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Home My WebLink About2006 [08] Aug 03 {Book 38} Administrdtor Judy Weyrens MdYor Richdrd Cdflbom Co~ncilors AI Rdssier Ross R.ieke Renee Symdnietz Ddle Wick www.cityofstjoseph.com CITY OF ST. JOSEPH St. Joseph City Council August 3, 2006 7:00 PM 1. Call to Order 2. Approve Agenda 3. Consent Agenda a. Minutes - Requested Action: Approve the minutes of July 6 and 20, 2006. . b. Bills Payable - Requested Action: Approve check numbers 037591 - 519128. c. Change Order - Requested Action: Approve Change Order #2 for the 2006 Street Improvement Project, which results in a decrease of $31,006.50. d. Application for Payment - Requested Action: Authorize the Mayor to execute Pay Application #7 for the 2005 Hill Street/3rd Avenue SW Improvement project and authorize payment to RL Larson Excavating in the amount of $31,028.71. e. Application for Payment - Requested Action: Authorize the Mayor to execute Pay Application #5 for the Water Treatment Plant and authorize payment to John T. Jones Construction in the amount of $857,539.83. f. Application for Payment - Requested Action: Authorize the Mayor to execute Pay Application #2 for the 2006 Street Improvement Project and authorize payment to C & L Excavating in the amount of $327,335.94. g. Application for Payment - Requested Action: Authorize the Mayor to execute Application for Payment #7 for the 2005 Cloverdale Area Improvement project and authorize payment to Larson Excavating in the amount of $24,120.78. h. Application for Payment - Requested Action: Authorize the Mayor to execute Application for Payment #7 for the 2005 Northland Heights project and authorize payment to Erin Contracting in the amount of $204,795.64. i. Application for Payment - Requested Action: Authorize the Mayor to execute the Final Application for Payment #9 for the 2003 Northland Plat 7 project and authorize payment to RL Larson Excavating in the amount of $22,664.52. j. 2006 Workman's Compensation Insurance - Requested Action: Accept the recommendation of City Staff to continue with a $1,000 deductible for the Workman's Compensation Insurance. 4. Public Comments to the Agenda 5. 7:05 PM Crescent Hills a. Annexation b. Final Plat 6. 7:20 PM Graceview Estates 4 a. Final Plat 7. City Engineer Reports a. 2006 8th Avenue NE Improvements b. 2006 Sealcoat Quotes c. St. Cloud WWTF Expansion d. Water Treatment Facility Update 8. Mayor Reports 9. Council Reports 10. Administrator Reports a. Parkwood Lift Station 11. Adjourn 2) College Avenue North' PO Box bb8 . Sdint. loseph, Minnesotd )6174 Phone 120.161.7201 FdX 120.161.0142 St. Joseph City Council August 3, 2006 FOR THE OFFICIAL RECORD PLEASE SIGN YOUR NAME AND ADDRESS NAME 2. 3. 1. &/k~<,~/'~ ;Zolr/-~/ q)~~ 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. ADDRESS JA~er'/J- . . Q/fI ~- July 6, 2006 Page 1 of 5 Pursuant to due call and notice thereof, the City Council for the City of St Joseph met in regular session on Thursday, July 6,2006 at 7:00 PM in the StJoseph City Hall. Members Present: Mayor Richard Carlbom, Councilors AI Rassier, Dale Wick, Ross Rieke, Renee Symanietz, City Administrator Judy Weyrens City Representatives Present: City Engineer Tracy Ekola Others Present: Bob & Ellen Wahlstrom, Tom Muske, Jim & Mary Ann Graeve Approve Aqenda: Wick made a motion to approve the agenda; seconded by Rassler and passed unanimously. Consent Aqenda: Symanietz made a motion to approve the consent agenda as follows: a. Minutes - Approve minutes of May 18, June 1 and June 15, 2006. b. Bills Payable - Approve check numbers 037437-037535. c. Application for Payment - Authorize the Mayor to execute Application for Payment #1 for the 2006 Street Improvement Project and authorize payment to Northern Escrow Inc c/o C & L Excavating in the amount of $180,177.24. d. Application for Payment - Authorize the Mayor to execute Application for Payment #4 for the Water Treatment Plant and authorize payment to John TJones in the amount of $562,077 .42. e. Temporary Outdoor Music/Liquor Permit - Authorize the Mayor and Administrator to issue a Temporary Outdoor Music/Liquor Permit for events to be held on July 12, August 9, and September 13, 2006 contingent upon no noise violations after each event. . f. Development Agreement Amendment - Authorize the Mayor and Administrator to execute the Developer Agreement Amendment for Northland Heights. g. SEH Contract - Authorize the Mayor and Administrator to execute the contract between SEH and the City of S1. Joseph for engineering services. The motion was seconded by Rassier and passed unanimously. Public Comments to the Aqenda: - No one present wished to speak. Public Hearinq - 8th Avenue NE Improvements: Carlbom called the public hearing and stated that the purpose ofthe hearing was to consider the making of an improvement on 8th Avenue NE between Minnesota Street E and CSAH 75 to include utility extension and street, curb and gutter. Carlbom turned the hearing over to the City Engineer, Tracy Ekola. Ekola stated that the stated that the Auto By Owner property owner inquired as to the possibility of extending services to their property. The Council has been working on providing services to island areas and agreed to initiate the improvement process. Ekola continued to discuss the specifics of the proposed improvement She stated that the proposed improvement includes six properties of which three have sewer service and two have water service. She stated that some of the affected properties already have services from Minnesota Street The existing street, currently under Stearns County Jurisdiction, is 35 years old and only 24' wide. In order to bring this street to City standards, it must be widened to 32' with curb and gutter. The project consists of widening the street along with repairing the driveways, storm sewer improvements and adding catch basins. Ekola stated that they plan to construct curb and gutter from Minnesota Street to the North end of the St. Joseph Business Center and Auto Buy Owner driveways. Rassier questioned whether those with two driveways would have both driveways replaced. Ekola stated that they would. Ekola added that there are a few oversize lots and the assessments for those lots would be deferred until the property is split According to Ekola, there is a change to one of the lots as it can be sub-divided, adding an additional deferred charge. July 6, 2006 Page 2 of 5 Ekola advised the Council and the public that the assessments are based on the following: . Interior Lot - based on front footage . Corner Lot - based on Y2 long side and 100% of the short side . Sanitary Sewer and Water Main - based on number of units. She stated that Stearns County will be responsible for the center 24' of the street improvement and the property owners would be responsible for the balance of the costs. If this were a street replacement, they would only be assessed a portion due to the fact that they were already assessed once for the street. After the final assessment hearing, the residents will have the option to pay for their assessments in full within 30 days with no interest or have those assessments added to their taxes at a interest rate of approximately 6% over 15 years. Ekola stated that the total costs for the project, based on 2006 construction costs, is estimated to be $202,038. The estimate includes the following: . Street, Curb, Gutter $69,129 . Sanitary Sewer $45,715 . Water Main $75,673 . Storm Sewer $11,521 $50.45/Lin Ft. $4,155/Unit $6,306/Unit Of those total costs, Ekola stated that the cost sharing would be as follows: . Residents $170,000 . County $21,000 . City $11,500 In response to questions asked by the Council, Ekola stated that the costs for this project are very close to other City projects. She also stated that the assessments do not include any WAC/SAG charges. In order for this project to be completed in 2006,' the following schedule must be adopted: . Public Improvement Hearing 06-27-06 . Authorize for Advertisement of Bids 08-03-06 . Publish Advertisement of Bids 08-04-06 . Bid Opening 08-29-06 . Award the Bid 08-31-06 (Special Hearing) Mary Ann Graeve, 619 Minnesota Street E, approached the Council with some questions relating to the project. She questioned why the homeowner is liable for 100% of the costs for the street. Weyrens stated that it is a City policy and that residents are charged once, at 100%, for street improvements. Any future improvements are assessed at 60%. Graeve also questioned the ditches and stated they currently serve as a swale. Therefore, she does not see a benefit to control the storm water, which, in her opinion, will rush all the contaminants into the rivers, which eventually causes illnesses. She concluded by stating that the improvement should not be done to provide for business development. Carlbom questioned Ekola as to why curb & gutter is needed rather than the possibility of rain gardens. Ekola stated that this area would not be a good area for rain gardens due to the fact that the southern portion of 8th Avenue slopes down to E Minnesota Street causing the water to run too fast. The storm sewer along EMinnesota Street is set up to handle their runoff and because the increase in impervious surface is less than 1 acre, that storm sewer can continue to handle the runoff. Ekola stated that if Pleasant Acres were to be annexed, that may be a good area for rain gardens because it would be too difficult to put in curb, gutter and storm sewers. Ef/en Wahlstrom, 409 8th Avenue NE, approached the Council as well. She stated that when she moved into their home in 1957, the road was already there and there have been no problems with the road. According to Wahlstrom, there is never a great deal of water collecting in ttie ditches because it is all running to the storm sewers. She concluded by stating that she does not think that gutters are attractive on City Streets due to all of the items collecting around them. July 6, 2006 Page 3 of 5 Tom Muske, 707 Minnesota Street E, questioned the Council as to who will benefit from the improvements, as this is basically a dead end street. Jim Graeve, 619 Minnesota Street E, approached the council questioning the need for curb and gutter. He also stated that he sees no need for the street to be widened, as there will not be any increase in the amount of traffic. According to Ekola, curb and gutter helps to control storm water flow and drainage as well as provides for an orderly manner for snowplowing and parking. She also stated that the street is needed because the utilities would be constructed under the road rather than in the boulevards. Wick made a motion to close the public hearing at 7:50 PM; seconded by Symanietz. Carlbom questioned the reason for ending the curb and gutter at the driveways to Auto Buy Owner and the St. Joseph Business Center. Ekola stated that there is a Stearns County grant-in-aid snowmobile trail that follows the CR 75 ditch and thus there cannot be curb and gutter at that crossing for safety issues. Rassier added that, at the top of the hill, the water can run into the ditches. According to Carlbom, these residents should be on City water/sewer. Weyrens added that this project has been discussed three times prior to this. At some point the utilities will need to be extended. The City has a situation where a property owner has the desire to develop their property and need water and sewer to do so. Rassier stated that when projects like these are needed they should be done right away rather than waiting for someone to request services. Wick stated that there are residents in the City who are not currently on City sewer/water. If this project is delayed any longer, the costs may double. There were some questions relating to the assessments for the Auto Buy Owner site. Weyrens stated that they would be asked to pay the entire assessment up front rather than an in lieu of charge. Symanietz questioned how the City would finance this project. According to Weyrens, the City can finance the improvements with the use of bonds issued through a local bank. Wick made a motion to table the discussion of the 8th Avenue NE Improvements until July 12, 2006 at 5:30 PM. The motion was seconded by Symanietz, Discussion: Rassier clarified that the public hearing has been closed, therefore the Council will not be accepting additional testimony on July 12, 2006. The motion passed unanimously. CITY ENGINEER REPORTS 2006 Seal Coat Quotes: Ekola advised the Council that she has met with Taufen regarding the proposed 2006 Seal Coat project. She stated that each year the Public Works Director budgets for seal coating. Over the past ten years seal coating was not completed resulting in a need to do large portions of streets. The seal coating helps protect the street providing for maximum life of the same. Ekola stated the City should be seal coating street every years and all streets should be seal coated twice. Seal coating is typically completed after seven years and then again after 12 years. Most streets will last about 25 years before needing to have mill and overlay done. She mentioned that residents are not assessed for seal coating projects, however, they are assessed when the street has mill and overlay done. Rieke and Rassier stated that if the streets are taken care of, they will last longer. There are three areas of town, which they have targeted for seal coating in 2006: . · 5th Avenue NE from Fir Street E to Gumtree Street E, Fir Street E from 5th Avenue NE to Northland Drive · 9th Avenue SE from Minnesota Street E to Baker Street E. · Baker Street E from approximately 1ih Avenue SE to 16th AvenueSE, 1ihAvenue SE from Callaway Street E to approximately Baker Street E, Pond View Lane from approximately July 6, 2006 Page4 of 5 Callaway Street E to Baker Street E, 13th Avenue SE to approximately Baker Street E, Callaway Street E From Pond View Lane to 1ih Avenue SE Rassier made a motion to authorize the City Engineer to get quotes for seal coating the areas identified above. The motion was seconded by Rieke and passed unanimously. MA VOR REPORTS School Committee MeetinQ: Carlbom advised the Council that the School Committee Meetings for the new k-8 school will be held at 6:30 PM on Wednesdays at the district administration offices. 4th of Julv: Carlbom stated that the 4th of July w~ekend was wonderful and there were a lot of great events. COUNCIL REPORTS SYMANIETZ St. Joseph Chamber MeetinQ:Symanietz attended the St. Joseph Chamber meeting at which they discussed a possible St. Joseph night at the River Bats. The event will be similar to last year and there will be tickets sold at local businesses. They hope to sell 500 tickets and the event will take place on August 2, 2006. LMC Conference: Symanietz reported that she attended the LMC Conference in Duluth and she was appointed to the Planning Committee. WICK Downtown Committee MeetinQs: Wick stated that the following groups will be meeting: . Promotions July 13, 2006 5:30 PM . Urban Environment July 20, 2006 5:30 PM . Organizational July 12, 2006 7:30 AM @ College of St. Benedict RASSIER Reqional Human Riqhts Task Force: Rassier stated that he attended the meeting about the regional human rights office. They are requesting that two of their representatives be allowed to come give a brief presentation to the Council and they also have a resolution to which they are seeking approval as well. Rassier added that they would have numbers with them for, budgeting purposes. Support: Rassier thanked everyone for their support of the loss of his mother. RIEKE EDA: Rieke stated that the EDA report is available for review. Rassier questioned the potential development of the 13 acres along CR 75. Weyrens stated that Corborns plans to begin the planning stage this fall. ADMINISTRATOR REPORTS WaterinQ Ban: Weyrens stated that the capacity for water use is reaching its maximum. Residents are able to water between the hours of 7PM and 7 AM using the odd/even watering system. She stated that the Police Department will be strictly enforcing the Ordinance. Rieke announced that the solution to the water issue is in progress. Ekola added that the goal is to have the Water Treatment Plant running by April 2007. The current capacity for the water tower is 1 million July 6, 2006 Page 5 of 5 gallons/day and the new plant will have a capacity of 2 million gallons/day. This will result in total capacity of 3 million gallons/day. Ekola also added that the new facility could be expanded to pump 3 million gallons/day with no building expansions. Weyrensadvised the Council that they would be going on a tour of the new facility on July 12 at 4:30 PM. LMC: Symanietz reported that the LMC offers rewards to Cities of Excellence and the City will have a chance to win some money for this. Adiourn: Symanietz made a motion to adjourn at 8:40 PM; seconded by Rieke and passed unanimously. Judy Weyrens Administrator July 20, 2006 Page 1 of 7 Pursuant to due call and notice thereof, the City Council for the City of S1. Joseph met in regular session on Thursday, July 20, 2006 at 7:00 PM in the St. Joseph City Hall. Members Present: Mayor Richard Carlbom, Councilors AI Rassier, Dale Wick, Ross Rieke, Renee Symanietz, City Administrator Judy Weyrens City Representatives Present: City Engineer Tracy Ekola Others Present: Mark Jaede, Jason Anderson, Marcia Summer, Ruth Weichman, Jeanie Wilkens, Merle Nolde OS8, Janice Wedl OS8, 8etsy Hunger, Phil Welter, David Trip, Terry Moulefert, Tom Cruikshank, Ruth Nierengarten OS8, Keith Eickhoff OS8, Renee Dmeiers OS8, Sheila Rausch, Thomasette Scheeler, Jim Graeve, Bernie Evans Approve Aoenda: Wick made a motion to approve the agenda; seconded by Symanietz and passed unanimously. Consent Aqenda: ~assier made a motion to approve the consent agenda as follows: a. Bills Payable - Approve check numbers 037356-037590 b. Market Study - Accept the recommendation of the Downtown Committee authorizing the expenditure not to exceed $25,000 for a Market Study for development. c. Application for Payment - Authorize the Mayor to execute Pay Application #6 for the 2005 Northland Heights Project and authorize payment to Erin Contracting in the amount of $292,458.45. d. Alternative Enforcement Grant - Authorize the Mayor and Administrator to accept the Alternative Enforcement Grant in the amount of $1,200 from the Department of Public Safety. e. Donation...;., Accept the donation from the St. Joseph Chamber in the amount of $250 for street beautification. f. Gambling Application - Accept the Lawful Gambling Application for the Central MN Chapter, MN Deer Hunters Association, for an event to be held on September 27, 2006 at Trobec's Event Center. Symanietz thanked the chamber for their donation for the street beautification. The motion was seconded by Symanietz and passed unanimously. Public Comments to the Aqenda: - No one present wished to speak. St. Joseph Action Group: Phil Welter, 29413 Kiwi Ct, approached the Council to present the 4th petition in opposition to the proposed Field Street Corridor. That petition, signed by S1. Joseph Business Owners, had a total of 37 signatures bringing the total number of signatures to 690. Human Riqhts Task Force: Ruth Weichman and Mark Jaede with the Great River Interfaith Partnership presented the Council with some additional information regarding their efforts for a regional human rights office. They stated that they have spent 14 months working on creating a regional human rights office in S1. Cloud. They discovered one challenge and that is how to avoid taxing the same people twice. The ideal situation would be one in which there was a tri-state office between Stearns, Benton, and Sherburne. At this time, they are asking the area cities to adopt a resolution entering into negotiations with the S1. Cloud for services. Weyrens stated that this item will be discussed at the Intergovernmental Meeting and adoption would be recommended at that time. Jaede stated that the resolution is simply intent to negotiate and there would be no money required at that time. When asked where other cities are at with this item, Weichman advised the Council that Waite Park did not pass the resolution at their last council meeting; however, they did agree to put this in their budget for 2007. Jaede added that no other cities July 20, 2006 . Page 2 of 7 have passed the resolution yet. After discussions with Sartell and Sauk Rapids, Weyrens stated that she was under the impression that they are waiting for the counties to act on the adoption of the resolution. Jaede did mention that Stearns County had recently approved the resolution, Benton County has deferred a decision and Sherburne County has not made any formal decisions to date. He stated that if each entity waits for another to make the decision first, they would wait indefinitely to do nothing. Jaede then mentioned that passing the resolution simply gets negotiations started and the City can back out at a later time if they cannot come to any agreements. Rieke questioned the cost of operating such a program. Weichman stated that it costs the City of St. Cloud $1.57/person to operate their office. Rassier made a motion to adopt the Resolution 2006- _ for St. Joseph to enter into negotiations with St. Cloud and other local jurisdictions for a regional human rights office. The motion was seconded by Wick. Rieke suggested that the College of St. Benedict be pulled into these discussions as well since they are part of the St. Joseph population. Jaede stated that most jurisdictions would be electing a staff person to handle the negotiations. Weyrens added that the Administrators would be handling this. The motion passed unanimously: Metro Bus: David Tripp, Executive Director, appeared before the Council to present information on mass transit. Tripp stated that he has been meeting with representative of the City and College and through the discussion he has been invited to make a presentation to the City Council. Tripp stated that the Metro Bus Commission does not solicit members and respond to invitations only. He stated that Sartell joined the commission 4 years ago and started with a limited bus service. At this point Tripp introduced Tom Cruikshank, Director of Planning and Marketing. Cruikshank approached the Council to give a brief overview of what Metro Bus is and what they have to offer to the City of St. Joseph. He stated that Metro Bus has two different systems in place: . Fixed Route System: This system consists of 38 buses with 14 year-round fixed routes running Monday - Saturday and 6 seasonal fixed routes to accommodate the students at St. Cloud State University. SCSU is the single largest customer for Metro Bus. Since 2000, they have seen an increase in the number of riders on the fixed route system and that is due to the student riders. The students pay an activity fee, which is used by the college to provide this service to the students, thus allowing them to ride for free, . Dial-a-Ride System: This system consists of 20 buses and they offer services such as curbside service, Sunday service, later weeknight services as well as .service to the extended areas. He stated that, in 2005, the fixed route system handled 56.6% of the riders, Dial-a-Ride handled 7.1% of the riders and 36.3% of the riders were from St. Cloud State University. System-wide, there seems to be an increased trend for riders. Cruikshank added that, from their Metro Bus Transit Center downtown, they serve approximately % million riders per year. Cruikshank reported that over half of the financing comes from the State, as well as some from Federal funds and local funds. He stated that local funds consist of transit tax levies, fare box fees and other revenues such as advertising. He did mention that the fare increased by $.05 in July 2006. Recently, the City began talking with Metro Bus; however he stated that the last discussions that they have had with St. Joseph were 4 years ago. At that time, there were 2 subprojects: Sartell and St. Joseph. Since that time, Sartell has joined the commission. Cruikshank stated that if St. Joseph were to receive services from Metro Bus, they would most likely be similar to that of Sartell. If the City were to July 20, 2006 Page 3 of 7 request services, they could choose to either join the transit commission or offer services on a contractual basis. He stated that if St. Joseph were to request services, they would most likely start with a basic start- up operation offering rides 4 hours/day as well as dial-a-ride. Wick raised a few questions relating to the transit tax levy. He questioned the difference between the tax capacity rates and the actual costs. Cruikshank stated that the tax levies are put into the operating budget and cities may be required to make up the difference. At a current levy rate of 1.28 %, Wick questioned whether that amount would change if more services were to be added in St. Joseph, to which Cruikshank stated it would not. Carlbom stated that it would be a good idea to get the Colleges involved in the discussions as well, as they may benefit from the service. Rassier stated that the first step would be to get a bus stop centrally located in St. Joseph to provide service to crossroads where people can then transfer to a different route. After the presentation the Council agreed to research further the need for Metro Bus and funding alternatives. Leqislative Update: Larry Hosch, Minnesota State Legislator, approached the Council to discuss some changes there were made during the previous legislative session. 1. Land Dedication Standards: All cities must require that land be donated for parkland or money be received in lieu of land. Change: All cities must have a parks budget in place. Money from Park Dedication cannot be used for maintenance or upkeep, rather park expansion or park development. 2. Liability Guideline Limits: Hosch reported that cities must have liability limits of $300,00/person or $1 million/incident. There was an incident where a City and a School District had an agreement to operate a swimming pool. After an accident, both the City and the School District were.sued. Change: If there is a joint powers agreement on file, there is only one liability limit. 3. Deadlines for Local Review: Currently, cities must make decisions regarding variances, development, etc within 60 days. Change: The local review provision has been expanded to include Watershed Districts and Soil & Water Conservation Districts. 4. Release of Letters of Credit: Cities may request a letter of credit from a developer to assure that they have the funds to complete the project. Change: Once the project is complete, the letter of credit must be returned within 30 days. 5. Eminent Domain Reform: Based on a case Kelow vs.. New London, tax increases can only be used for public use. Examples of Public Use include: roads, utilities, power lines, etc. Change: Tax money cannot be used for private economic development unless: . Property is blighted. Blighted is defined as any property needing improvements of 50% or more to bring it to acceptable standards. . More than 50% of a property's square footage is environmentally contaminated/polluted. Change: If a court determines the value to be >20% than the last written offer, the court can award attorney fees; however if the value is determined to be >40% of the last written offer, they must award the attorney fees. 6. Annexation Policy: Hosch stated that the annexation policy has not been changed for 14 years. Previously, property owners could petition for annexation of a maximum of 60 acres with unlimited frequency. Change: If the City updates their Land Use Plan or Orderly Annexation Agreement or if they intend to annex property, they must inform the townships and the affected property owners. They must also hold a joint informational meeting. Change: Annexation petitioned by the property owner can be up to 120 acres with a limit of once per year. July 20, 2006 Page 4 of 7 Hosch stated that the trend for property tax has increased to an average annual increase of 10%. Central Minnesota cities are averaging annual increases between 13-14%, whereas, suburban/metro cities have lower tax rates. That is due to the following: . Cuts to LGA and market rate funding . School funding which is contingent upon school districts raising property tax levies. Agricultural areas are seeing increases of more than 14%. These trends are based on House research data. The legislature did discuss the issue of property tax relief; however it failed due to the inability to reach a decision. He did mention that the marriage penalty was removed. According to Hosch, the hot topics for the next legislative session are school funding and property tax relief. CITY ENGINEER REPORTS Centennial Park Shelter: Ekola stated that the bids for the Centennial Park Shelter Update were opened on July 11, 2006 with six bids being received. The table below represents the bid summary. Contractor Base Bid Alternate 1 Alternate 2 Alternate 3 Total Bid Ebert Construction $ 84,200 $ 5,000 $ 3,200 $ 1,800 $ 94,200 W Gohman Construction $ 89,970 $ 4,092 $ 2,939 $ 1,154 $ 98,155 Preusser Construction $ 93,517 $ 7,613 $ 5,884 $ 1,729 $ 108,743 Gopher State One Contr $ 94,984 $ 4,710 $ 3,700 $ 1,010 $ 104,404 Hiltner Builders $ 103,600 $ 5,360 $ 4,600 $ 1,100 $ 114,660 Eag Ie Construction $ 166,757 $ 5,700 $ 4,500 $ 1,700 $ 178,657 Ekola stated that the low bidder, Ebert Construction withdrew their bid shortly after the bid opening; therefore, she is recommending that the project be awarded to the 2nd lowest bidder, W Gohman Construction. They submitted a base bid of $89,970 with alternate 1 at $4,092. Altern~te 1 includes removing the existing shingles and accessories, remove them from the property and then add a new roof. Wick made amotion to award the bid to W. Gohman Construction to include the base bid of $89,970 and alternate 1 at $4,092. The motion was seconded by Rassier and passed unanimously. Ekola advised the Council that construction would begin on September 12,2006. Southwest Beltwav Corridor: Previously, Ekola presented the Council with information regarding the cost sharing for the corridor study. She stated that there are three alternatives to where the corridor will be constructed. It may be placed closer to St. Joseph, closer to Waite Park, or between the two cities. As a result, the recommended cost sharing is as follows: . Stearns County 50% $41,250 . St. Joseph 25% $20,625 . Waite Park 25% $20,625 There were some questions as to how the city could finance this amount. Weyrens stated that the City could designate funds from the debt services relief fund or possibly try and program part of the costs in the 2007 budget. Ekola clarified that this cost is only for the scoping portion of the Study. Since this study will determine where the corri(jor is placed, Wick questioned if St. Joseph could withdraw from any future studies if it is determined that the corridor will not be constructed in the City of St. Joseph to which Ekola stated they could. Symanietz made a motion to approve the Resolution 2006- _ approving the cost sharing for the Scoping Study for the Southwest Beltway Corridor as presented. The motion was seconded by Rieke and passed unanimously. July 20, 2006 Page 5 of 7 St. Cloud WWTF Expansion: According to Ekola, the St. Cloud Area Wastewater Advisory Committee has been working on the expansion of the St. Cloud WWTF. The SCAWAC committee has reviewed the needed treatment and is basing the capacity on projected populations. Ekola requested the Council review the projected population estimates for St. Joseph and determine which the growth rate that should be used in calculating the additional treatment. The current estimate is based on a 5% growth rate and Ekola is recommending the Council considering using a six or seven percent growth rate. Based on a five percent growth rate, the 2030 population is estimated to be 15,753. Rieke stated that he feels that 20-25,000 is a more realistic population projection. According to Ekola, the average growth rate for the City for the past three years has been approximately 18%, while that growth rate was spurred by the economy; St. Joseph is in a high growth area. The adopted Comprehensive Plan, which is a few years old, shows historical projections lower than the current growth rate. Rassier questioned whether or not the City could purchase additional capacity later if the population is greater than projected. If that is a possibility, there would be a premium to purchase additional capacity. Weyrens added that the fees for purchasing capacity would come from SAC fees. Ekola stated that they plan to expand the facility in two phases. The second phase would not start until it is needed, which is anticipated to be 2017. . 151 Phase - Begin construction in 2010/2011 . 2nd Phase - After 2017 The resolution supporting the expansion is still in draft form. The SCAWAC is asking the area cities to review the population projections that they have come up with to determine whether or not those are an accurate account of the population trend for their City. The amount of space that each City will receive is based on their population. Once those numbers are received, it will be brought back to the cities for adoption. On behalf of the Council, Carlbom asked Ekola to bring back numbers based on both 6% and 7% growth rates for them to review. . Water Tower Location: At a previous meeting, the question was asked as to where would be a good location for a second water tower. The City had purchased property in the current Industrial Park with the anticipation of constructing the second water tower on that site. Ekola stated she has reviewed the site and elevations needed for the tower and it appears as the site would meet the needs for the second tower. Water Tower Evaluation: Carlbom questioned Ekola as to when the evaluation will take place or if that had already been done. Ekola stated that it hasn't been done yet; however they plan to do the evaluation in August. MAYOR REPORTS Downtown Committee: Carlbom expressed his thanks to the council for authorization of the market study. He also stated that he spoke with some members of the St. Joseph Action Group and urged them to get involved in the various downtown committees. Habitat for Humanitv: Carlbom announced that the family has been chosen and they are from St. Joseph. He also mentioned that they received gifts from the following sources: . Monastery $25,000 . CSB/SJU $10,000 . St. John's Abby $12,000 Plaque Dedication: Carlbom reported that he attended a plaque dedication at the Millstream Softball Field along with the St. Joseph Park Association to honor Colonel Jim Bruemmer. July 20, 2006 Page 6 of 7 COUNCIL REPORTS SYMANIETZ Reqional Human Riqhts Task Force: Symanietz stated that she attended the Regional Human Rights Task Force meeting at which they discussed the resolution that was passed earlier. North Corridor: Symanietz reported that there will be an Open House for the North Corridor Study on July 27, 2006 from 6-7:30 PM at the St. Joseph Community Fire Hall. Water Treatment Plant: Symanietz stated that she went ona tour of the new Water Treatment Facility, which she found very interesting. Budqet Meetinq: According to Symanietz, the Council met last week to begin discussing the 2007 budget. WICK Park Board Meetinq: Wick advised the Council that the Park Board meeting scheduled for July 1 ih was moved to July 24th. Downtown Committee Update: Wick reported that the Urban Environment Group recently met and Ernie Diedrich was voted as the chairperson for the group. RASSIER - No Report RIEKE Meetinqs: Rieke reported that he attended the following meetings: . Organizational Group Meeting - held at St. Ben's . Promotions Group Meeting . St. Cloud Area Economic Partnership Meeting . EDA Meeting . Transportation Meetings ADMINISTRATOR REPORTS WaterinQ Ban: Weyrens stated that the volume of water pumped per day has decreased roughly 300,000 per day because of the cooperation of the residents. Residents are allowed to water between the hours of 7PM and 10PM based on the odd/even watering system. She also stated that permits are being issued for new lawns for new construction. Residents can apply either online or at City Hall. Weyrens also noted that residents who have wells must now register their wells with the City either online or at City Hall. NIMS Update: Weyrens advised the Council that recent Homeland Security Legislation requires staff and Council members to be trained through a program called NIMS. NIMS is a program designed to educate persons who manage disaster situations a standardized operating procedure. As a result, all City Council members must participate and be certified. She stated that they must complete the certification prior to September 30, 2006, so she is encouraging them to complete the course online. Budqet Schedule: Weyrens stated that the Council must adopt the preliminary budget no later than September 15,2006. As a result, Weyrens proposed that they meet on August 16 and August 30,2006 at 5:30. This schedule would allow for extra time, if needed. Feld Farm: Weyrens reported that she met with the property owners of the Feld Farm and they stated that they plan to begin their project this year. They have requested utilization of public financing. As is City Policy the developer will be required to post the necessary securities to cover the assessments. The first July 20, 2006 Page 7. of 7 phase of the development will include 35 acres. The City has submitted a grant application to DEED for funding assistance. If successful, the grant would fund 50% of the improvement costs. School Referendum: Carlbom announced that the School Referendum will take place on September 12, 2006. Adiourn: Wick made a motion to adjourn at 9:00 PM; seconded by Symanietz and passed unanimously. Judy Weyrens Administrator City of St. Joseph Page 1 Bills Payable July 31, 2006 Check Search Name Comments Amount FUND DEPART OBJ Nbr 037591 BORGERT PRODUCTS, INC/SKN 1st halfTlF $10,563.57 155 46500 600 037592 MINNWEST BANK 1 st half TIF $25,061.33 156 46500 600 037599 COMMISSIONER OF REVENUE 2nd quarter sales $327.30 601 49440 441 037600 OFFICE DEPOT office supplies $10.91 602 49490 200 . 037600 OFFICE DEPOT office supplies $10.91 601 49435 200 037600 OFFICE DEPOT office supplies $10.91 101 41430 200 037600 OFFICE DEPOT office supplies $10.91 101 41530 200 037600 OFFICE DEPOT office supplies $10.91 101 42120 200 037601 RIEKE, ROSS mapping supplies $63.72 101 41120 200 037602 POSTMASTER July billing $110.76 603 43230 322 037602 POSTMASTER July billing $110.76 602 49490 322 037602 POSTMASTER July billing $110.77 601 49440 322 037603 A-1 TOILET RENTAL rental - Northland $63.90 205 45203 531 037603 A-1 TOILET RENTAL rental - Memorial $63.90 205 45203 531 037605 ACS FIREHOUSE SOLUTIONS software support $633.13 105 42210 215 037606 ALLIED WASTE SERVICES July services $68.90 602 49490 384 037606 ALLIED WASTE SERVICES July services $302.90 101 45202 384 037606 AL!.JED WASTE SERVICES July services $14,069.42 603 43230 384 037606 ALLIED WASTE SERVICES July services $68.90 105 42220 384 037607 AMERICAN LEGION POST #328 40 -mutual aid $300.00 105 42240 331 037608 AUTO VALUE PARTS STORES - WEST filters, oil, wrench $20.27 101 43120 210 037608 AUTO VALUE PARTS STORES - WEST filters, oil, wrench $20.28 601 49440 210 037608 AUTO VALUE PARTS STORES - WEST filters, oil, wrench $20.27 101 45202 210 037609 BANYON DATA SYSTEM point of sale $238.06 101 41530 215 037609 BANYON DATA SYSTEM point of sale $79.35 603 43230 215 037609 BANYON DATA SYSTEM point of sale $79.35 602 49490 215 037609 BANYON DATA SYSTEM . point of sale $79.35 601 49440 215 037611 CENTRAL MCGOWAN med oxygen, $97.13 101 45201 210 037612 ERIN CONTRACTING Northland Heights $292,458.4 435 49450 530 037613 FARM PLAN straps $7.99 101 45202 240 037614 FASTENAL COMPANY grease gun $252.25 101 45201 240 037615 HAWKINS WATER TREATMENT GROUP Phosphorus $40.20 602 49480 312 037615 HAWKINS WATER TREATMENT GROUP Influent BOD $91.20 602 49480 312 037615 HAWKINS WATER TREATMENT GROUP Influent BOD $91.20 602 49480 312 037615 HAWKINS WATER TREATMENT GROUP Phosphorus $40.20 602 49480 312 037616 HENRYS WATERWORKS INC soil probe $36.17 601 49440 210 037616 HENRYS WATERWORKS INC meter wire, $223.35 601 49430 210 037617 HOLIDAY STORES fuel $72.94 101 43120 210 037617 HOLIDAY STORES fuel $72.94 101 45202 210 037617 HOLIDAY STORES fuel $72.94 601 49440 210 037617 HOLIDAY STORES fuel $72.95 602 49490 210 037618 HOME DEPOTCR small tools $83.71 101 43120 240 037618 HOME DEPOT CR small tools $83.71 601 49440 210 037619 INSPECTRON INC building $3,375.00 101 42401 300 037620 KEEPRS, INC/CY'S UNIFORMS P Jansky - gloves $35.22 101 42120 171 037620 KEEPRS, INC/CY'S UNIFORMS D Krippner, $396.68 101 42120 102 037621 KLN DISTRIBUTING, INC. network service $164.60 101 41430 215 037622 KUSTOM SIGNALS, INC Eagle IIX radar SN $1,833.65 437 42152 550 037623 LAW ENFORCEMENT SYSTEMS door hangers $79.00 101 42120 200 037624 L1NGL, GREG & JULIE cleaning $280.00 101 41942 300 037625 LOSO'S STORE mutual aid $21 .40 105 42240 331 037626 MAIER TYPEWRITER SERVICE printer drum kit $96.25 101 41530 200 037627 MIDWEST TESTING 2" AM CO wa mtr & $493.00 601 49430 210 037628 MIMBACH FLEET SUPPLY shovels $61.04 101 45202 240 037628 MIMBACH FLEET SUPPLY shovels $61 .04 101 43120 240 037628 MIMBACH FLEET SUPPLY shovels $61 .04 601 49440 210 037630 MOTOROLA repair 2 pagers $158.02 105 42250 230 037632 NORTHERN STATES SUPPLY INC channel lock plier $19.28 601 49440 210 037633 PITNEY BOWES postage $194.42 101 41430 322 037633 PITNEY BOWES postage $10.58 101 42120 322 037635 RENGEL PRINTING D Magaard $75.86 101 42120 210 037636 SAFETY TRAIN, INC traffic & flagging $12.50 602 49490 212 City of St. Joseph Page 2 Bills Payable July 31, 2006 Check Search Name Comments Amount FUND PEPART OBJ Nbr 037636 SAFETY TRAIN, INC traffic & flagging $12.50 601 49440 212 037636 SAFETY TRAIN, INC traffic & flagging $12.50 101 45202 212 037636 SAFETY TRAIN, INC traffic & flagging $12.50 101 43120 212 037637 SCHWIETERS CHEV-COLD SPRING mud flaps for unit $43.84 437 45202 550 037637 SCHWIETERS CHEV-COLO SPRING mud flaps for unit $43.84 437 43120 550 037638 SEH Citywide $4,309.79 101 43131 303 037638 SEH Signature Homes $93.00 101 43131 303 037638 SEH Centennial Park $660.00 205 45203 531 037638 SEH 8th Ave NE $5,444.00 101 43131 303 037638 SEH 2006 Street $23,349.71 438 43120 530 037638 SEH 2006 Trunk Water $368.27 434 49440 530 037638 SEH Misc Engineering $121.44 101 43131 303 037638 SEH COG-Callaway $311.50 101 43131 303 037638 SEH COG-Downtown $237.50 101 43131 303 037638 SEH CSB Dining $371.00 101 43131 303 037638 SEH 304th Str vacation $636.02 101 43131 303 037638 SEH Bliss Marketing $53.00 101 43131 303 037638 SEH Scherer Trucking $1,514.70 101 43131 303 037638 SEH Northland Heights $22,701.93 101 43131 303 037638 SEH GIS services $89.00 101 43131 303 037638 SEH Field Str Corridor $1,011.52 435 43120 530 037638 SEH Verizon $560.00 101 43131 303 037638 SEH CSAH 75 & $82.00 438 43165 530 037638 SEH SW Utility updates $121.00 101 43131 303 037638 SEH Northland 8 $99.00 430 43120 530 037638 SEH Cloverdale Area $1,222.02 431 43120 530 037638 SEH North Corridor $1,214.94 435 49450 530 037638 SEH Hillstreet & 3rd $4,757.15 433 43120 530 037638 SEH Feld property $79.34 101 43131 303 037638 SEH Pondview 9 $1,177.58 101 43131 303 037638 SEH Graceview 3 $499.40 101 43131 303 037638 SEH Planning $5.34 101 43131 303 037638 SEH Water system $580.20 601 49410 303 037638 SEH Wastewater $5.34 602 49450 303 037638 SEH Streets & traffic $758.80 101 43131 303 037638 SEH annexation issues $328.29 101 43131 303 037639 SERVOCAL INSTRUMENTS, INC flow test water mtr $300.00 601 49430 220 037640 SPRINT cellphone 6/15 - $153.30 101 42151 321 037641 SRF CONSULTING GROUP INC North Corridor $22,787.16 435 49450 530 037642 ST. CLOUD AREA PLANNING ORG. 2nd half $3,051.00 101 41110 433 037644 ST. JOSEPH NEWSLEADER interim use permit $72.00 101 41130 340 037644 ST. JOSEPH NEWS LEADER North Corridor $90.00 435 49450 530 037645 STEARNS COOPERATIVE ELEC. ASSN June usage $33.00 602 49480 381 037645 STEARNS COOPERATIVE ELEC. ASSN June usage $45.50 602 49480 381 037645 STEARNS COOPERATIVE ELEC. ASSN June usage $316.44 101 45201 381 037645 STEARNS COOPERATIVE ELEC. ASSN June usage $13.50 101 43160 386 037645 STEARNS COOPERATIVE ELEC. ASSN June usage $39.00 602 49471 381 037645 STEARNS COOPERATIVE ELEC. ASSN June usage $537.75 101 43160 386 037645 STEARNS COOPERATIVE ELEC. ASSN June usage $39.66 602 49473 381 037645 STEARNS COOPERATIVE ELEC. ASSN June usage $44.91 602 49472 381 037646 STEARNS COUNTY SHERIFF'S DEPT. 4 MDT units 2nd $227.52 101 42151 321 037647 STOPTECH, LTD stop stick for new $400.75 437 42152 550 037648 TEAM LABORATORY CHEMICAL CORP weed killer $141.65 101 43120 210 037649 TIREMAXX SERVICE CENTERS tires for weed $106.72 101 45202 220 037650 TORBORG, RANDY Torberg-boot $88.00 101 43120 171 037650 TORBORG, RANDY Torberg-boot $88.00 601 49440 171 037651 TRAUT WELLS Water $57.00 601 49420 312 037652 UNIQUE PAVING MATERIALS half ton upm #2 $41.54 101 43120 210 037654 VERIZON WIRELESS cell phone-August $44.44 105 42250 321 037655 WIRELESS WORLD adapter for mobile $59.84 101 42151 233 037656 WSB & ASSOCIATES, INC Field Street $4,070.12 435 43120 530 037657 XCEL ENERGY July usage $67.34 101 45202 381 I Attachment: Yes REQUEST FOR COUNCIL ACTION DATE: August 3. 2006 Engineering Tracy Ekola, PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 2006 Street Improvements PREVIOUS ACTION Change Order No. 1 RECOMMENDED COUNCIL ACTION Approve Change Order No.2 FISCAL IMPACT ($31,006.50) COMMENTS/RECOMMENDA TIONS The recommended Change Order No.2 deletes items 140 - 148. The developer for this area has determined the water main in the alley is not needed since they have also purchased S1. Joseph Cleaners Building on Minnesota Street which has existing 6-inch water services (necessary for fire suppression for the proposed development). P:IPTlSlstjoelcommonlD39 Req Council Actionl0603 CO#2 060306.doc CHANGE ORDER NO.2 OWNER CONTRACTOR ENGINEER Contract CITY OF ST. JOSEPH C & L EXCA V A TING SEH A-STJOE 0603 DATE July 19,2006 OWNER's No. Project 2006 STREET IMPROVEMENTS, ST. JOSEPH, MN You are directed to make the following changes in the Contract Documents: Description: Delete items 140 - 148. Install a I-inch copper water service from 1st Ave NE to lot #30 - Pearce. Add an additional 228 ft to bid item 71 : I-inch Type K Copper Pipe. Delay paving non-wear and wear course until Spring 2007 on the alley between Minnesota and Ash (Alley 2) from College Ave to 1 st Ave NE. See attached plan sheet 39 for location.. . 140A UPGRADE 8" PVC SDR 35 TO 8" PVC C900 LIN FT $27.00 (371.00) ($10,017.00) 141A UPGRADE 8X4 WYE SDR 26 TO C900 EACH $425.00 (8.00) ($3,400.00) 142A 8" WATER MAIN -DUCTILE IRON CL 52 LIN FT $34.00 (279.00) ($9,486.00) 143A 8" GATE VALVE & BOX EACH $1,000.00 (1.00) ($1,000.00) 144A 6" GATE VALVE & BOX EACH $750.00 (1.00) ($750.00) 145A HYDRANT EACH $2,550.00 (1.00) ($2,550.00) 146A CONNECT TO EXISTING WATER MAIN EACH $2,700.00 (1.00) ($2,700.00) 147A 3" INSULATION SYYD $25.00 (4.00) ($100.00) 148A WATER MAIN FITTINGS POUND $4.50 (223.00) ($1,003.50) TOTAL ($31,006.50) Reason for Change Order: Water main improvements included in Alternate 2 will not be constructed Attachments: Revised Plan Sheet no 39, 07/19/06 Original Contract Price: Net increase (decrease) from previous Change Order No.1: Contract price prior to the Change Order: $1,576,008.81 $9,690.00 09/15/06 06/15/07 $1,585,698.81 Contract price with all approved Change Orders: ($31,006.50) $1,554,692.31 Net inerease (decrease) of this Change Order: ACCEPTED: C&L Excavating, 7939 Ridgewood Rd St. Joseph, MN 56374-9403 By: Title: Date: RECOMMENDED: SEH PO Box 1717 St. Cloud, MN 56302-1717 By: APPROVED: City of St. Joseph 25 College Ave, PO Box 668 St. Joseph, MN 56374-0668 By: Title: Date: Project Engineer Title: Date: P:\PT\S\stjoe\060300\specs\CHANGE ORDER 2.doc \ \~lF"lS . ALLWYES HOIlIIIO 'NSTEAI> FOR STREET AJ<<J srmlll SEWER SEE SHEET 52 "" KREMfRS l'fI'lrIN~ OlFWI5M= PRIOR TO C STRUCTlOH "10' BIRR "'" 'AL' 8 + ~ Z~ ~IH tiilj ~W "" COLLEGEVllLE DEVELOPMENT GRO/JPLLC "" ROCK lNVESToYENTS LLC a 8L,m~ITTE ~ N 1 .. -. ! ~~~~VBU ALLEY BElWEEN MINNESOTA & ASH TRENCH aax REOU1RED F~SAlII~NWER INST~UTlOJl<l ~l€~~ STREET .. 2JIl AVENE H~.~.~..... .....'.:::c: ................. . . . . . . . . . . . . . . . . . . . . .................... . . . . . . . . . . . . . . . . . . . . ............... . . . . . . . . . . . . . . . . . . . . : 8::::::::::::::::j :~::::::::::::::::j !~+i]: :~:<r/H . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... ....1.1.t9. HJ"L..: H.9.?.... ~ ~~ ='!! ..~ ~ ...J.J.~ H.9.~..... ~~ ~~ @ ~~~~: t ~:::~ ~ : : . :~: : : . ..P.....~;~~~~:::: ....0.99 ..JJ?~.~ UN- 1085.58 S~1FJ58; g~gos. 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ALTEFItI4TE2 S€RVlCEFROMlSTAVENE SANITARY SEWER & WATER MAIN PlAN NolO PFlJFlLE STAt. 130+00 TO STA 138+00 I Attachment: ~ eSJ- No REQUEST FOR COUNCIL ACTION DATE: August 3,2006 Engineering ORIGINATING DEPARTMENT Tyson Hajicek, PE DEPARTMENT APPROVAL AGENDA ITEM 2005 Hill Street/3rd Avenue SW Improvements (SEH NO. STJOE 0411.01). PREVIOUS ACTION Application for Payment No.6. RECOMMENDED COUNCIL ACTION Application for Payment No.7. FISCAL IMPACT $31,028.71 COMMENTS/RECOMMENDATIONS P:\PT\Slsljoe\common\D39 Req Council Action\0411 pml? 080306.doc SEH July 26,2006 RE: St. Joseph, Minnesota 2005 Hill Street & 3rd Ave SW Improvements, St. Joseph, MN SEH No. A-STJOE 0411.01 14 City of St. Joseph Honorable Mayor and City Council c/o Judy Weyrens, Administrator St. Joseph, MN 56374-0668 Dear Mayor and Members of the Council: Enclosed please find Application for Payment No.7 for this project. We have reviewed this application and it appears to be in order. When payment is made, sign all copies and distribute as follows: R. L. Larson Excavating, Inc. SEH City of St. Joseph If you have any questions, please feel free to call us. Sincerely, ~e,p~/ Project Engineer _ djg Enclosures P:\PT\Slstjoe\04llOl\Specs\AP-O.doc Snort Elliott Hendrickson Inc., 1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302.1717 SEH is an equal opportunity employer- I www.seninc.com I 320.229.4300 I 800.572.0617 i 320.229.4301 fax cctt:::t lOeD 0 0 0 0 0 0 0 0 0 00 WOUl o:;:r 0 0 0 0 q 0 q 0 q ZI-CJ) C\J.,... 0 0 0 0 0 0 0 0 10 ~<..> j::::....... 0 0 -q- 0 0 0 0 0 C\J 0<( .,...1'- 0> -q-- eD C\J C\J 0 0 C") C\J r:: (\]0 ~ C\J 0>- ~ ~ N N ~ ~ ~ ~ ~ ~ ~. > 0 t) "- Co .5 :s: 0 0 0 0 0 0 0 C") 0 lJ) 0> 0 0 0 0 0 0 0 0 ~ :i: 0 ~ 0 ~ ~ 0 0 0 0 CJ C\J C\J C\J 10 CO '0 ::> -q-- "- 0 S2 a: .... :r; lJ) I- :E 0 0 0 0 0 0 0 0 0 0 w q 0 0 0 q 0 0 0 0 It) :r; 0 0 C'.i 0 0 0 0 0 0 0 en ~ ~ C") 0 0 ~ ~ ~ ~ 0 ::i .,... .,... .,... N a. 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D. <C Attachment: Yes REQUEST FOR COUNCIL ACTION DATE: August 3. 2006 " Engineerin?: ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM John T. Jones Construction Pay Application #5 for Water Treatment Plant PREVIOUS ACTION Pay Application #4 RECOMMENDED COUNCIL ACTION Authorize Payment of Pay Application #5 FISCAL IMPACT $857,539.83 COMMENTSiRECOMMENDA TIONS Pay application is for work completed from June 20th to July 20th and for materials stored on site. Pay application includes invoices for materials stored on site. Quantities of work completed and materials stored on site confirmed by on site project representative. S:\P1\SlStjoe\050600\7-caIChange OrderslPA5 RCA.doc SEH July 26, 2006 RE: St. Joseph, Minnesota Water Treatment Plant SEH No. A-STJOE 0506 14 Honorable Mayor and City Council c/o Judy Weyrens, Administrator City of St. Joseph P.O. Box 668 St. Joseph, MN 56374-0668 Dear Mayor and Members of the Council: Enclosed please find Application for Payment No.5 for this project. We have reviewed this application and it appears to be in order. When payment is made, sign all copies and distribute as follows: John T. Jones Construction Co. SEH City of St. Joseph If you have any questions, please feel free to call us. f.' Sincer,e,:ly, ,/' ,JJ -? i '/.'~. A~'" L-- ( ':,,{""', "11 ; --'U Zt{,4 j, . ~W (i 1/ ' Tracy EWJ'a, PE Project Engineer djg Enclosures X:\Slstjoe\050600\CorrlAFP-O.doc Short Elliott Hendrickson inc., 1200 25th Avenue South, P.O. Box 1717, St. Ci6ud. 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Class I C.Y. 18.00 $ 40.25 724.50 - - - 0238.601 Random Riprap. Class II C.Y. 26.00 $ 40.25 1.046.50 - . - 0251.002 Aggreaate Base (Class 5) C.Y. 670.00 $ 26.45 17.721.50 - Type LV3 Non-wearing course 0251.003 mixture Ton 380.00 $ 52.90 20,102.00 - - - 0251.004 Type L V4 Wearing course mixture Ton 280.00 $ 52.90 14.812.00 - - - 0251.005 Bituminous Tack Coat Gal 170.00 $ 1.73 293.25 - - - 0251.006 Curb and Gutter LF. 1,860.00 $ 11.73 21,817.80 - - - 025.1.007 Concrete Walk S.Y. 100.00 $ 33.58 3.358.00 - - 0251.008 4" White Pavement Striping L.F. 600.00 $ 0.29 172.50 - - 0251.009 Handicaa Stall Painting L.S 1.00 $ 80.50 80.50 - 0251.010 Sian Post Each 1.00 $ 632.50 632.50 - - Complete Installed Package 0253,601 Grinder Pump Station L.S. 1.00 $ 8,050.00 8,050.00 1.00 8,050.00 6,452.16 1,597.84 - 8,050.00 0254.001 Watewater Holding Tank LS. 1.00 $21,275.00 21,275.00 1.00 21,275.00 21,275.00 21,275.00 0254.002 SanitarY Manhole & Casting l.S. 1.00 $ 3,220.00 3,220.00 1.00 - 3,220.00 0254.003 Small Diameter Force Main L.F. 120.00 $ 28.75 3,450.00 120.00 3,450.00 1,677.47 1,772.53 - 3,450.00 0254:004 6" PVC Gravity Sewer Pipe L.F. 240.00 $ 46.00 11,040.00 240.00 11,040.00 2,119.21 8,920.79 - 11,040.00 0254.005 8" DIP Gravity Sewer Pipe l.F. 10.00 $ 115.00 1,150.00 10.00 1,150.00 1,150.00 - - 1,150.00 0266.006 8-inch DIP Water Main, Class 52 L.F. 1,870.00 $ 50.60 94,622.00 1,870.00 94,622.00 83,229.64 11,392.36 - 94,622.00 0266.016 16-inch DIP Water Main, Clase 52 L.F. 220.00 $ 103.50 22,770.00 100.00 10,350.00 4,756.51 5,593.49 5,707.82 16,057.82 0266.050 DIP Fittings LBS. 3,200.00 $ 3.45 11,040.00 2,880.00 9,936.00 1,373.00 8,563.00 896.00 10,832.00 0266.060 6-inch Gate Valve and Box Each 4.00 $ 799.25 3,197.00 4.00 3,197.00 2,561.91 635.09 - 3,197.00 0266.080 16-inch Butterflv valve and box Each 1.00 $ 2,817.50 2,817.50 1.00 2,817.50 2,817.50 - - 2,817 .50 0266.090 Hvdrant Each 4.00 $ 2,404.65 9,618.60 4.00 9,618.60 9,618.60 - - 9,618.60 0272.412 12-inch Storm Sewer LF. 200.00 $ 36.80 7,360.00 62.00 2,281.60 2,281.60 - 2,305.98 4,587.58 0272.415 15-inch Storm Sewer l.F. 100.00 $ 42.55 4,255.00 - - 2,263.55 2,263.55 0272.512 12-inch RCP Apron wlTrash Guard Each 5.00 $ 382.95 1,914.75 2.00 765.90 765.90 - 1,148.85 1,914.75 0272.515 15~inch RCP Apron w/Trash Guard Each 2.00 $ 428.95 857.90 - - 628.35 628.35 0272.811 Catch Basin, Tvpe H Each 10.00 $ 345.00 3,450.00 - - - 0272.812 Catch Basin, Design 4020 Each 15.00 $ 552.00 8,280.00 - - - 0282.001 Chain Link Fence - Vinyl l.F. 220.00 $ 23.00 5,060.00 - - 0282.002 Slide Gate with Ooerator Each 1.00 $ 20,225.00 20,225.00 - - - Select Topsoil Borrow for Planting 0292.001 Beds C.Y. 115.00 $ 17.25 1,983.75 - - - 0292.002 Soddino, Lawn Tvpe SY. 2,200.00 $ 4.89 10,752.50 - - - 0292.003 Mulch, Tyoe 3882 Tvoe 7A Ton 10.00 $ 80.50 805.00 - - - 0292.004 Shredded Hardwood Mulch C.Y. 38.00 $ 72.45 2,753.10 - - - Mn/DOT 330NSS - Native Sandy 0292.005 Short Mix with Forbs Acre 4.50 $ 2,070.00 9,315.00 - - - MnlDOT 310BWT - Natiye WetMix 0292.006 with Forbs Acre 0.50 $ 2,599.00 1,299.50 - - - Common Hackberry/Celtis 0293.001 Occidentials 2/0" CAl., B&B Each 14.00 $ 427.80 5,989.20 - - - Bur Oak/Quercus Macrocarpa 2.5" 0293,002 CAL., B&B Each 8.00 $ 534.75 4,278.00 - - - Pin Oak/Quercus Ellipsoidalis 2.1" 0293.003 CAL., B&B Each 12.00 $ 469.20 5,630.40 - - - Austrian Pine/Pinus Nigra, 10' Ht., 0293.004 B&B Each 6.00 $ 667.00 4,002.00 - - - Black Hills SprucelPicea Glauca 0293.005 Densata, 6' Hl: B&B Each 25.00 $ 394.45 9,861.25 - - - I Scotch PineIPinus Sylvestris, 8' 0293.006 Ht.,B&B Each 3.00 $ 510.60 1,531.80 - - - Bush HoneysuckleiDiervilla 0293.007 Lonicera, 24. CONT. Each 53.00 $ 37.95 2,011.35 - - - Dwarf Bertie Ferris DaylilylHemeracallis . Bertie Ferris 0293.008 Dwarf, 12" CONT. Each 36.00 $ 17.25 621.00 - - - Dwarf Happy Returns DaylilylHermerocallis .Happy 0293.009 Returns Dwarf, 12" CONT. Each 36.00 $ 17.25 621.00 - - - Dwarf Stella De Ora Daylily/Hemerocallis "Stella De Ori ~ 0293.010 Dwarf, 12" CO NT. Each 36.00 $ 17.25 621.00 - - 663,932.90 241,228.60 178,639.38 V 12,950.55 254,179.15 I J ~/ NORTHERN TECHNOLOGIES INC. 33011 5th Street South, Waite Park, MN 56387-4521 320-654-9409 320-(154-9425 Fax ...... c hl~:~ '=0 Invoice INVOICE TO It i i , , c;,_.J John T. Jones Construction Attn: John Jones 2213 7th Avenue North Fargo, NO 58102 JOl',;" .' "'n.S :Of\!S1Tii i( :r<)N BILLING PERIOD JUNE INVOICE NO. DATE P.O. NO. TERMS PROJECT 06-6162,06 7/7/2006 Due on receipt S1. Joseph Water Treatment Plant DESCRIPTION QUANTITY RATE AMOUNT CONCRETE CYLINDERS 76 13.00 988.00 CONCRETE INSPECTION 37 45.00 1,665.00 PROJECT ENGINEER 2 77.00 154.00 MILEAGE 266 0.58 154.28 DENSITY TESTS (4-8) 5 25.00 125.00 Thank you! Total Please remit to above address. )fit:[ $3,086.28 )) b 5+c>1'~ W. W. Goetsch Associates, Inc. 5250 West 74th Street Minneapolis, MN 55439-2226 (952) 831-4340 I FAX: (952) 831-2357. I-nvoice No. 13664-425 SHIPMENT DATE 06/08/2006 SOLD TO SHIPPED TO JOHN T. JONES CONSTRUCTION CITY OF ST. JOSEPH ACCOUNTS PAYABLE WATER PLANT P.O. BOX 2424 29771 FRONTAGE ROAD FARGO, ND 58108 ST. JOSEPH, MN 56374 YOUR ORDER: 0503-14 SHIPPED VIA: TRUCK QUANTITY DESCRIPTION AMOUNT SECTION 11374: SUBMERSIBLE MIXER PUMPS AND ACCESSORIES 2 FL YGT MODEL 4630 SUBMERSIBLE MIXER PUMPS, 2.5 HP, 855 RPM, 3/60/460 VOLT 13,500.00 MOTORS _ UPPER, LOWER AND WALL BRACKET FOR GUIDE SYSTEM _ 12' 304 SST GUIDE TUBING (2" X 3/16") _ FLS/MINI-CAS MODULE FOR MOISTURE SENSING _ 40' SUBMERSIBLE POWER CABLE - Minnesota Sales Tax 877.50 ~:C~\"e.O ~~ .-^ .; " L\\~~ ji \~ :. " 1\' 5 . i iO~€ JO~~ ;BUCnON CONS' THANK YOU! Total $14,377.50 TERMS ARE. NET 30 DAYS AFTER SHIPMENT I L\llll 1.-\ Y I'ROIlI:t 'IS. I 'C h.hll F"~\'\\.lh'r t )II\\..' (l,l.md".I:I;.';';ll} l.ll\', .'lIS .t.J~111'lh\'h' \.i\l' I .'qs .1" ,I 1-.1\ \\\,\\\ 11.l11Id.t\1'1\1\llkl'\11Il1 INVOICE# IN-078964 DATE: 6/28/2006 ~ ?J~ 5~:~l l'At;1 CUSTOMER: JOHN T JONES CONSTRUCTION CO PO BOX 2424 SHIP TO: JOHN T JONES CONSTRUCTION CO C/O ST JOSEPH WTP 29771 FRONTAGE ROAD FARGO NO 58108 ORDERED BY: JOHN JONES PHONE: 701-232-3358 FAX: 701-232-7040 ST JOSEPH MN 56374 PRO# 576830273 Note: For UPS tracking add 12371106 to the beginning of the Pro# ~ JOH5745 . SALES 10 , , SHIPPING METHOD . .. , 'TERMS' .. ... NET 30 6/27/2006 WO#07730: EDltmEmmmmmDEiEm EACH N/A $376.00 $3,384.00 SHIP DATE: . M NUMBER " . : 'DE~CRIPTION > . 7 CONWAY 9 S1 S ACCESS F&C 036036CBD--- ~ r-..:r:'9c _ t..t ~'- . ('.~ !f'" ~ \\ " E 0 '. ......' :... ~ 'tI ,I i' !l C' " .if 11 ,:.) 1006 ~~iU:iI\ i ,iONES . 1...,\1{ ........._ '-'.....'. "~ : "1!)CTION I I :----.-.'----...... I 1t,01J< Q{OIJ Subtotal Tax Freight Total $3,384.00 $0.00 $483.38 $3,867.38 ;. ~~'?J.t:""" ' , ::.\.... ?;IPJ 'INVOICE 25893 BREUER 'METAL CRAFTSMEN INC. 500 BEICHL AVE. BEAVER DAM, WI 53916 CUSTOM METAL FABAICATING IN AlU~INUM-STEEl-STAINLESS-8RONZE-8HASS FAX-920-885-2831 920-885-2828 SHIP TO: 100 JOHN T. JONESCoNSTRoCtION PO BOX 2424 FARGO, rID 58108 ST JOSEPH,WTP/JOHN T JON ~9771 'fRONTAGE RD ST JOSEPH, MN 56374 Inv Date 071806 Shipped 071306 Via TRAFFIC TECH Our Job 4464 Plant 2 Your Order FOB JOBSITE Terms: Net 30 Days - No Retainer W/O # 4464 - 9 224 LINEAL FT pRECAST CONNECTIONS ROLLED -- NONB~ING ANGLES AT WALLS W/O # 4464 - 11 , ' 226 tINEAL Fr BRICK S:rrELF AN3LES wEsT END ELEvAToR 025.8 PO 4t 050.3-'04 s~ TOTAL 11,184.&7 PLUS TAX 7'2,7. (lZ INV TOTAL 11,911.89 ____ ____ _T Tn,.. Bury Companies, Inc. 14210 Northdale Blvd. Rogers, MN 55374-9631 3b )~:J Invoice Invoice Number:' 18173 Invoice Date: Jun 13, 2006 Voice: Fax: 763-428-4540 763-428-4518- Page: 1 Sold To: JOHN T. JONES CONSTRUCTION CO. 2213 7th AVENUE NORTH P.O. BOX 2424 FARGO, ND 58108-2424 Ship to: ~TP ST. JOSEPH 29771 FRONTAGE RD - ST. JOSEPH, MN ,-- I Customer ID Customer PO Payment Terms 20 Days Due Date 7/3/06 Extens ion \ 244.941 194.01 I 8,968.06, 1 I 7,219.631 159.80\' 95.001 I ,--- 0503-10 I JOR T JON 1.5% 10, Net ~= SalesReplD \--=- . Shipping Method Ship Date \= Kenworth Truck ~ Quantity Item i Description Unit Price 6.30 500153 1# 3 60 GR. PER 100 WGT. 38.88 I 4.99 500154 i# 4 60 GR. PER 100 WGT. 38.88 I I 230.66 500155 1# 5 60 GR. PBR 100 WGT. 38.88 I 38.s81 i 185.69 500156 1# 6 60 GR. PER 100 WGT. I 38.881 I 4.11 500158 i# 8 60 GR. PER 100 WGT. I I I 1. 00 001000 IDELIVERY 95.00 I \ I I i I i \ ! I , ! : . I ! I I i , ; i I I I___________J____ Check/Credit Memo No: Subtotal Sales Tax Total Invoice Amount Payment/Credit Applied TOTAL 16,881.44 1,097.2S 17,978.7: 17,978.7: WE OFFER AN EARLY PAY DISCOUNT 1.5% NET 10 Attachment: ~, or No REQUEST FOR COUNCIL ACTION DATE: August 3, 2006 Engineering Tracy Ekola, PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 2006 Street Improvement Letter of Recommendation. PREVIOUS ACTION Application for Payment No.1 for $180,177.24. RECOMMENDED COUNCIL ACTION Application for Payment No.2 FISCAL IMPACT $327,335.94 COMMENTS/RECOMMENDATIONS P:\P1\Slsuoe\common\D39 Req Council Action\0603 AFP 1 070606.doc SEH June 26, 2006 RE: St. Joseph, Minnesota 2006 Street hnprovements SEH No. A-STJOE 0603 14 City of St. Joseph Honorable Mayor and City Council c/o Judy Weyrens 25 College Ave North PO Box 668 Saint Joseph, MN 56374-0668 Dear Mayor and Members of the Council: Enclosed please fmd Application for Payment No.2 for this project. We have reviewed this application and it appears to be in order. When payment is made, sign all copies of the Application for Payment and distribute as follows: C & L Excavating SEH ' City o[St. Joseph Please submit the payment to the following address: NORTHERN ESCROW INC 1276 S ROBERT S W STPAULMN 55118 651.457.9621 FAX 651.457.7531 If you have any questions, please feel free to call us. Sincerely, ",,:, /A, .. ,,~rA:' , }//i ./W,/ , ,'~ --'/" ~,,_...v. /' ,,/ '-"'. !! j/ Tracy L,Ekola, PE City Engineer Jmw Enclosures P:IPT\SISTJOEl060300ISPECS\L-AFP TO OWNER-DOC Short Elliott Hendrickson inc., 1200 25th )\venue South, P.O. Box 1717, St. Cloud. MN 56302-1717 SEH is an equal opportunity employer I www.sehinc.com I 320,229.4300 i 800:572.0617 I 320.229.4301 fax j: w U) ,<0 <0 0,0 .,'(O"~ 52"~~ 'I:t,'I:t 0;;:: fIj fu D.. ~. I- W W ~ en to o 53. :I: "C) ::) .0 n:: 'J: I- o .W :I: (J') ::i D. ill:!: 1-0 <(.> Oe .","< z~ wn:: .ClS', 0 ttj3: P:: 0::. 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C/)<ow IJ...xC/) 000 ;:al-: -01- Uo..C/) c W > o 0:: 0. 0. <C Attachment: ~, or No REQUEST FOR COUNCIL ACTION DATE: August 3. 2006 Engineering ORIGINATING DEPARTMENT Tracy Ekola, PE DEPARTMENT APPROVAL AGENDA ITEM 2005 Cloverdale Area Improvements PREVIOUS ACTION Application for Payment No.6. RECOMMENDED COUNCIL ACTION. Approve Payment No 7. FISCAL IMP ACT $24,120.78 COMMENTSfRECOMMENDA TIONS P:\PTlSlstjoe\common\D39 Req Council Action\0405 pmt 7 080306-PENDING.doc SEH July 25,2006 RE: St. Joseph, Minnesota 2005 Cloverdale Area Improvement SEH No. A-STJOE 0405 14 City of St. Joseph Honorable Mayor and City Council c/o Judy Weyrens, Administrator St. Joseph, MN 56374-0668 Dear Mayor and Members of the Council: Enclosed please find Application for Payment No.7 for this project. We have reviewed this application and it appears to be in order. When payment is made, sign all copies and distribute as follows: Larson Excavating Contractors, Inc. SEH City of St. Joseph If you have any questions, please feel free to call us. Sincerely, ~d~ ;rei: Project Engineer jmw. Enclosures X:\S\stjoe\040500\specsIAPL-O .doc 'Short Elliott Hendrickson Inc., 1200 25th Avenue South. P.O. Box 1717. St. Cloud. MN 56302-1717 SEH is an equal opportunity employer www.sehinc.comI320. 229.4300 800.572.06i7 320.229.4301 fax cr:cr:I It) <0 0 0 0 0 0 0 0 '<t 0 0 0 WOW 00 C! C! 0 C! 0 C! 0 0 Ll1 0 0 00 zl-en ~~ 0 0 0 0 Ll'i N Ll'i cO ('t) ..,f 0 ~O :> 1'-...- 0 0 0 It) ...- ('t) ('t) It) It) '<t 0 O~ ...-N '<t <0 ...- C'.!. It) I'- '<t Ol. 00 '<t ...-. 0 -- -- ~ ~ ~ N ~ ~ ~ ('t) ~ ~ ~ I- a:: NI'- ~ ~ Z 0- 0 ~ 0 < W .~ 0 0 0 0 0 0 0 0 0 0 0 0 0 C! 0 0 0 0 0 0 0 0 w ' :J: 0 ... ....I 0 U 0 0 0 0 0 0 0 0 0 0 0 W C! 0 C! 0 C! 0 C! 0 C! 0 0 It) :J: 0 0 0 0 0 0 0 0 0 0 0 0 en 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N ::::i Ii: 0- w:!E 0 !ci:8 u. 0:: Ou 0 ...< ... z~ ~ Wa:: :!EO ... ltl3: z a:: 0:: 0 ~~ u 0 0 0 0 0 0 0 '<t 0 0 0 C! 0 C! 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FISCAL IMPACT $205,983.14 COMMENTS/RECOMMENDA TIONS P:\PTlS\sljoe\common\D39 Req Council Aclionl0503 pml7 080306-PENDlNG.doc SEH July 24, 2006 RE: St. Joseph, Minnesota 2005 Northland Heights SEH No. A-STJOE 0503 14 Honorable Mayor and City Council c/o Judy Weyrens, Administrator City of St. Joseph P.O. Box 668 St. Joseph, MN 56374-0668 Dear Mayor and Members of the Council: Enclosed please fmd Application for Payment No.7 for this project. I apologize for the delay in getting this to you. We have reviewed this application and it appears to be in order. When payment is made, sign all copies and distribute as follows: Erin Contracting, Inc. SEH City of St. Joseph . If you have any questions, please feel free to call us. Jmw Enclosures c: Tracy Ekola, SEH X:ISlstjoeI050300ISpecsIAFP-O.doc Short Elliott !Hendrickson inc., 1200 25th Avenue South, P.O. 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U)cow u..XU) 000 >-OJ, !:::o"": oa...U) a w > o ~ 0. ~ Attachmen( Y:~~rNO ,---, REQUEST FOR COUNCIL ACTION DATE: August 3. 2006 Engineering Tyson Hajicek, PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 2003 Northland Plat 7 Application for Payment No.9 FINAL PREVIOUS ACTION None. RECOMMENDED COUNCIL ACTION Approve for payment. FISCAL IMP ACT $22,664.52. COMMENTS/RECOMMENDA nONS None. X:\S\sljoe\common\D39 Req Council Aclion\0310 pml9 FINAL-042706.doc ... SEH June 26,2006 RE: St. Joseph, Minnesota 2003 Northland Plat 7 SEH No: A-SnOE 0310 14 Honorable Mayor and City Council c/o Ms. Judy Weyrens City Administrator City of St. Joseph P.O. Box 668 8t. Joseph, MN 56374-0668 Dear Mayor and Members of the City Council: Enclosed please fmd Application for Payment No.9 (FINAL) for this project. We reviewed this application and it appears to be in order. When payment is made, sign all copies and distribute as follows: R. L. Larson Excavating, Inc. SEH City of 8t. Joseph If you have any questions, please feel free to call us. ~~ :Z1.jiCek, PE Project Engineer Jmw Enclosures c: Tracy Ekola, 8EH (w/enclosure) X:IS'-'tjoeI031000'-'pecsIAPL-O.doc r~~_ Short Elliott Hendrickson inc., 1200 25th Avenue South. P.O. Box 1717, St. Cloud. MN 56302-1717 SEH is an equal opportunity employer I ww'.....sehinc.com ! 320.229.4300 I 800.572.0617 320.229.4301 fax 0::: 0::: I LUOUJ ZI-(/) SO O~ I- Z o o I'- ~ ....I 0.. o Z <( ....I I I- 0::: o Z t;<) o o N ("I) o -- o .,... -- CO o " o LL. 0:: o I- U <( 0:: I- Z o () W I- <( e I- Z w :!: w W 0:: (!) <( ..J <( Z u:: 0) o Z I- Z w :!E ~ c.. 0:: o LL. Z o ~ (,) :J c.. c.. <( o Z (9 Z ~ <( o zX ::2:UJ ~ .Z ("I)IO oo..(/) UJWO::: 0(/)<( ...,0....1 t):-i I I- . <((/)0::: o 0:: Z 12 I- () Uo::<( WWO:: -'Zl- O>Z 0::>0 c..OU l() o o N -- .,... ("I) -- N J: (!) ::> o 0:: J: l- e W J: l/) :J c.. :!E o () () <( ::s::: 0:: o s: 0:: o LL. 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I N o C'? <.0 LO r--Z ...-2 r-- . ...-0 x::1 00 !D-l I ,0 wq....= u)CLU) e W e z W :iE ~ o o w n::: W I- <( o LO :>.: CO co <.0 <.0 o I """ :c [; CLZ <.0 Ww LO CJ)> Z 0<( 2 ..., . . w CO I I-CJ<.OCL CJ)w<'oW u..-lxU) 0-l00 >-O!D-, 1-0 , -l{)01- UNCLU) c w > o 0:: c.. Q., <( I Attachment: Yes or No REQUEST FOR COUNCIL ACTION DATE: August 3, 2006 Administration ORIGINATING DEPARTMENT Leslie Valiant. Finance Director DEP ARTMENT APPROVAL AGENDA ITEM 2006 Workman's Compensation Insurance PREVIOUS ACTION 2005 Workman's Compensation Insurance RECOMMENDED COUNCIL ACTION Continue with the $1,000 deductible FISCAL IMP ACT $37,392.00 COMMENTS/RECOMMENDA TIONS Increasing the deductible to $2,500 would result in a cost savings of$1,748. This savings would only be realized if the occurrences would be zero. Number of occurrences 2002 2003 2004 2005 2006 I 2 1 1 o to date 2006 Workman's Comp Insurance Recommendation 2005 Premium 2006 2006 Premium % Premium % $1000 Deductible Increase $2500 Deductible Increase 29430 37392 27.05% 35644 21.11% Overall League of Minnesota rate increase was 4.99% I would recommend continuing the with the $1,000 deductible since the cost savings by raising to the $2,500 deductible is only $1,748 and the cost savings would almost be completely be comsumed by just one occurance. Number of Occurance 2002 1 2005 1 2003 2 2004 1 2006 o I Attachment: ~ or No REQUEST FOR COUNCIL ACTION DATE: April 20, 2006 Administation ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM Crescent Hills Annexation PREVIOUS ACTION RECOMMENDED BOARD ACTION Execute Resolution for Orderly Annexation for the plat entitled Crescent Hills. FISCAL IMPACT None COMMENTS/RECOMMENDATIONS It is anticipated that the Township Board would approve the resolution at their meeting on Monday, July 31, 2006. PEtiTION FOR ANNEXA'1'ION TO'fHB CITY COm<i'ClL OF'tlm qrrY OF ST. JOSEPH; MtNN'ESOTA: IN. THE MATtER OF tnE PE'ITrlON OF CERTAIN PERSONS FOR ANNnXATION OF UN. INCORPORAtED ADJOINING PROPERTY TO THE CITY OF ST. JOSEPH, MlNNESOTA: We, the undersigned, ail the own~i:s of the territbry described below; hereby. petition the Council to annex this territory to the City of St. Joseph, Minnesota, and 00 extend the City boundaries to include the same, and for tllilt purpose respectfully state: . 1. The territoty to be. annexed corisists erttire1y of platted lands which have been duly and legally inade and certified acc9rding to the. laws of this state and file in the office of the recotder of Steams County, Minnesota. All of the lands lie .entire1y within the Ca~ty 'Of Stearns, Minnesota and the description of such lan:ds is as follbWS: (Insert legal description) includingacl'eage) 2. The territory described abave abuts upon the City Limits at the boundary thereof and none of it is presently included Within the Corporate Limits 'Of any Incorparated City. 3. The petitioners ate in need ofIrtunicipal sewer service. 4. All of this territory is urban (or suburban) in character and occupied by . or is vacant land. 5. The residents in the area will increase the population by 6. All of the property is withjn the year zone of the Orderly Annexation Agreement between the Town orst. Joseph and the qty ofSt. Joseph of February 6,1998. 7. All ofthe property owners of title exceed the required percentage to constitute a sufficient petition under M.S. 414.033, Subd 5, and the percentage of parcels of property in the affected area according to Section 7 B of the Orderly Annexation Agreement between the Town ofSt. Joseph and the City of St. Joseph. . 8. The acreage of the parcel requesting annexation is acres (include to .00 of acres) 9. The fee for armexation 'Of the above described parcel is $ minimum) 135.00 ($5.00 pet acre, $100 ALL OF THE PROPERTY OWNERS OF TITLE 8i RECEVED BY Judy Weyrens, Administrator/Clerk Date Name: 2 Parcels Selected o .- \ ..... -..... ~~.~.-._- Description: SEH DataView Parcel Report Address: 7 Pin: w.!:....- 1! ."",. 7/31/2006 L . - f- PROPOSED LEGAL DESCRIPTION FOR CRESCENT HILL That part of the east 1980.00 feet of the Northwest Quarter of Section 11, Township 124 North, Range 29 West, Stearns County, Minnesota lying northwesterly of the centerline of County Road No. 133, as established in STEARNS COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 13, according to the recorded plat thereof, said Stearns County. Except the north 194.00 feet of the west 22.74 feet of the east 1980.00 feet of said Northwest Quarter of Section 11. And: That part of the east 990.00 feet of the west 1650.00 feet of the South Half of the Southwest Quarter of Section 2, Township 124 North, Range 29 West, said Stearns County except the north 24.75 feet of said South Half of the Southwest Quarter lying westerly of the following described line: Commencing at the South Quarter comer of said Section 2; thence South 89 degrees 13 minutes 48 seconds West, assumed bearing, along the south line of said South Half of the Southwest Quarter a distance of 981.48 feet to the point of beginning of said line; thence North 00 degrees 34 minutes 36 seconds West to the north line of said South Half of the Southwest Quarter and there terminating. . Excepting from the 2 parcels described above the following described tract: Thatpart of said South Half of the Southwest Quarter of Section 2 and said Northwest Quarter of Section 11 described as follows: Commencing at said South Quarter comer of Section 2; thence South 89 degrees 13 minutes 48 seconds West, assumed bearing, along said south line of the South Half of the Southwest Quarter, a distance of 981.48 feet; thence North 00 degrees 34 minutes 36 seconds West, a distance of282.91 feet to said centerline of County Road No. 133, being the point of beginning of the tract of land to be described; thence continuing North 00 degrees 34 minutes 36 seconds West, a distance of 434.76 feet; thence South 49 degrees 21 minutes 10 seconds West, a distance of 800.99 feet; thence South 40 degrees 38 minutes 50 seconds East, a distance of 332.25 feet to said centerline of County Road No. 133; thence North 49 degrees 34 minutes 55 seconds East, along said centerline, a distance of 67.00 feet; thence North 49 degrees 22 minutes 35 seconds East, along said centerline, a distance of 454.12 feet to the point of beginning. RESOLUTION FOR ORDERLY ANNEXATION 1. The Township of St. Joseph and the City of St. Joseph have entered into an Orderly Annexation Agreement approved by the Municipal Board February 6, 1998 as OA-524, and, pursuant to Section 7, Subdivision B, Paragraph 3, states if the owners of 100% of the parcels of property in the affected area have petitioned to annex, the City Council will, as an agenda item at their next regular meeting, review the petition for consideration of annexation. 2. The City Clerk! Administrator received a petition for annexation on March 29, 2006 signed by the property owners of title for the following described property, all of which are governed by the OA Agreement. . See attached legal description (Exhibit "A") 3. The City Council agrees to reimburse the Township pursuant to Minnesota Statutes 414.036 and Section 4 of the OA Agreement, for the taxes to be collected on this property according to the following schedule: 2007 2008 2009 2010 2011 60% 50% 40% 30% 20% In the year 2012 and every year thereafter, all pertinent tax revenue will be the property of the City. 4. Upon annexation the property shall be zoned as R-1 Single Family, subject to the requirements according to City Ordinance No. 52 and future amendments to such Zoning Ordinance. 5. . The OA agreement states the Town and City mutually agree and state that this Joint Resolution and Agreement sets forth all the conditions for annexation of the areas designated, and that no consideration by the Municipal Board is necessary. The Board may review and comment, but shall, within thirty (30) days, order the annexation in accordance with the terms of this Joint Resolution. Approved by the City of st. Joseph this day of ,2006. (seal) ATTEST: Richard Carlbom Mayor Judy Weyrens Administrator/Clerk Approved by the Township of St. Joseph this ATTEST: Anna Reischl Township Clerk of ,2006. Matt Symalla Township Supervisor I Attachment: Yes or No REQUEST FOR COUNCIL ACTION Crescent Hills - Final Plat DATE: August 3,2006 ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM Final Plat - Crescent Hills PREVIOUS ACTION The City Council and Planning Commission have previously approved the preliminary plat for Crescent Hills. The plat is being developed as a PUD, containing detailed single family and twin homes. As you may recall the plat also includes a tree preservation easement. It is anticipated that the plat will be developed in two phases. The submitted final plat is consistent with the Preliminary Plat that was approved by the Planning Commission and City Council. RECOMMENDED COUNCIL ACTION FISCAL IMPACT COMMENTS/RECOMMENDATIONS MN Land Developments has indicated that they will start the improvements immediately after the Council approves the plat. We are working on the development agreement as the packets are being prepared. We had hoped to have it ready today. We will forward you the document when it is ready. lfit does not get finalized before Thursday, we will be asking to remove the item from the agenda. ~ SEH MEMORANDUM TO: Judy Weyrens, City Adminstrator FROM: Tracy Ekola, City Engineer DATE: July 28, 2006 RE: Crescent Hill Final Plat and Construction Plans Review Comments SEH No. STJOE0608 14 Please find the following engineering review comments for the Crescent Hill Final Plat and Construction Plans: General & Street 1.. Provide signed easement document (for the area depicted on the easement sketch plan). 2. How will the tree preservation area be protected/designated (i.e. conservation easement?) 3. Block numbers are missing on the final plat. 4. Turn lane design is subject to Stearns County Highway Department approval. Provide City Engineer with copy of Stearns County Highway Access/ Aproach Permit and Utility Permit. 5. Driveways for mult-family lots should be 36' width between the 3' taper sections or have a section of raised curb between the driveways. 6. Change Honeylocust Lane NE to Honeylocust Loop NE. 7. The subdivision ordinance (54.16 Subd. 3 . b) does not allow dead end. While the preliminary plat met these requirements, Phase 1 does not comply this requirement. Temporary cul-de-sacs at the end of Honeylocust and 16th Avenue will not comply with the requirement of 54.16 Subd. 3. I) which says cul-de-sacs shall normally be no longer than 500' in length. The City should consider a deadline for completion of the entire Crescent Hill plat to minimize the length oftime the temporary cul-de-sacs would be used and/or require a temporary road connecting Honeylocust and 16th Avenue. Cul-de-sacs shall have 50' radius (pavement). 8. Developer to provide alternate construction access for future phase. (i.e. How will Phase 2 be constructed without impacting Phase 1 (access to Phase 2 will be through Phase 1 lots? How will construction traffic and grading material be hauled to/from the future construction site?) 9. Trail Plan is subject to Park Board review. 10. Sidewalk thickness shall be 6" at driveway locations. 11. Provide net developable acreage with final plat submittal for storm water development fee and parkland dedication calculations. 12. Provide detailed cost estimates (cost of site grading and public improvements is necessary for developer agreement infonnation). 13. Submit specifications and half size drawings of final construction plans. Grading, Stormwater and Utilities 14. Provide wetland delineation signs and stormwater pond signs (per city standard details). 15. Relocate access for pond on Outlot A (i.e. access is too close to the CR133 intersection). 16. Drain tile connection should be stubbed out to all individual lots to the easement line so sump pump drainage can discharge underground to the storm sewer. Short Elliott Hendrickson Inc., 1200 25th Avenue South, P.O. Box 1717, SI. Cloud, MN 56302-1717 SEH is an equal opportunity employer I www.sehinc.comI320.229.4300 I 800.572.0617 I 320.229.4301 fax Crescent Hill Final Plat and Construction Plan Review Comments July 28, 2006 Page 2 17. Provide signage layout and 24" stop bar locations on the plans. 18. Per Ordinance 54-16, Subd. 4. m) Lot Pads. The garage floor elevation of all structures shall be a minimum of 12" and a maximum of36" above the grade of the crown of the street. 19. 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J ~ '" ~ Cl ... ., z " CIOZZ 2~~S 5p:!I :!IV"" lii1"!3 ;em '"~ ..~ ~ I Attachment: Yes or No REQUEST FOR COUNCIL ACTION Graceview Estates 4 - Final Plat DATE: August 3,2006 ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM Graceview Estates 4 - Final Plat PREVIOUS ACTION The City Council and Planning Commission approved a revised preliminary plat for Graceview Estates. The revised preliminary plat changed the entrance off 7th Avenue and allowed for a change in housing styles. RECOMMENDED COUNCIL ACTION Authorize execution of the Final Plat entitled Graceview Estates 4 and execution of the Development Agreement. FISCAL IMP ACT COMMENTS/RECOMMENDATIONS The final plat is consistent with the preliminary plat. We are in the process of preparing the Developer's Agreement and if the agreement is not ready we will ask to have the item removed. lL.. SEH MEMORANDUM TO: Judy Weyrens, City Adminstrator FROM: Tracy Ekola, City Engineer DATE: July 28, 2006 RE: Graceview Estates 4 Final Plat and Construction Plans SERNo. STJOE06l2 14 Please find the following engineering review comments for the Graceview Estates 4 Final Plat and Construction Plans: 1. Per the approved amendment to the PUD Plan for Graceview Estates, provide a 36' wide private street section at the Dale Street/7th A venue intersection (aligned with Dale Street). 2. An 8' wide bituminous trail is provided adjacent to the curb along 7th Avenue. Previous plans showed a boulevard between the trail and the curb. The Trail Plan is subject to Park Board reVIew. 3. Provide trail construction plan and details on construction plans. 4. Provide detailed cost estimates (cost estimate for site, street and utility improvements is necessary for developer agreement information). 5. Submit final plat drawings in electronic format (pdf and dgn). 6. Provide stop sign, crosswalk and 24" stop bar at 7th Avenue intersection. 7. Silt fence will be required behind the curb along all streets after mass grading and private utility installation to keep sediment from washing into the streets. 8. Provide street name and address plan for review. c: Dick Taufen, Public Works Director Rich Romness, SEP Ron Wasmund, City of St Joseph Building Official p:\pt\s\sljoe\common\corr\m-jweyrens072806.doc Short Elliott Hendrickson Inc., 1200 25th Avenue South, P.O. Box 1717, St.Cloud, MN 56302-1717 SEH is an equal opportunity employer I www.sehinc.comI320.229.4300 I 800.572.0617 I 320.229.4301 fax ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r ~ ~~g~$t~~;~C~8~~~g~~~~~~~~~~U~~~~~~~~~;;~~~S~~~~~~WN~: ~ ~__~~~~______________________NN~~N~~N~NN~NNNNNNNNNNN ~ ~5~~iii5~i5iiiiiii~i~iiiii~~~~~~~~~I~~eli~~e~~~~~EI~ ! 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'0 o a: ~ jf Q '0 1 E. ~ w a 0: o o o o . ~ '" i' J 9' or t !l. } aQ. =:~ 'l'!l. 9' or S' o l r .0 ~ i e .. ~ i ~ g, oi :? ~ ~ ~ ~ i g e ~ Q. ~ o Q' ~ 3 5" ia: ~ &,<!! il -0 ;f:s; ~8 w ~. <1 5' ~ ~ a' '0 a o lI- [ ~ a II ~g ~ i!i I':i z z z !B a I ~ 8 g!!i Z '" ~ !l. ~ a ~ 0. ~ !l. ~ ~ s- a s: ~ 1 i i il co o ~ !:! '" "" " a oil .g' !f~ff' -== ...~ III Ill... ;;g '-<".ll'a'~ il- ~ c:- :.0;;' ft~: mU1~" Ill"'''ll to ~i i .... " S' " e. " ... ~ Z~ II ~ l o. 0- ~ i i '" r 6' Ii' ;L ;0 :s; i IV ii e. ~ a- t ~ S- o 0. i .if ~ '" J !:: i 1t ." f Q o Q. ~ or :F ~Q.. OGe ~g-~ e" [9' ~2- r~ I !" a ~ Q. "" m ~ '" !il .... :.~::: ..... " " ..../ >" "<<'::': rt1 r;>o 02:: ~~Ei~~ !Jl~~g:S; \i!?'o~ -'" '" f f.:" {". .... ....~ -a 5" "E~ ~il 31" g~ aij ~~' g a: ~ Q. ,,; ~ go'" ~ ;~ }> ~~ " I~ IH l!I :l.~ ~ [;! ~ am Q 11 '0 1 ~m ;I ~~ ; l~ 1 5'~ ~ i~ ~ ~~ :- g; a ~.i i !ill' j ~~ o !l.~ .q ~!; ~ :5 ~ 0= '- !l'~ g g-c .g I~ =r ~[ ~ q , t~ 0' -0 r c [ Ii' g q '0 ~~ Fj e o Q. ~ 'fj! ~ ~ o o ~ a 0- ! !:: 5' a ~ " a ;L ~ ~ '0. I ~ o w r a ;c ~. J f !l. i If S' [ g [ !l. ~ : ~ ." ~ o Ii s- ir lC J o ~ ~ . oil" a. g 0. ." .g ~. ~ @ en .,J:::.. I Attachment: Yes REQUEST FOR COUNCIL ACTION DATE: August 3, 2006 Engineering ORIGINATING DEPARTMENT Tracy Ekola, PE DEPARTMENT APPROVAL AGENDA ITEM 2006 8th A venue NE Improvements PREVIOUS ACTION Ordered preparation of Plans & Specifications. RECOMMENDED COUNCIL ACTION Approve Advertisement for Bids and Plans and Specifications for 2006 8th Avenue NE Improvements. Schedule Final Assessment Hearing for Sept. 7, 2006. FISCAL IMP ACT See Attached Estimate. Proposed final assessment costs will be presented at the Final Assessment Hearing. COMMENTS/RECOMMENDATIONS Advertisement for Bid is attached. Bid Due date is scheduled for August 28,2006, in order for construction to begin in September 2006 with substantial completion in October 2006 and final completion in June 15,2007. Due to the late start on this project, the above dates should not be delayed unless this project is Bid in the Spring. Plans will be provided prior to the Council Meeting. Based on the final design and further research on the available road right-of-way, we are recommending that the street width be decreased from 32' wide to 30' wide. We do not have sufficient ROW on one parcel (approx. 50' instead of 66'). Reducing the street width and shifting the centerline to the west would still allow sufficient boulevard area for private utilities and snow storage. Plans presented at the Council Meeting will include a 30' wide street. Reconstruction of streets at a widths less than 32' has occurred on past projects where there is not sufficient ROW to construct a standard street section. P:\PT\S\stioe\common\D39 Req Council Action\0611 Ad for bid.doc 2006 8TH AVENUE NE IMPROVEMENTS 8/3/2006 ST. JOSEPH, MN SEH NO. A-STJOE0611.00 OPINION OF PROBABLE COST ITEM UNIT OF APPROXIMATE UNIT .NO, ITEM DESCRIPTION MEASUREMENT QUANTITY PRICE COST TOTAL MOBILIZATION LUMP SUM 1.00 $5,000.00 $5,000.00 2 TRAFFIC CONTROL LUMP SUM 1.00 $1,000.00 $1,000.00 3 ROCK CONSTRUCTION ENTRANCE EACH 2.00 $600.00 $1,200.00 4 SILT FENCE, HEAVY DUTY UN FT 349.00 $2.25 $785.25 5 INLET PROTECTION TYPE A EACH 2.00 $100.00 $200.00 6 INLET PROTECTION TYPE C EACH 4.00 $75.00 $300.00 7 CLEAR AND GRUB TREE EACH 1.00 $250.00 $250.00 8 CLEAR AND GRUB HEDGE UN FT 65.00 $10.00 $650.00 9 MILL BITUMINOUS PAVEMENT SQYD 1,759.00 $2.00 $3,518.00 10 REMOVE BITUMINOUS PAVEMENT SQYD 230.00 $1.75 $402.50 11 SAWING BITUMINOUS PAVEMENT UN FT 230.00 $3.00 $690.00 12 REMOVE CONCRETE CURB & GUTTER UN FT 134.00 $3.00 $402.00 13 INSTALL MARKER POSTS EACH 10.00 $75.00 $750.00 14 INSTALL NEW SIGN POST WI SALVAGED SIGNS EACH 1.00 $150.00 $150.00 $15,297.75 15 COMMON EXCAVATION (EV)(P) 929.00 $6.75 $6,270.75 16 CONSTRUCTION WATER 'MGAL 25.00 $25.00 $625.00 17 BITUMINOUS DRIVEWAY PAVEMENT WI 6" CL 5 AGG BASE SQYD 96.00 $15.00 $1,440.00 18 GRAVEL DRIVEWAY - 6" CL 5 AGG SQYD 109.00 $6.00 $654.00 19 6" CONCRETE APRON WI 4" CL 5 AGG BASE SQYD 17.00 $50.00 $850.00 20 AGGREGATE BASE (CV), CLASS 5 (P) CUYD 523.00 $21.50 $11,244.50 21 TYPE LV4 WEARING COURSE MIXTURE (LVWE45030C) SYIN 2,937.00 $3.20 $9,398.40 22 TYPE LV3 NON-WEARING COURSE MIXTURE (LVNW35030C) SYIN 3,916.00 $3.15 $12,335.40 23 BITUMINOUS MATERIAL FOR TACK COAT GAL 98.00 $2.00 $196.00 24 CONCRETE CURB & GUTTER, DESIGN B618 UN FT 1,243.00 $9.00 $11,187.00 25 PAVEMENT MESSAGE (STOP) EACH 2.00 $150.00 $300.00 26 24" STOP UNE WHITE-EPOXY UN FT 24.00 $7.00 $168.00 27 STREET SWEEPING (TYPE WET PICKUP) HOUR 4.00 $100.00 $400.00 $55,069.05 28 8" PVC SANITARY SEWER, SDR35 UN FT 428.00 $35.00 $14,980.00 29 4" PVC SANITARY SEWER SERVICE, SDR26 UN FT 123.00 $21.00 $2,583.00 30 4" PVC SANITARY RISER PIPE, SDR26 UN FT 34.00 $21.00 $714.00 31 SANITARY SEWER MANHOLE, 48" DIA. (0-10') EACH 2.00 $2,100.00 $4,200.00 32 EXTRA DEPTH MANHOLE UN FT 11.06 $100.00 $1,106.00 33 CONNECT TO EXISTING SANITARY SEWER EACH 1.00 $1,000.00 $1,000.00 34 8" X 4" PVC WYE & BEND, SDR 26 EACH 4.00 $150.00 $600.00 35 CLEAN & TELEVISE SEWER UN FT 428.00 $1.50 $642.00 $25,825.00 36 8" WATER MAIN - DUCT IRON CL 52 UN FT 902.00 $32.00 $28,864.00 37 6" WATER MAIN - DUCT IRON CL 52 UN FT 31.00 $27.00 $837.00 38 HYDRANT EACH 1.00 $2,500.00 $2,500.00 39 8" GATE VALVE AND BOX EACH 3.00 $1,000.00 $3,000.00 40 6" GATE VALVE AND BOX EACH 1.00 $750.00 $750.00 ei1/2006 2006 8TH AVENUE NE IMPROVEMENTS ST. JOSEPH, MN SEH NO. A-ST JOE0611.00 ITEM NO. ITEM DESCRIPTION TOTAL 41 CONNECT TO EXISTING WATER MAIN 42 1" CURB STOP AND BOX 43 1" CORP STOP 44 1"TYPE K COPPER PIPE 45 WATER MAIN FITTINGS OPINION OF PROBABLE COST UNIT OF APPROXIMATE UNIT MEASUREMENT QUANTITY PRICE EACH EACH EACH UN FT POUND 6.00 6.00 175.00 342.00 2 2.00 $1,000.00 $150.00 $120.00 $19.00 $5.00 COST $2,000.00 $900.00 $720.00 . $3,325.00 $1,710.00 8/3/2006 $44,606.00 8/1/2006 C:\Documents and Settings\sbialke\Local Settings\Temporary Internet Files\OLK15\[estimate-bidding.xls]32' Street 'COSTS ARE IN 2006 DOLLARS GRAND TOTAL CONTINGENCY (10%) ENGINEERING (20%) LEGAL, FISCAL & ADMINISTRATIVE (10%) SOIL BORINGS TOTAL 3 $153,283.80 $15,328.38 $30,656.76 $15,328.38 $1,300.00 $215,897.32 8/1/2006 CITY OF ST. JOSEPH CC RESOLUTION 2006-20 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to a resolution passed by the council on July 12, 2006, the city engineer (consulting engineer retrained for the purpose) has prepared plans and specifications for the improvement of 8th Avenue NE between Minnesota Street E and CSAH 75 to include utility extension and street, curb, and gutter and has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF ST. JOSEPH, MINNESOTA: 1. Such plans and specifications, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The City Administrator shall prepare and cause to be inserted in the official paper (and in the Construction Bulletin) an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall be published twice, shall specify the work to be done, shall state that bids will be opened and that the responsibility of the bidders will be considered by the council at 5:00 PM on August 30, 2006, in the city council chambers of the St. Joseph City Hall. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the council on the issue of responsibility. No bids will be considered unless sealed arid filed with the City Administrator and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the City Administrator for 5 percent of the amount of such bid. Mayor City Administrator DOCUMENT 00 1113 ADVERTISEMENT FOR BIDS 2006 8th Avenue NE Improvements . St. Joseph, Minnesota SEH No. A-STJOE 0603 Notice is hereby given that sealed Bids will be received by the City Administrator until 11 :00 a.m., Monday, August 28, 2006, at the office of the City Administrator, 25 College Avenue North, P.O. Box 668, St. Joseph, MN 56374-0668, at which time they will be publicly opened and read aloud. Approximate major quantities are as follows: 2,000 SY Reclaim Bit Pavement 1,000 CY Common Excavation 550 CY Class 5 Aggregate Base 3,200 SYIN LV4 Wear Course 4,200 SYIN LV3 Non-Wear Course 1,250 LF B618 Curb & Gutter 450 900 50 1,200 .50 LF LF LF SY ACRE 8-inch PVC San Sewer 8-inch DI Water Main 12;..inch RCP Storm Sewer Sodding Seeding Bids shall be on the form provided for that purpose and according to the Bidding Requirements prepared by Short Elliott Hendrickson Inc., dated August 3, 2006. The Bidding Documents may be seen at the issuing office of Short Elliott Hendrickson Inc. located at: 1200 25th Avenue S, PO Box 1717, St. Cloud, MN 56302-1717. Digital copies of the Bidding Documents are available at http://www.questcdn.com or http://www.sehinc.com for a fee of $20.00. These documents may be downloaded by selecting this project from the "Browse Projects" page or by entering eBidDoc™ #439481 on the "Search Projects" page. For assistance and free membership registration, contact QuestCDN at 952.233.1632 or info@questcdn.com. Paper copies of the Bidding Documents may be obtained from Docunet Corp. 763.475.9600 or 151 Cheshire Lane #300, Plymouth, MN 5544 for a fee of$85.00. Drawings are in 11 x 17 format. Bid security in the amount of 5 percent of the Bid must accompany each Bid in accordance with the Instructions to Bidders. Bids shall be directed to the City Administrator, securely sealed and endorsed upon the outside wrapper, "BID FOR 2006 8TH AVENUE NE IMPROVEMENTS, ST. JOSEPH, MN, STJOE 061 L" The Owner reserves the right to reject .any and all Bids, to waive irregularities and informalities therein and to award the Contract in the best interests ofthe City. Ms. Judy Weyrens City Administrator St. Joseph, Minnesota Publish: Construction Bulletin St. Cloud Times August 4 and August 11, 2006 August 4 and August 11, 2006 END OF SECTION ST JOE 0611 Advertisement for Bids 00 11 1 3 - 1 I. Attachme~t: Yes REQUEST FOR COUNCIL ACTION DATE: 7/28/2006 Engineering Tracy Ekola, PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 2006 Sealcoat Quotes PREVIOUS ACTION None. RECOMMENDED COUNCIL ACTION Recommend award of Base Bid (without Item 2 Bit. Patching), Alternate A and Alternate C to Astech Corporation for a total amount of$39,548. . FISCAL IMP ACT See Tabulation of Quotes (attached). COMMENTS/RECOMMENDA nONS Increased oil prices have impacted the sealcoat unit prices quoted. Staff feels that Alternate C (painting the 24" stop bars) can be completed by others at a reduced cost. Item 2 - Bit. Patching was included in the Base Bid, however, it is feltthat this will not be necessary. C:\Documents and Settings\sbialke\Local Settings\Temporary Internet Files\OLKI5\sealcoat quote 072806.doc Page 1 SEH TABULATION OF QUOTES PROJECT NO.: A-STJOE 0702 NAME: 2006 SEAL COAT IMPROVEMENTS OWNER: CITY OF ST. JOSEPH BID DATE: THURSDAY, JULY 27,2006@ 11:00 AM UNIT DESCRIPTION 1 ENGINEER'S ESTIMATE ASTECH CORPORATION UNIT TOTAL UNIT COST TOTAL 2 ALLIED BLACKTOP CO. UNIT COST TOTAL ITEM QUANTITY 12,400.00 SQYD SEAL COAT (CRS-2 $1.25 $15,500.00 $1.84 $22,816.00 $2.25 $27,900.00 BITUMINOUS MATERIAL, FA-2 GRANITE) 2 5.00 TON BITUMINOUS PATCH $400.00 $2,000.00 $190.00 $950.00 $350.00 $1,750.00 MIXTURE (lV4NW) 3 1,000.00 POUND ROUT & SEAL BITUMINOUS $0.80 $800.00 $2.00 $2,000.00 $2.95 $2,950.00 PAVEMENT CRACKS TOTAL BASE BID $18,300.00 $32,600.00 4 4,400.00 SQYD SEAL COAT (CRS-2 $1.25 $5,500.00 $1.84 $8,096.00 $2.25 $9,900.00 BITUMINOUS MATERIAL, FA-2 GRANITE) 5 400.00 POUND ROUT & SEAL BITUMINOUS $0.80 $320.00 $2.00 $800.00 $2.95 $1,180.00 PAVEMENT CRACKS TOTAL AL TERNA TE "A" $5,820.00 $11,080.00 6 2,900.00 SQYD SEAL COAT (CRS-2 BITUMINOUS MATERIAL, FA-2 GRANITE) 7 250.00 POUND ROUT & SEAL BITUMINOUS $0.80 $200.00 $2.00 $500.00 $2.95 $737.50 PAVEMENT CRACKS TOTAL ALTERNATE "B" $3,825.00 $7,262.50 8 13.00 EACH 24" STOP BAR PAVEMENT MARKING - EPOXY TOTAL ALTERNATE "C" $350.00 $4,550.00 $279.00 $3,627.00 $295.00 $3,835.00 .$3,627.00 I $4,550.00 $3,835.00 C:IDocuments and SettingslsbialkelLocal SettingslTemporary Internet FileslOLK15~bidtab (2).xls]6IDTA6 Short Elliott Hendrickson Inc., 1200 25th Avenue South, P.O. Box 1717, SI. Cloud, MN 56302-1717 SEH is an equal opportunity employer I www.sehinc.com"1 320.229.4300, I 600.572.0617 1 320.229.4301 fax 6/1/2006 I Attachment: Yes REQUEST FOR COUNCIL ACTION DATE: July 27. 2006 Engineering ORIGINATING DEPARTMENT Tracy Ekola. P .E. DEPARTMENT APPROVAL AGENDA ITEM Population !Wastewater Flow Projections for St Cloud WWTF Expansion PREVIOUS ACTION Reviewed projections and requested revised population projections including 6.5%. RECOMMENDED COUNCIL ACTION Review and provide generalized feedback on population estimates to be used for wastewater flow projections. Population estimates may flucuate as the facility planning and design moves forward. Therefore we are looking for a general population trend/estimate at this time realizing that there may be a need to further refine the estimate in the future. Annual growth rate of 6 to 7% to be considered. FISCAL IMP ACT Revised Cost Allocation has not been provided yet from St Cloud. COMMENTS/RECOMMENDA TIONS Population trends were discussed at the last City Council Meeting. The Council requested additional projections be submitted to consider projections between 6% and 7% growth. Attached is the revised population projection showing a column with 6.5% annual growth rate and composite growth rate of 7% through 2020 and then 6% from 2020 to 2030. I have also attached the Pool Capacity Agreement and would like to reiterate that in addition to the City's flow allocation, the City will also pay for a portion of . the pool. According to the Pool Capacity Agreement, the City will pay for and be allowed to use (without paying a premium/penalty) 16.67% ofthe pool capacity. If the City needs to purchase additional capacity (over their allocation and their portion of the pool capacity), the city would have to pay a "premium or penalty". 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(/) 0:: ... n. ~ ~ g ~ ~o.. z3::2: ~~.~ ~ m.~ 8 g > @~ ~ ~,~ 0:: ~ 0:: 0: wfu'5 ~;~'g ::> ffi g ~i~ ~ ~;~.~ <5 ~ ~ ~r~f~~~':~-'gr.g~.:~ ~ ;(;;~;~:tn:lO.fg,,~,:& it) !~!zlziz,:z:zlz z z :2 w I- g! .... rJ) ~C3~ iD ir ;:: :: b 0 3~~ D., w ~ IID. ~ 22 ~ 'xU:U:U: ~ 0 ~'~ ~;~ fg,ffS z z z:z .... <3 ir ~ -.J b:EO ~:3 0:: wn.'" ~ !:; gs :r: I: ir ClClw 551~ 0:: 0:: w ~ g:f2 In U)Jct) In,ltl EO Z.Z'Z 9 ;i~gg ~ 5 Il. < d~~~ Q: a::.cr; ~ ~~w ooi5@ CD men::.:" :5:5:5frl en (/) (I) C ccoo UJwww a:: n:: C! a::: 00,00 :I: :I: ::I:.J: (/)(/)(/)00 a. a.. n.. fL 0: 0:'0::'0: LL u. ll.;u.. '" ~ g> :s ~ ~ ~ Ij o:!i I: '" ~ 'lj 0> 'it .~ 15 'i;) -8 e '" ~ II PARK DEPARTMENT 400 - 2nd Street South st. Clouy!. MN 56301 Operation and Maintenance 1200 -15th Avenue S.E. St. Cloud, MN 56304 Waste Water utility 525 - 60th Street South St. Cloud, MN 50301 . Minnesota AIRPORT 1550 - 45th Avenue S.E. St. Cloud, MN 56304 PUBLIC WORKS DEPARTMENT Engineering 400 - 2nd Street South St. Cloud. MN 56301 PUBLIC UTILITIES Water Utility 1000 - 5th Avem!c North St. Cloud, MN 56303 Hydroelectric Utility S - JJth Street South St. Cloud, MN 56301 DEPARTMENT OF PUBLIC SERVICES July 10, 2006 Ms. Judy Weyrens City of St. Joseph P.D; Box 762 St. Joseph, MN 56374 RE: Parkwood Liftstation Dear Ms. Weyrens: The City of St. Cloud retained the services of SEH Engineering to evaluate the condition and reliability of the aging parkwood Liftstation. As you are aware, the Parkwood Liftstation serves the cities of St. Cloud, St. Joseph and Waite Park. Total flow to the facility has increased significantly since the original installation. Enclosed is a copy of the completed evaluation for your review. The City of St. Joseph is allocated '23.18% of the capacity at the Parkwood Liftstation. The estimated project cost is $1,500,000. St. Joseph would be responsible for $347,700 of the project cost. It is anticipated the project will be implemented in 2008. If you have questions, concerns or comments, please contact me at patrick.shea@cLstcloud.mn.us or (320) 650-2814. ~~/J Patrick Shea Assistant Public Utilities Director PS:eh Enclosure RECE'VED .JUL 1 1 2006 CITY OF ST. JOSE'PI-l http://ci.stcloudmnus The City ofSt. Cloud. Minnes;'ta will not discriminate on the basis of race. color. creed. religion. national origin. sex. disability. age, marital status. status with reguard to public assistance. familial status or sexual orientation. Upon reguest. accommodation will be provided to allow individuals with disabilities to participat.e in all cit.y services. programs and activities. Parkwood Sanita Modifications Stu St. Cloud,Mi SEH No. 11,2005 1 ~ SEH 1V!ultidiscipiined. Single Sour.:e. Trusted solutions for more than 75 '1ear-s. SEH November 11,2005 RE: Parkwood Sanitary Lift Station Modifications Study St. Cloud, Minnesota SEH No. A-STCLD0514.00 Mr. Patrick Shea Assistant Utility Director City of St. Cloud 400 2nd Street South St. Cloud, Minnesota 56301-3699 Dear Mr. Shea: Enclosed is a draft report of our study of potential modifications to the City of St. Cloud's Parkwood Sanitary Lift Station which is located in Waite Park. The study addresses the following components: · Replace pumps with dry pit submersibles · Relocate electrical gear and controls to ground surface · Install a standby emergency generator · Construct a "Pump-Around" system . Recoat the wet well The report contains our preliminary assessment of each item. It has been prepared by SEH without input from the City. Prior to finalizing the report we wish to discuss each item and modify the report to reflect . the input from City staff if necessary. We will then finalize the report with recommendations which can be pres,ented in final form to City Officials. AFerelYr , II /J j/ ." Y(rb:~~/'7t;~-'-----'' j.' - ..L. /E. {mderson, PE Pro Net Manager .' I 1'~1<l.051400\rePorts&specs\r\parkwoodsanlifunods.dOC Snort Elliott I-Iendrid<son Inc., 3535 Vadnais Center Drive, St. Paui, MN 55; i 0-5;96 SE~ is an equa! opportunity employer www.seninc.com 651.490.2000 800.325.2055 65 .490.2;50 fax Table of Contents Letter of Transmittal Certification Page Title Page Executive Summary Table of Contents Page 1 .0 Pu rpose of Study................................ ....... ...... ................. ............ ................... ....... 1 2.0 Existi ng Conditions................. ............ ............. .......... ....................................... ...... 1 3.0 Mod ifi cati on Alternatives.................... ............. ........ ......... .................. .................... 2 3.1 Replace Existing Pumps with Dry Pit Submersible Pumps................................ 2 3.2 Relocate Electrical Gear and Controls .............................................................. 4 3.3 Emergency Generator.......................................... ............................................ 7 3.4 Pum p Around System.................... ................................................................... 8 3.4.1 Objective............... ............ ............ ........... ...,....... ........................... .......8 3.4.2 Pump Around From Wet Well................................................................ 9 3.5 Wet Well Coatings .......................................................................................... 10 4.0 Recomme ndations/lm plementation ... ............ ................................ ...................... 11 4.1 Replace Dry Pit Pumps With Dry Pit Submersible Pumps............................... 11 4.2 Relocate Electrical Gears and Controls .......................................................... 12 4.3 Standby Generator ........... ............ .......... ...... ..... ............................................. 12 4.4 Pump Around System ..................................................................................... 12 4.5 Recoat the Wet Well................... ......................... ........................................... 12 Table 3-1 Table 3-2 Table 3-3 Table 3-4 Table 3-5 Table 3-6 List of Tables Opinion of Probable Cost Dry Pit Submersible Pump ............................. 4 Opinion of Probable Cost Lift Station Electrical Modifications ................. 6 Opinion of Probable Cost Emergency Generator and Transfer Switch.... 7 Opinion of Probable Cost 4th Pump in Dry Well....................................... 9 Opinion of Probable Cost Pump-Around System From Wet Well.......... 10 Opinion of Probable Cost to Recoat Wet Well ...................................... 11 SEH is a registered trademark of Short Elliott Hendrickson Inc. Parkwood Sanitary Lift Station Modifications. Study City of St. Cloud A-STCLD0514.00 Page i November 11 , 2005 Parkwood Sanitary Lift Station Modifications Study Prepared for City of S1. Cloud 1.0 Purpose of Study The purpose of the Parkwood Sanitary Lift Station Modification Study is to evaluate the feasibility of pursuing the following modifications to the Parkwood Lift Station, which is owned by the City of S1. Cloud and is located in Waite Park, Minnesota. 1. Replace existing dry pit pumps with submersible pumps installed in a dry pit application. 2. Move the electrical power and instrumentation and control system from the dry pit to an eh~ctrical building constructed next to the lift station on the ground surface. 3. Install a permanent standby power generator. 4. Install a "Pump-Around" system wnich would be operated in the .event the station is incapacitated. 5. Recoat the sewage wet-well. This study discusses implementation and operational aspects of each of these items and presents an opinion of the probable construction cost for each item. 2.0 Existing Conditions The Parkwood wastewater lift station is a "package" style wet-well/dry-well station which was constructed in 1986. The wet well is 10 feet in diameter having a 6 foot depth from the floor of the wet well to the invert of the lowest inlet pipe and the station is 36 feet deep. The dry well is a steel pre-manufactured vault manufactured by USEMCO, Inc. It has the following dimensions: width 9.0 feet to 11.22 feet, length 31.0 feet and height 12.0 feet. Access to the station is via a vertical ladder accessible from the ground surface, which is installed within a 44-inch diameter access tube. A second 44-inch diameter tube exists. for installation and removal of equipment. A-STCLD0514.00 Page 1 In addition to pumps, the dry well contains electrical gear, a flow meter, ventilation equipment and piping. The sewage pumps are 3 - 2,400 gpm pumps designed to pump against 110 feet of head. Generally only one pump operates at a time. Pumps operate . with one variable frequency drive (VFO) such that the VFO drive will operate the lead pump. If a second pump is called for it will run at constant full speed. All controls are contained locally in the dry well. Only alarms are transmitted out of the station. (The station controls are by Aquatrol control system and, although the company is ria longer in business, the City is still able to obtain parts.) Flow is measured by a magnetic flow meter in the station and is recorded on a circular chart in the station. The City does not totalize the flows. 3.0 Modification Alternatives 3.1 Replace Existing Pumps with Dry Pit Submersible Pumps The existing pumps are 100 Hp Claw pumps designed to handle 2,400 gpm at ]10 ft of head. Dry pit submersible pumps would be Flygt 3231/665 designed to the current design conditions. Pumps would require 110 horsepower each. The volute on the Flygt pumps will be 6-inches higher in elevation than the volute on the existing Clow pumps. This will require raising the low water level in the wet well. The change in elevation will decrease the useable volume in the wet well by 294 gallons, which will affect the pump run times. New dry pit submersible pumps will re.quire cooling and seal flushing. Either raw wastewater or an external water supply may be used. Flygt Corp. recommends utilizing the raw wastewater on the assumption the velocities of the wastewater sent through the cooling jacket and the seal flush will be high enough to prevent clogging. If external water is used for cooling and seal flushing, 12 gpm would be required (6 gpm each for the cooling and seal flushing). The cooling and seal flush water may be disposed of by either discharging into the pump volute, or discharging to an external source. If discharged intQ the volute the water must be able to overcome the pressure head existing in the pumps of 110 feet of TDH (or 48 psi). If the cooling and seal flush water is disposed of externally, it could be discharged to the sump pump or pumped into the wet well. Besides the pump hydraulic considerations, structural issues must also be considered for mounting the dry pit submersible pumps. The station floor is a steel plate welded to support beams. The new pump bases must be secured so. structural problems will not develop. The following modifications would be required: · The new pumps must be set on pump bases that span a minimum of two of the exterior floor beams. This will reduce the stress in the floor plate. Parkwood Sa[litary Lift Station Modifications Study City of S1. Cloud A-STCLD0514.00 Page 2 The base plates would then be welded to the floor plate with an all around fillet weld to prevent trapping moisture and promoting rusting below the base plate. . From the base plate a steel framed cradle shotlld be constructed. to support the pipe and allow access to the 90 degree flanged connection below the base of the pump to the existing pipes. . Structural members must be sized to fit through the 44-inch diameter equipment tube, and placement arQund existing piping. They must be restricted in weight to'the capacity of the existing hoist. . The steel members must be coated to resist the attack from moisture introduced from seal water or leakage in the pipes. Air within the dry well must be dehumidified during painting applications. The dimensions of a Flygt 3231 pump are such that the pump will barely fit through the 44-inch equipment tube. It is likely the motor will have to be . separated from the pump volute to assure access. The pump must then be reassembled within the dry well. The following tasks will be required to replace the existing pumps with dry pit submersible pumps. 1. Existing pumps would be removed one at a time. Suction lines may require plugging during this operation, or gate valves on suction line may be adequate to restrict the wastewater. 2. Existing suction piping would be utilized to the point of connecting to the new pump base elbows. 3. New pump bases would be installed. 4. Three new dry pit submersible pumps would be installed. S. Pump discharge piping would be modified to accommodate the new pump dimensions. An opinion of probable cost to perform this task is listed in Table 3-1. These costs are based on current labor rates, equipment and material prices. Parkwood Sanitary Lift Station Modifications Study City of.St. Cloud A-STCLD0514.00 Page 3 Table 3-1 Opinion of Probable Cost Dry Pit Submersible Pump Item Cost 1. Mobilization, insurance overhead $20,000.00 2. Plug 3 Suction Lines $3,000.00 3. 3 New Pump Bases $5,000.00 4. 3 New Dry Pit Submersible $165,000.00 5. PiDing Modifications $15,000.00 6. Coating Systems $3,000.00 7. Contingencies $40,000.00 Total Construction Cost $251,000.00 8. Engineering, Legal; Admin $38,000.00 Total Project Cost . $289,000.00 3.2 Relocate Electrical Gear and Controls The pump power and electrical control gear may be removed from the dry well into a new electrical building on the ground surface. It is recommended that all electrical gear be replaced as part of the modifications. The City owns an area approximately 35 ft by 80 ft of which approximately 30 ft by 65 ft is fenced. The new building could be built within the fenced site. A 20 ft by 15 ft building would be required to house the electrical service entrance, an automatic transfer switch, three 110 Hp variable. frequency dnves, a SCADA system, miscellaneous power requirements, and a local PLC control panel. The lift station electrical building would include a new 800 amp, 277/480 V AC, three-phase, four-wire electric service entrance from Xcel Energy. The service entrance would include utility metering equipment, a main circuit breaker, and an 800 amp automatic transfer switch. The service entrance equipment would supply a distribution panel with circuit breakers to serve each new pump and other building electrical loads. Normally, a maximum of two of the new pumps would mn to meet peak flow conditions, although the proposed 800 amp electrical service would allow for simultaneous operation of all three pumps in extreme events. Each new 110 hp submersible pump would be served by a variable frequency drive (VFD) located within the new lift station electrical building. By providing each pump with a VFD, the lift station would have adequate redundancy to meet peak flow conditions with one VFD out of service. In addition, VFDs would provide the reduced-voltage starting characteristics that would be required by Xcel Energy for motors of this size. Each VFD would include a "bypass" system consisting of a VFD output contactor, bypass contactor, and related components. If a VFD failure occurs, the bypass system would allow operation of the pump as a constant-speed unit using the bypass contactor as a full-voltage across-the-line starter. This" operating mode provides for emergency automatic full-speed operation of one or more pumps if necessary, although full-voltage starting of the pumps Parkwood SalJitary Lift Station Modifications Study City of St. Cloud A-STCLD0514.00 Page 4 may cause undesirable water hammer conditions or noticeable voltage dip, and should be used only during emergencies. The lift station electrical building would include a new programmable logic controller (PLC) based control system. The control system would measure . lift station wetwell level using a submersible transmitter, and control the pumps using adjustable-speed proportional level control to pump down the wetwell. This control mode would inherently cause the pumps to deliver flow that matches the' lift station influent flow rate, except during low-flow periods when one pump will cycle on and off. The PLC would include an operator interface unit where level setpoints can be observed and adjusted. A software alternator function would be provided to equalize wear on the pumping units. In addition to the PLC-based level control system, a redundant system would be provided using float switches and relay logic. If the primary level control system fails, or if the PLC fails, the float switch system would ultimately detect a high wetwell or low wetwell condition, and take over control of the station. In this event, an alarm would be issued, and the VFDs controlled by the float switch system at a predetermined operating speed (on/off control). The station would remain in float switch operating mode until an operator resets the system to PLC control. If a VFD fails while being controlled by either the primary or backup level control system, the pump would revert to constant-speed across-the-line starting as described above. The instrumentation and control system would include monitoring of several, lift station parameters. The input/output point list should be established during final design, but typically includes: . VFD operating speed, running status, bypass status, alarm status (each VFD) .Wetwelllevel . Wetwell high level and low level alarms . Float switch status (each float switch) . Station flow rate . Drywell flood alarm . Building high temperature and low temperature alarm statuses . Automatic transfer switch position status . Engine-generator running status and alarms . Fuel tank level The existing magnetic flow meter is proposed to continue to be used. The local flow recorder would be eliminated and flow data entered into the PLC for remote monitoring. The new PLC-based 'control system would communicate with the existing PLC-based SCADA system at the Wastewater Treatment Plant. An Parkwood Sat)itary Lift Station Modifications Study City of St. Cloud A-STCLD0514.00 Page 5 industrial radio with integral digital modem would be installed at the lift station. The radio path between the lift station and Wastewater Treatment Plant would need to be reviewed during final design to determine antenna height, orientation, and other factors that could influence radio communication. Software programming would be required at the Wastewater Treatment Plant control system. The software worle would include implementation of SCADA communication with the Pmkwood Lift Station, addition of new points to the existing database and reporting software, and development of new graphic and alarm screens. The new lift station electrical building would include electric heat to maintain interior temperature of approximately 55 degrees during winter months. The VFDs would reject beat into the building so that air conditioning would be required to cool the building during summer months. The electrical equipment is generally rated for operation up to 40 degrees C (104 degrees F). Two smaller air cOJJ.ditioning systems would be provided for redundancy. The air conditioning systems would also help to reduce humidity within the building, which would extend the life of electrical equipment. The engineers opinion of the cost to perform this task is listed in Table 3-2. These costs are based on current prices for labor, equipment and materials. Table 3-2 Opinion of Pr()lobable Cost Lift Station Electrical Modifications 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Cost $20,000.00 $75,000.00 $5,000.00 $7,000.00 $18,000.00 $36,000.00 $4,000.00 $14,000.00 $4,000.00 $24,000.00 $28,000.00 $4,000.00 $20,000.00 $25,000.00 $58,000.00 $348,000.00 $52,000.00 $400,000.00 Parkwood Sanitary Lift Station Modifications Study City of St. Cloud A-STCL00514.00 Page 6 . 3.3 Emergency Generator The lift station does not currently have on-site standby power. A stationary diesel engine-generator would improve lift station reliability. The engine- generator set would be rated approximately 400 kW, sized to operate two of the proposed 110 hp pumps, plus other station loads. The unit would be factory-assembled, including a double-wall structural base fuel tank and weatherproof non-walk-in style housing. It would occupy a space approximately 24 ft by 8 ft by 10ft high. The engine-generator housing would include sound abatement features to limit noise levels to within MPCA requirements. The lift station is located in a commercial area, where noise level at the property line must generaily be limited to 65 dBA. The engine-generator would be automatically controlled by the automatic transfer switch located in the new electrical equipment building. If utility power is abnormal or lost, the generator would start, and the station transferred to the generator. The station wou.ld continue to operate on the generator set until utility power is restored, when the automatic transfer switch would transfer back to the utility source, the engine would operate in a cool-down mode, and then stop. Since the engine-generator would be sized to operate the station at peak flow conditions, it would be possible to consider various alternative electric rates that are available from Xcel Energy. A "demand contro!" rate would reduce Xcel Energy bills if the City is willing to operate the unit during peak electric periods. These periods typically occur during the summer months, and often extend into the evening hours. To make a determination, the reduced utility bills must be balanced against higher operating costs, fuel costs, and potentially higher labor costs if the City determines that staff must periodically check on the machine while it is operating. The engineers opinion of probable construction cost for an emergency generator is listed in Table 3-3. These costs are based on current prices for labor, equipment and materials. Table 3-3 Opinion of Probable Cost Emergency Generator and Transfer Switch 1. Mobilization, Insurance, Overhead $14,000.00 2. Generator $130,000.00 3. Transfer Switch $12,000.00 4. Contingencies $31,000.00 Total Construction Cost $187.000.00 5. Engineering, Legal, Admin $28,000.00 Total Proiect Cost $215,000.00 Parkwood Sanitary Lift Station Modifications Study City of St. Cloud A~STClD0514.00 Page 7 3.4 Pump Around System 3.4.1 Objective The purpose of a "Pump-Around" system is to provide temporary, extended service pumping to convey wastewater from the station in the event the entire . power supply, control system and pumps are totally incapacitated. Three incapacitation scenarios are envisioned. One would be if the dry well floods. However, in this case, the dry pit .submersible pumps could continue to operate so the pumping operation would not be incapacitated and the "Pump-Around" system would not need to be activated. A second type of incapacitation could occur if all pumps are incapacitated due to power failure or control system malfunctions. A third type of incapacitation could occur if the dry well is completely obliterated. The second and third scenarios are discussed further below. If the operation of the pumps is lost, yet the dry well remains undisturbed, a fourth standby pump could be installed within the dry well and operated by an independent power and control system. This would require connecting into the suction pipe of the easterly most pump suction and installing the fourth pump. The greatest hindrance to this is that the equipment entrance tube prevents any larger pump than the Flygt 3231 from being installed. Two bypass pumps would be required to handle peak flow. Since dry well space exists for only four pumps total, the nor.mal pumps and bypass pumps would not have redundancy. The bypass pumps could be set up to provide redundancy through a separate control system for normal operation, however the bypass pumps would not have redundancy. The installation of a fourth pump within the dry well would be difficult to achieve, both for installation and for piping. The limited space within the access tubes for equipment installation previously discussed would also apply to this pump. It would require reassembly within the dry well. The gate valve on the pump suction line would have to be replaced with a knife gate valve due to the space required for the tee on the pump suction line. The fourth pump discharge piping could not discharge straight into the forcemain, but would require re-direction to allow connection as close to the existing pump discharge as possible. Connecting the fourth pump into the forcemain would affect the accuracy of the flow meter as it would reduce the unobstructed length Of pipe upstream of the meter. The existing forcemain does not contain a shut off valve at the point the pipe leaves the station, so a valve would need to be "cut in" under pressure, to allow the re-pipingwork to be performed. SEH considered the feasibility of extending the bypass piping through the equipment tube or access tube and then connecting to the forcemain outside the structure. Piping installed within the equipment tube would have to be designed so it could be removed for future equipment removal operations. Parkwood Sanitary Lift Station Modifications Study City of 81. Cloud A- STCLD0514. 00 Page 8 If the discharge pipe were to be installed within the personnel access tube it would occupy a space of about 17 inches (flange diameter), leaving approximately 18 inches to 20 inches between the pipe and the ladder for personnel access. This would not meet OSHA egress code, so this option is . not possible. . The opinion of probable cost to install a fourth pump in the dry well to operate in an emergency situation is listed in Table 3-4. This cost is based on current prices for labor, equipment and materials. Table 3-4 Opinion of Probable Cost 4th Pump in Dry Well Item Cost 1. Mobilization, Insurance, Overhead $12,000.00 2. Plug suction line $2,000.00 3. Replumb Pipe Suction $5,000.00 4. Dry Well Piping $30,000.00 5. Furnish and Install Pump $55,000.00 6. Electrical $30,000.00 7. Contingencies $26,000.00 Total Construction Cost $160,000.00 8. Engineering, Legal, Admin $24,000.00 Total Project Cost $184,000.00 3;4.2 Pump Around From Wet Well For a "Pump-Around" pump installed at the existing wet well, the system would require piping and structure modifications to allow bypassing the dry well as outlined below. 1. Tap a 12-inch bypass line into the 16-inch forcemain downstream from the location it leaves the lift station. 2. Install a shut-off valve on the 16-inch forcemain between the station and the bypass line tap. 3. Excavate a depth of approximately 12 feet to the top slab of the wet well. a. Remove the entrance manhole. b. Remove the top slab. 4. Construct a new wet well top slab with an access hatch strategically placed so a pump could be installed and removed through the hatch. 5. Construct a 14 ft by 10 ft valve vault on top of the 10 foot wet well. 6. Install the pump discharge piping, check valve, and gate valve within the valve vault. 7. Construct a 12-inch bypass line to a new valve vault constructed over the wet well. Parkwood SaQitary Lift Station Modifications Study City of St. Cloud . A-STCLD0514.00 Page 9 8. Furnish and install a submersible 200 Hp, 4,800 gpm pump (FIygt 3311 series). The opinion of probable construction cost to construct this pump around system is identified in Table 3.-5. The cost of bypass piping and operations is . highly speculative due to many unknowns. This cost can be refined following input from the City staff. Other costs are based on current prices for labor, equipment and materials. Table 3-5 Opinion of Probable Cost Pump-Around System From Wet Wen Item Cost 1. Mobilization, Insurance, Overhead $28,000.00 2. Cut-in Shut off valve into forcemain $24,000.00 3. Tap new 12-inch line into forcemain $12,000.00 4. Construct 12-inch bypass line $6,000.00 5. Bypass lift station $50,000.00 6. Clean we well $3,000.00 7. Furnish and Install Pump $80,000.00 8. Valve Vault $40,000.00 9. Electrical $30,000.00 10. PipingN aIves $25,000.00 11. Site Work $5,000.00 12. Contingencies $60,000.00 Total Construction Cost $363,000.00 12. Engineering, Legal, Admin $54,000.00 Proiect Cost $417,000.00 Parkwood Sanitary Lift Station Modifications Study City of St. Cloud A-STCLD0514.00 Page 10 service for approximately 2 weeks while the coating operation takes place. 2. Dewater and clean the wet well. 3. Sand blast the wet well surfaces. 4. Install dehumidification facilities and operate approximately three days prior to coating. 5. Coat the wet well with two (2) coats. 6. Allow coating to cure for seven (7) days. 7. Remove temporary pumps, piping and dehurrridification equipment and place wet well back into service. Table 3-6 is the engineer's opinion of probable construction cost to recoat the wet well. The cost of bypass piping and operations is highly speculative due to many unknowns. This cost can be refined following input from the City staff. Other costs are based on current prices for labor, equipment and materials. Table 3-6 Opinion of Probable Cost to Recoat Wet Well Item Cost 1. Mobilization,Insurance, Overhead $10,000.00 2. Bypass Lift Station $50,000.00 3. Dewater/Clean Wet Well $3,000.00 4. Sandblast Wet Well $5,000.00 5. Install/Operate Dehumidification Equipment $5,000.00 6. Coat Wet Well $10,000.00 7. Remove Temporary Pumping $5,000.00 8. Contingencies . $22,000.00 Total Construction Cost $108,000.00 9. Engineering, Legal, Admin $16,000.00 Total Proiect Cost $126,000.00 4.0 Recommendations/lmplementation The Parkwood Lift Station study covers five. separate tasks. SEH recommends the City proceed with the following program to upgrade the station. The final details and implementation should be established following discussion with City staff. 4.1 Replace Dry Pit Pumps With Dry Pit Submersible Pum ps Replacing the dry pit pumps with dry pit submersible pumps would eliminate the potential for damage and system failure caused by flooding of the dry well. The existing wastewater pumps may be replaced with relatively nun or changes to the lift station. Parkwood Saoitary Lift Station Modifications Study City of St. Cloud A-STCLD0514.00 Page 11 The available capacity of the wet well would be reduced slightly due to the fact the pumps will "sit higher" than the existing pumps; however this reduction in volume would not have a significant impact upon pump operations if all pumps are designed to operate at variable speeds. The cost to replace the existing pumps with dry pit submersible pumps is estimated to be $289,000.00 4.2 Relocate Electrical Gears and Controls The potential for electrical damage and system failure due to possible flooding would be eliminated by relocating electrical gear and controls from the existing dry well to a building constructed on the ground surface next to the station. Since the existing electrical gear is approximately 20 years old, replacement of the entire power and control system with new electrical gear is recommended. The cost to perform this task is estimated to be $400,000.00. 4.3 Standby Generator An emergency standby generator would provide a firm source of power to the lift station in the event the main power is lost. In addition, a generator could be used to reduce the utility cost of the pumps if the City were to enroll in the appropriate programs with the Power Utility. The estimated cost to install a generator is $215,000.00 404 Pump Around System Two pump around systems were investigated. SEH would recommend the City construct the system at the wet well, rather than within the existing dry well. The cost to construct a pump around system is estimated. to be $417,000.00. 4.5 Recoat the Wet Well Due to its age the existing wet well should be recoated to protect the concrete and steel. The cost to recoat the wet well is estimated to be $126,000.00. About one half of this cost is assigned to bypass pumping, which may be revised once the details can be worked out. Parkwood Sanitary Lift Station Modifications Study City of St. Cloud A-STCLD0514.00 Page 12 ~ SEH MEMORANDU-M TO: Residents (Iris Lane and Hickory Drive) St. Joseph, MN . FROM: Tyson Hajicek, PE DATE: July 28, 2006 RE: 2005 Northland Heights St. Joseph, MN SEHNo. A-STJOE0503 14. As you are aware the 2005 Northland Heights Improvements project is wrapping up and the restoration has not yet been completed where the new sidewalk was installed in front of your house. Due to the tremendous heat and the shortage of water that the City of St. Joseph is experiencing the Contractor is waiting for more acclimate weather to place the sod in the disturbed areas of your yard. New sod is very susceptible to the heat and requires regular watering in order to keep it healthy. The Contractor is ready to finish these areas as soon as the weather cools down to more reasonable temperatures. Weather permitting; the end of August should be a more reasonable time to place the sod. Your patience is appreciated. Please feel free to contact me with any questions or concerns you may have regarding this issue at 320.229.4385. cb c: Judy Weyrens, City ofSt. Joseph Dick Taufen, City of St. Joseph Tracy Ekola, SEH p:lptlslstjoeIOS0300IcolTlm-residents-072806.doc ~:Jl"""C~-.. - ~ "t::"'" . \ II' 1'"'" 1;"'", ~ - ~,,-~g ~~' ,e~}' AUG () 12006 0!~1 V 0'" ,,~ \..'1 I .", t ~~ i !O:Q"",rjH - . <.,\,~ ...~jt:f" f Short Elliott Hendrickson inc., 1200 25th Avenue South, P.O. Box 1717, SI. Cloud, MN 56302-1717 SEH is an equal opportunity employer I www.sehinc.comI320.229.4300 I 800.572.0617 I 320.229.4301 fax 2006 street Improvements St. Joseph, MN Project Update Project Contacts Tracy Ekola SEH Project Manager Jerry Siegfried SEH Project Representative / Construction Observer 320.980.4107 C &L Excavating Prime Contractor 320.363.1221 City of St. Joseph Sarah Bialke 320.363.7201 sbialke@cityofstjoseph.com stjoe0603 July 2006 I Project Update No.4 Thank You Construction has been progressing smoothly. The project team would like to thank you for your cooperation and patience on the project to date. Please feel free to contact the City or SEH with questions or concerns regarding the project throughout construction. We will make every attempt to provide you accurate answers in a timely manner. If you have any special events planned, please inform SEH's Project Representative of such events so we can help with your access needs. Concrete Curb, Gutter and Driveway Concrete requires adequate time to cure and reach its design strength. For this reason you should not drive vehicles on your new concrete apron or driveway for seven days after installation. Your cooperation is appreciated to ensure a longer life for your new concrete apron or driveway. Schedule Update What's done? First Avenue north of Ash Street and Third Avenue are complete except for final grading and turf restoration. Trench operations are expected to be complete on Second Avenue and able Street by the end of this week. What's next? The Contractor will begin construction operations on First A venue SE early next week. Street replacement will be occurring on Second Avenue and Able Street. Lining of the sanitary sewer is expected to begin the first part of August. The areas that will be lined are the alleys between Able Street and Minnesota Street. Construction Site Safety Remember, there will be some deep utility trench construction and, of course, heavy machinery operating on site. Heavy equipment. and construction in progress can be strong attractions to everyone, especially children. Warn your'children not to play near machinery and construction material storage areas. Your help in keeping children and other bystanders away from the construction area will help to ensure that the project will progress smoothly. Short Elliott Hendrickson Inc. 1200 25th Avenue South P.O. Box 1717 St. Cloud, MN 56302-1717 2006 Street Improvements St. Joseph, MN Landscaping and Sod placement We are requesting your patience on completing the landscaping. Due to the hot, dry weather, and water restrictions, we are delaying sod placement until more favorable weather conditions are forecasted. We will include information on watering/caring for your new sod in the next newsletter/project update. Driveway replacement policy Please see Project Update No.3 for details regarding reimbursement for property owners who wish to complete their driveway restoration privately rather than as part of the public improvement project or call the project representative for more information. Page 1 of2 Judy Weyrens From: Ron Wa~mund [rwasmund@inspectroninc.com] Sent: Friday, July 28, 20069:56 AM To: Judy Weyrens Subject: Ellen Wahlstrom Judy, At your request I spoke with Ellen Wahlstrom by telephone on Thursday July 20 at 3:30 - 4:00 pm. I identified myself as Ellen answered the phone. Her tone changed immediately after I finished identifying myself. She admitted that she was angry with me because I did not call her and make an appointment to see her on Wednesday July 19th. She told me that she waited until 5:30 for me to call because she was told that I would call her on Wednesday. I told her I was asked to call but I was in meetings until 8:30 that evening. I thought it was too late to call after 8:30. I informed her that I called at my earliest opportunity. She was not satisfied. She said that she was told that I was the "health official" and could make an exception to the requirements of the Plumbing Code and City Ordinance. She wanted to know why she had to connect to city water so I read to her Minnesota Rules Section 4715.0310 (sent by separate fax) which requires connection to a public water supply if accessible unless otherwise permitted by the administrative authority. She indicated that she had a copy of the rules and had been told that the administrative authority could authorize her to not connect. I explained that as the Building Official for St. Joseph I was responsible for the enforcement of the State Plumbing Code and as such was considered the administrative authority. She told me that she did not want to connect shewanted to maintain her well. I explained that I did not see a circumstance or reason to not require the connection to the city water supply. "She and Bob are both 80 years old and neither takes any medications because they drink from the well. City water is full of chemicals and causes health problems. The nurse practitioner next door has statistics that show the effects of the chemicals". I explained that city water is tested regularly and reports of the results had to be sent to the Department of Health. She responded by saying that "the health department allowed traces of the chemicals and that they had an accumulative effect." She wanted to know what other reasons there where and why she should connect. I talked about well head protection. The city wants to protect the aquifer the city wells are in from contamination that may come from a private well. She replied, "Their well is 180 feet deep so it is in good water. The city well is only 50 feet deep and that is not good water! Their well is not in the same aquifer as the city so that is not an issue. What else?" So I talked about improvement project and that the city pays for the project through assessments. The city doesn't want to argue about the value of the improvement because a property owner decides they don't want to hook up. I went on to explain that I was talking about something that I was not qualified to talk about because I was not involved in that aspect of city business. That statement about the assessment caused her to say "Now we're getting someplace". I again explained that I was not qualified to talk about it and if she h<;ld more questions she shou~d talk to the Administrator or the City Engineer. She indicated that she would pay the WAC fees and she would even run the water up to the house but she would not connect. I offered a compromise of allowing them to keep their well with a faucet in the kitchen for drinking water. They would have to have a physical separation between the well faucet and the remaining plumbing but they could have well water for drinking. After a short consideration she asked about the basement because they spend a lot of time down there and what about the bathroom? No she did not want to hook up. She then quizzed me about my qualifications. She was upset that I would make a decision about them hooking up without visiting the site. I asked what I might find at the site that would cause me to change my mind. She thought Icould look at the plumbing and their house. I then set a time on Wednesday July 26 to meet with her and Bob at their house. She agreed but then later canceled giving no reason for the cancellation. In our conversation she indicated that she couldn't understand how I could make the decision to require her to hook up without visiting the site. I could not give her a satisfactory answer. She argued with everything I said. It has been the policy of the council to follow MN Rules on several projects in the past. Hill Street is a recent example of required connections to City water. I think the rules are very clear and enforceable. I would not want to jeopardize future projects. I do have a call into the Department of Labor and Industry Plumbing Unit for affirmation of the rules. I am happy to answer any question regarding my discussion with Ms. Wahlstrom. 7/28/2006 CITY Of ST. JOSEPH www.cityofstjoseph.com To: Mayor and City Council Members Administrdtor ludy Weyrens From: Sarah Bialke Date: August 3,2006 Mdyor Richdrd Cdrlbom Councilors AI Rdssier Ross Rieke Renee Symdnietz Ddle Wick Attached please find the building permit information through July 2006. 2.)" College Avenue North. PO Box 668 . Sdint. joseph, Minnesotd )"6')74 Phone ,2.0.,6"72.01 FdX ,2.0.,6,.0,42. '$ .g'-s ~ .. '" ~ o i:l. .., ;;., ...l,.Q 00_ ... ,- o ~ c~ ,- Q U' t: o c.. ~ ~ '" ~ ~ r.. ~ 'C ~ = '" '" ... '" .... 's .. ~ i:l. CJ = ... = o .. .... CJ ~ c.. '" = ... , f"l .... ~ e .. o r.. - < .. c.. ;;., ~ 1.0 = = ,S 'C = .... ~ ~ ~ 'C 'lII""'l ... .0 ~tl> .... = .... o 0 uz Q Eo-< 1.0 ~< ~ .... ...... .... ;;., eEo-<~ o E .. .. ~ Q r.. c.. Eo-< ~ e >- ~ i:l. ~ Q 'C 'C - = ~<~ '" = ~ ~ ~ ;;., Eo-< ;,; = .... ~ ~ c..oo .... 's .. ~ i:l. -; :; ... ., ~~ ., ., ~ f!J ... <n 00.:: '" .. = 00 = it ., <n ., ., s:: 'S: ~ ., ~ g:.1:: ~ :a E ~ = ~ =~ ~ = c ;:: <n = -; :> '" '" ., .. 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I added it as a new number 6 below. Hi Judy, I have prepared a survey outline and draft questions in this email for you to review and pass on to the council and mayor at their meeting tomorrow night. Many of these questions were asked in the 1999 Feasibility Study which would allow for comparison. I envision this as a return mail survey to all households in the city. We would agree to do the layout and design of the survey if the city would pay for printing and postage. We have an idea for the layout that may work slick and have a printer/direct mailer that we work with. I would like to have this survey come from the City to it's residents, not come from Metro Bus, using city logo in the document. Also would like to have an introductory message from the mayor to explain the purpose of the survey and a brief explanation of Metro Bus service the city is considering. A first draft of that message follows below then the survey questions. Draft introductory statement from the mayor: The City is contemplating the bringing Metro Bus service to St. Joseph. Should the City Council decide to bring Metro Bus service to our city, we're only able to provide basic limited service which may consist of approximately four hours of service Monday through Friday with no weekend service. The service could feature using a small ADA accessible bus with curbside and designated stop type service in our neighborhood and downtown areas. Please fill out this survey and drop it back in the mail or drop off at City Hall by XX date. Thank you. Richard Carlbom Draft survey questions: 1. In your opinion, how important is having Metro Bus service available in St. Joseph? Very Important Important Somewhat Important Not Important Unsure 2. Would you or other member of your household consider using Metro Bus service if it were made available in St. Joseph? Yes No Don't Know 3. If you or other member of your household would use Metro Bus service, for what purpose would you use it? (Respondent will write in their answer) 4. Where would you or other member of your household like Metro Bus service to take you? (Respondent will write in their answer) 5. What time of day would you or other member of your household like to use Metro Bus service? Initial trip (leave St. Joseph)? (Write in time) Return trip (return to St. Joseph)? (Write in time) 6. The City Council is considering becoming a member of Metro Bus as a possible way to pay for service which would be collected through your property taxes. 1 ''I An example of this cost based on several home values are as such: A home valued at $100,000 would pay an annual transit tax levy of $12.28, $150,000 would pay $18.42, and $200,000 ~ou1d pay $24.56. Would you favor a small portion of your property tax dollars going to pay for Metro Bus service? Yes No Don't know/No answer 7. Any other comments on possible Metro Bus service in St. Joseph? (Respondent may write in any comments) Please call or email me with any questions. Thanks, Tom Tom Cruikshank Director of Planning and Marketing Metro Bus St. Cloud Metropolitan Transit Commission 665 Franklin Avenue NE St. Cloud, MN 56304 Direct: 320-529-4483 MTC Offices: 320-251-1499 x111 Fax: 320-251-3499 Email: tcruikshank@stcloudmtc.com ;/~ ;II~h ...- n..e ~.n (CrY J 'f'\ p ~ fA -- ~11J..e() y)o c9fJJfY' "J 2 I vi J!.} SO