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City Council Agenda Packet 08-22-2016AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, August 22, 2016 — 6:30 p.m. Mississippi Room, Monticello Community Center SPECIAL MEETING /WORKSHOP Budget Workshop North Mississippi Room 4:30 p.m. Mayor: Brian Stumpf Council Members: Charlotte Gabler, Lloyd Hilgart, Tom Perrault and Glen Posusta 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Meeting Minutes • Special Meeting Minutes from August 8, 2016 • Regular Meeting Minutes from August 8, 2016 C. Consideration of Adding Items to the Agenda D. Citizen Comments E. Public Service Announcements/Updates • Blazin Thru Bertram/Phillip LaVallee Run • Introduction of Ann Mosack, Community Center Director F. Council Liaison Updates • Planning Commission • EDA • Fire Relief • MCC Advisory G. Department Updates • Special Meeting/Workshop Review (Mayor) • City Administrator (O'Neill) 2. Consent Agenda A. Consideration of approving the payment of bills B. Consideration of approving new hires /departures C. Consideration of approving the sale /disposal of surplus city property D. Consideration of adopting Resolution 2016 -057 accepting a contribution of $1,800 from Kieran Kadlec to be used for a memorial bench E. Consideration of approving a Therapeutic Massage Enterprise License for Daisy Mae English for business located at 133 Sandberg Road, Monticello F. Consideration of approving a Special Event Permit for use of City resources on Sunday, September 25, 2016 for the Wag and Walk Festival. Applicant: Monticello Paws for Parks G. Consideration of approving a Special Event Permit for outdoor entertainment and use of City resources at American Legion Post 260 on Saturday, September 17, 2016. Applicant: American Legion Post 260 H. Consideration of approving an application for a 1 -day temporary on -sale liquor license for a special event at the American Legion Post 260 on September 17, 2016 I. Consideration of a request for amendment to the Monticello Zoning Ordinance, Chapter 5, Section 3 — Accessory Uses, opting out of the provisions for Temporary Health Care Dwellings as defined by, and provided for in, MN Stat Section 462.3593. Applicant: City of Monticello Consideration of accepting quotes and authorizing Five Bugles Design to conduct a Fire Department Facility Needs Study 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings - None 4. Regular Agenda A. (1) Consideration of a request for amendment to the Monticello Zoning Ordinance, Chapter 5, Section 2 — Use - Specific Standards for regulations relating to Recycling & Salvage Centers, a request for Conditional Use Permit for Recycling & Salvage Center, a request for Conditional Use Permit for Vehicular Use Area Design for Deferred Parking and Curbing requirements, and a request for Administrative Lot Combination. Applicant: Budd, Stephen (Integrated Recycling Technologies and Platinum Technologies). (2) Consideration of a request for amendment to the Monticello Zoning Ordinance, Chapter 5, Section 2 — Use - specific standards for regulations relating to Recycling & Salvage Centers, a request for a Conditional Use Permit for Recycling & Salvage Center, and a request for Conditions Use Permit for Vehicular Use Area Design for Deferred Parking and Curbing requirements. And a request for Administrative Lot Combination. Applicant: Budd, Stephen (Integrated Recycling Technologies and Platinum Technologies). B. Consideration of accepting quotes and awarding project to Barber Construction, Inc. for the Spirit Hills Trail Improvements, CP 16C002 C. Consideration of approving Ordinance 654 amending the City Code, Title 2, Section 9 — Telecommunications Public Service Enterprise FiberNet Monticello 5. Added Items 6. Adjournment AGENDA CITY COUNCIL SPECIAL WORSHOP MONTICELLO CITY COUNCIL Monday, August 22, 2016 — 4:30 p.m. North Mississippi Room, MCC AGENDA 1. Call to Order 2. Purpose of Workshop 4:30 p.m. 2017 Budget Presentations (City Departments) 6 p.m. Presentation from Wright County Sheriff's Office — 2017 Budget 3. Adj ournment Monticello Law Enforcement Workshop August 22 "d 2016 Historical look -back at Monticello Law enforcement coverage: • 1972 16 hours /day • 1976 18 hours /day • 1984 19 hours /day • 199120 hours /day • 1993 24 hours /day • 2000 28 hours /day • 200136 hours /day • 2002 40 hours /day • 2003 44 hours /day • 2004 48 hours /day • 2008 52 hours /day (July 11t 4 hours added) • 2015 48 hours /day (4 hours reduced by City Council) Population change in Monticello • 2004 population 10,445 (48 hours of law enforcement coverage) • 2016 Population 13,459 (48 hours of law enforcement coverage) o 28% increase in population with same level of law enforcement MEMO y Monticello Law Enforcement costs compared to similar cities with Police Departments...... $300.00 $250.00 $200.00 $150.00 $100.00 $50.00 $0.00 Law Enforcement Cost per Capita 2015 $241.20 $ $204.02 212.42 ' ■ $140 52 awe e�5 a'`o eta J�� Qa�\ Q`ay �e to �e P �e w� o° City Daily Patrol Hours Population 2015 LE Cost LE Cost per Capita Big Lake 56 10,298 $1,487,379 $144.43 Rogers 84 11,983 $2,645,395 $220.76 North Mankato 70 13,439 $1,814,594 $135.02 Brainerd 80 13,487 $3,253,075 $241.20 New Ulm 80 13,473 $2,748,709 $204.02 North St. Paul 50 11,830 $2,512,920 $212.42 Sauk Rapids 50 13,270 $1,864,700 $140.52 Average 64 12,540 $2,332,396 $185.48 Monticello 48 13,459 $1,130,040 $86.73 Current calls for service by Hour: • The Peak time is 2:00 -6:00 pm • Residents coming home from work • Commuter traffic coming through town • School being dismissed QCs__. -_ - _ _ - _ & •7 8 09 b16 011 X912 SM ■ -- nor" ■ MAK MEN 50 A 6 _ 3 4 5 6 7 €1 9 1G 11 1L2 13 14 15 16 17 18 19 20 21 22 23 FmrgddW Current law enforcement coverage: 48 hours of coverage daily • Shifts worked 0 6:00 am to 2:00 Pm 0 10:00 am to 6:00 Pm 0 2:00 pm to 10:00 Pm 0 2:30 pm to 10:30 Pm 0 10:00 pm to 6:00 Am 0 10:30 pm to 6:30 Am Current Coverage &DO a.m. 12:00 P-M. Stuft 2 Shift a SwF 4 Shift 5 fiflift Is 9M 9Vftf SNIP 7' III--)O a.m. to GM p.:, Z:OQ Cr -m. To ILIA, F, I, 2:10 rj. - to 14:30 p.m. Proposed 2017 Coverage 10'M am to fWD P 1� "Jll V, r, 61M it-m. to 110:00 PLm. 6-00 a.ln 10�0 p-m. to 6:00 a-m- 10:30 p.m, tv fi; ID a m. Monticello Calls by Unit (June 2015 to May 2016) ■ 3210 Day .1220 Dkv ■ 3230 Altortnwn ■ 3231 Altemoon 0 321.50 l M Area bars & Sergeants 1819 1479 ] 9G. 114. Cases assigned to Monticello deputies: • 7265 cases in 2011 • 7191 cases in 2012 • 7038 cases in 2013 • 7439 cases in 2014 • 6967 cases in 2015 • 4078 cases in 2016 (as of August first 2016) 2011 2012 2013 2014 2015 Assault 39 42 34 29 23 Burglary 33 20 14 24 17 Damage to Property 133 139 95 88 101 Sex Offense 28 27 25 31 19 Domestic 237 228 187 199 181 Drugs 73 76 78 82 98 DUI 43 60 55 50 37 Fraud 99 101 95 104 126 Theft 645 607 585 506 505 Criminal Investigative resources: • 2015 Investigative casework 0 141 investigations in Monticello ■ Resulting in 21% of total investigative cases worked by detectives in all of Wright County o Monticello's population is roughly 10% of Wright County's population o St Michael with similar population to Monticello was assigned 7% of cases o Monticello's retail businesses drive up the call load for Investigative cases Wright County Investigative Cases by City M011t#cefita St. Michael : kiIA(, Luke Otsego Montrca -w Ddailto nu 119 maw �L 1+1 ],t 33 Lots of new growth since 2004 • Walmart • Target • Home Depot • Runnings • Marshalls • Auto Zone • Good Will • Fleet Farm • 202 Unit Apartment complex New building permits • 201349 • 201473 • 201544 • 2016 (to date) 33 Contract Law Enforcement Rates: • 2016 Contract rates are $67.00 per hour (17,568 hours); $1.177.056.00 • Contract rates increase to $69.50 in 2017 • At current coverage of 48 hours a day, the annual cost would be $1,2176.40 • A 4 hour increase would be an additional $101,470 annually • An 8 hour increase would be an additional $202,940 annually MONTICELLO FIRE DEPARTMENT 2017 BUDGET CITY OF Monticeffo OILINNIGINKS N D ED oI■:.l 1 [0. SAM I M a l l sm�m ISITITI I M a l Is Change in budget line items include: • Clothing Supplies: Purchase turnout gear for new employees and replace old (worn out) gear • Equipment Repair Parts: Increase due to inflation and repairs necessary on older equipment • Small Tools &Equipment: Increase due to inflation costs for equipment • Travel /Training Expense: Increase due to new equipment training and training for new employees • 6.31% increase over 2016 CITY C]F Monticdo Public Service • Average of 75 calls per quarter including; alarms, grass, medical, rescue, structure, vehicle, and other • Call breakdown: 64% Monticello City, 24% Monticello Township, 8% Silver Creek, and 4% Mutual Aid Training • Continued training sessions as needed and required • Typical attendance of 20 fire fighters per session • Continued work nights as needed • Typical attendance of 22 fire fighters per work night Public Relations & Activities • Fire prevention training in the community • Participation in community parades and surrounding area festivities • Participation at community open houses, walks and teen suicide prevention events CITY OF • Annual golf tournament department fundraiser i� Monticdo CAPITAL IMPROVEMENT PLAN • Upgrade SCBA Packs • Purchase new turnout gear' NEW HIRE REQUEST • Full -Time Fire Chief covering the duties of: • Fire Chief • Fire Marshall • Fire Inspector • Due to increased department demands and regulations 1 IVA IF F. CITY OF 00e M, o City Clerk/ Elections Budget Increase • $12,000 for two new DS200 Voting Machines • $8,312 (50 %) Laserfiche Public Portal • 10.97% increase from 2016 CITE' OF monticeflo City Clerk/ Elections Serve the Public • Process permits & licenses efficiently • Update website for easy access to online forms & applications • Implement a Laserfiche public portal to: • Provide public access to agendas & minutes for all boards & commissions • Provide public access to ordinances and resolutions CITE' OF Monticeflo City Clerk/ Elections ;� d LandSfiark @spfxypc+eu -„ a~ x �Geeleraliearch Laserfiche Cox v.10 WehUnk Fll�rna lurnaey Ramsey Nwe aura GSAL$WSlmeilT R Fahy Propertds LI t3aemsl�nmmis�nrls�cdmr�uneas - flls= asored Full Pad Cifxler Goarmslae Rmnso f ICt� Ctlarter i:I48i:nrl f1rr1: 1011 V2010 10:4142 AM CfL4 Cdde LastModa4ed ; -`I %Caundl 708.2016 138:0 YM G�1'IpfehfiP'raiYB Plan fi W':41dafa EcoLwNnmdc p+evelaPmeml AUtIIarlCp r- mammental Policy bard Tao- 1de1adala ,ass fined I Innllee fdeehng 3ihedwle ';krdinances Park & Reaeaffun Odirtlr isswn Pianr&m Cafnmfsskm P`ubile H0U00 HOCH FNWlC WC+rRs Ramsey Resldeitl Resaf161aN ,N --Lmy Update 19 Fnlrles Vag CITE' OF aacu 1 recarngam-®rputW pfl— kYL —ffr �%QW&Lhk8.d20 Ip:E:010 �onti eflo City Clerk/ Elections Run the Business • Complete recodification of the current City Code • Implement new election equipment • Complete 2nd year of City Clerk training • Train employees on access to electronic files (Laserfiche) CITE' OF monticeflo City Clerk/ Elections Manage Resources • Essential Records - Work with departments to finish scanning records into Laserfiche — more efficiently find and use data r I (rpm 4 "Mft PNQts Vdv J T:_nw,, 104Ane `UfdPagn 1)P_ RNak_ Cu Copy [LEI fc- RbiKr.t CQ— S-10.51a !W__ ATIC WN an P08e the av�n"P le't*xfrt� FW. W CrrV11 - i 11F_ A IAl A A r A3 A,, AA A A A LFDr permanent CITY OF M Monticeno City Clerk/ Elections w;- 'Pm rMIT fE1 P 4TVrtl, WrwX . "epa 97h1MkeLPp tkebr4 5 Tjn[N ilMarkrrinp V"br'o T.0, A)Wm6ne�L r I (rpm 4 "Mft PNQts Vdv J T:_nw,, 104Ane `UfdPagn 1)P_ RNak_ Cu Copy [LEI fc- RbiKr.t CQ— S-10.51a !W__ ATIC WN an P08e the av�n"P le't*xfrt� FW. W CrrV11 - i 11F_ A IAl A A r A3 A,, AA A A A LFDr permanent CITY OF M Monticeno City Clerk/ Elections Parks &Recreation 2017 Budget A CITY 1' Monticello PAkKw I 11:igo Oki WilIre Mont iceRo Increase of 1.33% from 2016 -Increase Includes: • Purchase of plant stands (for resale) Increase of 9% from 2016 Increase Includes: • Equipment for BCOL • BCOL operations & maintenance • Electrical services • Tot lot playground • Rolling Woods Park playground • City View Park • Pathways • Ellison Park Shelter • Personnel: wages & insurance Increase of .03% from 2016 Increase Includes: • Worker's Compensation Montit'v"RO PA Measurable Workload Items • Chipping Requests • Cemetery Work Orders • Park Rentals • Winter Skating • Athletic Field Prep • BCOL /MORC • Project Agreements • Maintenance Agreements • Association Agreements • Adopt -a -Park Program • Agendas /Minutes • Grants • Pathway /Trail maintenance • Snow and Ice Removal • Public Programming monticdo PA Striving to Serve the Public • Continue to provide high quality Parks for the community • Update parks web page and design • New park programming • Replace and install new parks and equipment • Provide community health and wellness programs • Continue to provide professional burial services Run the Business • Complete park and pathway map design • BCOL recreation associations rental feels • Complete BCOL Master Plan • Develops plans and specs for BCOL Park infrastructure • Create exclusive Parks & Recreation Department • Explore grants for park funding and improvements monticeRO Manage Resources CAPITAL IMPROVEMENT PROGRAM • City View Park mountain bike challenge course development • Pathway improvements • BCOL land acquisition, final phase, athletic park • Ellison Park shelter • Mower replacement and additions • Rolling Woods sidewalk connection • Rolling Woods playground • Gazebos • Cardinal Hills Tot Lot playground replacement �i CITY OF Mon4keR#,oPAKS S I REET DEPARf MENT 2017 BUDGET CITY Of m0 keflo STRFE T ftv \�� - S I REET DEPARf MENT 2017 BUDGET CITY Of m0 keflo STRFE T The Street Department is in charge of six (6) budgets within the Public Works Department as follows: H Z � w w � w � H Q w D public works administration streets - alleys - parking lots ice &snow shop storm water street lighting BUDGET HIGHLIGHTS Street Department workload is handled by seven full -time and three part -time seasonal employees. Infrastructure maintenance includes 70 miles of streets /boulevards, parking lots, sidewalks, street signs, street lights, snow removal, outlots, storm water systems, and all necessary equipment. SHOP �. STORM WATER E LIGHTING STREET �J DECREASE OF 26.07% FROM 2016 BUDGET Decrease Includes: • Personnel: Removed Public Works Director Wages INCREASE OF 2.35% OVER 2016 BUDGET ■Increase Includes: • Street maintenance materials: crack sealer, asphalt (increased patching due to age of streets) • Personnel: wages /insurance INCREASE OF 2.25% OVER 2016 BUDGET Increase Includes: • Chemical products increase • Salt /Sand increase • Tires for equipment • Snow removal repair supplies • Personnel: wages /insurance Striving to Serve the Public • Maintain a safer and efficient road system through preventative measures and in response to seasonal and weather related impacts. • Provide a good stormwater system to prevent private and public flooding of property and streets. • Provide a good sign maintenance program to meet federal mandates on sign reflectivity and eliminate unnecessary signs. • Maintain a good street lighting system throughout the city. Manage and Prepare People • Maintain a positive environment that values and respects employees and customers. • Encourage employees to attend educational workshops and seminars. • Maintain a safe reliable fleet of vehicles and equipment for staff. CITY Of • Work closely with Engineering on project design and construction. keflo • T Manage data for useful retrieval to optimize maintenance practices. W Manage Resources CAPITAL IMPROVEMENT PROGRAM • Replace Tymco Sweeper • Replace Speed Trailer • Replace Blacktop Planer • Replace V -Box Sander for 1 -Ton • Replace Electronic Sign Reader • Purchase Blacktop Roller • Replace Street Banners • Stoplight Painting Project [ r' OF Monti*6effo w I 1 1.L l5 • w R_7 Ak- M-ONTICE map -AL lob UTILITIES DEPARTMENT 2017 BUDGET CITY Of MO i0 ■ t'TIL.ITIE CITY OF k CH UTIL.ITIE r D ,I-) L I FCI I(] D Increase of 2.4% over Increase of 2.4% over 2016 Budget J 2016 Budget Increase Includes: • Personnel: wages /insurance J Increase Includes: • Personnel: wages /insurance *Note: budgets do not reflect any potential increase from WSB & Associates for Engineering C1 rY D M icd a�ririri��:w Staff • The Utilities Department workload is handled by five full -time staff members and one seasonal staff member. Infrastructure Maintenance • Water infrastructure maintenance includes all wells, water mains, fire hydrants, valves, water meters, water reservoir, and water towers. • Sanitary Sewer Collections infrastructure maintenance includes all lift stations, manholes, and sewer main lines. • Storm Sewer infrastructure maintenance includes all below ground piping and structures. r `.s I CITY 0C M ll' UTILIT1E Striving to Serve the Public • Commit to a high level of service by delivering the best quality drinking water to consumers. • Maintain consumer confidence by publishing the Report of Water Quality annually. • Maintain a water main flushing and valve exercising program as recommended by the MDH. • Maintain a fire hydrant maintenance program as recommended by the MDH. • Maintain a well maintenance and wellhead protection program. • Maintain a water tower and reservoir cleaning and inspection program. • Commit to a high level of service to provide consumers with confidence and no sewer backups. • Maintain a sewer cleaning and inspection program as recommended by the MPCA. • Maintain a lift station maintenance program as recommended by the MPCA. • Maintain a stormwater cleaning and maintenance program. Manage and Prepare People • Maintain a positive environment that values and respects employees and customers. • Encourage employees to attend workshops and seminars to maintain current water & sewer licenses. • Maintain a safe reliable fleet of vehicles and equipment for staff. CITY0Of • Work closely with Engineering on project design and construction. -� �Y ill U TILJTJE • Manage data for useful retrieval to optimize maintenance practices. Manage Resources CAPITAL IMPROVEMENT PROGRAM Sewer Collections • Annual sewage truck improvements • Core City sewage improvements • New SCADA control system (if needed) Water • Annual water system improvements • Water Main — 90t" Street to Chelsea Road • New SCADA control system (if needed) • Neptune radio readers for water meters CITY keflo U T I L I T I E MINUTES SPECIAL MEETING — MONTICELLO CITY COUNCIL Monday, August 9, 2016 — 5:30 p.m. Academy Room, Monticello Community Center Present: Brian Stumpf, Charlotte Gabler, Lloyd Hilgart, Tom Perrault, Glen Posusta Absent: None Others: Jeff O'Neill, Wayne Oberg, City department heads: Angela Schumann, Shibani Bisson, John Rued, Jim Thares, Carolyn Granger, Tracy Ergen, Rachel Leonard, Tom Moores, Sarah Rathlisberger 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 5:15 p.m. 2. Purpose of Meeting: Overview of proposed 2016 budget Wayne Oberg, Finance Director, introduced the budget discussion. He noted important dates in regard to budget activity: September 12, 2016 — Council adopts preliminary HRA levy; September 26, 2016 — Council adopts preliminary property tax levy; and December 12, 2016 — Council adopts 2017 budget and property tax levy. He also spoke specifically on the debt levy. He presented a graph that demonstrated the debt levy including the Fallon Improvements and with 2018 redemptions. 3. Workshop: Budget Overview A. Carolyn Granger, DMV Manager, presented the budget overview for the DMV. She highlighted that her overall budget would see an increase of 2.89% over 2016. She revealed performance measures for the DMV along with measurable workload items and statistics. B. Jim Thares, Economic Development Manager, gave a brief overview of the EDA's role and budget. He noted that Economic Development consists of: downtown development; industrial development in Otter Creek Business Park; commercial development; and housing development and rehabilitation. For 2017 he proposed an increase in the EDA budget of 11.06 %. He then reviewed his performance measures and goals for 2017. C. John Rued, Chief Building Official, presented the Building Safety & Emergency Management budget. This consists of. new construction; addition/alterations; zoning and code enforcement; and emergency management. There were two items mentioned as an increase in budget: 1) $1,000 increase in repair and maintenance for vehicles; and 2) personnel items — insurance, wages, etc. The total increase results in 3.25% increase over 2016. He reviewed the department's performance measures and goals for 2017. City Council Special Meeting Minutes — August 8, 2016 Page 1 2 4. Adjournment By consensus the meeting was adjourned at 6:22 p.m. Recorder: Jennifer Burrows Schreiber Approved: Attest: City Administrator City Council Special Meeting Minutes — August 8, 2016 Page 2 2 REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, August 8, 2016 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Brian Stumpf, Charlotte Gabler, Lloyd Hilgart, Tom Perrault, and Glen Posusta Absent: None 1. General Business A. Call to Order & Pledge of Allegiance Mayor Brian Stumpf called the meeting to order at 6:30 p.m. with a quorum present. The pledge of allegiance was recited. B. Approval of Meeting Minutes • Special Meeting Minutes from July 25, 2016 Tom Perrault moved approval of the special meeting minutes of July 25, 2016. Charlotte Gabler seconded the motion. Motion carried unanimously. • Regular Meeting Minutes from July 25, 2016 Tom Perrault moved approval of the regular meeting minutes of July 25, 2016 as amended. Charlotte Gabler seconded the motion. Motion carried unanimously. C. Consideration of Adding Items to the Agenda None. D. Citizen Comments None. E. Public Service Announcements • Rachel Leonard updated the City Council on elections. The polls for the August 9 Primary Election will be open from 7 a.m. — 8 p.m. The candidate filing for Mayor and City Council begins on August 2 and closed at 5 p.m. on August 16. • Movie in the Park will be on August 13 and will feature Inside Out. F. Council Liaison Updates • IEDC — Brian Stumpf noted that a committee was formed to nominate Industry of the Year. City Council Minutes — August 8, 2016 Page 1 1 4 G. Department Updates • The Mayor gave a brief update of the Special City Council meeting held earlier in the evening. The meeting included budget presentations from the DMV, EDA, and the Building Department. • City Administrator Jeff O'Neill provided an update on the following items: 1. The Prairie Conference Center drainage issue is being corrected. 2. Thirteen properties along the river were damaged due to high waters. The Wright County Conservation District is addressing the issue. 3. Xcel Energy noted that Monticello is scheduled for 2018 for relamping of street lights. 4. The new Community Center Director Ann Mosack will begin employment on August 15. 5. A meeting was held between the City, Xcel Energy and Wright County in regard to a future pollinator site. 6. The demolition of the pink house is near. • Wright County Sheriff Quarterly Update — Dan Anselment, Wright County Captain, gave the quarterly update on activity in Wright County /Monticello. • Floodplain Update — Angela Schumann, Community Development Director, provided an update on a letter received from the Federal Emergency Management Agency (FEMA) regarding a review period for proposed flood hazard determination for Wright County. This is more commonly known to be seen in flood insurance rate maps. The City's role is to make sure that the public is aware of the 90 day review period before these new maps are finalized. Within the 90 days a property owner can decide to appeal to FEMA and the City is responsible for assembling the information and providing it to FEMA. 2. Consent Agenda Tom Perrault moved approval of the Consent Agenda. Glen Posusta seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Recommendation: Approved the bill and purchase card registers for a total amount of $1,647,689.36. B. Consideration of approving new hires /departures. Recommendation: Approved the hires for the Liquor Store and MCC and the terminations for MCC and the Liquor Store. C. Consideration of approving the sale /disposal of surplus city property. Recommendation: No report this cycle. City Council Minutes — August 8, 2016 Page 2 1 4 D. Consideration of approving an application for a charitable gambling permit for a raffle to be conducted by Wright County/West Metro Whitetails on September 11, 2016. Recommendation: Approved the application for a permit for a raffle to be conducted on September 11, 2016. E. Consideration of approving an assessment agreement with Charles R. Walters (PID 155- 015- 013040) for water service improvements at 501 Third Street E. Recommendation: Approved the assessment agreement. F. Consideration of approving assessment agreement with Champion Electric LLC (PID 155- 015- 011120) for water service improvements at 705 Third Street E. Recommendation: Approved the assessment agreement. G. Consideration of approving Resolution 2016 -053 calling for redemption of outstanding General Obligation Sewer Revenue Refunding Bonds, Series 2008A for selected maturities. Recommendation: Adopted Resolution 2016 -053 calling for redemption of outstanding General Obligation Bonds, 2008A Series for selected maturities. H. Consideration of approving Resolution 2016 -054 calling for redemption of outstanding General Obligation Bonds, Series 2007A for selected maturities. Recommendation: Adopted Resolution 2016 -054 calling for redemption of outstanding General Obligation Bonds, 2007A Series for selected maturities. I. Consideration of adopting Resolution 2016 -055 authorizing Conveyance of City property to the City of Monticello Economic Development Authority by quit claim deed for 413 West 4th Street. Recommendation: Adopted Resolution 2016 -055 authorizing conveyance of city property to the City of Monticello Economic Development Authority by quit claim deed for Lot 3, Block 29, and Lot 2, Block 29, except the Northwesterly 33 feet thereof, said Northwesterly 33 feet of Lot 2 being also described as that part of Lot 2 lying Northwesterly of a line drawn parallel to the Northwesterly line of said Lot 2 and distant 33 feet Southeasterly of said Northwesterly line, all in Townsite of Monticello. Consideration of adopting Resolution 2016 -056 authorizing the sale of residential property located at 1022 West River Street and entering into a Purchase Agreement between the City of Monticello and Charles and Darlene Nelson. Recommendation: Adopted Resolution 2016 -056 authorizing the sale of a residential lot located at 1022 West River Street and further authorizing entering into a Purchase Agreement between the City of Monticello and Charles and Darlene Nelson. 4. Regular Agenda: City Council Minutes — August 8, 2016 Page 3 1 4 A. Consideration of adopting Resolution 2016 -057 accepting bids and awarding contract for the TH 25/7th Street intersection improvements, City Project No. 15C004. Shibani Bisson, WSB /City Engineer, gave a brief presentation on the project and the bid results. Two bids were received and the low bid was approximately $224,476 higher than the engineer's estimate. Ms. Bisson commented that if the project is rebid for a 2017 project there will most likely be more bids and would save the City approximately $100,000. Because of the complexity of the project, she noted that the engineer's estimate was probably low. She also noted the MnDOT will concur with either decision by the City. Charlotte Gabler moved to reject all bids and rebid the project for 2017 construction. Tom Perrault seconded the motion. Motion carried unanimously. By consensus the meeting was adjourned at 7:18 p.m. Recorder: Jennifer Schreiber Approved: City Administrator City Council Minutes — August 8, 2016 Page 4 1 4 City Council Agenda: 08/22/16 2A. Consideration of approving payment of bills (WO) A. REFERENCE AND BACKGROUND: City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Al. Budget Impact: None A2. Staff Workload Impact: No additional work required B. ALTERNATIVE ACTIONS: 1. Motion to approve the bill and purchase card registers for a total amount of $593,087.76. 2. Motion to approve the registers with changes directed by Council. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 or #2, per direction of Council. D. SUPPORTING DATA: • Bill registers and Purchase Card registers Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 08/15/2016 - 12:16PM Batch: 00201.08.2016 - 201.08.2016 US Bank Invoice No Description Amount Payment Date Acct Number Vendor: 2258 LIBRARY OF CONGRESS Check Sequence: 1 7/28/2016 SAl 2016 Filing Fee - Royalty License Fee 67.00 08/15/2016 656 - 49879- 443720 AP- Computer Check Proof List by Vendor (08/15/2016 - 12:16 PM) Check Total: 67.00 Vendor: 3241 LINCOLN FINANCIAL GROUP Check Sequence: 2 8/1/2016 August 2016 1,676.07 08/15/2016 101 - 00000 - 217066 Check Total: 1,676.07 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 3 10063Qtr 2 2016 Front St Pk 215 Front St. sprinkler 69.01 08/15/2016 101 - 45201- 438200 10128Qtr 2 2016 Office Facility 118 6th St W 40.99 08/15/2016 101 - 41941 - 438200 10250Qtr 2 2016 HeadEnd Garage 42.29 08/15/2016 656- 49870 - 438200 10267Qtr 2 2016 Community Garden- 407 6th St. W sprinkler 30.05 08/15/2016 226 - 45127- 438200 5002 Qtr 2 2016 1510 Hart Blvd sprinker 118.36 08/15/2016 101 - 43120 - 438200 5003 Qtr 2 2016 1460 Hart Blvd sprinker 87.34 08/15/2016 101 - 43120- 438200 5004 Qtr 2 2016 1390 Hart Blvd sprinker 528.19 08/15/2016 101 - 43120 - 438200 5005 Qtr 2 2016 822 Hart Blvd sprinker 223.73 08/15/2016 101 - 43120 - 438200 5026 Qtr 2 2016 Ellison Park 811 River St E 870.72 08/15/2016 101 - 45201- 438200 5248 Qtr 2 2016 Bridge Park E. sprinkler 575.62 08/15/2016 101 - 45201- 438200 5249 Qtr 2 2016 Bridge Park W. sprinkler 33.71 08/15/2016 101 - 45201- 438200 5250 Qtr 2 2016 Bridge Park W. 107 River St W Rm 120.02 08/15/2016 101 - 45201- 438200 5569 Qtr 2 2016 Freeway Pk 2331 Mdw Oak Ave sprinkler 751.88 08/15/2016 101 - 45201- 438200 7224 Qtr 2 2016 WWTP 5,562.93 08/15/2016 602 - 49480 - 438200 7441 Qtr 2 2016 200 W Broadway sprinkler 23.95 08/15/2016 101 - 43120 - 438200 7885 Qtr 2 2016 Help Center 67.33 08/15/2016 217 - 41990 - 438200 8086 Qtr 2 2016 4th St. Warming House 40.99 08/15/2016 101 - 45201- 438200 8114 Qtr 2 2016 Hi -Way Liquor 211.47 08/15/2016 609 - 49754- 438200 8117 Qtr 2 2016 MCC 2,778.75 08/15/2016 226 - 45122- 438200 8119 Qtr 2 2016 Fire Station 236.33 08/15/2016 101 - 42200 - 438200 8120 Qtr 2 2016 Building Inspection Garage 46.25 08/15/2016 101 - 41940 - 438200 8177 Qtr 2 2016 Library 514.40 08/15/2016 101 - 45501- 438200 AP- Computer Check Proof List by Vendor (08/15/2016 - 12:16 PM) Invoice No Description Amount Payment Date Acct Number 8394 Qtr 2 2016 Rierside Cem- 1321 River St. W sprinkler 37.92 08/15/2016 651- 49010- 438200 8488 Qtr 2 2016 Hillcrest Park 1706 River St W sprinkler 482.29 08/15/2016 101 - 45201- 438200 8528 Qtr 2 2016 Monti. NSP Softball Fld 2171 River St. W 4,404.36 08/15/2016 101 - 45203- 438200 8533 Qtr 2 2016 Chelsea Rd Lift 3176 Chelsea Rd W. sprinkler 248.21 08/15/2016 602 - 49490 - 438200 8621 Qtr 2 2016 Fenning Rnd -a -bout 9370 Fennind Ave NE sprin 42.25 08/15/2016 101 - 43120 - 438200 8622 Qtr 2 2016 Pioneer Park bathroom 5010 1/2 Fallon Ave 87.69 08/15/2016 101 - 45201- 438200 8631 Qtr 2 2016 200 Chelsea Rd. Animal Shelter 163.76 08/15/2016 101 - 42700 - 438200 8673 Qtr 2 2016 FNM Head End 42.29 08/15/2016 656- 49870 - 438200 8674 Qtr 2 2016 Reservoir- 207 Chelsea Rd sprinkler 179.67 08/15/2016 601 - 49440 - 438200 8903 Qtr 2 2016 PW Shop /Clerical 427.87 08/15/2016 101 - 43127 - 438200 8904 Qtr 2 2016 PW Vehicle Storage 45.91 08/15/2016 101 - 43127 - 438200 8905 Qtr 2 2016 PW Office 378.27 08/15/2016 101 - 43127 - 438200 8/06/2016 Coil Flags - New Flags: US, POW, MN (2 ea) Check Total: 19,514.80 08/15/2016 226 - 45122- 421990 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 4 8/06/2016 AICPA - CGMA Designation Renewal FYI W( 120.00 08/15/2016 101 - 41910- 443300 8/06/2016 AICPA - Membership Renewal FY 17 WO 255.00 08/15/2016 101 - 41910- 443300 8/06/2016 GFOA - CAFR 2015 435.00 08/15/2016 101 - 41520- 431990 8/06/2016 Monti Chamber of Comm - Riverfest Parade Flo 50.00 08/15/2016 101 - 45130- 444100 8/06/2016 Office Max - Printer for Elections 229.99 08/15/2016 101 - 41410 - 421990 8/06/2016 Office Max - Posters Laminated for Farmer's Ma 25.87 08/15/2016 226 - 45122- 421990 8/06/2016 Monit Napa - U Bolts for Slides; Extra Supplies 22.23 08/15/2016 226 - 45122- 422990 8/06/2016 Auto Value - Oil, Filters, Generator Supplies 34.97 08/15/2016 226 - 45122- 422990 8/06/2016 Dollar Tree - F.I. Supplies: Books, Puzzles, Pens 46.00 08/15/2016 226 - 45127- 421981 8/06/2016 SVL Service Corp - Pool Condensing Fan Motor 807.43 08/15/2016 226 - 45122- 440440 8/06/2016 Ausco - Water Bottles for F.I. (100) 131.50 08/15/2016 226 - 45127- 421981 8/06/2016 Coil Flags - New Flags: US, POW, MN (2 ea) 243.00 08/15/2016 226 - 45122- 421990 8/06/2016 Kwik Trip - Worms for Fishing Clinic (2 cartons 7.00 08/15/2016 226 - 45127- 421980 8/06/2016 Kwik Stop - Fuel & Oil for Van 47.90 08/15/2016 226 - 45122- 421200 8/06/2016 R E Michel - Filters for Airhandlers (17) 226.70 08/15/2016 226 - 45122- 422990 8/06/2016 MN GFOA - Investing & Economic Seminar SR 50.00 08/15/2016 101 - 41520- 433100 8/06/2016 Dacotah Paper - Cleaning Supplies 412.74 08/15/2016 226 - 45122- 421100 8/06/2016 Dacotah Paper - Bathroom & Locker Room Supl 314.62 08/15/2016 226 - 45122- 421990 8/06/2016 Dacotah Paper - Concession: Straws, Paper Plate: 386.48 08/15/2016 226 - 45127- 425410 8/06/2016 Dacotah Paper - Block Parry Supplies: Paper Foc 104.11 08/15/2016 101 - 45130- 444210 8/06/2016 Home Depot - Greased Lightning 3.87 08/15/2016 226 - 45122- 421100 8/06/2016 1 st Line - Flavored Syrups for Concession Coffe 525.75 08/15/2016 226 - 45127- 425410 8/06/2016 US Foods Culinary Equp & Supplies - Salt & Pe 90.28 08/15/2016 226 - 45127- 420750 8/06/2016 GFOA - PAFR 2015 225.00 08/15/2016 101 - 41520- 431990 8/06/2016 MN Dept Labor - Confirm #25083171109 Qtr 2 3,809.96 08/15/2016 101 - 00000 - 208110 8/06/2016 MN Dept Labor - Confirm #25083171109 Qtr 2 - 152.40 08/15/2016 101 - 42400 - 343000 8/06/2016 MN Dept Labor - Annual Elevator Operating- El 100.00 08/15/2016 226 - 45122- 443700 AP- Computer Check Proof List by Vendor (08/15/2016 - 12:16 PM) Invoice No Description Amount Payment Date Acct Number 8/06/2016 Competitive Edge - Digital Beam Scale 334.99 08/15/2016 226 - 45127- 424900 8/06/2016 Cub - Block Parry: Napkins, Ketchup, Relish, M 142.72 08/15/2016 101 - 45130- 444210 8/06/2016 Cub - Apples & Bananas for Concession 7.71 08/15/2016 226 - 45127- 425410 8/06/2016 Cub - F.I. Supplies: Cups & Root Beer 11.96 08/15/2016 226 - 45127- 421981 8/06/2016 Monticello Tire & Auto - Tires for DMV Vehicle 144.86 08/15/2016 217 - 41990 - 440500 8/06/2016 Aldi - LED Flashlights (4) 30.02 08/15/2016 101 - 42400 - 443990 8/06/2016 Grady's - Fitting for Spa 4.29 08/15/2016 226 - 45122- 421610 8/06/2016 Grady's - Tubing for Chlorine 29.94 08/15/2016 226 - 45122- 422990 8/06/2016 Verizon - May 21 - June 20 26.02 08/15/2016 101 - 43120- 432100 8/06/2016 Verizon - May 21 - June 20 140.04 08/15/2016 101 - 42200 - 432100 8/06/2016 Verizon - May 11 - June 10 25.02 08/15/2016 101 - 43115- 432100 8/06/2016 Verizon - May 11 - June 10 8.34 08/15/2016 601 - 49440 - 432100 8/06/2016 Verizon - May 11 - June 10 8.34 08/15/2016 602 - 49490 - 432100 8/06/2016 Verizon - May 11 - June 10 8.34 08/15/2016 656- 49870 - 432100 8/06/2016 Randy's Sanitation - July 2016 Shredding - DMA 16.40 08/15/2016 217- 41990 - 431990 8/06/2016 Randy's Sanitation - July 2016 Shredding - City. 16.40 08/15/2016 101 - 41940 - 431990 8/06/2016 Monit Chamber of Comm - Lunch AS 15.00 08/15/2016 101 - 41910- 443990 8/06/2016 Monit Chamber of Comm - Lunch TE 15.00 08/15/2016 101- 41800 - 443990 8/06/2016 NBP - Paper, Forks, Rubber Bands, Legal Pocke 133.33 08/15/2016 101 - 41940 - 421990 8/06/2016 NBP - Chairmat, Index Tabs, Padded Mailer Env 131.26 08/15/2016 101 - 41940 - 421990 8/06/2016 NBP - Cash Register Paper 54.50 08/15/2016 226 - 45122- 421990 8/06/2016 NBP - Paper, Battery Charger 307.99 08/15/2016 101 - 41940 - 421990 8/06/2016 NBP - Paper, Sheet Protectors 50.49 08/15/2016 226 - 45122- 421990 8/06/2016 NBP - Pens, Cash Register Roll Paper 93.02 08/15/2016 226- 45122- 421990 8/06/2016 G & K - Uniform Rental - Jeans 8.64 08/15/2016 226 - 45122- 441700 8/06/2016 G & K - Mops 43.30 08/15/2016 226 - 45122- 431110 8/06/2016 G & K - Towel Rental 6.60 08/15/2016 226- 45122- 441710 8/06/2016 G & K - Mat Rental 15.60 08/15/2016 217 - 41990 - 421990 8/06/2016 G & K - Mat Rental 15.60 08/15/2016 217 - 41990 - 421990 8/06/2016 Super America - Unleaded Fuel 9.407 gals @ $2 19.93 08/15/2016 217 - 41990 - 421200 8/06/2016 Super America - Unleaded Fuel 10.250 gals @ $ 21.62 08/15/2016 217 - 41990 - 421200 8/06/2016 Super America - Unleaded Fuel 7.236 gals @ $2 15.19 08/15/2016 217 - 41990 - 421200 8/06/2016 Walmart - Refund Unused Riverfest Parade Floa -5.18 08/15/2016 101 - 45130- 444100 8/06/2016 Walmart - Riverfest Parade Float Supplies 25.36 08/15/2016 101 - 45130- 444100 8/06/2016 Walmart - Batteries 23.94 08/15/2016 226 - 45122 - 421990 8/06/2016 Walmart - Sharpie Pens 7.94 08/15/2016 226 - 45122- 421990 8/06/2016 Walmart - Colored Tape for Pool Rescue Tubes 2.97 08/15/2016 226 - 45127- 421750 8/06/2016 Walmart - F.I. Supplies: Chalk, Balloons, Hose,1 130.95 08/15/2016 226 - 45127- 421981 8/06/2016 NBP - pk AA batteries; (2) doz Sharpies. 41.65 08/15/2016 609 - 49754- 421990 8/06/2016 NBP - Rvrfest parade- suckers; l Olb doggie biscu 96.37 08/15/2016 609 - 49754- 425550 8/06/2016 NBP - suckers; (2) bx gloves; folders; Splenda 158.07 08/15/2016 609 - 49754- 421990 8/06/2016 Home Depot - (6) 2x10 10'- Tables 95.82 08/15/2016 101 - 45201- 421650 8/06/2016 Monit Napa 4108; #130- blower motor; (12) 12 136.26 08/15/2016 101 - 43120 - 422100 AP- Computer Check Proof List by Vendor (08/15/2016 - 12:16 PM) Invoice No Description Amount Payment Date Acct Number 8/06/2016 Home Depot -(6) 2x10 12% (6) 2x4 12 "- Tables 173.39 08/15/2016 101 - 45201- 421650 8/06/2016 Fastenal - (77) foam ear plugs 14.28 08/15/2016 101 - 45201- 420650 8/06/2016 Dakota Supply (Pipeline) (2) ea. 1 "x90 thrd brs s 32.08 08/15/2016 101 - 45201- 421650 8/06/2016 Walgreens- 24pk 16oz water- Core City 3.99 08/15/2016 601 - 49440 - 421990 8/06/2016 Holiday- 24pk 16oz water- Core City 3.99 08/15/2016 601 - 49440 - 421990 8/06/2016 Grady's - wasp /hornet spray 4.49 08/15/2016 602 - 49490 - 421990 8/06/2016 Grady's - 4pk light bulbs- Xcel Ballflds 4.99 08/15/2016 101 - 45203- 421990 8/06/2016 Monit Napa - Interlock- 2 5/16 hitch- Shop 13.15 08/15/2016 101 - 43127 - 421990 8/06/2016 Monit Napa - leaf blwrs- (4) Spark Plugs 14.48 08/15/2016 101 - 43120- 422100 8/06/2016 Monit Napa -(2) FMX -20 fuse; FLS -30 fuse; FL 15.36 08/15/2016 602 - 49490 - 421990 8/06/2016 Grady's - resupply sign box- sockets 5.99 08/15/2016 101 - 43120 - 422600 8/06/2016 Grady's - Pioneer Pk- coupler; Goo -Gone; rubber 15.47 08/15/2016 101 - 45201- 421990 8/06/2016 Home Depot -(4) 5 gal bucket; (4) plastic pail- C 21.28 08/15/2016 602 - 49490 - 421990 8/06/2016 Grady's - Pioneer Pk- Wet & Forget 1/2 gal 26.99 08/15/2016 101 - 45201- 421990 8/06/2016 Monit Napa - #130 -(2) blower motor 57.15 08/15/2016 101 - 43120 - 422110 8/06/2016 Grady's - Toilet Handle 7.49 08/15/2016 217 - 41990 - 443990 8/06/2016 Amazon - Letter Size Mesh File 89.99 08/15/2016 101 - 41940- 421990 8/06/2016 Amazon - Neck & Shoulder Pads for Squat Rack 75.99 08/15/2016 226 - 45127- 421720 8/06/2016 Amazon - Barbell Clip Collars (2 pairs) 36.97 08/15/2016 226 - 45127- 421720 8/06/2016 Target - Meal for Council Budget Meeting 39.99 08/15/2016 101 - 41110 - 443990 8/06/2016 Target - Canopy for Farmers Market 69.99 08/15/2016 226 - 45127- 421780 8/06/2016 Cub - Apples, Bananas & Oranges for Concessic 17.59 08/15/2016 226 - 45127- 425410 8/06/2016 Walmart - Canopy 89.00 08/15/2016 226 - 45127- 421980 8/06/2016 Walmart - F. I. Supplies 6.54 08/15/2016 226- 45127- 421981 8/06/2016 Paula Paulson - Draping (1/2) for Wedding 350.00 08/15/2016 226 - 45127- 431990 8/06/2016 3M - Online Respirator Evaluations (2) 56.00 08/15/2016 101 - 41800 - 431990 8/06/2016 Wall Street Journal - Monthly Subscription WO 32.99 08/15/2016 101 - 41520- 443300 8/06/2016 MPSTMA - refund- Cancel Tour on Wheels 6/28/ -30.00 08/15/2016 101 - 45201- 433100 8/06/2016 Moon Motors- refund tax charged 2016 Lawn M -27.43 08/15/2016 101 - 45201- 421650 8/06/2016 USPS - Flouride Samples 3.40 08/15/2016 601 - 49440 - 421990 8/06/2016 Grady's - masking tape 3.49 08/15/2016 601 - 49440 - 421990 8/06/2016 Walgreens- 24pk 16oz water- Core City 3.99 08/15/2016 601 - 49440 - 421990 8/06/2016 Grady's - parts for sprayer 4.48 08/15/2016 101 - 45201- 421650 8/06/2016 Grady's -(2) 11 oz caulk 9.98 08/15/2016 101 - 43130- 421990 8/06/2016 Grady's - Gorilla Tape 9.99 08/15/2016 101 - 43130 - 421990 8/06/2016 Dakota Supply (Pipeline) PVC cap - Riverfest 11.28 08/15/2016 101 - 43120 - 422600 8/06/2016 Grady's - (2) Gorilla Tape- Chip Seal Project 13.98 08/15/2016 101 - 43120 - 421990 8/06/2016 Fastenal -(6) 17oz. IC WB White 14.82 08/15/2016 101 - 43120 - 422400 8/06/2016 Grady's - Ellison Pk- clothesline 15.99 08/15/2016 101 - 45201- 421650 8/06/2016 General Rental - #178- ball joint part 16.95 08/15/2016 101 - 43120 - 422110 8/06/2016 Grady's - (2) Gorilla Tape- Chip Seal Project 16.98 08/15/2016 101 - 43120 - 421990 8/06/2016 Monit Napa -(2) repair kit; parts brush 18.16 08/15/2016 601 - 49440 - 422220 8/06/2016 Home Depot -(14) H- Bracket sign holder- Hunte 13.86 08/15/2016 101 - 43120 - 422600 AP- Computer Check Proof List by Vendor (08/15/2016 - 12:16 PM) Invoice No Description Amount Payment Date Acct Number 8/06/2016 Red's - 1929 Fire Truck - fuel 19.21 08/15/2016 101 - 42200 - 421200 8/06/2016 Home Depot -(6) mini roller tray- MCC elec. pr( 21.04 08/15/2016 101 - 43120 - 421510 8/06/2016 Cub - resale- (9) lemons; (25) limes 21.41 08/15/2016 609 - 49750- 425500 8/06/2016 Office Max - Rvrfest Event- (4) Sharpie markers 22.07 08/15/2016 609 - 49754- 421990 8/06/2016 Monit Napa -Shop supplies- (2) Raven Blk paint 23.98 08/15/2016 101 - 43120 - 421510 8/06/2016 Fastenal -(12) 17oz. IC WB White 29.64 08/15/2016 101 - 43127 - 421990 8/06/2016 Monit Napa - #178- Axle Shaft 39.02 08/15/2016 101 - 43120 - 422110 8/06/2016 Royal Tire - #103 -(2) flat- correct underpaid 40.00 08/15/2016 101 - 43120 - 422100 8/06/2016 Cub - resale- (12) lemons; (75) limes 49.38 08/15/2016 609 - 49750- 425500 8/06/2016 Home Depot -(5) elec. tape; (5) Behr sample; (5) 52.69 08/15/2016 101 - 42200 - 421990 8/06/2016 Marties - (3) Quick Pro - PW landscaping 56.85 08/15/2016 101 - 43120 - 422500 8/06/2016 G & K -Mats- inv. #1043513774 57.02 08/15/2016 609 - 49754- 431990 8/06/2016 Cub - resale- (12) lemons; (75) limes 63.63 08/15/2016 609- 49750- 425500 8/06/2016 NBP - Rvrfst Parade- (4) bubble gum 68.36 08/15/2016 609 - 49754- 425550 8/06/2016 SVL - Air Cond office- fan blade -1/2 35.77 08/15/2016 601 - 49440 - 422300 8/06/2016 SVL - Air Cond office- fan blade -1/2 35.77 08/15/2016 602 - 49490 - 422100 8/06/2016 Monit Napa 4113 - (2) brake pads 114.62 08/15/2016 101 - 43120 - 422110 8/06/2016 Sherwin Williams - Picnic Tables- (4) paint 134.96 08/15/2016 101- 45201- 421990 8/06/2016 Auto Value - battery; box grp 24 135.97 08/15/2016 101 - 45201- 422100 8/06/2016 Big Lake Lumber -(6) 2x10xl2; (10) 2x10 8' SP] 150.80 08/15/2016 101 - 45201- 421650 8/06/2016 Lee Rubber Prod- (25) lbs #14F Gn. Furniture B 160.96 08/15/2016 101 - 45201- 421650 8/06/2016 Royal Tire - #103 -(2) flat repair 151.50 08/15/2016 101- 43120- 422100 8/06/2016 Fastenal - Ellison deck- (14 1) Chain ZP Bkt 217.85 08/15/2016 101- 45201 - 421650 8/06/2016 Dyna- gapper adhesv; cryobits; wshr; nuts, etc -S 231.86 08/15/2016 101 - 43127 - 421990 8/06/2016 Monit Napa - #178- brake pads; axel shaft; (2) b; 235.58 08/15/2016 101 - 43120 - 422110 8/06/2016 Titan Mach.- #117 Power Supply 380.40 08/15/2016 101 - 43120 - 422100 8/06/2016 Zep- (5) degreaser; (4) cherry bomb 398.72 08/15/2016 101 - 43127 - 421600 8/06/2016 Sherwin Williams - (5) anti graffiti - Trl. Hd. Un 543.87 08/15/2016 101 - 45201- 421990 8/06/2016 Monti Tire- 2005 Ford- (4) tires - 1/2 306.46 08/15/2016 601 - 49440 - 422200 8/06/2016 Monti Tire- 2005 Ford- (4) tires - 1/2 306.45 08/15/2016 602 - 49490 - 422200 8/06/2016 Arctic Glacier- resale- (4) inv#. 8013; 8313; 871 1,070.20 08/15/2016 609 - 49750- 425500 8/06/2016 WHCE - Street Light Maintc. 5/16- 6/15/2016 2,074.55 08/15/2016 101 - 43160 - 431900 8/06/2016 Home Depot - MCC Head Tables supplies 334.49 08/15/2016 226 - 45122- 440100 8/06/2016 O'Reilly - Ranger- VPower Plug 2.49 08/15/2016 101 - 42200 - 422110 8/06/2016 Runnings -spark plug for roof wall saw 2.99 08/15/2016 101 - 42200 - 422100 8/06/2016 Fastenal - Eyewear 4.87 08/15/2016 101 - 43120 - 420650 8/06/2016 Grady's - Ranger- threadlocker; screw cap; wash 5.69 08/15/2016 101 - 42200 - 422110 8/06/2016 O'Reilly - Ladder I- 66' seal tape; (2) drain cock 6.23 08/15/2016 101 - 42200 - 422110 8/06/2016 Home Depot -(2) 1 l gold screw- curb 6.36 08/15/2016 101 - 43130 - 421990 8/06/2016 Home Depot -steam iron 14.98 08/15/2016 226- 45122- 440100 8/06/2016 USPS - 6 lb. 2.2 oz mailed to Duluth, GA 17.72 08/15/2016 601 - 49440 - 432200 8/06/2016 Monit Napa - Ladder 1 - Jaws of lilfe Hyd. Hose 20.42 08/15/2016 101- 42200 - 422100 8/06/2016 Runnings -(8) 24pk .5L water 23.92 08/15/2016 101 - 42200 - 421990 AP- Computer Check Proof List by Vendor (08/15/2016 - 12:16 PM) Invoice No Description Amount Payment Date Acct Number 8/06/2016 Home Depot -(6) 10' rebar; (2) 10' doug. Fir; (2) 52.76 08/15/2016 101 - 43130 - 421990 8/06/2016 NBP - suckers; tape; note pads 150.39 08/15/2016 609 - 49754- 421990 8/06/2016 Home Depot - curb stakes- poly sheet; (30) steel 180.38 08/15/2016 101 - 43130 - 421990 8/06/2016 Fastenal -(5) HCS 1/2 -13x4 YZ8; (5) thru -hard; 6.42 08/15/2016 101 - 45201- 421650 8/06/2016 Kwik Stop - (3.481) gallons unleaded @ $2.599 9.05 08/15/2016 101 - 42200 - 421200 8/06/2016 Fastenal - (3) MNS 5/16" 1/4x2 9/16- shop supp] 9.72 08/15/2016 101 - 43127 - 421500 8/06/2016 Walmart -wall clock 10.52 08/15/2016 609 - 49754- 421990 8/06/2016 Grady's - (3) ea. nipple pvc; couple; coupling ins 12.81 08/15/2016 101 - 45201- 421650 8/06/2016 Cub - (14) Limes; (10) Lemons 15.50 08/15/2016 609 - 49750- 425500 8/06/2016 Walgreens- box- nitrile exam gloves 17.99 08/15/2016 602 - 49490 - 421990 8/06/2016 CWP- seal kit 28.23 08/15/2016 101 - 43127 - 422300 8/06/2016 Grady's - paint scraper; carbide scraper 2" 28.98 08/15/2016 101 - 45201- 421650 8/06/2016 DISH - August 2016 60.95 08/15/2016 609 - 49754- 432500 8/06/2016 Home Depot - (30) 801b concrete mix; pallet fee 132.00 08/15/2016 101 - 45201- 421650 8/06/2016 Home Depot - refund- pallet fee -15.00 08/15/2016 101 - 45201- 421650 8/06/2016 Home Depot -(4) Gorilla Duct Tape 31.88 08/15/2016 101 - 43120 - 422400 8/06/2016 Home Depot -(4) GorillaTape; (2) #15 Felt -Chip 61.84 08/15/2016 101 - 43120 - 422400 8/06/2016 Home Depot -Par West- (20) 801b concrete mix 78.00 08/15/2016 101- 45201- 421650 8/06/2016 Runnings -(204) ft poly rope; (6) chain sharpenii 91.98 08/15/2016 101 - 45201- 421650 8/06/2016 Zep- (2) 50pk sunscrm Wipes 115.42 08/15/2016 101 - 45201- 420650 8/06/2016 Applied Mntc.- (2) 12pk spray paint- shop suppl; 238.82 08/15/2016 101 - 43127 - 421510 8/06/2016 Big Lake Lumber -(12) 2x10x12 bm treated- Pic 258.00 08/15/2016 101 - 45201- 421650 8/06/2016 G & K- Mats - (2) jacket; (12) shirts; (2) pullove 503.76 08/15/2016 609 - 49754- 421110 8/06/2016 G & K -Mats- inv. #1043508240; 1043524800; 1 174.47 08/15/2016 609 - 49754 - 431990 8/06/2016 Aramark- June 2016 uniforms - Parks 148.85 08/15/2016 101 - 45201- 441700 8/06/2016 Aramark- June 2016 uniforms - Sewer 85.10 08/15/2016 602 - 49490 - 441700 8/06/2016 Aramark- June 2016 uniforms - Water 85.10 08/15/2016 601 - 49440 - 441700 8/06/2016 Aramark- June 2016 uniforms - Streets 215.11 08/15/2016 101 - 43120 - 441700 8/06/2016 Aramark- June 2016 -shop towels 199.02 08/15/2016 101 - 43127 - 421990 8/06/2016 Arctic Glacier- resale- (5) inv #.9410; 9710; 011? 799.80 08/15/2016 609 - 49750- 425500 8/06/2016 Specialty Turf- (24) 64oz Razor Burn -BCOL & ( 960.00 08/15/2016 101 - 45201- 421600 8/06/2016 Diamond Vogel -(11) 5g White Traffic paint 1,059.85 08/15/2016 101 - 43120 - 421510 8/06/2016 WHCE- Sunset Pds /94th Lift Sta -6/1- 7/1/2016 (' 87.73 08/15/2016 602 - 49490 - 438100 8/06/2016 WHCE- 1645 & 1675 CR 39 30.62 08/15/2016 602 - 49490 - 438100 8/06/2016 WHCE- DMV 19.95 08/15/2016 217 - 41990 - 431900 8/06/2016 WHCE- 2171 W River St- Parks 36.45 08/15/2016 101 - 45201- 431900 8/06/2016 WHCE- Fire Hall 27.95 08/15/2016 101 - 42200 - 431900 8/06/2016 WHCE- 5980 Jason - Water 19.95 08/15/2016 601 - 49440 - 431900 8/06/2016 WHCE- MCC 27.95 08/15/2016 226 - 45122- 431900 8/06/2016 WHCE -207 Chelsea - Water 32.95 08/15/2016 601 - 49440- 431900 8/06/2016 WHCE -209 Cedar - Water 29.95 08/15/2016 601 - 49440 - 431900 8/06/2016 WHCE- 132 E Broadway St- Water 19.95 08/15/2016 601 - 49440 - 431900 8/06/2016 WHCE- 107 River St W- Parks 19.95 08/15/2016 101 - 45201- 431900 AP- Computer Check Proof List by Vendor (08/15/2016 - 12:16 PM) Invoice No Description Amount Payment Date Acct Number 8/06/2016 WHCE- Hi Way Liquor July 2016 21.32 08/15/2016 609 - 49754- 431900 8/06/2016 WHCE- MCC July 2016 19.95 08/15/2016 226 - 45122- 431900 8/06/2016 WHCE -200 Dundas Rd - Water July 2016 29.95 08/15/2016 601 - 49440 - 431900 8/06/2016 WHCE -909 Golf Crs. Rd - PW July 2016 19.95 08/15/2016 101 - 43110- 431900 8/06/2016 WHCE- General Street Lighting 1,342.17 08/15/2016 101 - 43160 - 438100 8/06/2016 Specialty Turf- (200) 501b Fertlizer- quotes attac 3,690.00 08/15/2016 101 - 45201- 421600 8/06/2016 Home Depot - Acrylic/Plastic Glue - Transition ! 14.24 08/15/2016 226 - 45122- 422990 8/06/2016 Grady's - Molding for Cabinet in Pool Area 15.99 08/15/2016 226 - 45122- 422990 8/06/2016 Walmart - Concession Resale - Almonds 41.76 08/15/2016 226 - 45127- 425410 8/06/2016 Walmart - F.I.Supplies 18.77 08/15/2016 226 - 45127- 421981 8/06/2016 Walmart - Resale: Swimpants, Socks„ 32.42 08/15/2016 226 - 45127- 425490 8/06/2016 Walmart - Batteries, Showoffs 35.88 08/15/2016 226 - 45122- 421990 8/06/2016 Wahmart - Basketball Nets for Hoops (4) 9.88 08/15/2016 226 - 45127- 421730 8/06/2016 Walmart - Pool Supplies: Mesh Bags (2) & Bask 13.64 08/15/2016 226 - 45127- 421750 8/06/2016 Office Max - Posters Laminated (7) 17.93 08/15/2016 226- 45122- 421990 8/06/2016 Dacotah Paper - Gloves & Bags for Concession! 125.10 08/15/2016 226 - 45127- 425410 8/06/2016 Dacotah Paper - Respirator Half Masks 36.84 08/15/2016 226 - 45122- 422990 8/06/2016 Dacotah Paper - Cleaning Supplies 496.74 08/15/2016 226 - 45122- 421100 8/06/2016 Dacotah Paper - Bathroom & Locker Room Supl 851.34 08/15/2016 226 - 45122- 421990 8/06/2016 G & K - Uniform Rental - Jeans 9.72 08/15/2016 226 - 45122- 441700 8/06/2016 G & K - Mops 43.30 08/15/2016 226 - 45122- 431110 8/06/2016 G & K - Towel Rental 6,60 08/15/2016 226 - 45122- 441710 8/06/2016 Amazon - Calculator Ribbons 138.89 08/15/2016 101 - 41940 - 421990 8/06/2016 Amazon - Display Flag Frame 38.95 08/15/2016 226- 45122- 443990 8/06/2016 Electric Motor Service - Motor Capacitor, Blade 328.15 08/15/2016 226 - 45122- 422100 8/06/2016 Electric Motor Service - Innovent Return Motor 658.44 08/15/2016 226 - 45122- 422100 8/06/2016 NBP - Paper Clips 4.74 08/15/2016 101 - 41940 - 421990 8/06/2016 NBP - Paper, Scissors, Calendars 111.49 08/15/2016 226 - 45122- 421990 8/06/2016 Advanced Disposal - June 2016 37,453.55 08/15/2016 101 - 43230 - 438400 8/06/2016 Advanced Disposal - June 2016 12,440.25 08/15/2016 101 - 43230 - 438400 8/06/2016 Advanced Disposal - June 2016 108.97 08/15/2016 656- 49870 - 438400 8/06/2016 Advanced Disposal - June 2016 110.80 08/15/2016 101 - 43127 - 438400 8/06/2016 Advanced Disposal - June 2016 47.74 08/15/2016 101 - 45201- 438400 8/06/2016 Advanced Disposal - June 2016 23.87 08/15/2016 101 - 45201- 438400 8/06/2016 Advanced Disposal - June 2016 113.38 08/15/2016 602 - 49480 - 438400 8/06/2016 Advanced Disposal - June 2016 208.87 08/15/2016 226 - 45122- 438400 8/06/2016 Advanced Disposal - June 2016 11.93 08/15/2016 101 - 45501- 431990 8/06/2016 Advanced Disposal - June 2016 23.87 08/15/2016 609 - 49754- 438400 8/06/2016 Advanced Disposal - June 2016 23.87 08/15/2016 101 - 45201- 438400 8/06/2016 Advanced Disposal - 2nd Carts (2) 60.00 08/15/2016 101 - 43230 - 438400 8/06/2016 USPS - Priority Mail to St.Paul (1 pkg) 11.36 08/15/2016 217- 41990 - 432200 8/06/2016 USPS - Priority Mail to St.Paul (2 pkgs) 16.27 08/15/2016 217 - 41990 - 432200 8/06/2016 Holiday - Unleaded Fuel 8.909 gals @ $2.079 18.52 08/15/2016 217 - 41990- 421200 AP- Computer Check Proof List by Vendor (08/15/2016 - 12:16 PM) Invoice No Description Amount Payment Date Acct Number 8/06/2016 Recreation Supply - Adjustable Floor Inlet - Zero 66.33 08/15/2016 226 - 45122- 421610 8/06/2016 R E Michel - Filters for HVAC (2) 56.56 08/15/2016 226 - 45122- 422990 8/06/2016 J H Larson - Coils for Air Handlers - Outside Lid 86.59 08/15/2016 226 - 45122- 422990 8/06/2016 Dollar Tree - F.I. Project Supplies: Waster Baskc 8.00 08/15/2016 226 - 45127- 421981 8/06/2016 Kwik Trip - Unleasded Fuel 9.096 gals @ $2.10 19.18 08/15/2016 217 - 41990 - 421200 8/06/2016 Old Republic Surety -Bond # -WI 50066761 OR 250.00 08/15/2016 400 - 43300 - 431990 8/06/2016 Trusted Employees - Background Checks (5) 115.00 08/15/2016 226 - 45122- 431990 8/06/2016 Trusted Employees - Background Checks (2) 46.00 08/15/2016 609 - 49754- 431990 8/06/2016 Corporate Connection - Corporate Desk Seal 81.29 08/15/2016 101 - 41940 - 421990 8/06/2016 Upholstery Plus - Upholstered Fitness Equipmen 525.00 08/15/2016 226 - 45122- 440800 8/06/2016 Swank - Movie in the Park - Inside Out 8/13/16 578.00 08/15/2016 226 - 45127- 421980 8/06/2016 X Stamper - Inked Notarty Stamp 31.45 08/15/2016 101 - 41940 - 421990 8/06/2016 Monticello Tire & Auto - Tires (2) 262.16 08/15/2016 101 - 43115- 440500 8/06/2016 ThyssenKrupp - Maintenance Agreement 8/1/16 376.98 08/15/2016 226 - 45122- 431900 8/06/2016 ThyssenKrupp - Maintenance Agreement 8/1/16 180.00 08/15/2016 101 - 41941- 431900 8/06/2016 Hirshfields - Empty Can 1.49 08/15/2016 101 - 43115- 421990 8/06/2016 West Metro - Battery, Coolant Sensor, Harness,1 742.11 08/15/2016 656- 49877 - 440500 8/06/2016 Paula Paulson - Draping for Wedding 7/30/16 R� 425.00 08/15/2016 226 - 45127- 431990 8/06/2016 Constant Contact - Monthly Email Marketing Se 60.00 08/15/2016 226 - 45122- 430910 8/06/2016 Auto Value - spark plug for hedge trimmer 1.89 08/15/2016 101 - 45201- 421650 8/06/2016 Marties - Rag Grass 6.90 08/15/2016 101 - 43120 - 422500 8/06/2016 Walgreens- (2) 24pk 16oz water 7.98 08/15/2016 601 - 49440 - 421990 8/06/2016 Runnings - (3) filters 11.62 08/15/2016 101- 43127 - 422100 8/06/2016 Monit Napa - guage; chuck; (4) hose ends 15.57 08/15/2016 101 - 43127 - 421500 8/06/2016 Monit Napa 4122 & stock- (4) oil filters 15.92 08/15/2016 101 - 43127 - 422120 8/06/2016 Cub - (40) Limes 16.00 08/15/2016 609 - 49750- 425500 8/06/2016 Home Depot - acrylic sheet 19.98 08/15/2016 602- 49490 - 422100 8/06/2016 Fastenal - shovel- 1/2 10.53 08/15/2016 601 - 49440 - 421990 8/06/2016 Fastenal - shove -1 1/2 10.53 08/15/2016 602 - 49490 - 421990 8/06/2016 Home Depot - 2.51b chalk red perm; blue; reel ki 27.88 08/15/2016 101 - 43127 - 421500 8/06/2016 Marties - Treflan 35.00 08/15/2016 101 - 45201- 421600 8/06/2016 Grady's - Mdw Oak - (4) 601b concrete mix; (2) 1 40.94 08/15/2016 101 - 45201- 421650 8/06/2016 Monit Napa - (10) (500) EP Moly MP Grs CA; s_ 44.02 08/15/2016 101- 45201- 422100 8/06/2016 Runnings -(18) engine oil; gal. bar oil 68.41 08/15/2016 101 - 46102 - 421990 8/06/2016 Runnings - boots Tim E.- Streets 90.00 08/15/2016 101 - 43120 - 420650 8/06/2016 Runnings -dock- Jack 48" delx cast; (2) life vest 134.97 08/15/2016 101 - 45201- 420650 8/06/2016 Moon Motors- Ranger- CDI System- test & rpr i 454.59 08/15/2016 101 - 42200 - 422100 8/06/2016 Fanberg Auctions - safety cage for Forklift 459.42 08/15/2016 101 - 43127 - 420650 8/06/2016 Marties - (1) pallet fertilizer - 23 -0 -15 585.00 08/15/2016 101 - 43120 - 422500 8/06/2016 Lanair Heaters- Waste Oil Heater- Shop 4,123.00 08/15/2016 101 - 43127 - 422300 8/06/2016 Monti Napa - A/C & Serpentine Belts for Bldg L 51.09 08/15/2016 101 - 42400 - 421990 8/06/2016 MN GFOA - Conference Registration 9/28 -9/30/ 225.00 08/15/2016 101 - 41520- 433100 8/06/2016 MN GFOA - Conference Registration 9/28 -9/30/ 225.00 08/15/2016 101 - 41520- 433100 AP- Computer Check Proof List by Vendor (08/15/2016 - 12:16 PM) Invoice No Description Amount Payment Date Acct Number 8/06/2016 Electric Motor Service - Blade Prop for #9 Cond 68.33 08/15/2016 226 - 45122- 422990 8/06/2016 Walmart - Zone Bars, Bananas for Concession R 16.68 08/15/2016 226 - 45127- 425410 8/06/2016 Walmart - Batteries, Aux Cable, 25.44 08/15/2016 226 - 45122- 421990 8/06/2016 Walmart - Cleaning Supplies 13.85 08/15/2016 226 - 45122- 421100 8/06/2016 Walmart - Snacks, Water, for Primary Election h 101.60 08/15/2016 101 - 41410- 443990 8/06/2016 Sensible Land Use Coalition - 8/31/16 Seminar) 80.00 08/15/2016 101 - 41910- 433100 8/06/2016 NBP - Expandable Files 15.62 08/15/2016 101 - 41410- 421990 8/06/2016 NBP - Pocket Files, Markers, Calculator Ribbon; 30.84 08/15/2016 101 - 41940- 421990 8/06/2016 NBP- Wall File 9.19 08/15/2016 101 - 41940 - 421990 8/06/2016 NBP - Legal Paper Pads, Labels, Lg Clamp 57.79 08/15/2016 101 - 41940 - 421990 8/06/2016 Fastenal -(30) 10x3 /4 HWH SDS 410SS; 12pt sc 6.13 08/15/2016 101 - 45201- 421650 8/06/2016 Grady's -(2) link- quick; 2ft chain decor; (4) pin 1 19.06 08/15/2016 101 - 45201- 421650 8/06/2016 Cub - (30) Limes; (8) Lemons 19.92 08/15/2016 609 - 49750- 425500 8/06/2016 Monti RV- 20 lbs LP gas 20.00 08/15/2016 101 - 45201- 421600 8/06/2016 Fastenal - Playgmd Inspec- Med. TL stick; quick 68.90 08/15/2016 101 - 45201- 422100 8/06/2016 Olson & Sons- 100W Med Clear Lamp 43.04 08/15/2016 101 - 45201- 422300 8/06/2016 Olson & Sons- 50W Metal Halide med clear 46.17 08/15/2016 101 - 45201- 422300 8/06/2016 Dakota Supply - HWY 25 restroom repair parts -1 88.72 08/15/2016 101- 45201- 422300 8/06/2016 MDH- Monitoring Well Permit #574453; 57599`' 100.00 08/15/2016 602 - 49490 - 443700 8/06/2016 MDH- Monitoring Well Permit #642723 50.00 08/15/2016 601 - 49440 - 443700 8/06/2016 Amazon- Backrack Safety Rack- PW truck 205.54 08/15/2016 101 - 43120 - 420650 8/06/2016 BigMouth - resale - (18) can coolers; (12) beer n 204.00 08/15/2016 609 - 49750- 425400 8/06/2016 BigMouth - freight- (18) can coolers; (12) beer n 25.50 08/15/2016 609 - 49750- 433300 8/06/2016 Fastenal -sign for DMV- Sammy Cst 20; TEB 3/ 34.62 08/15/2016 217 - 41990 - 434990 8/06/2016 Fastenal -sign for DMV- canopy bungee crd; pol 16.98 08/15/2016 217 - 41990 - 434990 8/06/2016 Home Depot -Xcel bathrooms- vanity top; drain; 142.16 08/15/2016 101 - 45203- 422300 8/06/2016 Runnings- Fire/Transfer Pump- (2) fuel hose 112.11 08/15/2016 602- 49490 - 421990 8/06/2016 Northern Tool -(2) storage boxes for F350- 60" a 719.00 08/15/2016 101 - 43127 - 422110 8/06/2016 Runnings - Stihl- parts; (3) chain sharpening; 57.66 08/15/2016 101 - 43127 - 422100 8/06/2016 Central Wood Prod- (90) Rec- Step Cert. Playrgc 1,572.50 08/15/2016 101 - 43127 - 422110 8/06/2016 Grainger - Fans for Fitness Area (2) 207.53 08/15/2016 226 - 45127- 421720 8/06/2016 Goodin Company - Sink Parts for Repairs 42.74 08/15/2016 226 - 45122- 422990 Check Total: 100,062.40 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 5 00007664973 Vanco - Gateway Exchange - July 2016 31.80 08/15/2016 656- 49870 - 443980 00007664973 Vanco - Gateway Exchange - July 2016 14.50 08/15/2016 601 - 49440 - 443980 00007664973 Vanco - Gateway Exchange - July 2016 14.50 08/15/2016 602 - 49490 - 443980 0007661893 Vanco - Fitness Rewards - July 2016 51.75 08/15/2016 226 - 45122- 430700 Check Total: 112.55 AP- Computer Check Proof List by Vendor (08/15/2016 - 12:16 PM) Invoice No Description Amount Payment Date Acct Number Total for Check Run: 121,432.82 Total of Number of Checks: The preceding list of bills payable was revi Date: 8/22/2016 Approved by AP- Computer Check Proof List by Vendor (08/15/2016 - 12:16 PM) Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 08/17/2016 - 12:57PM Batch: 00203.08.2016 - 00203.08.2016 AP Invoice No Description Amount Payment Date Acct Number Vendor: 2925 1ST LINE /LEEWES VENTURES LLC Check Sequence: 1 120894 Iced Coffee Flavors for Concession 260.00 08/23/2016 22645127- 425410 120894 Freight 5.75 08/23/2016 226 - 45122- 433300 122017 Freight 5.75 08/23/2016 226 - 45122- 433300 122017 Flavored Syrups for Concession (8) 650.00 08/23/2016 226 - 45127- 425410 Check Total: 921.50 Vendor: 3974 A+ TAXI OF MONTICELLO INC Check Sequence: 2 2013040 July 2016 - 869 Rides 3,333.00 08/23/2016 101 - 45178- 431990 Check Total: 3,333.00 Vendor: 3878 ACI ASPHALT & CONCRETE, INC Check Sequence: 3 60145 Resurface; New Trail section; crackseal; patchin; 39,948.52 08/23/2016 101 - 45201- 440990 Check Total: 39,948.52 Vendor: 2139 ADVANCED FIRST AID INC Check Sequence: 4 0716 -286 Battery, Replacement Electrode Pads (Adult & h 445.00 08/23/2016 226 - 45122- 422990 Check Total: 445.00 Vendor: 1019 ALLINA HEALTH SYSTEM Check Sequence: 5 II10021019 Qrtly bill- Med. training to keep cert up to date 1,013.65 08/23/2016 101 - 42200 - 433100 Check Total: 1,013.65 Vendor: 1021 AME RED E MIX INC Check Sequence: 6 108882 (4) loads W. Brdwy & Elm 727.00 08/23/2016 101 - 43120 - 422410 Check Total: 727.00 Vendor: 2828 APA -MN ADMINISTRATORS Check Sequence: 7 AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Invoice No Description Amount Payment Date Acct Number 8/11/2016 MN APA Conference 9/28- 9/30/16 AS 300.00 08/23/2016 101 - 41910- 433100 Check Total: 300.00 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 8 3115444 resale - beer 32.00 08/23/2016 609- 49750- 425200 3116932 resale - beer 623.00 08/23/2016 609 - 49750- 425200 3118414 resale - beer 32.00 08/23/2016 609 - 49750- 425200 355083 resale - beer credit inv #3115444 -32.00 08/23/2016 609 - 49750- 425200 Check Total: 655.00 Vendor: 4502 ARVIG Check Sequence: 9 251754 Border St.- (3,000) 440123101 12 Fiber 1,611.20 08/23/2016 656- 49877 - 421800 251754 utx- Calix- (8) Transreceiver; Fld. Intl. Pkg; Pw 6,764.04 08/23/2016 656- 49877 - 421800 251754 mx - Calix- (E7 -2 Gpon -B Card 8,410.63 08/23/2016 656- 49877 - 421800 251754 utx- Precision Optical- (2) Pre- SFP10G- 1323 -10- 2,020.95 08/23/2016 656- 49877 - 421800 Check Total: 18,806.82 Vendor: 3887 KEVIN BARTHEL Check Sequence: 10 8/15/2016 Farmers Market Token Collection Log - 8/15/16 85.00 08/23/2016 226 - 00000 - 220100 Check Total: 85.00 Vendor: 1064 BECKER SOD LLC Check Sequence: 11 10577 (225) yds sod; (3) pallets cone ch. 407.25 08/23/2016 101 - 43120 - 422500 Check Total: 407.25 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 12 54812200 resale- wine 112.00 08/23/2016 609 - 49750- 425300 54812200 resale - liquor 488.80 08/23/2016 609 - 49750- 425100 54812200 freight 13.50 08/23/2016 609 - 49750- 433300 54912900 resale- wine 80.00 08/23/2016 609 - 49750- 425300 54912900 resale - wine 454.27 08/23/2016 609 - 49750- 425100 54912900 freight 14.30 08/23/2016 609- 49750- 433300 94429900 resale - mixc 48.05 08/23/2016 609 - 49750- 425400 94429900 freight 0.22 08/23/2016 609 - 49750- 433300 Check Total: 1,211.14 Vendor: 1067 BERNICK'S Check Sequence: 13 157700 resale - soda pop 121.05 08/23/2016 609 - 49750- 425400 AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Invoice No Description Amount Payment Date Acct Number 157700 resale -juice 16.40 08/23/2016 609 - 49750- 425500 157701 resale - beer 992.65 08/23/2016 609 - 49750- 425200 158333 resale - Pop, Water, Juice 240.30 08/23/2016 226 - 45127- 425410 160490 resale - soda pop 69.45 08/23/2016 609 - 49750- 425400 160490 resale -juice 32.80 08/23/2016 609 - 49750- 425500 160491 resale - beer 2,019.80 08/23/2016 609 - 49750- 425200 Check Total: 3,492.45 Vendor: 3632 BRIAN BRAMLEY Check Sequence: 14 6628 (25) SCBA Flow Test;Compressor Serv,; (9) Fa( 2,460.00 08/23/2016 101 - 42200 - 431990 6912 Labor- valve stem; washers; o -ring 95.00 08/23/2016 101 - 42200 - 440440 6912 Materials- valve stem; washers; o -ring 38.68 08/23/2016 101 - 42200 - 440440 Check Total: 2,593.68 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPII Check Sequence: 15 1080509040 resale - liquor 684.77 08/23/2016 609 - 49750- 425100 1080509040 resale- wine 394.00 08/23/2016 609 - 49750- 425300 1080509040 freight 20.90 08/23/2016 609 - 49750- 433300 1080512207 resale - liquor 2,665.14 08/23/2016 609 - 49750- 425100 1080512207 resale- wine 312.00 08/23/2016 609 - 49750- 425300 1080512207 freight 35.07 08/23/2016 609 - 49750- 433300 Check Total: 4,111.88 Vendor: 2890 BROTHERS FIRE PROTECTION CO Check Sequence: 16 100184 Service Call & Repair on Detex on Outside Dooi 195.00 08/23/2016 226 - 45122- 440440 Check Total: 195.00 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 17 2348 -000G 168 Planning & Zoning - July 2016 150.00 08/23/2016 101 - 41610 - 430400 2348 -000G 168 2016034 - Red Rooster PUD - July 2016 225.00 08/23/2016 101 - 00000 - 220110 2348 -000G 168 General Legal - July 2016 1,555.00 08/23/2016 101 - 41610 - 430400 2348 -022G 41 Otter Creek - July 2016 22.50 08/23/2016 213 - 46301 - 430400 2348 -060G 5 16D001 LEGAL - Dahlheimer Title Registratior 150.00 08/23/2016 101 - 00000 - 220110 2348 -135G 2 16D001 LEGAL - Clear Creek Addition - July 2 510.00 08/23/2016 101 - 00000 - 220110 2348 -138G 2 2016 -035 - Mills Fleet Farm Addition - July 2011 2,167.80 08/23/2016 101 - 00000 - 220110 Check Total: 4,780.30 Vendor: 1094 CAREFREE LAWN SERVICE INC Check Sequence: 18 15613 (4) Hillside mowing & Debris Removal 640.00 08/23/2016 101 - 45201- 431050 AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Invoice No Description Amount Payment Date Acct Number 15613 (2) Riverside Lawn Maintenance 1,100.00 08/23/2016 651- 49010- 431050 Check Total: 1,740.00 Vendor: 4089 CARLSON & LYTER DISTRIBUTING, INC Check Sequence: 19 375 -64 resale - beer 97.50 08/23/2016 609- 49750- 425200 Check Total: 97.50 Vendor: 2213 CBS TV STATIONS Check Sequence: 20 71316 WCCO July 2016 1,204.35 08/23/2016 656- 49879 - 430920 Check Total: 1,204.35 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 21 00070693 Monthly Tank Rental 45.00 08/23/2016 226 - 45122- 441500 00954130 Bulk Carbon Dioxide (383 lbs) 81.10 08/23/2016 226 - 45122- 421600 00954130 Freight 21.50 08/23/2016 226 - 45122- 433300 00955786 Bulk Carbon Dioxide (165 lbs) 37.50 08/23/2016 226 - 45122- 421600 00955786 Freight 21.50 08/23/2016 226 - 45122- 433300 Check Total: 206.60 Vendor: 3932 JULIE CHENEY Check Sequence: 22 8/8/2016 Mileage (57.2) Excel Seminar in St.Cloud 8/4/1 f 30.89 08/23/2016 101 - 41520- 433100 Check Total: 30.89 Vendor: 1973 CLIMATE MAKERS INC Check Sequence: 23 53406 A/C Unit Charged 513.00 08/23/2016 101 - 45501- 443990 53406 A/C Unit Charged; Leak Repaired 973.11 08/23/2016 226 - 45122- 440440 Check Total: 1,486.11 Vendor: 1120 CONCRETE PRODUCTS NEW LONDON Check Sequence: 24 64193 (2) 6'x300' - 2oz Typar Standard 198.74 08/23/2016 101 - 45201- 421650 Check Total: 198.74 Vendor: 1746 CUSTOM FIRE APPARATUS INC Check Sequence: 25 17156 Tndr 7 & Engine 4- 2.5" relief valve; footman to 477.46 08/23/2016 101 - 42200 - 422110 Check Total: 477.46 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 26 AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Invoice No Description Amount Payment Date Acct Number 129891 resale -beer 17,181.17 08/23/2016 609 - 49750- 425200 129891 resale- beer n/a 264.60 08/23/2016 609 - 49750- 425400 130040 resale -beer 238.00 08/23/2016 609 - 49750- 425200 130050 resale- beer credit -16.90 08/23/2016 609 - 49750- 425200 130145 resale -beer 989.15 08/23/2016 609 - 49750- 425200 130305 resale -beer 38,891.79 08/23/2016 609 - 49750- 425200 130305 resale- beer n/a 68.05 08/23/2016 609 - 49750- 425400 130463 resale -beer 244.00 08/23/2016 609 - 49750- 425200 130494 resale -beer 884.85 08/23/2016 609 - 49750- 425200 130749 resale -beer 909.20 08/23/2016 609 - 49750- 425200 Check Total: 59,653.91 Vendor: 1533 DAVIS EQUIPMENT CORPORATION Check Sequence: 27 0I40242 #217 Cushman- Fuel pump; filter; regulator 541.64 08/23/2016 101 - 45201- 422100 0I40242 credit tax charged 6/13/16 invoices Stmnt 8/2/16 -52.90 08/23/2016 101 - 45201- 422100 Check Total: 488.74 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 28 385227 Primary Election Ad# 572661 149.22 08/23/2016 101 - 41410 - 435100 385228 PH Sale of Land - Ad# 577283 83.07 08/23/2016 213 - 46301 - 435100 387881 2015 TIF Disclosure 31.00 08/23/2016 213 - 46519- 435100 387881 2015 TIF Disclosure 31.00 08/23/2016 213 - 46520- 435100 387881 2015 TIF Disclosure 31.00 08/23/2016 213 - 46522- 435100 387881 2015 TIF Disclosure 31.00 08/23/2016 213 - 46524- 435100 387881 2015 TIF Disclosure 31.00 08/23/2016 213 - 46529- 435100 387881 2015 TIF Disclosure 31.00 08/23/2016 213 - 46530- 435100 387881 2015 TIF Disclosure 31.00 08/23/2016 213 - 46534- 435100 387881 2015 TIF Disclosure 31.00 08/23/2016 213 - 46535- 435100 387881 2015 TIF Disclosure 31.00 08/23/2016 213 - 46538- 435100 387881 2015 TIF Disclosure 62.51 08/23/2016 213 - 46301 - 435100 387882 2016035 - Ord 650A - Ad 9 579756 119.99 08/23/2016 101 - 41910 - 435100 387883 2016034 - Ord 651A - Ad # 579761 119.99 08/23/2016 101 - 41910 - 435100 Check Total: 813.78 Vendor: 4191 ELK RIVER GREENHOUSE LLC Check Sequence: 29 8/15/2016 Farmers Market Token Collection Log 8/11/16 325.00 08/23/2016 226 - 00000 - 220100 Check Total: 325.00 Vendor: 1170 FASTENAL COMPANY Check Sequence: 30 MNMON96511 Rustol- (12) l7oz White; (6) Pink- 1/2 28.59 08/23/2016 601 - 49440 - 421990 AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Invoice No Description Amount Payment Date Acct Number MNMON96511 Rustol- (12) 17oz White; (6) Pink- 1/2 28.59 08/23/2016 602 - 49490 - 421990 Check Total: 57.18 Vendor: 1171 FEDERAL EXPRESS Check Sequence: 31 5 -508 -29301 Pkgsto Kennedy Graven (4) 206.51 08/23/2016 213 - 46301 - 432200 Check Total: 206.51 Vendor: 2154 FEDERATED CO -OPS Check Sequence: 32 A68071 (109) Generator Fuel- Sunset Ponds 204.38 08/23/2016 602 - 49490 - 421200 Check Total: 204.38 Vendor: 2561 FERGUSON WATERWORKS #2516 Check Sequence: 33 0207911 Cmpd Ecdr Usage Pit; Meter Ecdr for Fleet Fan 2,066.44 08/23/2016 601- 49440 - 422710 0207918 Water Meter & (2) Flanges for Fleet Farm 366.84 08/23/2016 601 - 49440- 422710 0209324 (3) Metrotech Locator /Monitor; tested/repair kit 263.88 08/23/2016 601 - 49440 - 422100 0209324 (3) Metrotech Locator /Monitor; tested/repair kit 263.87 08/23/2016 602 - 49490 - 422100 Check Total: 2,961.03 Vendor: 2222 FOX SPORTS NET INC Check Sequence: 34 K98873 FSN July 2016 4,337.98 08/23/2016 656- 49879 - 430920 Check Total: 4,337.98 Vendor: 2462 FOX TELEVISION STATIONS INC Check Sequence: 35 73116 KMSP July 2016 1,106.70 08/23/2016 656- 49879 - 430920 73116 -2 WFTC July 2016 195.30 08/23/2016 656- 49879 - 430920 Check Total: 1,302.00 Vendor: 3748 JEFFREY D GARDNER Check Sequence: 36 8/15/2106 Farmers Market Token Collection Log - 8/4/16 44.00 08/23/2016 226 - 00000 - 220100 Check Total: 44.00 Vendor: 3762 GARRETTS DIAMOND CITY BREAD Check Sequence: 37 8/15/2016 Farmers Market Token Collection Log 8/11/16 15.00 08/23/2016 226 - 00000 - 220100 Check Total: 15.00 Vendor: 1223 HAWKINS INC Check Sequence: 38 3928636 (12) chlorine;(830) gal. Phosphate Liq.; (360)gal 10,854.97 08/23/2016 601 - 49440 - 421600 AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Invoice No Description Amount Payment Date Acct Number Check Total: 10,854.97 Vendor: 3092 HIRSHFIELDS - MONTICELLO Check Sequence: 39 30037755 1 gallon custom formula paint- match trim piece 33.49 08/23/2016 101 - 45201- 421650 30037771 1 gallon custom formula paint 33.49 08/23/2016 101 - 45201- 421650 Check Total: 66.98 Vendor: 4218 HOHENSTEINS, INC Check Sequence: 40 842871 resale - beer 349.50 08/23/2016 609 - 49750- 425200 Check Total: 349.50 Vendor: 2305 HOME BOX OFFICE Check Sequence: 41 73116 HBO July 2016 98.16 08/23/2016 656- 49879 - 430920 73116 HBO Bulk July 2016 278.04 08/23/2016 656- 49879 - 430920 73116 Max July 2016 25.92 08/23/2016 656- 49879 - 430920 Check Total: 402.12 Vendor: 1244 HORIZON COMMERCIAL POOL SUPPLY Check Sequence: 42 160715036 Pool Chemicals 1,383.54 08/23/2016 226 - 45122- 421600 Check Total: 1,383.54 Vendor: 2214 HUBBARD BROADCASTING INC Check Sequence: 43 73116 KSTC July 2016 227.85 08/23/2016 656- 49879 - 430920 73116 -2 KSTP July 2016 1,464.75 08/23/2016 656- 49879 - 430920 Check Total: 1,692.60 Vendor: 3749 DANIEL PAUL HUNZ Check Sequence: 44 8/15/2016 Farmers Market Token Collection Log - 8/11/16 20.00 08/23/2016 226 - 00000 - 220100 Check Total: 20.00 Vendor: 1689 INTERSTATE POWER SYSTEMS INC Check Sequence: 45 R001116167 Generator voltage reading issues 716.00 08/23/2016 602 - 49490 - 440440 Check Total: 716.00 Vendor: 4332 INTERSTATE TELCOM CONSULTING, INC Check Sequence: 46 36690 May 2016 services - FiberNet 328.88 08/23/2016 656- 49870- 431970 AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Check Total: 328.88 Vendor: 1259 JJ TAYLOR DISTRIBUTING Check Sequence: 47 2549749 resale - beer 940.60 08/23/2016 609 - 49750- 425200 2549749 resale - beern/a 88.60 08/23/2016 609- 49750- 425400 2549749 freight 3.00 08/23/2016 609 - 49750- 433300 2549784 resale - beer 2,482.50 08/23/2016 609 - 49750- 425200 Check Total: 3,514.70 Vendor: 1263 JOHNSON BROS WHOLESALE LIQUOR Check Sequence: 48 5503764 resale - liquor 8,717.06 08/23/2016 609 - 49750- 425100 5503764 resale - liquor 117.00 08/23/2016 609 - 49750- 433300 5503765 freight 54.72 08/23/2016 609 - 49750- 433300 5503765 resale - wine 1,696.35 08/23/2016 609 - 49750- 425300 5503765 resale - wine n/a 32.00 08/23/2016 609 - 49750- 425400 5503766 resale - beer 153.93 08/23/2016 609 - 49750- 425200 5505093 resale - liquor 8,414.53 08/23/2016 609 - 49750- 425100 5505093 freight 98.28 08/23/2016 609 - 49750- 433300 5505094 resale - wine 999.10 08/23/2016 609 - 49750- 425300 5505094 resale - mix 121.00 08/23/2016 609 - 49750- 425400 5505094 freight 27.72 08/23/2016 609 - 49750- 433300 5507036 freight 28.80 08/23/2016 609 - 49750- 433300 5507036 resale - liquor 2,266.44 08/23/2016 609 - 49750- 425100 5507037 resale- wine 537.35 08/23/2016 609 - 49750- 425300 5507037 freight 15.84 08/23/2016 609 - 49750- 433300 5507825 resale - liquor 892.50 08/23/2016 609 - 49750- 425100 5507825 freight 14.88 08/23/2016 609 - 49750- 433300 5507826 resale- wine 280.00 08/23/2016 609 - 49750- 425300 5507826 freight 7.20 08/23/2016 609 - 49750- 433300 5509066 resale - liquor 5,782.37 08/23/2016 609 - 49750- 425100 5509066 freight 63.23 08/23/2016 609 - 49750- 433300 5509067 resale - wine 2,428.48 08/23/2016 609 - 49750- 425300 5509067 resale - mix 140.85 08/23/2016 609 - 49750- 425400 5509067 freight 78.48 08/23/2016 609 - 49750- 433300 5509068 resale -beer 65.97 08/23/2016 609- 49750- 425200 5510477 resale - liquor 864.59 08/23/2016 609 - 49750- 425100 5510477 freight 10.56 08/23/2016 609 - 49750- 433300 5510478 freight 46.80 08/23/2016 609 - 49750- 433300 5510478 resale- wine 2,432.46 08/23/2016 609- 49750- 425300 5510479 resale -beer 24.00 08/23/2016 609 - 49750- 425200 585193 resale - wine credit inv. # 5497922 -28.00 08/23/2016 609 - 49750- 425300 AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Invoice No Description Amount Payment Date Acct Number 585193 freight credit -1.44 08/23/2016 609 - 49750- 433300 585963 resale - wine credit inv #5497922 -32.00 08/23/2016 609 - 49750- 425300 585963 resale - freight credit inv #5497922 -1.44 08/23/2016 609 - 49750- 433300 586228 resale - liquor credit inv #5406888 -8.46 08/23/2016 609 - 49750- 425100 586229 resale - liquor credit inv #5468025 -23.15 08/23/2016 609 - 49750- 425100 586230 resale - liquor credit inv #5472180 -12.75 08/23/2016 609 - 49750- 425100 586231 resale - wine credit inv #5492471 -8.67 08/23/2016 609 - 49750- 425300 586232 resale - wine credit inv #5497922 -9.08 08/23/2016 609 - 49750- 425300 586233 resale - wine credit inv #5499357 -8.00 08/23/2016 609 - 49750- 425300 586234 resale - liquor credit inv #5502289 -11.17 08/23/2016 609 - 49750- 425100 586956 resale- wine credit inv. #5483397 -13.10 08/23/2016 609 - 49750- 425300 586957 resale- wine credit inv. #5503765 -9.65 08/23/2016 609 - 49750- 425300 586958 resale- beer credit inv. #5503766 -2.76 08/23/2016 609 - 49750- 425200 Check Total: 36,242.82 Vendor: 3852 LASER MEMORIES Check Sequence: 49 980 Name Tags for Staff (3) Name Plate (1) 39.00 08/23/2016 226 - 45122- 421990 Check Total: 39.00 Vendor: 1292 LEROY JOB TRUCKING INC Check Sequence: 50 8/5/2016 Animal Charges (3) 35.10 08/23/2016 101 - 42700- 431990 Check Total: 35.10 Vendor: 1300 DOUGLAS WILLIAM LYSENG Check Sequence: 51 1347 On Site Services (6/28/16 - 8/11/16) 7,267.50 08/23/2016 702 - 00000 - 431990 1347 LED Monitors (2), DVI Converter & Cable, 371.10 08/23/2016 702 - 00000 - 421990 Check Total: 7,638.60 Vendor: 1303 M AMUNDSON LLP Check Sequence: 52 221939 resale - cigarettes; juice 1,118.14 08/23/2016 609- 49750- 425500 221939 resale - tobacco; cork screws; can coolers; etc 835.53 08/23/2016 609 - 49750- 425400 Check Total: 1,953.67 Vendor: 1229 MARRS ADVERTISING & DESIGN INC Check Sequence: 53 608 Ad in 'Experience Monticello Community Resoi 260.00 08/23/2016 226 - 45122- 434990 Check Total: 260.00 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 54 AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Invoice No Description Amount Payment Date Acct Number 636024 (381) gallons diesel @ $1.89 720.74 08/23/2016 101 - 43120 - 421200 636027 (700) gallons unleaded @ $1.91 1,336.03 08/23/2016 101 - 43120 - 421200 Check Total: 2,056.77 Vendor: 1308 MARCO INC Check Sequence: 55 INV3490172 Monthly Contract Payment 5,431.00 08/23/2016 702 - 00000 - 424100 Check Total: 5,431.00 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 56 231202 Contract C0520 - Motor Replaced for Unit 11 in 385.00 08/23/2016 226 - 45122- 440440 Check Total: 385.00 Vendor: 2111 MCFOA Check Sequence: 57 8/12/2016 Annual Membership 7/1/16 - 6/30/17 JS 35.00 08/23/2016 101 - 41310 - 443300 Check Total: 35.00 Vendor: 4517 SHERIE MELCHERT Check Sequence: 58 8/9/2016 Refund Partial Membership Fee 122.57 08/23/2016 226 - 45122- 347910 8/9/2016 Refund Partial Membership Fee 8.43 08/23/2016 226 - 00000 - 208100 Check Total: 131.00 Vendor: 1320 TRICIAMENTH Check Sequence: 59 8/15/2016 Mileage Reimbursement from Jury Duty 16.20 08/23/2016 101 - 00000 - 202010 Check Total: 16.20 Vendor: 2215 METRO GOLDWYN MAYER INC Check Sequence: 60 73116 MGM 2016 85.23 08/23/2016 656- 49879 - 430920 Check Total: 85.23 Vendor: 1330 CITY OF MINNEAPOLIS Check Sequence: 61 400451000376 (205) Transactions - July 2016 184.50 08/23/2016 101 - 42100 - 431990 Check Total: 184.50 Vendor: 2217 MLB NETWORK LLC AFFILIATE SALE Check Sequence: 62 067964 MLB July 2016 242.10 08/23/2016 656- 49879 - 430920 Check Total: 242.10 AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Invoice No Description Amount Payment Date Acct Number Vendor: 2108 MN CITY /COUNTY MGMT ASSOCIATION Check Sequence: 63 8/15/2016 5/1/16 - 4/30/17 Membership Renewal JO 134.00 08/23/2016 101 - 41310 - 443300 Check Total: 134.00 Vendor: 1349 MN DEPT OF TRANSPORTATION Check Sequence: 64 P00006052 100009 - MNDOT Inspections (Concrete & Bih 4,690.78 08/23/2016 400 - 43300 - 459010 Check Total: 4,690.78 Vendor: 1373 MONTICELLO SCHOOL DISTRICT #882 Check Sequence: 65 2452 School Calendar 2016 - 2017 Advertising 800.00 08/23/2016 226 - 45122- 434990 Check Total: 800.00 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 66 August 2016 Monthly Allocation - August 2016 4,730.00 08/23/2016 101 - 45175- 444310 Check Total: 4,730.00 Vendor: 1390 MTI DISTRIBUTING INC Check Sequence: 67 1082581 Support Hub; (7) blade- combo 241.13 08/23/2016 101 - 45201- 422100 Check Total: 241.13 Vendor: 2218 MUSIC CHOICE Check Sequence: 68 73116 Music Choice July 2016 309.27 08/23/2016 656- 49879 - 430920 Check Total: 309.27 Vendor: 2518 NEOFUNDS BYNEOPOST Check Sequence: 69 8/3/2016 Postage for Packages to Dept Public Safety - Jul, 158.12 08/23/2016 217 - 41990- 432200 8/3/2016 Postage Purchased 7 /26/16 1,000.00 08/23/2016 101 - 00000 - 155010 Check Total: 1,158.12 Vendor: 1913 NEW FRANCE WINE Check Sequence: 70 112366 resale - wine 324.00 08/23/2016 609 - 49750- 425300 112366 freight 7.50 08/23/2016 609 - 49750- 433300 Check Total: 331.50 Vendor: 2216 NHL NETWORK Check Sequence: 71 73116 NHL July 2016 193.68 08/23/2016 656- 49879 - 430920 AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Check Total: 193.68 Vendor: 1687 NORTHLAND SECURITIES INC Check Sequence: 72 4612 Redemption Notices for GO Bonds 2007A 500.00 08/23/2016 313 - 47000 - 462010 4612 Redemption Notices for GO Bonds 2008A 500.00 08/23/2016 315- 47000 - 462010 4616 TIF Management Plan Update - July 2016 1,220.00 08/23/2016 213- 46301- 431990 4617 TIF District 22 - July 2016 1,890.00 08/23/2016 213 - 46301 - 431990 4618 TIF District 34 - July 2016 200.00 08/23/2016 213 - 46301- 431990 Check Total: 4,310.00 Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 73 22470 July 2016 - Tech Assistance - City Projects 1,918.76 08/23/2016 101 - 41910 - 431990 22471 2016035 - Tech Assistance - Mills Fleet Farm - J 1,550.00 08/23/2016 101 - 00000 - 220110 22471 2016034 - Tech Assistance - Red Rooster Storag, 170.50 08/23/2016 101 - 00000 - 220110 22471 2016037- Tech Assistance - IRT Site Plans - July 3,231.88 08/23/2016 101 - 00000 - 220110 22471 July 2016 - Tech Assistance - Laestadian Church 170.50 08/23/2016 101 - 41910- 431990 22472 July 2016 - Tech Assistance - Meetings 450.00 08/23/2016 101 - 41910- 431990 Check Total: 7,491.64 Vendor: 1412 OMANN BROTHERS INC Check Sequence: 74 12291 (4.02) SPWEA240A 178.17 08/23/2016 101 - 43120 - 422400 12301 (1.03 ) LV4 Mix 45.53 08/23/2016 101 - 43120 - 422400 Check Total: 223.70 Vendor: 1273 PAUSTIS & SONS WINE CO Check Sequence: 75 8557212 resale - wine 384.04 08/23/2016 609- 49750- 425300 8557212 freight 10.00 08/23/2016 609 - 49750- 433300 8558145 resale - wine 260.45 08/23/2016 609 - 49750- 425300 8558145 freight 5.25 08/23/2016 609 - 49750- 433300 Check Total: 659.74 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 76 2017992 resale - liquor 6,251.79 08/23/2016 609 - 49750- 425100 2017992 freight 72.00 08/23/2016 609 - 49750- 433300 2018904 freight 25.20 08/23/2016 609 - 49750- 433300 2018904 resale - liquor 2,047.11 08/23/2016 609 - 49750- 425100 2018905 resale - wine 2,052.80 08/23/2016 609 - 49750- 425300 2018905 freight 60.48 08/23/2016 609 - 49750- 433300 2020825 freight 10.08 08/23/2016 609 - 49750- 433300 AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Invoice No Description Amount Payment Date Acct Number 2020825 resale - liquor 683.00 08/23/2016 609 - 49750- 425100 2021610 resale - liquor 3,181.18 08/23/2016 609 - 49750- 425100 2021610 freight 36.25 08/23/2016 609 - 49750- 433300 2021611 freight 27.36 08/23/2016 609 - 49750- 433300 2021611 resale- wine 894.50 08/23/2016 609 - 49750- 425300 2022570 freight 13.10 08/23/2016 609 - 49750- 433300 2022570 resale - liquor 984.70 08/23/2016 609 - 49750- 425100 2022571 resale -wine 1,184.00 08/23/2016 609 - 49750- 425300 2022571 resale- pickles 58.80 08/23/2016 609 - 49750- 425500 2022571 resale - mix 53.00 08/23/2016 609 - 49750- 425400 2022571 freight 34.92 08/23/2016 609 - 49750- 433300 2024406 freight 85.43 08/23/2016 609 - 49750- 433300 2024406 resale - liquor 4,040.20 08/23/2016 609- 49750- 425100 242994 resale- wine credit -57.80 08/23/2016 609 - 49750- 425300 243119 resale- wine credit inv. 2015221 -25.95 08/23/2016 609 - 49750- 425300 243119 freight credit inv. 2015221 -1.44 08/23/2016 609 - 49750- 433300 243377 resale - liquor credit inv. #2006912 -6.52 08/23/2016 609 - 49750- 425100 243378 resale - wine credit inv. #2007919 -4.00 08/23/2016 609 - 49750- 425300 243379 resale - liquor credit inv. #2011586 -7.69 08/23/2016 609 - 49750- 425100 243380 resale - wine credit inv. #2011587 -52.00 08/23/2016 609 - 49750- 425300 243380 freight credit inv. #2011587 -1.44 08/23/2016 609 - 49750- 433300 243381 resale - wine credit inv. #2015221 -42.00 08/23/2016 609 - 49750- 425300 243434 resale - liquor credit -16.00 08/23/2016 609 - 49750- 425100 Check Total: 21,581.06 Vendor: 4060 POP MEDIA NETWORKS, LLC POP MEDIA ( Check Sequence: 77 167949 POP July 2016 489.66 08/23/2016 656- 49879 - 430920 Check Total: 489.66 Vendor: 1442 PURCELL PLUMBING AND HEATING INC Check Sequence: 78 37919 new flush flapper install- Hi -way Liquor 150.00 08/23/2016 609 - 49754- 440100 Check Total: 150.00 Vendor: 1450 RAILROAD MANAGEMENT CO III LLC Check Sequence: 79 332581 10/16/16 - 10/15/17 Sewer Pipeline Crossing 176.86 08/23/2016 602 - 49490 - 431990 332588 License Fees 176.86 08/23/2016 263 - 49200 - 431990 333575 11/17/16 - 11/16/17 Water Pipeline Crossing 176.86 08/23/2016 601 - 49440 - 431990 333576 11/17/16 - 11/16/17 Sewer Pipeline Crossing 176.86 08/23/2016 602 - 49490 - 431990 Check Total: 707.44 AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Invoice No Description Amount Payment Date Acct Number Vendor: 4022 REINHART FOODSERVICE LLC Check Sequence: 80 465252 Freight 7.99 08/23/2016 226 - 45122- 433300 465252 Concession Resale: Cheese Sauce, Juice, Cookie 543.57 08/23/2016 226 - 45127- 425410 473046 Freight 7.99 08/23/2016 226 - 45122- 433300 473046 Concession Resale: Julce, Snacks, Hot Dogs, Pre 782.23 08/23/2016 226 - 45127- 425410 Check Total: 1,341.78 Vendor: 1874 RES SPECIALTY PYROTECHNICS Check Sequence: 81 19303 7/15/16 Riverfest Fireworks display service 8,200.00 08/23/2016 609- 49754- 443990 Check Total: 8,200.00 Vendor: 2602 RFD TV Check Sequence: 82 2306 -1157 RFD -TV July 2016 16.10 08/23/2016 656- 49879 - 430920 Check Total: 16.10 Vendor: 4518 RONALD RUFF Check Sequence: 83 8/11/2016 (4) graves buy back 340.00 08/23/2016 651 - 49010 - 349410 Check Total: 340.00 Vendor: 1474 PATRICIA A SALZWEDEL Check Sequence: 84 August 2nd Semi Monthly Contract Payment 1,593.75 08/23/2016 101 - 42700 - 431200 Check Total: 1,593.75 Vendor: 3751 CHRISTINE SCHYMA Check Sequence: 85 8/15/2016 Farmers Market Token Collection Log - 8/4/16 b 125.00 08/23/2016 226 - 00000 - 220100 Check Total: 125.00 Vendor: 2443 SECURITAS SECURITY SERVICES USA INC Check Sequence: 86 W531808 7/30/16 - Lepinski Wedding R2191 140.00 08/23/2016 226 - 45122- 431992 Check Total: 140.00 Vendor: 2301 SHOWTIME NETWORKS INC Check Sequence: 87 201607 - 40843608 Showtime July 2016 83.16 08/23/2016 656- 49879 - 430920 Check Total: 83.16 Vendor: 2212 SINCLAIR TELEVISION GROUP INC Check Sequence: 88 73116 WUCW -TV July 2016 423.15 08/23/2016 656- 49879 - 430920 AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Check Total: 423.15 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS. Check Sequence: 89 1438007 resale - wine 1,368.68 08/23/2016 609 - 49750- 425300 1438007 freight 29.40 08/23/2016 609- 49750- 433300 1438008 resale - wine 148.60 08/23/2016 609 - 49750- 425300 1438008 freight 1.98 08/23/2016 609 - 49750- 433300 1438009 resale - liquor 3,090.42 08/23/2016 609 - 49750- 425100 1438009 freight 41.65 08/23/2016 609- 49750- 433300 1440610 freight 12.49 08/23/2016 609 - 49750- 433300 1440610 resale - liquor 1,401.87 08/23/2016 609 - 49750- 425100 1440611 freight 14.00 08/23/2016 609 - 49750- 433300 1440611 resale- wine 696.00 08/23/2016 60949750- 425300 Check Total: 6,805.09 Vendor: 1497 SPECTRUM SUPPLY COMPANY Check Sequence: 90 19912 (2) 20/50's cups PW office 77.26 08/23/2016 101 - 43127 - 421990 Check Total: 77.26 Vendor: 2564 SPORTS PRO LLC Check Sequence: 91 615 Labor - Spinning Bikes #30 & 31, Treadmill #C <' 80.00 08/23/2016 226 - 45122- 440800 615 Materials - Belt Replaced Treadmill #24; Moldec 75.15 08/23/2016 226 - 45122- 440800 Check Total: 155.15 Vendor: 4513 AARON STAEHNKE Check Sequence: 92 8/15/2016 Farmers Market Token Collection Log 8/4/16 25.00 08/23/2016 226 - 00000 - 220100 Check Total: 25.00 Vendor: 1518 TDS TELECOM Check Sequence: 93 763 - 271 -3257 TDS 90.72 08/23/2016 702 - 00000 - 432100 763- 295 -2005 TDS 18.09 08/23/2016 702 - 00000 - 432100 763 - 295 -3714 TDS 330.52 08/23/2016 702 - 00000 - 432100 Check Total: 439.33 Vendor: 2251 TEGNA/GANNETT CO INC Check Sequence: 94 1084 -1021 TEGNA July 2016 1,367.10 08/23/2016 656- 49879 - 430920 Check Total: 1,367.10 AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Invoice No Description Amount Payment Date Acct Number Vendor: 4515 TELOCIN GROUP IN Check Sequence: 95 275404 Sunset Purl. generator main control board- A -36( 1,037.00 08/23/2016 602 - 49490 - 422100 Check Total: 1,037.00 Vendor: 1522 THORPE DISTRIBUTING COMPANY Check Sequence: 96 1121214 resale - beer 14,675.65 08/23/2016 609 - 49750- 425200 1124221 resale - beer 25.15 08/23/2016 609 - 49750- 425200 1124512 resale - beer 9,758.32 08/23/2016 609 - 49750- 425200 1127381 resale - beer n/a 90.90 08/23/2016 609 - 49750- 425400 120219 resale - beer -32.50 08/23/2016 609 - 49750- 425200 Check Total: 24,517.52 Vendor: 2252 TOWER DISTRIBUTION COMPANY Check Sequence: 97 531950 WGN July 2016 174.78 08/23/2016 656- 49879 - 430920 Check Total: 174.78 Vendor: 3594 TRIMARK Check Sequence: 98 2692472 Asst. bags 215.59 08/23/2016 609 - 49754- 421990 Check Total: 215.59 Vendor: 4326 USA BLUEBOOK Check Sequence: 99 022005 (5) 100ct Nitrile gloves 140.80 08/23/2016 602 - 49490 - 421990 Check Total: 140.80 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 100 1771886 resale - soda pop 468.50 08/23/2016 609 - 49750- 425400 1777827 resale - soda pop 289.50 08/23/2016 609 - 49750- 425400 Check Total: 758.00 Vendor: 1684 VINOCOPIA Check Sequence: 101 0158321 resale - liquor 425.75 08/23/2016 609 - 49750- 425100 0158321 resale- wine 180.00 08/23/2016 609 - 49750- 425300 0158321 freight 12.00 08/23/2016 609 - 49750- 433300 Check Total: 617.75 Vendor: 4514 LY LEE VUE Check Sequence: 102 8/15/2016 Farmers Market Token Collection Log - 8/11/16 196.00 08/23/2016 226 - 00000 - 220100 AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Invoice No Description Check Total: Vendor: 2067 WAG PARTNERSHIP 8/8/2016 ZHOGLD - Escrow Refund AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Amount Payment Date Acct Number 170.VV Check Total: Vendor: 1561 WATER LABORATORIES INC 5701 July 2016 Water Testing 3,391.00 Check Total: Vendor: 1567 WES OLSON ELECTRIC LLC 7919 Labor - Repair Bad Socket in Gym 7919 Materials - Mogul Socket Repaired in Gym 7933 Labor - Replace Ballasts; Repair Fixtures 7933 Material - Replace Ballasts; Repair Fixtures 272.00 Check Total: Vendor: 1573 WINE MERCHANTS INC 7093109 resale - wine 7093109 resale - wine n/a 7093109 freight 7094058 resale - wine 7094058 freight 601 - 49440- 422300 Check Total: Vendor: 2219 WORLD FISHING NETWORK LTD 652 -1013 World Fishing July 2016 Check Total: Vendor: 1577 WRIGHT CO AUDITOR -TREAS - ACH 8/16/2016 Court Fines & Fees for July 2016 609 - 49750- 425300 Check Total: Vendor: 1584 WSB & ASSOCIATES INC 01494 -480 47 ZRCFOS - Fallon Overpass Prelim Design Phas< 01494 -700 37 General WWTP Phase 4 - June 2016 01494 -780 21 MS4 /SWPPP Services Phase 4 - June 2016 01494 -800 30 100009 - CSAH 75 /TH 25 Intersection Improves AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Amount Payment Date Acct Number 170.VV Check Sequence: 103 3,391.00 08/23/2016 101 - 00000 - 220110 3,391.00 08/23/2016 602 - 49480 - 430300 74.00 08/23/2016 Check Sequence: 104 272.00 08/23/2016 601 - 49440 - 422740 272.00 Check Sequence: 105 105.00 08/23/2016 226 - 45122- 440100 12.50 08/23/2016 226 - 45122- 440100 165.00 08/23/2016 601 - 49440- 422300 37.00 08/23/2016 601 - 49440 - 422300 319.50 Check Sequence: 106 586.50 08/23/2016 609 - 49750- 425300 46.00 08/23/2016 609 - 49750- 425400 11.52 08/23/2016 609 - 49750- 433300 228.96 08/23/2016 609 - 49750- 425300 2.16 08/23/2016 609 - 49750- 433300 875.14 Check Sequence: 107 19.00 08/23/2016 656- 49879 - 430920 19.00 Check Sequence: 108 2.365.64 08/23/2016 101 - 42100 - 430410 Y,joj.o'r Check Sequence: 109 3,334.50 08/23/2016 101 - 43111- 430300 1,307.00 08/23/2016 602 - 49480 - 430300 74.00 08/23/2016 101 - 43111- 430300 40,541.50 08/23/2016 400 - 43300 - 459010 Invoice No Description Amount Payment Date Acct Number 01494 -940 17 BLK034 - Environmental Does - June 2016 3,547.75 08/23/2016 213 - 46301- 431990 01494 -950 22 14C002 - Phosphorus Construction Admin Phase 3,437.00 08/23/2016 602 - 00000 - 165010 01494 -950 22 14C002 - Digester Construction Admin Phase 8 4,953.00 08/23/2016 602- 00000 - 165010 01494 -950 22 14C002 - Digester Bidding Phase 7 - June 2016 32.50 08/23/2016 602 - 00000 - 165010 01494 -960 19 14C003 - School Blvd Overlay & Trail Improver 478.00 08/23/2016 400 - 43300 - 453010 01627 -680 10 2016 -035 - Mills Fleet Farm Plan Review - Jun 3,999.00 08/23/2016 101 - 00000 - 220110 01627-9909 15C002 - 95th St NE Extension - June 2016 1,343.00 08/23/2016 400 - 43300 - 459012 02596 -010 18 2016 General Engineering Services Phase 3 - Jut 2,583.33 08/23/2016 101 - 43111 - 430300 02596 -010 18 2016 General Engineering Services Phase 3 - Jur 2,583.33 08/23/2016 601 - 49440 - 430300 02596 -010 18 2016 General Engineering Services Phase 3 - Jut 2,583.34 08/23/2016 602 - 49490 - 430300 02596 -030 10 Maps -June 2016 896.50 08/23/2016 101 - 43111- 430300 02596 -100 13 15C001 - 2016 Street Reconst Proj Phase 3 - Jun 36,270.75 08/23/2016 400 - 43300 - 459011 02596 -11012 ZZBCOL MASTER - BCOLAthleticComplex 3,653.50 08/23/2016 229 - 45202- 431990 02596-1305 ZZAUTO - Autozone Plan Review - June 2016 73.50 08/23/2016 101 - 00000 - 220110 02596-1407 15C003 - 7th Street Retaining Wall - June 2016 210.75 08/23/2016 400 - 43300 - 459013 02596-1505 2016 WCA Services - June 2016 770.00 08/23/2016 101 - 43111 - 430300 02596-1606 15C004 - 7th Street/Th25 Intersection Improvers 10,009.75 08/23/2016 400 - 43300 - 459014 02596-1805 ZZBCOL MASTER - Xcel Ballfreld LAWCON 1,422.75 08/23/2016 229 - 45202- 431990 02596-1904 ZVERIZ - Verizon Water Tower Plan Review - J 220.50 08/23/2016 101 - 00000 - 220110 02596-2203 ZMISMS - Middle School Expansion - June 201 367.50 08/23/2016 101 - 00000 - 220110 02596-2303 ZMISPW - Pinewood Elementary Parking Expat 694.25 08/23/2016 101 - 00000 - 220110 02596-2401 ZZDAHL - Dahlheimer Building Expansion Plat 5,910.00 08/23/2016 101 - 00000 - 220110 02596 -250 2 ZMISHS - School District PUD Plan Review - J 294.00 08/23/2016 101 - 00000 - 220110 02596-2601 16C002 - Spirit Hills Trail Improvements - June 2,225.50 08/23/2016 229- 45202- 453910 02596-2701 ZHOGSP - Hoglund Bus & Truck Plan Review - 661.50 08/23/2016 101 - 00000 - 220110 Check Total: 134,478.00 Total for Check Run: 471,654.94 Total of Number of Checks: 109 The preceding list of bills payables was reviewed and Date: 8/22/16 Approved by: AP- Computer Check Proof List by Vendor (08/17/2016 - 12:57 PM) Mayor Brian Stump City Council Agenda: 8/22/16 2B. Consideration of approving new hires and departures for City departments (TE) A. REFERENCE AND BACKGROUND: The Council is asked to ratify the hiring and departures of employees that have occurred recently in the departments listed. It is recommended that the Council officially ratify the hiring /departure of all listed employees including part-time and seasonal workers. Al. Budget Impact: (positions are generally included in budget) A2. Staff Work Load Impact: If new positions, there may be some training involved. If terminated positions, existing staff would pick up those hours, as needed, until replaced. B. ALTERNATIVE ACTIONS: 1. Motion to ratify the hire /departures of the employees as identified on the attached list. 2. Motion to deny the recommended hires and departures. C. RECOMMENDATION: By statute the City Council has the authority to approve all hires /departures. City staff recommends Alternative #1, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: • List of new /terminated employees NEW EMPLOYEES Name Title Department Hire Date Class Raymond Dahlof Clerk Liquor Store 8/16/2016 PT TERMINATING EMPLOYEES Name Reason Department Last Day Class Charles Barnett III Involuntary Liquor Store 7/30/16 PT Jacob Rose Voluntary Water Dept. 8/12/16 Seasonal New Hire and Terms City Council 2016: 8/16/2016 City Council Agenda: 08/22/16 2C. Consideration of approving the sale or disposal of surplus City property (WO) There is no report this City Council cycle. City Council Agenda: 08/22/2016 2D. Consideration of adopting Resolution 2016 -057 to accept a contribution of $1,800 from Kieran Kadlec toward a memorial bench A. REFERENCE AND BACKGROUND: Council is asked to consider a donation from Kieran Kadlec for a memorial bench to be located at City View Park along trail. Al. Budget Impact: None at initial install. However staff time in the future will be needed to keep area trimmed. A2. Staff Workload Impact: Staff workload impact is to supervise the project. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2016 -057 accepting the donation of $1,800 for the memorial bench. 2. Motion to deny the donation. C. STAFF RECOMMENDATION: City staff recommends Alternative 1. D. SUPPORTING DATA: A. Resolution 2016 -057 B. Photo Proof 1 City of Monticello RESOLUTION NO. 2016-057 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION VALUE Kieran Kadlac Cash Contribution $1800 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used for a memorial bench. DONOR/ENTITY PURPOSE /AMOUNT Kieran Kadlec Memorial Bench /$1,800 Adopted by the City Council of Monticello this 22nd day of August, 2016. Brian Stumpf, Mayor ATTEST: Jennifer Schreiber, City Clerk Phone: 763 -807 -2976 Wrllgkt Email: pjk2uQhotmail.com 3093 Kalenda Avenue NE St Michael, MN 55376 De,5ign & Carving "The Experts ror Carving Your Legactq In Stone" CITY MATERIAL TYPE SIZE / DESCRIPTION PRICE 1 Jet Black Parkstyle Seat: 4 -0 x 1 -2 x 0 -3 All Polished $1,300.00 Bench Backrest: 4 -0 x 1 -2 x 0 -3 All Polished Legs: 1 -8 x 2 -9 x 0 -3 All Polished Carved and Lettered Ceramic Photo Colored Ceramic Photo 5" x 7" $300.00 Delivery & Setting and Delivery of marker w/ 5 cement $200.00 Setting wash. Total $1,800.00 1 /2 Down at the time of Approval $900.00 Remaining after completion $900.00 Total $1,800.00 Notes: * Also, be sure to purchase all necessary permits and fees required from the cemetery for erecting the approved memorial such as a marking fees. * We are not responsible for any fees, permits or fines from the cemetery, so all additional expenses are billed to the buyer and work will not be complete until all fees are paid. City Council Agenda: 08/22/16 2E. Consideration to approve a Therapeutic Massage Enterprise license for Daisy English Health Touch located at 133 Sandberg Road, Monticello (JS) A. REFERENCE AND BACKGROUND: The City Council is asked to consider Therapeutic Massage Enterprise Licenses for Daisy English Health Touch. The ordinance regulating Therapeutic Massage Enterprises took effect on June 1, 2016. The license, if approved, will be in effect immediately. Information required for approval consisted of: Application completed by the individual applicant, partnership, or corporation; License fee of $100; completed Background Information and Release Form and fee of $25; a completed Data Practices Advisory Form (Tennessen Warning) and a Certificate of Workers Compensation Insurance and/or Liability Insurance. The application was received and reviewed. Staff recommends approval pending favorable inspections based on City Ordinance and receipt of Certificate of Liability Insurance. If the City Council denies a license they will need to provide findings of fact on the denial. Al. Budget Impact: None. A2. Staff Workload Impact: Minimal staff time was necessary to review the request and prepare this report. B. ALTERNATIVE ACTIONS: 1. Motion to approve the Therapeutic Massage Enterprise License for Daisy English Health Touch located at 133 Sandberg Road, pending favorable inspection and receipt of Certificate of Liability Insurance. 2. Motion to deny the Therapeutic Massage Enterprise License based on findings of fact to be stated by the City Council. C. STAFF RECOMMENDATION: Staff recommends Alternative 1. D. SUPPORTING DATA: • Application APPLICATION FOR 2016 THERAPEUTIC MASSAGE ENTERPRISE LICENSE Date: Application is hereby submitted for a Therapeutic Massage Establishment License within the City of Monticello, in accordance with the Ordinance of said City regulating the same. Enclose with the application: • The license fee of $100 + $50 per Massage Therapist (a separate application must be submitted for each therapist) • A completed and signed "background check authorization" form and copy of river's license • A certificate of workers' comp. insurance or company name & policy # if applicable) • A certificate of liability insurance 1. FULL Name of Business: t :! S- \,/ �F ki Address of the Business 4. Legal Description of Premises and Description of the Premises to be Licensed (plan of the area showing dimensions, location of buildings, street access, and parking) and facilities and floor number, street number, and rooms where the massage services are to be conducted. t,j/ >n 5. Business Phone Number(s): -- 6. Minnesota Tax Identification No.: 7. Federal Tax Identification No. Manager or Owner's FULL Name: �� ,(� �' 14 Last First MI 9. Manager or Owner's Date of Birth: 10. Manager of Owner's Place of Birth: Yawlicant is different from Mana ey r /Proprietor please fill out Q's 10 through I S 11. Applicant's Full Name: Enci;�,I( k IIT 12. Applicant's Phone Number: Cell Home 13. Applicant's Email Address: _ v 14. Applicant's Home Address: 15. Applicant's Date of Birth: 16. Applicant's Place of Birth: 17. Is Applicant, or has Applicant been known by a name other than the current true legal name, and if so, what name(s), when,eand in what capacity or place was such a name used. p .� nw n A , f ... \ 18. Are you a U.S. Citizen or resident alien or has the legal authority to work in the United States? i , — A N 19. The name and street address Wthe business if it is to be conducted under a designation, name, or style other than the name of the applicant, and a certified copy of certificate as required by Minnesota Statues, Section 333.02. 1-i +P, C s s F'� v l c., +r 0.1 1 3 20. Applicant's Position with Company: 21. List the type, name, and location of every business or occupation Applicant has been engaged in during 22. Does Applicant have any training or experience in performing massage services, including any certification, degrees, diplomas, or educational coursework. 23. Full Name of Owner of Premises: Dev-ca^ 24. Address of Owner of Premises: (If different from applicant): 25. Owners Phone Number (If different from applicant): °2 26. Amount of Investment (buildings, fixtures, furniture, etc): c z w,4.z 27. If partnership, state names and addresses of all partners. Include a copy of the Partnership Agreement. 28. If corporation, state names, addresses and birthdates of all officers and directors. Include a copy of the Articles of Incorporation and Secretary of State's Certificate of Good Standing. Ordinance doesn't require this? No other persons Aan those named in this application have any interest in the management and control of such business. 29. Description of services to be provided and of goods, if any, to be sold: 30. If goods are sold, source of supply: 31. Business Hours of Operation: 32. Other cooy-m�m�unities w��hJJe,�rre��lli�icenses are or have been held: 33. Has Applicant previously been denied a license to perform massage services, or had a license revoked or suspended, and, if so, the circumstances of such denial, revocation, or suspension. 34. List below as to whether, within the preceding five (5) years, the applicant, and/or owner of the business has been convicted of any crime relating to theft, damage or trespass to property, sale of a controlled substance, or the operation of business; the nature of any such offense and the penalty assessed. 35. The names, residences and /or business addresses of three (3) persons, residents of the State of Minnesota of good moral character, not related to the Applicant or financially interested in the licensee's premises who may be referred as to the Applicant's chars -,tpr i�{n...+nlinn is rgnnirp.d of n manaaar. *hp mananorle nharflntur _ ate, :'Y3 _ Antfl 36. Uo you reside 7ntIceHo and have our home as a base for your`business: o✓ Yes No IC Alm DATA PRACTICES ADVISORY: The data supplied in this application will be used to assess the qualifications for a license. This data is not legally required but the City will not be able to grant the license without it. If a license is granted, the data will constitute a public record. I hereby certify that the foregoing statements are true and correct to the best of my knowledge and that the giving of false information or the failure to give pertinent information constitutes cause for revocation of this permit. Further, I agree to comply all the provisions of the ordina�nc e under which this license is granted. Applicant's Date: Subscribed and sworn before me, a notary public, on this _ day of My Commission expire: (,+� -f 1 1 1,� 20 Return completed application and requested information along with the fee to: Jennifer Schreiber, City Clerk, City of Monticello, 505 Walnut Street, Monticello, MN 55362 Phone: 763 -271 -3204 Approved by /Date Make check or License Fee order payable to OFFICE USE ONLY This license will Receipt No. of Monticello" on December 31, 2016 License No. City Council Agenda: 08/22/16 2F. Consideration of approving a Special Event Permit for use of City resources on Saturday, September 25, 2016 for the Wag and Walk Festival. Applicant: Monticello Paws for Parks Committee. (JS /TP) A. REFERENCE AND BACKGROUND: The City has received a Special Event permit application requesting minimal City assistance for the Wag and Walk Festival, to be held on Sunday, September 25, 2016 as a celebration and fundraiser for the new Monticello off -leash dog park, Monti Paws Park. The dog park is located in Meadow Oak Park at 803 Meadow Oak Avenue. Special Event permits are brought to the City Council if any City resources are required for the event. In this case, the Monticello Paws for Parks Committee has requested that the City: 1) Waive the special permit fee; 2) Allow local vendors in its Meadow Oak Park; and 3) The Parks Department provide additional picnic tables, trash receptacles, marketing and route maps for the event. Paws for Parks is a sub - committee of the Monticello Parks Commission. Activities are proposed to begin at 12:00 PM with walk registration at the park. The walk will commence at approximately 1:15 p.m. and will take short and long- course routes on pathways in the Meadow Oak area. After the walk, other associated event activities will occur in the park. Events will conclude by 4:00 PM. Vendors are not charged a fee for having a table but, instead, will be donating something back to the park in the form of a monetary donation or prizes for the various contests (pet tricks, pet costumes, etc.). The committee is seeking sponsors for the event to cover any expenses and all proceeds will be given to the City for continued maintenance and improvements to Monti Paws Park. Council will note that Meadow Oak Park does not have a park reservation fee. The park will still be open to the public during the event; no exclusive use of the park for this event is considered as part of this permit. As a condition of the permit and in accordance with City ordinance, dogs will be required to be leashed throughout the event. The Wright County Sheriff's Office has reviewed the permit and sees no issue as far as law enforcement is concerned. Law enforcement will also be present at the event for K -9 officer demonstrations, and the event is honoring fallen K -9 officer Saber. The animal control officer was also contacted and invited to attend the event, however, she is unable to attend. Last year was the first time the event was held. There were approximately 300 people in attendance, 75 dogs, and 10 community partners (vendors related to pets). The total raised for the event was approximately $2,400. Al. Budget Impact: None. A2. Staff Workload Impact: Minimal staff time was necessary to review the request and prepare this report. Additional staff time on the part of the Parks Department for City Council Agenda: 08/22/16 assistance in site planning, routing details, and marketing is estimated at four hours for this request. B. ALTERNATIVE ACTIONS: 1. Motion to approve the Special Event Permit for the Wag & Walk Festival by the Monticello Paws for Parks Committee on September 25, 2016, including waiving of the Special Permit fee, allowance for vendors in Meadow Oaks Park, and use of City resources as described in the staff report, subject to the following conditions: a. All dogs must be leashed throughout the event in accordance with City Ordinance, Title 6, Chapter 2 — Dogs and Other Domestic Animals. b. Continued coordination with Parks Superintendent and compliance with the recommendations of the Parks Superintendent regarding the event. 2. Motion to deny the Special Event Permit for the Monticello Paws for Parks Committee on September 25, 2016. C. STAFF RECOMMENDATION: Staff recommends alternative 1 above. D. SUPPORTING DATA: A. Narrative B. Brochure C. Course Map D. City Ordinance, Title 6, Chapter 2, - Dogs & Domestic Animals 2 Monticello Paws for P <arks Proposed Special Event What: Wag and Walk Festiva When: September 25, 2016. 1:00 pm — 4:00 pm Where: Meadow Oak Park (Dog Park) and surrounding paths Who: Sponsored by Monticello Paws for Parks Committee (a subcommittee of the Parks Commission) Description: The Wag and Walk f c _.ti Jal (`O'L is a dog walk (similar to a SK event) that is intended to raise money for continued improvement at the dog park, and a portion of the proceeds will be donated to an organization that assists police dogs /retired police dogs. Moreover, this is an opportunity to provide awareness about the Dog Park and proper dog ownership, and to create connections with both private and public pet - related services. Registration will start at 12:00 pm and the walk will commence at approximately 1:1 1 ,m. On-1, the w�)lk is complete, participants will be able to participate in multiple contests, and visit with local vendors and groups that provide services for dog owners. The event will meet all of the Special Event Temporary Use Permit criteria and members of the Paws for Parks Committee, as well as other volunteers, will conduct appropriate communication with the city of Monticello leading up to the event. Additional Request: Due to our strong connection with Monticello Parks, and our attempt to enhance the Monticello Parks as a whole, we requt t that 'he application fee be waived. Submitted by Joe Rosh on 08/04/2016 osm c W -se se N L V c d o 0 3 Z v Q � Q 0 L`L 1_L o CL tow o C4 N co 4.4 � LJJ Co o `° o iE CL o O w C=a CD a, y - O cv a' 1— o F- > '- US o CO) E CD � W I— o CL W -� W c v L OC �, .2 o - cc W �a � Z o L J O W Q- w o O Z ca a Q W as Cl) > (1) - w W =� A OMU ice4 y w A A A A A A A A A A A A A ,"•. (o A A * !2L 00% A A A A Zao z� CHAPTER 2 DOGS AND OTHER DOMESTIC ANIMALS SECTION: 6 -2 -1: Definitions 6 -2 -2: Enforcement 6 -2 -3: Right of Entry 6 -2 -4: Records 6 -2 -5: Running at Large Prohibited 6 -2 -6: Wild or Vicious Animals Prohibited 6 -2 -7: Animal Control Officer; Animal Wardens 6 -2 -8: Interfering with Animal Wardens 6 -2 -9: Vaccination of Dogs Required 6 -2 -10: Vaccination of Cats Required 6 -2 -11: Impoundment of Rabies Suspects 6 -2 -12: Confinement of Animals with History of Biting 6 -2 -13: Abandonment of Animals 6 -2 -14: Dog License Required 6 -2 -15: Dog License Fee and Application 6 -2 -16: Unauthorized Use of Dog License Receipts, Tags of Inoculation Certificates 6 -2 -17: Dog Tags 6 -2 -18: Impounding Dogs 6 -2 -19: Impounding Stray Dogs 6 -2 -20: Disposition of Certain Diseased or Dangerous Dogs or Other Animals 6 -2 -21: Redemption of Dogs and Other Animals 6 -2 -22: Possession of Nuisance Animals 6 -2 -23: Dogs: Disturbing the Peace; Enforcement 6 -2 -24: Cleaning up Litter 6 -2 -25: Dangerous or Potentially Dangerous Dogs 6 -2 -26: Permits for Commercial Dog Kennels; Permits for Keeping More than Three Dogs over the Age of Six Months 6 -2 -27: [deleted] 6 -2 -28: [deleted] 6 -2 -1: DEFINITIONS: Unless the context clearly indicates otherwise, the words, combination of words, terms, and phrases as used in this section et seq. shall have the meanings set forth in the following paragraphs: (A) "Person" shall mean any individual, firm, partnership, or corporation. (B) "Animal Warden" shall mean the person contracted with by the City Council, designated as such by them, to perform the duties prescribed by this ordinance as an independent contractor. MONTICELLO CITY ORDINANCE TITLE VI /Chapt 2 /Page 1 (C) "Commercial Kennel' shall mean a place where more than three (3) dogs of over six (6) months age are kept for purposes of breeding, sale, or boarding. (D) "Citation" shall mean a notice or complaint issue by the Animal Warden to the owner of any animal apprising said owner of one or more violations of this ordinance. (E) "At Large" - A dog is at large when it is off the property of the person owning, harboring, or keeping said dog and it is not under restraint. (F) "Veterinary Hospital' shall mean place for the treatment, hospitalization, surgery, care, and boarding of animals or birds, which place is owned and operated by a licensed veterinarian. (G) "Under Restraint" - A dog is under restraint if it is on the premises of the person harboring or keeping the dog; if it is within a private motor vehicle of a person owning, harboring, or keeping the dog; or if it is controlled by a leash not exceeding six (6) feet in length. (H) 'Dog Kennel" shall mean any place, building, tract of land, boat, or vehicle wherein or whereupon dogs are kept, congregated, or confined, such dogs having been obtained from municipalities, dog pounds, dog auction, or by advertising for unwanted dogs, or dogs abandoned or stolen. (I) "Owner" shall mean any person owning, keeping, harboring, or acting as custodian of a dog or other domesticated animal. (J) "Premises" shall mean any building, structure, shelter, or land whereon dogs or other animals are kept or confined. (K) "Public Nuisance Animal or Animals" shall mean any animal or animals which: If dog or dogs is /are repeatedly found at large; 2. Damages the property of anyone other than its owner; 3. Is /are vicious animal(s); 4. Causes fouling of the air by odor; 5. Causes unsanitary conditions of enclosures or surroundings; 6. By virtue of number of types of animals maintained are offensive or dangerous to the public health, safety, or welfare; 7. Excessively makes disturbing noises; MONTICELLO CITY ORDINANCE TITLE VI /Chapt 2 /Page 2 Molests passer(s)by or passing vehicles; 9. Attacks other domestic animals; (L) "Vicious Animal or Animals" shall mean any animal or animals which constitute a physical threat to human beings or other animals by virtue of one or more attacks of such severity as to cause property damage or physical injury, however slight. 6 -2 -2: ENFORCEMENT: The provisions of this ordinance shall be enforced by the Animal Warden and those officers designated in this ordinance. The Animal Warden may issue citations for violations of this ordinance. 6 -2 -3: RIGHT OF ENTRY: The Animal Warden shall have the right to enter upon any premises at all reasonable times for the purpose of discharging the duties imposed by this ordinance where there is a reasonable belief that a violation of this ordinance has been committed. 6 -2 -4: RECORDS: It shall be the duty of the Animal Warden to keep the following records subject to inspection by the Council, City Administrator, or their designated agents as set forth in the following paragraphs: (A) Accurate and detailed records of the licensing, impoundment, and disposition of all animals coming into custody. (B) Accurate and detailed records of all reported bite cases and investigations for a period of three (3) years. (C) Accurate records of all citations issued for violations of this ordinance. (D) Accurate and detailed records of all money collected and expended in the operation of the functions of his office. 6 -2 -5: RUNNING AT LARGE PROHIBITED: No dog shall be allowed by its owner to run at large, and every owner of a dog shall cause the same to be: (A) Confined to the owner's property by training, fencing, or leashing, and females in heat shall be confined in an enclosure and so kept and confined therein during such entire period and until such dogs shall not attract other dogs on account thereof. (B) While in any public place as a school, playground, or a park to be on a leash, chain, or cord of not more than six (6) feet in length and in the custody of a person of sufficient age to adequately control the dog at all times. MONTICELLO CITY ORDINANCE TITLE VI /Chapt 2 /Page 3 (C) While in all other areas such as on a public street or in an automobile, to be in the custody of a person of sufficient age to adequately control the dog at all times and to have and keep said dog under control. 6 -2 -6: WILD OR VICIOUS ANIMALS PROHIBITED: No person shall keep or allow to be kept any place in the city an animal of a ferocious or vicious character, habit, or disposition, or any animal which is wild by nature. 6 -2 -7: ANIMAL CONTROL OFFICER; ANIMAL WARDENS: The City Council may appoint or designate an Animal Control Officer to enforce the provisions of this ordinance and to perform such duties in connection with the enforcement thereof as the City Administrator or the code of ordinances may direct. The City Administrator may authorize, at such times as he or she may deem necessary, persons to be designated as Animal Wardens and to purchase equipment for the purpose of capturing and conveying to an animal pound all animals in violation of this code. Such Animal Wardens shall be under the supervision of the Animal Control Officer and the City Administrator. Such Animal Wardens are authorized to issue violation tags and to carry and display appropriate badges or identification. 6 -2 -8: INTERFERING WITH ANIMAL WARDENS: No person shall in any manner molest, hinder, or interfere with the Animal Warden employed directly or by contract with the City to capture animals and convey them to the animal pound while such person is engaged in such occupation. Whoever violates this section shall be guilty of a misdemeanor. 6 -2 -9: VACCINATION OF DOGS REQUIRED: No person shall keep, harbor, or maintain care, custody, or control over any dog over four (4) months of age unless said dog has been vaccinated in accordance with the terms of this section. After three (3) months of age and before four (4) months of age, the dog shall be first vaccinated with an approved rabies vaccine. Within twelve (12) months after its original vaccination, the dog shall receive a booster vaccination with an approved rabies vaccine. Thereafter, the dog shall receive booster vaccinations every twelve (12) to thirty -six (36) months, depending on the prescribed frequency of booster vaccinations in the manufacturer's specifications for the vaccine previously used. All rabies vaccinations shall be performed by or under the direct supervision of a licensed veterinarian, and the dog owner shall obtain a certificate of vaccination. 6 -2 -10: VACCINATION OF CATS REQUIRED: No person shall keep, harbor, or maintain care, custody, or control over any cat over four (4) months of age unless said cat has been vaccinated in accordance with the terms of this section. After three (3) months of age and before four (4) months of age, the cat shall be first vaccinated with an approved rabies vaccine. Within twelve (12) months after its original vaccination, the cat shall receive a booster vaccination with an approved rabies vaccine. Thereafter, the cat shall receive booster vaccinations every twelve (12) to thirty -six (36) months, depending on the prescribed frequency of booster vaccinations in the manufacturer's specifications for the vaccine previously used. All rabies vaccinations shall be performed by or under the direct supervision of a licensed MONTICELLO CITY ORDINANCE TITLE VI /Chapt 2 /Page 4 veterinarian, and the cat owner shall obtain a certificate of vaccination. 6 -2 -11: IMPOUNDMENT OF RABIES SUSPECTS: (A) Any dog or cat not vaccinated in accordance with Sections 6 -2 -9 and 6 -2 -10 which has bitten any person and caused an abrasion or puncture of the skin of such person shall be seized and impounded under the supervision of a licensed veterinarian or at the city contract kennel facility for a period of not less than ten (10) days. If, after a complete examination by a veterinarian the dog or cat has no clinical sign of rabies, it may be released to the owner upon the condition that the owner have the animal vaccinated as required by Sections 6 -2 -9 and 6 -2 -10 and licensed as required by Section 6 -2 -13. In the case of a stray, the animal shall be disposed of in accordance with applicable laws. It shall be unlawful for any owner or person having custody or control of any dog or cat not vaccinated in accordance and which has bitten any person to refuse to release such dog or cat and make it immediately available to the Animal Warden for the purpose of quarantine. (B) Any dog or cat vaccinated in accordance which has bitten any person shall be confined by the owner or other responsible person in such manner as the Animal Warden may direct and for a period of not less than ten (10) days. The Animal Warden or authorized representative shall conduct a mid -term and terminal examination of the animal. If no signs of rabies are observed by the Animal Warden, the domestic animal may be released from confinement. It shall be unlawful for any owner or person in custody or control of any vaccinated dog or cat which has bitten any person to refuse or fail to quarantine such dog or cat as required by this subsection. The Animal Warden or his agent shall seize any dog or cat not quarantined in accordance with this subsection. (C) Any other animal which has bitten any person and caused an abrasion or puncture of the skin of such person shall be seized and impounded under the supervision of a licensed veterinarian or at the city contract kennel facility for a period of not less than ten (10) days. If after a complete examination by a veterinarian the animal has no clinical signs of rabies, the animal may, with the approval of the Animal Warden, be released to the owner. In the case of an unclaimed animal, it shall be disposed of in accordance with applicable laws. It shall be unlawful for any owner or person in custody or control of any animal which has bitten any person to refuse to release such animal and make it immediately available to the Animal Warden for the purpose of quarantine. (D) Any rabies suspect impounded or confined under this section which is found to be sick or diseased shall be reported immediately in writing to the Animal Warden by the attending veterinarian or operator of the quarantine facility. The Animal Warden shall then take possession of such animal for the purposes of determining if it is suffering from rabies. MONTICELLO CITY ORDINANCE TITLE VI /Chapt 2 /Page 5 6 -2 -12: CONFINEMENT OF ANIMALS WITH HISTORY OF BITING: Every fierce, dangerous, or vicious animal, including dogs, that has a history of biting a human or any domestic animal, shall be confined by the owner within a building or secure, covered enclosure. Such animal shall not be taken out of such building or secure, covered enclosure unless muzzled and on a leash. 6 -2 -13: ABANDONMENT OF ANIMALS: It shall be unlawful to abandon any dog or other animal within this city. 6 -2 -14: DOG LICENSE REQUIRED: (A) No person shall own, harbor, or keep a dog over six (6) months of age within the city unless a current license for such dog has been obtained. The license shall be issued for a two (2) year period and shall expire on December 31 of the last year of the license issued. A late payment charge, in the amount set by the Council from time to time, shall be assessed for failure to apply for a renewal license by March 1 of the year of expiration of the current license. The City Administrator may pro -rate the amount of the license fee of one who owns, harbors, or keeps a dog over six (6) months of age for less than a full two -year period. (B) The license fee for the keeping of a dog over six (6) months of age may be waived on application by a person who shall certify that he or she is over the age of sixty -five (65) years and has an annual income not in excess of Five Thousand Dollars ($5,000). 6 -2 -15: DOG LICENSE FEE AND APPLICATION: It shall be required of each person owning, keeping, or harboring a dog to pay a license fee to the City Administrator or Animal Warden as imposed by this section, except as provided in Section 6 -2 -13 herein. The license fee for any dog shall be computed at the rate duly set by the Council from time to time. Each application for such license shall include a statement, signed by the person applying for the license, which certifies that the dog has been inoculated for rabies not more than twenty -four (24) months preceding the date of application. Upon receipt of the license fee and the signed application, the City Administrator shall execute the receipt in triplicate, the original of which shall be given to the person who pays the fee. The duplicate shall be given to the Animal Warden, and the third copy shall be retained in the records of the City Administrator. This receipt shall describe the dog as to color, breed, age, sex, and weight. Any owner shall produce for inspection the license receipt upon the request of the Animal Warden. 6 -2 -16: UNAUTHORIZED USE OF DOG LICENSE RECEIPTS, TAGS OF INOCULATION CERTIFICATES: It shall be unlawful for any person to use for any dog a license receipt, license tag, or a rabies inoculation certificate issued to another person or dog. MONTICELLO CITY ORDINANCE TITLE VI /Chapt 2 /Page 6 6 -2 -17: DOG TAGS: The City Administrator shall procure a sufficient number of metallic tags for delivery of one such tag to the person paying the license fee. It shall be the responsibility of the owner of the dog for which said tag was obtained to permanently attach the tag to the collar of the dog in such manner that the tag may be readily seen. The tag is not transferrable to any other dog or to a new owner of the dog. If a tag is lost or stolen, the owner may obtain a new tag by surrendering the license receipt for the first tag and by paying an additional fee as duly set by the City Council from time to time. 6 -2 -18: IMPOUNDING DOGS: The Animal Warden shall seize and impound any dogs found in the city without the tag provided for by this ordinance or dogs running at large. To enforce this ordinance, said Animal Warden may enter upon any private premises in pursuit of a dog running at large. It shall be unlawful for any person or persons to interfere with the Animal Warden engaged in taking a dog hereunder for impounding or to refuse to surrender a dog to the Animal Warden for confinement as required. Whoever violates this section shall be guilty of a misdemeanor. 6 -2 -19: IMPOUNDING STRAY DOGS: (A) The Animal Warden may seize or impound any dog found estray on public property or claimed to be estray by the owner of the premises upon which such animal may be found, provided that the owner of the premises demands such seizure or impoundment and agrees in writing to indemnify and hold harmless the City from any claim for damages by the owner of said dog. (B) Disposition of such impounded stray shall thereafter be pursuant to the provisions. 6 -2 -20: DISPOSITION OF CERTAIN DISEASED OR DANGEROUS DOGS OR OTHER ANIMALS: (A) Any dog or other animal displaying symptoms of being rabid may be seized at any place or time and shall be confined in the city dog pound or other appropriate place designated for such purpose by the Council from time to time at the expense of the owner until found to be free from rabies. (B) If any dog or other animal appears to be diseased, vicious, dangerous, rabid, or has been exposed to rabies, and such dog or other animal cannot be taken up and impounded without serious risk, such dog or other animal my be killed if reasonably necessary for the safety of any person or persons. (C) When any dog or other animal has bitten any person wherein the skin has been punctured or the services of a doctor are required, a report of the incident shall be made to the police department and Animal Warden by the owner or custodian of the biting dog or animal or the person bitten or his parent or guardian within twenty -four (24) hours of the bite. MONTICELLO CITY ORDINANCE TITLE VI /Chapt 2 /Page 7 6 -2 -21: REDEMPTION OF DOGS AND OTHER ANIMALS: (A) The City, upon the impounding of any dog or other animal, may condition redemption of said dog from impounding upon payment of the required impounding fee as duly set by the City Council from time to time, plus the cost of boarding for each day of said dog or other animal that has been confined in said pound, together with the payment for a current license for said dog if no current license has been issued. The pound keeper shall issue a receipt in triplicate pursuant to the requirements of this section, the original of which shall be given to the person paying the required impounding fee, the duplicate to be furnished to the City Administrator, and the triplicate to be retained by the pound keeper. (B) If at the end of six (6) days after said impounding the dog or other animal has not been redeemed, it may be sold at private sale, or the keeper of the pound may dispose of the dog or other animal in a humane manner or pursuant to the terms of Minnesota Statutes, Section 35.71. 6 -2 -22: POSSESSION OF NUISANCE ANIMALS: No person shall keep, own, harbor, or otherwise possess within the city an animal which is a public nuisance animal or vicious animal. 6 -2 -23: DOGS: DISTURBING THE PEACE; ENFORCEMENT: It shall be unlawful for any person to own, keep, have in possession, or harbor any canine which howls, yelps, or barks to the reasonable annoyance of another person or persons. Any person violating this section who, upon first requested by an Animal Warden or any duly authorized assistant to stop or prevent the annoyance and refuses to comply with the request, will be issued a citation and, if the officer deems it necessary to stop the annoyance, may have the canine taken to the city animal pound. Any canine placed in the pound may be reclaimed by the owner upon payment of the fee prescribed. If not reclaimed, it may be disposed of in the proper manner. 6 -2 -24: CLEANING UP LITTER: The owner of any dog or any person having the custody or control of any dog shall be responsible for cleaning up any feces of the animal and disposing of such feces in a sanitary manner. More than six (6) piles of feces in the yard may result in a violation tag being issued. It is unlawful for any person owning, keeping, or harboring a dog to cause or permit said dog to be on property, public or private, not owned or possessed by such person without having in his /her immediate possession a device for the removal of feces and depository for the transmission of excrement to a proper receptacle located on the property owned or possessed by such person. It is unlawful for any person in control of, causing, or permitting any dog to be on any property, public or private, not owned or possessed by such person, to fail to remove feces left by such dog to a proper receptacle located on property owned or possessed by such person. MONTICELLO CITY ORDINANCE TITLE VI /Chapt 2 /Page 8 The provisions of this section shall not apply to the ownership or use of seeing eye dogs by blind persons, dogs when used in police activities by the City, or tracking dogs when used by or with the permission of the City. Any Animal Control Warden or any duly authorized officer or agent authorized by the City Administrator may issue citations. 6 -2 -25: DANGEROUS AND POTENTIALLY DANGEROUS DOGS: (A) Adoption by Reference of State Law and County Ordinance. The provisions of Minnesota State Statutes Chapter 347 ( §347.50- 347.565) and Wright County Ordinance No. 10 -01, as they may be amended from time to time, are hereby adopted by reference as fully as if set out herein, and shall be administered and enforced by the City's Animal Warden and other Animal Control Authorities identified and designated pursuant to that law and ordinance. Conflict of Laws. When any provisions of this ordinance, county ordinance or state laws applicable to dangerous or potentially dangerous dogs are in conflict, the provisions that impose the greater restrictions or protections shall apply. 2. Penalty. Any person who violates this ordinance, county ordinance or state law applicable to dangerous and potentially dangerous dogs shall be guilty of a misdemeanor. ( #511, 4/12/10) 6 -2 -26: LICENSING FOR COMMERCIAL DOG KENNELS: (A) Definitions: For the purpose of this chapter, the following definitions shall apply: "Commercial Kennel" means a place where more than three dogs thereof are kept for the business of selling, boarding for a fee, breeding for sale, or some other enterprise intended primarily for profit- making purposes. The term "commercial kennel" shall not include pet stores, pet grooming shops, or animal hospitals. (B) License Required: No person shall own, harbor, or keep upon a premises more than three (3) dogs over the age of six (6) months unless in a commercial kennel duly licensed under this section. No person shall keep or maintain a commercial kennel in the city except upon obtaining a permit from the City Council. Commercial kennel licenses shall only be granted in an agricultural zoning district as a conditional use. MONTICELLO CITY ORDINANCE TITLE VI /Chapt 2 /Page 9 (C) Applications: The application shall be made to the City Zoning Administrator and shall contain the following: The location of the premises of the kennel along with the home and work telephone numbers of the licensee and one other person who could be contacted in the absence of the licensee. 2. The maximum number and species of adult dogs to be kept on the premises. The term "adult" as used herein shall include any animal over six months of age. 3. A site plan showing the location, size, and type of all structures for housing, fencing, and runs for dogs. Separate housing and runs for dogs shall be a minimum of 50 feet from any neighboring habitable dwelling and a minimum of ten (10) feet from any property line. If dogs are kept primarily within a building, the applicant shall so state. 4. Whether the applicant anticipates breeding the animals and, if so, how often and the expected size of the litters. 5. The method to be used to keep the premises in a sanitary condition. 6. The method used to keep the animals quiet. 7. An agreement by the applicant that the premises may be inspected by the animal warden at all reasonable times. An inspection of the premises prior to licensing and during the licensing period shall be required. (D) Issuance and Conditions: The City Zoning Administrator shall refer the application to the animal warden for review and recommendation to the Planning Commission and Council prior to Council and Planning Commission action. The Planning Commission shall conduct a public hearing. The issuance of a license shall take into consideration the following: adequacy of housing and runs for the animals; the methods to be used for sanitation and to maintain quiet; the quality and height of the fencing; and, with particularity, any violations during the previous license period, if applicable. The Council and Planning Commission may impose such conditions as it shall deem necessary and appropriate to carry out the intent of this Chapter. (E) Design: 1. Kennels or shelter floors and walls shall be constructed of impervious and easily cleanable materials and all structures, areas, and appurtenances so designed as to facilitate frequent and easy cleaning. With regard to private kennels where dogs are kept indoors, this shall MONTICELLO CITY ORDINANCE TITLE VI /Chapt 2 /Page 10 apply to the portions of the principal structure to which the dogs are confined, fed, and cleaned. 2. All areas shall be adequately and properly ventilated and have ample light and heat, either natural or artificial. 3. Every kennel or shelter shall be suitably enclosed or fenced in such a manner as to prevent the running at large or escape of the animals confined therein. No dogs may be tethered. 4. Doors, windows, and other openings shall be screened. 5. The premises shall be provided with adequate, safe, and approved sewer, water, and plumbing facilities. 6. Enclosure shall be of sufficient size to allow each dog to turn around fully and stand, sit, and lie in a comfortable, normal position. The floors of the enclosure shall be constructed so as to prevent injury to the dog's legs and feet. 7. Disposal facilities shall be provided to minimize vermin, infestation, odors, and disease hazards. Adequate storage and refrigeration shall be provided to protect food supplies against contamination and deterioration. (F) Operation and Conditions: All kennels and shelters shall be maintained in a clean, healthful, sanitary, and safe condition so as not to create a health hazard or public nuisance. Kennels shall be operated in a humane manner. (G) Revocation: If a license fails to comply with the statements made in the application or with any reasonable conditions imposed by the Council, or violates any other provision of this Chapter, the licensee shall be notified by mail and given ten (10) days to remedy any defects or defaults. If such condition be not remedied in said ten (10) days, the Council may revoke the license. (H) Tags: Licensees shall affix an identification tag to all dogs owned by or under the control of the license. Such identification tags shall at a minimum contain the name, address, and telephone number of the licensee. (I) Rabies Vaccination: A licensee shall cause every dog in the kennel to be vaccinated by a licensed veterinarian with anti - rabies vaccine. Puppies shall be so vaccinated at or before the age of sixteen weeks and again at the age of one year. Adult animals shall be so vaccinated at least once in every 24- month period or as often as needed under the type of vaccine used to ensure immunity. MONTICELLO CITY ORDINANCE TITLE VI /Chapt 2 /Page 11 (J) License Fees: The license is non - transferable. The fee for kennel license shall be at a rate as set by the City Council. ( #494, 1/26/09) (K) Penalties: Any person who maintains a kennel without first obtaining a license therefore shall be guilty of a misdemeanor; and upon conviction thereof, shall be punished not more than the maximum penalty for a misdemeanor as prescribed by state law. ( #169, 3/13/89),( #277, 3/25/96), ( #358, 1/8/01) 6 -2 -27 DELETED ( #277, 3/25/96) 6 -2 -28 DELETED ( #277, 3/25/96) MONTICELLO CITY ORDINANCE TITLE VI /Chapt 2 /Page 12 City Council Agenda: 08/22/16 2G. Consideration of approving a Special Event Permit for outdoor entertainment and use of City resources at American Legion Post 260 on Saturday, September 17, 2016. Applicant: American Legion Post 260. (JS) A. REFERENCE AND BACKGROUND: The City has received a Special Event permit application for live entertainment activities after 10:00 PM and a request to permit a street right of way closure for activities on September 17, 2016. This event is very similar to the permit issued last year. The previous event generated one complaint from the neighborhood. Special Event permits are brought to the City Council if there is the potential that the activity proposed could impact the City's regulations pertaining to noise, and if any City resources are required for the event. In this case, the American Legion has applied for a Special Event permit for Saturday, September 17, at their location at 306 Elm Street. The Legion has provided a site plan which illustrates the closure and use of the 3rd Street West right of way from Elm Street east to the edge of the Legion site. The applicants have not provided any detail on the timing of the requested closure in their narrative. Outdoor activities are proposed to begin at 3 p.m. The outdoor events take place in the Legion's north parking lot and portions of 3rd Street West with music playing from 3:00 — 11:30 p.m. While the American Legion may be classified as a Restaurant, the site is located in an R -2 (Single and Two Family Residential) District. The site is surrounded by primarily residential uses. The Special Event Permit Ordinance allows Council to approve Special Event permits for restaurants as related to outdoor entertainment activity after 10 PM. It should be noted that at present, the Legion does not have an outdoor seating area. They will be using their parking lot. Staff does have a concern regarding the location of the business. The site is located in a predominantly residential neighborhood and the proposed 11:30 p.m. timeframe for live music has the potential to create an adverse impact on adjacent residential properties. The closest residence to the north is approximately 40 feet from the proposed event stage area. To help avoid conflict, staff is recommending that all property owners within 350 feet be notified of the event. According to the applicant, approximately 350 people attended last year. It was noted that the Legion did not receive any complaints and parking was not an issue. Regarding the closure of the 3rd Street right of way as proposed, it is recommended that the applicants continue to work with the Streets Department on closure details. As proposed, for vehicles traveling northbound on Elm Street (County Road 39 on this portion of the road), the closure will require vehicles to circulate further north to Broadway in order to travel east. Vehicles traveling southbound will be required to use 4th Street for alternate circulation to the City Council Agenda: 08/22/16 east. Street barricades, although not requested, may also be required for the closure. Public street traffic circulation through the site is not planned nor recommended. The Wright County Sheriff's Office has received a copy of the permit application. They have not expressed concern. In addition, the Legion will have security on site for any issues that may arise. Al. Budget Impact: None. A2. Staff Workload Impact: Minimal staff time was necessary to review the request and prepare this report, which is covered by the $50 application fee paid by the applicant. Additional staff time on the part of the Streets Department for continued assistance in site planning and street closure details is estimated at 4 hours is anticipated for this request. B. ALTERNATIVE ACTIONS: 1. Motion to approve the Special Event Permit for the American Legion for outdoor entertainment and partial closure of 3rd Street for September 17, 2016 as described in the application materials and subject to the following conditions: a. Closure of 3rd Street West shall be permitted from 12 p.m. (noon) until 12 a.m. (midnight). b. Compliance with the recommendations of the Street Superintendent regarding the application. c. Notification of residential properties within 350 feet of the Legion property regarding the event. 2. Motion to deny the Special Event Permit for the American Legion for outdoor entertainment and partial closure of 3rd Street for September 17, 2016. C. STAFF RECOMMENDATION: If the City Council elects to approve the permit, staff's recommendation would be that the permit be approved with the conditions as noted. D. SUPPORTING DATA: A. Narrative and Event Map B. Certificate of Liability Coverage C. Street Closing Map D. Special Event Permit Ordinance — Noise 2 N "j, 01� r► aw American Legion Post 260 304 Elm Street, PO Box 806 Monticello, Minnesota 55362 August 23, 2016 Dear American Legion Neighbor, This letter is being written to inform you that the Legion will be having an outside music event. It will be on Saturday, September 17, 2016. The music will start at 3:00 PM and end at 11:30 PM. The activity will all be in the north parking lot and part of 3rd Street, as we are asking the city if we can block a short section of the road. This will not interfere with anyone's entrance to their property. There will be security to keep people from wandering onto the nearby yards. Please feel free to contact us with any concerns either before or after the event. Thank You, Kim Brant Club Manager 763 - 295 -2574 Richie atham Post Commander TF" Wright County, MN -7- Overview ®�� '� 1550'100} 1, 2Q �} Will ,fie ® ®,�- 4 Legend Q6 39) e �epj . r l e @S — CSAHCL CTYCL 0� ® MUNICL PRIVATECL pa y i' Highways -7- Overview ®�� '� 1550'100} 1, 2Q �} Will ,fie ® ®,�- 4 Legend e �epj . Roads � @S — CSAHCL CTYCL 0� ® MUNICL PRIVATECL pa ® TWPCL Highways — Interstate State Hwy 155010026060 US Hwy City/Township Limits c _., t Parcels Parcel ID 155033 Alternate ID n/a Owner Address n/a Sec/Twp /Rng n/a Class n/a Property Address Acreage n/a District n/a Brief Tax Description n/a (Note: Not to be used on legal documents) Date created: 8/5/2016 Developed by C3 Schneider The Schneider Corporation AMERI -8 OP ID: MS HC_ "M" CERTIFICATE OF LIABILITY INSURANCE DATE (MM /DD/YYYY) TYPE OF INSURANCE 08/05/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Foster White Agency, Inc. 114 West 3rd Street Monticello, MN 55362 Jim Brown CONTACT Jim Brown A/c °Nr o EXt : 763- 295 -2614 FAX No): 763 - 295 -3010 E-MAIL ADDR.brown foster - white.com ESS: INSURERS AFFORDING COVERAGE NAIC # X INSURER A : West Bend Mutual insurance Co 15350 11/25/2015 INSURED American Legion 260 304 Elm Street/Box 806 INSURER B: $ 1,000,000 INSURER C: TO DAMAGES ( RENTED PREMISES Ea occurrence ) Monticello, MN 55362 INSURER D: MED EXP (Any one person) $ 10,000 INSURER E: INSURER F: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL IN SD SUER I ViND POLICY NUMBER POLICY EFF MM /DD/YYYY POLICY EXP MM /DD /YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Fx] OCCUR X NS02181902 11/25/2015 11/25/2016 EACH OCCURRENCE $ 1,000,000 TO DAMAGES ( RENTED PREMISES Ea occurrence ) $ 200,000 MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L X AGGREGATE LIMIT APPLIES PER: PRO- POLICY [::] LOC D GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP /OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ HIRED AUTOS AUTOS NON-OWNED PROPERTY DAMAGE Per accident $ $ A X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE NU02181905 11/25/2015 11/25/2016 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR /PARTNER /EXECUTIVE OFFICER /MEMBER EXCLUDED? F—] N/A PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ (Mandatory in NH) If yes, describe under E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS below A Liquor Liability NS02181903 07/01/2016 06/30/2017 Liquor 1,000,000 Liability 2,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) City of Monticello is named as an Additional Insured. General Liability and Liquor Liability coverage extended to parking lot. Location 304 Elm Street, Monticello MN 55362 Event Date: 09/17/16 -- — VHIV�.CLLH 1 IVIV CITYMON SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City Of Monticello THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 505 Walnut Street ACCORDANCE WITH THE POLICY PROVISIONS. °��° Monticello, MN 55362 C AUTHORIZE EP ES NT Jim Br w U 1988 -2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD LEGEND: O= ROAD CLOSED AHEAD = BARRICADE " _ D L 1 ♦ I r !Ylr 4 O 'f � L e .e. l I LIB le 7 r� CITY OF MONTICELLO, MINNESOTA WRIGHT COUNTY ORDINANCE NO. 646 ORDINANCE AMENDING CITY CODE TITLE 3 BY ESTABLISHING CHAPTER 19 — SPECIAL EVENT PERMITS CHAPTER 19 - SPECIAL EVENT PERMITS THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: Section 1. Sectlan 3, of the City Code of the City of Monticello is amended by ad ing 3 -19 -1: PURPOSE: The purpose of this permit is to apply procedures and standards to all special events that are planned for or which reasonably may be expected to attract more than 100 persons at any one time (including, but not limited to, cultural events, musical events, celebrations, festivals, fairs, and carnivals) held on private property within the City, unless expressly exempted. 3 -19 -2: PERMIT REQUIREMENTS: (A) All special events subject to this subsection shall have a permit for a special event reviewed and approved or approved with conditions by the City Clerk before conducting the special event. (B) Duration. A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the City Clerk. (C) Permits requiring use of City property shall require the review and approval of the City Council. (D) Special events shall not operate before 7 a.m. or after 10 p.m. unless a Special Event Permit (or other) for such activity has been approved by the City Council. Such permit supersedes the provisions of City Code 6- 1- 10(B). Chapter 19 and the following section: 3 -19 -1: Purpose 3 -19 -2: Permit Requirements 3 -19 -3: Exemptions 3 -19 -4: Standards 3 -19 -5: Conditions 3 -19 -1: PURPOSE: The purpose of this permit is to apply procedures and standards to all special events that are planned for or which reasonably may be expected to attract more than 100 persons at any one time (including, but not limited to, cultural events, musical events, celebrations, festivals, fairs, and carnivals) held on private property within the City, unless expressly exempted. 3 -19 -2: PERMIT REQUIREMENTS: (A) All special events subject to this subsection shall have a permit for a special event reviewed and approved or approved with conditions by the City Clerk before conducting the special event. (B) Duration. A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the City Clerk. (C) Permits requiring use of City property shall require the review and approval of the City Council. (D) Special events shall not operate before 7 a.m. or after 10 p.m. unless a Special Event Permit (or other) for such activity has been approved by the City Council. Such permit supersedes the provisions of City Code 6- 1- 10(B). (A) On Grounds of Private Residence. Special events or activities occurring within, or on the grounds of, a private residence or on the common areas of a single - family attached, townhouse, two- to four- family, or multi - family residential development. (B) Event Sponsored by City or State. Any event sponsored in whole or in part by the City or State. (C) Event or Activity at Site Intended for Such Event or Activity. Any organized activities conducted at sites or facilities typically intended and used for such activities. Examples of such exempt activities include, but are not limited to, sporting events such as golf, soccer, softball, and baseball tournaments conducted on courses or fields intended and used for such activities; fairs and carnivals at fairgrounds; wedding services conducted at reception halls, or similar facilities; funeral services conducted at funeral homes or cemeteries; religious services, wedding services, and funeral services conducted at religious institutions. (D) Event Approved as Part of Another Permit. Temporary special events that are expressly approved as part of another permit shall not require separate review under this subsection. 3 -19 -4: STANDARDS: In addition to the general temporary use criteria to be reviewed with the permit application, the following standards shall also apply: (A) False or Material Misleading Information. The application shall be certified by the applicant as not containing intentionally false or materially misleading information. (B) Unreasonable Risk. There is a finding that the special event would not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear. 2. Injury to persons. 3. Public or private disturbance or nuisances. 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel. 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands. 6. Other adverse effects upon the public health, safety, or welfare. (C) Location Cannot be Accommodated. The special event shall not be of such a nature, size or duration that the particular location requested cannot reasonably accommodate the event. (D) Time Permitted or Reserved for Other Activities. The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare or safety. 3 -19 -5: CONDITIONS: In approving the permit for the special event, the City Clerk is authorized to impose such conditions upon the issuance of the permit as may be necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The City Clerk is authorized, where appropriate, to require: (A) Provision of temporary parking facilities, including vehicular access and egress. (B) Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. (C) Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. (D) Provision of sanitary and medical facilities. (E) Provision of solid waste collection and disposal. (F) Provision of security and safety measures. (G) Use of an alternative location or date for the proposed special event. (H) Modification or elimination of certain proposed activities. (I) Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. (J) Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. Section 2. Effective Date. This Ordinance shall be effective immediately upon its passage and publication according to law. Adopted by the City Council of Monticello, Minnesota on the 23rd day of May, 2016. ATTEST: - ft � Jeff O'Neill, City Administrator VOTING IN FAVOR: VOTING IN OPPOSITION: ,6 �a, Brian Stumpf, ayor Council Agenda: 8/22/16 2H. Consideration of approving an application for a 1 -day temporary on -sale liquor license for a special event at the American Legion Post 260 on September 17, 2016 (JS) A. REFERENCE AND BACKGROUND: The American Legion Post 260 is requesting approval of an application for a 1 -day temporary on -sale liquor license in conjunction with a special event to be held in the north parking lot at their location at 306 Elm Street and portions of 3rd Street West on September 17, 2016. The Legion has provided a certificate of insurance demonstrating liquor liability insurance coverage for the date of the event. The City must approve the application prior to submitting the application to State Alcohol and Gambling Division for approval. Al. Budget Impact: NA A2. Staff Workload Impact: Minimal staff time to process application for City and State licensing approval B. ALTERNATIVE ACTIONS: 1. Motion to approve the application for a 1 -day temporary on -sale liquor license for the American Legion on September 17, 2016 contingent upon approval of the special event permit (Consent Agenda Item 2G). 2. Motion to deny the application. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 for approval of the application. D. SUPPORTING DATA: • Application for 1 -day temporary on -sale liquor license .G MINNESOTA DEPARTMENT OF PUBLIC SAFETY Name of oraanization American Legion Post 260 Address 1304 Elm Street / PO Box 806 Name of person making application Kim Brant / Roseanne Duran Date(s) of event Saturday, September 17, 2016 X lRichie Latham Add New Officer Minnesota Department of Public Safety Alcohol and Gambling Enforcement Division 445 Minnesota Street, Suite 222, St. Paul, MN 55101 651- 201 -7500 Fax 651- 297 -5259 TTY 651 -282 -6555 APPLICATION AND PERMIT FOR A 1 DAY TO 4 DAY TEMPORARY ON -SALE LIQUOR LICENSE Organization officer's name Date organized Tax exempt number Jan 1, 1920 F 40-0749850 City State Zip Code IMonticello Minnesota 55362 Business phone Home phone 763- 295 -2574 612- 481 -5708 Type of organization M Club 0 Charitable F Religious F� Other non - profit City State Zip Monticello [Minnesota- Location 55362 where permit will be used. If an outdoor area, describe. We will stage the bands and alcohol sales in the north parking lot. We are asking to block approx. 130 feet of 3rd Street West that is next to the parking lot. See attached map. We will rope off the whole area. There will be people working security along the ropes and all participants will be ID'd and a band placed on their wrist. No minors will be allowed. The band will set up on the blocked part of 3rd Street. They will be on a raised trailer. If the applicant will contract for intoxicating liquor service give the name and address of the liquor license providing the service. No contracting. If the applicant will carry liquor liability insurance please provide the carrier's name and amount of coverage. See attached form. APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL AND GAMBLING ENFORCEMENT ity or County approving the license Date Approved Fee Amount Permit Date Date Fee Paid City or County E -mail Address City or County Phone Number Signature City Clerk or County Official Approved Director Alcohol and Gambling Enforcement CLERKS NOTICE: Submit this form to Alcohol and Gambling Enforcement Division 30 days prior to event. ONE SUBMISSION PER EMAIL, APPLICATION ONLY. PLEASE PROVIDE A VALID E -MAIL ADDRESS FOR THE CITY /COUNTY AS ALL TEMPORARY PERMIT APPROVALS WILL BE SENT BACK VIA EMAIL. E -MAIL THE APPLICATION SIGNED BY CITY /COUNTY TO AGE. TEMPORARYAPPLICATION @STATE.MN.US Page 1 of 2 City Council Agenda — 08/22/2016 2I. Consideration to adopt Ordinance No. 653 for amendment to the Monticello Zoning Ordinance, Chapter 5, Section 3 — Accessory Uses, opting out of the provisions for Temporary Health Care Dwellings as defined by, and provided for in, MN Stat Section 462.3593. Applicant: City of Monticello. (NAC) Property: Legal: NA Address: NA Planning Case Number: 2016-039 A. REFERENCE & BACKGROUND Request(s): Amendment to the Zoning Ordinance opting out of state statute provisions that otherwise require accommodation of temporary health care dwellings. Deadline for Decision: August 31, 2016 ANALYSIS Planning Commission Action: The Planning Commission considered this item at a public hearing on August 16, 2016, carried over from its originally scheduled date of August 2, 2016. The Commission raised no issue with the proposed opt -out amendment. There was no public present to testify at the hearing. The Planning Commission voted 4 -0 to recommend adoption of the ordinance amendment. Background. This spring, the Legislature passed, and the Governor signed, a law purporting to require municipalities to allow "Temporary Family Health Care Dwellings" under MN Stat Section 462.3593. The new law defines these dwellings, requires their accommodation, but includes an "opt -out" provision that permits the municipality to exempt themselves from the provisions. Intent of the new law. The statute itself was, according to an article in the StarTribune, developed and put forward by a New Brighton firm that builds these units, called "Next Door Housing ". That article can be found at httn: / /www. startribune. com /tinv- trailer - homes - offer -a- solution- for - families -in- need/381847531/ for reference. The statute includes an exemption for any municipality that already has an ordinance that allows temporary health care dwellings as a permitted use. The statute is also specific about applying in cases where a municipality has ordinances that would City Council Agenda — 08/22/2016 otherwise prohibit the use through a reference to its accessory use provisions or recreational vehicle regulations. Components of the Statute. The new law includes the following aspects: • Definitions of caregiver, person needing care, and "relative" providing care; • Specifies that the subject of the statute is a "mobile" residential dwelling; • Specifies that the unit must be built off -site; • Specifies that the unit is no more than 300 square feet, and has no permanent foundation; • That the unit is "universally" designed and meets accessibility standards; • That the unit access plumbing and electrical through the principal home, or "other comparable means ". • That the unit uses exterior materials compatible to "standard residential construction" and has an energy rating of R -15; • Is sized to be movable with a one -ton pickup truck; • Provides that such units will be permitted uses; • Provides for an application and permitting process, including notice to "adjacent" property owners; • Provides that the unit must meet setbacks and floor area ratio requirements; • Provides that the unit is occupied by only one person; • Provides for one six -month permit term, and one additional six month term; • Provides for municipal inspection and a revocation process; • Provides for a maximum $100 fee for the initial permit, and $50 fee for the additional term extension; • Incorporates MN Stat Section 15.99 for permit review. • Provides for the opt -out ordinance as noted below. Opt -out provision. The new statute, as a part of MN Stat 462, is incorporated into the municipal planning and zoning regulations, and will become effective on September 1, 2016. The municipality will have to opt out of the regulation prior to that date to avoid its effect. Because this is a zoning regulation, any opt -out will need to be processed as an amendment to the zoning ordinance, requiring the typical hearing and ordinance adoption. The only opt -out is an explicit opt -out. The League of Minnesota Cities has drafted a model opt -out ordinance, on which a proposed ordinance for Monticello has been based. Accessory dwelling g nits eg nerally. The issue of accessory dwelling units for the purpose of providing living space for family members needing care has been widely discussed. The context for most of these discussions has been for attached units that constitute some form of second dwelling on single family parcels. There are various arguments, pro and con, for these units. Currently, Monticello's zoning ordinance provides for accessory dwelling as a permitted accessory use to single family homes 2 City Council Agenda — 08/22/2016 in its lower density zoning districts, including A -O, R -A, R -1, R -2, and T -N. These provisions by themselves do not pre -empt the statutory requirement. Therefore, without the opt -out, the statute would apply in Monticello. Issues under the new law. Apart from the issues raised by accessory dwellings, the Temporary Family Health Care Dwelling addresses a separate aspect of this issue — mobile, detached "trailer" units that are hauled to the subject residential property, installed with connections to the electrical and plumbing services from the main house, and then detached and removed, theoretically, when their use is no longer needed. Interestingly, the statute provides for a single six -month period of installation, and the option for one additional six -month period. The statute also provides for an extensive process of permitting and locational regulations that would supersede a community's normal review process. It is not clear how the statute might apply to somebody who wishes to apply for a third six -month period — it would appear that the statute prohibits that extension. Summary and Alternatives. The City may choose to do nothing, and allow the statute to go into effect. In this case, all of the details of the law, including size, location, construction, delivery, timing, and process would be regulated by the statute. 2. The City may decide that it wishes to allow Temporary Family Health Care Dwellings, but prefer ordinance details more tuned to its specific requirements and zoning objectives. Examples of alternatives preferred by the municipality might be providing for site -built facilities, differences in size or materials, differences in location or screening requirements, the use of interim use permits or conditional use permits, or alternative notice requirements, just to name a few. In such a case, the municipality should take action to adopt an ordinance opting -out of the statute, and proceed to adopt its own regulations. It will be important that the municipality opt -out of the state law, or the statute may have the effect of pre - empting the preferred alternative. The City may decide that only attached and/or detached accessory units are suitable in their community. Again, the municipality will need to take specific action to adopt an opt -out ordinance to avoid the effect of MN Stat 462.3953 prior to September 1, 2016. 4. The City may decide that it does not favor accessory units. Instead, families which are considering providing health care to their family members can do so within the confines of a single family home. It may be necessary to add some definition to what constitutes a separate residential use (especially cooking and sanitation/plumbing facilities) to ensure that single family homes are not accidentally modified to create additional dwelling units on the property. 3 City Council Agenda — 08/22/2016 As noted, the City's current regulations allow for accessory dwellings, but not in a temporary structure or vehicle. To ensure that the statute does not impact the City, adopting the opt -out provision in the attached ordinance is recommended by staff. B. ALTERNATIVE ACTIONS 1. Motion to adopt Ordinance No. 653 opting out of the Mn Stat. 462.3593 relating to temporary family health care dwellings, based on findings as adopted by the Planning Commission in Resolution PC 2016 -031. 2. Motion to deny adoption of Ordinance No. 653, based on findings to be made by the City Council. C. STAFF RECOMMENDATION As noted staff recommends opting out of the Statue. The vast majority of communities have taken this path, choosing instead to consider and regulate accessory dwellings under the City's unique policies in this regard. The statute requires numerous conditions that are problematic for most neighborhoods. D. SUPPORTING DATA A. Resolution No. PC- 2016 -031 B. Ordinance No. 653, Draft C. League of MN Cities FAQ D. Mn Statute 462.3593 E. Monticello Zoning Ordinance, Excerpts LI CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. PC- 2016 -031 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO THE ZONING ORDINANCE OPTING OUT OF THE REQUIREMENTS OF MN STAT SECTION 462.3593 WHEREAS, the Minnesota Legislature passed, and the Governor has signed, MN State 462.3593 requiring municipalities to provide for Temporary Family Health Care Dwellings; and WHEREAS, the statute provides for an opt -out, exempting the municipality from the requirements of the statute; and WHEREAS, the City of Monticello currently regulates accessory dwellings separately from the requirements of the statute; and WHEREAS, the Planning Commission held a public hearing to consider the matter at its regular meeting on August 16"', 2016 and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed statutory requirements are not consistent with the intent of the Monticello Comprehensive Plan. 2. The proposed statute, if enacted, will not meet the requirements and intent of other sections of the Monticello Zoning Ordinance. 3. The ordinance will be inconsistent with the regulations and intent of the City for single family neighborhoods. 4. The proposed statutory provisions have the potential to create substantial impacts, visual or otherwise, on neighboring land uses or public property. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota that the proposed zoning ordinance amendment opting out of the requirements of MN Stat Section 462.3593 is hereby recommended for approval. ADOPTED this 16"' day of August, 2016, by the Planning Commission of the City of Monticello, Minnesota. ATTEST: MC M. lopment Director 2 ORDINANCE NO. 653 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO ZONING CODE, CHAPTER 5, SECTION 3, OPTING -OUT OF THE REQUIREMENTS OF MINNESOTA STATUTES, SECTION 462.3593 THE CITY COUNCIL OF THE CITY OF MONTICELLO, MINNESOTA HEREBY ORDAINS: Section 1. Chapter 5, Section 3 (B) is hereby amended to add the following: (6) The City of Monticello opts -out of the requirements of Minn. Stat. §462.3593, which defines and regulates Temporary Family Health Care Dwellings. Section 2. Chapter 5, Section 3 (D) is hereby amended to add the following: (3) The City of Monticello opts -out of the requirements of Minn. Stat. §462.3593, which defines and regulates Temporary Family Health Care Dwellings. Section 3. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is hither directed to make necessary corrections to any internal citations and diagrams that result from such amendments, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 4. This Ordinance shall take effect and be in full force from and after its passage and publication. Revisions will be made online after adoption by Council. Copies of the complete Zoning Ordinance are available online and at Monticello City Hall. ADOPTED BY the Monticello City Council this 22nd day of August, 2016. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator VOTING IN FAVOR: VOTING IN OPPOSITION: Mh FOLEAGUE of CONNECTING & INNOVATING �VL AAINNESOTA SINCE 1913 CITIES Temporary Family Health Care Dwellings of 2016 Allowing Temporary Structures — What it means for Cities Introduction: On May 12, 2016, Gov. Dayton signed, into law, a bill creating a new process for landowners to place mobile residential dwellings on their property to serve as a temporary family health care dwelling.' Community desire to provide transitional housing for those with mental or physical impairments and the increased need for short term care for aging family members served as the catalysts behind the legislature taking on this initiative. The resulting legislation sets forth a short term care alternative for a "mentally or physically impaired person ", by allowing them to stay in a "temporary dwelling" on a relative's or caregiver's property.2 Where can I read the new law? Until the state statutes are revised to include bills passed this session, cities can find this new bill at 2016 Laws, Chapter 111. Does the law require cities to follow and implement the new temporary family health care dwelling law? Yes, unless a city opts out of the new law or currently allows temporary family health care dwellings as a permitted use. Considerations for cities regarding the opt -out? These new temporary dwellings address an emerging community need to provide more convenient temporary care. When analyzing whether or not to opt out, cities may want to consider that: • The new law alters a city's level of zoning authority for these types of structures. • While the city's zoning ordinances for accessories or recreational vehicles do not apply, these structures still must comply with setback requirements. • A city's zoning and other ordinances, other than its accessory use or recreational vehicle ordinances, still apply to these structures. Because conflicts may arise between the statute and a city's local ordinances, cities should confer with their city attorneys to analyze their current ordinances in light of the new law. ' 2016 Laws, Chapter 111. 2 Some cities asked if other states have adopted this type of law. The only states that have a somewhat similar statute at the time of publication of this FAQ are North Carolina and Virginia. It is worth noting that some states have adopted Accessory Dwelling Unit (ADU) statutes to allow granny flats, however, these ADU statutes differ from Minnesota's Temporary Health Care Dwelling law. 145 UNIVERSITY AVE. WEST PHONE: (651) 281-1200 FAX: (651) 281 -1299 ST. PAUL, MN 55103 -2044 TOLL FREE: (800) 925 -1122 WEB: wwwLMCORG Temporary Family HealthCare Dwellings June 27, 2016 Page 2 • Although not necessarily a legal issue for the city, it seems worth mentioning that the permit process does not have the individual with the physical or mental impairment or that individual's power of attorney sign the permit application or a consent to release his or her data. • The application's data requirements may result in the city possessing and maintaining nonpublic data governed by the Minnesota Government Data Practices Act. • The new law sets forth a permitting system for both cities and counties3. Cities should consider whether there is an interplay between these two statutes. Do cities need to do anything to have the new law apply in their city? No, the law goes into effect Sept. 1, 2016 and automatically applies to all cities that do not opt out or don't already allow temporary family health care dwellings as a permitted use under their local ordinances. Do cities lose the option to opt out after the Sept. 1, 2016 effective date? No, the law does not set a deadline for opting out, so cities can opt out after Sept. 1, 2016. However, if the city has not opted out by Sept. 1, 2016, then the city must not only have determined a permit fee amount4 before that date (if the city wants to have an amount different than the law's default amount), but also must be ready on that date to accept applications and process the permits in accordance with the short timeline required by the law. Cities should consult their city attorney to analyze how to handle applications submitted after Sept. 1, 2016, but still pending at the time of a later opt out. What if a city already allows a temporary family health care dwelling as a permitted use? If the city already has designated temporary family health care dwellings as a permitted use, then the law does not apply and the city follows its own ordinance. The city should consult its city attorney for any uncertainty about whether structures currently permitted under existing ordinances qualify as temporary family health care dwellings. What process should the city follow if it chooses to opt out of this statute? Cities that wish to opt out of this law must pass an ordinance to do so. The statute does not provide clear guidance on how to treat this opt -out ordinance. However, since the new law adds section 462.3593 to the land use planning act (Minn. Stat. ch. 462), arguably, it may represent the adoption or an amendment of a zoning ordinance, triggering the requirements of Minn. Stat. § 462.357, subd. 2 -4, including a public hearing with 10 -day published notice. Therefore, cities may want to err on the side of caution and treat the opt -out ordinance as a zoning provision.5 3 See Minn. Stat. §394.307 4 Cities do have flexibility as to amounts of the permit fee. The law sets, as a default, a fee of $100 for the initial permit with a $50 renewal fee, but authorizes a city to provide otherwise by ordinance. s For smaller communities without zoning at all, those cities still need to adopt an opt -out ordinance. In those instances, it seems less likely that the opt -out ordinance would equate to zoning. Because of the ambiguity of the Temporary Family HealthCare Dwellings June 27, 2016 Page 3 Does the League have a model ordinance for opting out of this program? Yes. Link to opt out ordinance here: Temporary Family Health Care Dwellings Ordinance Can cities partially opt out of the temporary family health care dwelling law? Not likely. The opt -out language of the statute allows a city, by ordinance, to opt out of the requirements of the law but makes no reference to opting out of parts of the law. If a city wanted a program different from the one specified in statute, the most conservative approach would be to opt out of the statute, then adopt an ordinance structured in the manner best suited to the city. Since the law does not explicitly provide for a partial opt out, cites wanting to just partially opt out from the statute should consult their city attorney. Can a city adopt pieces of this program or change the requirements listed in the statute? Similar to the answer about partially opting out, the law does not specifically authorize a city to alter the statutory requirements or adopt only just pieces of the statute. Several cities have asked if they could add additional criteria, like regulating placement on driveways, specific lot size limits, or anchoring requirements. As mentioned above, if a city wants a program different from the one specified in the statute, the most conservative approach would involve opting out of the statute in its entirety and then adopting an ordinance structured in the manner best suited to the city. Again, a city should consult its city attorney when considering adopting an altered version of the state law. What is required in an application for a temporary family health care dwelling permit? The mandatory application requests very specific information including, but not limited to:6 • Name, address, and telephone number of the property owner, the resident of the property (if different than the owner), and the primary care giver; • Name of the mentally or physically impaired person; • Proof of care from a provider network, including respite care, primary care or remote monitoring; • Written certification signed by a Minnesota licensed physician, physician assistant or advanced practice registered nurse that the individual with the mental or physical impairment needs assistance performing two or more "instrumental activities of daily life; "7 statute, cities should consult their city attorneys on how best to approach adoption of the opt -out ordinance for their communities. 6 New Minn. Stat. § 462.3593, subd. 3 sets forth all the application criteria. 7 This is a term defined in law at Minn. Stat. § 256B.0659, subd. 1(i) as "activities to include meal planning and preparation; basic assistance with paying bills; shopping for food, clothing, and other essential items; performing household tasks integral to the personal care assistance services; communication by telephone and other media; and traveling, including to medical appointments and to participate in the community." Temporary Family HealthCare Dwellings June 27, 2016 Page 4 • An executed contract for septic sewer management or other proof of adequate septic sewer management; • An affidavit that the applicant provided notice to adjacent property owners and residents; • A general site map showing the location of the temporary dwelling and the other structures on the lot; and • Compliance with setbacks and maximum floor area requirements of primary structure. The law requires all of the following to sign the application: the primary caregiver, the owner of the property (on which the temporary dwelling will be located) and the resident of the property (if not the same as the property owner). However, neither the physically disabled or mentally impaired individual nor his or her power of attorney signs the application. Who can host a temporary family health care dwelling? Placement of a temporary family health care dwelling can only be on the property where a "caregiver" or "relative" resides. The statute defines caregiver as "an individual, 18 years of age or older, who: (1) provides care for a mentally or physically impaired person; and (2) is a relative, legal guardian, or health care agent of the mentally or physically impaired person for whom the individual is caring." The definition of "relative" includes "a spouse, parent, grandparent, child, grandchild, sibling, uncle, aunt, nephew or niece of the mentally or physically impaired person. Relative also includes half, step and in -law relationships." Is this program just for the elderly? No. The legislature did not include an age requirement for the mentally or physically impaired dweller. 8 Who can live in a temporary family health care dwelling and for how long? The permit for a temporary health care dwelling must name the person eligible to reside in the unit. The law requires the person residing in the dwelling to qualify as "mentally or physically impaired," defined as "a person who is a resident of this state and who requires assistance with two or more instrumental activities of daily living as certified by a physician, a physician assistant, or an advanced practice registered nurse, licenses to practice in this state." The law specifically limits the time frame for these temporary dwellings permits to 6 months, with a one -time 6 month renewal option. Further, there can be only one dwelling per lot and only one dweller who resides within the temporary dwelling 8 The law expressly exempts a temporary family health care dwelling from being considered "housing with services establishment', which, in turn, results in the 55 or older age restriction set forth for "housing with services establishment' not applying. Temporary Family HealthCare Dwellings June 27, 2016 Page 5 What structures qualify as temporary family health care dwellings under the new law? The specific structural requirements set forth in the law preclude using pop up campers on the driveway or the "granny flat" with its own foundation as a temporary structure. Qualifying temporary structures must: • Primarily be pre - assembled; • Cannot exceed 300 gross square feet; • Cannot attach to a permanent foundation; • Must be universally designed and meet state accessibility standards; • Must provide access to water and electrical utilities (by connecting to principal dwelling or by other comparable means 9); • Must have compatible standard residential construction exterior materials; • Must have minimum insulation of R -15; • Must be portable (as defined by statute); • Must comply with Minnesota Rules chapter 1360 (prefabricated buildings) or 1361 (industrialized /modular buildings), "and contain an Industrialized Buildings Commission seal and data plate or to American National Standards Institute Code 119.2 "10; and • Must contain a backflow check valve. I I Does the State Building Code apply to the construction of a temporary family health care dwelling? Mostly, no. These structures must meet accessibility standards (which are in the State Building Code). The primary types of dwellings proposed fall within the classification of recreational vehicles, to which the State Building Code does not apply. Two other options exist, however, for these types of dwellings. If these structures represent a pre- fabricated home, the federal building code requirements for manufactured homes apply (as stated in Minnesota Rules, Chapter 1360). If these structures are modular homes, on the other hand, they must be constructed consistent with the State Building Code (as stated in Minnesota Rules, Chapter 1361). What health, safety and welfare requirements does this new law include? Aside from the construction requirements of the unit, the temporary family health care dwelling must be located in an area on the property where "septic services and emergency vehicles can gain access to the temporary family health care dwelling in a safe and timely manner." What local ordinances and zoning apply to a temporary health care dwelling? The new law states that ordinances related to accessory uses and recreational vehicle storage and parking do not apply to these temporary family health care dwellings. 9 The Legislature did not provide guidance on what represents "other comparable means ". 10 ANSI Code 119.2 has been superseded by NFPA 1192. For more information, the American National Standards Institute website is located at https: / /www.ansi.org/. u New Minn. Stat. § 462.3593, subd. 2 sets forth all the structure criteria. Temporary Family HealthCare Dwellings June 27, 2016 Page 6 However, unless otherwise provided, setbacks and other local ordinances, charter provisions, and applicable state laws still apply. Because conflicts may arise between the statute and one or more of the city's other local ordinances, cities should confer with their city attorneys to analyze their current ordinances in light of the new law. What permit process should cities follow for these permits? The law creates a new type of expedited permit process. The permit approval process found in Minn. Stat. § 15.99 generally applies; however, the new law shortens the time frame within which the local governmental unit can make a decision on the permit. Due to the time sensitive nature of issuing a temporary dwelling permit, the city does not have to hold a public hearing on the application and has only 15 days (rather than 60 days) to either issue or deny a permit. For those councils that regularly meet only once a month, the law provides for a 30 -day decision. The law specifically prohibits cities from extending the time for making a decision on the permit application. The new law allows the clock to restart if a city deems an application incomplete, but the city must provide the applicant written notice within five business days of receipt of the application identifying the missing information. Can cities collect fees for these permits? Cities have flexibility as to amounts of the permit fee. The law sets the fee at $100 for the initial permit with a $50 renewal fee, unless a city provides otherwise by ordinance Can cities inspect, enforce and ultimately revoke these permits? Yes, but only if the permit holder violates the requirements of the law. The statute allows for the city to require the permit holder to provide evidence of compliance and also authorizes the city to inspect the temporary dwelling at times convenient to the caregiver to determine compliance. The permit holder then has sixty (60) days from the date of revocation to remove the temporary family health care dwelling. The law does not address appeals of a revocation. How should cities handle data it acquires from these permits? The application data may result in the city possessing and maintaining nonpublic data governed by the Minnesota Government Data Practices Act. To minimize collection of protected heath data or other nonpublic data, the city could, for example, request that the required certification of need simply state "that the person who will reside in the temporary family health care dwelling needs assistance with two or more instrumental activities of daily living ", without including in that certification data or information about the specific reasons for the assistance, the types of assistance, the medical conditions or the treatment plans of the person with the mental illness or physical disability. Because of the complexities surrounding nonpublic data, cities should consult their city attorneys when drafting a permit application. Should the city consult its city attorney? Yes. As with any new law, to determine the potential impact on cities, the League recommends consulting with your city attorney. Temporary Family HealthCare Dwellings June 27, 2016 Page 7 Where can cities get additional information or ask other questions. For more information, contact Staff Attorney Pamela Whitmore at pwhitmore@lmc.org or LMC General Counsel Tom Grundhoefer at tizrundho@lmc.org. If you prefer calling, you can reach Pamela at 651.281.1224 or Tom at 651.281.1266. Chapter 111 - Minnesota Session Laws The Revisor of Statutes website will be undergoing maintenance Thursday July 28 from 5 -7pm. Intermittent outages are possible. 2016 Minnesota Session Laws Key: (1) languaEie to be-deleted (2) new language CHAPTER 111-- S.F.No. 2555 An act relating to local government; regulating zoning of temporar y family health care dwellings; establishing temporary dwelling permits; amending Minnesota Statutes 2014, section 144D.01, subdivision 4; proposing coding for new law in Minnesota Statutes, chapters 394; 462. BE IT ENACTED BY THE LEGISLATURE OF THE STATE OF MINNESOTA: Section 1. Minnesota Statutes 2014, section 144D.01, subdivision 4, is amended to read: Subd. 4. Housing with services establishment or establishment. (a) "Housing with services establishment" or " establi shin ent" means: (1) an establishment providing sleeping accommodations to one or more adult residents, at least 80 percent of which are 55 years of age or older, and offering or providing, for a fee, one or more regularly scheduled health- related services or two or more regularly scheduled supportive services, whether offered or provided directly by the establishment or by another entity arranged for by the establishment; or (2) an establishment that registers under section 144D.025. (b) Housing with services establishment does not include: (l) a nursing home licensed under chapter 144A; (2) a hospital, certified boarding care home, or supervised living facility licensed under sections 144.50 to 144.56; (3) a board and lodging establishment licensed under chapter 157 and Minnesota Rules, parts 9520.0500 to 9520.0670, 9525.0215 to 9525.0355, 9525.0500 to 9525.0660, or 9530.4100 to 9530.4450, or under chapter 245D; (4) a board and lodging establishment which serves as a shelter for battered women or other similar purpose; (5) a family adult foster care home licensed by the Department of Human Services; (6) private homes in which the residents are related by kinship, law, or affinity with the providers of services; (7) residential settings for persons with developmental disabilities in which the services are licensed under Minnesota Rules, parts 9525.2100 to 9525.2140, or applicable successor rules or laws; (8) a home- sharing arrangement such as when an elderly or disabled person or single- parent family makes lodging in a private residence available to another person in exchange for services or rent, or both; (9) a duly organized condominium, cooperative, common interest community, or owners' association of the foregoing where at least 80 percent of the units that comprise the condominium, cooperative, or common interest community are occupied by individuals who are the owners, members, or shareholders of the units; or Page 1 of 6 https: / /www.revisor.mn.gov/ laws / ?year =2016 &type =0 &doctype= Chapter &id =111 7/28/2016 Chapter 111 - Minnesota Session Laws health care dwelling is subject to the provisions in this section. A temporary family health care dwelling that meets the requirements of this section cannot be prohibited by a local ordinance that regulates accessory uses or recreational vehicle parking or storage. (b) The caregiver or relative must apply for a temporary dwelling permit from the county. The erg mit application must be signed by the primary caregiver, the owner of the property on which the temporary family health care dwelling will be located and the resident of the property if f the property owner does not reside on the property, and include: (1) the name, address, and telephone number of the property owner, the resident of the property if different from the owner, and the primary caregiver responsible for the care of the mentally or physically impaired person; and the name of the mentally or physically impaired person who will live in the temporary family health care dwellings O proof of the provider network from which the mentally or physically impaired person may receive respite care, primary care or remote patient monitoring services; (3) a written certification that the mentally or physically impaired person requires assistance with two or more instrumental activities of daily. leg signed by a physician, a physician assistant, or an advanced practice registered nurse licensed to practice in this state; (4) an executed contract for septic service management or other proof of adequate septic service management; (5) an affidavit that the applicant has provided notice to adjacent property owners and residents of the application for the temporary dwelling permit and (6) a general site map to show the location of the temporary ly health care dwelling and other structures on the lot. (c) The temporary amily health care dwelling must be located on property where the caregiver or relative resides. A temporM family health care dwelling must comply with all setback requirements that apply to the primary structure and with any maximum floor area ratio limitations that may apply to the primary structure. The temporary family health care dwelling must be located on the lot so that septic services and emergency vehicles can gain access to the temporary family health care dwelling in a safe and timely manner. d) A temporary family health care dwelling is limited to one occupant who is a mentally or physically impaired person. The person must be identified in the application. Only one temporary family amily health care dwelling is allowed on a lot. (e) Unless otherwise provided, a temporar fly health care dwelling installed under this section must comply with all applicable state law and local ordinances. Subd. 4. Initial permit term; renewal. The initial temporary dwelling permit is valid for six months. The applicant may renew the permit once for an additional six months. Subd. 5. Inspection. The county may require that the permit holder provide evidence of compliance with this section as long as the temporary family amily health care dwelling remains on the property. The county may inspect the temporary family health care dwelling at reasonable times convenient to the caregiver to determine if the temporary family health care dwelling is occupied and meets the requirements of this section. Subd. 6. Revocation of permit. The county may revoke the temporar dwdling permit if the permit holder violates any requirement of this section. If the county revokes a permit the permit holder has 60 days from the date of revocation to remove the temporary family health care dwelling_ Page 3 of 6 https: / /www.revisor.mn.gov /laws / ?year =2016 &type =0 &doctype= Chapter &id =111 7/28/2016 Chapter 111 - Minnesota Session Laws (6) have exterior materials that are compatible in composition appearance and durability to the exterior materials used in standard residential construction• (7) have a minimum insulation rating of R -15• (8) be able to be installed, removed, and transported by a one -ton pickup truck as defined in section 168.002, subdivision 21 b, a truck as defined in section 168.002 subdivision 37 or a truck tractor as defined in section 168.002 subdivision 38• (9) be built to either Minnesota Rules, chapter 1360 or 1361, and contain an Industrialized Buildings Commission seal and data plate or to American National Standards Institute Code 1 19.2; and (j 0) be equipped with a backflow check valve. Subd. 3. Temporary dwelling permit; application. (a) Unless the municipality has designated temporary family health care dwellings as permitted uses a temporary family health care dwelling is s subject to the provisions in this section A temporary family health care dwelling that meets the requirements of this section cannot be prohibited by a local ordinance that regulates accessory uses or recreational vehicle parking or storage. (b) The caregiver or relative must apply for a temporary dwelling permit from the municipals . The permit application must be signed by the primary caregiver, the owner of the property on which the temporary family amily health care dwelling will be located and the resident of the property if the property owner does not reside on the property, and include: (1) the name, address, and telephone number of the property owner, the resident of the property if different from the owner, and the primary caregiver responsible for the care of the mentally or physically impaired person; and the name of the mentally or physically impaired person who will live in the temporary family health care dwelling; (2) proof of the provider network from which the mentally or physically impaired person may receive respite care, primary care or remote patient monitoring services; (3) a written certification that the mentally physically impaired person requires assistance with two or more instrumental activities of daily living signed by a physician, a physician assistant, or an advanced practice registered nurse licensed to practice in this state; (4) an executed contract for septic service management or other proof of adequate septic service management; (5) an affidavit that the applicant has provided notice to adjacent property owners and residents of the application for the temporary dwelling permit; and (6) a general site map to show the location of the temporary family health care dwelling and other structures on the lot. (c) The temporary family amily health care dwelling must be located on property where the caregiver or relative resides. A temporary family health care dwelling must comply with all setback requirements that apply to the primary structure and with any maximum floor area ratio limitations that may apply to the primary structure. The temporary family health care dwelling must be located on the lot so that septic services and emergency vehicles can gain access to the temporary family health care dwelling in a safe and timely manner. (d) A temporary family health care dwelling is limited to one occupant who is a mentally or physically impaired person The person must be identified in the application Only one temporary family health care dwelling is allowed on a lot. Page 5 of 6 https: / /www. revisor. mn. gov /laws / ?year= 2016 &type =0 &doctype= Chapter &id =111 7/28/2016 CHAPTERS: USE STANDARDS Section 5.3 Accessory Use Standards Subsection (C) Table of Permitted Accessory Uses (b) The decision of the Community Development Department to permit or deny Section 2.4(H): an unlisted use or structure is final, but may be appealed pursuant to Section Appeal o H . Administrative 2.4 ( Decisions (3) Table of Permitted Accessory Uses and Structures ACCESSORY TABLE 5-4: Use Types Base Zoning Districts Permitted Conditionally Additional Permitted • "I" = Interim Permitted . Accessory Dwelling Unit p p p p p 5.3(D)(I) Accessory Building — P P P P P P P P P P P P P P P P minr 5.3 D 2 )( ) Accessory Building — P P P P P P P C P P P P P P P P major 5.3(D l(31 Adult Use — accessory C 5.3(D)(4) Agricultural Buildings p 5.3 D 5 Automated Teller P P P P P P P P Machines (ATMs) L3 6) Automobile Repair — C Major 5.3(D)(71 Automobile Repair — C Minor 5.3 D"8 Boarder(s) P P P 5.3(D)(9) Bulk Fuel Sales /Storage P P P C 5.30(10) Cocktail Room (Retail Sales Accessory to Micro- C C C C C C Distillery) 5.3(D)( I I ) Co- located Wireless Telecommunications C C C C C C C C C C C C C C C C Antennae 4.13 (E) Commercial Canopies P P P P P P P P 5.30(12) Commercial Transmission/ Reception Antennae/ C C C C C C Structures 4.13 (D) Donation Drop -off P P Containers 5.3(D (13 Drive - Through Services P P P C P P P 5.3(D) 14 Page 366 City of Monticello Zoning Ordinance CHAPTERS: USE STANDARDS Section S.3 Accessory Use Standards Subsection (D) Additional Specific Standards for Certain Accessory Uses TABLE 5-4: ACCESSORY USES BY DISTRICT (cont.) Use Types Base Zoning Districts Permitted Conditionally Additional Permitted • "I" = Interim Permitted Requirements Swimming Pool P P P P P P P P P P P 5.3(D)(3 1 Taproom (Retail Sales Accessory to Production C C C C C C 5.3(D)(33) Brewery) Large Trash Handling and P P P P P P P P P P 5.3(D)(34) Recycling Collection Area Wind Energy Conversion C C C C C 5.30(35) System, Commercial Wind Energy Conversion C C C C C C C C C C C C C C C C 5.3(D)(36) System, Non - commercial Wireless 4 3(E1 Telecommunications C C C C C C C 4.3(1=1 Support Structures (D) Additional Specific Standards for Certain Accessory Uses (1) Accessory Dwelling (a) Accessory dwelling units are permitted only on lots with single - family detached dwellings. (b) No more than one accessory dwelling unit per lot is permitted. (c) Detached accessory dwellings shall be architecturally compatible with the principal dwelling. (d) Occupants of accessory dwelling units are limited to the following: (i) Family members of the person occupying the principal structure. Family members include parents, children, siblings, grandparents, aunts, uncles, and cousins of an occupant of the primary structure. (ii) Employee of the occupant of the principal structure whose employment is directed to the principal structure and/or the associated land area of the principal structure. (iii) Employee who provides medical and/or personal care services to an occupant of the primary structure. Page 368 City of Monticello Zoning Ordinance CHAPTERS: USE STANDARDS Section S.3 Accessory Use Standards Subsection (D) Additional Specific Standards for Certain Accessory Uses (e) Accessory dwelling units shall be positioned in one of the following locations: (i) Within the principal structure (e.g. a lower level apartment); (ii) Attached to the principal building; (iii) Detached and behind the principal structure as a freestanding building or above a detached outbuilding. (f) Attached accessory dwelling units shall adhere to the following: (i) The accessory dwelling unit must be attached to the principal structure and have an operative interconnecting door with the principal structure. (ii) Access to the unit shall only be from the side or rear yard of the principal structure. (g) Detached accessory dwelling units shall adhere to the following: (i) The detached accessory dwelling unit shall be a minimum of six (6) feet from the principal structure. (ii) The accessory dwelling unit must be located in the same base zoning district as the principal structure. (h) The use of manufactured homes, travel trailers, campers, tractor trailers, or similar vehicles as an accessory dwelling unit shall be prohibited. (i) An accessory dwelling unit shall have a floor area of at least 300 square feet and shall not exceed 25 percent of the floor area in the principal structure. (j) At least one, but no more than two, off - street parking spaces shall be provided for an accessory dwelling unit (in addition to the required off - street parking serving the principal use). (k) Accessory dwelling units shall not be sold apart from the principal structure. (1) Accessory dwelling units shall not include home occupations. (2) Accessory Building — Minor (a) Minor accessory buildings do not require a building permit, but shall comply with all applicable zoning regulations. (b) In the M -H district, one minor accessory building for storage of equipment and refuse is permitted for each manufactured home provided the accessory building can meet all required setbacks, and is designed of weather resistant material that will enhance the general appearance of the lot. City of Monticello Zoning Ordinance Page 369 CHAPTER 8: RULES & DEFINITIONS Section 8.4 Definitions Subsection (B) Lots DRIPLINE: A vertical line that extends from the outermost branches of a tree's canopy to the ground around the circumference of the tree. DRIVE- THROUGH SERVICE: A building opening, including windows, doors, or mechanical devices, through which occupants of a motor vehicle receive or obtain a product or service. DUMPSTER: A container that has a hooking mechanism that permits it to be raised and dumped into a sanitation truck or be hauled away for emptying. DWELLING: A building or portion thereof designated exclusively for residential occupancy, including one - family, two- family, and multiple family dwellings, but not including hotels, motels, and boarding houses. DWELLING, ACCESSORY UNIT: A dwelling unit, either within the same building as the single - family dwelling unit or in a detached building. Accessory dwelling units shall be developed in accordance with the standards set forth in this ordinance and only in those zoning districts where permitted. DWELLING, ATTACHED: A structure intended for occupancy by more than one family, including duplexes, townhomes, multi - family dwellings, apartments, and condominiums. Accessory dwelling units as defined and permitted by this ordinance are incidental to a principal dwelling unit and are not considered to be attached dwellings. DWELLING, DUPLEX OR TWO - FAMILY: Any building that contains two separate dwelling units with separation either horizontal or vertical on one lot that is used, intended, or designed to be built, used, rented, leased, let or hired out to be occupied, or occupied for living purposes. DWELLING, SINGLE FAMILY DETACHED: Any building that contains one dwelling unit used, intended, or designed to be guilt, used, rented, leased, let or hired out to be occupied, or occupied for living purposes by one (1) family. DWELLING, MULTIPLE FAMILY: A building designed with three (3) or more dwelling units exclusively for occupancy by three (3) or more families living independently of each other but sharing hallways and main entrances and exits. City of Monticello Zoning Ordinance Page 437 City Council Agenda: 08/22/16 2J. Consideration of accepting quotes and authorizing Five Bugles Design to conduct a Fire Department facility needs study. (JO /DG) A. REFERENCE AND BACKGROUND: For 2016, $7,000 was budgeted by the City Council to conduct a space needs for the Fire Department. Accordingly, the Fire Department solicited quotes and received two. They were from Short Elliot Hendrickson, Inc. (SEH) and Five Bugles design. Both quotes were in the amount of $7,000. The item is on the Consent Agenda, however, Fire Chief Gilles will be available to discuss the study and answer any questions that the City Council might have regarding the scope and need for study. Please review the proposals for detail regarding the scope of the study. Based on discussions with the vendors, the Fire Department prefers that the City Council select Five Bugles Design. Al. Budget Impact: Funds were budgeted in the amount of $7,000 the proposed cost is $7,000 A2. Staff Workload Impact: Minimal B. ALTERNATIVE ACTIONS: 1. Motion to a accept quotes and select Five Bugles as the vendor to conduct the study. This is the vendor preferred by the Fire Department. 2. Motion to deny or table the request. C. STAFF RECOMMENDATION: Staff supports alternative 1. D. SUPPORTING DATA: A. Vendor proposal — Five Bugles B. Vendor proposal — SHE C. Quote Summary Sheet l � FIVE �� , BuGLESArchitectural Design fcar Emergency Services . FivaugicsDesign.com April 26, 2016 Daryl Gilles, Fire Chief 505 Walnut Street Monticello, MN 55362 RE: Planning Study for Monticello Fire Department Chief Gilles, Thank you for taking the time to explain your proposed project to me. It is obvious that you and your department have put some effort into determining your most critical need. Our firm specializes in the design of Fire and EMS facilities and would welcome the opportunity to help your department explore more deeply the issues that you are experiencing and help you develop a plan to resolve those issues. Most importantly though, we bring a wealth of experience (five fire station project currently under construction) in developing building projects that are cost effective and achievable by our clients. Please find below a detailed description of our understanding of your current issues and a proposed scope of services for assisting your department with your space needs issues. Project Understanding: 1. The existing Monticello Fire Station appears to be constructed of load bearing masonry construction with a wood frame roof. It is unsprinklered and has not been upgraded for ADA accessibility. 2. The facility can no longer contain all of the equipment that is required by the department. Equipment is currently triple parked into two of the bays. The projected future purchase of a platform, areal, ladder truck will exceed current bay depths as well. 3. Office space is at a premium with multiple department officers and the Fire Chief sharing a single office hampering event planning, department management and record keeping. 4. The training room has recently been renovated and appears to be meeting the department needs. S. There are no living quarters. 6. Expansion of the facility on the current site will dislodge existing parking requiring expansion of existing parking onto neighboring City owned property. 7. There are no drawings of the existing building available. The department wishes to explore options to resolve the growing facility space needs. If possible this would be done in a manner that does not require upgrades to the entire facility (sprinklering, ADA upgrades). Banbury Place Building D04 Suite 202, Mailbox 2 800 Wisconsin Street Eau Claire, W154703 . 715.832.4848 . FAX 715.514.1860 4715 Pilgrim Lane N Minneapolis, MN 55442 . 612.840.3773 . Fax 714.514.1860 Five Bugles Design is division of ADG Architects FivE@ BuGLESArchitectural Des" ign for Erncrgcrtry Services . Fiivel3uglesl]esaigncom Scope of Services: 1. Document existing conditions. This step includes creating electronic floor plans and elevations of the facility and site as well as documenting construction and noting any current code or construction deficiencies. 2. Space needs programming with the Department. This effort will include documenting existing space usage as well as determining department needs for the next 20 years. This step is recommended to provide documentation to the City Council that construction dollars spent today will provide for the department for the foreseeable future. 3. Design Charrette. Our team will meet with the Department (and City Staff) to review design options to resolve need discovered in the space needs study. A chosen option will be developed further. 4. Code Review. Review planning options with local /State building officials to verify code requirements related to the additional space being added to a currently unsprinklered building. S. Cost estimating. Options will be presented with corresponding estimates of probable construction cost. 6. Presentation Materials. Presentation graphics will be developed to include floor plans, site plans and 3 -D building modeling for presentation to City Council and community. 7. Final Presentation. Our proposal includes presentation of findings to one meeting of the City of Monticello, City Council. Five Bugles Design proposes to provide these services for a fixed fee of $7,000.00 including all reimbursable expenses. Services not included: 1. Site surveys including boundary surveys, topographic or geotechnical explorations. 2. Documentation or removal of hazardous materials. Best Regards, Five Bugles Design Michael Clark, AIA Market Sector Lead Approved City of Monticello Title Date Banbury Place Building D04 Suite 202, Mailbox 2 800 Wisconsin Street Eau Claire, W154703 . 715,932.4848 . FAX 715.514.1860 4715 Pilgrim Lane N Minneapolis, MN 55442 . 612.8403773 . Fax 714.514.1860 Five Bugles Design is division of ADG Architects FIRM NAME .................. Architectural Design Group, LLC (ADG) Five Bugles Design is a division of ADG Building Assessment Feasibility Studies ADDRESSES ..............Banbury Place, Building D04, Suite 202,1Iailbox 2 800 Wisconsin Street Eau Claire, WI 54703 Predesign 715.832.4848 Masterplanning 4715 Pilgrim Lane N Minneapolis, MN 55442 Architectural Design OWNERS • PRINCIPALS ............... Steven Gausman, ALA, NCARB GIS - Site Analysis & Planning David Cihasky, ALA LEED® Sustainable Design David Kimball, AIA Conceptual Design CONTACT PERSONSS .................... Steve Gausman, ALA, NCARB Design Development Principal • Owner Direct: 715.318.5121 Construction Drawings Cell: 715.271.9343 Construction Administration Email: sgausman @fivebuglesdesign.com Ed Mishefske Fire Services Specialist Office: 715.832.4848 Cell: 715.456.7040 Email: emishefske @fivebuglesdesign.com Mike Clark, AIA Project Architect Cell: 612.840.3773 Email: mclark @fivebuglesdesign.com BUGLES FIVE Eau Claire, X5.514.186 Minneapolis, Minnesota 715.832.4848 •Fax 715.514.1860 FiceBuglesDesign.com BUILDING ON A VISION As a division of Architectural Design Group, LLC (ADG), Five Bugles Design was formed to provide planning and design services to the public safety service industry We understand that emergency service buildings are truly a unique building type. Our focused design team is comprised of members whom, both collectively and individually, are among the most experienced fire station design professionals in the United States. Founded in 1989, ADG is one of the largest architectural firms in northern Wisconsin. ADG's home office is located in Eau Claire, Wisconsin and the firm is proud to announce they have recently opened a new office in Minneapolis, Minnesota. ADG's management has evolved in recent years, but the firm's value and mission statements have remained constant. We remain a locally owned architectural firm, which goes hand -in -hand with the level of service and breadth of experience we offer our clients. COLLABORATIVE- FOCUSED. CLIENT DRIVEN. COMMUNITY CONSCIOUS. We are a collaborative culture inspired by challenge. In our office, you'll find a strong team environment and committed approach to knowing our clients, their needs, and the communities they serve. We dive deeply into our clients' world to provide solutions that go far beyond the obvious. Making a positive and lasting impact on the people and communities we serve is at the core of what we believe. PROJECT TEAMING Achieving excellence in Public Safety design is a process that relies heavily on early programming and planning efforts. Five Bugles design regularly pursues projects throughout the United States and beyond. Our process, program and expertise can be achieved with local partners in your community... keeping your budget dollars local, but still achieving your goals of a well planned facility. We welcome the opportunity to work with clients to accommodate panning processes that can help us help you. UNMATCHED FIRE STATION /EMS AND AMBULANCE FACILITY STUDY AND DESIGN EXPERIENCE The Five Bugles Design team has experience in over 200 public safety and emergency service projects throughout the country. We are a team with a record of meeting and exceeding expectations. The team includes an award - winning architectural staff, an emergency response specialist who "speaks the language of the fire service industry "and experts in public safety project management. The Five Bugles Design team is a group of PROVEN professionals ready to provide your community with a highly sustainable building. We are passionate about our work, and we gain a great deal of satisfaction helping communities FIVEachieve their goals with important public building projects. , BUGLES Eau Claire, Wisconsin • Minneapolis, Minnesota 715.832.4848 • Fax 715.514.1860 • FiveBuglesDesign.com The Five Bugles Design team understands what separates a good fire station from a great one. The difference is in the small details, the creativeness of the client and stakeholders, the experience of the design firm, and the ability to listen to the client's ideas and concepts for creating a facility that meets their needs and requirements. The Five Bugles Design team has nationally recognized fire and EMS facility study and design experience. We are avid supports of a number of State Fire Chief organizations. Both Steve Gausman and Ed Mishefske speak regularly at conferences and both have been selected as judges on Fire Chief magazine's Annual Station Style Design Awards. IN -HOUSE EMERGENCY SERVICE SPECIALIST The Five Bugles Design team includes former fire chief and 36 -pear fire protection services veteran, Ed Mishefske. Ed has been a part of our design team for 8+ years and has assisted in virtually all of our emergency services projects. His experience transcends the range from pure volunteer departments to paid -on- call departments to full-time career departments. Ed has experience in all types of delivery services including EMS medical delivery services, hazardous material response, wildland fire control, as well as crash and rescue. Over the years, Ed has shown the unique ability to engage emergency services professionals, listen to their needs, and articulate those needs to our design professionals. Ed is highly respected in his profession having served on a number of prominent task forces and study groups. These include: Wisconsin State Emergency Response Board, Wisconsin State Trauma Advisory Council, the Governor's Task Force on Terrorism, Regional Response Team Network Chair, Wisconsin State Fire Chiefs Hazardous Materials Committee, Chippewa Valley Technical School Advisory Board, Board Member for the National Children's Fire Council, Lifetime Member International Fire Chiefs Association, Lifetime Member of the Wisconsin Fire Chiefs Association, Great Lakes Fire Chiefs Association, West Central Fire Chiefs Association, and current Member of the National Fire Protection Association. FIVE BUGLES Eau Claire, 5.514.186 • Minneapoes Minnesota 715.832.4848 •Fax 715.514.1860 FiveBuglesDesign.com PROJECT MANAGEMENT PHILOSOPHY Five Bugles Design is based on the philosophy that our core team members will remain committed to your project from inception to completion. Our architectural staff will establish clear forms of communication and maintain that communication through the life of the project. We do not "switch horses in the middle of the race" and your project will not be handed off to other members at various stages of project development. We pride ourselves in delivering projects with no surprises and within budget. Our documents are well organized, accurate, and fully coordinated. Five Bugles Design manages its archi- tectural projects with an approach that is fundamental, simple, consistent, and proven for emergency services projects. The design of Fire /Rescue projects is our core business: we understand the importance of this project to the your Fire Department and so will ap- proach it with great care and account- ability. Steve Gausman will be the Five Bugles Design Principal -In- Charge for the Fire Station Location, Site and Space Needs .Analysis and will be responsible for overall project success and client sat- isfaction. As Principal -In- Charge, he and the Five Bugles Design Team will utilize a proven multi -step assessment process developed by our team to successfully consider current, emerging, and long term future needs. Our team has developed a comprehensive project planning methodology in order to provide our clients with a full range of services needed to provide for the long term needs of our clients. FIRE DISTRICT L PROJECT KICK OFF 2. SITE LOCATION ANALYSIS Kick Off Initial Communication Vision Expectations Current Demographics GIS Response Time Document Existing Conditions 3a Interactive Space Needs Programming 3. SPACE NEEDS Sessions to Review the Existing Space ASSESSMENT Needs Study 4. ARCHITECTURAL BUBBLE DIAGRAMMING 5. CHARRETTE PROCESS: SCHEMATIC DESIGNS AND ALTERNATIVES 6. SYSTEMATIC PUBLIC INVOLVEMENT COMMUNITY/ STAFF/ HISTORICAL SOCIETY INPUT 7. SELECTED SCHEMATIC DESIGN 3b Facility Room Data Sheets 3c Facility Architectural Program Statement: Revised as Required 3d Operational Efficiency (Staffing) Analysis 3e Design Training Opportunities 3f Identify Grant Funding Sources Functional Efficiency Strategic Layout Multiple Concepts Divergent in Nature Focusing on Different Innovative Collaborative Solutions Multi Stakeholder Engagement Public Interaction Final Schematic Design Depicting Site Plan, Floor Plans, Elevations, Materials, Schedule, and Cost Estimate. FiVEqV District Plan Approval BUGLESEau Claire, Wisconsin • Minneapolis, Minnesota 715.832.4848 • Fax 715.514.1860 • FhcBuglesDesign.com 1. PROJECT KICKOFF Five Bugles Design anticipates having a kick- off /initiation meeting with the Fire /EMS staff, City staff and elected officials, where we can introduce the project team and establish basic expectations, roles, and responsibilities of all project participants. Typically, this is also the time to establish a structured approach to the RFP. 2. SITE LOCATION ANALYSIS Current Demographics Our team will review current Municipal and Fire District data, resource information, and mapping. We will consult with staff to obtain available copies of supporting documents including but not limited to: • Response data • ISO criteria and existing rating • Future land use and zoning • Existing and future development in the Fire Response area (FRA) • Existing and future population conditions within the FRA • All other existing digital (CAD and GIS) and hard copy data layers for use in the study, including but not limited to parcel mapping, roadway centerline data, streams /lakes, utility data, extraterritorial boundaries, aerial photography, building locations, call loca- tions not all ready in our data set and any other data sets necessary. Location Study Acceptable response times within the fire station's geographic responsibility zone comprise one of the most important factors in the final site decision. Location of ambulances and EMS units is additionally important in their capability to provide life saving resources. To some degree these present similar but different criteria in determining the correct location of emergency response facilities. Initially our methodology looks at response times and required response times based on population densities, population projections and national standards. This is true for both EMS and fire units. EMS also has the criteria that each unit's effectiveness is based on a number of calls per unit compared to the national standard for number of runs. Fire station locations national standard is 4.5 square miles of coverage per station, but these are not the only considerations and this type of restriction is only valid in urbanized areas. 3. SPACE NEEDS ANALYSIS Five Bugles Design has developed some of the most comprehensive programming tools in the industry. These tools encourage active participation from members of the staff and community. We view programming as the fundamental basis of our design and attribute much of our successes to out in -depth process. It is our intent that the programming pro- cess captures functional requirements of all of your community's response delivery systems. FIVE BUGLES Eau Claire, Wisconsin 5.54.16 •Minneapolis, Minnesota 715.832.4848 •Fax 715.514.1860 FiveBuglesDesign.com Interactive Space Needs Programming Session --- Our proprietary fire station planning software allows our architects and planners to conceptually develop a program and space needs assessment in real time during our planning and discussion sessions with you. We incorporate the tools of this software into our initial and ongoing planning discussions to immediately determine the raw square -foot costs of -- your proposed facility. The software serves as a check and balance to make sure all required spaces are accounted for including mechanical rooms, storage areas, mezzanines, floor area for equipment, apparatus, and =_- operations. Our team will: i s nm�� • Provide an inclusive space needs recommendation • Assess the condition(s) of current building(s) (fire station and storage facility(s). — _ • Provide options and recommendations for corrective actions at exist - N == ing facilities with probable cost estimates. __ • Evaluate IiDA compliance of existing station. _ • Identify safety and security deficiencies. �_ • Provide Facility Room Data Sheets • Provide Facility Architectural Program Statement • Review Operation Efficiency (Staffing) Analysis Design Training Opportunities At the core of any successful and efficient fire protection program is fire department training. Community expectations for delivery services over the last decade have grown to a level never anticipated. Emergency medical services, hazardous materials, confined entry rescue, fire ground management techniques, communications, domestic terrorism (such as the Columbine High School tragedy) and international terrorism (such as those experienced on 9/11) are not hypothetical scenarios, but realities. Designing many fire service training opportunities into the new fire station is critical to a department's level of ability to face the new challenges that these situations present. These design features may include: • Orienting the tower to allow access on three sides. • Windows or window openings with covers to simulate second story ladder rescue. • An internal stairway to extend hand lines to an upper story. • A standpipe pump -in connection system on the outside of the tower and standpipe connections at each level of the tower. FIVE BUGLESEau Claire, Wisconsin • Minneapolis, Minnesota 715.832.4848 • Fax 715.514.1860 • FiveBuglesDesign.com • The building sprinkler system pump -in station is also used to simulate sprinkler water and pressure support • A lone sprinkler head at the lowest level of the tower to train how to isolate a single sprinkler head while allowing the remaining system to be operational. • Smoke opening connections on all floors of the hose tower to simulate rescue under zero visibility conditions. • Repelling tie off connections at the highest level to simulate repelling rescues. • A manhole on the second floor of the tower to allow confined entry training. • Window or roof access at the top of the tower to allow firefighters to use ropes to raise and lower fire department equipment. • Training and "maze" as expanded in Fitchburg, Wl. Grant Writing /Administration Five Bugles Design is experienced in assisting clients with the preparation of suc- cessful grant applications to meet the fire fighting and emergency response needs of fire departments and non - affiliated emergency medical service organizations. We have helped firefighters and other first responders obtain critically needed equipment, protective gear, emergency vehicles, training , and other resources needed to protect the public and emergency personnel from fire- related hazards. 4. ARCHITECTURAL BUBBLE DIAGRAMMING Graphically explore multiple spacial relationships described in the Space Needs Analysis with a bubble diagrams depicting functional, adjacency requirements along with site requirements and constraints. Bubble Diagramming typically re- sults in several conceptual building and site options that are agreed upon by the owner and will be further developed in the Schematic Design Phase. F1IVE BU GLES Eau Claire, VC514.1 i6 •Minneapolis, l7innesorn 715.832.4848 •Fah 715.514.1860 FiveBuglesDesign.com FIRE APPARATUS obw 1—H I. s a� a 5. CHARRETTE PROCESS: SCHEMATIC DESIGN AND ALTERNATIVES During this process conceptual documents of site plans, floor plans, and building elevations are developed to scale that address criteria stipulated in the programming and charrette sessions. Space needs and relationships will be confirmed; plans and elevations will explore multiple building construc- tion types along with respective cost estimates. Future phasing and expansion needs will be established. Green /sustainable /LEED criteria will be incorpo- rated. � • i i 00 - t j a ; r, .IFlf Proposed New Public Safety Building, Milton, WI Five Bugler Design FIVE BuGLESEau Claire, Wisconsin Y Minneapolis, Minnesota 715.832.4848 Y Fax 715.514.1860 • FiveBuglesDesign.com G. SYSTEMATIC PUBLIC INVOLVEMENT Our Design Team firmly believe in the concept of "Systematic Public Involvement" to suc- cessfully complete public projects. A transparent process of public information is critical in preventing "single issue" groups from derailing or slowing a project. p ; s�el e�& - 0 2`'~ 4i �t5 cpw ° y��, y X44 y�l�, ��,4o G °q �yb 4 G° 0 G • 5 •G0 Cq z� w w SYSTEMATIC PUBLIC INVOLVEMENT I WEB SITE DOCUMENTATION 7. SELECTED SCHEMATIC DESIGN The selected schematic design will accurately represent a concept conveying the future facility's size, site development, building elevations, building materials,construction sched- ule and cost, and obtain approval of the City Plan Commission. SUSTAINABLE DESIGN AND LEED CERTIFICATION From the inception of our company one of our greatest strengths has been our emphasis on sustainable, green, and energy- efficient building design. We were "designing green" years be- fore it became the popular thing to do. With this approach we have, for example, been able to achieve heating and cooling costs which are greatly lower than average. SEE DESIGN COME TO LIFE Experience the power of BIM with Revit ©. BIM (Building Information Modeling) is the process of generating and managing building data during its life cycle. In the past, the creation of your project would be each trade creating their own drawings /models and database from information handed down in a chain of command. BI1vI replaces this method with a more centralized one. By using Revit© architects, engineers, contractors, and owners have the abil- ity to easily create coordinated, digital design information and documentation by combining it into one model. Through the use of 3D modeling, information can be used to accurately visualize, simulate, and analyze performance, appearance, and cost. This allows us to deliver the project faster, more cost effectively, and with a reduced number of change orders. Revit© is a fully bidirectional associative that allows one change to be reflected throughout your entire collection of design documents. FIVEUO BUGLES Eau Claire, 5.514.186 Minneapolis, Minnesota 715.832.4848 Fas71�.514.1860 FiceBugtesDesign.com Steven A. Gausman AIA, NCARB Owner • Principal Education Bachelor of Architecture North Dakota State University Fargo, North Dakota (1980) Bachelor of Science North Dakota State University Fargo, North Dakota (1979) Professional Registrations American Institute of Architects AIA —Wisconsin National Council of Architectural Registration Boards - NCARB Continuing Education 2009 Station Design Conference Denver, Colorado LEED Commissioning University of Wisconsin —Madison LEED /Green Building Process, University of Wisconsin —Madison In 2009, itilr. Gausman joined Architectural Design Group, LLC as the Executive Vice President and co- founded the division Five Bugles Design. In January 2012 Steve became Owner • Principal at ADG. Prior to joining ADG and forming Five Bugles Design, Steve served as a Senior Principal and Director of Architecture for SEH Inc. During his tenure, he started the firm's architectural practice and grew it to include eight offices spanning from Michigan to Colorado. Over the last decade, Steve's focus has been primarily on the design of emergency service facilities. Experience Planning and Design Consultation Fire Station, Police Station, and Emergency Operations Center Study, Princeton, Minnesota Public Safety Center Feasibility Study, Ashland, Wisconsin Emergency Response Assessment, Fitchburg, Wisconsin Search and Rescue Facility Design Team, Camp Williams, Wisconsin Fite /EMS Design Ashland, Wisconsin Lewiston, Minnesota Bellevue, Wisconsin Marathon City, Wisconsin Bloomington, Illinois Marshfield, Wisconsin Bois Forte Tribal, Minnesota Merrill, Wisconsin Cedar Falls, Iowa Middleton, Wisconsin Chippewa Falls, X isconsin Middleton, Town of Chisago City, Minnesota Wisconsin Cloquet, Mnnesota Milton, Wisconsin De Forest, Wisconsin Mound, Minnesota Eagan, Minnesota Mount Horeb, Wisconsin Eau Claire, Wisconsin Normal, Illinois Elkhart Lake, Wisconsin Red Wing, Minnesota Fargo, North Dakota Rib Mountain, Wisconsin Fitchburg, Wisconsin Richmond, Minnesota Janesville, Wisconsin Sauk Rapids, IVlinriesota Jefferson, Wisconsin St Cloud, Minnesota Kaukauna, Wisconsin Stewartville, Minnesota Kenosha, Wisconsin Stoughton, Wisconsin La Crosse, Wisconsin Superior, Wisconsin Ladysmith, Wisconsin Verona, Wisconsin Lake City, Minnesota Wausau, Wisconsin .DIVE BuGLESEau Claire, Wisconsin • Minneapolis, Minnesota 715.832.4848 • Fax 715.514.1860 • FiveBuglesDesign.com Edward W. Mishefske In 2009, Mr. Mishefske joined Architectural Design Group, LLC (ADG) as co- founder of Five Bugles Design. Ed's diverse background brings project expertise and insight to the client and project team on a wide variety of fire, EMS, and emergency response related issues. In 2002, Ed retired from a 36 -year career in the emergency services field. The first 12 years he served as Assistant Fire Chief for the Miramar Fire Department in San Diego, CA. The remaining 23 years he served as Fire Chief for the City of Chippewa Falls, WI. Since his retirement, Ed has worked exclusively on emergency services projects with Five Bugles Design. Experience Fire Services Specialist Planning and Design Consultation Training Facility Needs Assessment and Preliminary Education Planning, Fox Valley Technical College Appleton, Wisconsin Associate Degree Emergency Services Assessment Team Jackson, Wisconsin Fire Science Fire Station, Police Station, and Emergency Operations Center Study Miramar Police & Fire Science College San Diego, California Professional Registrations Emergency Medical Technician Hazardous Materials Specialist WI DILHR Fire Inspector Certified Wisconsin State Building Inspector Certified Federal Emergency Management Agency Incident Evaluator Incident Command Certification Princeton, Minnesota Fire Station Site Location and Needs Assessment Study Andover, Minnesota Fire Department Station Location Study Sauk Rapids, Minnesota Emergency Response Assessment Fitchburg, Wisconsin Public Safety Center Feasibility Study Ashland, Wisconsin Search and Rescue Facility Design Team Camp Williams, Wisconsin Fire /EMS Design Fire Station Avon, Minnesota Middleton, Wisconsin Assessment/ Bellevue, Wisconsin Middleton, Town of Facilities Design Buffalo, Minnesota Wisconsin Ashland, Wisconsin National Fire Academy Arson Cedar Falls, Iowa Investigations Certification Chisago City, Minnesota National Fire Academy Computerization De Forest, Wisconsin in the Fire Service Course Eagan, Minnesota Total Quality Management Certified East Haven, Indiana National Incident Command for East Pueblo, Colorado Managing Terrorism Incidents Certified Eden Prairie, Minnesota Professional Associations Elkhart Lake, Wisconsin International Fire Chief's Association Fargo, North Dakota Great Lakes Fire Chiefs Association Jefferson, Wisconsin Wisconsin Fire Chiefs Association West Central Wisconsin Fire Chiefs Association Kronenwetter, Wisconsin Ladysmith, Wisconsin FEMA Fire Act Grant Awards Marathon City, Wisconsin Township Fire Department, Wisconsin Marshfield, Wisconsin Mosinee Fire Department, Wisconsin Rice Lake Fire Department (2) Menasha, Wisconsin New Auburn Fire Department Menomonie, Wisconsin Mound, Minnesota Mount Horeb, Wisconsin Mora, Minnesota Pleasant Valley, Town of Wisconsin Red Wing, Minnesota Rib Mountain, Wisconsin Richmond, Minnesota Sauk Rapids, Minnesota Sault Ste Marie, Michigan Seymour, Wisconsin Sibley, Iowaa St Cloud, Minnesota Stewartville, Minnesota Stoughton, Wisconsin Tea, South Dakota Verona, Wisconsin Janesville, Wisconsin Kaukauna, Wisconsin Kenosha, Wisconsin Lake City, Minnesota Marshfield, Wisconsin Merrill, Wisconsin Montevideo, Minnesota Montgomery, Minnesota Suamico, Wisconsin Superior, Wisconsin Wausau, Wisconsin BUGLES Eau Claire, Wisconsin •Minneapolis, Minnesota 715.832.4848 • Fax 715.514.1860 FhmBuglcsDesign.com Michael Clark, AIA Project Architect Education Bachelor of Architecture Bachelor of Science Ball State University Muncie, Indiana (1987) Professional Registrations American Institute of Architects ALA. — Minnesota Registered Architect MN since 2007 Registered Architect WI from 1991 -2007 Awards St. Louis Park Fire Station No. 1 Gold Medal - Combination Station 2013 Station Style Awards Sister Bay Fire Station Association of General Contractors Publications "The Form and Function of Training" July August 2009, Fire Chief magazine `A Replacement Plan for Failing Fire Stations" November December 2012, Fire Chief magazine Michael's 25 year career has included practice as an architect and planner in architectural firms as well as private practice. His career goals and passion have included the programming, planning and architectural design of Public Safety facilities with an emphasis on Police and Fire Departments as well as Municipal Administration Facilities and City Halls. Michael has been a pioneer in the practice of incorporating training into the design of facilities and practices a philosophy that places Safety, Security, and Efficiency in the forefront of his design. Experience Planning and Design Consultation Hales Corners Fire Station, Hales Corners, WI Location Study Inver Grove Heights Station, Inver Grove Heights, MN Location Study Minnetonka Public, Minnetonka, MN Safety Space Needs Study Morse Fall Lake Fire Station Pre - Design Study, Ely, MN Fire /EMS Design Chisago City Fire Station Chisago City, MN Red Wing Regional Fire Station, Red Wing, NIN Red Wing Fire Station No. 1 Renovation, ;, Red Wing, MN Cloquet Predesign Study Cloquet, VIIv Northfield Police and Fire Department, Northfield, MN Santee Sioux Tribe of Nebraska Public Safety Study Niobrara, NE St Louis Park Fire Stations, St. Louis Park, MN Greenfield Fire Station Remodel, Greenfield, WI Hales Corners Fire Station and EMS, Hales Corners, WT Johnson Creek Community Fire Department and EMS Space Needs Study and Site Selection, Johnson Creek, W'I Middleton Fire Department and EMS Space Needs Study, Middleton, WI Sister Bay Fire Department and EMS, Sister Bay, WI Verona Fire Department and EMS Space Needs Study, Verona, WI Woodbury Public Safety Expansion, Woodbury, MN Facility Analysis Chisago and Lindstrom Fire Department Merger Studies, Chisago City, MN Inver Grove Heights, Station Location Study, Inver Grove, MIST Johnson Creek Community Fire Department Space Needs Study and Site Selection, Johnson Creek, \VI Middleton Public Safety Facilities Plan, Middleton, WI Minnetonka Public Safety Space Needs Study, Minnetonka, MN Morse Fall Lake Fire Station Design Study, Ely, NIN y Pewaukee Safety Building Study, Village of Pewaukee, WI FI \\/ Platteville City Administration and Public Safety Study, Platteville, WI BUGLESEau Claire, Wisconsin • Minneapolis, Minnesota 715.832.4848 • Fax 715.514.1860 FiveBuglesDesign.com Five Bugles Design has made a specialty of the planning and design of Public Safety related projects including Police, Fire, EMS and Training Facilities with projects throughout the country. We offer the experience of over 200 Public Safety Projects to inform the design of each one of our unique project designs. North Dakota Minnesota Y ? Wisconsin ;.. sot,ttt Dakota ti Michigan tows Nevada Indian. Colorado Illinois LAW • FIRE ENFORCEMENT MINNESOTA WISCONSIN COLORADO MINNESOTA Albany Keewatin Abbotsford La Crosse Airport Brighton Anoka County Evans Brainerd Albertville Kimball Alma Center La Crosse Gilcrest Breezy Point Andover Lake City Altoona Lake Hailie Lake Dillon Buffalo Augusta Lakeville Anson, Town of Ladysmith Y Larkspur Crow Wing County Milliken Hopkins Bayport Lewiston Ashland Lafayette Town of Pueblo West Lake City Becker Long Lake Barron Marathon INDIANA Maple Plain Big Lake Mankato Bellevue Marshfield South Haven/ Montgomery Menasha Portage Mora Bloomington Maplewood p Birchwood ILLINOIS Mound Bois Forte Tribal Montevideo Chetek Menomonie Bloomington Mounds View Reservation Montgomery Chippewa Falls Middleton Combelt Mower County Milton Normal Northfield Brainerd Mom Chippewa Valley Mosinee INDIANA Sauk Rapids Breezy Point Morris Airport Mt Horeb Huntington Huntm St Charles $t Cloud Buffalo Mound Comte Red Cliff South Haven/ Norwood / De Forest Portage WISCONSIN Chisholm Rib Lake Albertville Young America Eau Claire Rib Mountain IOWA Ashland Clearwater Palisade Elkhart Lake Rice Lake Sibley Colfax Clouquet Pequot Lakes Fairchild Clear Lake De Forest Cold Spring Rome, Town of MICHIGAN MICHIGAN Eau Claire (Dist 6) Princeton FvT� Training Town of Sault Ste. Marie Fort McCoy Eden Prairie Ramsey Facility- Appleton Sister Bay NEVADA Greenfield Elysian Red Wing Fort McCoy Stoughton Pahfump Madison (2) Foley Rogers g Training facility Stratford NORTH DAKOTA Spooner Tomah Gaylord Sauk Rapids Jackson Superior Fargo SOUTH DAKOTA Glenwood St Charles Janesville Union, Town of SOUTH DAKOTA Tea Grey Eagle St. Cloud Jefferson Weston Dell Rapids Tea WYOMING Hanover St. Francis Kaukauna Wheaton, Town of Cheyenne WYOMING Hopkins St Louis Park Kenosha Whitehall Cheyenne INDIANA Jordan Stewartville Kronenwetter Verona Laramie Huntington Verona, WI New Fire and EMS Station The new 7 -bay central station includes a large apparatus /emer- gency vehicle bay with administrative offices on the first level and living quarters for staff and interns on the second level. Designed to Self- Performing LEED Silver. Construction Completion: Fall 2015 Estimated Cost: $9,180,000 Project Size: 40,000 SF Janesville, WI New Central Fire Station The new full time career fire and EMS station is located on a parcels adjacent to the existing facility allowing for 24/7 Fire and EMS protection. The new station is inspired by many of the features of the existing station it is replacing. Construction Completion Anticipated: January 2016 Estimated Cost: $9,000,000 Project Size: 37,400 SF Red Wing, MN Fire Station and Training Facility A comprehensive study for a new fire /training facility concluded a 2.6 acre site on the north side of the City optimal for response times and significant training opportunities. The design provides for 6 dorm rooms, a large training room, and drive through apparatus bays equipped with in -floor radiant heat and four fold doors. Construction Anticipated: 2017 Estimated Cost: $4,000,000 Project Size: 17,460 SF Mount Horeb, WI New Central Fire Station This project included a GIS Study of optimum site locations, a Staffing and Operations Study, Programming and Design. The new station incorporates traditional Scandinavian design which is prominent throughout the Village. Construction Anticipated: 2017 Estimated Cost: $11,000,000 Project Size: 49,500 SF FIVE B UGLELS Eau Claire, Wisconsin • Minneapolis, lVfinnesota 715.832.4848 • Fax 715.514.1860 • FiveBuglesDesign.com St. Louis Park, MN Two New Fire Stations An exhaustive site selection resulted in replacement of both stations on existing sites. The new designs solved programmatic needs and kept Station No. 2 operational during construction. Station No. 1 was award- ed a gold medal from the Fire Chief Magazine 2012 Station Style Awards. Construction Completed: 2013 Construction Cost: $15,200,000 Project Size: Station No. 1: 32,000 GSF Station No. 2: 15,000 GSF Middleton, W1 New Fire and EMS Facilities At 40,000 SF, the volunteer fire station is one of the largest volunteer stations in the United States. The LEED Silver station was completed on schedule and under budget The station received Fire Chief magazine's 2009 National Silver Design Award. Construction Completed: 2008 Project Cost $7,389,854 Project Size: 40,000 SF Northfield, MN New Police Station The project grew from a space needs and site selection study to the design and construction of a new Police Station with master planning for a future fire station. Construction Completed: 2014 Construction Cost $4,700,000 Project Size: 26,000 SF SUOMI Or fill Woodbury, MN PSC Training Facility One of the goals of this project was to provide a facility that integrated Fire and Police Departments while providing a training room large enough for both departments, a cohesive Patrol Division and addition of indoor parking for the Police Department. Construction Completed: 2010 Construction Cost $7,000,000 Project Size: 44,000 GSF New Construction 8,400 GSF Remodeled Marshfield, W1 New Fire Station Fifteen various sites witivn the stipulated geographical area were considered for this facility. As a result of this study, a 31,000+ SF facility, completed on schedule, under budget and with a LEED Gold certification. Construction Completed: August 2010 Project Cost 54,751,179 Project Size: 31,000 SF Marathon City, W1 New Fire Station The station is a great example of an all masonry facility with a very competitive construction cost. The project was completed on schedule and under budget Winner of 2012 Excellence in Architecture — Wisconsin Masonry Institute Construction Completed: May 2009 Project Cost. $1,230,518 Project Size: 10,000 SF Projects on this page are the personal design experience of Steven Gausman, Ed Mishefske and Michael Clark while employed by other firms. Extensive Experience in Emergency Facility Consultation and Design We are a dynamic team of architectural professionals with a combined Yo u tr Community history in excess of 150 emergency service facility projects across the country. Your Budget Our Detailed, Customized Design Services Include: Your Future r Operational and Staffing Efficiency Analysis Site Evaluation and Land Acquisition Process Proven and Accurate Cost Control Strategies Comprehensive Emergency Facility Programming Software Enhanced Building Information Modeling through RevitD LEED ®ers in Green Design We provide LEED Certified best -in -class building strategies and practices, in accordance with site appropriate energy requirements and desires. Five Bugles Design embodies a passionate commitment to creating innovative facilities that delight our clients and exceed expectations while being environmentally sensitive, and ultimately providing a lasting source of pride for owners and the community. FiVE@ BuGLESEau Claire, Wisconsin • Minneapolis, Minnesota 715.832.4848 • Fax 715.514.1860 • FiveBuglesDesign.com STEVEN GAUSMAN Jenny Minter, Deputy Fire Chief Mount Horeb Area Fire District 120 S. 1st Street Mount Horeb, WI 53572 608.437.5571 Jim Jensen, Fire Chief Janesville Fire Department 303 Milton Avenue Janesville, WI 53545 608.755.3050 Tom Schneider, Fire Chief City of Red Wing 420 Plum Street Red Wing, MIN 55066 651.385.3695 thomas.schneider@ci.red-wing.nin.us Bob Haight, Fire Chief City of Marshfield Fire Department 412 East Fourth Street Marshfield, WI 54449 715.486.2090 Wayne Chenier, Fire Chief Ashland Fire Department 300 Stuntz Ave Ashland, WI 54806 715.682.7052 wchenier @coawi.org MICHAEL CLARK Monte Nelson, Chief of Police Northfield, MN (507) 663 -9301 IVfonte .Nelson @ci.northfield.mn.us Anita Kempf, Project Manager Hennepin County, MN (612) 348 -8383 Anita.Kempf@co.hennepin.mn.us Bob Klatt, Parks & Recreation Director City of Woodbury 830 Valley Creek Road Woodbury, MN 55125 651.714.3580 bklatt @ci.woodbutymn.us FIVE BUGLES Eau Claire, Wisconsin iFive ugles esinnesota 715.832.4848 •Fax 715.514.1860 FieeBuglcsDesign.com -A SEH Building a Better World for All of Us January 4, 2016 Mr. Daryl Gilles Fire Chief Monticello Fire Department 505 Walnut Street, Suite 1 Monticello, MN 55362 -8831 Dear Mr. Gilles: ICE: City of Monticello, Minnesota Professional Services Fee Proposal for Fire Station Space Needs Study SEH No. P -MONTI 135584 14,00 Short Elliott Hendrickson Inc. (SEH®) is pleased to present you with the following professional services fee proposal to assist you ii i evaluating ti ie facility needs of fire department services for the City of Monticello. SEH has successfully completed many such studies for communities across the upper Midwest, and fire station evaluation, feasibility, design, and engineering is part of our core architectural expertise, with over 60 Public Safety projects executed in the last ten years. SEH has the personnel with space needs study experience to deliver clear and concise recommendations to clients for a broad range of project size and scope. Our facility solutions are tailored to meet specific client needs, are functional in design, and are delivered to meet client schedule and budget expectations. We are uniquely positioned to deliver all necessary services from one integrated team under one roof, in the most efficient manner for you as the client. PROJECT UNDERSTANDING The existing Monticello Fire Station at 505 Walnut Street serves the fire safety needs of the City of Monticello, Monticello Township and Silver Creek Township. As the population of the coverage area grows and fire safety and response vehicles and equipment continue to get larger and more sophisticated, the size of the existing building facility is becoming more challenged in meeting the increased and evolving demands placed on the Fire Department. It is expected that the existing facility will soon be undersized and will not adequately meet the physical space needs of the department. The following tasks will be required to address the space issues of the current Fire Station: Survey of the Fire Department and City staff to determine space needs and priority, Survey of the existing facility to determine current condition and capacities. Development of 2 -3 concept options that address the need for additional physical building space. These options will include renovation and additions to the existing facility. o Development of preliminary budget costs. Our understanding of some of the needs for the Fire Station are as follows: 1. Add two double deep bays on the West side. 2. Extend existing drive - through bay on East side to accommodate longer ladder truck. Engineers I Architects I Planners I Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110 -5196 SEH is 100% employee -owned I sehinc.com 1 651.490.2000 1 800.325.2055 1 888.908.8166 fax Mr. Daryl Gilles January 4, 2016 Page 2 3. Fill in "courtyard" area for expansion of support spaces. 4. Add 3 more offices (for a total of 4) for 3 fire dept. offices and 1 police office. 5. Expand the training, laundry, SCBA and toolroom areas. 6. Make restrooms handicapped accessible. 7. Provide new epoxy floor in apparatus bays. 8. Replace exterior fiberglass panels and refurbish exterior glazed concrete block. 9. Replace or upgrade mechanical /plumbing and electrical services. 10. Expand parking into adjacent lot. SEH has a history of working with the City of Monticello, and we will work directly with department members and city staff to provide information and recommendations that are reflective of the needs of the Fire Department. SEH architects, engineers, planners, and community development staff are involved in their own communities, and know full well the challenges facing cities relative to their ongoing infrastructure and building needs, and we will be dedicated towards identifying solutions that effectively address those needs in the best ways possible. SCOPE OF SERVICES Phase One SEH, working with appropriate fire department and city staff, will inventory both present and future equipment and space growth needs for fire services. We will evaluate the existing Fire Station to determine feasibility for growth, and will assess the existing site for expansion potential. We will prepare a preliminary report outlining asset inventory and anticipated future space needs, and will present the report to appropriate staff. One site visit is included to conduct and confirm existing inventories, to survey the existing facility, and to review future needs with staff. A second site visit in included to present and review the report findings with appropriate staff. Phase Two SEH will work with the identified inventories and report findings to develop a preliminary concept site plan and floor plan that address the future needs of the facility and the department. Up to three concept solutions will be developed. We will develop preliminary cost information for the concept solutions. One site visit is included to review the deliverables with city and department staff. City of Monticello Deliverables Inventory of existing equipment, current facility plans, and staff time to discuss current and future needs. SEH Deliverables ® Phase One — Space and equipment inventory, asset inventory of existing building /site, and draft report. ® Phase Two — Concept site and floor plans, preliminary budget estimates, and final report. SERVICES EXCLUDED FROM THIS PROPOSAL (may not be all-inclusive) 1. 3 -D renderings /modeling 2. As -Built drawing generation 3. Hazardous materials testing and remediation 4. Architectural design beyond concept layouts Mr. Daryl Gilles January 4, 2016 Page 3 5. Structural, Mechanical, and Electrical engineering beyond existing building assessment 6. Site development/planning services 7. Permitting services, fees and expediting services PROJECT SCHEDULE It is our understanding that the schedule for this scope will be for completion by spring 2016, with the next phase for construction documents ending in fall of 2016, bidding in early winter 2016 and start of construction for spring 2017. PROJECT FEES We propose to provide the professional services as defined in this proposal for a lump -sum fee of $7,000 exclusive of reimbursable expenses. Reimbursable expenses including, but not limited to, travel, printing, shipping, and miscellaneous expenses will be billed in addition to the above fees. Reimbursable expenses are estimated to be approximately 3% of proposed fees INVOICING Invoicing for all professional services and reimbursable expenses will be on a monthly basis, and will be based on the estimated progress and reimbursable expenses incurred during each billing period. ADDITIONAL SERVICES Changes to the project scope of work as initially defined in this proposal will be considered as additional services and billed in addition to the fees as quoted in this proposal. Additional Services can be identified either on a lump -sum basis or as an estimated fee at standard hourly rates. We can begin to provide services on your project upon signed acceptance of this proposal letter. Terms and conditions of this proposal are defined by the attached "General Conditions of the Agreement for Professional Services. If you have any additional questions related to the proposed services in this proposal, please feel free to contact me at 651.318.0353, or at pragozzino(cDsehinc.com. Thank you again for this opportunity, and we look forward to working with you on this project. Sincerely, SHORT ELLIOTT HENDRICKSON INC. t Paul Ragozzino, AIA, LEED A Project Manager ah Attachment sAko \m \monti \common \fire station proposal \monticello fire space needs proposal 2016 01 04.docx Accepted this day of , 2016 CITY OF MONTICIELLO In Title: General Conditions of the Agreement for Professional Services SECTION I — SERVICES OF CONSULTANT SECTION II — CLIENT RESPONSIBILITIES A. General 1. Consultant agrees to perform professional services as set forth in the Agreement for Professional Services or Supplemental Letter Agreement ( "Basic Services "). Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either the Client or the Consultant. The Consultant's services under this Agreement are being performed solely for the Client's benefit, and no other party or entity shall have any claim against the Consultant because of this Agreement or the performance or nonperformance of services hereunder. B. Schedule 1. Unless specific periods of time or dates for providing services are specified, Consultant's obligation to render services hereunder will be for a period which may reasonably be required for the completion of said services. 2. If Client has requested changes in the scope, extent, or character of the Project or the services to be provided by Consultant, the time of performance and compensation for Consultant's services shall be adjusted equitably. The Client agrees that Consultant is not responsible for damages arising directly or indirectly from delays beyond Consultant's control. If the delays resulting from such causes increase the cost or the time required by Consultant to perform its services in accordance with professional skill and care, then Consultant shall be entitled to a equitable adjustment in schedule and compensation. C. Additional Services 1. If Consultant determines that any services it has been directed or requested to perform are beyond the scope as set forth in the Agreement or that, due to changed conditions or changes in the method or manner of administration of the Project, Consultant's effort required to perform its services under this Agreement exceeds the stated fee for Basic Services, then Consultant shall promptly notify the Client regarding the need for additional services. Upon notification and in the absence of a written objection, Consultant shall be entitled to additional compensation for the additional services, and to an extension of time for completion of additional services absent written objection by Client. 2. Additional services shall be billed in accord with agreed upon rates, or if not addressed, then at Consultant's standard rates. D. Suspension and Termination 1. If Consultant's services are delayed or suspended in whole or in part by Client, or if Consultant's services are delayed by actions or inactions of others for more than 60 days through no fault of Consultant, then Consultant shall be entitled to either terminate its agreement upon 7 days written notice or, at its option, accept an equitable adjustment of rates and amounts of compensation provided for elsewhere in this Agreement to reflect reasonable costs incurred by Consultant. 2. This Agreement may be terminated by either party upon seven days written notice should the other party fail substantially to perform in accordance with its terns through no fault of the party initiating the termination. 3. 'This Agreement may be terminated by either party upon thirty days' written notice without cause. All provisions of this Agreement allocating responsibility or liability between the Client and Consultant shall survive the completion of the services hereunder and /or the termination of this Agreement. 4. in the event of termination, Consultant shall be compensated for services performed prior to termination date, including charges for expenses and equipment costs then due and all termination expenses. General Conditions - 1 (Rev. 12.07.15) A. General 1. The Client shall, in proper time and sequence and where appropriate to the Project, at no expense to Consultant, provide full information as to Client's requirements for the services provided by Consultant and access to all public and private lands required for Consultant to perform its services. 2. The Consultant is not a municipal advisor and therefore Client shall provide its own legal, accounting, financial and insurance counseling and other special services as may be required for the Project. Client shall provide to Consultant all data (and professional interpretations thereof) prepared by or services performed by others pertinent to Consultant's services, including but not limited to, previous reports; sub- surface explorations; laboratory tests and inspection of samples; environmental assessment and impact statements, surveys, property descriptions; zoning, deed and other land use restrictions; as- built drawings, electronic data base and maps. The costs associated with correcting, creating or recreating any data that is provided by the Client that contains inaccurate or unusable information shall be the responsibility of the Client. 3. Client shall provide prompt written notice to Consultant whenever the Client observes or otherwise becomes aware of any changes in the Project or any defect in Consultant's services. Client shall promptly examine all studies, reports, sketches, opinions of construction costs, specifications, drawings, proposals, change orders, supplemental agreements and other documents presented by Consultant and render the necessary decisions and instructions so that Consultant may provide services in a timely manner. 4. Client shall require all utilities with facilities within the Client's Project site to locate and mark said utilities upon request, relocate and/or protect said utilities as determined necessary to accommodate work of the Project, submit a schedule of the necessary relocation /protection activities to the Client for review and comply with agreed upon schedule. Consultant shall not be liable for damages which arise out of Consultant's reasonable reliance on the information or services furnished by utilities to Client or others hired by Client. 5. Consultant shall be entitled to rely on the accuracy and completeness of information or services furnished by the Client or others employed by the Client and shall not be liable for damages arising from reasonable reliance on such materials. Consultant shall promptly notify the Client if Consultant discovers that any information or services furnished by the Client is in error or is inadequate for its purpose. SECTION III — PAYMENTS A. Invoices 1. Undisputed portions of invoices are due and payable within 30 days. Client must notify Consultant in writing of any disputed items within 15 days from receipt of invoice. Amounts due Consultant will be increased at the rate of 1.0% per month (or the maximum rate of interest permitted by law, if less) for invoices 30 days past due. Consultant reserves the right to retain Instruments of Service until all invoices are paid in full. Consultant will not be liable for any claims of loss, delay, or damage by Client for reason of withholding services or Instruments of Service until all invoices are paid in full. Consultant shall be entitled to recover all reasonable costs and disbursements, including reasonable attorney's fees, incurred in connection with collecting amounts owed by Client. 2. Should taxes, fees or costs be imposed, they shall be in addition to Consultant's agreed upon compensation. 3. Notwithstanding anything to the contrary herein, Consultant may pursue collection of past due invoices without the necessity of any mediation proceedings. CITY OF MONTICELLO VERBAL/ WRITTEN QUOTE SUMMARY SHEET Minimum 2 verbal or written quotes required for items/ services costing at least $1,000 but less than $2,500. Minimum 3 written quotes required for items/ services costing at least $2,500 but less than $10,000. No Quotes are required for items purchased through state cooperative purchasing venture. Use this form to summarize quotes received and to select vendor for' award. Name: �t! Dept: `l e. am Phone: �Y Signature of Person Obtaining Quotes: Item /Service Requested: Felt /J /iZU1 't'w Ss�'4° �j JcQ an�/�v.�� Note: If you are unable to obtain required number of quotes, provide an explanation below in notes /comments # Date Vendor Name Contact Person Phone Number Total $ Amount Quoted 1 ao r Fri �� (� �l %�v a�� 7 odd 2 Ala- �6�lD -�� ?� �� o� 3 f'Izc�,c , �S 4 7' A9k 'f 5 Selected Vendor: r&'19— U U 15 (If you are selecting other than low quote, you are required to provide written justification as to why low quote was not selected in the notes /comments section): Notes /comments: Xd J � M U / t e4a S cr H'(/ bt' 2e —z /Ind A 'l -?" 'V r�rJ "Pe v-, Approval Acknowledgement: Date: Attach this form and written quotes obtained to invoice. Questions may be directed to the Finance Department. Quote Summary Sheet 10/27/2015 City Council Agenda — 08/22/2016 4A (1). Consideration of a request for amendment to the Monticello Zoning Ordinance, Chapter 5, Section 2 - Use - Specific Standards for regulations relating to Recycling & Salvage Centers, a request for Conditional Use Permit for Recycling & Salvage Center, and a request for Conditional Use Permit for Vehicular Use Area Design for Deferred Parking and Curbing requirements. Applicant: Budd, Stephen (Integrated Recycling Technologies and Platinum Technologies). (NAC) 4A (2). Consideration of a request for amendment to the Monticello Zoning Ordinance, Chapter 5, Section 2 - Use - Specific Standards for regulations relating to Recycling & Salvage Centers, a request for Conditional Use Permit for Recycling & Salvage Center, a request for Conditional Use Permit for Vehicular Use Area Design for Deferred Parking and Curbing requirements, and a request for Administrative Lot Combination. Applicant: Budd, Stephen (Integrated Recycling Technologies and Platinum Technologies). (NAC) Property: Legal: Lot 6, Block 2, Oakwood Industrial Park; and Lots 2 and 3, Block 1, Monticello Commerce Center 5th Addition; Address: 219 Dundas Road; and 9696 Fallon Avenue Planning Case Number: 2016 -037, 2016 -038 A. REFERENCE & BACKGROUND Request(s): Zoning Ordinance Amendment to modify regulations relating to recycling; Conditional Use Permits for recycling operations on both properties; Conditional Use Permits for deferral of a portion of parking and curbing improvements on both properties, and Administration Lot Combination for 9696 Fallon. Deadline for Decision: September 3, 2016 Land Use Designation: Places to Work Zoning Designation: I -2, Heavy Industrial District (219 Dundas); and I -1, Light Industrial District (9696 Fallon) The purpose of the I -2 District is to provide for the establishment of heavy industrial and manufacturing development and use which because of the nature of the product or character of activity requires isolation from residential or commercial use. City Council Agenda — 08/22/2016 The purpose of the 1-1," light industrial, district is to provide for the establishment of warehousing and light industrial development. Overlays /Environmental Regulations Applicable: NA Current Site Use: Recycling Processing and Storage Surrounding Land Uses: North: Manufacturing and Office East: Vacant Commercial Retail (Mills Fleet Farm) South: Industrial West: Industrial Project Description: The applicant is seeking approvals to accommodate an existing recycling center on two properties. The request includes amendments to the zoning ordinance regulations that currently restrict the use in scope, Conditional Use Permits for both parcels to operate under the revised zoning regulations, and modifications to the parking and site improvement requirements to defer certain paving and curbing improvements until future phases. ANALYSIS There are three application requests that would apply to each of the two properties that comprise the recycling operations of IRT. The two properties lie on either side of Fallon Avenue, just north of Dundas Road. Because the public actions for the two properties are the same, the requests have been incorporated into a single staff report. The report will specify when certain conditions or recommendations apply to only one of the two parcels, which will be designated as the " Dundas" property (fronting on Dundas along the west side of Fallon Avenue) and the "Fallon" property, which abuts the east side of Fallon Avenue. A site plan review has also been incorporated into the review of these applications. For processing purposes, the Fallon property will require an administrative lot combination, as it currently consists of two separate parcels — this process does not require review by Planning Commission. Planning Commission Action. The Planning Commission considered the item at a public hearing on August 16, 2016, carried over from its originally scheduled date of 2 City Council Agenda — 08/22/2016 August 2, 2016. The Commission raised a number of issues related to both the proposed amendment and the proposed Conditional Use Permit compliance. Commissioner Fyle expressed concern over truck traffic circulation, both existing and as proposed. In summary, the applicant is seeking a relaxation of certain performance standards in the code that make the current and proposed use of the site infeasible. In a companion action, the applicant would make a series of improvements to the site, some immediately and some over time, to come into eventual compliance with the amended code. The primary changes, described in more detail in the sections below, include the following, along with staff's comment and recommendations: Applicant's Proposal Staff Recommendation (a) Revise the lot size requirements to Approval to 4 acre minimum. fit the existing IRT condition. (c) Lower setback standards from 50 Approval as consistent with Industrial feet to 15 feet for general use standards, subject to buffering, and operations enforcement requirement that storage not exceed the height of the screening fence. (e) Lower setback standards for Approval as consistent with Industrial outdoor storage areas from 100 use standards, subject to buffering and feet from right of way and 50 feet adequate stormwater management. from adjoining property to 30 feet and 15 feet, respectively. (f) Eliminate the prohibition to Retain requirement, or accommodate storing materials directly on the change by requiring storage area to be ground surface, relying instead on paved, curbed, and stormwater managed MPCA permitting and and treated to minimize pollution runoff monitoring. concerns. (g) Eliminate the limitations on Approval, based on nature of the use, sorting and processing. with the continued prohibition on collecting and processing any biodegradable materials. (h) Eliminate the prohibition on Approval, based on nature of the use, hazardous wastes, and rely on with the continued prohibition on MPCA regulation and monitoring collecting and processing any for compliance. biodegradable materials. 3 City Council Agenda — 08/22/2016 It should be noted that the primary contention between the applicant's proposal and staff's analysis relates to the nature and improvements to the outdoor storage area (item (f)), and this item raised the most discussion at the Planning Commission meeting. The applicant proposes to retain a gravel surface for the area, and accommodate storage of materials directly on the ground. The applicant pointed out at the meeting that no hazardous materials could be stored outdoors under their MPCA permitting. Moreover, the applicant proposes to upgrade the surface material from Class V to Class II, a gravel surface that is intended to be more dust free and less subject to erosion and tracking. Staff's response, as noted, was a preference that any storage directly on the ground be controlled by a paved surface, or remain as the ordinance currently requires, which is that such storage be contained in leak -proof containers, which the applicant maintains would be prohibitively expensive. A neighboring property owner spoke in opposition to the changes, particularly relating to the reduction in setbacks and open materials storage, stating a concern that both the current condition of the property and the expansion allowed by the changes would present an increased potential for environmental damage to the area. Another neighbor suggested that the changes would require additional monitoring to ensure compliance, but did not express an opinion either in favor or opposed to the amendments. As noted below, the Staff recommendation was to approve the amendments (including a requirement for paving and stormwater management improvements to the outdoor storage area), with a series of conditions including a phasing of improvements by the applicant. These improvements are as follows: Immediate- • Paving and curbing of customer parking lot and northerly entrance point. • Relocation of truck scale from south to north side of Fallon site property. • Paving of access drives from Fallon Avenue to outdoor storage area to minimize tracking of mud and gravel from the site onto the street. 2017: • Paving of parking lot area on west side of Dundas site. 2018: • Paving of truck circulation area on Fallon site. 2019: • Paving of outdoor storage area on Dundas site. The applicant agreed with the schedule for Immediate and 2017 improvements, but requested that the Planning Commission recommend the Fallon paving be deferred L, City Council Agenda — 08/22/2016 until 2019, and as discussed above, that the paving of the storage area on the Dundas site be deferred indefinitely, in favor of an alternative gravel surface. The Commission noted that the promise to complete future improvements could be secured by a bond or letter of credit, if there were concerns related to long -term performance on the deferred improvements. In lieu of the security, the City would have to undertake enforcement or revocation actions as its alternative recourse. After discussion, the Planning Commission voted 3 -1 to recommend approval of the amendments as proposed by staff (including the requirement for paving any storage area that contained materials stored directly on the ground). The Commission also voted 3 -1 to recommend approval of the Conditional Use Permits for Recycling and Salvage, and Deferred Paving, on both sites, subject to the conditions of Exhibit Z, including the deferral schedule as recommended by staff. In its action for decision, the Council may wish to accept the ordinance as proposed by the applicant, as recommended by staff and the Planning Commission, or the Council may also wish to modify the ordinance based on its discussion. The Council may also wish to modify the conditions listed in Exhibit Z. Existink Conditions. The business has grown on the two properties without formal city zoning reviews. As such, many of the existing conditions are not in conformance with current zoning regulations. Moreover, because the current codification of the zoning regulations adopted in 2011 was written to tightly restrict this type of use, the business is not able to meet many of the requirements in any case. Fallon Site: Currently, the Fallon property contains an outdoor truck scale that is located along the south property line, near the Fallon Avenue right of way. Trucks must be weighed, then enter the site to be unloaded, then recirculate back to Fallon to re -enter the scale for to measure the difference in the load. Because of the circulation pattern and the location of the scale, trucks often are left to queue along Dundas Road waiting for the scale to clear. The Fallon site also accommodates smaller loads on the north side of the site, including service to members of the general public. There are some paved areas on the Fallon property, particularly on the south portion of the site. The north site is dominated by gravel surfaces, as well as some grassed areas. The south parcel had received a Conditional Use Permit for outdoor storage under the previous zoning ordinance, when the code had no separate provision for Recycling and Salvage as a separate use. 5 City Council Agenda — 08/22/2016 The north portion of the Fallon site has had no separate approvals. Under the current zoning regulations, Recycling and Salvage is now listed as a distinct use, with several conditions applied to the operation. As part of this application, the applicant is seeking to modify those regulations to better fit their business model and recognize the expansion into this northerly parcel Dundas Site: The Dundas property includes office and processing space in an existing building, as well as an outdoor storage yard with a separate driveway entrance from Fallon Avenue. A paved parking lot has access from Dundas Road, but an unpaved expansion of that parking area was added to the site a few years ago. A larger grassed area surrounds the west and north side of the existing facility pending future expansion of the use into this area. It should be noted that no previous approvals have been granted for the current use of the Dundas site. The proposed CUP is intended to legitimize the general use of the property for recycling, and create a process for bringing the site into conformance with the code. Zoning Ordinance Amendment. The current zoning addresses recycling operations as a Conditional Use in both the I- 1 and 1 -2 zoning districts. The applicant is seeking amendment to the current regulations, notated in the underlined text below. Staff comments accompany the proposal, with both comments and alternative text distinguished in italics. The specific conditions listed below apply to this use in either district: (12) Recycling and Salvage Center (a) The center shall be on a parcel with an area of at least five acres. The applicant proposes a change to a four -acre lot size to accommodate the size of the Fallon propertL. Staff believes that the reduction is reasonable — the five acre size does not appear to relate to any specific need of this type of business if adhering to the performance standards suggested below. (b) The center shall be located at least 250 feet from any residential district, school, or day care. No changes proposed. (c) Except for a freestanding office, no part of the center shall be located within 50 feet of any property line. The applicant is seeking a reduction in this setback to 15 feet to accommodate operations on the existing property. Staff believes that 15 feet is reasonable for outdoor areas, provided they are screened and buffered consistent with the requirements of the zoning G City Council Agenda — 08/22/2016 ordinance. The buffering requirements would account for increased separation if the adjoining land uses suggest it. Staff's suggested wording would be "15 feet, or in compliance with the buffering requirements of Section 4.1(G), whichever requires the greater separation. " Building setbacks would remain as the underlying district requirements apply. (d) All recycling activities and storage areas shall be effectively screened from view by walls, fences, or buildings. Such screening shall be designed and installed to ensure that no part of recycling activities or a storage area can be seen from rights -of -way or adjacent lots. No changes are proposed. (e) All outdoor storage areas shall be surrounded by a solid fence or wall that is at least eight feet high, located no less than 100 feet from any public right - of -way, and located no less than 50 feet from any adjacent property. The applicant proposes to reduce this separation to 30 feet from the right of wad and 15 feet from adjacent property.. Staff supports these changes, with the notation that (as with item (c) above, the buffering requirements would continue to apply. Thirty feet is the applicable building setback from the right of way, which would be consistent with the proposed fence setback under this change. (f) Recyclable materials shall be contained within a leak -proof bin or trailer, and not stored on the ground. The applicant proposes to eliminate this provision, suggesting instead reliance on the Minnesota Pollution Control Agency_(MPCA) stormwater permitting process for "ferrous and non - ferrous" materials. Staff believes that provisions allowing storage of raw materials on gravel surfaces can raise issues of erosion, dust, and discharge concerns that have a local impact, as well as a state pollution control impact. If materials are to be permitted to be stored on the ground, pavement and stormwater control improvements, such as curbing, would be important elements in ensuring a clean site and avoiding issues for the City's overall stormwater management systems. As such, staff's recommendation is to allow open storage of such materials only on paved surfaces that manage stormwater appropriately. If desired, a deferral could be sought to allow the applicant to phase in these improvements. It should be noted that an additional reason for these types of provisions is also related to aesthetics, and avoiding piles of refuse. To address this issue, an additional component of the regulations would be to limit the height of the storage to no more than the height of a compliant screening fence. The applicant has an MPCA Industrial Stormwater permit, which is required based on the facilities type of use. Please see the City engineer's report related to the compliance of this permit. 7 City Council Agenda — 08/22/2016 (g) Only limited sorting, separation, or other processing of deposited materials shall occur on the site. The applicant suggests deletion of this section, noting that the significant majority of the operation involves sorting, separation, and processing. It is noted that household biodegradable wastes (basically garbage) could still be subject to this provision if an exception is made for the types of materials handled by the applicant's business. Staff believes that the current provision would effectively prohibit a recycling operation in the City, and this provision should be removed. The exception provision is not necessary, as the handling and transfer of household biodegradable wastes would be a separate business, not included in the definition of "recycling or salvage ", and is prohibited in the next section as it currently reads. (h) There shall be no collection or storage of hazardous or biodegradable wastes (as defined by the PCA) on the site. The applicant proposes to add a certification provision to allow the handling of hazardous waste materials. Staff agrees that the purpose of a recycling operation would be to accommodate the handling of these types of waste, provided proper handling is ensured. However, staff would recommend continuing to prohibit handling and storage biodegradable waste. No changes are proposed to the remaining provisions: (i) Space shall be provided to park each commercial vehicle operated by the center. 0) The facility shall be administered by on -site persons during the hours the facility is open. (k) The site shall be maintained free of fluids, odors, litter, rubbish, and any other non - recyclable materials. The site shall be cleaned of debris on a daily basis and shall be secured from unauthorized entry and removal of materials when attendants are not present. (1) Noise levels shall be controlled in accordance with Section 5.2(A)(2)(e). (m)Signage shall include the name and phone number of the facility operator and indicate any materials not accepted by the center. (n) Access to the center shall be from a collector or arterial street. (o) No dust, fumes, smoke, vibration or odor above ambient level shall be detectable on abutting properties. Site Plan Proposals — Conditional Use Permits. City Council Agenda — 08/22/2016 The applicant has requested Conditional Use Permits to operate recycling and salvage operations on the two subject properties, "Dundas" and "Fallon ", and for deferral of paving requirements until a future phase for both sites. The deferral is requested in part due to the planned near -term improvements proposed to support improved circulation on and between the two sites. The applicant's proposed changes to the site development would entail the following: Fallon Site: Relocate the truck scale from the south Fallon Avenue driveway to the north, and move it further into the interior of the site to allow stacking of truck traffic off of the street. Establish a circulation pattern in which traffic enters the Fallon site from the north. Truck traffic would continue to the scale, then around the building to unload, exiting the site at the south entrance. Some of this traffic may exit the site and cross Fallon Avenue to the Dundas site to unload (either to the open storage or to the building). The applicant is seeking a deferral of paving and curbing requirements for the truck circulation route on the site. General public traffic would enter the north access drive, then turn south to weigh and park on the north side of the building. This area would be paved and curbed in accordance with the requirements of the zoning ordinance. Existing public traffic would travel south to the south driveway. The middle driveway of the three existing on the Fallon site would be eliminated to better control circulation and access. Dundas Site: • Retain the existing driveway to customer and employee parking on Dundas Road. • Retain the existing driveway for loading /unloading trucks along Fallon Avenue. • Defer paving of the auxiliary gravel parking area west of the main parking lot off of Dundas. • Expand and fence the open storage area, retaining the gravel surface. • Provide a semi -truck and trailer parking location • Future phase: Add access from Dundas for trucks along the west line of the property, to cross the north side of the Dundas site to the north Fallon access. In summary, the applicant will improve the facility by relocating the truck scale and better organizing the truck circulation on the Fallon site, in addition to separating public and commercial traffic, improving the public traffic with pavement and curbing. No outdoor storage is sought on this portion of the facility. L City Council Agenda — 08/22/2016 The applicant would further create a fenced enclosure for outdoor storage on the Dundas site with a solid eight -foot fence. Given the above improvements, the applicant proposes to defer the following improvements: • Paving and curbing of existing auxiliary parking area on the Dundas site. • Paving through the truck circulation on the Fallon site. • Paving of open storage area on the Dundas site.* *It should be noted that the applicant's proposal for the open storage area is to rely on gravel surface only, and that if staff's recommendation for paved open storage is adopted, it is presumed that the applicant prefers to delay this requirement to a future date. In discussions with the applicant, they indicate that pavement in this area would not be economically feasible, and are seeking an alternate approval to accommodate a dust free gravel surface, such as Class II or Class III aggregate surface or potentially a 100% crushed aggregate surface to accommodate the trucking and equipment movements, but which would minimize both dust and tracking of gravel on to Fallon Avenue, a current issue with site operation. Staff has suggested that if this alternative is approved by the Planning Commission and City Council, an initial stage would involve paving of the driveway apron from the street to the setback line. However, as noted previously, concerns overprotection of the City's stormwater system should be taken into consideration as apart of this aspect of the applicant's proposal. To ensure that the applicant is able to operate the facility in a manner that will meet the ongoing stormwater requirements (as well as meet the City's "Illicit Discharge " ordinance requirements), staff has added a condition that the applicant regularly demonstrates compliance with MPCA standards by providing all documentation and correspondence to the City as related to their MPCA industrial storm water permit and complies with corrections and other measures as a condition of the CUP approval. For purposes of deferral, pavement requirements can be deferred through a separate CUP process, according to the following provision: (5) Vehicular Use Area Design Conditional Use Permit Stall aisle and driveway design requirements outlined in Section 4.8 may be lessened subject to the following conditions: (a) Any reduction in requirements requires completion of the conditional use permit process outlined in Section 2.4(D) of this ordinance. (b) Final approval of parking and driveway drainage plans associated with conditional use permit request shall be provided in writing by the Community 10 City Council Agenda — 08/22/2016 Development Department. Engineering expenses greater than the portion of building permit fee allocated for engineer plan review shall be paid by applicant prior to occupancy of structure. (c) Only properties which have existing buildings and are being expanded or remodeled for a new use shall be eligible for this conditional use permit. (d) The applicant must show, and the Planning Commission must find, that there are existing non - conformities of the property which are being eliminated by the expansion or remodeling which justify a deferral to the paving, landscaping, or curbing requirements. (e) A deferral shall be considered by the City as a part of an application which includes full site plans, drawn to scale, of both the immediate paving, landscaping and curbing improvements and the ultimate paving, landscaping, and curbing improvements. (f) In all districts other than the A -O District, this deferral shall apply only to the required paving, curbing and landscaping which is applicable to the existing portion of the use and building. Paving, curbing and landscaping attributable to any expansion shall be installed at the time of the expansion. The deferral requests noted above are for properties with existing buildings and site improvements. As discussed, the applicant is making a series of changes to the site that will minimize circulation conflicts with existing truck traffic, and improve site conditions — particularly on the Fallon site as a first phase of development. The requested deferrals would not be waivers, but instead provide a timeline for full compliance in subsequent phases. Staff would therefore suggest a timeline for addressing future improvements as follows: 1. Paving of the parking area on the Dundas site — 2017 2. Paving of the truck circulation areas on the Fallon site — 2018 3. Paving of the open storage (or compliance with the storage container requirements for open storage) — 2019 Finally, on the Dundas site, the applicant is storingsemi - trucks and trailers. Currently, these trucks and trailers are stored on grassed surface areas of the site. To comply with code, these vehicles should either be stored within the outdoor storage area and screened, or the truck parking location should be surfaced with an appropriate gravel surface, as designated on an updated site plan. As a condition of approval the applicant should prepare a truck circulation plan that incorporates both sites, showing circulation and turning movements similar to that previously submitted for the Fallon site. To document the conditions and stormwater management plans for both sites, updated surveys should be submitted for review. The Fallon site survey should be prepared and submitted as a part of the initial project involving the general public parking and 11 City Council Agenda — 08/22/2016 relocation of the truck scale. The Dundas site survey may be submitted at the time of any site plan changes to that property, including pavement or other surfacing of the property. Buffering and Setbacks. As noted, the proposed ordinance establishes setbacks of 30 feet from the street and 15 feet from adjoining property, provided (per the staff recommendation) that the required buffers are met at the perimeter of the site. For all setbacks but one, the industrial site adjoins industrial property. The applicant has proposed a complete screening fence for the open storage area that would be solid, eight feet in height, and set back from adjoining property lines by more than 50 feet in most cases. The applicable setback from Fallon Avenue would be 30 feet under the proposed amendment. Along the east and north lengths of the Fallon boundary, the site adjoins office and retail commercial property respectively — recently approved for the Mills Fleet Farm project. The buffer requirements in this case are as follows: Industrial to Commercial: "C" Buffer (Semi- Opaque) 20 feet, or 5 feet in width with solid screening fence. 2" of overstory trees and 16" of understory trees per 200 feet (based on half of required buffer planting). (Based on a perimeter line of 430 feet, a total of 5 ACI of overstory trees and 34" of understory trees along the east boundary of the site. Along the north, 4" and 32" of tree planting would be required for the 400 foot length). Stormwater mana - eg ment. The City Engineer has been working with the applicant in their efforts to develop an acceptable stormwater management plan, which would be incorporated as a condition of any zoning approvals. In addition, staff recommendations below presume completion of the lot combination process on the Fallon site. Subdivision action. The applicant will need to combine the two parcels that comprise the Fallon site into a single development parcel. According to Subdivision Ordinance Section 11 -8 -2, this combination can be accomplished by an administrative review, with referral directly to the City Council for formal approval. The combination will be a condition of the other approvals for the Fallon site. The property currently contains drainage and utility easements abutting the common property line that is to be eliminated as a part of the lot combination. The applicant should request a vacation of said easements, or seek an encroachment agreement to permit the improvements over the easements as proposed in the application. 12 City Council Agenda — 08/22/2016 B. ALTERNATIVE ACTIONS Decision 1. Zoning Ordinance Amendment to Section 5.2 (G)(12) amending the requirements for Recycling and Salvage uses in the Industrial zoning districts. 1. Motion to adopt Ordinance No. 652 amending the Monticello Zoning ordinance for standards regulating Recycling and Salvage uses, based on findings made by the Planning Commission in Resolution PC- 2016 -028. 2. Motion to deny adoption of Ordinance No. 652 amending the Monticello Zoning ordinance for standards regulating Recycling and Salvage uses, based on findings to be identified as part of the Council's consideration. 3. Motion to table action on the Ordinance, subject to the submission of additional information. Decision 2. Conditional Use Permit for Recycling and Salvage for the Dundas site. 1. Motion to adopt Resolution 2016 -058 approving the Conditional Use Permit for Recycling and Salvage uses for IRT at the Dundas site, subject to the provisions of Exhibit Z, and based on findings in said Resolution. 2. Motion to deny adoption of Resolution No. 2016 -058, based on findings identified as part of the Council's consideration. 3. Motion to table action on the resolution, subject to the submission of additional information. Decision 3. Conditional Use Permits for Deferral of Pavement and Curbing at the Dundas site. Motion to adopt Resolution No. 2016 -058 approving the Conditional Use Permit for deferral of paving requirements for IRT at the Dundas site, subject to the provisions of Exhibit Z, and based on findings in said Resolution. 2. Motion to deny adoption of Resolution No. 2016 -058, based on findings to be identified as part of the Council's consideration. 3. Motion to table action on the resolution, subject to the submission of additional information. Decision 4. Conditional Use Permit for Recycling and Salvage for the Fallon site. 13 City Council Agenda — 08/22/2016 1. Motion to adopt Resolution 2016 -059 approving the Conditional Use Permit for Recycling and Salvage uses for IRT at the Fallon site, subject to the provisions of Exhibit Z, and based on findings in said Resolution. 2. Motion to deny adoption of Resolution No. 2016 -059, based on findings identified as a part of the Council's consideration. 3. Motion to table action on the resolution, subject to the submission of additional information. Decision 5. Conditional Use Permit for Deferral of Pavement and Curbing at the Fallon Site Motion to adopt Resolution No. 2016 -059_ approving the Conditional Use Permit for deferral of paving requirements for IRT at the Fallon site, subject to the provisions of Exhibit Z, and based on findings in said Resolution. 2. Motion to deny adoption of Resolution No. 2016 -059, based on findings to be identified as part of the Council's consideration. 3. Motion to table action on the resolution, subject to the submission of additional information. Decision 6. Administrative Lot Combination (Fallon Site). 1. Motion to adopt Resolution No. 2016 -060 approving the administrative lot combination at the Fallon site, subject to the provisions of Exhibit Z, and subject to addressing the drainage and utility easements as noted in the staff report, based on findings in said Resolution. 2. Motion to deny adoption of Resolution No. 2016 -060, based on findings to be identified as part of the Council's consideration. 3. Motion to table action on the resolution, subject to the submission of additional information. C. STAFF RECOMMENDATION Staff recommends approval of the zoning ordinance amendment as proposed by staff in the draft Ordinance No. 652, with the additional elements suggested to accommodate the buffer yard requirements and the pavement requirements for open storage of recycling materials which are not kept in weather -proof containers. As 14 City Council Agenda — 08/22/2016 noted, the applicants are seeking a change that would allow for open storage on gravel surface. They have indicated that they prefer to pursue a different gravel composition that minimizes dust and take other steps, such as paving driveway approaches, to avoid tracking of gravel onto the public street. The applicants have further requested a longer timeframe to perform the required improvements due to economic considerations. With the ordinance in place, staff would recommend approval of the Conditional Use Permits for Recycling and Salvage and for pavement deferrals under the existing ordinance process for both the Fallon and Dundas sites, with the conditions identified in Exhibit Z. As noted in the discussion of the Planning Commission's review of the request, the City may consider the application of a financial security, such as a performance bond or letter of credit, to help ensure the completion of future improvements on the property, or may wish to further modify the proposed ordinance amendment or conditions in Exhibit Z. D. SUPPORTING DATA A. Ordinance No. 652, Draft B. Resolution 2016 -058 C. Resolution 2016 -059 D. Resolution 2016 -060 E. Resolution PC- 2016 -028 for Ordinance F. Resolution PC- 2016 -029 for Dundas Site G. Resolution PC- 2016 -030 for Fallon Site H. Aerial Site Image — Dundas Site I. Aerial Site Image — Fallon Site J. Applicant Narratives: 1. Ordinance Amendment 2. Conditional Use Permit Narrative 3. Administrative Lot Combination Narrative K. Dundas Site Plan L. Fallon Site Plans: 1. Site Plan 2. General Notes & Specifications 3. Standard City Details 4. Grading Plan 5. SWPPP 6. Landscape Plan M. Fence Details N. City Engineer's Letter, dated June 28th, 2016 O. Public Comment Letter, dated August 17th, 2016 P. Monticello Zoning Ordinance, Excerpts Z. Conditions of Approval 15 City Council Agenda — 08/22/2016 EXHIBIT Z Budd, Stephen — Integrated Recycling Technologies and Platinum Technologies 219 Dundas Road and 9696 Fallon Avenue Legal: Lot 6, Block 2, Oakwood Industrial Park; and Lots 2 and 3, Block 1, Monticello Commerce Center 5t` Addition 1. Adoption of the proposed zoning amendment, Ordinance No. 635, incorporating the following modifications to the applicant's proposed text: a. Permit open storage of materials on the ground, only when paved. b. Accommodate reduced setbacks, provided buffering requirements are met. 2. Construct the improvements to both sites consistent with the approved site plan, including an updated plan showing truck/trailer parking on the Dundas site. 3. Prepare and submit a revised landscaping plan as noted in the report to meet the buffer planting requirements. 4. Incorporate a timeline for future pavement improvements, as follows: a. Pave Dundas parking by 2017 b. Pave Fallon truck circulation by 2018 c. Pave Dundas open storage by 2019 5. Provide the City with all documentation and correspondence with the MPCA for industrial stormwater permit to ensure compliance with the permit per the City's Illicit Discharge Ordinance, and incorporation of mitigation or correction measures required to meet MPCA standards and requirements. 6. Provide screening fencing as proposed on the plans to Fallon north and east boundaries. 7. Paving of driveway approaches between Fallon Avenue and the outdoor storage screen wall on the Dundas site, as a Phase I improvement. All future parking and circulation changes not included in the approved deferrals to be paved at time of installation. 8. No outdoor storage on the Fallon site. 9. Any expansion of outdoor storage on the Dundas site will require an amendment to Conditional Use Permit. lLI, City Council Agenda — 08/22/2016 10. Truck parking /storage to be on an improved surface, or within the screened storage enclosure. 11. Compliance with the terms of the City Engineer's report. 12. Completion of lot combination on Fallon site, along with vacation of internal DU easements, or execution of an encroachment agreement for improvements lying within the easement. 13. Provide an updated survey of the Dundas site at the time of the parking lot paving. 14. Provide an updated survey on the Fallon site with the first phase improvements. 15. Provide an updated site plan showing truck circulation. 16. Other staff comments and recommendations. 17 ORDINANCE NO. 652 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO ZONING CODE FOR THE FOLLOWING SECTIONS: SECTION 5.2 (G)(12) REGULATING RECYCLING AND SALVAGE AS A CONDITIONAL USE IN THE I -1 AND I -2 ZONING DISTRICTS THE CITY COUNCIL OF THE CITY OF MONTICELL0, MINNESOTA, HEREBY ORDAINS. Section 1. Sections 5.2 (G)(12) (a), (c), and (e) — (h) are hereby amended to read as follows: (12) Recycling and Salvage Center (a) The center shall be on a parcel with an area of at least four acres. (c) Except for a freestanding office, no part of the center shall be located within -5A 15 feet of any property line, or the minimum buffer yard setbacks required in Section 4.1 (G), whichever requires the greater setback. (e) All outdoor storage areas shall be surrounded by a solid fence or wall that is at least eight feet high, located no less than 4-W 30 feet from any public right -of- way, and located no less than -51-0 15 feet from any adjacent property. (f) Recyclable materials shall be contained within a leak -proof bin or trailer, and not stored on the ground. In the alternative. the outdoor storage of rec3L(Jable materials may occur on the ground, provided that the surface is paved and curbed to control dust and drainage in a manner that is consistent with the Cites stormwater management requirements, and is fenced and screened to ensure that no storage is taller in elevation than the height of the screening (g) Only liffl to [lll+'•�ing (�epafll4ie or- ether: p - l�IIAC.0 ing Ili deposited mate fiats V Illy 111111LV..l Ji7i,. � � shall oeeuf on the site. The facility shall at all times comply with the terms of the MCPA permitting for the site, and shall promptly ply with any order for mitigation or correction issued by the MPCA when an inconsistency or violation is found. The City require additional improvements to protect the City's stormwater management system resulting from operation of the facility, including but not limited to, additional stormwater treatment, reporting, and notifications as appropriate. (h) There shall be no collection or storage of hazafdett s-er biodegradable wastes (as defined by the PCA) on the site. The storage of hazardous wastes shall be, at all times, found to be compliance with the requirements and permitting of the MPCA as applicable to the site and the material in question. ORDINANCE NO. 652 Section 3. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations and diagrams that result from such amendments, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 4. This Ordinance shall take effect and be in full force from and after its passage and publication. Revisions will be made online after adoption by Council. Copies of the complete Zoning Ordinance are available online and at Monticello City Hall. ADOPTED BY the Monticello City Council this 22"d day of August, 2016. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator VOTING IN FAVOR: VOTING IN OPPOSITION: CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016 -058 Date: Resolution No. 2016 -058 Motion By: Seconded By: A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING CONDITIONAL USE PERMITS FOR RECYCLING AND SALVAGE, AND DEFERRAL OF PAVEMENT IMPROVEMENTS FOR INTEGRATED RECYCLING TECHNOLOGIES (IRT): 219 DUNDAS ROAD; LOT 6, BLOCK 2, OAKWOOD INDUSTRIAL PARK WHEREAS, the Steven Budd, on behalf of Integrated Recycling Technologies (IRT) has submitted an application for approval of Conditional Use Permits for Recycling and Salvage and Deferral of Pavement Improvements on the subject property; and WHEREAS, the property in question is guided for industrial uses under the "Places to Work" category in the Monticello Comprehensive Plan; and WHEREAS, the proposed plat will accommodate a development project consistent with the requirements of the Monticello Comprehensive Plan; and WHEREAS, the proposed project will meet the goals and policies of the Monticello Comprehensive Plan, as well as the Zoning Ordinance encouraging the improvement of industrial uses in the district; and WHEREAS, the Planning Commission held a public hearing on August 2 and August 16, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello hereby makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed project complies with the intent of the use, and furthers the objectives, for the area within the City Comprehensive Plan. 2. With conditions, the proposed Conditional Use Permits meet all applicable requirements of the City's Zoning Ordinance. 3. The addition of site improvements to the existing use is consistent with the City's community and economic development objectives. 4. The project contributes to a reasonable expectation and density of land use on the property. 5. The Conditional Use Permits on the site promote higher quality spaces and facilities. 6. The Conditional Use Permits accommodate reasonable phased improvements for existing facilities, and lessen concerns over congestion on adjoining public streets. 7. The project will not overburden the City's public service capacity in the area. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Conditional Use Permits for Recycling and Salvage and Deferral of Pavement Improvements for IRT as recommended by the Planning Commission, subject to compliance with related codes and regulations for such use, and the following conditions: 1. Adoption of the proposed zoning amendment, Ordinance No. 635, incorporating the following modifications to the applicant's proposed text: a. Permit open storage of materials on the ground, only when paved. b. Accommodate reduced setbacks, provided buffering requirements are met. 2. Construct the improvements to both sites consistent with the approved site plan, including an updated plan showing truck/trailer parking on the Dundas site. 3. Prepare and submit a revised landscaping plan as noted in the report to meet the buffer planting requirements. 4. Incorporate a timeline for future pavement improvements, as follows: a. Pave Dundas parking by 2017 b. Pave Fallon truck circulation by 2018 c. Pave Dundas open storage by 2019 5. Provide the City with all documentation and correspondence with the MPCA for industrial stormwater permit to ensure compliance with the permit per the City's Illicit Discharge Ordinance, and incorporation of mitigation or correction measures required to meet MPCA standards and requirements. 6. Provide screening fencing as proposed on the plans to Fallon north and east boundaries. 7. Paving of driveway approaches between Fallon Avenue and the outdoor storage screen wall on the Dundas site, as a Phase I improvement. All future parking and circulation changes not included in the approved deferrals to be paved at time of installation. 8. No outdoor storage on the Fallon site. 9. Any expansion of outdoor storage on the Dundas site will require an amendment to Conditional Use Permit. 10. Truck parking /storage to be on an improved surface, or within the screened storage enclosure. 11. Compliance with the terms of the City Engineer's report. 12. Completion of lot combination on Fallon site, along with vacation of internal DU easements, or execution of an encroachment agreement for improvements lying within the easement. 13. Provide an updated survey of the Dundas site at the time of the parking lot paving. 14. Provide an updated survey on the Fallon site with the first phase improvements. 15. Provide an updated site plan showing truck circulation. 16. Other staff comments and recommendations. ADOPTED this 22nd day of August, 2016, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL ATTEST: Jeff O'Neill, City Administrator Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016 -059 Date: Resolution No. 2016 -059 Motion By: Seconded By: A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING CONDITIONAL USE PERMITS FOR RECYCLING AND SALVAGE, AND DEFERRAL OF PAVEMENT IMPROVEMENTS FOR INTEGRATED RECYCLING TECHNOLOGIES (IRT): 9696 FALLON AVENUE; LOTS 2 AND 3, BLOCK 1, MONTICELLO COMMERCE CENTER 5TH ADDITION WHEREAS, the Steven Budd, on behalf of Integrated Recycling Technologies (IRT) has submitted an application for approval of Conditional Use Permits for Recycling and Salvage and Deferral of Pavement Improvements on the subject property; and WHEREAS, the property in question is guided for industrial uses under the "Places to Work" category in the Monticello Comprehensive Plan; and WHEREAS, the proposed plat will accommodate a development project consistent with the requirements of the Monticello Comprehensive Plan; and WHEREAS, the proposed project will meet the goals and policies of the Monticello Comprehensive Plan, as well as the Zoning Ordinance encouraging the improvement of industrial uses in the district; and WHEREAS, the Planning Commission held a public hearing on August 2 and August 16, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello hereby makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed project complies with the intent of the use, and furthers the objectives, for the area within the City Comprehensive Plan. 2. With conditions, the proposed Conditional Use Permits meet all applicable requirements of the City's Zoning Ordinance. 3. The addition of site improvements to the existing use is consistent with the City's community and economic development objectives. 4. The project contributes to a reasonable expectation and density of land use on the property. 5. The Conditional Use Permits on the site promote higher quality spaces and facilities. 6. The Conditional Use Permits accommodate reasonable phased improvements for existing facilities, and lessen concerns over congestion on adjoining public streets. 7. The project will not overburden the City's public service capacity in the area. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Conditional Use Permits for Recycling and Salvage and Deferral of Pavement Improvements for IRT as recommended by the Planning Commission, subject to compliance with related codes and regulations for such use, and the following conditions: 1. Adoption of the proposed zoning amendment, Ordinance No. 635, incorporating the following modifications to the applicant's proposed text: a. Permit open storage of materials on the ground, only when paved. b. Accommodate reduced setbacks, provided buffering requirements are met. 2. Construct the improvements to both sites consistent with the approved site plan, including an updated plan showing truck/trailer parking on the Dundas site. 3. Prepare and submit a revised landscaping plan as noted in the report to meet the buffer planting requirements. 4. Incorporate a timeline for future pavement improvements, as follows: a. Pave Dundas parking by 2017 b. Pave Fallon truck circulation by 2018 c. Pave Dundas open storage by 2019 5. Provide the City with all documentation and correspondence with the MPCA for industrial stormwater permit to ensure compliance with the permit per the City's Illicit Discharge Ordinance, and incorporation of mitigation or correction measures required to meet MPCA standards and requirements. 6. Provide screening fencing as proposed on the plans to Fallon north and east boundaries. 7. Paving of driveway approaches between Fallon Avenue and the outdoor storage screen wall on the Dundas site, as a Phase I improvement. All future parking and circulation changes not included in the approved deferrals to be paved at time of installation. 8. No outdoor storage on the Fallon site. 9. Any expansion of outdoor storage on the Dundas site will require an amendment to Conditional Use Permit. 10. Truck parking /storage to be on an improved surface, or within the screened storage enclosure. 11. Compliance with the terms of the City Engineer's report. 12. Completion of lot combination on Fallon site, along with vacation of internal DU easements, or execution of an encroachment agreement for improvements lying within the easement. 13. Provide an updated survey of the Dundas site at the time of the parking lot paving. 14. Provide an updated survey on the Fallon site with the first phase improvements. 15. Provide an updated site plan showing truck circulation. 16. Other staff comments and recommendations. ADOPTED this 22nd day of August, 2016, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL ATTEST: Jeff O'Neill, City Administrator Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016 -060 Date: Resolution No. 2016 -060 Motion By: Seconded By: A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING AN ADMINISTRATIVE LOT COMBINATION OF EXISTING LOTS INTO A SINGLE DEVELOPMENT PARCEL: 9696 FALLON AVENUE; LOTS 2 AND 3, BLOCK 1, MONTICELLO COMMERCE CENTER 5TH ADDITION WHEREAS, Steven Budd, on behalf of Integrated Recycling Technologies (IRT) has submitted an application for approval of a lot combination to consolidate the various lots of record into one development parcel on the subject property; and WHEREAS, the property in question is guided for industrial uses under the "Places to Work" category in the Monticello Comprehensive Plan; and WHEREAS, the Monticello Subdivision Ordinance provides for a process of lot combination by Administrative action, with City Council approval as an exception to platting requirements; and WHEREAS, the proposed lot combination will accommodate a development project consistent with the requirements of the Monticello Comprehensive Plan; and WHEREAS, the proposed project will meet the goals and policies of the Monticello Comprehensive Plan, as well as the Zoning Ordinance encouraging the expansion of industrial and warehousing uses in the district; and WHEREAS, the Planning Commission held a public hearing on August 2 and August 16, 2016 on the related zoning applications and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello hereby makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed project complies with the intent of the use, and furthers the objectives, for the area within the City Comprehensive Plan. 2. With conditions, the proposed plat meets all applicable requirements of the City's Zoning Ordinance. 3. The addition of the proposed site improvements to the existing use is consistent with the City's community and economic development objectives. 4. The project contributes to a reasonable expectation and density of land use on the property. 5. The subdivision facilitates the combined use on the larger parcel, consistent with the economic development policies of the City's Comprehensive Plan. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Administrative Lot Combination as recommended by staff, subject to compliance with related codes and regulations for such use, and the following conditions: Completion of improvements and satisfaction of conditions required under the Conditional Use Permits for Recycling and Salvage and Deferred Pavement as approved by the City Council. 2. Resolution of drainage and utility easements via vacation or encroachment agreement. 3. Recording of the combination with the Wright County Recorder. ADOPTED this 22 d day of August, 2016, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL ATTEST: Jeff O'Neill, City Administrator Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. PC- 2016 -028 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO THE ZONING ORDINANCE REGULATING RECYCLING AND SALVAGE USES IN THE INDUSTRIAL DISTRICTS WHEREAS, the applicant is proposing to amend the zoning ordinance relating to the regulation of recycling and salvage uses; and WHEREAS, the proposed occupancy will result in improved impacts to the site or to surrounding property and public rights of way; and WHEREAS, the proposed facility is consistent with the relevant general and conditional zoning requirements of industrial zoning district intent; and WHEREAS, the proposed use is consistent with the purpose and intent of the I -1, Light Industrial and I -2, Heavy Industrial Districts; and WHEREAS, the Planning Commission held a public hearing to consider the matter at its regular meeting on August 16a', 2016 and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed ordinance is consistent with the intent of the Monticello Comprehensive Plan. 2. The proposed ordinance amendment will meet the requirements and intent of other sections of the Monticello Zoning Ordinance. 3. The ordinance will not create undue burdens on public systems, including streets and utilities. 4. The proposed ordinance will not create substantial impacts, visual or otherwise, on neighboring land uses or public property. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota that the proposed zoning ordinance amendment is hereby recommended for approval. ADOPTED this 16t" day of August, 2016, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION ATTEST: Angela Sphilm9m, Community Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -029 RECOMENDING APPROVAL OF CONDITIONAL USE PERMITS FOR RECYCLING AND SALVAGE AND DEFERRAL OF PAVING REQUIREMENTS FOR INTEGRATED RECYCLING TECHNOLOGIES (IRT) AT 219 DUNDAS ROAD; LOT 6, BLOCK 2, OAKWOOD INDUSTRIAL. PARK WHEREAS, the applicant has submitted a request to improve property for recycling uses in the I -2, Heavy Industrial District; and WHEREAS, the improvements will mitigate existing traffic and business operations issues currently being experienced in the area, both public and private; and WHEREAS, the proposed use will require the approval of conditional use permits for recycling and salvage and pavement deferrals to facilitate the use as proposed; and WHEREAS, the uses are consistent with the intent and purpose of the I -2, Heavy Industrial zoning district; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing on August 16t', 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the intent and purpose of the I -2, Heavy Industrial District. 2. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 3. The impacts of the improvements are those anticipated by industrial land uses and are addressed through standard review and ordinances as adopted. 4. The recycling uses meet the intent and requirements of the applicable zoning regulations, pursuant to the conditions attached to the Conditional Use Permit. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -029 Monticello City Council approves the Conditional Use Permits for Recycling and Salvage, and deferral of paving improvements, subject to the conditions listed in Exhibit Z as follows: 1. Adoption of the proposed zoning amendment, Ordinance No. 635, incorporating the following modifications to the applicant's proposed text: a. Permit open storage of materials on the ground, only when paved. b. Accommodate reduced setbacks, provided buffering requirements are met. 2. Construct the improvements to both sites consistent with the approved site plan, including an updated plan showing truck/trailer parking on the Dundas site. 3. Prepare and submit a revised landscaping plan as noted in the report to meet the buffer planting requirements. 4. Incorporate a timeline for future pavement improvements, as follows: a. Pave Dundas parking by 2017 b. Pave Fallon truck circulation by 2018 c. Pave Dundas open storage by 2019 5. Provide the City with all documentation and correspondence with the MPCA for industrial stormwater permit to ensure compliance with the permit per the City's Illicit Discharge Ordinance, and incorporation of mitigation or correction measures required to meet MPCA standards and requirements. 6. Provide screening fencing as proposed on the plans to Fallon north and east boundaries. 7. All future parking and circulation changes not included in the approved deferrals to be paved at time of installation. 8. No outdoor storage on the Fallon site. 9. Any expansion of outdoor storage on the Dundas site will require an amendment to Conditional Use Permit. 10. Truck parking/storage to be on an improved surface, or within the screened storage enclosure. 11. Compliance with the terms of the City Engineer's report. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -029 12. Completion of lot combination on Fallon site, along with vacation of internal DU easements, or execution of an encroachment agreement for improvements lying within the easement. 13. Provide an updated survey of the Dundas site at the time of the parking lot paving. 14. Provide an updated survey on the Fallon site with the first phase improvements. 15. Provide an updated site plan showing truck circulation. 16. Other staff comments and recommendations. ADOPTED this 16t' day of August, 2016 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING CO ATTEST: Brad Angela Schum4q, Cbn)munity Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -030 RECOMENDING APPROVAL OF CONDITIONAL USE PERMITS FOR RECYCLING AND SALVAGE AND DEFERRAL OF PAVING REQUIREMENTS FOR INTEGRATED RECYCLING TECHNOLOGIES (IRT) AT 9696 FALLON AVE., LOTS 2 AND 3, BLOCK 1, MONTICELLO COMMERCE CENTER 5TH ADDITION WHEREAS, the applicant has submitted a request to improve property for recycling uses in the I -1, Light Industrial District; and WHEREAS, the improvements will mitigate existing traffic and business operations issues currently being experienced in the area, both public and private; and WHEREAS, the proposed use will require the approval of conditional use permits for recycling and salvage and pavement deferrals to facilitate the use as proposed; and WHEREAS, the uses are consistent with the intent and purpose of the I -1, Light Industrial zoning district; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing on August 16th, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the intent and purpose of the I -1, Light Industrial District. 2. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 3. The impacts of the improvements are those anticipated by industrial land uses and are addressed through standard review and ordinances as adopted. 4. The recycling uses meet the intent and requirements of the applicable zoning regulations, pursuant to the conditions attached to the Conditional Use Permit. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -030 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Conditional Use Permits for Recycling and Salvage, and deferral of paving improvements, subject to the conditions listed in Exhibit Z as follows: 1. Adoption of the proposed zoning amendment, Ordinance No. 635, incorporating the following modifications to the applicant's proposed text: a. Permit open storage of materials on the ground, only when paved. b. Accommodate reduced setbacks, provided buffering requirements are met. 2. Construct the improvements to both sites consistent with the approved site plan, including an updated plan showing truck/trailer parking on the Dundas site. 3. Prepare and submit a revised landscaping plan as noted in the report to meet the buffer planting requirements. 4. Incorporate a timeline for future pavement improvements, as follows: a. Pave Dundas parking by 2017 b. Pave Fallon truck circulation by 2018 c. Pave Dundas open storage by 2019 5. Provide the City with all documentation and correspondence with the MPCA for industrial stormwater permit to ensure compliance with the permit per the City's Illicit Discharge Ordinance, and incorporation of mitigation or correction measures required to meet MPCA standards and requirements. 6. Provide screening fencing as proposed on the plans to Fallon north and east boundaries. 7. All future parking and circulation changes not included in the approved deferrals to be paved at time of installation. 8. No outdoor storage on the Fallon site. 9. Any expansion of outdoor storage on the Dundas site will require an amendment to Conditional Use Permit. 10. Truck parking/storage to be on an improved surface, or within the screened storage enclosure. 11. Compliance with the terms of the City Engineer's report. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -030 12. Completion of lot combination on Fallon site, along with vacation of internal DU easements, or execution of an encroachment agreement for improvements lying within the easement. 13. Provide an updated survey of the Dundas site at the time of the parking lot paving. 14. Provide an updated survey on the Fallon site with the first phase improvements. 15. Provide an updated site plan showing truck circulation. 16. Other staff comments and recommendations. ADOPTED this 16t" day of August, 2016 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION II ATTEST: Angela Schur anfi, Coin nunity Development Director 3 Budd, Stephen -Request for Amendment to Zoning Ordinance, Conditional Use Permits Created by: City of Monticello 219 Dundas Road, PID 155 - 018 - 002061 Budd, Stephen -Request for Amendment to Zoning Ordinance, Conditional Use Permits Created by: City of Monticello 9696 Fallon Avenue, 155-131-001020 and 155 - 131 - 001030 1 RT INTEGRATED RECYCLING TECHNOLOGIES INC. Ordinance Amendment Narrative IRT requests the following modifications be made to the current version of the City of Monticello Recycling and Salvage Center Ordinance (Sect. 5.2(G)(12)). Revising the current standard will allow IRT to comply with local requirements, improve operations and help shape the standard for future businesses seeking to open a recycling and salvage business in Monticello. IRT believes that the following revisions will benefit the city and its residents by allowing IRT to continue operating a successful recycling center of ferrous, non - ferrous and electronic scrap. Proper recycling of these materials is essential to both economic development and environmental sustainability. IRT is committed to processing materials with the environment, human health and safety at the forefront of its operations and has demonstrated this commitment by obtaining and complying with Environmental, Health and Safety Management System certifications: R2:2013 (responsible recycling), ISO: 14001 (environmental health) and OHSAS: 18001 (worker health and safety). Section 5.2 (G) (12 (a) (c) Current: The center shall be on a parcel with an area of at least five acres. Requested Revision: The center shall be on a parcel with an area of at least four acres. Reason: IRT's Dundas Rd address has a total of five acres and its Fallon Ave address will have a total of four acres if administrative lot combination is approved. Current: Except for a freestanding office, no part of the center shall be located within 50 feet of any property. Requested Revision: Except for a freestanding office, no part of the center shall be located within 15 feet of any property. Reason: Changing the ordinance from 50ft to 15ft will alleviate traffic on Fallon Avenue by allowing additional use of the land to install a fence around the property that leaves sufficient room to relocate the truck scale and create an onsite truck staging area. Page 1 of 3 (e) (f) (g) 1 RT INTEGRATED RECYCLING TECHNOLOGIES INC. Current: All outdoor storage areas shall be surrounded by a solid fence or wall that is at least eight feet high and located no less than 100 feet from any public right of way, and is located no less than 50 feet from any adjacent property. Requested Revision: All outdoor storage areas shall be surrounded by a solid fence or wall that is at least eight feet high and located no less than 30 feet from any public right of way, and is located no less than 15 feet from any adjacent property. Reason: Changing the ordinance from 100ft to 30ft (with regard to public right of way) and 50ft to 15ft (with regard to adjacent property) will allow future construction of fencing on Dundas to match IRT's Fallon Ave address. Decreasing the distance will allow further maximization of property while maintaining appropriate distance from right of way and adjacent properties. Current: Recyclable materials shall be contained within a leak -proof bin or trailer, and not stored on the ground. Requested Revision: Remove provision completely or add exception for ferrous and non - ferrous materials if in compliance with storm water permit issued by the MPCA. Reason: IRT currently stores its ferrous and non - ferrous materials outside. Storage areas are layered with class 5 for grading to a storm water run -off pond. Material is received clean of oil and other hazardous material /liquids. Storm water runoff is managed in accordance with an industrial storm water permit issued by the MPCA. Current: Only limited sorting, separation or other processing of deposited materials shall occur on the site. Requested Revision: Removal of this standard or add an exception in regards to ferrous, non - ferrous and electronic scrap sorting and separation. Reason: 95% IRT's business is sorting, separating and /or segregating materials into categories that ensure shipments of like materials to vendors while managing focus materials appropriately. Although, the current standard may be applicable to other recycling centers that manage residential and /or commercial biodegradable wastes, it Page 2of3 (h) 1 RT INTEGRATED RECYCLING TECHNOLOGIES INC. limits the operations of IRT. Onsite sorting of materials is integral to the success of the business and compliance with the R2 certification. Current: There shall be no collection or storage of hazardous or biodegradable wastes (as defined by the PCA) on the site. Requested Revision There shall be no collection or storage of hazardous or biodegradable wastes (as defined by the PCA) on the site. Unless the organization holds a certification to ISO: 14001, R2:2013, E- Stewards and /or other environmental management system certificate issued by an accredited third party certification body. Organizations that hold such certification are allowed to collect and store hazardous wastes in compliance with federal, state and certification standards. Reason: R2:2013 Responsible Recycling and E- Stewards are certifications that have become industry standard and demonstrate an organization's commitment to human and environmental health and safety by managing focus materials or hazardous materials appropriately. IRT currently holds the R2:2013 certification. IRT receives minimal quantity of hazardous waste but handles what it does receive in accordance with the MPCA, R2 and ISO standards. Property Information: Property ID: 155 - 018 - 002061 Property Description: 219 Dundas Road, Monticello MN 55362 Sect 14 Twp 121 Range 025 Oakwood Industrial Park Lot 006 Block 002 Property ID: 155 - 131 - 001030 Property Description: 9696 Fallon Avenue, Monticello, MN 55362 Sect 13 Twp 121 Range 025 MONTI COMMERCE CENTER 5T "ADDN Lot 003 Block 001 Property ID: 155 - 131 - 001020 Property Description: 9696 Fallon Avenue, Monticello, MN 55362 (applied to be combined with 155- 131 -1030) Sect 13 Twp 121 Range 025 MONTI COMMERCE CENTER 5T "ADDN Lot 002 Block 001 Page 3 of 3 iRT INTEGRATED ,ECYCNNG nCHNGUIGIES INC. Conditional Use Permit Application Narrative 219 Dundas Road & 9696 Fallon Avenue IRT has prepared the following narrative to complete the application for a conditional use permit for both of its facilities, 219 Dundas Road ( "Dundas ") and 9696 Fallon Ave ( "Fallon ") to receive permit for the following items: 1. Use under the Recycling and Salvage Center Ordinance (Dundas & Fallon) 2. Deferral on standards for parking and drive aisles for Dundas 3. Deferral on trucking and employee parking for Fallon Operational Overview IRT is located right off Interstate 94 and MN Highway 25 in the industrial park of Monticello. IRT processes non - ferrous and ferrous metals, electronic scrap, catalytic converters and precious metals. IRT was established in 1997 but began its operations in 2000 at the Fallon Avenue facility. In 2008, IRT expanded their operations to the Dundas Road facility and now conducts their operations in the two adjacent facilities. The Fallon Avenue facility processes non - ferrous and ferrous metals. The Dundas Road facility processes e- scrap, catalytic converters and precious metals. Page 1 of 1 iRT INiEGPATED RFOCUNG TEC MOLCOO INC. Dundas Conditional Use Permit Narrative IRT would like to establish its 219 Dundas Road address for use under the Recycling and Salvage Center ordinance. IRT has submitted an application with requested modifications to the Recycling and Salvage ordinance. Currently, IRT's Dundas address is zoned as Industrial District 1 -2. In addition to the ordinance, IRT would like to request a deferral of 3 years to construct additional parking. Improvements made to the Fallon address will take precedent over Dundas to resolve the immediate need to alleviate traffic on Fallon Ave. The enclosed plan details the parking lot. Page 2of2 iRT INTEGRATED ,ECYCNNG nCHNGEGGIES INC. Fallon Conditional Use Permit Narrative IRT would like to establish its 9696 Fallon Avenue address for use under the Recycling and Salvage Center ordinance. IRT has submitted an application with requested modifications to the Recycling and Salvage ordinance. Currently, IRT's Dundas address is zoned as Industrial District 1 -1. In addition to the ordinance, IRT would like to request approval for a Conditional Use Permit for the following plan and timeline. Please note the following plans are based on the assumed approval of IRT's Fallon Avenue Administrative Lot Combination application. Plan Proposal As shown in the civil preliminary plans, IRT will eliminate the existing north drive access point and move this access as far north as able. IRT will only have two access points to the Fallon facility. The preliminary plans show the relocation of the scale from the south access point moved to the new, proposed north access. The entrance of the northern access will be curb, gutter and asphalt which will end at the designated point shown on the plans. At this point, gravel will be placed before, around and after the scale and into the truck staging area. The truck staging area will all be gravel. Ten foot concrete aprons will be installed directly before and after the scale. Curb, gutter and asphalt will extend through the employee /customer entrance and lot. The employee /customer lot will have signage designating 'Employee Only' and 'Customer Only' parking. A six foot fence will be installed around the north side and east side of the Fallon property. No storage will take place along the six foot fence. All storage will take place within the current privacy fence on the property. Proiect Timeline YEAR 1— 2016 -2017 YEAR 2 — 2017 -2018 YEAR 3- 2018 -2019 Curb & Gutter Fence Dundas Parking Lot Asphalt Move Scale & New Pit Dirt Work & Gravel Drive The following pages detail the flow of traffic for each type of vehicle that will visit IRT's Fallon facility. Page 3 of 3 iRT INTEISPATE0 RECVQNG TECRINGEGGIES INC. Fallon Trucks (Ferrous and Non - Ferrous Material) 1. Trucks enter the North access from Fallon Ave. 2. Trucks are weighed on scale Note: The current plan reflects consideration of queued trucks. The plans demonstrate enough room for up to 3 queued trucks with additional room for trucks to park beside one another if necessary. We do not anticipate enough traffic to utilize this space as weigh in takes —2 minutes. 3. Trucks approach staging areas to wait for the go ahead to enter the loading dock 4. Trucks are loaded /unloaded at dock. 5. Exit South access point 6. Follow steps 1, 2 & 5 (enter, weigh, exit) ,.rte 1 a _ ;'.n o�¢iaAyy�,o- �._�'� x� •.,?; •. 4:." a °t <'t S, I w� { W S1'IRYY41i�A1! r w r 71;� I % °tNF RA] s1iu -ris _mom ft" Amp { I ersrrrrt_ aMrrN� a �auYr I I ,r -- -�_ -- Page 4 of 4 iRT INTEGRATED RECTCLNG TECHNOLOGIES INC. Dundas Trucks (E -Scrap Material) 1. Trucks enter North access from Fallon Ave. 2. Trucks are weighed on scale. This process takes —2 minutes. 3. Trucks approach staging areas to wait for go ahead on loading /unloading. 4. Once the truck is able to be loaded /unloaded, trucks will travel through Fallon yard to the south access to cross Fallon Avenue and enter the adjacent access point to approach the Dundas loading dock. 5. Truck is unloaded /loaded 6. Exit Dundas North Access. 7. Repeat steps 1,2 & exit South access (enter, weigh, exit) CIS M � V C 3 [� C3 me r _ � ,, 11 I 1 • I` I, I` Page 5 of 5 1. 2. 3. 4. 5. iRT INTEGRATED ECYCLING TECHNOLOGIES INC. Employees Employees enter North Access from Fallon Avenue Turn right Drive straight to either turn left to enter parking lot Park in designated employee only parking Employees will exit out of the south access point f� VJ i r .;i• >.s.:i+ ts� ,� .atc�. • ,.�.5 ya�� ti" � ti �s, r � ,.]q I r I _ I.r I ` .n ' Y ;7 I Page 6 of 6 I I Page 6 of 6 I I I I ' AO I I I 1 Page 6 of 6 iRT INTEGRATED RECfQ NG TECNNOLO"S INC. Door Customers / Peddlers 1. Enter the North access 2. Turn Right 3. Drive straight and turn left into designated customer trailer parking area 4. Material to be unloaded and weighed by IRT staff 5. After weighing is complete, customers will exit parking lot. 6. Customers will park in lot in front of office to receive payment for materials. Note: customers may stay parked in customer drop off lot and walk into office for payment. 7. Exit the South Access. VT � fir++ ....tYliiu. h. .mot+" -;. •+ �•, > wueura's. r „may •,� r 43 � R � i ti rli > , I Lrrrrrrr,�frrr I fie ACME c 1 I , , I � — 1 —mow - -- — — — Page 7 of 7 M iRT INTEGRATED RECYCLING iECHNOLWIES INC. Administrative Lot Combination IRT would like to combine its two Fallon Avenue lots, 155 - 131 - 001020 and 155 - 131 - 001030. This combination will allow for IRT to purse development plans to relocate scale, create employee and customer parking lot and a truck staging area. T - • - ,at-bcti - -- -- - .- i i i i i UM RCP END CURB W/- 5-FT TAPE (TYP) MATCH EXISTING PAVEMENT (TYP) NOTE: ALL WORK COMPLETED WITHIN PUBLIC RIGHT-OF-WAY SHALL BE AS PER CITY REQUIREMENTS. CONTR CT01 SHALL OBTAIN ALL NECESSARY PERMITTING REMOVE EXISTING DRIVEWAY AND CULVERT - ESTABLISH DITCH WITH TURF PER CITY REQUIREMENTS Will, d d G P -BUR G I v, 0 25.0" YLL I III II II op I � m m Iw axj 4 m I Ib o .o G G P -BUR a �I m �P I a BITUMINOUS PARKING LOT SCREENING FENCE (TYP) B612 CURB & SEND CURB W/ GUTTER (TYP) �ll L — — 24' -0' TOP O A POND - - - - -- 15 -FT SIDE YARD SETBACK INFILTRATION y BASIN 5 -FT TAPER (TYP) 10 -FT APRON TRUCK SCALE I-L=I-I L - _ - oo '=I L w Q GRAVEL SURFACING (TYP) 3 -FT CURB CUT EMPLOYEE W/ 2 -FT TAPERS PARKING 10 -FT APRON \ \\ r� \� \ \ �\ 125-0" I I I 9' 0" BITUMINOUS 13612 CURB & 1 (TYP) PAVEMENT GUTTER (TYP) B612 CURB & (TYP) GUTTER (TYP) o TRUCK STAGING/ BITUMINOU PAVEMENT (TYP) POND SCREENING FENCE (TYP) TURNING AREA 6' -0" O � p 0, O 24'-0' GRAVEL �� f SURFACING (TYP) I I CUSTOMER 2 -FT CURB TAPER TRAILER AT CONCRETE o BITUMINOUS PARKING PAVEMENT (TYP) PAVEMENT (TYP) _ 24' -0" V n B612 CURB &—/ CONCRETE MATCH PAVEMENT EXISTING — GUTTER (TYP) 2 -FT CURB TAPER PAVEMENT MATCH EXISTING AT CONCRETE MATCH EXISTING CURB & GUTTER PAVEMENT (TYP) CURB & GUTTER MATCH EXISTING PAVEMENT MATCH EXISTIN( CURB & GUTTER 0%�AoJ � ?vjt4G Q�� SHED i I� T m rn 7 0 m D n I 1 rSCREENING FENCE (TYP) I FINN FLOOR 0 95713 OoMCE nn F POND T -BUR STEEL FENCE lS / G G G ,a t5�z R; I - —K 15 -FT SIDE YARD SETBACK RELOCATE EXISTING TRUCK SCALE ZONING: 1 -1, "LIGHT INDUSTRIAL DISTRICT" SETBACKS FRONT YARD / ROAD SETBACK = 30 -FT SIDE YARD = 15 -FT REAR YARD = 15 -FT BITUMINOUS PAVEMENT SECTION SHEET INDEX SURFACING NOTES: 1. SUBGRADES SHALL BE SCARIFIED AND /OR COMPACTED AS NECESSARY TO ATTAIN THE REQUIRED COMPACTION DESCRIBED IN THE GENERAL NOTES (SHEET Cl). TEST ROLLING OF THE SUBGRADE SHALL BE OBSERVED BY A QUALIFIED GEOTECHNICAL ENGINEER OR TECHNICIAN. LOCATIONS EXHIBITING EXCESSIVE RUTTING (PER MNDOT SPEC. 21 1 1) SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER PRIOR TO THE PLACEMENT OF AGGREGATE BASE. COMPACTION TESTING IN UTILITY TRENCHES SHALL BE PERFORMED BY AN INDEPENDENT TESTING FIRM. 2. GRAVEL BASE COURSES SHALL BE ROLLED AND COMPACTED. TEST ROLLING OF THE GRAVEL BASE SHALL BE OBSERVED BY A SOILS ENGINEER TO VERIFY STABILITY. 3. ALL EXISTING BITUMINOUS OR CONCRETE EDGES, WHICH WILL ABUT NEW BITUMINOUS OR CONCRETE SURFACING SHALL BE SAWCUT TO OBTAIN A VERTICAL EDGE. 4. EXPANSION JOINTS SHALL BE PLACED AT ALL LOCATIONS WHERE NEW CONCRETE ABUTS EXISTING CONCRETE, AND AT ALL LOCATIONS WHERE SEPARATE CONCRETE POURS ABUT EACH OTHER. 5. SEE SHEET Cl FOR SPECIFICATIONS REGARDING THE CONSTRUCTION OF PAVEMENTS, AND CURB AND GUTTER. 12' BITUMINOUS WEARING COURSE ( MNDOT 2360 TYPE SPWEB340B) TACK COAT BETWEEN BITUMINOUS COURSES 12" BITUMINOUS BASE COURSE ( MNDOT 2360 TYPE SPNWB330B) 8" MNDOT CLASS 5 AGGREGATE BASE APPROVED COMPACTED SUBGRADE 4' PER FT SL( CONCRETE b" NOTES 1. FOR AREAS WHERE DRAINAGE IS DIRECTED AWAY FROM THE CURB, THE GUTTER SHALL BE TILTED TO DRAIN FROM THE CURB 2. CONCRETE SHALL MEET THE REQUIREMENTS OF MNDOT CONCRETE MIX 3A22 3. MNDOT B612 CURB AND GUTTER SHALL MEET THE REQUIREMENTS OF STANDARD MNDOT PLATE 7100 .•• : , , •a• . • .•• •• �•• as 2" MIN. COMPACTED MNDOT III III I I III III I CLASS 5 AGGREGATE BASE BELOW CURB AND GUTTER 111111111- �11'�11 =1II APPROVED COMPACTED 20" SUBGRADE CURB & GUTTER (MNDOT B612) NTS J NTS GRAVEL SURFACING 8" MNDOT CLASS 5 AGGREGATE SURFACING APPROVED COMPACTED SUBGRADE NTS (D I�.2 0 S;0 T LL GENERAL NOTES & SPECIFICATIONS d) Co : > cn w Q N ,U BITUMINOUS W Q >- PAVEMENT C2 ....................................... N 0 a (TYP) ILL 39' 0 g o w ° � - oE LL T o OM I a g 0 { v Q N 0 } o 0 w o� o In o I c} C Q 0 z O) C I z O J O d 0o U N � W U O U � I III II II op I � m m Iw axj 4 m I Ib o .o G G P -BUR a �I m �P I a BITUMINOUS PARKING LOT SCREENING FENCE (TYP) B612 CURB & SEND CURB W/ GUTTER (TYP) �ll L — — 24' -0' TOP O A POND - - - - -- 15 -FT SIDE YARD SETBACK INFILTRATION y BASIN 5 -FT TAPER (TYP) 10 -FT APRON TRUCK SCALE I-L=I-I L - _ - oo '=I L w Q GRAVEL SURFACING (TYP) 3 -FT CURB CUT EMPLOYEE W/ 2 -FT TAPERS PARKING 10 -FT APRON \ \\ r� \� \ \ �\ 125-0" I I I 9' 0" BITUMINOUS 13612 CURB & 1 (TYP) PAVEMENT GUTTER (TYP) B612 CURB & (TYP) GUTTER (TYP) o TRUCK STAGING/ BITUMINOU PAVEMENT (TYP) POND SCREENING FENCE (TYP) TURNING AREA 6' -0" O � p 0, O 24'-0' GRAVEL �� f SURFACING (TYP) I I CUSTOMER 2 -FT CURB TAPER TRAILER AT CONCRETE o BITUMINOUS PARKING PAVEMENT (TYP) PAVEMENT (TYP) _ 24' -0" V n B612 CURB &—/ CONCRETE MATCH PAVEMENT EXISTING — GUTTER (TYP) 2 -FT CURB TAPER PAVEMENT MATCH EXISTING AT CONCRETE MATCH EXISTING CURB & GUTTER PAVEMENT (TYP) CURB & GUTTER MATCH EXISTING PAVEMENT MATCH EXISTIN( CURB & GUTTER 0%�AoJ � ?vjt4G Q�� SHED i I� T m rn 7 0 m D n I 1 rSCREENING FENCE (TYP) I FINN FLOOR 0 95713 OoMCE nn F POND T -BUR STEEL FENCE lS / G G G ,a t5�z R; I - —K 15 -FT SIDE YARD SETBACK RELOCATE EXISTING TRUCK SCALE ZONING: 1 -1, "LIGHT INDUSTRIAL DISTRICT" SETBACKS FRONT YARD / ROAD SETBACK = 30 -FT SIDE YARD = 15 -FT REAR YARD = 15 -FT BITUMINOUS PAVEMENT SECTION SHEET INDEX SURFACING NOTES: 1. SUBGRADES SHALL BE SCARIFIED AND /OR COMPACTED AS NECESSARY TO ATTAIN THE REQUIRED COMPACTION DESCRIBED IN THE GENERAL NOTES (SHEET Cl). TEST ROLLING OF THE SUBGRADE SHALL BE OBSERVED BY A QUALIFIED GEOTECHNICAL ENGINEER OR TECHNICIAN. LOCATIONS EXHIBITING EXCESSIVE RUTTING (PER MNDOT SPEC. 21 1 1) SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER PRIOR TO THE PLACEMENT OF AGGREGATE BASE. COMPACTION TESTING IN UTILITY TRENCHES SHALL BE PERFORMED BY AN INDEPENDENT TESTING FIRM. 2. GRAVEL BASE COURSES SHALL BE ROLLED AND COMPACTED. TEST ROLLING OF THE GRAVEL BASE SHALL BE OBSERVED BY A SOILS ENGINEER TO VERIFY STABILITY. 3. ALL EXISTING BITUMINOUS OR CONCRETE EDGES, WHICH WILL ABUT NEW BITUMINOUS OR CONCRETE SURFACING SHALL BE SAWCUT TO OBTAIN A VERTICAL EDGE. 4. EXPANSION JOINTS SHALL BE PLACED AT ALL LOCATIONS WHERE NEW CONCRETE ABUTS EXISTING CONCRETE, AND AT ALL LOCATIONS WHERE SEPARATE CONCRETE POURS ABUT EACH OTHER. 5. SEE SHEET Cl FOR SPECIFICATIONS REGARDING THE CONSTRUCTION OF PAVEMENTS, AND CURB AND GUTTER. 12' BITUMINOUS WEARING COURSE ( MNDOT 2360 TYPE SPWEB340B) TACK COAT BETWEEN BITUMINOUS COURSES 12" BITUMINOUS BASE COURSE ( MNDOT 2360 TYPE SPNWB330B) 8" MNDOT CLASS 5 AGGREGATE BASE APPROVED COMPACTED SUBGRADE 4' PER FT SL( CONCRETE b" NOTES 1. FOR AREAS WHERE DRAINAGE IS DIRECTED AWAY FROM THE CURB, THE GUTTER SHALL BE TILTED TO DRAIN FROM THE CURB 2. CONCRETE SHALL MEET THE REQUIREMENTS OF MNDOT CONCRETE MIX 3A22 3. MNDOT B612 CURB AND GUTTER SHALL MEET THE REQUIREMENTS OF STANDARD MNDOT PLATE 7100 .•• : , , •a• . • .•• •• �•• as 2" MIN. COMPACTED MNDOT III III I I III III I CLASS 5 AGGREGATE BASE BELOW CURB AND GUTTER 111111111- �11'�11 =1II APPROVED COMPACTED 20" SUBGRADE CURB & GUTTER (MNDOT B612) NTS J NTS GRAVEL SURFACING 8" MNDOT CLASS 5 AGGREGATE SURFACING APPROVED COMPACTED SUBGRADE NTS (D 7U -0 (1) Z T O C GENERAL NOTES & SPECIFICATIONS d) Co : > cn w Q N ,U M (0 W Q >- C2 ....................................... N 0 ?: c/) o es a LX L Gr Z - oE E (n W z Z W Q� v Q N 0 } o U w o� o c} C Q U) z O) C c z O J O U 0o U N T i W U O U C Q � N U C� w Q L O CLl LANDSCAPE PLAN J_ O > c -c O N OC Z U O CL ( N _ \ \ :3 N O U N \` � � i }� O � � N W Q E `o Z a i� N � O N X J U > > U w N N v> X X O � PROJECT O w m D O U el O rr 0 O z _G J W V (D0o Z U Cl GENERAL NOTES & SPECIFICATIONS d) Co : > cn w M (0 W a) O � N C2 ....................................... z c/) W_ es a LX L O Ill— Z U N E (n W z Z W v Q N Z U WC ILI W N C U) O) C J z O J N +, U N T i � O .......SWPPP - PLAN VIEW U C Q � U C� w N r CLl LANDSCAPE PLAN r N M < OC Z CO 3 O _ \ \ :3 N O U \` � � z O U CIO w D w z O o C-2 > Lu O N M Z CSl.......................................................... ............................... ...........................SITE PLAN Cl GENERAL NOTES & SPECIFICATIONS cn w O C2 ....................................... ............................... .......................STANDARD CITY DETAILS c/) O Ill— C3.................................................... ............................... ........................GRADING PLAN z Z W U w C4.................................................................................. ..........................SWPPP - NOTES ILI r~ V > C5 ............................................................ ..........................SWPPP - STANDARD DETAILS z O J Q U [ � O .......SWPPP - PLAN VIEW U C� w z z CLl LANDSCAPE PLAN < Q � W W � Z � O O ? N � PROJECT SITE PLAN NUMBER: 16031 � � SCALE: a� 0 30 60 120 � CS1 of 1 STANDARDS AND REFERENCES Materials and construction methods specified in the plans reference the Minnesota Department of Transportation ( MNDOT) Standard Specifications for Construction. The Contractor shall obtain a current copy of MNDOT's Standard Specifications for Construction and review the specification sections applicable to the plans. It is mandatory that the Contractor be knowledgable of the applicable MNDOT specification sections during construction. No additional compensation will be paid to the Contractor for additional work due to unfamiliarity with the applicable specification sections. Contractor shall refer to the geotechnical report for additional requirements and recommendations. EARTHWORK NOTES PROTECTION 1) The Contractor shall maintain all benchmarks, monuments and other reference points. If any are disturbed or destroyed, they shall be replaced at the Contractor's expense. 2). The Contractor shall contact the Engineer immediately if any unknown functioning underground utilities are discovered during the course of the project, which may interfere with construction. The Contractor shall wait for instructions before proceeding. 3) The Contractor shall be responsible for any damage to functioning underground or overhead utility lines. Damaged utilities shall be repaired immediately and service restored at no additional cost to the Owner. 4) The Contractor shall provide barricades, shoring and other safety measures required by OSHA. 5) The Contractor shall protect all adjacent existing facilities from damage, including, but not limited to settlement due to excavations, erosion, etc. The Contractor shall be responsible for the repair of such damages. PROJECT CONDITIONS 1) The Contractor shall become familiar with the project site, and compare actual conditions in the field with those shown on the project drawings. The Contractor shall contact the Engineer immediately if any inconsistencies are found between the existing conditions and the project drawings. 2) No extra compensation will be allowed due to unusual conditions which could have reasonably been determined or anticipated by examination of the project site and project drawings. PLAN GRADES 1) Elevations shown on the project drawings are finished grade elevations, unless noted otherwise. Elevations not specifically indicated shall be determined by interpolation of uniform slope between spot elevations and /or contours, or between such points and existing elevations. Adequate slope shall be constructed to provide positive drainage away from structures. 2) If inconsistencies exist on the plans between contours and spot elevations, the spot elevations shall govern. TOPSOIL 1) Adequate imported and /or stockpiled salvageable topsoil shall be utilized for this project. 2) Topsoil shall be free of clay lumps, roots, brush, large stones, and debris, and shall have a minimum organic content of 5 percent. 3) Remove topsoil to its entire depth from areas, which are to be disturbed by new construction work. Existing lawn areas, which are not in the proposed construction area (s) shall remain in place. The Contractor shall field verify topsoil depths between any soil borings, and remove to greater depths than indicated in the soils report if such conditions are encountered. Salvaged topsoil shall be maintained in stockpiles. 4) Stockpiled topsoil shall only be used for finish grading of new lawn areas. Excess topsoil shall be removed from the site by the Contractor. 5) Protect all existing lawn areas, plantings, and other landscaping to remain in place. Any damaged areas shall be replaced at the Contractor's expense. UNFORESEEN OBSTACLES 1) The Engineer shall be contacted immediately if any unforeseen major obstacles are encountered during excavation, such as abandoned wells, abandoned or functioning utilities, subsurface streams or rock, etc., which would add significant expense to the Contractor. 2) The Contractor shall still be responsible for completing all work required for this project where encountered conditions may be reasonably determined from a soils /geotechnical report and review of the project site and contract documents. DEWATERING 1) Surface drainage shall be provided during construction in a manner so as not to create a nuisance to adjacent areas. 2) All excavations shall be free of water during construction within the excavations. Dewatering shall be accomplished by pumping or trenching, and shall be conducted regardless of the cause, source, or nature of the water. 3) Berms, cofferdams, or piling shall be provided as necessary to protect excavations. 4) Excavations shall be sloped to drain, and necessary pumps, hoses and other equipment shall be provided to keep excavation free of water. 5) All temporary equipment used for dewatering shall be removed from the site when no longer necessary. FILLING AND GRADING 1) Rough grading of all areas within the construction limits, including adjacent transition areas shall be reasonably smooth and compacted. The rough graded subgrade surface generally shall not be more than 6 inches above or below the established subgrade elevations. All ditches, swales, and gutters shall be graded to drain adequately. The subgrade shall be evenly sloped to provide drainage away from building walls in all directions at a minimum slope of 1 %. The Contractor shall provide rounded transitions at top and bottom of banks and other breaks in grade. 2) Fill and backfill materials shall be inorganic soils free of roots, rocks, boulders, and debris. 3) Bedding material or granular backfill larger than 2" in its largest dimension shall not be allowed within 2 feet of new underground pipes. Material larger than 3" in its largest dimension shall not be allowed within 1 foot of subgrade elevation. 4) Imported compacted fill material shall have a maximum of 12 percent passing the #200 sieve, by weight. The proposed fill material shall be tested by an independent testing lab for suitability as compacted fill for this project. The Contractor shall pay for the testing services and provide a copy of the test results to the Engineer. 5) The Contractor shall fill and grade as necessary to bring surface to required elevations, and provide all materials necessary, whether obtained on or off the project site. 6) The Contractor shall place compacted material in uniform horizontal lifts not exceeding 8" in depth for clay soils, and 12" in depth for sandy soils, and compact as required to achieve specified density. 7) Compaction shall be obtained with the use of vibratory rollers or rammers. During compaction, fill material shall contain moisture content, as necessary, for the required compaction as indicated by an independent testing laboratory. The moisture shall be uniform throughout each lift. If the material is too dry, water shall be added with approved equipment and methods, which will not wash out fine material. If the material is too wet, it shall be dried by harrowing, disking, blading, or other approved methods recommended by the independent testing laboratory. 8) Areas designated for pavement in excavated (cut) areas shall be scarified to a depth of 1 foot. The Contractor shall bring the subgrade material to optimum moisture content as indicated by the independent testing laboratory, and compact the subgrade to the specified density listed below for soils underneath pavements. 9) The Contractor shall not place fill material when either the fill material, or the material on which it is to be placed, is frozen. Any soft or yielding areas appearing in the fill resulting from frost, rain, or any other reason whatsoever shall be scarified, removed, recompacted and /or otherwise rectified to the satisfaction of the Engineer before any new fill is placed. COMPACTION TESTS 1) Utility Trench Backfill: The Contractor's independent soils technician and approved testing laboratory shall perform in -place density and moisture tests at random depths in trench backfill at 100 foot intervals, or fraction thereof. Compaction of trenches shall be a minimum of 95% of the maximum dry density (as determined by the independent testing laboratory) in lawn areas, and at depths greater than 3 feet below areas designated for pavement. Compaction of trenches at depths within 3 feet of paved surfaces shall be a minimum of 100% of the maximum dry density. 2) Compacted Fill Under Pavements: Compaction tests shall not be required beneath new pavements. Adequate compaction of materials under pavements shall be determined by test rolling the subgrade, and checking for excessive rutting. Test rolling shall be performed as per MNDOT Spec. 2111. 3) Areas exhibiting a failed compaction test shall be re- compacted and re -m tested to the satisfaction of the Engineer prior to acceptance of the project. 4) Copies of all compaction testing and test roll observation reports shall be provided to the Engineer. 5) Optimum moisture - density relationship will be determined by testing laboratory in accordance with ASTM D698 and maximum density determination made by Method D of ASTM D698 unless otherwise noted in these specifications. SUBGRADE PREPARATION 1) Finished subgrade elevations shall be as follows: a) Bituminous pavement: 11" below finish grade. b) Gravel surfacing: 8" below finish grade. c) Lawn areas: 4" below finish grade. d) Planting areas: See Landscaping Plans /Details 2) The tolerance for areas to be paved shall not exceed 0.15 feet above or below plan subgrade. 3) The Contractor shall protect newly graded areas from erosion. Settlement or washing that occurs prior to acceptance of the Work shall be repaired and grades re- established. DISPOSAL OF EXCESS WASTE MATERIALS 1) The Contractor shall remove excess excavated material, debris, and waste materials, from the Owner's property and legally dispose of it in accordance with all governing codes. SPREADING TOPSOIL AND FINISH GRADING 1) Scarify subgrade to depth of 3" prior to placing topsoil. Spread topsoil evenly over complete subgrade as follows: a) Lawn Areas on Private Property: Spread 4" lightly compacted layer of topsoil. b) Lawn Areas in Public Right -of -way: Per City requirements c) Planting Areas: See Landscape Plan /Details 2) Finish grade accurately within 0. 15 feet of finish grades shown on the project drawings, less the thickness of any sod where it is to be installed. Slope all grades away from buildings to provide positive drainage. 3) Prepare topsoil suitable to receive seed and /or sod. Grading of areas designated for topsoil shall be reasonably smooth and even, and in accordance with MNDOT Spec. 2105.3G and 2574.3A4. All debris and stones exceeding 3" in diameter shall be removed from the soil surface of these areas rior to seeding. Areas compacted b vehicles p g P Y or storage of materials shall be plowed, disked and harrowed to match texture of other finish graded areas. 4) Grass seed shall be in accordance with MnDOT Spec. 3876, seed mix No. 25 -131, applied at the rate of 220 pounds per acre or as indicated on the landscape plans. Mulch shall be applied and discanchored to all seeded areas and shall meet the requirements of MnDOT Spec. 3882, Type 3 or as otherwise indicated by the Engineer. UTILITY NOTES STANDARD SPECIFICATIONS 1) The following standard specifications shall apply to this project: a) Minnesota Plumbing Code - MN Rules Chapter 4714 (MN Dept. of Labor and Industry- MNDLI) b) Uniform Plumbing Code, latest edition (UPC) c) "What you need to know about utility service connections in the 2015 Minnesota Plumbing Code" http:// www .dii.mn.gov /CCLD /PDF /pe_usc.pdf d) City Engineers Association of Minnesota (CEAM) Standard Specifications e) American Society for Testing Materials (ASTM) f) American National Standards Institute (ANSI) g) American Water Works Association (AWWA) h) Minnesota Department of Transportation "Standard Specifications for Construction" (MN /DOT) 2) The Contractor shall comply with all local ordinances and codes 3) Certifications of all utility materials, as well as shop drawings, shall be submitted to the Engineer for review REINFORCED CONCRETE SEWER PIPE (RCP) AND FITTINGS - STORM 1) RCP pipe and fittings shall meet the requirements of Section 4715.0420 of the MN Plumbing Code, and Section 2621.2A3 of the CEAM Standard Specifications 2) Pipe joints shall meet the requirements of Section 4715.0780 of the MN Plumbing Code, and Section 2621.3A3 of the CEAM Standard Specifications 3) The ASTM strength class of pipe shall be Class III unless otherwise shown on the Plans. 4) The pipe shall be drawn together by some approved method of jacking or winching. This pressure must be maintained until sufficient backfill is placed to keep the joint from opening. END SECTIONS - STORM 1) End sections shall be provided at all pipe inlets and outlets. 2) The end sections shall consist of material matching the material of the pipe, which it is being connected to. Materials and joints shall be as per the specifications described above for the applicable pipe material. 3) The last 3 joints shall be tied, and the end section shall the be provided with an approved trash guard. MANHOLES AND CATCH BASINS - SANITARY AND STORM 1) Unless otherwise noted, manhole and catch basin structures shall consist of precast concrete, and meet the requirements of Sections 2621.2C and 2621.3D of the CEAM Standard Specifications 2) Catch basins shall be provided with the following castings: a) Along curbline: Neenah R -3246 as per City of Monticello standards b) Isolated (in paved area): Neenah R -2553 w/ type "C" grate c) Isolated (in vegetated area): Neenah R -2560 w/ type "C" grate 3) Manholes shall be provided with the following castings: a) Sanitary: Neenah R-1 642-A per City of Monticello standards b) Storm: Neenah R-1 642-A per City of Monticello standards INSTALLATION 1) Unless otherwise noted, installation of all water and sewer pipe, fittings, and appurtenances shall be as per the CEAM Standard Specifications. TESTING REQUIREMENTS 1) Water and sewer pipe, fittings, and appurtances shall be inspected and tested as per Sections 4715.2800- 4715.2890 of the MN Plumbing Code, and Sections 2611.3E-2611.3H and 2621,3F- 2621.3H of the CEAM Standard Specifications. 2) In the event of discrepancies between the testing requirements of the MN Plumbing Code and the CEAM Standard Specifications, the most stringent will govern. BITUMINOUS PAVEMENT NOTES STANDARDS 1) Minnesota Standard Specifications for Highway Construction, most recent edition. GRANULAR BASE COURSE 1) Compacted thickness of finished base and surface courses: 8" 2) Process material for aggregate base shall meet the requirements of MNDOT Spec. 3138, Class 5.. 3) The subgrade shall be tested and observed to the satisfaction of the Engineer prior to placement of aggregate base material. Install base material as required to accommodate new plan grades. 4) Wet base material to approximate optimum moisture content either prior to delivery to job site or as soon as practical after being placed on subgrade. 5) Place in layers not exceeding 4" thickness (loose). 6) Compact with pneumatic or vibrating steel drum rollers. 7) After base course has been graded and compacted, thoroughly wet and slush roll with roller until all aggregates are thoroughly embedded. 8) Allow base course to cure for a minimum of 72 hours prior to bituminous course application. BITUMINOUS BASE AND SURFACE COURSE 1) Mix Designation Numbers for the bituminous mixtures on this project are per MNDOT Spec. 2360 2) Pavement smoothness requirements will be waived for this project. 3) Density for the bituminous mixture on this project will be the ordinary compaction method ( MNDOT 2360.6C). 4) Bituminous Base course shall conform to MnDOT 2360, Type SPNWB330B and shall be 1J inches thick after compaction. Bituminous Surface course shall conform to MnDOT 2360, Type SPWEB340B and shall be 17 inches thick after compaction. 5) Place no asphaltic mixture when the atmospheric temperature is below 45 degrees and falling, nor should pavement be placed under wet conditions. 6) Mixing a) Paving mixture: Uniform mixture of course aggregate, fine aggregate, mineral filler and asphaltic material. b) Grading and mixing: Conform to applicable sections of the Minnesota Standard Specifications for Highway Construction, Section 2360. CONSTRUCTION METHODS 1) Properly clean base course and deliver hot mix asphaltic concrete in clean tight vehicles with covers if necessary. 2) Lay to a smooth surface without segregation of material and attain compaction as early as possible. Commence rolling while the material is hot, (minimum spread temperature 250 degrees F.) as soon as it will support the roller without undue displacement or hairline cracking and continue until a minimum of 96% of maximum has been attained, no further compression can be attained and all roller marks are eliminated. 3) The completed surface: Smooth, free of pockets that will retain water and shall not vary more than 1/16" per foot nor more than 1/4" under a 16' straight edge. Entire surface must drain. No flat areas are permitted. 4) Perform all Work in accordance with the applicable requirements of the Minnesota Standard Specifications for Highway Construction. PAINTED LINES 1) Special marking paint compound especially for striping bituminous paving in one coat. 2) Manufacturers: Pratt & Lambert, Inc.; Sherwin Williams Co. or DuPont Co. 3) Colors: Use white paint for concrete and asphalt. 4) All surfaces to be painted must be thoroughly clean and dry. 5) Lay out painted lines with chalk on pavement in accordance with Project Drawings. 6) Accurately apply paint to the chalk marks, using striping machines, 4" wide stripes. 7) Apply paint in strict accordance with the manufacturer's directions. 8) Protect all paint from damage by traffic until dry. 9) Apply handicap logo at handicap stall. FIELD QUALITY CONTROL 1) Aggregate Base Testing: a) The granular base course shall be test rolled and observed by the Contractor's independent soils technician as per MNDOT 2211.3C2 (Quality Compaction Method). Once the base course has been tested to the satisfaction of the Engineer, pavement may be placed. b) One mechanical analysis (ASTM D -422) per 500 cubic yards of base or fraction thereof. 2) Bituminous Testing: a) Test temperature of first truck. b) Ordinary compaction ( MNDOT 2360.6C) CONCRETE PAVEMENT, CURB & GUTTER, AND SIDEWALK STANDARDS 1) ACI 318, ACI 315, CRSI, ACI 301, latest adoptions. 2) Minnesota Standard Specifications for Construction, most recent edition GRANULAR BASE COURSE MATERIAL 1) Compacted thickness of finished base: 6' - Concrete Pavement /Aprons 4" - Concrete Sidewalk 2) Base material shall consist of MNDOT 3149.262 Select Granular Borrow. AGGREGATES 1) Coarse: MnDOT Spec. 3137. 2) Fine: MnDOT Spec. 3126. WATER 1) Clean, fresh and potable, MnDOT Spec. 3906. AIR ENTRAINING ADMIXTURES 1) ASTM C260. 2) Provide entrainment of 4 - 7 percent by volume. PORTLAND CEMENT 1) ASTM C150, Type I plus an approved air entraining agent, or Type IA air - entraining Portland cement. OTHER ADMIXTURES 1) MnDOT Spec. 3113. 2) Calcium Chloride or materials containing chlorides or nitrates shall not be allowed. PROPORTIONING AND DESIGN OF MIXES 1) MnDOT Spec. 2461.3 2) Concrete Classifications a) Curb and gutter, slip- formed concrete: 3A22 b) Sidewalk, aprons, incidental concrete, manual curb & gutter: 3A32 c) Concrete pavements or aprons: 3Y43 d) Repair concrete, fast strength concrete: 3Y43 3) Concrete Specifications: a) 3A22: 1 -2" slump, 3900 psi, 4 -7% air b) 3A32: 2 -3" slump, 3900 psi, 4 -7% air c) 3Y43: 3 -4" slump, 4300 psi, 4 -7% air d) Temperatures of all concrete during placement shall be 50 -deg F to 90 -deg F CONCRETE PLACEMENT 1) Place concrete as soon as possible after mixing. Place before initial set has occurred, and in no event after it has contained its water content for more than one hour. 2) Avoid overworking concrete or allowing concrete to fall unrestricted for excessive vertical distances, and other situations which can cause segregation of the aggregates. 3) Concrete pavements shall be placed in accordance with applicable portions of MnDOT 2301. 4) Sidewalks shall be placed in accordance with MnDOT 2521. 5) Curb and gutter shall be placed in accordance with MnDOT 2531. PROTECTION 1) Provide adequate protection against rain, sleet and snow before and during placement and finishing of concrete. 2) Protect concrete from premature drying. Provide temporary covering as required. Keep concrete continuously moist for 7 days. 3) Treat concrete with membrane curing compound in accordance with MnDOT 2531.3G. COLD WEATHER CONCRETE 1) Do not place concrete when the atmospheric temperature is below 40 degrees F., or when the concrete is likely to be subjected to freezing temperatures within 24 hours after it has been deposited unless adequate temporary heating is provided. 2) Maintain concrete temperature of 40 to 90 degrees F. for 3 days. Protect from freezing for the following 5 days. 3) No frozen materials may be used in the concrete. Chemicals may not be used to prevent freezing unless approved by the Engineer. 4) Perform all cold weather concreting in accord with ACI 306. HOT WEATHER CONCRETE 1) Do not place concrete when the atmospheric temperature is above 100 degrees F. 2) Maintain concrete temperature of 40 to 90 degrees F. for 3 days. Protect from temperatures over 90 degrees for the following 5 days. 3) Thoroughly wet dry porous surfaces before concreting. 4) Water reducing admixtures with retarding properties are required for all concrete placed when the temperature exceeds 80 degrees F. 5) Perform all hot weather concreting in accord with ACI 305. FINISHING 1) Provide a broomed finish on exterior sidewalks and ramps unless noted otherwise. QUALITY CONTROL 1) The Contractor shall hire an independent testing firm to provide the following tests: a) The independent testing technician shall perform random field testing of the fresh concrete including slump, air content, and temperature. (ASTM C143, C173, C231 and C138). One series of the aforementioned tests shall be performed on the first load of concrete. b) The independent testing technician shall cast a set of four compression test cylinders for the first load of concrete as well as 1 set for every 100 cubic yards, or fraction thereof, of concrete thereafter. Compression tests shall be performed on one test cylinder at 7 days and two test cylinders at 28 days. The fourth test cylinder shall be retained in the event of failing compression tests on the 28 -day test cylinders. GENERAL NOTES & SPECIFICATIONS (0 a� � (Dc� /W V T O � O '— N Q. ° -U O Z O c0 j co co Z N co C9 w O UJ �(N `� � O i0 E IN N i O CL 0_ LL ILL (D O U � O O O D C W O U5 c � Z Y o� O U L W 2 U O O .N Q N z U 0 J U °' > Z � J W Q" (D Z N N J �' a) D > �OL -c- N U U O a O ( 1 N Q C3 N N r Q Z_ E `o CL `Z �, N _ O IX Z x J U 0 U X tr 0 N � N = O N i2 �E.0) � O _ Q w m` 0 U w (Dc� /W V V O '— I ° -U O Z O c0 j co co Z U) co C9 w O UJ �(N `� � U w IN / V > w 0_ LL ILL v Z � U � O O UJ W U �' Z V � Z 1 it O L Q W Q N z IN �_ LLJ VJ U) Z � J W 1 J Z N N D ,max W U 1 U Q N r r N (D >_ LO IX Z O CO � N = O N � OD c� r Z O n o_ U LU w cn w /W V Z '— I (/) O o Z Z w W ~n w / V > Z I U Iry O w O W c" co � Z Z it V) /W V O I (/) O i- Z Z w W ~n w / V > Z I U Iry O W W Z it L 0 Q W F- LLJ Z O O Z N PROJECT NUMBER: 16031 v1 v a� Q U9 r� Cl OF 6 O T O Q � Q>_ N O 0-0 O �O N I O QU C3 co Ll.l O � C O USE NEENAH R- 1642 —A FOR LOW PROFILE APPLICATIONS C c z USE NEENAH R1755 —G FOR WATERTIGHT APPLICATIONS Y o 0 w LETTERING TO READ: O (D U SANITARY SEWER, STORM SEWER U J OR WATER MAIN WHICH EVER IS U N � C)-,L- APPLICABLE. J Q -C > NEENAH 4 WITH O N O TYPEB SOLID LID U 0-() MACHINE BEARING OR 8 EQUAL TOP OF PROPOSED SUBGRADE Q IS E w ,o THE TOP 3' SHALL BE COMPACTED z } } AT A MIN OF 100% OF STANDARD � N N N G X PROCTOR DENSITY (MN /DOT 2105) i U J U > > U >' O N v> X A MAX OF 2' LIFTS TO BE WETTED [ w N X XACONCEALED AND CONSOLIDATED BY VIBRATORY 6" MAX N C O O PICKHOLES (2) AND S�ANPDACRDDPROCTORIN a � � w � 0 DENSITY (MN /DOT 2105) REPEAT OPPOSITE SIDE EXCEPT FOR LETTERING 4' COVER COMPACTED TO 95% OF STANDARD PROCTOR DENSITY WITHOUT TRANSVERSE &LONGITUDINAL BARS z THE USE OF HEAVY ROLLER EQUIPMENT 5/8 FOR 18" TO 27' APRONS 3/4 FOR 30" & LARGER APRONS. 00 25 3/4 " U V (D 00 00 0 1 1/2 0i N _tF[FT�:::::::M 7" D 6.. U ` M (0 5 GRANULAR BEDDING AS ANCHOR TOP z O (fl 0) BEARIN3 SURFACE PER MN /DOT 3149.2F & BOTH ENDS N C4 TO BE MACHINED L 24" NOTE: O L.L.I Z N 28 1/2 a � 1. ALL TRASH GUARDS SHALL BE GALVANIZED AFTER FABRICATION � � n % 36" PER MNDOT SPEC. 3392 & 3394. v_ U U GRANULAR FOUNDATION WHERE 2. APPLIES TO FLARED END SECTIONS 12" OR LARGER. 0 z ^ N O ORDERED BY THE ENGINEER LL J 3. ALL NUTS AND BOLT ATTACHING TRASH GUARD TO THE FLARED I- U END SECTION SHALL BE LEFT EXPOSED 0 n Uj C SHOVEL, PLACE, AND HAND COMPACT AROUND PIPE TO z v 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED I 7 U EACH SIDE OF PIPE, AS DIRECTED BY THE ENGINEER. L CD COVER FRAME W z W a� N �U)J N W J N CZ K, J U N N N Title: Title: Title: U Standard Frame Typical Trench Compaction Trash Guard for CO Standard Plate Library Standard Plate Library Standard Plate Library L and Cover and Class B Bedding End Section z City of Monticello Date: Plate No. City of Monticello Date: Plate No. City of Monticello Date: Plate No. r o 03 -05 1002 03 -05 1007 03 -05 4007 \ �� " Revised: 1002 Revised: Revised: 03 -15 \ C0,5 �/��/� T U) U) A D A D D A z 35 1/4 43" 43" tL CURB INLET FRAME AND CURB BOX U NEENAH NO. R- 3067 -V O w _t D PLAN cn w Z '- PLAN 0 p 4" CONCRETE COLLAR ALL STORM SEWER CASTING ELEVATIONS SHOWN ON THE PLANS HAVE BEEN CASTING TO BE SET 0.10' CURB INLET FRAME AND CURB BOX LU 0 N M 'I DEPRESSED 0.10' BELOW GUTTER BELOW GUTTER ELEVATION STANDARD CASTING - NEENAH R- 3067 -V ELEVATION (SEE DETAIL 5003) ADJUSTING RINGS ADJUSTING RINGS 4" MIN - 12" MAX 4" MIN - 12" MAX ENCASE IN CONCRETE 6• ENCASE WITH CONCRETE MANHOLE COVER TO BE 48" DIA COLLAR USE CONCRETE COLLAR CRETEX TYPE II WITH 24 "x 36" CURB MIX FOR COLLAR 6" OPENING LLJ 24" FINISH - *15" 24" 9" GRADE 31' CONCRETE DOGHOUSE REQUIRED 0 2" i 2" Z) ON OUTSIDE AND INSIDE OF STRUCTURE 3'- 6" w * AND PIPE CONNECTION 5„ 48 "(TYP) 34" 0 4" MIN. > *DIMENSION VARIES o BASED ON STRUCTURE Z Z m DIAMETER (Z W R IPE v 4" MIN. - V 4" CONCRETE COLLAR AND CB SE TOTBE CRETEX MANHOLE NOTES: �_ NOTES: SECTION A -A TYPE 433B OR APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH J O^/ ~ INVERT TO OUTLET. U 0!. 0 POUR A 3" TO 4" CONCRETE COLLAR SECTION 2. PIPE CUT -OUTS TO BE LOCATED WHERE � AROUND RINGS EXTENDING FROM THE REQUIRED. ( UJI CASTING TO THE PRECAST SECTION J Z W Z CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE MnDOT DESIGN H. THE CATCH BASIN MANHOLES REQUIRED IN GREEN SPACES SHALL BE CONSTRUCTED OF CASTING SHALL BE NEENAH R- 3508 —A2. PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn /DOT STANDARD PLATE 4006L. THE CASTING SHALL BE NEENAH R -4342. CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRUCTED WITH AN LU _ 0 ECCENTRIC TOP SLAB WITH A 27" ROUND OPENING. THE CASTING SHALL BE ~ J NEENAH R- 3508 —A2. Q w U Title: Title: �_ Standard Catch Basin 0 0 Standard Plate Library Catch Basin Standard Plate Library Manhole ? N Cat of Monticello Cat of Monticello City Date: 03 -05 Plate No. y Date: 03 -05 Plate No. PROJECT Revised: 03-15 4002 - Revised: 03 -15 4003 STANDARD CITY DETAILS NUMBER: � 16031 vi .o a� 0 C20F6 35 -1/4" DA D GRADING NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS, AND RIM AND INVERT ELEVATIONS, OF EXISTING DRAINAGE AND SANITARY STRUCTURES. LOCATION AND SIZE OF EXISTING SANITARY, WATER, AND STORM SEWER STUBS, AND EXISTING GRADES SHALL ALSO BE VERIFIED. 2. EXISTING TOPOGRAPHICAL INFORMATION WAS OBTAINED FROM A TOPOGRAPHICAL SURVEY PROVIDED BY KLD LAND SURVEYORS, ST. CLOUD, MN. 3. HORIZONTAL & VERTICAL CONTROL: HORIZONTAL - BASED ON WRIGHT COUNTY COORDINATES (NAD83, 1996 HARN ADJUSTMENT) AS DERIVED FROM MN /DOT'S VIRTUAL REFERENCE STATION NETWORK DATA AS BROADCAST BY MN /DOT'S MNCORS SYSTEM. VERTICAL - BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29) AS PUBLISHED FOR THE FOLLOWING MN /DOT CONTROL STATION: 8605 H HAVING AN ELEVATION OF 965.77 LOCAL BENCHMARKS SET: TOP OF SANITARY SEWER MANHOLE LOCATED IN THE CENTER OF FALLON AVENUE, APPROX. 38 FEET WEST OF THE NORTHWEST CORNER OF LOT 2 OF THE PLAT OF MONTICELLO COMMERCE CENTER FIFTH ADDITION HAVING AN ELEVATION OF 953.78 (NGVD 29) 4. NOTIFY ENGINEER IMMEDIATELY IF ANY INCONSISTENCIES ARE DISCOVERED BETWEEN ACTUAL SITE CONDITIONS AND WHAT IS SHOWN ON THE PLANS, WHICH ARE SIGNIFICANT ENOUGH TO ALTER THE INTENT OF THE DRAWINGS. 5. THE CONTRACTOR SHALL CONTACT GOPHER ONE CALL AT (800) 252-1166 FOR A UTILITY LOCATE PRIOR TO THE START OF CONSTRUCTION AND VERIFY LOCATIONS OF UTILITIES BEFORE BEGINNING WORK. 6. SEE SHEET C2 FOR STANDARD DETAILS. 7. ALL LENGTHS OF STORM SEWER OR CULVERT PIPE SPECIFIED ON THIS PLAN INCLUDE THE LENGTHS OF ANY ASSOCIATED FLARED END SECTIONS. 8. TRASH GUARDS SHALL BE INSTALLED ON ALL STORM SEWER END SECTIONS. 9. FINISHED ELEVATIONS OF LAWN /GREEN AREAS ADJACENT TO BUILDINGS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR OR TOP -OF -BLOCK ELEVATION. INFILTRATION BASIN CALCULATIONS REQUIRED INFILTRATION VOLUME NEW IMPERVIOUS SURFACE = 47,700 SF REQUIRED INFILTRATION VOLUME = 47,700 SF X 1.1 -IN = 4,388 CF PROVIDED INFILTRATION VOLUME AREA OF 949.5 CONTOUR (BASIN BOTTOM) = 672 SF AREA OF 952 CONTOUR (BASIN OUTLET) = 3,150 SF PROVIDED INFILTRATION VOLUME (AVERAGE END AREA METHOD) ((672 -SF + 3,150 -SF) / 2) * 2.5 -FT = 4,777 CF UNDERLYING SOILS: POORLY GRADED SANDS (SP) (BASED ON NRCS WEB SOIL SURVEY, AS WELL AS PREVIOUS EXPERIENCE IN AREA) GROUNDWATER ELEVATION: BELOW 945.00 (BASED ON LACK OF STANDING WATER IN ADJACENT REGIONAL POND) ASSUMED INFILTRATION RATE: 0.80 IN /HR (BASED ON MN STORM WATER MANUAL) MAXIMUM TIME OF INFILTRATION = 48 HRS, 0 MIN DESIGN TIME OF OF INFILTRATION = 30 IN (2.5 -FT) / 0.80 IN /HR = 37 HRS, 30 MIN (ASSUMING FULL SYSTEM TO BASIN OUTLET) FOREBAY SIDEWALL 4" SAND/ COMPOST MIX BOTTOM OF FOREBAY 4" SAND /COMPOST - MIX 4:) 10. CONTRACTOR SHALL PERFORM CALCULATIONS TO VERIFY EARTHWORK QUANTITIES. CONTRACTOR'S BID SHALL BE BASED ON EARTHWORK CALCULATIONS COMPLETED BY THE CONTRACTOR 11. SPOT ELEVATIONS ARE FLOW LINE AND /OR FINISHED GRADES, UNLESS OTHERWISE INDICATED. TOP OF CURB ELEVATIONS ARE 6" ABOVE THE FLOW LINE SPOT ELEVATION SHOWN ON THE PLANS, UNLESS NOTED OTHERWISE. 12. "EX" DENOTES EXISTING SPOT ELEVATIONS 13. ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUTTER, UNLESS NOTED OTHERWISE. PROPOSED ELEVATIONS ARE INTENDED TO PROVIDE POSITIVE DRAINAGE TOWARDS CATCH BASINS AND /OR OUTLETS. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE REQUIRED ELEVATIONS, WHICH WILL PROMOTE POSITIVE DRAINAGE THROUGHOUT THE PROJECT SITE. NOTE: CADD FILES FOR ESTIMATING EARTHWORK QUANTITIES ARE AVAILABLE TO CONTRACTORS FOR PREPARING BIDS. IN ORDER TO RECEIVE THE CADD FILES, THE CONTRACTOR WILL NEED TO SIGN A HOLD - HARMLESS AGREEMENT PROVIDED BY SCHULTZ ENGINEERING & SITE DESIGN, AND AGREE TO PAY A $30 PROCESSING FEE. THE CADD FILES WILL BE RELEASED UPON RECEIPT OF THE CHECK INFILTRATION BASIN NOTES: 1. CONSTRUCTION EQUIPMENT SHALL NOT BE DRIVEN ACROSS INFILTRATION BASIN AREAS. BASIN AREAS SHALL BE EXCAVATED WITH A BACKHOE STATIONED OUTSIDE OF THE AREA. 2. DURING CONSTRUCTION OF THE ADJACENT DRIVEWAYS AND BUILDINGS, THE INFILTRATION BASIN AREA SHALL BE PROTECTED FROM TRAFFIC AND SEDIMENT WITH SILT FENCE. 3. THE BOTTOM OF THE INFILTRATION BASIN SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 24 INCHES WITH THE USE OF APPROPRIATE EQUIPMENT (TILLER, RIPPER, ETC.). AFTER SCARIFICATION, THE BASIN SHALL BE LINED WITH A MINIMUM OF 5- INCHES OF TOPSOIL, WHICH SHALL BE PLACED AS LOOSELY AS POSSIBLE. 4. ONCE THE INFILTRATION BASINS ARE COMPLETED AND THE SITE HAS BEEN STABILIZED, THE CONTRACTOR SHALL ARRANGE AND PAY FOR TESTING THE INFILTRATION RATES OF THE BOTTOMS OF THE BASINS. THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY AND THE ENGINEER. 5. FINAL STABILIZATION OF THE INFILTRATION BASINS SHALL NOT BE COMPLETED UNTIL THE UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED. BASIN SIDEWALL 4" SAND/ COMPOST MIX BOTTOM OF BASIN 4" SAND /COMPOST MIX 4 :) 4 ELEV= 949.50 ELEV= 949.17 VARIES NATIVE SAND SOILS NOTES: 1. BASIN BOTTOM 2. SAND /COMPOST MIX SHALL BE SEEDED W/ SHALL CONSIST OF 70% NATIVE SEED MIX AND/ CLEAN SAND & 30% OR PLANTINGS COMPOST INFILTRATION BASIN 4 VARIES NATIVE SAND SOILS NOTES: 1. FOREBAY BOTTOM 2. SAND /COMPOST MIX SHALL BE SEEDED W/ SHALL CONSIST OF 70% NATIVE SEED MIX AND/ CLEAN SAND 8,30% OR PLANTINGS COMPOST PRETREATMENT FOREBAY NTS ELEV= 952.00 ELEV= 951.67 NTS GRADING PLAN (D 7U -0 (1) rn0E O (D T O C Z � Q N ,U dcU N co M ( D Q >_ z N O 35 04(N � W O O IN 01 I pE LL L F- O LL S2 0 0 �E N > cl) Z N} O z z v Ll l In O C I 1 Q:� W c} C Q-0 W W O Z Q c :�E N O U u O Q LLI U O 0 J w J u N N Ax W U N O Q L N � U > > c � O N � r � O r U) M N N Lo OC z 0 � N N = O U a) Q } U-i 10 00��/n/��w/� T VJ VJ � 0 N J U > > U w O N N v> X X O _ _Q w m 0 J U V rn0E O (D NUMBER: Z � z dcU N co M ( D 0 z O 04(N � W U Z IN rr 'u W LL L F- O LL z �E N > Z O z z � W v Q O s= � N I 1 Q:� U z W W z Q - :�E N z IN u O Q w J w J u N Ax W U N O ? N � U > � r � r U) M N Lo OC z 0 N = O U a) � 00��/n/��w/� T VJ VJ Z O o_ U w 0 V) w (D NUMBER: Z � J O 0 z z W Lu V) F- W 0 > Z O W O O N M Q:� Z z Lu z V) uj PROJECT (D NUMBER: O 16031 J O i- z z W Lu C3 OF 6 F- W 0 > Z O J U O U z Lu z 10:� - :�E u O Q w u w z O O ? N � PROJECT NUMBER: 16031 SCALE: a 1 " =30' C3 OF 6 PROJECT INFORMATION Proiect Deschotion This project will consist of site improvements to the existing IRT facility, which will include truck staging and maneuvering areas, relocated truck scale, as well as parking lot and driveway areas for employees and customers. Storm water management for the project will consist of an infiltration basin for water quality purposes. Impervious Surface Tabulation (within proposed construction area) Existing Impervious Area 0.0 acres Proposed Impervious Area 1.1 acres Net Impervious Area Increase 1.1 acres Estimated Disturbed Area 2.0 acres Permanent Site Drainage Site drainage will be routed to an infiltration basin located in the northeast corner of the project for the purposes of meeting City and MPCA water quality (infiltration) requirements. The basin will outlet into a regional pond maintained by the City, and adjacent to the site. Receiving Surf ace Waters The following surface waters could receive storm water runoff from this project, and are within 1 mile of the project site: Surface Water Type of Surface Water Impaired Water? Special Water? USEPA Approved TMDL for Impaired Water? Comments Mississippi River River Yes Yes N/A 5.5 Instructor .0 Q>_ Dates of Training Course Total Training Hours 0_0 _0 SEDIMENT AND OTHER POLLUTANTS This SWPPP has been designed mainly to provide erosion and sediment control of naturally occurring soils at this site (ie: sands, looms, and clays). Although this SWPPP does address pollution prevention of other man-made materials, it is assumed that these materials will consist of debris from existing structures and pavements to be demolished, or debris and chemicals (ie: fuels, new paints, etc.) resulting from new construction. There are no known solid wastes or hazardous materials buried below grade at this site. If such wastes or hazard materials are discovered during construction, the SWPPP Coordinator (described below) will be responsible for notifying the Engineer. This SWPPP will then be revised to address he presence and disposal of these additional pollutants EROSION PREVENTION AND SEDIMENT CONTROL RESPONSIBILITIES SWPPP Design Engineer and Qualifications Design Engineer Brian J. Schultz, PE Training Course Design of SWPPP Recert. Training Entity University of Minnesota Instructor John Chapman Dates of Training Course May 7, 2014 Total Training Hours 5.5 SWPPP Coordinator and Qualifications * "Design of SWPPP" is a recertification course offered by the University of Minnesota. The Engineer's certification for "Design of SWPPP" is current, and will expire May 31, 2017. Certification documentation is on file at the Engineer's office and a copy can be provided upon request. The Contractor shall provide an individual who shall serve as the SWPPP Coordinator for this project. The SWPPP coordinator shall oversee the implementation of this SWPPP, as well as the necessary inspections (described below) of erosion prevention and sediment control BMPs. The SWPPP Coordinator shall also oversee the installation, maintenance, and repair of the BMP's to be completed in accordance with this SWPPP. The SWPPP Coordinator shall be responsible for the items listed above during the period from the start of the project to the establishment of final stabilization. During this period, the SWPPP Coordinator, or their assigned, qualified (see below) representative shall be available for an on -site inspection within 72 hours upon request by the MPCA. It shall be the Contractor's responsibility to complete the table below, which will identify the SWPPP Coordinator and that person's qualifications. This person shall acknowledge that he /she has been assigned to serve as SWPPP Coordinator and will be overseeing the items listed in this section, by providing their signature in the space below. Please note that this SWPPP will not be considered complete if the table below is not filled in. * Typically, the identity of the SWPPP Coordinator is unknown until the project is awarded. The SWPPP Coordinator may be identified at the project's Preconstruction Conference. SWPPP Coordinator -0-0 - Q) Company Name Office Phone # a " Cell Phone # '- Training Course CL (D o Training Entity Instructor .0 Q>_ Dates of Training Course Total Training Hours 0_0 _0 I, , hereby (Printed Name) acknowledge that I will be serving as SWPPP Coordinator for this project and will be responsible for overseeing the items identified in this section. (Signature) (Date) The SWPPP Coordinator may assign other personnel to supervise or perform the duties listed above. However, in completing the duties listed above, at least one person shall be trained in erosion prevention and sediment control as related to that particular part of the SWPPP. If the SWPPP Coordinator chooses to delegate some of the duties and responsibilities listed above to other personnel, a list of the personnel, as well as their qualifications, shall be kept with and shall become part of this SWPPP. The qualifications shall be documented in a manner similar to the table shown above. A copy of this list shall be provided to the Engineer. Once the project has been completed and accepted by the Owner, and Final Stabilization has been established and "Notice of Termination" submittedto the MPCA, the Owner assumes responsibility for the long term maintenance of the storm water management system. The SWPPP Coordinator shall be responsible for ensuring that the Contractor properly disposes of the temporary erosion and sediments control measures within 30 days after site stabilization is achieved or after the temporary measures are no longer needed. Record Retention The SWPPP and associated records shall be stored and maintained by an employee or representative of the Owner for 3 years after the submission of the Notice of Termination (NOT) Responsibility for overseeing the records will be transferred to another employee or representative should the current personnel become uninvolved with the project or Owner. These records shall include the following: 1). The final SWPPP 2). Any other stormwater related permits required for the project 3). Records of all inspection and maintenance conducted during construction 4). All permanent operation and maintenance agreements that have been implemented, including all right -of -way, contracts, covenants and other binding requirements regarding perpetual maintenance 5). All required calculations for design of the temporary and permanent Stormwater Management Systems. BMP INSPECTIONS Inspection Frequency The SWPPP Coordinator shall inspect, or designate someone else who is qualified to inspect (see above), the construction site erosion prevention and sediment control BMPs per the following time frames: 1). Once every 7 days 2). Within 24 hours of a rain event (1 /2" or greater over 24 hours) Inspections shall be conducted per the time frames listed above with the following exceptions: 1). Where parts of the construction site have permanent cover, but work remains on other parts of the site, inspections of areas with permanent cover may be reduced to once per month 2). Where construction sites have permanent cover on all exposed soil areas and no construction activity is occurring anywhere on the site, the site must be inspected for a period of 12 months (inspections may be suspended during frozen ground conditions). Following the 12th month of permanent cover with no construction activity, inspections may be terminated until construction activity is once again initiated or sooner if notified in writing by the MPCA. 3). Where work has been suspended due to frozen ground conditions, the required inspections and maintenance schedule must begin within 24 hours after runoff occurs at the site or prior to resuming construction, whichever occurs first. Inspection Records The SWPPP Coordinator shall maintain inspection records during construction. These must be recorded in writing within 24 hours of the inspection and /or maintenance activity. The inspection records shall include the following: 1). Date and time of inspections 2). Name of person(s) conducting inspection 3). Findings of inspections, including recommendations for corrective actions 4). Corrective actions taken (including dates, times, and party completing maintenance activities) 5). Date and amount of any rainfall events greater than 1/2" in 24 hours a). The Contractor shall install and maintain a rain gauge at the construction site in order to verify rainfall amounts. 6). If any discharge is observed to be occurring during the inspection, a record of all points of the property from which there is a discharge must be made, and the discharge shall be described (i.e., color, odor, floating, settled, or suspended solids, foam, oil sheen, and other obvious indicators of pollutants) and photographed. 7). Documentation of any changes to the SWPPP made during construction a). If the SWPPP coordinator observes that a BMP fails on a regular basis and believes that it is ineffective, it shall be his /her responsibility to notify the Engineer of such deficiencies. The Engineer may then amend the SWPPP (see "Amending the SWPPP") Note: Copies of all inspection records shall be submitted to the Engineer. AMENDING THE SWPPP During he construction of this project it may become necessary to amend this SWPPP. Should the responsibility of installing, g P J Y rY P Y 9- inspecting and maintaining the erosion and sediment control devices and techniques described in this SWPPP be transferred from the current Contractor to another Contractor, or from the current Contractor to the Owner, this SWPPP shall be updated accordingly. The Owner will also be required to complete an "Permit Modification Form ". Should it be determined, during construction, by the SWPPP Coordinator, Engineer, or Regulatory Officials that deficiencies in this SWPPP exist, or if significant changes are made to the design /scope of this project that impact erosion prevention and sediment control, the Engineer shall be notified immediately. The Engineer will then review potential deficiencies and /or significant changes to project design /scope, and make necessary changes to the SWPPP. After changes are made to the SWPPP the Engineer will issue the necessary documentation reflecting the changes, to the g - g rY g g - owner and to the SWPPP Coordinator. The SWPPP Coordinator shall be responsible to make sure that this documentation is added to the on -site SWPPP copy and that the changes described in the documentation is implemented on -site. EROSION PREVENTION AND SEDIMENT CONTROL BMPS Standards and References Materials and construction methods of all BMPs included in this SWPPP shall be as per the Minnesota Department of Transportation ( MNDOT) Standard Specifications for Construction, latest edition. The Contractor and SWPPP Coordinator shall obtain a current copy of MNDOT's Standard Specifications for Construction and familiarize themselves with the specification sections applicable to this SWPPP, as there are several BMPs that specifically reference these sections. The Contractor and SWPPP Coordinator shall be expected to be familiar with the applicable MNDOT specification sections during construction. No additional compensation will be paid to the Contractor for additional work due to unfamiliarity with these specification sections. Undisturbed Areas If shown on the plan, the Contractor shall delineate areas that are not to be disturbed on the site. This may be done with flags, stakes, signs, silt fence, etc., and shall be completed prior to the start of any grading operations. Regardless of the delineation method the Contractor chooses to use, the Contractor must communicate to his /her personnel and subcontractors that these areas are not to be disturbed and construction equipment (including trucks and personal vehicles) shall not be allowed in these areas. The Contractor shall minimize compaction and preserve topsoil as much as possible at the site. In pervious ( "green ") areas that are not essential to the construction of the project, the Contractor shall avoid construction traffic and maintain the existing condition of these areas. Temoorary and Permanent Stabilization All exposed soil areas (including stockpiles) shall be provided with temporary or permanent cover within 7 days of construction activity temporarily or permanently ceasing in that portion of the site. Temporary or permanent drainage ditches or swales, which drain off -site or to a surface water, and are within 200 lineal feet of the property line or surface water shall be provided with temporary or permanent cover within 24 hours of construction. Placement of temporary or permanent cover shall be initiated immediately upon suspension or completion of excavation operations. Temporary Cover: If the Contractor chooses to halt grading operations in a portion of the site (or the whole site) for a period exceeding 7 days, and grading operations (rough or finish grading) in the affected areas has not yet been completed, temporary cover shall be placed. Affected areas consisting of drainage ditches or swales connected to, and within, 200 lineal feet of a property line or surface water shall be provided with temporary cover within 24 hours of connection. Depending on the Contractor's schedule, the temporary cover shall consist of one of the following BMPs: 1). Discanchored Mulch a). Discanchored mulch may be used in an area of the site (or the whole site) if the Contractor is halting grading operations for a period that is relatively short, but exceeds 7 days. b). The mulch shall be Type 3 per MNDOT Spec. 3882 c). An adequate quantity of mulch shall be evenly distributed to achieve 90% coverage of the exposed soils. d). Mulch shall be placed as per MNDOT 2575.3C. e). All mulch shall be disc anchored as per MNDOT 2575.3D. Prior to the placement and discanchoring of the mulch, the soils shall be loosened and the area smooth -rough graded per MNDOT 2574. f). Any areas that are exposed as a result of wind action after the initial mulch placement shall be covered with additional mulch to maintain 90% coverage. 2). Temporary Seeding with Mulch a). Temporary seeding with mulch may be used in areas of the site (or the whole site) if the Contractor is halting grading operations for a period that is relatively long. Although mulch still needs to be applied as described above, once the temporary seeding /turf is established, the mulch will no longer need to be maintained. The temporary seeding /turf will require very little maintenance. b). Prior to the sowing of temporary seed, the soils shall be loosened and the area smooth -rough graded per MNDOT 2574. c). Contractor shall utilize Seed Mixes 21 -1 1 1, 21-112, or 21-113 per MNDOT Spec. 3876 for temporary seeding. d). Temporary seeding shall be sown per MNDOT Spec. 2575.36. e). Once temporary seeding has been sown, mulch shall be placed over the area as described above. Permanent Cover: Upon completion of finish grading and/or placement of topsoil, initiation of the placement of permanent cover shall begin immediately over all exposed areas. This includes areas designated for impervious surfacing (ie: buildings, pavements /gravel bases, sidewalks, etc.). Where the construction schedule will not allow for the placement of the permanent impervious surfacing within 7 days of the completion of finish grading, temporary cover shall be provided in these areas, as described above, until the permanent impervious surfacing can be constructed. Affected areas consisting of drainage ditches or swales connected to, and within, 200 lineal feet of a property line or surface water, shall be provided with permanent cover within 24 hours of connection. Areas designated for permanent turf establishment shall be provided with one or more of the following BMPs (see plan): 1). Permanent Seeding with Mulch a). Unless otherwise noted on the plans, all areas designated for turf establishment shall be provided with permanent seeding. b). In addition to the Ian included as art of this SWPPP the Contractor shall verify if a Landscaping Plan has been included in P P Y P g the plans by the Architect. If a Landscape Architect has specified higher quality permanent cover (ie: sod, hydroseeding, etc.), the Contractor shall provide this permanent cover in lieu of the permanent seeding specified in this SWPPP. c). Prior to the sowing of permanent seed, the soils shall be loosened and the area smooth -rough graded per MNDOT 2574. d). Contractor shall utilize Seed Mix 25 -131 per MNDOT Spec. 3876 for permanent seeding. e). Permanent seeding shall be sown per MNDOT Spec. 2575.36. f). Once permanent seeding has been sown, mulch shall be placed over the area as described above (under Temporary Cover), unless noted otherwise. 2). Erosion Control Blanket a). Erosion control blanket shall be placed in areas as shown on the plan included in this SWPPP. These areas shall still be provided with permanent seeding, as described above, beneath the erosion control blanket. b). Erosion control blanket shall meet the requirements indicated in MNDOT Spec. 3885. See plan for category(s) of erosion control blanket. c). Erosion control blanket shall be installed as P er MNDOT Spec. 2575.3G2. P d). Erosion control blanket specified in drainage ditches and swales connected to, and within 200 lineal feet, of a property line or surface water shall be installed within 24 hours of the completion of finish grading (including permanent seeding). 3). Riprap a). Riprap shall be placed in areas as shown on the plan included in this SWPPP. b). All riprap shall be underlain with Type 4 geotextile fabric. The fabric shall meet the requirements of MNDOT Spec. 3733 and shall be installed as per MNDOT Spec. 2511.3B2. c). Riprap materials shall meet the requirements of MNDOT Spec. 3601, and shall be Class 3, unless noted otherwise on the plans. d). Riprap shall be considered "Random Riprap" and shall be placed as per MNDOT Spec. 2511. e). Although it is permitted for the riprap to be placed with machinery, it will be necessary for the Contractor to hand place some of the riprap in order to provide a dense, well -keyed layer of stones with the least practical quantity of void space. f). The minimum thickness of the riprap shall be 18 inches unless otherwise noted on the plans. P P - P g). Riprap designated at the end of pipe outlets shall be placed within 24 hours of installation of the pipe outlet end section. h). Riprap specified in drainage ditches and swales connected to, and within 200 lineal feet, of a property line or surface water shall be installed within 24 hours of the completion of finish grading. Sediment Control The following sediment control BMPs shall be implemented as part of this project: 1). Silt Fence a). Silt fence shall be installed at the locations shown on the plan included in this SWPPP. b). Silt fence shall be machine sliced and materials shall meet the requirements of MNDOT Spec. 3886. c). Silt fence shall be installed as per MNDOT Spec. 2573.362. d). Silt fence shall be installed prior to any upgradient grading operations, and shall remain in place and maintained adequately until upgradient areas achieve Final Stabilization (see below) e). Silt fence shall be repaired or replaced if damaged during, or after, rain events, or if accumulated sediment on the upstream side of the fence reaches 1/3 of the height of the fence. Repair or replacement of silt fence shall be completed within 24 hours of discovery. f). Portions of silt fence may be removed to accommodate short-term activities, such as vehicle passage. Short-term activities shall be completed as quickly as possible, and new silt fence installed immediately after completion of the short -term activity. If rainfall is imminent or forecasted in the near future, new silt shall be installed regardless of if the short term activity has been completed or not. The Contractor is advised to schedule short term activities during dry weather as much as practicable. No additional compensation will be paid due to additional silt fence associated with short-term activities. g). Temporary soil stockpiles shall be placed on the site in areas upgradient from silt fence. Where the Contractor chooses to place temporary soil stockpiles outside designated silt fenced areas, the stockpiles shall be surrounded by additional silt fence. Under no circumstances shall temporary soil stockpiles be placed over surface waters, curb and gutter, catch basins, culvert inlets or outlets, or ditches. 2). Catch Basin Protection a). WIMCO Road Drain protection devices, as manufactured by WIMCO, shall be used for catch basin protection on this project. WIMCO can be contacted at (952)- 233 -3055, and their web page is www.roaddrain.com. b). "Road Drain Top Slab" devices shall be installed at all catch basin locations immediately after placement of the catch basin structures. "Road Drain Top Slab" devices shall remain in place and be adequately maintained until permanent surfacing is constructed fie: curb and gutter, pavements, and /or gravel surfacing). In areas designated for turf establishment, "Road Drain Top Slab" devices shall remain in place until Final Stabilization of all upgradient areas is established. c). Upon construction of the permanent surfacing, the "Road Drain Top Slab" devices shall be replaced with the WIMCO product specified on the plans. The WIMCO devices shall remain in place until Final Stabilization of all upgradient areas has been established. d). The contractor shall install and maintain the catch basin protection devices as per the manufacturer's instructions and specifications. 3). Culvert Inlet Protection a). Culvert inlet protection shall be provided at all culvert inlet locations immediately after construction of the culvert. See plan included in this SWPPP for culvert inlet locations. b). Culvert inlet protection shall consist of geotextile fabric wrapped around, and completely covering the inlet end section. The geotextile fabric shall be the some fabric used in silt fence applications and meet the requirements of MNDOT Spec. 3886. c). The culvert inlet protection shall remain in place and adequately maintained until Final Stabilization of all upgradient areas has been established. d). Culvert inlet protection shall be repaired or replaced if damaged during, or after, rain events, or if accumulated sediment reaches 1/2 of the diameter of the culvert pipe. Repair or replacement of culvert inlet protection shall be completed within 24 hours of discovery. 4). Temporary Rock Construction Entrance a). Temporary rock construction entrances shall be installed at the locations shown on the Ian included in this SWPPP. See P rY P detail for temporary rock entrance design. b). If the Contractor chooses to access the site from locations other than where temporary rock entrances are specified on the plans, additional temporary rock entrances shall be placed at these locations, as well. c). Temporary rock entrance shall be constructed prior to the start of grading operations, and shall remain in place and be adequately maintained until Final Stabilization has been established. d). Temporary rock entrances shall be maintained in such a manner that the entrances prevent sediment tracking onto adjacent streets. If a temporary rock entrance is found to be ineffective, it shall be replaced or improved within 24 hours of discovery. e). The Contractor has the option to place Type 4 geotextile fabric beneath the temporary ry rock entrance. The fabric may extend the life of the entrance as it will reduce rock "sinking" into the underlying soils. If the Contractor chooses to use fabric, it should meet the requirements of MNDOT Spec. 3733 and shall be installed as per MNDOT Spec. 2511.362. f). If sediment tracking from the site is discovered on adjacent streets, the sediment shall be removed with a street sweeper or other approved method within 24 hours of discovery. This shall be done throughout construction of the project. This sediment may be returned and graded over exposed areas of the site, or disposed of off site per MPCA requirements. The City may order street sweeping to be performed at the Contractor's or Owner's expense if City staff find that construction activities are resulting in sediment or debris being tracked onto City streets. 5). Filter Logs a). Filter logs shall be installed at the locations shown on the plan included in this SWPPP. b). Filter logs shall consist of Type Wood Fiber biorolls and meet the requirements of MNDOT Spec. 3897. c). Filter logs shall be installed as per MNDOT Spec. 2573.3F. d). Filter logs shall be installed immediately after placement of erosion control blanket. e). Filter logs shall remain in lace for the life of the project, and shall be allowed to degrade naturally. g P P J - g Y Dewatering If dewaterin of sand subsoils is required for this project, the um discharge shall be treated prior to discharge off -site or into a g Y q P 1 - pump g P 9 surface water. Treatment of discharge shall be achieved with the use of a "Dandy Dewatering Bag" (or approved equivalent), as manufactured b Dandy Products Inc. Dandy Products Inc. can be contacted at 877 307 -0141 and their web page is Y Y - Y - ( ) - P 9 www.dandyproducts.com. The "Dandy Dewatering Bag" shall be installed, utilized, and maintained per the manufacturer's instructions and specifications. Once dewatering water has been treated, it may be discharged off -site or to a surface water. The discharge shall be visually checked to ensure that it is relatively clean and not visibly different from any receiving waters. If discharge is noticeably "dirty ", the Engineer shall be contacted as additional treatment methods may be necessary. Adequate erosion control shall be provided at the point of discharge if it is located in an area with exposed soils or established turf. q P P 9 P This erosion control may consist of temporarily placed rip rap, or other approved energy dissipation measures. The type of erosion control measure shall be at the Contractor's discretion depending on the location of the dewaterin discharge and the unique site P g g 9 q characteristics. The erosion control measures shall be effective and shall be maintained adequately such that no erosion occurs at the point of discharge. Pollution Prevention Management Solid waste accumulated during construction, including collected sediment, construction materials, floating debris, construction debris, paper, plastics, and other solid wastes shall be disposed of in accordance with MPCA disposal requirements: 1). Building products that have the potential to leach pollutants shall be maintained under cover e. plastic sheeting or 9P P P ( g -P g temporary roofs) to prevent the discharge of pollutants or protected by a similarly effective means designed to minimize contact with storm water. 2). Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials shall be maintained under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by similarly effective means designed to minimize contact with stormwater. 3). Hazardous materials, toxic waste, (including oil, diesel fuel, gasoline, hydraulic fluids, paint solvents, petroleum -based products, wood preservatives, additives, curing compounds, and acids) shall be properly stored in sealed containers to prevent spills, leaks or other discharge. Restricted access storage areas shall be provided to prevent vandalism. Storage and disposal of hazardous waste or hazardous materials shall be in compliance with Minn. R. ch. 7045 including secondary containment as applicable. 4). Solid waste shall be stored, collected and disposed of properly in compliance with Minn. R. ch. 7035. 5). Portable toilets shall be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. ch. 7041. The Contractor shall take steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where chemicals or fuel will be loaded or unloaded including the use of drip pans or absorbents unless infeasible. The Contractor shall conduct fueling in a contained area unless infeasible. The Contractor shall ensure adequate supplies are available at all times to clean up discharged materials and that an appropriate disposal method is available for recovered spilled materials. The Contractor shall report and clean up spills immediately as required by Minn. Stat. § 115.061, using dry clean up measures where possible. If the Contractor washes the exterior of vehicles or equipment on the project site, washing shall be limited to a defined area of the site. Runoff from the washing area shall be contained in a sediment basin or other similarly effective controls and waste from the washing activity shall be properly disposed of. The Contractor shall properly use and store soaps, detergents, or solvents. No engine degreasing shall be allowed on site. The Contractor shall provide effective containment for all liquid and solid wastes generated by washout operations (concrete, stucco, paint, form release oils, curing compounds and other construction materials) related to the construction activity. The liquid and solid washout wastes shall not contact the ground, and the containment shall be designed so that it does not result in runoff from the washout operations or areas. Liquid and solid wastes shall be disposed of properly and in compliance with MPCA rules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. FINAL STABILIZATION Final Stabilization shall be considered established once the following requirements have been achieved: 1). All soil disturbing activities at the site have been completed and all soils are stabilized by a uniform perennial vegetative cover with a density of 70 percent of its expected final growth density over the entire pervious surface area, or other equivalent means necessary to prevent soil failure under erosive conditions. 2). The permanent storm water management system is constructed, and is operating as designed. Temporary or permanent sedimentation basins that are to be used as permanent water quality management basins have been cleaned of any accumulated sediment. All sediment has been removed from conveyance systems and ditches are stabilized with permanent cover. 3). All temporary synthetic and structural erosion prevention and sediment control BMPs have been removed from the project site BMPs designed to decompose on site may be left in place. ADDITIONAL COMMENTS The Contractor is solely responsible for the cleanup of any wetlands, rivers, streams, lakes, reservoirs, other waters of the State (as defined by the MPCA's General Storm Water Permit), ground or roadway surfaces or other property damaged by construction activity related to this project. Besides the NPDES permit (MPCA General Storm Water Permit), the Contractor shall also obtain all other necessary local government permits related to erosion and sediment control, if applicable (ie: Watershed Dist(ct, County Soil and Water Conservation District, MNDOT, etc.). This SWPPP is intended to provide a plan for addressing the erosion prevention and storm water management issues associated with this project. It is to be used in conjunction with the project plans, specifications, and the MPCA General Storm Water Permit. In addition to the SWPPP, the Owner, Contractor, and SWPPP Coordinator shall familiarize themselves with the actual requirements indicated in the MPCA General Storm Water Permit itself and are responsible for compliance with the permit's terms, requirements, and conditions. The Engineer can provide a copy of the permit upon request. SWPPP - NOTES (fl -0-0 - Q) (0c� O T O a " CO '- N CL (D o ��U co co 2 r- .0 Q>_ M (0 5 N 0_0 _0 o a 0) C� j �p N Z Z � O w O E o, N I Q as 0 0 (1) �__ O O Z d- U5 - O C O o D C c: � Z Y oC � LL :2 a U W 12 In W 2 U O O .N N 0 U � Q V) J U (D ; C) V) U N N GE 0- a� (D D J_ N a) Z N U U > :� C � vi U 0 - o aU Q NUMBER: N 16031 D_ 0- -�5 O N 1` a_ f p >, N r L. Q � E - CL Z }>, ( N " O N _ - G `-0 -0 - - 5 x J U O U X 0 N C � IL �E0) a _ Q w m` 0 T1 U V (0c� O W CO '- cc Z ��U co co 2 U) N M (0 5 Z 0 L.L w o a 0) C� j �p N Z Z Z w cc W O LL z �/ 0 O Q Vj� r n LLJ Z . 0 � Z v Q O c" I V) W � (D >_ 01 W LL :2 0) S Q W 12 N Z N-- E- 0 �^ vJ Q V) 0) J W J U N N GE 0- D,max D O W Z N U U U) vi PROJECT U Q NUMBER: Z 1 16031 D_ 0- U) N 1` a_ r L. N (D > LO OC Z O T, co `SZ N = O N 0 M vq:;v W � rMM Z O a_ O w 0 cn w W Z '- O O o O i- Z Z w U �EW ~- w / V > Z w O O c" co V) W � Z Z LL :2 Z C4oF6 V) W / V O I (/) O i- Z Z w U �EW ~- w / V > Z I U 0� O >- V) W U Z LL :2 Z rplo 12 LU � 0 Q V) W 0:� *_0 U LLI r- Z �-- O O Z N 2 U) vi PROJECT 0 NUMBER: Z 1 16031 D_ 0- a_ C4oF6 ° Y _j p J O 3 x¢cw) O O w O'.� N ° a MOIL > rz O ¢ "0 O wa J m x � W Q Qd W N H H !n 1NU)o _j p �_ W¢ OFa x¢cw) (0 aaW O'.� N ONam UMWw w (.0 0Z u J "0 O U M �ZO WZl-=m W Q Qd N La j- V�ma EUT z' ¢ JO pRro Z x N d Z W 0¢00 <. l J ¢�S.miZ— �WM 00 W 1 a Ld .E W Q o � c o 0- j EL L, L 0) +o I- 010 0 7 U U II II II I II 0 II 0 U U II II II II II I II II II N ry W_ ry ry Q M ry W J_ LL z w 0 w (n Q LL_ O Z O U 0_ 60 Z O U O Z Q H- z Li LLI U wZJ° N Q �_ W¢ >¢ px V) ~ (nx W W X LLI �a O °w >- LLI ¢IL' w U t �c ?O ~_ "0 O 0] z 0z LUZ QUQO wV Ln QX O z O F- F-a Z W = 3 O J W o 0 M Zw LL, S pp' W m �= LLJ m a- 0 O.I Z = ; c I �J ¢ J UO Xg Z� w �� N w O mow U_ m o o} ¢W WU a O w w 0 J w�cw_?HE Z 0¢ m D_Q J > ti (Q~Qnw W ¢ w _ W wZ ¢ ¢ W U_ J N ¢Oan?Q ° II NF- O a HW wm F- ¢° mw as wD v) uj II II ZZZp ¢M OJ U) w< Z J ¢ mZ 02 �¢ Om II a oo zw ¢Q °J z¢ wV) T- U) U) J �a Ir ¢° � II a QUj _2 � O �w�m N 3 I: ca FS w W w F ow O 0 �¢ OU z °QZa Q F p O z J O¢ w � zW w Wz Z U 0'a 6 II o UJ UJ S= a' W �w IwyU LL U p( I I �¢Z] UQV) �~ �m U }°JW FLd Q fn <In< ww ar �w �n �° } <t ii 0 II 0 U U II II II II II I II II II N ry W_ ry ry Q M ry W J_ LL z w 0 w (n Q LL_ O Z O U 0_ 60 Z O U O Z Q H- z Li LLI U wZJ° N Q �_ W¢ >¢ px V) ~ (nx W W �� 0(n �a O °w >- LLI ¢IL' w U t �c ?O ~_ "0 O 0] N mdx wW LUZ QUQO wV Ln QX O z O F- F-a Z W W W ¢ 3 -0m(n 0 W M Zw LL, S pp' W m �= (n d w JQ¢ Ua ww �J ¢w L) � 3 Z� N w O M U_ Ld a O C m U) 75W 0 J w�cw_?HE Z 0¢ m D_Q > w �Q ZD Em O ~ Nw 0 W U_ J N ¢Oan?Q ° p� W S of U z� 0 O CL I- z as wD v) uj J m, W d N 0 a- � d M Z J ¢ mZ 02 �¢ Om °� jX wN 0_ W wZ LWiw T- U) U) o Ir ¢° � Ina nm U VOA zc) O �w�m N Uj > ° _ a. o II v N W cnLj 0 �¢ OU °¢ W o v De LLI _ NQp° 0'a J 4 S U z� c > ' J O W O U ¢ a _ ~ W °� H° W LLI N W w° W U }°JW FLd Q mZ �m ww �� U° 0 II 0 U U II II II II II I II II II N ry W_ ry ry Q M ry W J_ LL z w 0 w (n Q LL_ O Z O U 0_ 60 Z O U O Z Q H- z Li LLI U Standard Plate Library City of Monticello I y Gravel pad(s) MnDOT Class CA -15 or CA -25 Riprap Title: Residential Building Erosion Control Date: 03 -05 Plate No. Revised: 03-15 6 0 0 6 Geotextile fcU SECTION B -B (not to scale) Original grade -- �l plates NOTES: Chonnelize runoff to sediment trapping device I Q Q CD LLI Q z i< W Match Existing Grade JLI, I IUIN A -A (not to scale) Sediment Trapping Device Original grade 5U min. or Right of Way PLAN Standard Plate Library Cit y of Monticello I 0 E E 0 :z o C CT O Title: Commercial Gravel Construction Entrance )ate: 06 -14 Plate No. Revised: 03-15 6 0 0 2 PLAN WIMCO ROAD DRAIN CG -23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL OR CITY APPROVED EQUAL. * FOR THE NEW R- 3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. OVERFLOW Standard Plate Library City of Monticello OF dEIGHT DEFLECTOR PLATE OVERFLOW IS %2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY CURB FILTER ASSEMBLY T DIAMETER, 6" ON -GRADE 10" AT LOW POINT HIGH -FLOW FABRIC Title: Inlet Protection Catch Basin Insert Date: Plate No. 03 -07 Revised: 03-15 6 0 0 4 OVERFLOW SLOT IN SHROUD Standard Plate Library City of Monticello NG NU I TACHMENT HOOK .T FABRIC SLEEVE R MnDOT SPECIAL OVISION 3886 SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 ...... Inlet Protection Grate Inlet Cover Date: Plate No. 03 -07 Revised: 6005 03-15 (n W I O Q U (n Li F_ z O IL O w J m O \. wMzj ° op z a �� 0(n �a O °w >- O O II t �c ?O aQ e a Q 0] V)pQa z G° aim vW)° am wV Ln QX O z O F- � K U_ U LLI O ¢ ¢-� f000 M (n N 0)0 J X X (n d CJ W JQ¢ f N M 100) -W � III W J V) M U_ ° Q � Z In (0000 O po InID. 0 i - 00 a w L J 0 a , � I .~.. U -- 00 2 a _- ¢ w w � � OF.zw F_V1— rnIn w0400M O OW LL W I I II CaL z Qr g w ° z Li I- z wa1j N �?w° W d N 0 G � d M j > > in dz F¢m wZ LWiw T- U) U) - N M M T 3 I 3 0_ U VOA zc) O �w�m N Uj > ° o II v N to II Z10j LLI W j X V)W0 d O W U J<n }} Z N r Z X De LLI oZ 2 ° F p U K w < N W U }°JW U U) 10 U° �° } <t t0 oO� W 0 Q 0010 00 04 00000 CALL w ¢ ¢ O (n a LC A TO GOPHER STATE ONE (454 -0002) 01000 10 NOD H (~n 5 (xn m o w 0 IS REQUIRED A MINIMUM OF 48 HOURS Nib Uri l�Oi�Ni 1��10 CK MOi PRIOR TO PERFORMING ANY EXCAVATION. Standard Plate Library City of Monticello I y Gravel pad(s) MnDOT Class CA -15 or CA -25 Riprap Title: Residential Building Erosion Control Date: 03 -05 Plate No. Revised: 03-15 6 0 0 6 Geotextile fcU SECTION B -B (not to scale) Original grade -- �l plates NOTES: Chonnelize runoff to sediment trapping device I Q Q CD LLI Q z i< W Match Existing Grade JLI, I IUIN A -A (not to scale) Sediment Trapping Device Original grade 5U min. or Right of Way PLAN Standard Plate Library Cit y of Monticello I 0 E E 0 :z o C CT O Title: Commercial Gravel Construction Entrance )ate: 06 -14 Plate No. Revised: 03-15 6 0 0 2 PLAN WIMCO ROAD DRAIN CG -23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL OR CITY APPROVED EQUAL. * FOR THE NEW R- 3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. OVERFLOW Standard Plate Library City of Monticello OF dEIGHT DEFLECTOR PLATE OVERFLOW IS %2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY CURB FILTER ASSEMBLY T DIAMETER, 6" ON -GRADE 10" AT LOW POINT HIGH -FLOW FABRIC Title: Inlet Protection Catch Basin Insert Date: Plate No. 03 -07 Revised: 03-15 6 0 0 4 OVERFLOW SLOT IN SHROUD Standard Plate Library City of Monticello NG NU I TACHMENT HOOK .T FABRIC SLEEVE R MnDOT SPECIAL OVISION 3886 SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 ...... Inlet Protection Grate Inlet Cover Date: Plate No. 03 -07 Revised: 6005 03-15 (n W I O Q U (n Li F_ z O IL O w J m '04 Ld I I I ZO ° W O )O �Oo � 0 J °a 001 m O O 0 F_ t �c ?O aQ e a Q 0] x Z "'°°N m wV Ln QX O z O F- � K 0 IX U LLI O ¢ ¢-� f000 M (n N 0)0 J X X o CJ sr, M 0,� w/ O cO UA f/ '04 Ld I I I ZO ° W O Z Ln� 7i O 0 J °a 0 m<w 0 F_ Q Q z Z "'°°N EL wV Ln QX d LL ~ � K U4 Ld a Z~ O ¢ ¢-� f000 0 0 N W Z Y U x w (n N Z Z-ng 0 a Oz a° Of 0 z U NN �w z° W W Mm w D_ J , I w3 a Lal 0 Z Title: Standard Plate Library Riprap Detail City of Monticello Date: 03 -05 Plate No. Revised: 4009 03 -15 0.7 STAPLES PER SQ. YD. 4:1 SLOPES 1.15 STAPLES PER SO. YD. 31 SLOPES of Leo � • • 3.75 STAPLES PER SO. YD. HIGH FLOW CHANNEL & SHORELINE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2 " -5" (5cm- 12.5cm) OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET_ 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.51m) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH. NOTE: "IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. Standard Plate Library City of Monticello O Title: Erosion Control Blanket Stapling Patterns & Installation Date: 03 -08 Plate No. Revised: 6011 03-15 SWPPP - DETAILS T � � O Q U N O 370 O I o E C3 QO �} O U5 0� Y 0� U :7-C) W 2 o U N'j GL L N 'n J N N Q % O N O �N N N r � � > t p >' N Q E } `Z G }7C) -0 J W O �Q) (D W 0 U 11 0 I1 0 0 Z L.L z G J Ill N M O z N U J LU 10 IL O - C14 _ X 1n X X c 0 O 0 m � �./ O Z U 0 0 0 F_ Z Z Q Wa) Z "'°°N wV d LL Z OLd U4 Ld a M Of 1� 1016 f000 O)� J°OC N 0)0 V' o CJ sr, M 0,� z I w cO UA 07 0) N 100) -W � III W J V) M co aa r LO U O o In (0000 O po InID. 0 i - 00 a w L J 0 a , � Q I -- 00 2 a _- ¢ 44 w L w o rnIn w0400M O OW LL W r CO CaL z Qr g w ° z Li U Q QU z W d N 0 G � d M j > > in U Fe U w_ T- U) U) - N M M M 10 p 0_ U N @ J Z = Uj > ° to II 0 X De LLI oZ O Q 0 X Of N W U U ° U° Q } <t t0 oO� W 0 Q 0010 00 04 00000 (n a LC }ODN 01000 10 NOD 104 o w 0 �aa N Q d Nib Uri l�Oi�Ni 1��10 CK MOi d)N I" `1'aa N°W 1� N'.. 0 N W Z Y U x w (n N Z Z-ng 0 a Oz a° Of 0 z U NN �w z° W W Mm w D_ J , I w3 a Lal 0 Z Title: Standard Plate Library Riprap Detail City of Monticello Date: 03 -05 Plate No. Revised: 4009 03 -15 0.7 STAPLES PER SQ. YD. 4:1 SLOPES 1.15 STAPLES PER SO. YD. 31 SLOPES of Leo � • • 3.75 STAPLES PER SO. YD. HIGH FLOW CHANNEL & SHORELINE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2 " -5" (5cm- 12.5cm) OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET_ 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.51m) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH. NOTE: "IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. Standard Plate Library City of Monticello O Title: Erosion Control Blanket Stapling Patterns & Installation Date: 03 -08 Plate No. Revised: 6011 03-15 SWPPP - DETAILS T � � O Q U N O 370 O I o E C3 QO �} O U5 0� Y 0� U :7-C) W 2 o U N'j GL L N 'n J N N Q % O N O �N N N r � � > t p >' N Q E } `Z G }7C) -0 J W O �Q) (D W 0 U 11 0 I1 0 0 Z L.L z G J Ill N M O z N U J LU 10 IL O - C14 _ X 1n X X c 0 O 0 m � �./ O Z U 0 c;� Mco> 0 F_ Z Z n Wa) Z "'°°N wV d LL Z OLd }r M Of 1� 1016 f000 O)� a0 10 0)0 V' N W (V d OH }O) cO UA 07 0) N 00 100) 00N 1010 J Nd W Z J O• -NNMd' co PROJECT In (0000 O po InID. -�NtO I 16031 � - � wZJ M C 44 w 0 rnIn w0400M M r CO > ° z Li U z N N IM M j > > in °< L, U T- U) U) - N M M M 10 II U to II 0 Z U° Q } <t t0 oO� N O N10m 0010 00 04 00000 (n ° F ¢ }ODN 01000 10 NOD 104 0000 �aa N Q d Nib Uri l�Oi�Ni 1��10 �(O MOi d)N I" `1'aa N°W Uri U Oi M I" N tD�� NMMIn M 000 101"1,0) M CA F- Z Li.l r - j W r W V) J Q ! II J - - w Z Y M O � I1N0010 � N N M O(0 u7 N. 10 M -O) 0, 00 NI�OM N1 W M '-t I" - - I-j W Z J Y N100f fON O) Of O�.-� 100010 > N ° L� U �- N N (� > N ° li U N N N M Lil O U) II (n II g o g o UO O U° H¢ �NM �(00)M O)N� �I-fO eY 4010 HQ }mot 0) 00 N<F 001,0)O)N 00 -10M �wa c,4 n,* n(D 000)M 416 MI, N1 004 V) W a O<Y100i M 10 W Ii1 00 NNOR M O) °- U NNMM�0 L.N NNM in 1n 1n 1"00 Q O w 7: m ina gw }��OOM O)�� n00�rn n nmoa0 0a0 W %00�� 600 M 1T 10 N 00007(ON w z J O r � � N N M't 0 w W 0) - M 10 O N O n W Z J O � N� In w a0 m- 10 - N 4 0 1� °zI�U - NN = °zmU •- NNNM)M) U Q O II N II Ln U° S a ind 01 10 10 00 0)M 01000 x000. -010 i0d (000 0101000M V: 100MM<Y W O_ O N NM�01000rM 100gM 1�. -010 W a OM100D .-M t[i O)MN M t0)� C °� U �NNM.41 °� U �NMd'd d c01- a- Z d a z W ° ZN1n 00 ANN 1,010N00 N1") d-O 1010 CONDO (O I�000) a 00 a ?M�1(1 Um0 wI" W O NM 100 p a- N a 0 0 N W Z Y U x w (n N Z Z-ng 0 a Oz a° Of 0 z U NN �w z° W W Mm w D_ J , I w3 a Lal 0 Z Title: Standard Plate Library Riprap Detail City of Monticello Date: 03 -05 Plate No. Revised: 4009 03 -15 0.7 STAPLES PER SQ. YD. 4:1 SLOPES 1.15 STAPLES PER SO. YD. 31 SLOPES of Leo � • • 3.75 STAPLES PER SO. YD. HIGH FLOW CHANNEL & SHORELINE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2 " -5" (5cm- 12.5cm) OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET_ 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.51m) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH. NOTE: "IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. Standard Plate Library City of Monticello O Title: Erosion Control Blanket Stapling Patterns & Installation Date: 03 -08 Plate No. Revised: 6011 03-15 SWPPP - DETAILS T � � O Q U N O 370 O I o E C3 QO �} O U5 0� Y 0� U :7-C) W 2 o U N'j GL L N 'n J N N Q % O N O �N N N r � � > t p >' N Q E } `Z G }7C) -0 J W O �Q) (D W 0 U 11 0 I1 0 0 Z L.L z G J Ill N M O z N U J LU 10 IL O - C14 _ X 1n X X c 0 O 0 m � �./ O Z U 0 c;� Mco> 0 F_ Z Z n Wa) Z "'°°N wV d LL Z UE U) / (D LU Uj O U 0 F N Z '�' I Q W N W 0' W N C co 0) Z N — J a) N co PROJECT O U N I 16031 U > Q U) r` r CO C5 of 6 LO z O co :3 N = 0 Cj) T- U) U) z O U LL] 0 cn w Z F- 0 D wO N M � z 0 c� LJJ Z L 0 J J w Z d cn W , 0 0 J (/) 0 F_ Z Z = W W � W 0 > Z 0 U Uj LL '�' I Q W W �- O 0) Z N — 3 co PROJECT 2 NUMBER: I 16031 C5 of 6 0 c� LJJ Z L 0 J J w Z d (D 7U -0 T (1) O C Q /� p�n� �p pp pp � N C3 7C) ,U U§TV!lVUO�VOVs D N Q C N D ° ptilRKMO LOT \SPA, o O 3 O o• 15\ o� N TO w .. N � o� c o RIP RAP �} z o 955 PERIMETER SILT O CLASS VERLYING TYPE 4 CATEGORY 3 FENCE (TYP) GEOTEXTILE FABRIC INSTALL CATCH 9 BLANKET TYP a U O O o 54 (TYP) n NTROL BASIN PROTECTION w - C O C9 U O 0 c � i ONE OM cq �o��lid� U QU O LLa 1r N N INSTALL CULVERT FILTER LOG I �'- _ D�ooD /ran �q TI N (TYP) O LET PROTEC OI�V�I� I OWN Q w CATEGO Y 3 c o cz_ � � � o EROSION AET (TYP OL �� q5� d�j G U U x TEMPORARY RO K ( CATEGORY 3 CLASS III RIP RAP J CONSTRUCTION 954 EROSION CONT OVERLYING TYPE 4 W O X ENTRANCE BLANKET (TYP) GEOTEXTILE FABRIC a N 0 O O 00 0000 00 0000 CLASS III RIP RAP z O 0 0 0 0 OVERLYING TYPE 4 O CATEGORY 3 GEOTEXTILE FABRIC � . 6 U � 0 ) O E EROSION CONTR L (D 00 U BLANKET (TYP) CATEGORY 3 6 C; N \ J \1 7 EROSION CONTROL co co BLANKET (TYP) I W cy) (0 5 z oa0) 0 w M CC) N INSTALL CULVERT LL INLET PROTECTION INSTALL CATCH U I z'^ N O BASIN PROTECTION r�� U) U V O Q z 7C3 a o C PERIMETER SILT % D Q W N FENCE (TYP) ° / N N C O o x PERIMETER SILT VJ I J N FENCE (TYP) w J *—N' 0x L U o w cn c 3: CATEGORY 3 EROSION CONTROL BLANKET (TYP) gg rn � q5 C ! r r N M pV ^n oC z � 0 'Lu I PERIMETER SILT PAVEMENT 998 FENCE (TYP) OLITION 0 N O a LIMITS „ W — 00 n �co ' T V �/J VJ o °= Q O 0 PAVEMENT DEMOLITION m LIMITS (TYP) SHED' I d D �Invlo 0� Cap U �, Lu L� §N FLOOR ° 9�� 13 � z O O U w 0 � I p DO � w z O o T -BUR S -G- 5: G - G G s .d LU N M 't i � m P -BUR P -BUR P B& P- ane _ I I Wm LL TRUCK SCALE �- _ = W F— Lij n a V o V a J O Urpo-O O U z a 7 /Y Q W u O Q Lu u Lu z O O ? N � PROJECT SWPPP - PLAN VIEW NUMBER: 1031 N SCALE: V=30' 0 30 60 120 C6 of 6 (D -o -0 T (1) p C Q N ,U C3 BITUMINOUS POND N C ° C3 � PARKING LO T o o E Qo cl) TOP O POND � o = � o SCREENING c } Z FENCE (TYP) Y O U oo-6 0 SCREENING w L= O Q J FENCE (TYP) . N 777=- . . e . 777--. ... . e . . . . W .. y . y . W . a e W . W . W 777 y . W W W W . . . . . . . . . . CL -c O M �. .. .W. .W. .W .W .W .WWy.W.y. . .. .W. .W. .W. .W. %%%%%%. W. .W.W. .W W W .`. .'. .' .W. .W. .y.Wy .W.`.W. .`.`W. . .. .`. .W (� CL o W. . . . W ItyFiLJRQTI fy �a W. .W. . .. °.`.`..`. .. . ..'. .W G�Op .. .•. °.-.•...-.-.�.....W....W.... �-W` -�' '�`- ..... W.W.W..W.W.W.y.W...•.-.•.-. °.-. .... ..`.W.`.`.`.`.W ..............y. I -~ E N u-j 10 GRASS /LAV�N Q c } (1) DN Iy .. .. . . . .. .. .. . . . . .. . .. .`. . . . .. .. . . .. .. .. . .. . .. .. . .. . .. . . .. . .. . . . . . . . . .W. L L .`. G z_ i�� o (1) AB W W NOTE: THIS PLAN HAS BEEN PREPARED FOR THE PURPOSES J > > u OF THE SITE PLAN APPROVAL PROCESS. FOR SPECIFIC w o o "' x �' LANDSCAPING METHODS, DETAILS, AND SPECIFICATIONS o '.' I A LANDSCAPE PROFESSIONAL SHOULD BE CONTACTED w > o —_Q Lu m D I I I° z 0 U (o O 0 . . .`. . '. .. . . . . .. . . .`. a .. GRASS�LAVJN ..`. . . . I d c p O T- . p I. . .. .. .W.. . .W., AREAWW ..`. W I � M co 2 LL (1) DN .W. .W. .W. W. .4 .. .W. .W. . . W z Moo N GRASS /LAWN . . ±, fr W 0_ ILL z� p� AREA ^ N 11) AB (1) DN I LL O LL . °� - - - - • W - - - Top p0N%D SCREENING � W � x o . . . . FENCE (TYP) z W GRASS LAWN (1) DN I O .� . ...... `N` c AREA V J � a w J " . EXISTING U (1) AB . W TREES T N (1) DN V! ..��• fN co T? �0 d GRASS /LAW N � N AREA a 0 (1) AB e SHED LL I a 0 m °Op tt %�A �� FIN FLOOR= 95713 Z OM Q I IL w � m m a� a� � F P OF POND V) Lu Ib o 0 o T -BUR STEELI FENCE G G G m G- G G � O N M J F e`d �a�s ane / P -BUR P -BUR P B P- e-ail m TRUCK SCALE E P a 0 J 0 _ = w a o Lu F— Lij V a o J O U 0 U z a o L^ -I- /I Z I..L Q W u 0 Q �/ I Lu u7 Lu L O 0 ? N � 3 PROJECT NUMBER: LANDSCAPE PLAN 16031 N 0 U SCALE: J 1 " =30' 0 30 60 120 CL1 of 1 LANDSCAPING SCHEDULE TREES SYMBOL QTY. KEY COMMON NAME BOTANICAL NAME SIZE REMARKS �� 5 AB AUTUMN BLAZE MAPLE ACER FREMANII 'AUTUMN BLAZE' 2.5" B &B STRAIGHT TRUNK NO V- CROTCH :5] STRAIGHT TRUNK ��jj// DN ADEBORAH NORWAY MAPLE ACER PLATANOIDES 2.5" B &B NO V- CROTCH BUILDINGA LEGACY. Meet WeatherXL, the bigger, bolder version of Valspar's flagship SMP, WeatherX. This cutting -edge new formulation, recognized for its durability, offers even stronger protection against weathering than its predecessor and is capable of enduring extreme conditions. WeatherXL acts as a shield against chalking and fading while preserving its brilliant color and gloss to keep your design striking, year after year. When you need your design to last, WeatherXL provides first -class resistance to scratching and weathering. This enhanced silicone polyester resin system delivers maximum hardness. 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Aluminum: 1.5x metal thickness inch - pounds, no loss of adhesion. Humidity Resistance 100% RH 1,000 Hours ASTM D 2247 Galvalume or HDG: No field blisters 100% RH 2,000 Hours ASTM D 2247 Aluminum: No field blisters South Florida Exposure Color: No more than 51S Hunter units at 900 vertical angle and 1© E nonvertical at 30 yrs ASTM D 2244 Chalk: Rating no less than 8 at 901 angle and 6 at nonvertical angle at 30 yrs ASTM D 6591 Film Integrity: 45 years, no cracking, flaking and peeling Water Immersion 100° F 168 Hours ASTM D 870 No field blisters with minimal color change Abrasion Resistance: ASTM D 968 Total sand = 35 +/- 5liters APPLICATION CHARACTERISTICS !Application Method Reverse roll coat. Two coat SMP Resin System S.erbstratel Aluminum, HDG or Galvalume* Peak Metal Temperature 4201 to 450° F (1) All substrates must be properly pretreated. (2) American Society for Testing and Materials (3) WeatherXL'"' is not designed to bridge cracks in the substrate. (4) Varies by color. 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July 28, 2016 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: IRT Site Improvements City Project No. 2016 -038 WS13 Project No. 02596 -280 Dear Ms. Schumann: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763 -541 -4800 Fax: 763 -541 -1700 We have reviewed the preliminary civil plans dated June 30, 2016 and the stormwater calculations dated July 25, 2016, as prepared by Schultz Engineering & Site Design and offer the following preliminary comments. General Comments 1. A title sheet should be provided with location map of the site, sheet index and property owner name and address for the both the 9696 Fallon Avenue and 219 Dundas Road sites. 2. A certificate of survey for both sites shall be provided. 3. An overall plan sheet shall be provided showing how trucks and customers will circulate within and between the two sites. Signage shall be shown on this plan sheet. It is our understanding trucks and vehicles will enter from the northerly access point to the Fallon Avenue site and exit from the southerly access either to Fallon Avenue or to the Dundas Road site. Truck turning templates shall be provided as well for these circulation patterns. CS1 Site Plan 4. The applicant is making an improvement to the truck circulation issue where currently trucks are queuing along Dundas Road to enter the Fallon Avenue site as described in the planning report. The proposed plan includes removing the existing northerly access to the Fallon Avenue site and relocating it to the north property to improve circulation. Two Equal Opportunity Employer wsbeng.com K:\ 02596- 280\Admin \DOGS \LTR -a- humann -IRT 072816.docx July 28, 2016 Page 2 access points are being proposed with the Fallon Avenue site. It is expected that these access points will align with the future improvements and access to the Dundas Road site. A maximum of two access points with the proposed access spacing is reasonable to provide circulation to these sites, while considering that with the constriction of the Fallon Avenue overpass, traffic volumes will increase. In the future Fallon Avenue will likely be widened and improved with curb and gutter and turn lanes to accommodate future traffic volumes. 5. It is preferred that pavement be placed on the current and proposed aggregate areas of both sites to prevent tracking on City streets, reduce dust and manage stormwater. Currently, aggregate is being tracked onto Fallon Avenue, which requires Public Works to sweep the streets more frequently than routine maintenance. It was discussed with the applicant that an improved alternative aggregate material be placed on the sites to reduce tracking and dust in the interim. 6. The width of the southerly access on the Fallon Avenue site shall be shown on the plans. 7. The existing sanitary sewer and watermain that extend along the Fallon Avenue boulevard and ditch shall be shown on the plans. 8. The plans should reference and be in compliance with the most recent City of Monticello General Specifications and Standard Detail Plates for Street and Utility Construction located on the City's website- Engineering department. C3 Grading Plan 9. Percent grades should be labeled for the parking lot and driveways. 10. Show the existing drainage and utility easements around the site and adjacent pond to the east. 11. Existing contours shall be shown with a dashed line type. 12. An as -built of the grading plan for the infiltration basin shall be provided once construction is complete. C6 SWPPP Plan 13. Include a standard detail for culvert inlet protection. 14. Add a temporary stabilization option. 15. Ditch/swales and infiltration areas shall include blanket stabilization in a temporary state if final stabilization cannot be reached. K:\ 02596- 280\Admin \Docs \LTR -a- humann -IRT 072816.docx July 28, 2016 Page 3 16. Provide perimeter control around the infiltration basin to prevent equipment from tracking into the area after grading. 17. Provide perimeter control around riprap area at the outlet of the 18 -inch outlet pipe from the infiltration basin. 18. Identify stockpile areas with BMP measures. 19. Provide temporary /permanent stabilization near the northwest corner of the parking area, just upstream of the grass swale. 20. Add a callout for J -hook silt fence Stormwater Management The site drains to the adjacent regional pond to the east, however an onsite infiltration basin is required in order to meet volume control requirements, since the site is creating more than 1 acre of impervious surface. WSB added the adjacent regional pond to the HydroCAD model submitted by Schultz Engineering in order to determine if the regional basin has sufficient capacity. Results of the model indicated that the proposed 18 -inch pipe from the site to the regional pond will back up during large storm events with a resulting HWL for the proposed onsite infiltration basin to be 952.91 feet. This does not appear to be an issue for the proposed project or adjacent structures, but should be noted on the plan set and in the stormwater report. Rate control is managed through this pond and meets City standards, therefore no further action is required for rate control. Routine maintenance of the proposed infiltration basin is important to ensure the basin achieves volume reduction. In addition, the plan set indicates that infiltration testing will be completed after the site is stabilized. Typically infiltration testing is conducted prior to approving the proposed stormwater management. If the infiltration tests indicate an infiltration rate lower than 0.8 in/hr, modifications to the basin will be required. If during construction groundwater is observed at less than 3 feet from the bottom of the basin, the infiltration basin is not allowed per MPCA guidelines. It's recommended that the Minnesota Stormwater Manual be referenced for finalizing the infiltration basin design and infiltration testing procedures. A separate stormwater maintenance agreement for the infiltration basin will be provided for the applicant to sign, which will be recorded with the County. MPCA Industrial Stormwater Permit The applicant has an MPCA industrial stormwater permit for the 9696 Fallon Avenue and 219 Dundas Road sites. These permits are required based on the facilities uses or classifications. The applicant has a permit based on SIC code 5093- Scrap Recycling and Waste Recycling Facilities. Upon request, the applicant provided their Stormwater Pollution Prevention Plan (SWPPP) associated with these permits along with their facility inspection reports and monitoring and testing information. The main purpose of the applicant's SWPPP is to implement K:\ 02596- 280\Admin \Docs \LTR -a- schumann- IRT 072816.docx July 28, 2016 Page 4 best management practices for the sites to eliminate or reduce contact or exposure of pollutants to stormwater or remove pollutants from stormwater prior to discharge from the facility. These documents were requested by the City to ensure compliance with the City's Illicit Discharge Ordinance, which regulates non -storm water discharges (which is defined as any discharge to the storm drain system that is not composed entirely of storm water) to the City's drainage system. City staff reviewed these documents as part of our plan review process and understands the following: • IRT monitors and samples for storm water runoff quarterly as required by the MPCA permit at two locations. • One location is at the northeast corner of the Fallon Avenue facility adjacent to the stormwater pond. The second location is on the Dundas Road site, north near the adjacent ditch. • The applicant provided their monitoring report from April to June, 2016 which shows elevated levels than the benchmark level that the MPCA sets for certain metals. • Based on the applicant's SWPPP, four samples are taken per year and an average is utilized to determine the facilities discharge concentration. • The MPCA is the regulatory authority that reviews the applicants testing reports, other reporting information and reviews the applicant's corrective action plan. As a result, it is recommended that the applicant provide the City will all documentation and correspondence they have with the MPCA for their industrial stormwater permit to ensure compliance with the permit per the City's Illicit Discharge Ordinance. Drinking Water Supply Management Area (DWSMA) The Dundas Road site is located to the low and moderate vulnerability in the City's DWSMA. The low and moderate vulnerability is partially the result of the semi - contiguous clay layer. This clay layer reduces the ability of water to infiltrate to the City's water supply aquifer. The City's wellhead protect plan indicates that groundwater flows to the northeast toward the Mississippi River. The groundwater flow is down gradient of the City's wells and the subject sites and thus unlikely to be affected by potential contamination. However, increases in pumping may have an impact of the groundwater flow direction. Therefore, the City should continue to monitor their wells and take samples as required. Please have the applicant provide a written response addressing the numbered comments above. Final plans will need to be submitted, reviewed, and approved prior to grading and building permit approval. Please give me a call at 763 - 271 -3236 if you have any questions or comments regarding this letter. Thank you. K:\ 02596- 280\Admin \DOGS \LTR -a- humann -IRT 072816.docx July 28, 2016 Page 5 Sincerely, WSB & Associates, Inc. / t ss06IL- Shibani K. Bisson, PE City Engineer cc: Steve Grittman, NAC skb K:\ 02596- 280\Admin \Docs \LTR -a- humann -IRT 072816.docx Angela Schumann From: Demeules, Bill < Sent: Wednesday, August 17, 2016 10:18 Any To: Angela Schumann Subject: Recycling and Salvage Center Use Standards Attachments: MPCA Guidance.pdf Angela, I have some concerns with the proposed amendments contained in Ordinance No. 652. My concerns are not with IRT or the way they are conducting their business, but the potential impact that future Recycling and Salvage Centers would have in Monticello. The current Zoning Ordinance relating to Recycling and Salvage Centers is consistent with best management practices and MPCA guidance which I have attached. The current Zoning Ordinance is a very thorough, well researched, and balances the needs of the all property owners, the City, and County, State, and Federal regulations. The Zoning Ordinance has the difficult task balancing the needs of the Resident /Business and protecting them at the same time. The Recycling and Salvage Center standard (5.2(G)(12) is more restrictive because this usage has the potential to create negative impacts on adjacent properties, City infrastructure, and Water Management plans. I believe that any Ordinances should be reviewed when a Resident /Business feels they are not meeting their current needs, but amendments should carefully consider these current needs and future impacts and protections. I am opposed to the following proposed amendments in Ordinance NO.652; Section 5.2 (G)(12) (c) Section 5.2 (G)(12) (e) Section 5.2 (G)(12) (g) Thank You, Bill Demeules This guidance is not a regulatory document and should be considered only informational and supplementary to the MPCA permits (such as the construction storm water general permit or MS4 permit) and local regulations. 7.50 Material Storage: GENERAL REQUIREMENT DESCRIPTION Stockpiles are stores of material for subsequent uses, not for further disposal. They may be raw materials, containerized storage, or recycling and parts stockpiles. These materials often generate wastes through contact with storm water, wind erosion or releases, such as leaks and spills. SITE MANAGEMENT Cover Inventories of materials should be managed so that needed materials can be stored in covered buildings. Tarps or other covers may be appropriate for large stockpiles and temporary storage areas. Pads Pads placed under material piles should be impervious. They prevent infiltration to the ground water and allow the storm water to run off the material pile and be collected for treatment. Since material -pile runoff can be very acidic or corrosive, a material must be chosen that is impervious to the discharge. Concrete can crack, resulting in infiltration. Also, concrete will not hold up under exposure to acidic runoff. Asphalt can also crack, resulting in infiltration to the ground water. There may also be some contaminants associated with stormwater runoff from asphalt that are of a water - quality concern. Compacted clay pads are recommended, but are expensive. The clay should be 3 ft thick. A pervious base, such as gravel, will allow the water to infiltrate to some extent and will help control sediment loss. Runoff and leachate from storage yards should be sampled to determine whether they should be allowed to infiltrate the gravel (i. e., that they will not pollute ground water). The pad should be sloped to facilitate runoff to the proper areas, such as detention basins, when such treatment is required. Berms Berming is a practice that can prevent uncontaminated storm water from washing across the exposed stockpile and becoming contaminated. It also can keep storm water from carrying particulates off the site. The topography of each site should be evaluated for direction of surface flow. Impermeable berms can be used to route surface flows away from stockpiles, which should be on high ground so that surface water flows away from them. March 2000 7.50 -1 Chapter 7 This guidance is not a regulatory document and should be considered only informational and supplementary to the MPCA permits (such as the construction storm water general permit or MS4 permit) and local regulations. A berm around the yard or storage area can keep off -site flows from the storage site and also help to slow down and capture yard runoff. Storage areas can be bermed on all sides with a ramp for truck and equipment access. If soil is used for the berm, it should be covered in vegetation to keep it intact and prevent erosion from the berm itself. Vegetative Buffer Strips Strips or areas of vegetation around the storage yards can also be used to control water entering or leaving the site. A vegetative strip will slow down water flowing from the site and can capture some of the sediment. Sediment controls in the yard, such as gravel, should also be used, as most vegetative strips will not be able to handle large sediment loads. Do not allow material storage or traffic through the buffer strips; the soil compaction may be detrimental to the health of the vegetation in the strip. Source Area Controls Many of the pollutants associated with storage facilities can be controlled with source area controls. Sediment and debris control can reduce total suspended solids, biological oxygen demand, chemical oxygen demand, floatables and the pollutants associated with wood chips, bark, sawdust and other natural materials. Control of processing material can eliminate most of the stormwater pollutants associated with these materials. Many processing facilities retain all products and collected waste inside a building. The products and waste can then be loaded directly onto a truck for sale or use at the plant for fuel or other purposes. If other chemicals, such as petroleum products or insecticides, are used at the site, special treatment may be required. Infiltration of storage area leachate should not be allowed until it has been determined that a discharge of this leachate to the ground water will not violate ground water standards. Reduce Amount of Material Stored at the Site. Source - reduction options include reducing the amount of material used and stored at the site. This should be given consideration in the facility pollution- prevention plan. When adding to a pile, compact it and keep it as confined as possible. This will reduce the amount of material that comes in contact with storm water and reduce the potential for contaminants to be dissolved or dislodged and washed into a nearby water body. The following actions will help keep the pile intact: • Keep only one pile on site if possible. • Sites may be combined or moved to a more suitable location to reduce management needs. • Each site where materials are stored should be evaluated for need. Chapter 7 7.50 -2 March 2000 This guidance is not a regulatory document and should be considered only informational and supplementary to the MPCA permits (such as the construction storm water general permit or M54 permit) and local regulations. HOUSEKEEPING Sediment Control in the Yard Regularly sweep the area back onto the pile to pick up any spillage and dust generated during loading and unloading. Spray piles and roads as needed to suppress dust; however, do not spray to the extent that runoff from the site is created. The addition of 0.01 inch of water, either as rain or spray, will usually produce a dust -free condition. The storage area should be paved to prevent sediment from being discharged and tracked off the storage yard. Collection of Debris and Yard Material As materials are removed from the storage area for processing, the areas on which they were stored should be cleaned. Loose material should be picked up. If there is a significant amount of soil mixed with debris, the material may be composted. A state permit may be required for the compost pile. The compost pile should be constructed and operated to avoid ground water and surface water contamination. It can be placed on a pad, with runoff collected and sprayed back onto it. The compost can be used for landscaping operations. LOADING AND UNLOADING CONCERNS A great deal of dust and spillage can take place when materials are bagged, conveyed or loaded. The following practices should be considered when materials are processed or loaded: • Many materials should be handled indoors so dust may be contained. After handling operations, the dust should be swept up and disposed. • If dust is generated when a truck is loaded a chute or boom should be used to place the materials in the truck and the truck should then be tarped. The area should be swept after the truck is loaded. Much dust and spillage can occur as material is unloaded onto a pile and subsequently loaded onto vehicles for shipment off site. The following practices should be followed when material is being moved: • If dust is being generated during loading, unloading or transfer, the material should be sprayed to control the dust. Many facilities must do this as a requirement of their air permit. Spray should be controlled to avoid creating runoff from the site. • Spillage into a water body during loading and unloading must be prevented. The use of covered chutes or booms should be considered to prevent spillage. • Uncovered storage piles should be evaluated for dust - control needs. Blowing material can be an irritant to neighbors and may damage vegetation near the site. March 2000 7.50 -3 Chapter 7 This guidance is not a regulatory document and should be considered only informational and supplementary to the MPCA permits (such as the construction storm water general permit or MS4 permit) and local regulations. TREATMENT PRACTICES Capture and Recycling of Yard Runoff If there is more storm water and process water generated from the yard operations than can be safely infiltrated in the yard, it should be directed toward a ponding area. Sediment can then be allowed to settle out. The water can then be recycled and reused. Once the water is removed or recycled from the low -lying area, the debris should be collected. This debris can then be treated, disposed or reused. It is important to design the low -lying area so that it can be frequently drained and cleaned to avoid a buildup of waste. Filtration and Vegetative Strips Both filtration and vegetative areas can be used to keep storm water from washing across the material storage area and picking up contaminants. Vegetative filtration areas can be used to allow infiltration of uncontaminated storm water into the ground before the storm water reaches the material pile. The amount of storm water moving towards the pile should be calculated. A filtration area can then be designed to allow all of this water to infiltrate before it reaches the material- storage area. Both filtration and vegetative areas can be designed as shallow depressions to capture storm water and allow it to infiltrate over time. These practices should not be used with contaminated storm water unless approval has been obtained from the proper regulatory agency. When source area controls do not keep pollutant levels low enough to avoid violating a water - quality standard or effluent limit, treatment of the material -pile runoff must be considered. When considering the following treatment options, the owner or operator may want to consider primary treatment of the initial runoff. Recycling of Runoff Back onto the Pile When infiltration of contaminated storm water is not a concern, the best treatment practice may be to spray the water back onto the material pile. If the pile is not on an impervious pad, extensive monitoring of the leachate should be done before the runoff is sprayed back onto the pile. The owner or operator must avoid allowing infiltration of leachate that will violate ground -water standards. The runoff from the material pile can be collected in a detention ditch or basin. To avoid clogging the spray equipment, the runoff may need to be filtered before it can be recycled back onto the pile. Evaporation from the detention area may also reduce the amount of water to be recycled. Recycling back onto the material pile can be especially advantageous for piles that need dust control. Detention and Settling In some instances, settling of the material pile runoff may be enough to reduce pollutants to acceptable levels. The detention basin should be designed to remove 90% of the suspended solids from the runoff from a 1.25 -inch or 0.3 -year return frequency 24 -hour storm event. See chapter 5 for a description of these definitions and methods of designing these facilities. The settling times needed will vary with the contaminant levels in the runoff and type of solids that were washed from the material pile during the rain event. The treatment outflow rate will not necessarily be the same as the rate defined for ordinary storm water. The treatment discharge rate depends on the particle size Chapter 7 7.50 -4 March 2000 This guidance is not a regulatory document and should be considered only informational and supplementary to the MPCA permits (such as the construction storm water general permit or MS4 permit) and local regulations. distribution and needs to be adjusted to reflect the stockpile particle distribution size. Also note that settling alone may not bring the runoff to acceptable levels unless suspended solids are the only pollutant of concern. Adjustment of pH The runoff and leachate from some stockpiles, such as coal piles, can be very acidic. pH values of stormwater discharges from material -pile runoff must be between 6.0 and 9.0 to meet federal water quality effluent limits. Sampling results have shown that many times pH values of runoff from material piles, are below pH 6. If there is a direct discharge to surface water, the pH may need to be adjusted. One method of pH adjustment is the addition of lime to the runoff, which requires an equalization basin for homogenous mixing of the runoff, a storage facility for the lime, a feed system, instrumentation, electrical connections and piping. Removal of Metals A number of metals, including chromium, copper, lead, nickel, antimony, mercury, selenium, zinc, beryllium, arsenic, aluminum and cadmium, have been shown to be of concern in material pile runoff. A long settling time may be enough to remove metals so the discharge meets water quality limits. If not, the metals must be removed to prevent the material -pile discharge from causing a violation of a water- quality standard. Chemical precipitation or flocculation is one method to remove metals. A polymer can be added to the discharge to allow the metals to settle out. Using a lime -feed systemto elevate pH can also be used to settle out metals which are less water soluble at higher pH levels. The sediment will need proper disposal. A polymer -feed system can include storage hoppers, chemical feeders, solution tanks, solution pumps, interconnecting piping, electrical connections, and instrumentation. Subgrade Cutoff Walls to Prevent Ground Water Contamination. In instances where material pile infiltration or runoff is violating ground -water standards and an impervious pad is not an option, a subgrade cutoff wall may be an option. The cutoff wall can be a slurry or grout curtain. This wall is built around the material pile. It should extend to relatively impermeable subsoil to prevent movement of ground water under the slurry wall. The wall should have a permeability of less than 1 x 10'7 cm/sec. A drainpipe system is placed inside the slurry trench below the ground water table. Collection pumps located at various points around the slurry wall keep the ground water level inside it slightly lower than outside it to prevent migration of material pile leachate into the surrounding ground water. This system also prevents excessive migration of uncontaminated ground water into the material pile area. The sumps empty into an impervious basin. This water is then treated as necessary to remove any pollutants that could cause a violation of a water - quality standard. March 2000 7.50 -5 Chapter 7 Section 3.6 (D) 1.1 Light Industrial District The purpose of the "I -1," light industrial, district is to provide for the establishment of warehousing and light industrial development. Base Lot Area • Minimum = 20,000 square feet Base Lot Width • Minimum= 100 feet CHAPTER 3: ZONING DISTRICTS Section 3.6 Industrial Base Zoning Districts Subsection (D) I -I: Light Industrial District City of Monticello Zoning Ordinance Page 123 CHAPTER 3: ZONING DISTRICTS Section 3.6 Industrial Base Zoning Districts Subsection (D) 1 -I: Light Industrial District III. Minimum street side yard setback of 30 feet. .� — 215,of, alp Zr Minimum frank yard setback v1 3r Minimum lot width of t0a feet 4: Light manufacturing plant as a permitted use 5: Interior side yard setbacks of i 5 feet b: MInhmum lot size of 20,000 square feet 7: Rear yard setback of 15 feet. Page 124 City of Monticello Zoning Ordinance REQUIRED YARDS (in feet) [1] Max Height (stories Max Floor Area Max Impervious (% — Front Interior Street Rear / feet) I Ratio (FAR) of gross lot area) Side Side 2 stories (Reserved) I (Reserved) All Uses 30 15 30 15 30 feet [2] [I]: When any yard abuts a zoning district other than 1 -1 or 1 -2, the setbacks for the abutting yard must be 50 feet. [2]: Multi -story buildings may be allowed as a conditional use pursuant to Section 2.4(D) contingent upon strict adherence to fire safety code provisions as specified by the International Building Code as adopted in Title 4, Chapter I of the Monticello City Code. Accessory Structures See Section 5.3(B) for all general standards and limitations on accessory structures. ■ Section 3.3, Common District Requirements Other 0 Section 3.6(B), Standards Applicable to All Industrial Base Zoning Districts Regulations n Section 4. 1, Landscaping and Screening Standards to Consult a Section 4.5, Signs (not all Section 4.8, Off - Street Parking inclusive) Section 4.9, Off - Street Loading ■ Section 4.1 I, Building Materials III. Minimum street side yard setback of 30 feet. .� — 215,of, alp Zr Minimum frank yard setback v1 3r Minimum lot width of t0a feet 4: Light manufacturing plant as a permitted use 5: Interior side yard setbacks of i 5 feet b: MInhmum lot size of 20,000 square feet 7: Rear yard setback of 15 feet. Page 124 City of Monticello Zoning Ordinance Section 3.6 (E) I -2 Heavy Industrial District The purpose of the "I -2," heavy industrial, district is to provide for the establishment of heavy industrial and manufacturing development and use which because of the nature of the product or character of activity requires isolation from residential or commercial use. Base Lot Area 0 Minimum = 30,000 square feet Base Lot Width • Minimum = 100 feet Typical 1 -2 Lot Configuration CHAPTER 3: ZONING DISTRICTS Section 3.6 Industrial Base Zoning Districts Subsection (E) 1 -2: Heavy Industrial District City of Monticello Zoning Ordinance Page 125 CHAPTER 3: ZONING DISTRICTS Section 3.6 Industrial Base Zoning Districts Subsection (E) 1 -2: Heavy Industrial District 1: Minimum front yard setback of 30 feet 7: More than two stories may be permitted in the 1-2 district If approved by conditional use permit. }, {outdoor storage most be fully screened 4.. Minfrnvm 5e' setback from any lot line abutting a zoning district other than 1.1 Or 1 -2 1 30'000 8F &11-N11IWujM N Page 126 City of Monticello Zoning Ordinance 111111 11 q 1111111 11111111 • q1111 I C; I REQUIRED YARDS (in feet) [1] Max Height (stories Max Floor Area Max Impervious (% — Front Interior Street Rear / feet) I Ratio (FAR) of gross lot area) Side Side 2 stories (Reserved) I (Reserved) All Uses 30 15 30 15 30 feet [2] [I]: When any yard abuts a zoning district other than I -I or 1 -2, the setbacks for the abutting yard must be 50 feet. [2]: Multi -story buildings may be allowed as a conditional use pursuant to Section 2.4(D) contingent upon strict adherence to fire safety code provisions as specified by the International Building Code as adopted in Title 4, Chapter I of the Monticello City Code. Accessory Structures See Section 5.3(B) for all general standards and limitations on accessory structures. ■ Section 3.3, Common District Requirements Other 0 Section 3.6(B), Standards Applicable to All Industrial Base Zoning Districts Regulations n Section 4. 1, Landscaping and Screening Standards to Consult a Section 4.5, Signs (not all Section 4.8, Off - Street Parking inclusive) Section 4.9, Off - Street Loading ■ Section 4.1 1, Building Materials 1: Minimum front yard setback of 30 feet 7: More than two stories may be permitted in the 1-2 district If approved by conditional use permit. }, {outdoor storage most be fully screened 4.. Minfrnvm 5e' setback from any lot line abutting a zoning district other than 1.1 Or 1 -2 1 30'000 8F &11-N11IWujM N Page 126 City of Monticello Zoning Ordinance CHAPTERS: USE STANDARDS Section 5.1 Use Table Subsection (A) Explanation of Use Table Structure TABLE 5 -IA: CENTRAL COMMUNITY DISTRICT (CCD) USES Use Types Sub - Districts "P" = Permitted Exceptions Additional "C" = Conditionally Permitted F -1 F -2 F -3 L TRequirements "I" = Interim Permitted Commercial Day Care Commercial Lodging • City of Monticello Zoning Ordinance Page 319 TABLE 5- 1: USES BY DISTRICT (cont.) Use Types Base Zoning Districts Conditionally Additional 1 Permitted "I" = Interim Permitted Requirement Vehicle Fuel Sales C C C 5.2 F 30 Vehicle Sales and Rental C C 7 5.20(31) Veterinary Facilities C 5.2(F)(32) (Rural) Veterinary Facilities C C C 5.20(32) (Neighborhood) Wholesale Sales P P P None Industrial Uses Auto Repair — Major C P P 5.2(Gl(Il Bulk Fuel Sales and P P 5.2(G)(2) Storage Contractor's Yard, I I I 5.2(G)(3) Temporary Extraction of Materials I I I j.2 (G 4 General Warehousing C C P P 5.2(G1(51 Heavy Manufacturing C 5.2(G)(6) Industrial Services C P None Land Reclamation C C C C C C C C C C C C C C C 5-2(G 7 Light Manufacturing P P P 5.2(G)(81 Machinery /Truck Repair P P 5.2(G)(9) & Sales Recycling and Salvage C C 5.2(G)(I 0) Center Self- Storage Facilities P C P 5.2 G I I Truck or Freight C P P 5.2(G)(12) Terminal C 5.20(13) Waste Disposal & Incineration P 1 5.20(14). Wrecker Services C TABLE 5 -IA: CENTRAL COMMUNITY DISTRICT (CCD) USES Use Types Sub - Districts "P" = Permitted Exceptions Additional "C" = Conditionally Permitted F -1 F -2 F -3 L TRequirements "I" = Interim Permitted Commercial Day Care Commercial Lodging • City of Monticello Zoning Ordinance Page 319 CHAPTERS: USE STANDARDS Section S.2 Use - Specific Standards Subsection (G) Regulations for Industrial Uses (i) All conditions pertaining to a specific site are subject to change when the Council, upon investigation in relation to a formal request, finds that the general welfare and public betterment can be served as well or better by modifying the conditions. (j) If the business repairs semi- trucks or other large machinery, a specific area shall be designated for the exterior storage of the things being repaired and/or other vehicles and equipment accessory and incidental to the vehicle or machinery being repaired or serviced. (10) Production Breweries and Micro - Distilleries Production Breweries and Micro - Distilleries shall be allowed as a permitted use in the I -1 and I -2 District, provided that: (a) The owner of the brewery qualifies for and receives a brewer license and a malt liquor wholesale license from the State of Minnesota, according to Minn. Statutes Section 340A.301. (b) Total production of malt liquor may not exceed 250,000 barrels annually. (11) Production Breweries and Micro - Distilleries with Accessory Taproom or Cocktail Room Production Breweries and Micro - Distilleries with Accessory Taproom or Cocktail Room shall be allowed by conditional use permit in the IBC, I -1 and I -2 Districts, provided that: (a) The facility is located in an area that includes and/or serves commercial traffic. (b) The facility is not located within 500 feet of a residential zoning district. (c) The owner of the brewery qualifies for and receives a brewer license and a malt liquor wholesale license from the State of Minnesota, according to Minn. Statutes Section 340A.301. (d) Total production of malt liquor may not exceed 250,000 barrels annually. (12) Recycling and Salvage Center (a) The center shall be on a parcel with an area of at least five acres. (b) The center shall be located at least 250 feet from any residential district, school, or day care. City of Monticello Zoning Ordinance Page 357 CHAPTERS: USE STANDARDS Section 5.2 Use - Specific Standards Subsection (G) Regulations for Industrial Uses (c) Except for a freestanding office, no part of the center shall be located within 50 feet of any property line. (d) All recycling activities and storage areas shall be effectively screened from view by walls, fences, or buildings. Such screening shall be designed and installed to ensure that no part of recycling activities or a storage area can be seen from rights -of -way or adjacent lots. (e) All outdoor storage areas shall be surrounded by a solid fence or wall that is at least eight feet high, located no less than 100 feet from any public right -of- way, and located no less than 50 feet from any adjacent property. (f) Recyclable materials shall be contained within a leak -proof bin or trailer, and not stored on the ground. (g) Only limited sorting, separation, or other processing of deposited materials shall occur on the site. (h) There shall be no collection or storage of hazardous or biodegradable wastes (as defined by the PCA) on the site. (i) Space shall be provided to park each commercial vehicle operated by the center. (j) The facility shall be administered by on -site persons during the hours the facility is open. (k) The site shall be maintained free of fluids, odors, litter, rubbish, and any other non - recyclable materials. The site shall be cleaned of debris on a daily basis and shall be secured from unauthorized entry and removal of materials when attendants are not present. Section 5.20(2)(e): (1) Noise levels shall be controlled in accordance with Section 5.2(A)(2)(e). Noise (m) Signage shall include the name and phone number of the facility operator and indicate any materials not accepted by the center. (n) Access to the center shall be from a collector or arterial street. (o) No dust, fumes, smoke, vibration or odor above ambient level shall be detectable on abutting properties. Page 358 City of Monticello Zoning Ordinance CHAPTERS: RULES & DEFINITIONS Section 8.4 Definitions Subsection (B) Lots PRODUCTION BREWERY: A facility that manufactures, processes and warehouses beer for wholesale distribution in off -sale packages to retail liquor establishments and may retail beer product for on -site consumption in a taproom for off -site consumption as growlers. A production brewer may not have an ownership interest in a brewery licensed under Minnesota Statutes Section 43- A.409, Subd. 6, clause (d). PROFESSIONAL OFFICE — SERVICES: A commercial use involving administrative, clerical, or professional operations, and routinely including direct transactions or consultations with clients for such services. Such uses commonly include legal, financial, insurance, or real estate services, among others, but do not include retail sales of stock -in -trade goods. PUBLIC BUILDING OR USE: Any facility, including but not limited to buildings and property that are leased or otherwise operated or funded by a governmental body or public entity. PUBLIC WATERS: Any waters as defined in Minnesota Statutes, section 103G.005, Subd. 15, 15a. REACH (in relation to flood plains): A hydraulic engineering term to describe a longitudinal segment of a stream or river influenced by a natural or man -made obstruction. In an urban area, the segment of a stream or river between two consecutive bridge crossings would most typically constitute a reach. REAL ESTATE OFFICE /MOBILE SALES HOME: A dwelling temporarily used as a sales office for a residential development under construction for on -site sales RECREATIONAL VEHICLE CAMP SITE: A lot or parcel of land occupied or intended for occupancy by recreational vehicles for travel, recreational, or vacation usage for short periods of stay subject to the provisions of this ordinance. RECYCLING AND SALVAGE CENTER: A facility engaged solely in the storage, processing, resale, or reuse of recyclable and recovered materials. REGIONAL FLOOD: A flood which is representative of large floods known to have occurred generally in Minnesota and reasonably characteristic of what can be expected to occur on an average frequency in the magnitude of the 100 -year recurrence interval. Regional flood is synonymous with the term "base flood" used in the Flood Insurance Study. City of Monticello Zoning Ordinance Page 453 4A1 .; 4A2: IRT ZONING AMENDMENTS AND CONDITIONAL USE PERMITS MONTICELLO CITY COUNCIL - 8/22/16 'w'�' a. .4,, 155c(11•i4o�:a ; `4 WI 1's 1 B1F 3 lit 1 iti's 1 4a 1 l d 5 1 a 10 0 1 (Bol f _ h 0. 40 a ' a Td6L N 00 F — NNE �9i}1 41 6� i i qw, owl �:r 0 b m z S9%, RV* 0 I- B• 9 S-q IWR* O�ml< APPLICATIONS: • Zoning Ordinance Amendment amending the regulations for Recycling Salvage use in Section 5.2 (G)(12). • Conditional Use Permits for Recycling and Salvage on each of the two sites ( "Dundas" site and "Fallon" site) • Conditional Use Permits to accommodate certain deferrals in site improvements on each of the two sites — primarily the installation of pavement and curbing EXISTING OPERATIONS • Dundas Site: • Office • Sorting and Collection of recyclable materials (indoors) • Parking (paved, and unpaved) with access from Dundas Road • Outdoor Storage, within a fenced area with access from Fallon Avenue • Fallon Site: • Office /Customer Transactions • Commercial Truck Scale • Retail Customer Scale • Sorting and Storage of recyclable materials (indoors) • Parking (paved and unpaved) PROPOSED AMENDMENT (q) Change lot size from 5 acres to 4 acres (c) Reduce setbacks from 50 feet to 15 feet (e) Reduce outdoor storage setbacks from 100 feet (ROW) and 50 feet to 30 feet and 15 feet (f) Allow outdoor storage of materials directly on the ground, outside of containers (g) Eliminate limitations on sorting and processing of recyclables (h) Allow storage of hazardous wastes, subject to MPCA regs, continuing the prohibition on biodegradable wastes SITE IMPROVEMENTS; FALCON SITE • Relocate the truck scale from the south Fallon Avenue driveway to the north, and move it further into the interior of the site to allow stacking of truck traffic off of the street. • Establish a circulation pattern in which traffic enters the Fallon site from the north. Truck traffic would continue to the scale, then around the building to unload, exiting the site at the south entrance. Some of this traffic may exit the site and cross Fallon Avenue to the Dundas site to unload (either to the open storage or to the building). The applicant is seeking a deferral of paving and curbing requirements for the truck circulation route on the site. • General public traffic would enter the north access drive, then turn south to weigh and park on the north side of the building. This area would be paved and curbed in accordance with the requirements of the zoning ordinance. Existing public traffic would travel south to the south driveway. The middle driveway of the three existing on the Fallon site would be eliminated to better control circulation and access. LiliC01�h t t Z .m w ®cs ■ Mwwlqw OW -ORIS lr nhhaaau r L -- SITE IMPROVEMENTS; DUNDAS SITE • Retain the existing driveway to customer and employee parking on Dundas � 0 H. • Retain the existing driveway for loading unloading trucks along Fallon Avenue. • Defer paving of the auxiliary gravel parking area west of the main parking lot off of Dundas. • Expand and fence the open storage area, retaining the gravel surface. • Provide a semi -truck and trailer parking location • Future phase: Add access from Dundas for trucks along the west line of the property, to cross the north side of the Dundas site to the north Fallon access. PROPOSED DEFERRALS o Paving and curbing of existing auxiliary parking area on the Dundas site. o Paving through the truck circulation on the Fallon site. o Paving of open storage area on the Dundas site.* STAFF RECOMMENDATION 1 . Adoption of the proposed zoning amendment, Ordinance No. 635, incorporating the following modifications to the applicant's proposed text: a. Permit open storage of materials on the ground, only when paved. b. Accommodate reduced setbacks, provided buffering requirements are met. 2. Construct the improvements to both sites consistent with the approved site plan, including an updated plan showing truck /trailer parking on the Dundas site. 3. Prepare and submit a revised landscaping plan as noted in the report to meet the buffer planting requirements. 4. Incorporate a timeline for future pavement improvements, as follows: a. Pave Dundas parking by 2017 b. Pave Fallon truck circulation by 2018 C. Pave Dundas open storage by 2019 STAFF RECOMMENDATION, CONTINUED 5. Provide the City with all documentation and correspondence with the MPCA for industrial stormwater permit to ensure compliance with the permit per the City's Illicit Discharge Ordinance, and incorporation of mitigation or correction measures required to meet MPCA standards and requirements. 6. Provide screening fencing as proposed on the plans to Fallon north and east boundaries. 7. All future parking and circulation changes not included in the approved deferrals to be paved at time of installation. 8. No outdoor storage on the Fallon site. 9. Any expansion of outdoor storage on the Dundas site will require an amendment to Conditional Use Permit. STAFF RECOMMENDATION, CONTINUED 10. Truck parking /storage to be on an improved surface, or within the screened storage enclosure. 11. Compliance with the terms of the City Engineer's report. Planning Commission Agenda — 08/02/2016 14 12. Completion of lot combination on Fallon site, along with vacation of internal DU easements, or execution of an encroachment agreement for improvements lying within the easement. 13. Provide an updated survey of the Dundas site at the time of the parking lot paving. 14. Provide an updated survey on the Fallon site with the first phase improvements. 15. Provide an updated site plan showing truck circulation. 16. Other staff comments and recommendations QUESTIONS AND COMMENTS PROPOSED AMENDMENT (a) The center shall be on a parcel with an area of at least five acres. The applicant 50 feet of proposes a change to a four -acre lot size to accommodate the size of the Fallon property. Staff supports this change. (b) The center shall be located at least 250 feet from any residential district, school, or day care. No changes proposed. (C) Except for a freestanding office, no part of the center shall be located within 50 feet of any property line. The applicant is seeking a reduction in this setback to 15 feet to accommodate operations on the existing property. Staff supports this change. (d) All recycling activities and storage areas shall be effectively screened from view by walls, fences, or buildings. Such screening shall be designed and installed to ensure that no part of recycling activities or a storage area can be seen from rights -of -way or adjacent lots. No changes are proposed. PROPOSED AMENDMENT, CONTINUED (e) All outdoor storage areas shall be surrounded by a solid fence or wall that is at least eight feet high, located no less than 100 feet from any public rightof -way, and located no less than 50 feet from any adjacent property. The applicant proposes to reduce this separation to 30 feet from the right of way, and 15 feet from adjacent property. Staff supports this change, subject to buffering compliance. aRecyclable materials shall be contained within a leak -proof bin or trailer, and not stored on the ground. The applicant proposes to eliminate this provision, suggesting instead reliance on the Minnesota Pollution Control Agency (MPCA) stormwater permitting process for "ferrous and non - ferrous" materials. Staff does not support this change, suggesting continued reliance on paving to control stormwater impacts of outdoor storage, and subject to the potential temporary deferral, as well as height limitations to outdoor storage areas. PROPOSED AMENDMENT, CONTINUED (g) Only limited sorting, separation, or other processing of deposited materials shall occur on the site. The applicant suggests deletion of this section, nag that the significant majority of the operation involves sorting, separation, and processing. It is noted that household biodegradable wastes (basically _, aq rbage) could still be subject to this provision if an exception is made for the types of materials handled by the applicant's business. Staff supports this change, subject to the notation that garbage (biodegradables) would still be prohibited by other clauses. (h) There shall be no collection or storage of hazardous or biodegradable wastes (as defined by the PCA) on the site. The applicant proposes to add a certification provision to allow the handling of hazardous waste materials. Staff believes this to be reasonable for hazardous waste, which would be eligible under this certification. Note the prohibition of biodegrable waste. City Council Agenda: 08/22/16 4B. Consideration of accepting quotes and awarding project for the Spirit Hills Trail Improvements CP 16CO02 (JO /WO /SB /TP) A. REFERENCE AND BACKGROUND: The Spirit Hills trail improvements was included in the City's capital improvement plan for construction this year. The proposed trail provides a connection, where there is currently a gap, from the existing trail at the north end of the Wildwood Ridge development, along the Monte Club tower site to the trail at the Spirit Hills townhome development as shown on the enclosed drawing. A foot path along the proposed trail alignment has been created over the years by users, hence it was identified as a needed improvement. As Council may recall, a feasibility study was completed in 2010 to address a trail connection from the Hillside Farms development to the existing pathway system along School Boulevard to accommodate students walking to school and other pedestrian users. The study addressed extending a trail along Fenning Avenue and alternative trail connections connecting the adjoining developments. The Council directing staff to move forward with an alternate trail alignment within the existing developments and the Monte Club site in lieu of extending a trail along Fenning Avenue due to the safety concerns and costs. The proposed trail totals approximately 1,160 feet and would be 10 -feet wide with 2 -foot wide aggregate shoulders. The trail would consist of 3- inches of bituminous pavement with 6- inches of aggregate base per City standards. The trail is designed to meet ADA (American Disability Act) standards. The trail meanders through the area to meet ADA standards as well. Quotes were received and opened on Monday, August 15, 2016 at 10:00 AM. The City received 3 bids, with the lowest quote being submitted by Barber Construction, Inc. in the amount of $72,615.50. The following table lists all quotes received for the project along with the engineer's estimate. The low bid is about 12% under the engineer's estimate. Contractor Grand Total Bid Barber Construction, Inc. $72,615.50 Sunram Construction, Inc. $78,015.00 Landwehr Construction, Inc. $87,813.25 Engineers Estimate $82,249.00 The capital improvement plan identified a cost of $45,000 for the project improvements. This cost was low and was based on a basic per foot trail cost along a roadway. The cost was a rough estimate that did not involve a design. It also did not take into account the amount of excavation needed for the trail grades to meet ADA standards or in general rising costs of construction. Until a topographic survey and final design is completed or more time and effort is put into estimated these costs, it can be difficult to estimate these costs along with the fact that this a small project where costs can vary significantly. A higher budgeted amount should have been included for this trail segment. City Council Agenda: 08/22/16 If the Council moves forward with the project, construction would be completed by October 15, 2016. Al. Budget Impact: The total project cost is estimated at $83,000, which includes the construction costs and administration, engineering, inspection and material testing. As noted above only $45,000 was budgeting with the Parks Department budget to fund the project in 2016. The Finance Director indicates there are reserves available in the Park and Pathway Fund and the Closed Bond Fund to fund the remaining amount if the Council choses to do so. A2. Staff Workload Impact: The Parks Superintendent, City construction inspector and WSB will assist in the construction staking, inspection and administration of the project. The Parks Department has already cleared brush for the majority of the area and will complete additional clearing as needed after the trail is paved to provide adequate sight lines. B. ALTERNATIVE ACTIONS: 1. Motion to accept quotes and award project to Barber Construction Inc. in the amount of $72, 162.50 for the Spirit Hills Trail Improvements, CP 16C002. 2. Motion to reject quotes and obtain new quotes for 2017 construction. 3. Motion of other. C. STAFF RECOMMENDATION: The City staff recommendation is mixed. The City Engineer reported that the original construction cost estimates used to establish the budget turned out to be low relative to the cost that resulted from a refined design. Accordingly, there is reason to budget the difference in 2017 and thus delay the project until next year. The Finance Director noted that he "prefers completing the project in 2017 given that the item is budgeted at $45,000 and should be considered in its entirety with all other projects. However, sufficient reserves exist in the Park and Pathway Fund and the Closed Bond Fund to complete the project in 2016. Indeed, staff should be held accountable in providing reasonably close estimates for items included the capital improvement program. One mechanism for accomplishing such is to delay significantly under - budgeted projects until they have been fully vetted in the context of all other projects. The $83,000 estimated costs of this trail project is 84% greater than the $45,000 budget." For reasons noted above, the City Administrator concurs with the City Engineer and Finance Director that there is a justification for delaying the project one year. Nonetheless, it deserves repeating that the cost is not likely to go down in 2017 and funds City Council Agenda: 08/22/16 are available to complete the project today. Council should also consider the value of this improvement to the citizens resulting from completing the pathway sooner as opposed to later. The quote received from Barber Construction is reasonable for this type of work. Barber Construction is currently completing the BCOL Interim improvement project, which includes trail construction. The costs for that project is in line with the subject project. It is unknown if costs will be reduced for 2017 construction. It was discussed to construct the trail with aggregate only and not pave it to reduce costs. Due to the steep slopes of the trail, this is not recommended due to erosion issues that will likely occur that will increase maintenance time and costs. D. SUPPORTING DATA: A. Quote Summary B. Quote Tabulation C. Project Layout and Plans QUOTE TABULATION SUMMARY PROJECT: Spirit Hills Trail Improvements City Project No. 16CO02 OWNER: City of Monticello, MN WSB PROJECT NO.: 2596 -260 QUOTES RECEIVED: Monday, August 15, 2016, at 10:00 a.m. Local Time Contractor Bid Addendum Total Quote Security (5 %) Received 1 Barber Construction, Inc. N/A N/A $72,612.50 2 Sunram Construction, Inc. N/A N/A $78,015.00 3 Landwehr Construction, Inc. N/A N/A $87,813.25 Engineer's Opinion of Probable Cost $82,222.50 1 hereby certify that this is a true and correct tabulation of the quotes as received on August 15, 2016. Eric Eckman, PE, Project Manager Denotes corrected figure K:W2596- 2WAdmiWConstruction AdmiW 2596 -260 CST Quote Tab Summary- 081616 - signed Connects to Existing Trail all, A, �1' I 41i 4P A Connects to Existing Trail -As 111w, If 11 k..j 0 N • Ao IL :L IP 0 0 D D r Aft Spirit Hills Trail Improvements 0 150 Feet CITY OF Spirit Hills Trail Improvements Monticello Monticello, MN WSB TRAIL IMPROVEMENTS TRAIL AS 10' MIN 2' WIDE SHOULDER o I I I i SHPROFILE VARIES ��J o 0 o J 0 F 30 80I S INSET A dn�OE� �� \VA \A \\ �� 1 /� X043 ,� -- 'o I 4" MIN. TOPSOIL AND ESTABLISH / EROSION CONTROL AS DIRECTED l /" / / o�o� BY THE ENGINEER eN' d TYPICAL SECTION `, Q 1 SIN' N o'a Quo o uz 6s Or ° 3" TYPE SP 9.5 WEAR COURSE MIX (2,B) (SPNWA240B) ° arvwww 6" CLASS 5 AGGREGATE BASE APPROVED SUBGRADE� INSET A \ I Ima \\ I I I I r P�CN w p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / _. — — — . . . . w 0 LLJ Z Z 055 1055 . . . . .... . . . . .... . . .... . . . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... /. ' /... . . . . .... . . .... . . a 1050 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. . . . . . . . . . . . 1050 Q J . J W 1045 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� %° ./ .� . . . . . . . . . . . . . . 1045 J ci . . . . . . . . . . . EXISTWG.� PRO ILR . . . . . . . . - �. . . . . . . . . . . . Z . . . . s . 1040 . . . . . . . . . . . . . . . . — — — _ . . . . . . . . . . . . . . . . . . . . 1040 U °o + 0 . . . . . . . . . . . . . . . / . 1035 . . . . . . . . . . . N < . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1035 / . . . . . . . . . . . . . . . . . . . . . . . . 8 1030 LOW Low DINT ELEV= 1033.17 OINT SrA =2 +25.00 1030 / . Hv S PVI EFEV= = 1034.17. - y . 0 ^ j . /. A.D. = K =1292 50.0 EVCS: .0.04. ' VC. 2 +25.00 . . . . . . . . . . . . . . . . . . . . . ° q 1025 1025 °o o+ II ¢ o it > w paj° 6 % HIGH POINT ELEV= 1031.17 •HIGH POINT STA=1 +75.00 TVI STA -1 +50.00 vC EVCS: EVCS iD33 -t7 2 +75.00 1036.14 " - .xm- c - o r 3 1020 . . . . . . . . . . . . . w �. —. . . . . . . .PVI ELEV= 1030.17 . . . . A. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1020 M u a a / K= 12.50. 50.00' VC . . BVCS: 1 +25.00 . B VCE: 1 D28.17 . ' Q 1015 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .EVCS: 1 +75:00 . . . . 6 €: —l-031 -t . . . . . . . . . . . . . . . . . . . . . . . . 1015 . . . O. O N N O O N N O 20 N . . O O O O O O . . O O . . 0 +00 1+73 2 +00 3 +OG 5 +00 CITY PROJECT NO. SPIRIT HILLS TRAIL IMPROVEMENTS SHEET 1 OF — SHEETS 1070 1065 1060 1055 1050 1045 1040 1035 1030 E ,o �S X FT 30 60 w � w o z° gy o d 0 5w F- LU Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 cl) . W W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1070 w Z a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1065 Q J . /-EXISTING PR DFILR . . to W J V -. -. 1060 - _ -- �; 1055 • HIGH H POINT ELEV =1059.7 PLAIT -ST = - �• �• . �. N • HIGH POINT ELEV= 1059.14 PVI $TA =7 +23.6 PVI ELEV= 1059.8 LOW POINT ELE LO'W POINT' ST = 1058.30 =7 +97.1'0 H ' HIGH POINT =1 STA' =8 +97.83 '\ . HIGH POINT.STA =6 +.13.07 A. D. = -0.0 PVI STA =8 +00.'00 PVI STA =9 00.00 • V. STA -5 +63.07 'K= 15.73�I PV.I ELEV =1057 94 .PVI. ELEV =1 61.1.2 \• .jl >. . PVI ELEV= 1058.81 '1 50.00' V A.O =0; 06 A. D; _- 0.07 5.92 . GH POINLSTA > \._.Sqy Q 1050 A.D.= -0.07. B- V6-- 6 -ti98.6 K =8.77 K =15.04 H =7C+ - PVJ STA =10 +7.00 , w. a. . =13:87 • • 100.00' VC BVCE. 1059.7 50.00' VC BVCS: 100.00' vc BVCS: 5,53 • BVCS 5 +13.07 EVCS: 7 +48.6 EVCE: 1059.2 1058.5 BVCE '1058.57 10 'BVCE: 1059,53 PVI ELEV= 1055.05 A.D.= -0.04' BVCE 1054.87. EVCS: .8 +25.0 EVGS: 9+5c.00 • K= 12.27 ' 8 EVGS: 5 +13,07 EV.CE:.1058.74EVCE: 1059 39 50.00' VC ' 1045 , � EvcE 1059.14 BVCE: .1055.92. . . EVCS: 11 +00.00 t . EVCE: 1053.17 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1040 � q Q- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z . . . . . . . X d - . .P o r 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ow . . . . . . . 1035 �2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a . . . . m N . N. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . 1030 • of � N r 6 +00 7 +00 8 +00 9 +00 in 11 +00 CITY PROJECT NO. SPIRIT HILLS TRAIL IMPROVEMENTS SHEET 2 OF - SHEETS 1045 1040 1035 1030 1025 1035 1030 1025 1020 1015 1035 1030 1025 1020 1015 1010 103` 103 102 102 101 101 1030 1025 1020 1015 1010 1005 2 +00.00 –40 –20 0 20 40 1 + 50.00 1 + 00.00 0 +50.00 1060 1040 1055 1035 1050 1030 1045 1025 1040 1010 1030 1005 1025 1050 w 5 w 1045 as N 1035 –40 –20 N N 20 1030 40 ° –4n –7'0 ?n O N O n ?n 4n d 1 + 00.00 0 +50.00 0 +00.00 1060 1040 1055 1035 1050 1030 1045 1025 1040 1010 1030 1005 1025 1050 w 5 w 1045 as 1035 –40 –20 alc� as 0 20 1030 40 ° a –9'0 ?n O N O N N O 20 40 d –4n –7n n n 7n 4n 0 +00.00 1045 1060 1040 1055 1035 1050 1030 1045 1025 1040 1010 1030 1005 1025 1050 w 1040 w 1045 as 1035 –40 –20 alc� as 0 20 1030 40 ° –4n –9'0 ?n 00 n 20 40 d –4n –7n n 7n 4n 1045 1060 1040 1055 1035 1050 1030 1045 1025 1040 1035 1055 1030 1050 1025 1045 1020 1040 1015 1035 1035 1055 1030 1050 1025 1045 1020 1040 1015 1035 1010 1030 1035 1055 1030 1050 1025 1045 1020 1040 1015 1035 1010 1030 4 +50.00 –4U –2U U zV 4U. 4 +00.00 1055 1030 1050 1025 1045 1020 1040 1015 1035 1010 1030 1005 1025 4 +50.00 –4U –2U U zV 4U. 4 +00.00 3 +50.00 8 1055 y 1050 1055 1050 w 1040 w 1045 as 1035 –40 –20 alc� as 0 20 1030 40 ° –4n –9'0 ?n n 20 40 d 3 +50.00 3 +00.00 1060 8 1055 y 1050 1055 1050 w 1040 w 1045 as 1035 –40 –20 � 00 0 20 1030 40 ° 3 +00.00 1060 8 1055 y 1050 1055 1050 w 1040 w 1045 1035 � 00 M 1030 ° 1040 – ?n n 9n 4n d 0 1055 - 1050 - 1045 sw 1040 1035 m _ <5 1055 1050 U Q H 1045 LV O 2 cl) 1040 � LU 0 Z 1035 a CZ G 1030 J Q � J ~ J W � V J_ 1050 2 — 1045 Q' CO EL 1040 U C 1035 6.6 �t M O O –40 – ?n n an 4n 1030 2 +50.00 CITY PROJECT NO. 8 1055 y 1050 1045 1040 x 1035 � 00 M 1030 –4n – ?n n 9n 4n CITY PROJECT NO. SPIRIT HILLS CROSS SECTIONS SHEET 3 OF – SHEETS 8 1055 y 1050 1045 1040 x 1035 1030 I� 1025 SPIRIT HILLS CROSS SECTIONS SHEET 3 OF – SHEETS 1065 1060 1055 1050 1070 1065 1060 1055 1050 1045 1065 1060 1055 1050 1055 1050 1065 1060 1055 1050 1065 1060 1055 1050 1045 8 +00.00 7 +SO.00 o _ — oo_ -40 -20 20 40 7 +�.00 —t- — —I_ oim N N O O —40 —20 n 7(1 4(1 6 +sa.00 m 01 m N N O O -40 -20 0 20 40 6 +00.00 m mro N N O O -40 -20 0 20 40 5 +50.00 1070 � W O 0 Z 055 1060 (L Z 1050 1050 J J U 050 rn 045 055 �N N 040 �ro ro� N -20 0 20 40 0 N O N O 00 N -40 -20 —20 0 20 0 46 7 +SO.00 o _ — oo_ -40 -20 20 40 7 +�.00 —t- — —I_ oim N N O O —40 —20 n 7(1 4(1 6 +sa.00 m 01 m N N O O -40 -20 0 20 40 6 +00.00 m mro N N O O -40 -20 0 20 40 5 +50.00 5 +00.00 a �M N N 00 -40 -20 0 20 40 11 +50.00 1 1065 1 1060 1 1055 1 1050 1 060 1070 � W O 0 Z 055 1060 (L Z 1050 1050 J J U 050 rn 045 055 �N N 040 �m ro� N -20 0 20 40 0 O O 00 N -40 —40 —20 0 20 0 20 40 5 +00.00 a �M N N 00 -40 -20 0 20 40 11 +50.00 1 1065 1 1060 1 1055 1 1050 1 060 1070 � W O 0 Z 055 1060 (L Z 1050 1050 J J U 050 rn 045 055 �N N 040 �m -40 —4V —LV V LV 4V 11 +00.00 w i 1065 1 1060 1 1055 1 1050 1 1070 1065 1060 1 1055 1 1050 1 1045 N� NN 00 -40 -20 0 20 40 060 z 055 m g �y o 050 ° d 045 065 r sw 060 055 - <s 050�oo 10 +00.00 1065 1 Q 1060 1 1055 1 1050 1 O O 065 060 055 1070 � W O 0 Z 050 1060 (L Z 1050 1050 J J U rn 055 055 �N N �m -40 -20 0 20 40 065 r sw 060 055 - <s 050�oo 10 +00.00 1065 1 Q 1060 1 1055 1 1050 1 O O 065 060 055 1070 � W O 0 Z 050 1060 (L Z —4U —LU U z '}V J s +so.00 a � I— 1^ J 1060 1 1055 1 1050 1 1065 1 1060 1 1055 1 1050 1 1045 1 CITY PROJECT NO. 065 1070 1065 1065 1060 1060 1055 1055 1050 1050 J J U rn 055 055 y �m 050 a 0 O O -40 -20 0 20 40 1065 1 1060 1 1055 1 1050 1 1045 1 CITY PROJECT NO. 065 1070 1065 1065 1060 1060 1055 1055 1050 1050 1065 1 1060 1 1055 1 1050 1 1045 1 CITY PROJECT NO. 065 � J 065 060 J J U 055 055 y 050 a 0 � C 9 +00.00 8 +50.00 Ill 070 065 060 8 055 y 050 N g X d 070 3 065 M 060 055 2u 4u 050 SPIRIT HILLS CROSS SECTIONS SHEET 4 OF — SHEETS City Council Agenda: 8/22/2016 4C. Consideration of approving Ordinance 654 amending the City Code, Title 2, Section 9 — Telecommunications Public Service Enterprise FiberNet Monticello (JO /RL) A. REFERENCE AND BACKGROUND: City Council is asked to approve Ordinance 654 amending the City Code, Title 2, Section 9 — Telecommunications Public Service Enterprise FiberNet Monticello. Passed on April 14, 2008, this section created FiberNet and simultaneously created the advisory board to "guide the management of FiberNet Monticello." However, in 2016 there have been significant changes to the management structure of FiberNet, and many of the responsibilities delegated to the advisory board in the Code shifted to Arvig Enterprises in the management services agreement approved by City Council in June. Historically the board reviewed policy decisions, received updates from management, and made recommendations to the City Council regarding FiberNet items. The new management arrangement considerably reduces possible board contributions. Consequently, staff evaluated the current governance structure and recommends changing the City Code. The recommendation includes elimination of the FiberNet Advisory Board. The changes retain the language regarding the creation of FiberNet, the management of the utility, and the reservation of City Council power over the entity, but strike the sections outlining the establishment, functions, powers, and duties of the board. In addition, the language is broadened to reference management instead of a general manager in order to better reflect the array of management options the City Council can utilize. The FiberNet Advisory Board had an opportunity to review the changes at their August meeting and they recommend approval. The amended section was also reviewed and approved by the city attorney. It is important to note, Arvig did not participate in the discussions regarding the changes to the City Code or the future of the advisory board. They have stated they would be willing to report to either the FiberNet Advisory Board or to the City Council. However, given the intention for there to be oversight rather than strategic guidance, staff believes it would be more appropriate for Arvig to report directly to City Council. Finally, staff would like to offer sincere thanks to all previous members of the FiberNet Advisory Board as well as to current members: Jacob Kramer, Jon Morphew, and Dennis Sullivan as well as council liaisons Brian Stumpf and Charlotte Gabler for their commitment and contributions to FiberNet. Their input and ideas have made a positive impact on FiberNet's operations. Al. Budget Impact: There is no budget impact from the proposed changes. A2. Staff Workload Impact: The proposed changes to City Code, Title 2, Chapter 9 would result in a workload reduction. There would be no preparation of FiberNet City Council Agenda: 8/22/2016 Advisory Board agendas, handouts, and minutes as well as no staff liaison at the meetings themselves. B. ALTERNATIVE ACTIONS: 1. Motion to approve Ordinance 654 amending the City Code, Title 2, Section 9 — Telecommunications Public Service Enterprise FiberNet Monticello. 2. Motion to repeal Title 2, Chapter 9 - FiberNet in its entirety. 3. Motion to deny Ordinance 654 amending the City Code, Title 2, Section 9 — Telecommunications Public Service Enterprise FiberNet Monticello. C. STAFF RECOMMENDATION: Staff recommends Alternative 1. The proposed changes retain the essential portions of the original language while adjusting to the recent changes in management and operations. D. SUPPORTING DATA: Proposed changes to City Code, Title 2, Section 9 — Telecommunications Public Service Enterprise FiberNet Monticello CHAPTER 9 TELECOMMUNICATIONS PUBLIC SERVICE ENTERPRISE FIBERNET MONTICELLO SECTION: 2 -9 -1: Findings and Purpose 2 -9 -2: Creation, Advisory Board Established 2 9 4. F,,,,etions n,.. eFs and Duties. Genef "M,,,,age Management 2 -9 -5: 2 -9 -6: Reservation of Power 2 -9 -1: FINDINGS AND PURPOSE Minnesota Statutes § 237.19 authorizes the City to own and operate a telephone exchange and to provide municipal telecommunications services following a referendum within the City. The City conducted the required referendum and more than the statutorily prescribed 65 percent of those voting thereon voted in favor of proceeding. Based on all inn ,..,. atio., *° The City Council hereby finds that the establishment of FiberNet Monticello is in the best interests of the City. The City Getmeil f, ther finds that it is in the best interests °f (A) A municipal telecommunications services enterprise to be known as FiberNet Monticello is hereby created and established. Fibe Net Mont ° °"° shall have an Advisei:y -Board eomposed of five (5) voting me-mber-s to be appointed by the Mayo and the City Getmeil. (B) Two of the voting member-s shall be members of the City Gotineil (one of whieh e be the Mayor-). The tefms of appointment shall eeineide with theiF eleeted teFms of offlee and appointments to r-eplaee any member- whose te g or- other-wise vaeant may be made fFom any member- of the Couneil. .ff . !7!!'. l f! ESfI R��S�S' i5!*!! f�TT ll��.l9i5Tt�lt2'tl�'R'!�!*Si MIaT1 �. MONTICELLO CITY ORDINANCE TITLE II /Chapt 9/1age ♦ • 1 I . 1 I 1 I N\ \ a P ♦ \ =I P.Mi 11 01 PUFF M-3 MUTTIVERN �RR.R�Iti� _ \ 1 / � • 1 I 1 P \ 1 I . . . . . . . . . ..... IMMUNE TIM 1 I I 2 -9 -5: MANAGEMENT (A) The City Council shall appoint ^ Ci°ner-al Manage management for FiberNet Monticello, and hire or assign such staff, consultants or contractors as it deems necessary for the efficient operations of FiberNet Monticello and the City. (B) The Genera "M,,, alter Management shall be responsible for the administration and management of FiberNet Monticello. MONTICELLO CITY ORDINANCE TITLE II /Chapt 9 /Page 2 (C) Management shall have the authority to govern FiberNet Monticello within the boundaries established in the annual budget as approved by the City Council. Management shall make an annual budget recommendation to the City Council. Management shall insure FiberNet meets City requirements and Minnesota Statutory requirements for financial management and reporting. (C) The General "` anagef Management shall provide periodic reports to the ^ &iso, -y Board at its fegal r fneeti gs and an annual r° oA to the City Council accurately describing the activities and financial condition of FiberNet Monticello. (D) The General Managef Management shall maintain contact with the City Administrator as necessary to coordinate activities. 2 -9 -6: RESERVATION OF POWERS (A) Except as delegated by this Ordinance or the City Council, and subjeet to amendment of this O -ding ee, the City Council reserves its rights and powers regarding FiberNet Monticello, including but not limited to the power to (1) adopt the annual budget, (2) approve capital improvements, (3) review rates and fees, (4) approve potential expansions of the service area of FiberNet Monticello, and (5) mfif� hiring and fir-ing. (4/14/08, #480) MONTICELLO CITY ORDINANCE TITLE II /Chapt 9/1age Monticello COUNCIL CONNECTION AUGUST 22, 2016 DEPARTMENT OF BUILDING SAFTEY Emergency Management On Tuesday, August 23, 2016 the Monticello Nuclear Generating Plant will be conducting training, and as part of the exercise they will sound one of their warning sirens. City staff is using our available communication resources to help Xcel staff alert the public in advance that the siren is for training purposes and not an emergency event. Commercial Construction Update Monticello Crossing (IRET Apartment Building) has obtained a TCO (Temporary Certificate of Occupancy) for phase two - the north wing. This involved completing the first layer of asphalt paving; completing the plumbing final and monometer testing; completing the ventilation and cooling portion of the mechanical; fire sprinkler and alarm systems testing; elevator testing and operations approval; and accessibility requirements. Tenants began occupying the north wing on Monday August 151h Auto Zone had received a temporary occupancy at the end of July with all of the health /life /safety systems being completed and operational. The Certificate of Occupancy was issued on August 10th after the completion of exterior civil requirements and final acceptance of the special inspection reports. Aspen Dental is well under way with the exterior framing and roof structure complete. The underground rough -ins for plumbing, electrical, and mechanical are complete. The roofing system is being installed as well as the exterior moisture barrier in preparation for the EFIS (Exterior Finish and Insulation System). Interior walls have been completed; insulation of the exterior envelope has been completed. Civil site improvements are in progress, and we are anticipating occupancy near September 30th. Dahlheimer Beverage began construction of their 97,000 SF addition this past week. Council Connection — 8/22/16 Kraus - Anderson is the general contractor for the project and anticipates having the building shell and major civil work completed by winter freeze up. Mills Fleet Farm is a $17,600,000 project. We anticipate issuing their building permit within the next week or two. They are finalizing development fees, plat recording, and other project related items prior to the City issuing a permit. They also anticipate having the building shell and major civil work completed by winter freeze up. The State of MN adopted MN Rules Chapter 7511 — 2012 International Fire Code with State amendments this past spring. It is now known as the 2015 MN Fire Code. As always, there are some ripples when moving from the old 2007 code to the new one. We are making every effort to provide for a smooth transition. ,4CITY OF Monti6eflo COUNCIL CONNECTION AUGUST 22, 2016 COMMUNITY DEVELOPMENT DEPARTMENT — ECONOMIC DEVELOPMENT July & August 2016 Meetings • July 25, 2016 — Meeting with Mary Barger, Suburban Manufacturing Purpose of meeting was to introduce myself and discuss possibly allowing outdoor storage in Otter Creek Business Park • July 25, 2016 —Meeting with Mike Maher, Karlsburger Foods Purpose of meeting was to introduce myself and discuss possibly allowing outdoor storage in Otter Creek Business Park • July 25, 2016 — Meeting with Steve Hayes, Walker In Store Purpose of meeting was to introduce myself and discuss possibly allowing outdoor storage in Otter Creek Business Park • August 15, 2016 -Meeting with Kathleen and Mike Froslie, Antique Store (Block 52) Meeting purpose was to introduce myself and discuss potential redevelopment of the Block 52 • August 16,2016— Chamber of Commerce Luncheon Purpose of the meeting was an update on the transportation improvements in the City and region Otter Creek Business Park - Restrictive Covenants This item is presented as an update to the City Council regarding possibly amending existing or establishing new restrictive covenants allowing outdoor storage in Otter Creek Business Park. The EDA directed staff to continue with further steps researching the support for and /or concerns in this regard. Council Connection — 8/22/16 The genesis of this item stems from an inquiry by a local firm, Groebner, Inc., in acquiring a parcel in Otter Creek Business Park for development if they could also have an accessory use of a small amount of outside storage. They plan to meet all other covenant requirements, i.e. concrete building, 10 percent of lot with landscaping and irrigation of plantings. At the June EDA meeting, a first draft of possible outdoor storage standards was presented for review. The EDA directed staff to seek feedback from Groebner and also from the present occupants of Otter Creek Business Park. At the August EDA meeting, staff were further directed to proceed with additional due diligence steps by sending written correspondence to the occupants of Otter Creek Business Park inviting them to participate in a public comment session at the September meeting and to also provide an update to the City Council regarding support for or concerns of allowing outdoor storage. It should be noted that the restrictive covenants instruments were adopted by the City Council due to the City having ownership of the land at the time of the original and subsequent Otter Creek Business Park plats. The key issue in the discussion is the size or volume of land area devoted to outdoor storage relative to the principal building or the entire lot area. The draft standards indicate allowed storage of 30 percent of the principal building. A cap of 25,000 square feet is also proposed so the "Park" does not become dominated by outdoor storage accessory uses. The overall end goal should be to flex the standards somewhat while still achieving development that retains high quality elements and visual attractiveness. Development plans by Groebner include construction of a 30,000 to 40,000 square foot facility which in this instance equates to an outdoor storage area of 9,000 to 12,000 square feet. The proposed standards also call for complete screening by means of wall /fence materials matching the building along with vegetative landscaping elements as additional screening enhancements. No items in the outside storage area would be allowed to be higher than the height of the fence /wall. Any member of council that has further questions or is opposed to the idea of studying the prospect of allowing outdoor storage or would like more information is encouraged to ask Mayor Stumpf to add the item to a future council agenda for review and discussion. Supporting Attachment Materials A. Outdoor Storage — Possible Standards B. Sample Outdoor Storage Ordinance (e- mailed from Steve Grittman, NAC) C. Map of Otter Creek Business Park D. Illustration of scaled site showing area of outdoor storage on possible lots E. Photos of possible effective screening of outdoor storage Otter Creek — Outlots E and F Outdoor Storage Discussion Open and Outdoor Storage as an accessory use under covenants, provided that: • Outdoor storage shall be limited to 30% of the gross square footage of the principal building or 10 percent of the lot size whichever is smaller • Outside storage area shall be capped at a maximum of 25,000 square feet • The storage area shall not occupy any portion of the yard between the front building line and the adjoining public street, or the side building line and public street on a corner lot. • Outdoor storage areas must be 10' from all property lines and when adjacent to properties zoned other than industrial, shall be located a minimum of 50' feet from the adjacent property line. • The storage area shall not occupy any space required for conformity to the parking regulations of the Zoning Ordinance. • Outdoor storage areas must be kept in an orderly condition, permitting vehicular access to all materials or equipment. Lanes at least twenty (20) feet in width shall be required to meet this standard. No portion of the outdoor storage shall be more than fifty (50) feet from any access lane or other drive aisle, nor shall it block access to hydrants, fire sprinklers, or other fire- fighting equipment. • All outdoor storage must be screened completely from any right of way and adjacent property. Screening shall consist of masonry walls or fencing constructed of wood or vinyl and shall provide for 100% opacity. Gates shall be an exception to this requirement. Additional landscaping of one evergreen tree per 6' of linear fenceline required to be planted on exterior of outdoor storage area. Fences shall meet the height requirements of this ordinance. Metal fencing may be used where landscaping provides a complete year -round screen and is irrigated to ensure survivability in compliance. • Outdoor storage shall be allowed only on improved surface of asphalt or concrete. • Storage in semi - trailers shall be prohibited on site and inside of the outside storage area • Shipping containers may be allowed in the outside storage area as long as they are not visible from open gates or have a height that exceeds the screening fence /wall. • There shall be no storage of hazardous materials, as defined by the Minnesota Pollution Control Agency. • Waste or recyclable material shall be contained in a refuse container. All such containers shall be stored within a screened enclosure per the requirements of this ordinance. • The property, including buildings and exterior site areas, shall comply with all applicable fire codes. • All lighting and noise shall be in compliance with this Ordinance. NEXT STEPS Illustration example Public Comment Session at September EDA meeting Discussion with property owners Present information to City Council; feedback/concerns Vicki Leerhoff From: Stephen Grittman <sgrittman @nacplanning.com> Sent: Thursday, May 26, 2016 12:39 PM To: Angela Schumann Subject: RE: Outdoor Storage Language Thanks for the reminder — here are the two clauses, both for Conditional Use Permits, one for the lesser standard industrial district (1 -1), and one for the higher standard district (I -P). Let me know if you have any questions. -sg 1 -1, Light Industrial (lower standards): G. Open and Outdoor Storage as an accessory use, provided that: 1. The activity of outdoor storage shall require a separate business license issued by the City of Little Canada. 2. The storage area in question occupies an area no greater than sixty (60) percent of the gross square footage of the subject parcel. 3. The storage area shall not occupy any portion of the yard between the front building line and the adjoining public street, or the side building line and public street on a corner lot. 4. The storage is utilized solely by those tenants of the principal building in an amount proportionate to each tenant's occupancy of said principal building. 5. The outdoor storage of equipment or materials, as defined by this Ordinance, must be capable of moving under its own power, stored on a trailer, stored within weather -proof containers, or other storage arrangements as approved by the City Council. Storage of any material directly on the ground when the dimensions of such item are less than three (3) feet in width, length, and height, shall be prohibited wherever the City Council determines that reasonable alternatives exist consistent with this section. 6. When storage or shipping containers are utilized, the following regulations shall apply: a. Containers shall be those manufactured expressly for the purpose of storing and /or shipping materials. b. No container, for the purpose of this ordinance, shall be greater than forty (40) feet in length, eight (8) feet in width, or eight and one half (8.5) feet in height. c. No more than one (1) such container may be allowed for each seven thousand five hundred (7,500) square feet of lot area. d. Containers shall not be stacked or arranged to exceed the eight and onehalf (8.5) foot height. e. Containers shall be painted to match or be complementary in color to the principal building, and shall be maintained to avoid rusting or other visible deterioration of the container. f. There shall be no storage of hazardous materials, as defined by the zoning ordinance Section 902 of this Ordinance, within any such container. 7. Outdoor storage areas must be kept in an orderly condition, permitting vehicular access to all materials or equipment. Lanes at least twenty (20) feet in width shall be required to meet this standard. No portion of the outdoor storage shall be more than fifty (50) feet from any access lane or other drive aisle, nor shall it block access to hydrants, fire sprinklers, or other fire - fighting equipment. Except for construction equipment which is stored or parked in its most compact condition, outdoor storage may not exceed eight (8) feet in height as measured from the ground on which it is located. 8. The storage area shall be fenced and fully screened from adjoining non - industrial property, park and trail areas, and public right of way. Where properly fenced and screened, outdoor storage may encroach into the required side or rear yard setback area. Gates may be excluded from this screening requirement as provided for in Section 903.020.0.6. 9. Screening shall consist of masonry walls or fencing constructed of wood or vinyl, as well as landscaping. Metal fencing may be used where landscaping provides a complete year -round screen and is irrigated to ensure survivability in compliance with Section 903.020.F (Fences) of this Ordinance. 10. Waste or recyclable material shall be contained in a refuse container. All such containers shall be stored within a screened enclosure within the rear yard of the property. 11. The storage area shall be paved with asphalt, concrete, or other material approved by the City Council. 12. The storage area shall not occupy any space required for conformity to the parking regulations of the Zoning Ordinance. 13. The property, including buildings and exterior site areas, shall comply with all applicable fire codes. 14. All lighting shall be hooded and so directed that the light source shall not be visible from the public right -of -way or from neighboring residential uses, and shall be in compliance with Section 903.020.1 of the Zoning Ordinance. 15. All other provisions and requirements as deemed necessary by the City Council. I -P, Industrial Park District (higher standards): A. Open and outdoor storage as an accessory use, provided that: 1. Storage area, in combination with semi -truck or trailer parking as defined in Section 918.040.6 of this Ordinance does not exceed twenty -five (25) percent of the gross floor area of the principal structure or ten (10) percent of the lot area, whichever is less. 2. The area is fenced and screened from view of neighboring residential uses and districts in compliance with Section 903.020.G of this Ordinance. Depending on the height of the equipment and /or materials to be stored, additional screening may be required. 3. Storage is screened from view of the public right -of -way in compliance with Section 903.020.G of this Ordinance. Depending on the height of the equipment and /or materials to be stored, additional screening may be required. Gates may be excluded from this screening requirement as provided for in Section 903.020.0.6. 4. Storage area is black top or concrete. 5. All lighting shall be hooded and so directed that the light source shall not be visible from the public right -of -way or from neighboring residences and shall be in compliance with Sections 902.020.1 of this Ordinance. 6. Area does not take up parking space as required for conformity to this Ordinance. 7. The provisions of Section 921.010.0 of this Ordinance are considered and satisfactorily met. 2 8. No outdoor storage area shall include storage of materials that are considered hazardous materials by the Minnesota Pollution Control Agency. 9. No outdoor storage shall be permitted in any yard except the rear yard of the property. In any yard, no outdoor storage area in the I -P, Industrial Park District, shall be closer to any property line than ten (10) feet. 10. When storage or shipping containers are utilized, the following regulations shall apply: a. Containers shall be those manufactured expressly for the purpose of storing and /or shipping materials. b. No container, for the purpose of this ordinance, shall be greater than forty (40) feet in length, eight (8) feet in width, or eight and one half (8.5) feet in height. c. No more than one (1) such container may be allowed for each fifteen thousand (15,000) square feet of lot area, but shall in no case exceed the provisions for outdoor storage in the I -P zoning district generally. d. Containers shall not be stacked or arranged to exceed the eight and onehalf (8.5) foot height. e. Containers shall be painted to match or be complementary in color to the principal building, and shall be maintained to avoid rusting or other visible deterioration of the container. f. There shall be no storage of hazardous materials, as defined by the zoning ordinance Section 902 of this Ordinance, within any such container. From: Angela Schumann [mailto:Angela .Schumann @ci.monticello.mn.us] Sent: Thursday, May 26, 2016 12:29 PM To: Stephen Grittman <sgrittman @nacplanning.com> Subject: Outdoor Storage Language Steve, Can you send me the outdoor storage language you referenced Tuesday? 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L.... L..... L......is L.. �.,.It.,.�., �.,.t,.�.,.1° -_T z sk C so hill "o 00 of Cap, Lock R -J llr 'a It- 11 ti 1. e � .r l f jj i ■ SEIM CITY OF Montkeflo COUNCIL CONNECTION JULY, 2016 9]►V ` +I Transactions July 2016, the DMV processed 5,996 transactions 24 more than July 2015. DMV year -to date revenue is $333,147.26 a decrease of $4,539.79 or -1.3 % less than same period last year. Please see the following graphs for more detail. DMV RECAP COMPARISON FOR 2011 -2016 MONTH/ YEAR Monthly Transaction Count Monthly TOTAL$ COLLECTED Monthly DMV Revenue Monthly Transaction Count Change over Prior Year Monthly DMV Revenue Change over Prior Year Jan -11 4,858 $ 1,055,111.55 $ 21,371.58 #VALUE! #VALUE! Jan -12 5,522 $ 1,278,495.17 $ 37,534.44 664 $ 16,162.86 Jan -13 5,633 $ 1,320,990.85 $ 39,764.77 111 $ 2,230.33 Jan -14 5,866 $ 1,446,610.41 $ 40,164.33 233 $ 399.56 Jan -15 6,408 $ 1,638,758.42 $ 46,375.32 542 $ 6,210.99 Jan -16 6,661 $ 1,552,700.05 $ 44,032.68 253 $ (2,342.64) Feb -11 4,982 $ 1,032,897.31 $ 27,624.07 $ 6,210.99 15.5% Feb -12 5,652 $ 1,173,015.71 $ 42,748.36 670 $ 15,124.29 Feb -13 5,500 $ 1,186,703.62 $ 40,770.21 (152) $ (1,978.15) Feb -14 5,817 $ 1,248,557.39 $ 38,910.70 317 $ (1,859.51) Feb -15 6,103 $ 1,552,724.23 $ 44,029.96 286 $ 5,119.26 Feb -16 7,259 $ 1,581,346.40 $ 48,448.86 1,156 $ 4,418.90 Mar -11 6,097 $ 1,210,709.86 $ 33,573.49 -1.8% 11,683 Mar -12 6,802 $ 1,496,197.56 $ 50,458.91 705 $ 16,885.42 Mar -13 5,529 $ 1,287,220.07 $ 36,276.31 (1,273) $ (14,182.60) Mar -14 6,587 $ 1,508,292.16 $ 46,503.21 1,058 $ 10,226.90 Mar -16 8,224 $ 1,834,522.51 $ 58,145.73 1,637 $ 11,642.52 Mar -15 8,151 $ 1,950,443.29 $ 51,586.81 (73) $ (6,558.92) Apr -11 5,961 $ 1,118,188.94 $ 32,097.64 16,662 (1,314) Apr -12 5,528 $ 1,311,367.72 $ 44,250.68 (433) $ 12,153.04 Apr -13 6,207 $ 1,410,940.74 $ 44,208.19 679 $ (42.49) Apr -14 6,769 $ 1,545,140.80 $ 49,621.43 562 $ 5,413.24 Apr -15 7,138 $ 1,796,965.46 $ 50,202.02 369 $ 580.59 Apr -16 7,026 $ 1,833,262.26 $ 48,811.36 (112) $ (1,390.66) May -11 4,851 $ 1,104,176.43 $ 33,919.73 1,606 7.3% May -12 5,974 $ 1,177,228.70 $ 37,751.18 1,123 $ 3,831.45 May -13 6,378 $ 1,416,908.77 $ 48,814.48 404 $ 11,063.30 May -14 6,705 $ 1,570,491.19 $ 47,105.14 327 $ (1,709.34) May -15 5,789 $ 1,481,427.96 $ 45,042.09 (916) $ (2,063.05) May -16 7,206 $ 1,802,503.36 $ 51,479.57 1,417 $ 6,437.48 Jun -11 5,788 $ 1,324,978.77 $ 32,731.90 $ Jun -12 5,265 $ 1,234,600.93 $ 43,378.15 (523) $ 10,646.25 Jun -13 5,283 $ 1,265,153.04 $ 37,903.81 18 $ (5,474.34) Jun -14 5,720 $ 1,460,919.68 $ 43,703.24 437 $ 5,799.43 Jun -15 6,615 $ 1,888,007.57 $ 47,720.84 895 $ 4,017.60 Jun -16 6,093 $ 1,812,167.24 $ 45,797.04 (522) $ (1,923.80) Jul -11 3,783 $ 1,024,904.55 $ 27,597.23 $ 181,318.41 Jul -12 5,169 $ 1,391,660.81 $ 38,589.10 1,386 $ 10,991.87 Jul -13 4,975 $ 1,590,494.35 $ 40,822.05 (194) $ 2,232.95 Jul -14 5,848 $ 1,949,275.49 $ 44,599.75 873 $ 3,777.70 Jul -15 5,972 $ 1,875,032.63 $ 46,171.09 124 $ 1,571.34 Jul -16 5,996 $ 1,929,365.65 $ 42,990.94 24 $ (3,180.15) Aug -11 5,415 $ 1,568,535.81 $ 38,376.01 290,156.32 $ (1,359.64) Aug -12 5,043 $ 1,742,588.88 $ 39,507.10 (372) $ 1,131.09 Aug -13 4,909 $ 1,594,192.26 $ 38,529.59 (134) $ (977.51) Aug -14 5,514 $ 1,744,064.13 $ 43,820.89 605 $ 5,291.30 Aug -15 5,663 $ 1,750,523.66 $ 42,361.98 149 $ (1,458.91) Aug -16 - $ - $ - - -- $ - Sep -11 4,733 $ 1,607,007.19 $ 33,657.59 $ 27,079.25 8.7% Sep -12 3,862 $ 1,226,543.67 $ 31,889.50 (871) $ (1,768.09) Sep -13 4,962 $ 1,593,901.77 $ 36,622.06 1,100 $ 4,732.56 Sep -14 4,554 $ 1,521,340.40 $ 35,071.79 (408) $ (1,550.27) Sep -15 5,337 $ 1,926,111.81 $ 40,759.00 783 $ 5,687.21 Sep -16 - $ - $ - - -- $ - Oct -11 4,032 $ 1,045,550.78 $ 29,205.57 8.4% 48,826 Oct -12 4,580 $ 1,217,258.98 $ 36,491.03 548 $ 7,285.46 Oct -13 4,375 $ 1,306,661.53 $ 32,969.10 (205) $ (3,521.93) Oct -14 4,879 $ 1,745,519.07 $ 38,839.96 504 $ 5,870.86 Oct -15 4,888 $ 1,615,667.44 $ 37,245.25 9 $ (1,594.71) Oct -16 - $ - $ - - -- $ - Nov -11 3,752 $ 1,182,584.63 $ 29,130.88 53,380 4,004 Nov -12 3,628 $ 1,100,487.25 $ 29,241.07 (124) $ 110.19 Nov -13 3,696 $ 1,062,780.01 $ 27,357.25 68 $ (1,883.82) Nov -14 4,205 $ 1,213,032.90 $ 33,506.13 509 $ 6,148.88 Nov -15 4,350 $ 1,373,939.02 $ 32,456.61 145 $ (1,049.52) Nov -16 - $ - $ - - -- $ - Dec -11 4,005 $ 1,093,117.04 $ 25,931.39 4,508 8.4% Dec -12 5,974 $ 1,026,924.27 $ 27,108.50 1,969 $ 1,177.11 Dec -13 4,973 $ 1,242,071.18 $ 32,139.83 (1,001) $ 5,031.33 Dec -14 4,998 $ 1,549,981.22 $ 35,646.77 25 $ 3,506.94 Dec -15 5,648 $ 1,541,329.76 $ 40,608.08 650 $ 4,961.31 Dec -16 - $ - $ - - -- $ - 2011TOTAL 58,257 $ 14,367,762.86 $ 365,217.08 8.7% $ 2012TOTAL 62,999 $ 15,376,369.65 $ 458,948.02 4,742 $ 93,730.94 2013 TOTAL 62,420 $ 16,278,018.19 $ 456,177.65 (579) $ (2,770.37) 2014 TOTAL 67,462 $ 18,503,224.84 $ 497,493.34 5,042 $ 41,315.69 2015 TOTAL 72,135 $ 20,275,010.47 $ 531,117.97 4,673 $ 33,624.63 2016 TOTAL 48,392 $ 12,461,788.25 $ 333,147.26 #VALUE! $ (4,539.79) Transactions Transactions DMV Revenue DMV Revenue - Accumlative Transactions Accumlative Accumlative Year -to -date Accumlative Change Change % Year -to -date Change Change 125,998 4,742 124,840 (579) -0.5% 134,924 10,084 8.1% 144,270 9,346 6.9% #VALUE! #VALUE! #VALUE! $ 21,371.58 4,858 $ 37,534.44 $ 16,162.86 75.6% 5,522 664 13.7% $ 39,764.77 $ 2,230.33 5.9% 5,633 111 2.0% $ 40,164.33 $ 399.56 1.0% 5,866 233 4.1% $ 46,375.32 $ 6,210.99 15.5% 6,408 542 9.2% $ 44,032.68 $ (2,342.64) -5.1% 6,661 253 3.9% $ 48,995.65 9,840 $ 80,282.80 $ 31,287.15 63.9% 11,174 1,334 13.6% $ 80,534.98 $ 252.18 0.3% 11,133 (41) -0.4% $ 79,075.03 $ (1,459.95) -1.8% 11,683 550 4.9% $ 90,405.28 $ 11,330.25 14.3% 12,511 828 7.1% $ 92,481.54 $ 2,076.26 2.3% 13,920 1,409 11.3% $ 82,569.14 15,937 $ 130,741.71 $ 48,172.57 58.3% 17,976 2,039 12.8% $ 116,811.29 $ (13,930.42) -10.7% 16,662 (1,314) -7.3% $ 125,578.24 $ 8,766.95 7.5% 18,270 1,608 9.7% $ 148,551.01 $ 12,967.25 18.3% 20,735 2,465 13.5% $ 144,068.35 $ (4,482.66) -3.0% 22,071 1,336 6.4% $ 114,666.78 21,898 $ 174,992.39 $ 60,325.61 52.6% 23,504 1,606 7.3% $ 161,019.48 $ (13,972.91) -8.0% 22,869 (635) -2.7% $ 175,199.67 $ 14,180.19 8.8% 25,039 2,170 9.5% $ 198,753.03 $ 13,336.25 13.4% 27,873 2,834 11.3% $ 192,879.71 $ (5,873.32) -3.0% 29,097 1,224 4.4% $ 148,586.51 26,749 $ 212,743.57 $ 64,157.06 43.2% 29,478 2,729 10.2% $ 209,833.96 $ (2,909.61) -1.4% 29,247 (231) -0.8% $ 222,304.81 $ 12,470.85 5.9% 31,744 2,497 8.5% $ 243,795.12 $ 21,490.31 9.7% 33,662 1,918 6.0% $ 244,359.28 $ 564.16 0.2% 36,303 2,641 7.8% $ 181,318.41 32,537 $ 256,121.72 $ 74,803.31 41.3% 34,743 2,206 6.8% $ 247,737.77 $ (8,383.95) -3.3% 34,530 (213) -0.6% $ 266,008.05 $ 18,270.28 7.4% 37,464 2,934 8.5% $ 291,515.96 $ 25,507.91 9.6% 40,277 2,813 7.5% $ 290,156.32 $ (1,359.64) -0.5% 42,396 2,119 5.3% $ 208,915.64 36,320 $ 294,710.82 $ 85,795.18 41.1% 39,912 3,592 9.9% $ 288,559.82 $ (6,151.00) -2.1% 39,505 (407) -1.0% $ 310,607.80 $ 22,047.98 7.6% 43,312 3,807 9.6% $ 337,687.05 $ 27,079.25 8.7% 46,249 2,937 6.8% $ 333,147.26 $ (4,539.79) -1.3% 48,392 2,143 4.6% $ 247,291.65 41,735 $ 334,217.92 $ 86,926.27 35.2% 44,955 3,220 7.7% $ 327,089.41 $ (7,128.51) -2.1% 44,414 (541) -1.2% $ 354,428.69 $ 27,339.28 8.4% 48,826 4,412 9.9% $ 380,049.03 $ 25,620.34 7.2% 51,912 3,086 6.3% $ 280,949.24 46,468 $ 366,107.42 $ 85,158.18 30.3% 48,817 2,349 5.1% $ 363,711.47 $ (2,395.95) -0.7% 49,376 559 1.1% $ 389,500.48 $ 25,789.01 7.1% 53,380 4,004 8.1% $ 420,808.03 $ 31,307.55 8.0% 57,249 3,869 7.2% $ --- 310,154.81 -- --- --- 50,500 --- --- $ 402,598.45 $ 92,443.64 29.8% 53,397 2,897 5.7% $ 396,680.57 $ (5,917.88) -1.5% 53,751 354 0.7% $ 428,340.44 $ 31,659.87 8.0% 58,259 4,508 8.4% $ 458,053.28 $ 29,712.84 6.9% 62,137 3,878 6.7% $ --- 339,285.69 --- --- --- 54,252 --- --- $ 431,839.52 $ 92,553.83 27.3% 57,025 2,773 5.1% $ 424,037.82 $ (7,801.70) -1.8% 57,447 422 0.7% $ 461,846.57 $ 37,808.75 8.9% 62,464 5,017 8.7% $ 490,509.89 $ 28,663.32 6.2% 66,487 4,023 6.4% $ --- 365,217.08 --- - -- --- 58,257 --- --- $ 458,948.02 $ 93,730.94 25.7% 62,999 4,742 8.1% $ 456,177.65 $ (2,770.37) -0.6% 62,420 (579) -0.9% $ 497,493.34 $ 41,315.69 9.1% 67,462 5,042 8.1% $ 531,117.97 --- $ 33,624.63 --- 6.8% --- 72,135 --- 4,673 -- 6.9% -- 125,998 4,742 124,840 (579) -0.5% 134,924 10,084 8.1% 144,270 9,346 6.9% #VALUE! #VALUE! #VALUE! $400,000 $350,000 $300,000 $250,000 $200,000 $150,000 $100,000 $50,000 DMV Year -to -Date Revenue Comparison July 2011 July 2012 July 2013 July 2014 July 2015 July 2016 `74 CITYiOF Monto COUNCIL CONNECTION AUGUST 22, 2016 HI -WAY LIQUORS Vikings Children's Fund Hi -Way Liquors is currently participating in the annual VCF "Show Your Horns" charity drive. Now through October 15, 2016, we will be asking customers to donate a dollar (or more) to the VCF. When they do, they write their name or a family - friendly message on a paper Viking horn, and we put it up in the store. At the end of the drive, we run a report to show the total dollars donated, and the city cuts a check directly to the VCF for that amount. Through this program Hi -Way Liquors has been able to utilize the VCF to secure Minnesota Viking players for our Riverfest in -store signing events. It's a win -win! Hi -Way Liquors Sales through July 31, 2016 Attached are schedules and charts for total sales and for each major sales category through the end of July 2016. Hi -Way Liquors Sales Report 7/31/2016 Total Sales Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 CYM -LYM Y -T -D Jan $ 249,670.43 $ 316,280.10 $ 300,631.85 $ 296,838.64 $ 302,114.52 $ 328,004.13 $ 355,029.76 $ 380,425.45 $ 364,675.32 -4.1% -4.1% Feb 255,440.36 284,988.38 285,584.50 315,239.00 307,385.41 337,923.99 333,487.18 347,777.77 362,746.98 4.3% -0.1% Mar 295,257.14 318,050.39 324,062.21 335,032.60 388,195.21 408,071.17 377,391.62 388,003.16 401,256.91 3.4% 1.1% Apr 281,365.81 346,738.34 369,112.88 389,543.24 347,321.09 388,395.50 389,250.82 421,280.89 428,729.44 1.8% 1.3% May 377,177.10 384,337.08 399,489.67 409,309.12 433,829.01 436,195.21 498,095.67 523,401.05 482,917.95 -7.7% -1.0% Jun 350,727.93 381,782.23 377,458.15 409,726.07 461,423.68 440,255.04 426,392.73 474,203.81 470,585.33 -0.8% -1.0% Jul 409,870.50 430,838.23 466,122.69 466,738.15 447,452.18 485,459.76 479,174.06 542,973.27 527,519.46 -2.8% -1.3% Aug 409,575.96 383,523.07 386,245.30 408,734.83 445,158.94 503,181.84 484,955.71 470,505.22 - Sep 317,846.07 346,900.80 346,557.62 373,719.64 390,399.33 379,381.19 397,495.82 439,444.29 Oct 351,268.98 360,742.04 375,367.40 365,702.14 372,676.23 396,328.87 409,967.74 460,096.82 Nov 332,605.88 341,875.49 360,661.96 376,855.40 421,960.12 424,038.37 465,299.53 474,241.74 Dec 436,379.03 454,982.63 485,617.01 505,482.70 527,865.36 518,379.58 549,200.76 569,707.38 Total $4,067,185.19 $4,351,038.78 $4,476,911.24 $4,652,921.53 $4,845,781.08 $5,045,614.65 $5,165,741.40 $5,492,060.85 $ 3,038,431.39 Change $ 283,853.59 $ 125,872.46 $ 176,010.29 $ 192,859.55 $ 199,833.57 $ 120,126.75 $ 326,319.45 $ (2,453,629.46) Change % 7.0% 2.9% 3.9% 4.1% 4.1% 2.4% 6.3% -44.7% $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 Monthly Hi -Way Sales Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec ■ 2008 ■ 2009 is 2010 ■ 2011 7 2012 ■ 2013 2014 2015 ■ 2016 Hi -Way Liquors Sales Report 7/31/2016 Beer Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 CYM -LYM Y -T -D Jan $ 122,218.36 $ 157,849.78 $ 146,246.32 $ 143,906.08 $ 149,406.45 $ 160,903.32 $ 173,814.13 $ 191,370.26 $ 176,483.68 -7.8% -7.8% Feb 121,734.33 137,055.23 140,624.54 150,075.08 150,589.28 162,865.75 161,168.63 164,508.11 175,055.27 6.4% -1.2% Mar 138,889.05 155,196.13 164,157.70 163,595.55 203,957.25 192,607.52 185,325.68 192,955.79 199,141.66 3.2% 0.3% Apr 146,613.65 178,834.20 189,978.23 194,504.16 179,486.77 186,134.31 198,195.77 219,756.39 228,133.10 3.8% 1.3% May 201,232.14 210,097.48 223,678.47 208,963.65 227,664.73 234,738.30 256,188.77 259,306.91 250,403.11 -3.4% 0.1% Jun 193,801.97 207,793.83 206,043.42 224,769.03 259,671.21 243,389.79 238,322.11 263,421.95 263,264.15 -0.1% 0.1% Jul 226,317.96 229,199.79 260,971.50 258,734.60 253,648.64 273,319.54 265,555.32 301,867.65 296,513.68 -1.8% -0.3% Aug 226,653.65 203,222.86 211,996.32 216,546.53 242,179.20 281,577.25 267,802.95 253,141.21 Sep 166,679.60 183,586.32 183,865.70 199,170.24 208,974.88 202,213.80 211,854.94 233,215.56 Oct 176,382.34 179,873.10 190,893.27 180,043.06 187,386.57 191,764.20 210,454.13 234,882.09 Nov 158,322.50 154,584.13 168,265.14 171,866.27 195,276.37 192,162.71 202,081.91 207,055.40 Dec 187,691.06 190,655.19 203,080.13 216,560.71 224,952.83 217,491.21 234,178.12 241,996.27 Total $2,066,536.61 $2,187,948.04 $2,289,800.74 $2,328,734.96 $2,483,194.18 $2,539,167.70 $2,604,942.46 $2,763,477.59 $ 1,588,994.65 Change $ 121,411.43 $ 101,852.70 $ 38,934.22 $ 154,459.22 $ 55,973.52 $ 65,774.76 $ 158,535.13 $ (1,174,482.94) Change % 5.9% 4.7% 1.7% 6.6% 2.3% 2.6% 6.1% -42.5% Monthly Beer Sales $350,000 ■ 2008 $300,000 ■ 2009 $250,000 ■ 2010 $200,000 ■ 2011 $150,000 ■ 2012 $100,000 ■ 2013 $50,000 ■ 2014 ■ 2015 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec ■ 2016 Hi -Way Liquors Sales Report 7/31/2016 Liquor Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 CYM -LYM Y -T -D Jan $ 73,930.87 $ 92,370.42 $ 91,472.50 $ 91,279.01 $ 93,085.69 $ 103,977.89 $ 113,943.25 $ 118,577.85 $ 118,211.20 Feb 74,261.89 83,513.27 85,484.92 96,541.21 92,489.93 106,387.16 107,609.55 112,198.85 113,060.59 Mar 78,870.42 88,569.65 93,133.42 101,047.04 112,244.43 124,487.55 116,316.49 118,269.49 118,839.79 Apr 76,735.80 90,627.19 95,025.54 110,898.81 98,080.67 113,594.37 115,579.47 123,841.34 126,073.89 May 103,409.29 102,041.75 106,395.62 111,586.59 114,299.35 127,622.31 135,370.38 140,116.66 129,009.36 Jun 91,805.81 103,580.02 102,086.20 115,136.72 128,604.32 124,019.90 120,291.71 136,716.81 135,763.26 Jul 105,782.85 118,883.98 122,861.98 130,624.19 123,672.73 139,270.04 139,967.77 155,436.54 150,173.35 Aug 106,489.25 103,977.01 101,487.43 113,869.37 126,065.14 141,197.73 138,660.76 136,440.40 Sep 88,448.34 94,335.50 94,528.17 103,373.64 109,153.56 107,605.71 115,119.19 129,195.42 Oct 97,046.60 102,236.90 102,983.14 103,533.14 106,326.73 116,677.74 124,271.15 140,198.97 Nov 97,348.39 90,996.73 102,298.02 105,501.75 120,127.29 126,412.24 134,241.85 132,261.11 Dec 135,221.23 143,684.12 153,690.60 159,717.50 172,370.96 175,523.36 184,746.26 190,944.24 Total $1,129,350.74 $1,214,816.54 $1,251,447.54 $1,343,108.97 $1,396,520.80 $1,506,776.00 $1,546,117.83 $1,634,197.68 $ 891,131.44 Change $ 85,465.80 $ 36,631.00 $ 91,661.43 $ 53,411.82 $ 110,255.21 $ 39,341.83 $ 88,079.85 $ (743,066.24) Change % 7.6% 3.0% 7.3% 4.0% 7.9% 2.6% 5.7% -45.5% $250,000 $200,000 $150,000 $100,000 $50,000 Monthly Liquor Sales Jan Feb Mar Apr May Jun Jul Aug Sep ■ 2008 ■ 2009 ■ 2010 ■ 2011 ■ 2012 w2013 Fm 2014 2015 Oct Nov Dec 02016 -0.3% 0.8% 0.5% 1.8% -7.9% -0.7% -3.4% -0.3% 0.2% 0.3% 0.7% -1.3% -1.2% -1.5% Hi -Way Liquors Sales Report 7/31/2016 Wine Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 CYM -LYM Y -T -D Jan $ 30,700.42 $ 41,810.19 $ 43,324.18 $ 48,437.59 $ 50,238.83 $ 54,949.83 $ 59,391.16 $ 61,128.65 $ 60,454.56 -1.1% -1.1% Feb 33,407.17 39,410.85 42,230.84 52,847.05 54,642.27 60,573.12 57,228.51 62,600.47 64,797.38 3.5% 1.2% Mar 47,603.93 45,525.38 46,165.18 54,639.16 57,735.22 77,810.58 66,425.24 67,121.51 71,840.82 7.0% 3.3% Apr 31,755.42 48,303.48 61,146.04 62,289.18 57,973.74 79,736.19 63,101.05 63,285.56 61,268.24 -3.2% 1.7% May 38,522.75 40,963.86 45,733.08 68,701.95 78,740.40 62,491.07 92,083.62 109,512.94 87,333.35 -20.3% -4.9% Jun 31,796.95 37,522.00 44,211.14 49,089.65 56,607.74 59,523.15 54,270.56 59,036.14 54,889.39 -7.0% -5.2% Jul 36,909.44 41,813.65 48,334.93 49,664.45 54,467.20 57,115.44 57,743.98 66,029.11 60,750.62 -8.0% -5.6% Aug 35,932.62 41,333.00 46,871.28 53,172.68 61,825.30 64,057.61 62,446.04 63,546.01 Sep 33,830.69 39,798.20 47,859.52 53,916.37 60,317.17 59,121.12 59,409.30 62,210.27 Oct 45,750.04 48,422.79 58,081.87 60,949.40 66,423.82 75,606.28 63,659.41 70,038.32 Nov 50,106.64 66,331.86 71,928.30 85,933.28 97,249.52 96,824.40 117,402.23 122,947.90 Dec 75,866.80 84,285.84 101,676.19 109,267.01 116,610.70 113,008.24 115,617.50 120,274.96 Total $ 492,182.87 $ 575,521.10 $ 657,562.55 $ 748,907.77 $ 812,831.91 $ 860,817.03 $ 868,778.60 $ 927,731.84 $ 461,334.36 Change $ 83,338.23 $ 82,041.45 $ 91,345.22 $ 63,924.14 $ 47,985.12 $ 7,961.57 $ 58,953.24 $ (466,397.48) Change % 16.9% 14.3% 13.9% 8.5% 5.9% 0.9% 6.8% -50.3% Monthly Wine Sales $140,000 ■ 2008 $120,000 — ■ 2009 $100,000 — ■ 2010 $80,000 — ■ 2011 $60,000 —I , ■ 2012 $40,000 2013 2014 $20,000 — 2015 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec ■ 2016 `74 CITY OF -AA MontiCdo COUNCIL CONNECTION AUGUST 22, 2016 PARKS DEPARTMENT Staff is working on the following tasks listed below: • Chipping requests. • Cemetery; selling and locating graves. • Locating Riverside grave lot pins. • Equipment /vehicle repairs. • Park rental setups. • Routine building maintenance. • Fertilizing. • Aerating. • Ballfield maintenance. • Spraying noxious weeds. • Shade tree inspections. • Brew -Fest preparations. • Irrigation repairs. • Mowing. • Fishing pier maintenance due to high water levels. Updates: • Par West Park: Staff completed the new playground installation. • City View Park Trail Connection: Staff cleared and grubbed the proposed trail connection area. Staff is also working with a local mountain bike club, Dirt Werks, on single track trail development for the park. • BCOL: Staff has started the grading of the athletic field and will be working with a local farmer to condition the field and seed the athletic complex. • Pathways: Staff is currently brush mowing pathway easements to remove overgrowth. • Ellison Park Shelter: Staff is working with a design engineer for the new shelter specifications. Once the specs are approved by the Building Department, staff will begin soil corrections to prep for footings. Council Connection — 08/22/16 STREET DEPARTMENT Shop: The shop has been busy doing normal maintenance on equipment and vehicles with other repairs as listed: • Replaced front and rear brakes on unit #113 (2003 Ford F450). • Replaced front brakes and right front ball joint on unit #178 (2001 Ford F350). • Replaced engine belts on unit #55 (2002 Chevy 1500). • Replaced fuel pump and filters on unit #216 (2003 Cushman Turf Truck). Streets: • Sign repairs in various areas. • Street light and stop light repairs. • Chip seal project has been completed in the River Forest, River Mill, Sandberg Road, and Fallon Avenue areas. • Patching curb on Broadway. • Patching streets in the Wildwood area. • Painting streetscape railing on Broadway. • Curb replacement on Broadway, Fire Hall and Briar Oakes areas. • Street sweeping as needed. Stormwater Pond: • Stormwater outfall inspections. SEWER & WATER DEPARTMENT The Sewer & Water Department has been working on the following items. • Completed sewer cleaning in the SW Quadrant. • Completed sewer cleaning in the Elm Street interceptor line. • Completed sewer cleaning in the reservoir area interceptor line. • Yearly sewer cleaning is complete with the exception of the Core City Project area. • Staff is inspecting all storm water manholes and lines to outfalls in the SW Quadrant. • Staff is locating all water, sanitary sewer, and storm water lines in the Core City Project area. • Staff is inspecting all new water mains with valves, fire hydrants with valves, sanitary sewers, including mainline and services, and storm water lines. • Staff is installing radio readers on water meters in the Meadow Oak and Briar Oakes areas (300 accounts with 18 remaining to be completed). Council Connection — 08/22/16 • Staff will begin installing radio readers on water meters in the River Mill and Mississippi Drive areas. • Staff is inspecting new water and sewer services on all new homes and commercial buildings which will include Fleet Farm and Dahlheimer's addition. • Building and lift station maintenance. • Vehicle and equipment maintenance. FYI From: Johnson, Scott D [ ma i Ito: scott. dJo hnson @xcelenergy.com] Sent: Wednesday, August 17, 2016 10:54 AM To: Jeff O'Neill Subject: Xcel Energy Rate Case Settlement FYI: Yesterday, Xcel Energy and intervening parties filed a settlement agreement with the Minnesota Public Utilities Commission in the multi -year rate case proceeding. The settlement covers rates from 2016- 2019 and includes all revenue requirements. Reliable electricity is important to our customers, which is why Xcel Energy makes continuous improvements to the infrastructure that serves them. Those improvements, and the work our employees do to keep power plants and the grid running safely and reliably, require investments. This settlement agreement will enable us to continue to invest in clean, reliable electric service for our customers, modernize our system, and continue to deliver carbon -free energy at our nuclear plants. Key settlement terms include: • The agreement reflects a four -year period covering 2016 -2019 • The revenue increases are based on the Department of Commerce's sales forecast • Annual sales true -up to weather - normalized actual sales every year • A return on equity of 9.2 percent and an equity ratio of 52.5 percent • We may continue to use existing rate riders • Up to $28 million in property taxes from 2016 (above 2015 levels) are deferred to 2018 and 2019 • We will not propose another rate request until 2020, at the earliest (where interim rates would not go in effect before Jan. 1, 2020) ■ LED street lighting capital costs will be deferred to the next rate case • A bill payment assistance program for customers with medical needs is included • The settlement reflects an increase of 2.47 percent in 2016, 1.97 percent in 2017, no increase in 2018, and a 1.65 percent increase in 2019. WHAT ABOUT THE NUCLEAR PLANTS? The settlement agreement includes investments we will make to keep all of our facilities operating safely and reliably, including our nuclear plants. An analysis of long -term needs at Prairie Island will be studied in our next Integrated Resource Plan, which will be filed in 2018. Scott Johnson Xcel Energy I Responsible By Nature Manager, Community Relations and Economic Development 8701 Monticello Lane, Maple Grove, MN 55369 P: 763 - 493 -1631 C: 612 - 750 -8557 F: 612 - 573 -9171 E: Scott. D.Johnson(a_Xcelenerg XCELENERGY.COM Please consider the environment before printing this email.