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1987-07-20 CC Agenda/Packet0 COUNCIL AGENDA JULY 20, 1987 I. Call Meeting to Order II. Approval of the Agenda x III. Approval of the Minutes IV. Engineering (Chuck needs to be at another meeting, so he has requested to be on the agenda early) -Plans and Specifications for Barthel Manor -Second Addition -Call for Bids * -Video tape of sewerlines on Main Street, and Water casing under I-94 (Joint discussion with Ken) * -Letter from Hedlund Engineering and Dynamic Designer regarding Daleiden House V. Community Forum • VI. VII. VIII. i 7:30 - Vaughn Fesenmaier - Sewer Connection 7:45 - Joint Powers update - Resolution 8:00 - Steve Klitzka - Request for the following signs in the Barthel Residential Phase II area: -Speed Limits No Through Traffic *-Plan for Mailboxes *-Design and Location Map -Request to Fire Department for Tot Finders, Handicapped, and Elderly Stickers for windows Department Business A. Legal -Other Business B. Administration -Income Recieved and Bills to be Paid -Fire Departments request for additional Fire Hydrants at the Elementary School -Letter from North Star Risk Services -Approval of relicensing for Pat Walsh Day Care -1988 Assessment Contract -Update on Andy's Manufacturing -Administrator's Report C. Maintenance -Request to have storm sewer, and open ditch at Barthel Ind- ustrial Drive and 51st cleaned out -Other Business Member's Report -PPM's contact with Mayor Roden -Other Business Other Business *-Springstead Letter *-Statements and schedules for May and June (you will receive June's Monday evening) 4 r ■ COUNCIL AGENDA JULY 20, 1987 I. Call Meeting to Order II. Approval of the Agenda III. Approval of the Minutes IV. Engineering (Chuck needs to be at another meeting, so he has requested to be on the agenda early) -Plans and Specifications for Barthel Manor -Second Addition -Call for Bids * -Video tape of sewerlines on Main Street, and Water casing under I-94 (Joint discussion with Ken) * -Letter from Hedlund Engineering aiid Dynamic Designer regarding Daleiden House V. Community Forum 7:30 - Vaughn Fesenmaier - Sewer Connection 7:45 - Joint Powers update - Resolution 8:00 - Steve Klitzka - Request for the following signs in the Barthel Residential Phase II area: -Speed Limits -No Through Traffic *-Plan for Mailboxes *-Design and Location Map -Request to Fire Department for Tot Finders, Handicapped, and Elderly Stickers for windows VI. Department Business A. Legal -Other Business B. Administration VII. -Income Recieved and Bills to be Paid -Fire Departments request for additional Fire Hydrants at the Elementary School -Letter from North Star Risk Services -Approval of relicensing for Pat Walsh Day Care -1988 Assessment Contract -Update on Andy's Manufacturing -Administrator's Report C. Maintenance -Request to have storm sewer, and open ustrial Drive and 51st cleaned out -Other Business Member's Report -PPM's contact with Mayor Roden -Other Business Other Business *-Springstead Letter *-Statements and schedules for May and June June's Monday evening) ditch at Barthel Ind - (you will receive 4 J©u; f V\ COUNCIL MINUTES JULY 20, 1987 The regular meeting of the Albertville City Council was called to order by Mayor Loretta Roden. Members present included Gary Schwenzfeier, Donatus Vetsch, Don Cornelius, and Bob Braun. Others present included Maureen Andrews, Bob Miller, Chuck Eberhard, and Ken Lindsay. There was a motion to approve the agenda. The motion was made by Don Cornelius and seconded by Gary Schwenzfeier. All were in favor and the motion carried. There was a motion to accept the minutes of the July 6, 1987 Council meeting. The motion was made by Bob Braun and seconded by Don Cornelius. All were in favor and the motion carried. Chuck reviewed with the Council the plans and specifications for Barthel Manor - 2nd Addition. (A copy of the plans and specifications are available in the Administrators office). The Council was informed that a final easement would be drawn up for the sewerlinq that will extend across property located in Frankfort Township, the bids are opened. Other items discussed were that the plans and specifications called for rock to be used if unstable ground is found when making the cuts, that the engineers had tried to eliminate all deep cuts in the subdivision, and additional sewer and water service for the 51st Street Park. In addition Ken asked Chuck to look into providing some type of screen for the lift station. Chuck indicated that he did not believe that the screen idea could be assessed as part of the Barthel Manor - 2nd Addition because it benefits the entire area. There appeared to be no other discussion regarding the plans and specifications. A motion was called for to approve the plans and specifications and set a bid opening date for August 25, 1987 at 11:00 a.m. at City Hall. A motion to approve Resolution No. 1987--31entitled RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR BARTHEL MANOR 2ND ADDITION (1987-1 Improvement) was made by Don Cornelius and seconded by Bob Braun. All were in favor and the motion carried. The video tape of the Main Avenue sewer line and the water pipe casing was discussed. (Video tape is available at City Hall for review.). Chuck informed the Council that Ken and he had not had an opportunity to review the tape together so they would not be making any recommendations regarding what should be done at this point. The Council was informed however that it appears that the water casing is all in tact, with just a couple minor offsets, but that the line will need to be cleaned before a water pipe is installed. One of the Council members asked what might have been the problem when the contractor originally tried getting the line through the casing pipe. COUNCIL MINUTES PAGE 2 Chuck said that the contractor may have hooked one of the offsets and that someone just assumed the casing was damaged. There was also discussion regarding the sewerline that was videotaped. Some of the problems that showed up included off -set pipe, broken tiles, low pipes, stained joints, leaking joints, and dips. A couple major problems are described below: At approximately 278 feet from the manhole on 58th Street the camera got stuck on a rock and they could not get it past to the next manhole so a reverse setup was required. Between the manhole on 59th Street and 60th the sewerline was very dirty and the camera was pushing a large pile of dirt. At approximately 47 feet from the manhole the camera became lodged on dirt and had to be backed out. No reverse set up was done at City's request. Ken informed the Council that he had already notified Roto-Rooter and that they would be out to reclean the sewerlines just discussed. Ken said that he would be out with Roto-Rooter when they reclean the line. Other items discussed included the possibility of installing an interceptor at the south end of town to help eliminate problems in the system and how grease builds up on the sides and top of the sewerline. There was general agreement that the grease buildup in the sewerline is a serious problem. There was additional discussion regarding the televising of the different locations, but no new action was taken on the issue. Chuck next reviewed with the Council the letter he had recieved from Hudlund Engineering regarding the Daleiden property at 5616 Lake Avenue. The Council was informed that Hudlund had requested that the City reconsider the use of a French Drain which they feel is the best solution to the drainage problem on said lot. According to Chuck, a permeability rate for the soil was not provided for the Daleiden lot, but visual inspection indicates that the soils are very permeable, therefore the French Drain will not likely cause problems to the City street. However, it is still the opinion of Meyer-Rohlin that the property owners will have continous drainage problems with the French Drain. A question was asked regarding what would be the City's legal exposure if the City recommends the exceptance of the proposal. The City Attorney said that there could be some legal exposure at a later date. There was some additional discussion regarding the Hudlund proposal but in the end it was agreed that it was not a viable solution to the problem from the City's viewpoint. Chuck then gave the Council a Construction update on Barthel's Residential - Phase II and Beaudry's Second Addition. Chuck told the Council that all the seeding had been completed and that the City is on the top of the list for sod when it becomes available. Chuck told the Council that there was one property where the owner had seeded and the Contractor had removed it. Chuck informed the property owner that it had been an error and that it would be replaced with sod and would recommend payment for seed if they would present the City with the bill. COUNCIL MINUTES PAGE 3 Chuck further explained that they had had a hard time determining what was seeded, what was sodded at the time construction started last year, and what was weeds. The discussion regarding the restoration was opened up to some questions from the floor. Mr. Michael Veronikas wanted to know why we were not getting sod. Chuck explained that the sod company has not been able to cut and roll the sod because it is too dry. Mr. Steve Klitzka who was also present from Barthel's Addition asked if it would be possible to get a copy of the list of what was being done in their area so that if any of his neighbors had any questions regarding the work that he would be able to answer them for the City. Mr. Veronikas stated that people who had put in their own sod or seed should be compensated for their work. No action was taken on this matter. Again Chuck assured everyone present that every effort was being made so not to extend the sodding out unnecessary. Another item discussed was a complaint by Mike Coffey who lives at 5170 Lannon Avenue regarding his driveway. Mike said that he felt his driveway had been cut into further than the 11 z feet of easement and had then not been properly restored. Chuck said that he would look into the problem. It was agreed that the rock should have been salvaged and restored properly. Chuck asked Maureen to make a list of lots that would need to be rechecked regarding sod or in the case of the Coffey resident the driveway. Mr. Vaughn Fesenmaier of Tela-Ad was present in an effort to clear up the question regarding the sewer connection for his building located directly behind the Tela-Ad Building. The Council was brought up to date on the problem that had arose when it was determined that sewer and water had been connected in the storage building (11517 59th Street) through the Tela-Ad building without Joint Power's or the City ever being aware of it. Mr Fesenmaier told the Council that he was not aware of the regulations regarding the hook up at the time he made the connections in 1984 and had only just became aware of the problem when he took out a permit for remodeling the second level of 11517 59th Street. The records should note that Mr. Fesenmaier had met with Joint Powers Board and was being required to put in a new water connection. In discussing what the City should require, it was decided that with the seperate water meter reading for the building under discussion the City could determine actual sewer use and unlike water connection it is less likely that sewerlines could be cut off if the 2 buildings were ever sold as seperate units. The Council did state that they felt that the property owner should be required to pay the sewer connection fee even though the connection is not being changed. With no other discussion regarding the matter a motion was made to approve permit #39 for $799.40. The motion was made by Bob Braun and seconded by Don Cornelius. All were in favor and the building permit was approved pending payment. Gary Schwenzfeier next updated the Council on the July meeting of the Joint Powers. The first item discussed was the resolution that would allow the Joint Powers to fine for illegal use of water by contractors. This proposal stems from what appears to be a problem in most of the Cities which is COUNCIL MINUTES PAGE 4 general contractors are taki1-1 ng water from unauthorized hydrants. Bob Miller's reaction to the proposal of the fine is that he is not sure that the Joint Powers does not have police power to regulate the fine. If the Joint Powers does not have the police power and authority, it will not be able to enforce a fine. In addition to the discussion of fine for illegal water use, there was also some discussion regarding not allowing the illegal user use of the system again. Bob cautioned the use of this idea because he feels that the Board may not be able to put this type of restriction into effect for perpetuity. Bob Braun asked if there had ever been any discussion about each city or at least the southern end of the system having a hydrant with the backflow preventor. Other items discussed included that some of the pipes between the well and the pump house were leaking. The contractors are correcting the problem and may be making some changes so there may be added costs involved. In addition, there have been some complaints about low water pressure in Barthel's addition. Someone mentioned it could be a vacuum problem, the level in the water tower may be low or that there may be some valves shut off. There have also been some complaints about brown water as well. Maureen was asked to contact Joint Powers so that they can check on the problems. Mr. Steve Klitzka of Barthel Manor was present to discuss several issues that concern the neighbors of the Barthel Addition. The residents of this area had met at the home of Steve Klitzka on July 9th to discuss the following issues: The problem with speed on Lannon Avenue during the shift changes and lunch breaks at the businesses in the industrial park. There are alot of children in this area and the neighbors are trying to address the safety issues with the Children. The neighborhood is asking for 1130 mph" signs as well as "No Through Street". The Sheriff's office will be asked to check speed down in the area in question. There was no response to the sign request - Ken will order. There was a request that the City install the Street location signs for the Barthel area. Ken informed the Council that the signs had been ordered and would be installed as soon as they come in. Steve told the Cnuncil that he had contacted the Sheriff's office requesting "Safe House" signs and when they became available that he would notify the City so that other interested parties could get them as well. He also asked about "Tot Finder" sticker and was told that the fire department had them available. The next issue discussed was to plan to place mailboxes four sets of mailboxes in the subdivision. The neighborhood wanted to get a verbal o.k. on the location and the design ofthe box groupings. The only suggestion made was to design the stand so that the criss-cross section can be removed during the snow plowing season. Steve also stated that they understood that the boxes could be damaged by the plow and that the neighborhood, would be responsible for keeping the area cleaned out around the boxes. COUNCIL MINUTES PAGE 5 The Council stated they liked the idea, but took no formal action on the plan. Bob Miller reviewed with the Council that Andy's Camper had been notified and given 2 weeks to clean up the site. Kevin Mealhouse gave an update on their progress. David Vetsch and Bob Wacker representatives of the Fire Department, and Kevin Mealhouse of the Building Inspectors Office were present to request 2 fire hydrants on the school property, because of the distance the fire department has to drag hose in case of a fire. The Council agreed that the hydrants are needed and made a motion requiring the school district to put them in. The motion to require additional hydrants at the elementary school in the locations requested by the Albertville Fire Chief was made by Gary Schwenzfeier, and seconded by Don Cornelius. All were in favor and the motion carried. The letter from North Star Risk Services, Inc was reviewed with the Council and Maureen was asked to respond as requested. One issue discussed was to establish a sidewalk ordinance. There was a motion to approve the bills. The motion was made by Donatus and seconded by Don Cornelius. All were in favor and checks 8051 through 807E were approved. There was a motion to approve the relicensing of Pat Walsh's daycare. The motion was made by Bob Braun, and seconded by Don Cornelius. All were in favor and the motion carried. There was amotion made to approve the contract with the Wright County Assessor's office for doing the City's assessing work. The motion was made by Don Cornelius and seconded by Donatus Vetsch. All were in favor and the motion carried. Ken reviewed with the Council the need to clean out the drainage ditch on 51st Street and Barthel Industrial Drive. There was some discussion regarding whether or not the work could be included as aprt of the Barthel Manor - 2nd Addition. Ken was asked to discuss this project with Chuck in more detail. The Council was informed that there has been additional damage out at the dikes. It was agreed that the City should set a reward in effort to get information regarding the vandelism. A motion was made by Gary Schwenzfeier and seconded by Donatus Vetsch to set a reward for up to $200.00 for inform- ation leading to the arrest and conviction of the person or persons responsible for criminal damage to the City of Albertville Wastewater Treatment Facility and City Park property. All were in favor and the motion carried. Ken told the Council that there appears to be a power surge problem out at the Wastewater Treatment Facility and as a result the starting capacitors are blown out of the pumps. Ken also talked about the problem with the location of the Control panel which he believes is wrong and dangerous. Finally it appears that there may be some type of gas in the lift station which would require additional venting. No action was taken on these items at the time of the meeting. The next item discussed was the quote for the sidewald repair at the corner of Lander & 57th. Ken had gotten a verbal quote from Chuck Mason for COUNCIL. MINUTES PAGE 6 $300.00. The Council said to go ahead if written quote caffein the same. Maureen was asked to notify NSP of additional lights needed in town. Maureen is to get the list from Ken and Don Cornelius. A special request was made that an additional light be put int he Parks parking lot. Mike Potter, Chairman of the Park Board was present and informed the Council that the doors in the Shelter area needed to be replaced as the result of continuous vandalism problems. No action was taken at this time. Mike also informed the Council that a spring for one of the park toys had been repaired and would be picked up. There was no other new business. There was a motion to adjourn. The motion was made by Gary Schwenzfeier and seconded by Bob Braun. All were in favor and the meeting was adjourned. Respectfully Submitted Maureen Andrews „n h�-_ SOLIDIFICATION, INC. 7233 Winnetka Avenue North / Minneapolis, Minnesota 55428 / (612) 535-1065 f July 15, 1987 Mr. Chuck Eberhardt City of Albertville City Offices Albertville, Minnesota 55301 SUBJECT: TELEVISION INSPECTION WORK ORDER NO. 3911 Dear Mr. Eberhardt, Enclosed are the field findings of our closed circuit television inspection. Should you have any questions regarding this report, please feel free to contact us. Also enclosed is a copy of our invoice pertaining to this inspection. We look forward to serving your future needs. Very truly yours, R6bert P. Schafer Sales Manager RPS/kb Enclosures Specialists In Underpinning and Ground Water Control CLOSED CIRCUIT TELEVISION INSPECTION REPORT July 14, 1987 Albertville, Minnesota FOR CITY OF ALBERTVILLE Solidification, Inc. 7233 Winnetka Avenue North Minneapolis, Minnesota 55428 (612) 535-1065 PROCEDURE j o�,p1f iCgrO - Z SOLIDIFICATION, INC. CLOSED CIRCUIT TELEVISION PROCEDURE The television inspection is conducted by pulling a water proof television camera, at a uniform rate, through the sewer line. The line condition, as viewed by the television camera, is transmitted to a television screen (monitor). The television technician observes and records the following pertinent data: Broken, cracked or missing pipe Alignment, line and grade Defective joints Infiltration or inflow . Root intrusions Service connections (and locations) . Protruding taps Other pertinent factors that would affect proper functioning of the line, RECORDS Written records are kept of pertinent data. In addition, polaroid pictures (from the television screen) are taken of defects, etc., and included in the report. The report locates all taps and services, indicating the distance from the manhole. The servige is further identified as entering from the right or left, using the clock face as a means of identification. Depending upon the analysis, pertinent recommendations are included, DEFINITION � ...m.x.w .w�.. . Ql-mlk 4 '. DEFINITIONS Broken A section of line or service loose or missing from the pipe. Camera Under Water Indicates a flowing or standing liquid in excess of one-half pipe. Circular crack A crack around the circumference of the pipe. Clock A position relating to the numerals on the face of a clock. Collapsing Indicates that a section of pipe is broken and in danger of falling in. Combined sewer A sewer intended to serve as a sani- tary and a storm sewer. Dead End The beginning of a section of line on the upstream side. Downstream exfiltration The leakage or flow of discharge being carried by sewers out into the ground through leaks in pipes, joints, manholes, or other sewer system structures ( the reverse of infiltration). Drip A slow intermittent flow of extran- eous water entering the pipe through a joint, service, or structural deficiency. Fractured pipe A pattern of irregular cracks in the pipe. Hairline crack A minor crack, not necessarily a structural failure. Infiltration Water entering a sewer system and service connections from the ground, through means such as, but not limited to, defective pipes, pipe joints, connections, or manhole walls. Infiltration does not include and is distinguished from inflow. Inflow Water discharged into a sewer system and sewer connections from such sources as, but not limited to, roof leaders, cellar, yard and area drains, foundation drains, cooling water discharges, drains from springs and swampy areas, man- hole covers, cross connections from storm sewers and combined sewers, catch basins, storm waters, surface run-off, street wash waters, or drainage. Inflow does not include and is distinguished from infil- tration. Infiltration/Inflow The total quantity of water from both infiltration and inflow with- out distinguishing the source. Inside drop A sewer line which enters the man- hole wall at an elevation above the invert and discharges (drops) wastewater directly into the man- hole some variable distance above the manhole bottom. Leak A measureable, steady flow of extraneous water entering the pipe through a joint, service or other Pipe structural deficiency. Longitudinal crack A crack parallel to the direction of flow. Manhole (Standard) An opening in a sewer provided for the purpose of permitting access to the sewer system for inspections and manitenance. Misalignment Departure from true grade line of pipe. Offset joint Indicates a misalignment of the joint. Open crack or open joint Any crack or joint where separa- tion is evident. Outside drop A sewer line that comes to a manhole at an elevation higher than the invert; a vertical riser is connected to the line and is brought into the manhole at the invert with a 900 elbow. Piece missing A piece broken out of the wall of the pipe. Radial crack A circular crack of less than 3600. Sanitary sewer A sewer intended to carry only sanitary and industrial waste- waters from residences, commercial buildings, industrial plants, and institutions. Service A manufactured wye or tap con- nected to the main line. Service leaking Infiltration into the sewer around a service connection. Service running A measureable, steady flow of ex- traneous water entering the pipe from the service connection. Spiral crack A crack progressing longitudinally in a corkscrew pattern. Storm sewer A sewer intended to carry only stormwater, surface run-off, street wash waters, and drainage. Tap protruding A service that protrudes into the main sewer line. Upstream The higher end of a gravity flow sewer line. »°' '`"r = SOLIDIFICATION, INC. 7233 Winnetka Avenue North / Minneapolis, Minnesota 55428 / (612) 535-1065 ROOT GROWTH RATING SYSTEM FOR ROOTS IN MUNICIPAL SEWER SYSTEMS 1 z 3 4 5 6 7 8 9 0 to 9 System for rating root growth. A rating of 1 indicates 10% of pipe capacity occupied by root growth. Ratings con- tinue through this numerical scale to 9, which indicates 90% occupancy by roots. No rating of 10 was used, as this would be 100% occupancy and a complete root stoppage, Specialists In Underpinning and Ground Water Control REPORT TV INSPECTION REPORT SOUDIRCATION, INC. 7233 WINNETKA AVENUE NORTH MINNEAPOLIS, MINNESOTA 55428 (612) 535-1065 R.Q. #3911 DATE: 7-14-87 PAGE NO. 1 FOR: City of Albertville AT: Albertville ON: Main Avenue FROM: 54th Street TO: 55 LINE: DIAMETER: 8 In. ROAD SURFACE: CAMERA DIRECTION: PIPE LENGTH: DEPTH: 4 & 5 6 Ft. ASPHALT x Ft. CONCRETE DOWNSTREAM x UPSTREAM LINE LENGTH: 485 Ft. GRAVEL EASEMENT SANITARY x UNDER LINE CONDITION: STORM CONSTRUCTION GOOD OTHER: FAIR x TYPE: CAST IRON POOR CLAY x CONCRETE DUCTILE MANHOLE CONDITION: PVC TYPE OF AREA: GOOD x TRANSITE COMMERCIAL FAIR TRUSS INDUSTRIAL POOR OTHER RESIDENTIAL x UNDEVELOPED VIDEOTAPE INFO: AGE: EXISTING x OTHER: TYPE: VHS NEW SPEED: LP Ft. From Video Photo MH REMARKS Ft. No. 00 Manhole at 54th Street 00 17-43 Low pipe 1/2 - 3/4 inch low 63 Tile is broken off on the bell end from 10:00 down around the bottom & up to 2:00 1 66 Manhole just North of 54th Street 73 Service Left wye ok 75 Service Right wye ok 134 Service Left wye ok 156 Service Right wye ok 214 Service Left wye ok 237 Service Right wye ok 258-267 Low pipe 1/2 inch low 283 Joint off -set about 1/2 inch 316 Service Right wye ok TV INSPECTION REPORT 0 0 SOUDIRCATION, INC. a t 7233 WINNETKA AVENUE NORTH MINNEAPOLIS, MINNESOTA 55428 (612) 535-1065 DATE: 7-14-87 PAGE NO. 2 FOR: City of Albertville AT: Albertville ON: Main Avenue FROM:54th Street TO: 55th Street Ft. From Video Photo MH I REMARKS I Ft. I No. 346 Service Left wye ok 417 Service Left wye ok 423 Service Right wye ok 485 Manhole at 55th Street 211 TV INSPECTION REPORT SOUDIRCATION, INC. 7233 Wt19NETKA AVENUE NORTH MINNEAPOLIS, MINNESOTA 55428 (612) 535-1066 DATE: 7-14-87 PAGE NO. 3 FOR: City of Albertville AT: Albertville ON: Main Avenue FROM: 55th Street TO: 56th Street LINE: DIAMETER: _ 8 In, ROAD SURFACE: CAMERA DIRECTION: PIPE LENGTH: 4 Ft. ASPHALT x DOWNSTREAM _ x DEPTH: _ 8 Ft. CONCRETE UPSTREAM LINE LENGTH: 472 Ft. GRAVEL EASEMENT SANITARY x UNDER LINE CONDITION: STORM CONSTRUCTION GOOD OTHER: FAIR x TYPE: CAST IRON POOR CLAY x CONCRETE DUCTILE MANHOLE CONDITION: PVC TYPE OF AREA: GOOD x TRANSITE COMMERCIAL FAIR TRUSS INDUSTRIAL POOR OTHER RESIDENTIAL x UNDEVELOPED VIDEOTAPE INFO: AGE: EXISTING _x OTHER: 'TYPE: VHS NEW SPEED: LP Ft. From Video Photo MH REMARKS L. No. 00 Manhole at 55th Street 211 76-84 Low pipe 1/2 - 5/8 inch low 85 Service Right wye ok 87 Service Left wye ok 120-129 Low pipe 1/2 - 5/8 inch low 158 Service Left wye ok 164 Service Right wye ok 171 Joint off -set 3/8 - 1/2 inch 180-200 Low pipe 3/4 - 1 inch low 242-255 Low pipe 3/4 inch low 243 Service Right wye ok 245 Service Left wye ok 255 Tile cracked on bell end 4:00 & down 2 263-279 Low pipe 1 inch low TV INSPECTION REPORT SOLIDIFICATION, INC. 7233 WINNETKA AVENUE NORTH MINNEAPOLIS, MINNESOTA 55428 (612) 535-1065 DATE: 7 -14 - 8 7 PAGE NO. 4 FOR: City of Albertville AT: Albertville _ ON: Main FROM:55th Avenue Street TO: 56th Street Ft. From MH REMARKS Video Ft. Photo No. 320 Service Right wye ok 323 Service Left wye ok 389 Stained joint can see no leak 406 Service Right wye ok 408 Service Left wye ok 472 Manhole at 56th Street 369 TV INSPECTION REPORT SOLIDIFICATION, INC. DATE: 7-14-87 PAGE NO. 5 7233 W(NNETKA AVENUE NORTH FOR: Cii Ly of Al h -rtvi 1 1 P MINNEAPOLIS,MINNESOTA 55428 AT: gl bertyi 1 1 e 16121 535-106b — ON: Main Avenue FROM: 56th S r et TO: 57th Street LINE: DIAMETER: _a In, ROAD SURFACE: CAMERA DIRECTION: PIPE LENGTH: 3 Ft. ASPHALT x DOWNSTREAM x DEPTH: _$_ Ft. CONCRETE UPSTREAM LINE LENGTH: 50 5 Ft. GRAVEL EASEMENT SANITARY x UNDER LINE CONDITION: STORM CONSTRUCTION GOOD OTHER: FAIR TYPE: CAST IRON POOR x CLAY x CONCRETE DUCTILE MANHOLE CONDITION: PVC TYPE OF AREA: GOOD x TRANSITE COMMERCIAL FAIR TRUSS INDUSTRIAL POOR OTHER RESIDENTIAL x UNDEVELOPED VIDEOTAPE INFO: AGE: EXISTING x OTHER: TYPE: VHS NEW SPEED: LP Ft. From MH REMARKS Video Ft. Photo No. 00 Manhole at 56th Street 369 34-40 Low pipe 1 - 12 inches low 41 Off -set joint 1/2 - 3/4 inch 43-53 Low pipe 1/2 - 3/4 inch low 50 Service Left wye ok 67-77 Low pipe 3 inches low in the middle 92 Service Left wye ok 104 Service Right wye ok 108-120 Low pipe 2 - 22 inches low 120-127 Low pipe 3 inches low 125 Service Right wye ok 156 Low pipe 1 inch low 158 Service Left wye ok 200 Service Left wye ok TV INSPECTION REPORT SOUDIRCATIOIII, INC. DATE: 7-14- 8 7 PAGE NO. 6 7233 WINNETKA AVENUE NORTH FOR: City of Albertville MINNEAPOLIS,MINNESOTA 55428 (612) 535-1065 AT: Albertville ON: Main Avenue FROM:56th Street TO: 57th Street Ft. From MH REMARKS Video Ft. Photo No. 200-208 Low pipe 3/4 inch low 210-212 Fractured tile top half of pipe 3 & 4 231-242 Low pipe 32 - 4 inches low --dip in pipe 242-269 Low pipe 1 inch low 278 Service Right wye ok 281 Service Left wye ok 287 Service Left wye ok 327-343 Low pipe 2 - 22 inches low 332 Service Left wye ok 341 Service Right wye ok 356 Service Left wyeok 375-383 Low pipe 3/4 inch low 380 Service Right wye ok 407 Service Left wye ok 430 Joint leaking 3:00 5 433 Joint leaking 10:00 6 442 Joint leaking 7 452 Service Left wye ok 459-466 Low pipe 3/4 inch low 486-503 Low pipe 3/4 - 1 inch low 505 Manhole at 57th Street 550 TV INSPECTION REPORT a SOLIDIFICATION, INC. Z 7233 W(NNETKA AVENUE NORTH MINNEAPOLIS, MINNESOTA 55428 (612) 535-1065 LINE: DIAMETER: 8 In. PIPE LENGTH: _3_ Ft. DEPTH: 2_ Ft. LINE LENGTH: 319 Ft. SANITARY x STORM TYPE: CAST IRON CLAY x CONCRETE DUCTILE PVC TRANSITE TRUSS OTHER AGE: EXISTING x NEW DATE: 7-14-87 PAGE NO. 7 FOR: City of Albertville AT: Albertville ON: Main Avenue FROM: 57th StrPet TO: 58th 9trPPf- ROAD SURFACE: ASPHALT x CONCRETE GRAVEL EASEMENT UNDER CONSTRUCTION OTHER: TYPE OF AREA: COMMERCIAL x INDUSTRIAL RESIDENTIAL UNDEVELOPED OTHER: CAMERA DIRECTION: DOWNSTREAM _ x UPSTREAM LINE CONDITION: GOOD FAIR x POOR MANHOLE CONDITION: GOOD x FAIR POOR VIDEOTAPE INFO: TYPE: VHS SPEED: LP Ft. From MH REMARKS Video Photo Ft. No. 00 Manhole at 57th Street 550 74-85 Low pipe 2 - 22 inches low 91-103 Low pipe 1/2 - 5/8 inch low 116-130 Low pipe 12 - 2 inches low 156-180 Low pipe 2 inches low 176 Service Right wye ok 220 Service Right wye ok 271 Service Right wye ok 280-290 Low pipe 1/2 - 3/4 inch low 295 Service Left wye ok 308-323 Low pipe 1/2 - 3/4 inch low 333 Service Right wye ok 388 Manhole at 58th Street 640 TV INSPECTION REPORT SOLIDIFICATION, INC. 7233 WfNINETKA AVENUE NORTH MINNEAPOLIS, MINNESOTA 66428 1612) 535-1065 DATE: 7-14-87 PAGE NO. 8 FOR: City of Albertville AT: Albertville ON: Main Avenue FROM: 58th Street TO: 59th Street LINE: DIAMETER: 8 In, ROAD SURFACE: CAMERA DIRECTION: PIPE LENGTH: _3 Ft. ASPHALT x DOWNSTREAM x DEPTH: __14_ Ft. CONCRETE UPSTREAM LINE LENGTH: 43 Ft. GRAVEL EASEMENT SANITARY _ x UNDER LINE CONDITION: STORM CONSTRUCTION GOOD OTHER: FAIR TYPE: CAST IRON POOR x CLAY X CONCRETE DUCTILE MANHOLE CONDITION: PVC TYPE OF AREA: GOOD x TRANSITE COMMERCIAL x FAIR TRUSS INDUSTRIAL POOR OTHER RESIDENTIAL UNDEVELOPED VIDEOTAPE INFO: AGE: EXISTING X OTHER: TYPE: VHS NEW SPEED: LP Ft. From Video Photo MH REMARKS Ft. No. 00 Manhole at 58th Street 640 70 Tile cracked across the top on the bell end 10:00 to 2:00 8 133-165 Low pipe 1/2 - 3/4 inch low 163 Change to iron pipe 165-180 Low pipe 3 - 32 inches low Camera under water al o off and on 195-230 Camera under water 278 Go+ stuck on a rock could not get camera to the next manhole - had to reverse set-up 720 00 Manhole at 59th Street now going upstream 720 09 Joint off -set 1/2 inch TV INSPECTION REPORT 0 SOLIDIFICATION, INC. : 7233 WINNETKA AVENUE NORTH � MINNEAPOLIS, MINNESOTA 55428 (612) 535-1065 DATE: FOR: AT: ON: FROM: 7-14-87 City of Alt Albertville Main Avenue 58th Street PAGE NO. ertville 07 TO: 59th Street Ft. From MH REMARKS Video Ft. Photo No. 15 Joint off -set 1/2 inch 27 Joint off -set 1/2 - 3/4 inch 9 46-56 Low pipe 1/2 - 5/8 inch low 53 Service Left wye ok 130 Off -set joint 1/2 inch 146 Change to iron pipe 149 Service 12:00 wye ok 149-167 Low pipe 2 inches low 818 See the rest of this line TV INSPECTION REPORT if 1cq 0 SOLIDIFICATION, INC. s 7233 WFNNETKA AVENUE NORTH MINNEAPOLIS, MINNESOTA 56428 1612) 535-1066 LINE: TYPE: AGE: DIAMETER: A In, PIPE LENGTH: '_ Ft. DEPTH: 1_ Ft. LINE LENGTH: 4— Ft. SANITARY x STORM CAST IRON CLAY x CONCRETE DUCTILE PVC TRANSITE TRUSS OTHER EXISTING X NEW it. From MH 00 08-20 20-? 47 DATE: 7-14-87 PAGE NO. 10 FOR: City of Albertville AT: Alb ryi11e ON: Main Avenue FROM: 59th Street TO: 60th Street ROAD SURFACE: ASPHALT x CONCRETE GRAVEL EASEMENT UNDER CONSTRUCTION OTHER: TYPE OF AREA: COMMERCIAL x INDUSTRIAL RESIDENTIAL UNDEVELOPED OTHER: REMARKS Manhole at 59th Street CAMERA DIRECTION: DOWNSTREAM x UPSTREAM LINE CONDITION: GOOD FAIR x POOR MANHOLE CONDITION: GOOD x FAIR POOR VIDEOTAPE INFO: TYPE: VHS SPEED: LP Camera under water Line is very dirty camera is pushing a large pile of dirt Got stuck on dirt backed out - City did not want to try to view rest of the line. Video Photo Ft. No. 818 a TV INSPECTION REPORT SOUDIRCATION, INC. 7233 WfNNETKA AVENUE NORTH MINNEAPOLIS, MINNESOTA 55428 16121 635-1066 DATE: 7-14-87 PAGE NO. 11 FOR: City of Albertville AT: Albertville ON: Across Highway #94 FROM: North side TO: South side Highway 94 Highway 94 LINE: TYPE: AGE: DIAMETER: PIPE LENGTH: DEPTH: LINE LENGTH: SANITARY STORM CAST IRON CLAY CONCRETE DUCTILE PVC TRANSITE TRUSS OTHER EXISTING NEW 21 In. _ a Ft. 1_ Ft. 17 Ft. x x x ROAD SURFACE: ASPHALT CONCRETE GRAVEL EASEMENT x UNDER CONSTRUCTION OTHER: TYPE OF AREA: COMMERCIAL INDUSTRIAL RESIDENTIAL UNDEVELOPED x OTHER: CAMERA DIRECTION: DOWNSTREAM NZ UPSTREAM LINE CONDITION: GOOD FAIR x POOR MANHOLE CONDITION: GOOD N/A FAIR POOR VIDEOTAPE INFO: TYPE: VHS SPEED: LP Ft. From MH REMARKS Video Ft. Photo No. 00 End of the pipe on North side of Highway 94 850 77-96 Low pipe 3 - 32 low 108-200 Low pipe 6 - 7 inches low also a lot of mud 200- Low 6 inches low line is very dirty 4 to 5 inche of mud & debris - mud got deeper the closer we qot to the end of the pipe. N m t �� m N m ', '�,� ^' n r � >,: �,,�;, ... . �. «� .r � s rc RESOLUTION NO. HEREAS, the Hanover, Frankfort, St. Michael and Albertville ter and Sanitary Sewer Board by Amendment to the Operating and thorization Agreement dated February 3, 1981, provided that it may adopt appropriate regulations by Resolution; and WHEREAS, the Board has determined that appropriate regulations for the use, service and construction specifications are necessary and advisable; NOW, THEREFORE, IT IS HEREBY RESOLVED by the Hanover, Frankfort, St. Michael and Albertville Water and Sanitary Sewer Board that the following regulations shall govern use, service, construction and connection with the Joint Board Water System upon the effective date of said Resolution. Section 1. PURPOSE AND INTENT. The Joint Powers Board water system (hereinafter called the Water System) shall be operated as a public utility and convenience from which revenue will be derived, subject to the provisions of this Chapter. Section 2. COMPLIANCE WITH PROVISIONS. No person shall make, construct or install any water service installation, or make use of any water service connected to the water system except in the manner provided in this Chapter, nor shall any person make, construct, install or make use of any installation connected to the water system contrary to the regulatory provisions of this Chapter. Section 3. WATER SERVICE CONNECTIONS. A. Existing Service Stubs. Service stubs have been installed to serve some homes and businesses presently located in the Service Area. For those homes and businesses, the connections are ready for use by the existing structures in the Service Area. B. Application for Water Service Connection. In the event additional connections or stubs are required or desired, applications shall be made at the office of the Joint Powers Water Board on the forms furnished by the Board. All such applications for service stubs shall be made by the owner of the property to be served, or his duly authorized agent, and shall state the size and location of the service connection required, and the applicant shall, at the time of making application, pay to the Board the amount of fees required for the installation of the service connection as hereinafter provided. The application shall also contain -1- the name of the owner, a description of the property, lot, block and addition, name of road upon which the property fronts and the signature of the applicant, or his agent, agreeing to conform to the rules and regulations that may be established by the Board as conditions for the use of water. C. Permit to Connect, Fee. A permit must be obtained to connect to the water system. The fee for each permit shall be as set by Board resolution from time to time. D. Conditions of Permit. A connection charge and the permit feet, as determined by resolution of the Board, shall be paid at the time of making application for water service. In addition thereto, before any permit shall be issued, the following conditions shall be complied with: 1. No permit shall be issued to tap or connect with any water main or water system of the Board either directly or indirectly from any lot or tract of land unless it shall be determined that: 2. The lot or tract of land to be served by such connection or tap has been assessed for the cost of construction of the water main and water plan system with which the connection is made; or 3. If no assessment has been levied for such construction cost, the proceedings for levying such assessments have been or will be commenced in due course; or 4. If no assessment has been levied and no assessment proceedings will be completed in due course, a sum equal to the portion of cost of construction of said water main and source of water plant and well system which would be assessable against said lot or tract has been paid to the Board. The assessable cost is to be determined by the Board. 5. A water meter shall be obtained from the Board at the time permit is applied for. E. Inspections. All house service lines shall be inspected by the Water System Inspector before the same is covered to insure proper construction of the line and connection to the service stub. The owner or contractor shall notify the Water Inspector when the service pipe is ready for inspection. Inspections require a 24 hour notice. Section 4. PRIVATE WELLS. Private wells may be maintained and continued in use after connection is made to the water system, provided there is no means of cross -connection between the private well and the public supply at any time. Hose bibbs -2- that will enable the cross -connection of the two (2) systems are prohibited on internal piping of the well supply system. The threads of the boiler drain of the well volume tank shall be removed or the boiler drain hose bibb replaced with a sink faucet. Outside hose bibbs will not be installed on the public system where dual water systems are in use. Section 5. INSTALLATION AND CONSTRUCTION REQUIREMENTS AND SPECIFICATIONS. A. Supervision. All work performed within the limits of the service area shall be under the direct supervision of the Water System Inspector. B. Authority to do Work. Only persons authorized by this Resolution shall tap any distributing main or pipe of the water system, or insert stop cocks or ferrule therein. C. Excavations. If the installation is to be in a surfaced street, the location of the water main shall be ascertained and, upon completion of the construction, the street restored to its previously existing condition. The expense of such construction and restoration shall be borne by the applicant. D. Separate Connections and Meters. No more than one housing unit or building shall be supplied from one service connection except by special permission of the Board. Whenever two (2) or more parties are supplied from one pipe, connecting with the distribution main, each building or part of the building must have a separate stop box and a separate meter. E. House Service Lines. All installations of house service lines shall comply with the following: 1. House service pipe must be laid with sufficient waving to allow not less than one foot (11) extra length and in such manner as to prevent rupture by settlement. 2. House service lines must be placed not less than seven and one-half feet (7 1/21) below the surface and arranged so as to prevent rupture by freezing. 3. A shut off or other stop cock shall be used and placed so as to be protected from freezing. 4. Type K of minimum one inch (1") copper tubing shall be used for runs up to one hundred fifty (1501) feet. It is recommended that type K of minimum one and one-half -3- inch (1 1/2") copper tubing be used for runs from one hundred fifty feet to three hundred feet (1501- 3001) . 5. All underground joints are to be mechanical (compression or flared, not sweated) unless otherwise approved by the Designated Joint Board Inspector. 6. Joints and copper tubing shall be kept to a minimum with not more than one joint used for service up to seventy feet (701) in length. 7. All joints and connections shall be left uncovered until inspected and tested at normal water line pressure. 8. All service over two inch (2") shall be of cast iron. 9. Connections at mains for domestic supply shall be at least one inch (1"). 10. No water pipe shall be connected with any pump, well, tank or piping that is connected with any other water supply other than the public system. 11. Not more than one building shall be supplied from one service connection unless by special permission from the Board. 12. When two (2) or more buildings are supplied from one pipe, each building must have a separate stop box and separate meter. Section 6. SERVICE PIPES. A. Maintenance and Repair. It shall be the responsibility of the consumer or owner to maintain the service pipe from the curb box into the house or structure. In the case of failure upon the part of any consumer to repair any leak occurring in his pipe within twenty-four (24) hours after verbal or written notice thereof, the water will be shut off and will not be turned on until the service charge of $ has been paid and the leak repaired. When the waste of water is great, or when damage is likely to result from the leak, water may be turned off immediately pending repairs. B. Abandoned Service Installations. All service installations that have been abandoned or have not been used for one year, or for any reason have become useless for further service, may be disconnected at the main by the Board, and all pipe and appurtenances removed shall be the property of the Board. Any expense of the Board shall be charged to the -4- property and, if not paid within thirty (30) days, shall be treated as a delinquent account pursuant to this Resolution. Section 7. METERS. A. Meter Use Required. Except for extinguishing of fire, no person except authorized Board employees shall use water from the water supply system or permit water to be drawn therefrom unless the same be metered by passing through a meter supplied or approved by the Board. B. Installation of Meters. All water meters hereafter installed shall be in accordance with the following rules: 1. The service pipe from the water main to the meter shall be brought through the floor in a vertical position. The stop and waste valve shall be installed about twelve inches (12") above the floor. 2. The meter shall be located so that the bottom is from six to twelve inches (6" - 12") above the finished floor line. The meter shall be set not more than twelve inches (12"), measured horizontally from the inside line of the basement wall, unless an alternate method is approved by the Plumbing Inspector. A suitable bracket to support the meter in a proper horizontal position and to prevent noise from vibration shall be provided. 3. All meter installations shall have a stop and waste valve on the street side of the meter. In no case shall there be more than twelve inches (12") of pipe exposed between the point of entrance through the basement floor and the stop and waste valve. A stop and waste valve shall also be installed on the house side of the meter. Meter setting devices shall be of copper pipe or tubing from the terminus of the service pipe up to and including the house side stop and waste valve. Gate valves shall be brass one hundred twenty-five (125) pounds standard. C. Maintenance, Repair and Replacement. 1. Replacement of Meter. All water meters shall be and remain the property of the Board and may be removed or replaced or changed as to size and type by the Board whenever deemed necessary. -5- 2. Maintenance and Repair. The Board shall maintain and repair all meters when rendered unserviceable through ordinary wear and tear and shall replace them if necessary. However, where any replacement or repair or adjustment of any meter is necessary because of damage from hot water backup, damage from freezing water, or damage from any act, carelessness or negligence of the owner or occupants of any premises, any expense incurred by the Board to repair said damage shall be charged against and collected from the water consumer, and water service may be discontinued until the cause is corrected and the amount charged collected. D. Meter Tests. When a consumer makes a complaint that the bill for any past services has been excessive, the Board shall, upon written request, have such meter re -read. If the consumer remains dissatisfied and desires that the meter be tested, said consumer shall then make a deposit of $30.00 and the Board shall test the meter. The consumer shall, if he so desires, be present when such test is made. In case a test should show an error of over five percent (5%) of the water consumed in favor of the Board, the deposit will be refunded to the consumer and a correctly registering meter will be installed and the date of written request and the minimum charge shall be not be affected. In case the test shows an accurate measurement of water or an error in favor of the consumer, the amount deposited shall be retained by the Board to cover the expenses of making such test. E. Unauthorized Tampering With Meter. No person not authorized by the Board shall connect, disconnect, take apart or in any manner change or cause to be changed or interfere with any such meter or the action thereof. Section 8. AUTHORIZED WATER SHUT OFFS. In case of fire or alarm of fire, water may be shut off to insure a supply for the fire fighting; or in making repairs or construction of new works, water may be shut off at any time and kept shut off as long as necessary. Section 9. CONSERVATION MEASURES. Whenever the Board shall determine that a shortage of water supply threatens the Service Area, it may, by resolution, limit the time and hours during which water may be used from the water system for lawn and garden sprinkling, irrigation, car washing and other uses specified therein. Notice of such limitation shall thereupon be placed in the offical publication of the Board. Section 10. RESTRICTED AND PROHIBITED ACTS. A. Unauthorized Turn On or Turn Off. No person, except an authorized Board employee, shall turn on or off any water supply at the stop box without permission for the Board. B. Unauthorized Use of Hydrants, Interference With System. No person, other than authorized Board employees, agents or firemen, shall operate fire hydrants or interfere in any way with the water system without first obtaining a permit to do so from the Board. C. Supplying Water to Others. No person shall permit water from the water system to be used for any purpose except upon his own premises unless written consent is first obtained from the Board. Section 11. DISCONTINUANCE OF SERVICE. Water service may be shut off at any stop box connection whenever: A. The owner or occupant of the premises served, or any person working on any pipes or equipment thereon which are connected with the water system, has violated, threatens to violate or causes to be violated, any of the provisions of this Regulation. B. Any charge for water, service, meter or other financial obligation imposed on the present or former owner or occupant of the premises served is unpaid. C. Fraud or misrepresentation by the owner or occupant of the premises served in connection with an application for service. D. In the event that the Board is proposing to shut off water service in a non -emergency situation, said shut off shall be preceded by ten (10) days mailed notice, by first class mail, postage prepaid, to the last billing address of the owner and/or occupant of the premises. Said notice shall indicate the reason for the proposed shut off and that the owner and/or occupant has the right to demand a hearing before the Board prior to the expiration of the ten (10) days as to the cause for said shut off. In the event that said hearing is held, the Board shall consider testimony and evidence presented by the owner and/or occupant and determine whether or not the shut off is justified under the regulations of the Board. In the event that a hearing is not demanded, it.shall be deemed waived. -7- Section 12. RIGHT OF ENTRY POWERS. Authorized Board employees shall have free access at reasonable hours of the day to all parts of every building and premises connected to the water system for reading of meters and inspection. Section 13. DISCLAIMER OF LIABILITY. The Board shall not be liable for any deficiency or failure in the supply of water to consumers, whether occasioned by shutting the water off for the purpose of making repairs or connections, or from any other cause whatever. Section 14. WATER UTILITY CONSTRUCTION SPECIFICATIONS. A. General Conditions. The Joint Powers Water Board's General Specifications and the Standard Utility Specifications for Watermain and Service Line Installation as prepared by the City Engineers Association of Minnesota (1979 edition) shall apply to all work and material to be furnished except as modified by these Specifications and Special Provisions of this Ordinance. B. Definition Changes. Tap service lines shall be one and one- half (1 1/2) inch and smaller. Branch service lines shall be two (2) inches and larger. C. Materials. Cast iron pipe shall not be used unless specifically allowed in the special provisions. 1. Ductile Iron Pipe and Fittings. Ductile iron pipe shall conform to the requirements of ANSI Specifications A-21.51, except the minimum design thickness shall be: (a) Class 50 on 10" diameter pipe or less with service saddles. (b) Class 50 on 12" diameter pipe or greater. (c) Mechanical joint pipe shall comply with ASA Specification A-21.11. (d) Fittings may be either cast iron or ductile iron and shall be Class 250 for sizes up to and including 12" in diameter, shall conform to ANSI Specification A-21.10 covering short body fittings, and shall be mechanical joint. Fittings over 12" in diameter shall comply with the above specifications and shall be Class 150. am (e) All pipe joints shall be approved slip type or mechanical joint with rubber gasket. Gaskets shall be molded rubber rings made expressly for the joint used. (f) Valve and pipe connectors in manhole locations shall be flanged adaptors eg. Smith Blair No. 912 or 913 and Dresser Style 128. (g) A coating shall also be applied to tie rods and related pieces. The coating shall be Royston- Roskote Mastic A-938, Koppers Bitimastic No. 50 or approved equal. 2. Fire Hydrants. (a) Hydrants shall be non -jacket type hydrant for depth of cover as specified. (b) Hydrants shall be compression type, opening against pressure and closing with pressure. Main valve shall be sealed with "O" ring type seal. (c) Hydrants shall open to the left. (d) The hydrant drain mechanism shall be corrosion - resistant and removable from the top of the hydrant. (e) The operating thread shall be lubricated and protected from water and moisture by the use of rubber "O" rings. (f) The upper threaded area of the operating nut shall be provided with either a lubricant reservoir or extra "O" ring(s) to maintain lubricant in this area. (g) Hydrant pipe connections shall be 6" mechanical joint for 5" nominal hydrant valve opening. (h) Hydrants shall be fitted with two - 2 1/2" hose nozzles (National Standard Thread) and one - 4 1/2" steamer nozzle Waterous No. TP40517 (5-17/32" O.D. x 4 threads per inch). Nozzle caps shall be chained to the hydrant and have a pentagon size as the operating nut, flat to point = 1 1/8". (i) Hydrant bonnet and top section above ground level shall be primed and painted red. (j) Each hydrant shall have attached or stamped upon it, the size of the valve opening, the cover depth, and date of manufacture. (k) Hydrants shall be designed with a replaceable break -off flange at ground level. (1) Hydrants furnished shall be Waterous WB67 Model. (m) All hydrants shall be installed with an auxiliary valve allowing the hydrant to be shut down and the water main to continue to operate. 3. Valves and Boxes. All valves 12" in diameter and over shall be butterfly valves as referred to in this Section. Valve boxes shall be cast iron of the three piece type suitable for a depth of 7 1/2 feet to the center line of the pipe. Valves and boxes shall be considered integral units. Valve boxes shall have at least 6" adjustment above and below specified depth of pipe. (a) Cast iron valve boxes and valve box sections shall be equal or conform to those manufactured by the Tyler Corporation, Pipe Division, 6860 Series, or Trinity Valley. (b) Butterfly valve bodies shall be of cast iron A.S.T.M. A-126, Class B, with flanged or M.J. ends. (c) Butterfly valve bearings shall be self- lubricating and non -corrosive. (d) Butterfly valve packing shall be permanent, self- adjusting. (e) Butterfly valve disc shall be A.S.T.M. A-436 Ni- Resist, Type 1 with polished edges or ductile iron with Type 304 stainless steel, 360' sealing surface. (f) Butterfly valve seat shall be special resistant Hy -Car bonded permanently to the body or mechanically retained to the body. Seat on the disc is not acceptable. (g) Butterfly valve operator shall be cast iron, sealed and lubricated for permanent buries or submerged service equipped with A.W.W.A. nut. -10- (h) Each unit shall be constructed for 150 p.s.i. differential pressure and tested drip -tight in both directions of flow. (i) Butterfly valves shall be of current production and be supplied by a manufacturer with a background of at least five years of successful applications and production in this field. (j) Gate valves shall be of the Resilient Seat 200 lb. test type and have a recommended non -shock water working pressure rating of not less than 200 p.s.i. (k) Resilient Seat Gate Valve stems shall be of high - strength manganese bronze, non -rising type, opening to the left. (1) Resilient Seat Gate Valves shall be furnished with "O" ring seal plate construction. Seal plates shall be machined to contain two "O" rings. (m) Resilient Seat Gate Valves shall have a fully encased wedge sealing surface providing drop tight closure in either direction of flow. (n) Resilient Seat Gate Valves shall be furnished with 2" square operating nuts and all the necessary glands, bolts and conductive gaskets as required for installation of mechanical joint valves. (o) Resilient Seat Gate Valves shall be coated internally and externally with a non -toxic epoxy coating which shall impart no taste or odor to water. (p) Mechanical joint gate valves shall have hub end gasket seating surfaces, fully machined to fixed dimensions and tolerances. (q) Tapping sleeve valves shall comply with the provisions of resilient seat gate valves and shall be flanged inlets and mechanical joint outlets. (r) Butterfly Valves - 4" through 24", for buried or submersible service shall be constructed with materials at least equal to or superior to A.W.W.A. Standard C-504-69. (s) The use of Duc Lugs and set screw retainer glands as restraining devices is not permitted. -11- 4. Water Service Pipe and Fittings. (a) The curb stops shall conform to AWWA Standards, and be A.Y. McDonald 6104 Mueller H151,54, Ford B22-444M, or approved equal. (b) The curb box thread, Minneapolis Pattern, shall be supported by at least 3/4 of its thread diameter on the body of the curb stop. The curb box shall be to AWWA Standards, e.g. Mueller H-10302, Ford EM-2-80-56 (1" curb stop), and Mueller H-10304, or A.Y. McDonald Ford Em-2-80-57 (1-1/2" curb stop) or approved equal. The curb box shall be eight feet long at full extension. (c) Polyethylene and Polybutalene service pipe materials shall not be allowed. 5. Granular Material. Granular material gradation classification in Section with: shall be replaced (a) Backfill Material may be any pit -run or crusher - run product that will all pass a 3-inch sieve and that is so graded from coarse to fine that, of the Portion passing a one -inch sieve, not more than 200, by weight, will pass a #200 sieve. (b) Bedding and Encasement Material i• Shall be graded aggregate product which all Passes a one -inch sieve and not more than 10% of which will pass a #200 sieve. ii. Existing material on site may be used if it meets specifications in a. above. (c) Foundation Material shall consist of crushed rock and generally produced and referred to an 1 1/2" dust free or other coarse crushed rock as approved by the Board. In Section the Granular Bedding and Encasements definition shall be combined and redefined. Unless otherwise specified, bedding and encasement shall be "Class B" modified. Bedding and encasement material shall be placed and shaped to fit the lower 600 of the pipe breadth to three inches (311) minimum thickness bottom and sides and over the pipe below an elevation one inch (1") above the top of the pipe, -12- 0 after pipe installation, for protection of the pipe and to assure proper filling of voids or through consolidation of backfill. MODIFIED CONSTRUCTION REQUIREMENTS OF THE CITY ENGINEER'S UTILITY SPECIFICATIONS. 1. Unless otherwise approved by the Board or its Engineer, all mains, branch and service lines shall be installed with seven and one-half (7 1/2) feet of cover below the proposed finished grade if shown or existing grade whichever is deeper. 2. Protection of Surface Structure. (a) The contractor shall confine his activities to the right-of-way or designated construction area. Equipment and material storage or deposition of excavated materials on private property must be approved in writing by the property owners, a cony Of which shall be resented to the rior to such storage or deposition. Failure to do so will result in immediate suspension of work until such approval has been obtained or materials removed, and area restored to its previous better. condition or (b) Trees, damaged by the Contractor, shall be repaired by a firm that is qualified to make the repairs; whose qualifications shall be approved by the (c) In the event that property corners or other land survey monuments are endangered by construction, the contractor shall immediately notify the and allow sufficient time for such land control markings to be located and tied by the surveyor. The contractor will be held responsible for markings lost through careless construction procedures or failure to give sufficient notice, and he shall retain a licensed surveyor to replace such carelessly lost markers. (d) Roadways on each of the contract segments shall be maintained in good driving condition as directed by the Emergency maintenance by the Board shall be paid for by the contractor at three times the hourly rate for machine with operator. -13- 3. Temporary Service Measures. (a) Traffic and access to abutting properties shall be provided to the extent practical. (b) Temporary Water Service. The contractor provide the necessary temporary water connections as determined by the contractor shall maintain the required service. Temporary service lines disinfected and individually valved satisfaction of the shall service . The temporary shall be to the 4. Watermain Shutoff. The contractor shall notify the Board twenty-four (24) hours in advance as to what watermain he wants shut off and when. The Board will open or close all valves on existing lines on request. Prior to the Board shutting off the water, the contractor shall notify all affected property owners at least twenty-four (24) hours before cutoff. The contractor shall caliper the pipe O.D. to determine the correct size fittings to assure the fittings are on the job before requesting water be turned off. In the event the Board must come out after working hours (8:00 a.m. to 4:30 p.m.), the contractor will be billed at 2.5 times the regular hourly rate. 5. NO 7. Granular Material. (a) Classification and Disposition of Materials. Rock excavation- change reference of "to 1/2 cubic yard in volume" to "excess of 1 cubic yard in volume." (b) Preparation and Maintenance of Foundation. Granular foundation material used as a trench dewatering aid shall not be compensated as foundation material. Expansion loops shall be directed upward or downward from the tap on the main; however, cover shall be equal to that prescribed for the main. Procedures for Disinfection Watermains with Calcium Hypochlorite Tablets. The basic reference for this subject can be found in AWWA Standard C601-81, Disinfection Watermains. since a preliminary flushing cannot be performed when using the tablet method, the pipe -laying crew must take every precaution to see that the pipe interiors are -14- clean and free from debris and that the trench in dry and free from seepage water. Placing tablets in pipe in advance of laying is not permitted. The tablets will be attached to the upper quadrant of the pipe with an adhesive such as Permatex No. 1. Place the adhesive on the broad side of the tablet and take care not to use excessive amounts. If the tablets are attached to the pipe before it is placed into the trench a mark will be made on the upper side of the pipe to indicate tablet placement. Pipes will not be rotated as to place tablets in the lower quadrant after the pipe is installed. Disinfection will be a rate of 50 mg/l. The pipe shall be filled at a rate of one (1) foot/second, or less, making sure that the line is purged of air. The line will be left for twenty-four (24) hours to allow the tablets to dissolve and the disinfection process to take effect. After twenty- four (24) hours the pipe will be thoroughly flushed and checked for chlorine residual. A chlorine residual greater than found in surrounding water system will be cause for further flushing. After flushing, and an acceptable level of residual chlorine is determined, a bacteria sample will be taken. This testing will require an additional twenty- four (24) hours waiting period. When the bacteria test passes, valves will be opened and service tapping, if required, may proceed. The following table will be used as a guideline only. The table is based on using calcium hypochlorite tablets that are 65% available chlorine and 5 grams in size and at a dosage rate of 50 mg/l. Number 5 gram Hypochlorite tablets required for Dose of 50 mg/l. -15- Pipe Diameter Length of Pipe Sections, Feet Inches 13 (or less) 18 20 30 40 4 1 1 2 2 3 6 2 3 3 3 6 8 3 4 5 7 10 10 5 7 8 11 15 12 7 10 11 16 21 16 12 17 20 28 38 One tablet 3.25g available chlorine based on 65% availability of chlorine; any portion of tablets rounded to next higher number. NOTE: It is quite apparent that as pipe diameters and length increase that another form of disinfection must be used. As weather permits, chlorination by the gaseous method must be employed. 8. Electrical conductivity shall be required. A No. 8 copper trace wire shall be installed on all PVC lines. A continuity test shall be performed by the contractor on all new lines prior to final acceptance. 9. The hydrostatic pressure test shall be performed with a minimum duration of two (2) hours. 10. The pipe bedding and encasement zone shall be described as that portion of the trench which is below an elevation one inch (1") over the top of the pipe. Above this zone, the placement of material containing stones, boulders, chunks, etc. greater than eight inches (8") in any dimension shall not be allowed. 11. Add: Final acceptance of backfill settlement shall extend to include the one-year warranty of the project. -16- :ional Inspection. e completion of the project, the City's Engineer ana she contractor shall certify all valves, hydrants, that the entire and water service facility is in good working order; that all valve boxes are centered and valves are opened; that all hydrants operate and drain properly; and that all curb boxes are plumb and centered; and that water is available at all curb stops. 13. Traffic. The Contractor is required to furnish, erect and maintain adequate warning signs, traffic control signs, barricades, warning lights, etc., necessary for the proper control of traffic at all times, as the engineer shall direct, and no direct payment will be made therefore. A local 24-hour on -call service representative shall be provided during construction. Barricades shall be provided with a flashing light at each end and detour signs shall be provided with not less than one flashing light. Flashing lights shall be battery powered with six inch (6") amber lenses. All traffic diversions shall be accomplished in accordance with the "Minnesota Manual on Uniform Traffic Control Devices for Temporary Lane Closures" January 1974 as appended, published by MnDOT. -17- -ational Inspection. the completion of the project, the City's Engineer ana the contractor shall certify all valves, hydrants, and water service that the entire facility is in good working order; that all valve boxes are centered and valves are opened; that all hydrants operate and drain properly; and that all curb boxes are plumb and centered; and that water is available at all curb stops. 13. Traffic. The Contractor is required to furnish, erect and maintain adequate warning signs, traffic control signs, barricades, warning lights, etc., necessary for the proper control of traffic at all times, as the engineer shall direct, and no direct payment will be made therefore. A local 24-hour on -call service representative shall be provided during construction. Barricades shall be provided with a flashing light at each end and detour signs shall be provided with not less than one flashing light. Flashing lights shall be battery powered with six inch (6") amber lenses. All traffic diversions shall be accomplished in accordance with the "Minnesota Manual on Uniform Traffic Control Devices for Temporary Lane Closures" January 1974 as appended, published by MnDOT. -17- f rrg , R w a :z c� nW' v )< A Q NL&cgjx-z �A'T-t-&ori "G� L.AGATX..J �1 AZ�.boa L•c/�Iaa MAT.A bow. L*,AT%,.3 Y)\/-Z4-&DVL (...OLATX...� INCOME RECEIVED JULY 20, 1987 BARTHEL CONSTRUCTION WRIGHT COUNTY AUDITOR WRIGHT COUNTY AUDITOR WRIGHT COUNTY AUDITOR WRIGHT COUNTY AUDITOR WRIGHT COUNTY AUDITOR VERN REYNOLDS CONSTRUCTION MEINY'S DIGGERS, INC. REGISTERED CLOSERS SEWER ACCOUNTS BARTHEL CONSTRUCTION, INC. REGISTERED CLOSERS STATE OF MINNESOTA PRIVATE INDUSTRY COUNCIL 5 $ 645.90 117,396.64 4,593.54 1,989.49 1,989.07 6,218.73 891.50 25.00 5.00 1,849.00 891.50 5.00 45,032.67 814.00 SUBTOTAL $ 182,347.04 BILLS TO BE PAID JULY 20, 1987 PRINCETON COOPERATIVE ASSOCIATION $ 41.25 ACE LOCK & SAFE CO., INC. 40.00 CROW RIVER FARM EQUIPMENT CO. 15.00 WELTERS INC. 11.11 LEAGUE OF MN CITIES 338.00 CHOUINARD OFFICE MACHINES & SUPPLIES 160.93 KILIAN HARDWARE HANK 341.20 MTI DISTRIBUTING CO. 17.69 KEITH AALDERK 200.00 NORWEST BANKS 7,928.10 MAUREEN ANDREWS 535.47 MAUREEN ANDREWS 85.00 KEN LINDSAY 686.03 KEN LINDSAY 85.00 MIKE MERGES 310.20 LORI RODEN 272.36 SOLIDIFICATION, INC. 920.64 PERA 133.42 ROGERS TIRE SERVICE 10.77 MINNESOTA COPY SYSTEMS, INC. 70.40 MEYER & MILLER 467.50 CITY OF ROCKFORD 140.00 SUBTOTAL $ 12,810.07 INCOME RECEIVED JULY 20, 1987 BARTHEL CONSTRUCTION WRIGHT COUNTY AUDITOR WRIGHT COUNTY AUDITOR WRIGHT COUNTY AUDITOR WRIGHT COUNTY AUDITOR WRIGHT COUNTY AUDITOR VERN REYNOLDS CONSTRUCTION MEINY'S DIGGERS, INC. REGISTERED CLOSERS SEWER ACCOUNTS BARTHEL CONSTRUCTION, INC. REGISTERED CLOSERS STATE OF MINNESOTA PRIVATE INDUSTRY COUNCIL 5 $ 645.90 117,396.64 4,593.54 1,989.49 1,989.07 6,218.73 891.50 25.00 5.00 1,849.00 891.50 5.00 45,032.67 814.00 SUBTOTAL $ 182,347.04 BILLS TO BE PAID JULY 20, 1987 PRINCETON COOPERATIVE ASSOCIATION $ 41.25 ACE LOCK & SAFE CO., INC. 40.00 CROW RIVER FARM EQUIPMENT CO. 15.00 WELTERS INC. 11.11 LEAGUE OF MN CITIES 338.00 CHOUINARD OFFICE MACHINES & SUPPLIES 160.93 KILIAN HARDWARE HANK 341.20 MTI DISTRIBUTING CO. 17.69 KEITH AALDERK 200.00 NORWEST BANKS 7,928.10 MAUREEN ANDREWS 535.47 MAUREEN ANDREWS 85.00 KEN LINDSAY 686.03 KEN LINDSAY 85.00 MIKE MERGES 310.20 LORI RODEN 272.36 SOLIDIFICATION, INC. 920.64 PERA 133.42 ROGERS TIRE SERVICE 10.77 MINNESOTA COPY SYSTEMS, INC. 70.40 MEYER & MILLER 467.50 CITY OF ROCKFORD 140.00 SUBTOTAL $ 121810.07 w b u�.� QL 4xhcL to � s�.rp p� uJ ..ern t sow ju\. ... duAr- -U Z C-Koinr- am.d. Qua_ o-Ao OX- A,--r� f\� -tcru 0- ",�dAajh):- 01-t, Uju -PAA3p aft 4-9- VI" OJIA So , . L4A -� L ze-Aoo S . UJL JJLAI a" tU�� A LO 0 a/y-\.& rtu,crrnlnl. -to bcu�d. ,,U�pj-x,- tau to anAluc�. A o� P 8� lo -Rati Q t, OLL tumo q t6 -P/Lo po-,Lea& lu x dli-m .. -tAZ) Odid. ,Oa ruse ad& /Lztu�ti. bc� a-ti-, SLP P-b�. ujz 4.VnCL 1roa,6-Z ,:vr. � QQ YU Gb r czw,,o po.-" &t tfit, C.i�.�.ed. Q-ft& `eRa.chsA.d 4 a.. Ki Ate. -k� cvi A Sot . -t. ,OC�i 00 . (A).L 4-ul o.A" tfy� A L.L)oj J-Le- a/�A) .a te J-a-L. -ki ti to LOU, C4, L 4. o q o� r�,c,crrn to bc.u� . to .4 q 4-6 appAZLLaL t1u, I&LU .P v� North Star Risk Services, Inc. July 13, 1987 Ms. Maurene Andrews Adminstrator of the City of Albertville P.O. Box 131 Albertville, MN 55301 Dear Ms. Andrews: A routine loss control survey was recently conducted concerning the premises and operations for the City. This is in conjunction with the City's participation in the League of Minnesota Cities Insurance Trust Property and Casualty Program. As a result of that loss control survey, prompt attention should be given to these loss control recommendations, which will assist in minimizing the potential for loss. GENERAL OPERATIONS: R-1-87 Scheduled written maintenance and safety checks need to be done on all playground equipment. The maintenance/safety checks should be done every two weeks during high use periods. The results of any maintenance/ safety checks should be documented and kept on file for future reference. R-2-87 Because of the high liability and hazards associated with it, any alcohol consumption on City property should be discontinued. R-3-87 All festivals/special events which are sponsored by non -City groups should submit a general liability Certificate of Insurance to the City. The City should be added as an additional named insured on the Certificate and a Hold Harmless Clause signed with language in favor of the City. If alcohol is included in the festival, it should be sponsored by a local bar or restaurant which already has access to dram shop coverage. Also, adequate security should be provided to protect the general public. R-4-87 All contractors doing business for the City should submit a Certificate of Insurance to the City. It should be kept on file at City Hall, and the City should be added as an additional named insured. A Hold Harmless Clause should be built in to the contract, with language in favor of the City. 1401 West 76th Street, Suite 550 ■ Minneapolis, Minnesota 55423 ■ (612) 861-8600 . ■ TELEX 9102401598 Ms. Maureen Andrews City of Albertville July 13, 1987 Page Two R-5-87 All complaints/incidents should be reported to the City in writing and signed. A centralized person should be responsible for reviewing and submitting it to the appropriate department head. A reasonable time - frame should be attached to it, and the results of any inspection/main- tenance should be documented and kept in a complaint file. R-6-87 A review of your current Sidewalk Ordinances should be undertaken. If no Sidewalk Ordinance is available, one should be drafted to specify who is responsible for repair and maintenance of sidewalks. If you need any help in this area, you can contact the legal department at the League. R-7-87 A regularly scheduled written inspection and maintenance program needs to be set up on all City sidewalks. The results of any inspections should be documented and kept on file for future reference. R-8-87 All refuse haulers operating in the City should submit a general liability Certificate of Insurance to the City. R-9-87 To help reduce the possibility for burglary, all checks and monies taken into City Hall should be stored in a suitable sized safe. R-10-87 All newly hired employees of the City who have access to vehicles should submit a pre -hire Motor Vehicle Report (MVR). I am enclosing some infor- mation pertaining to acquiring MVRs and their analysis, for your review. FIRF BARN: R-11-87 All flammable liquids, such as paint and gas cans, should be stored in an OSHA approved flammable storage cabinet. R-12-87 To reduce the possibility of explosions, flashbacks should be attached to the hoses of your oxygen/acetelyne tank. PLEASE REPLY WITHIN 45 DAYS REGARDING YOUR COMPLIANCE WITH THESE RECOMMENDATIONS. For your convenience, enclosed is a self-addressed envelope. Feel free to make your reply on a copy of this letter and return it in this envelope. These recommendations are made for risk improvement purposes only. They were not made for the purpose of complying with the requirements of any law, rule or regulation. We do not infer or imply in the making of these recommendations Ms. Maurene Andrews City of Albertville July 13, 1987 Page Three that there are no other hazards and exposures in existence. We assume no liability for recommendations provided. The purpose of the recommendations is to assist in improving the risk exposure and to assist you with your loss control program. Thank you for your assistance. Sincerely yours, t C,u�' W. Mi hael Everist Loss Control Consultant North Star Risk Services, Inc. WME/cp Enclosures cc: St. Michael Insurance Agency COMPLAINT FORM Date Received Complainant's Name Address Telephone Complaint Description Referred to Action taken Follow up Date File Closed The following points need to be adhered to for a city to avail themselves of this information: 1. First and foremost, the city should make it clear that they are a political subdivision or public entity when requesting the motor vehicle information. Once this is made clear, they can obtain the information for $1 per motor vehicle record requested. Otherwise, it will cost them $4 per record. 2. The city needs to provide the full name, date of birth and driver's license number for the individual for which a record is being requested. 3. Requests should be made in writing to the following address: Record Request Section Driver's License Office 108 Transportation Building St. Paul, MN 55155 4. The state will then process the information and provide a five year record of violations as well as an indication of the validity of the person's driver's license and the driver's license class. This can be used by the city to determine if the appropriate license class is maintained for the size of vehicle/equipment being operated. MOTOR VECHICLE RECORDS AND REPORTS INTRODUCTION: An MVR program simply means putting your Motor Vechicle Reports to work for you. Through careful interpretation, a summary of someone's driving record can tell you quite alot about his or her safety habits and safety awareness. And statistics will bear out that a person with a proven safe -driving background is less likely to be involved in an accident while driving for you. Of course you want to see your accident record held as low as possible because every accident is costly, even though it's insured. Un-insured "hidden costs" --such as ve hicle down time, driver lost time, overtime to meet schedules, etc. --often surpass the direct loss. To assist you, a set of standards --based on many years of experience in reviewing drivers' records --has been established against which you can measure each MVR. You should find it useful in that it brings a convenience, fairness, and consistency to your evaluation practices. Computation is extremely simple. Various types of convictions have been assigned points, as shown in the table below. All you have to do is add up the number of points a driver has according to the convictions shown on the MVR. As a positive employee relations gesture, you may wish to openly inform your drivers' about the MVR program. To assist you, a sample notice is also given below which you may be able to use as a bulletin board notice. STANnApnS. Upper Limit: points. Time period considered: The past 3 years. However, major convictions, as defined below, are counted back as far as 5 years. CITATION CATEGORIES: Minor, no accident involved ....................... At -Fault Accident... ............................ Major (within 3 years) ............................ Major (4-5 years ago) ............................. ADDITIONAL POINTS: 2 incidents within the most recent 18 months adds..... or 3 incidents within the most recent 18 months adds..... POINTS 1 2 6 3 1 2 DEFINITIONS: Minor Citation Any moving traffic citation a driver receives unless it qualifies as a "Major Conviction" as described below. This category, however, does not include cases involving (1) Motor vechicle equipment, load or size requirements; (2) Improper display or failure to display license plates; (3) Failure to sign or display registration card; (4) Failure to have in possession a valid drivers' license. At -Fault Accident Any accident where the driver is designated as having caused the accident, or negligently contributed to its occurence. Major Conviction Any citation that involves: (1) Driving while intoxicated or under the influence of alcohol or drugs; (2) Failure to stop and report an accident; (3) Homicide, manslaughter, or assault arising out of the operation of a motor vehicle; (4) Driving while license is suspended or revoked; (5) Reckless driving; (6) Possession of opened container of alcoholic beverages; (7) Speed contest, drag racing, or attempting to elude an officer of the law. Incident Includes Minor Citation, At -Fault Accident, and Major Conviction definitions above. SAMPLE BULLETIN BOARD NOTICE DRIVERS PLEASE NOTE: There has been a need for a more uniform way to evaluate driving performance records. Our response to this need is to implement a point -scale measuring system which will relate to each drivers' motor vehicle report (MVR). The point values correspond to various types of driving convictions, similar to the system many states use for determining when a license should be suspended or revoked. Special reviews will be held in cases where too many points have been accumulated within the stated time period. Hopefully, with this system in effect, everyone's safety consciousness will be higher, and we will be able to achieve a better safety record than ever before. (You may also wish to attach a copy of the point "Standards" and advise of any remedial action that will be taken if too many points a -re accumulated). Location Fill In Equipment Type S01U'7 Date (swing, slide, whirl, etc.) Inspector EXAMINED CONDITION Lble xposed screws, bolts, nuts xposed concrete footings ipports/anchors ils, steps, rungs, seats ts, nuts, etc. ipports/anchors iils, steps, rungs, seats olts, nuts, caps, plugs ace material ig hangers or chain 3 necessary e surfacing material under ;nt ings wood king roving parts cify) =D/OK' D ACTION REFERRED REPAIRED REPLACED REMOVED x O H U W CL z H �a id .. CC [Wr H a A G1 a PLAYSTRUCTURE INSPECTION FORM PARK INSPECTOR DATE Look for: Loose fasteners/footings, sharp surfaces, missing parts, surface problems, vandalism, litter, splitting/decaying wood, etc. �I PLAY COMPONENT OK PROBLEM - DESCRIBE CORRECTIVE ACTION TAKEN DATE Mainstructure ' Regular slide Spiral slide Tube slide , Tire swing Belt swing Chain Ladder 6 "Monkey" bars Ring bridge Wood bridge Metal Arch Climber Wood Arch Climber -Tire Climber Crawl Tube Arch tunnel Log roll Chinning bar Trolley ride Firepole Balance Beam Rope net Rope walk Chain walk Merry go Round Swin set slide Climber - free stanAl "-clish" ride Diggers Header Surface material Refuse/Hazards SPRINGSTED INCORPORATED Public Finance Advisors VOLUME 3, ISSN 2 SUMMER, 1987 Ad Sfirings ty etr Bond Market Conditions The municipal bond market again has proven it can be as volatile as other financial indices. Tax-exempt interest rates during the first quarter of 1987 hovered close to an average of 6.60%, during which time a number of refunding programs were successfully marketed. On April 2 the Bond Buyer's Index increased 16 basis points, and jumped 34 more points on April 9. The Index continued climbing until it reached its peak of 8.31% on May 21. Since that time some stability has returned to the market, with the current Index at 7.81 %. The primary factor in this market disruption appeared to be the weakening of the dollar, caused in large part by concern over increasing trade deficits and renewed fear for inflation. Interest rates have dropped in recent weeks as the dollar has strengthened and investors look for new "crises" in the economy. Most economists are predicting that interest rates will not undergo significant change over the balance of the year, and that inflation, as measured by the Consumer's Price Index will ease to a 4.5% annualized increase over the second -half of 1987, after a 5.4% annualized climb during the first-half of the year. We continue to advise issuers to arrange their financing based on the timing of the need for money, not on a perception of what the market might be. It has been our experience that for every winner in playing the market, there is an off -setting loser. Arbitrage Rebate Procedures We continue to get more questions about this subject than any other aspect of the Tax Reform Act of 1986. Briefly, the arbitrage rebate requirements are applicable to all tax-exempt bond issues which are not exempt as outlined hereafter. The basic rule is that earnings on any investment of gross bond proceeds which are in excess of what could have been earned if they were invested at the bond rate must be rebated to the U.S. Treasury. Gross proceeds include original bond proceeds, money provided for payment of debt service, and any money provided as a security or reserve for an issue, regardless of the source of that money. There are three basic exemptions for new money issuers from the rebate regulations. First, if all gross proceeds, other than a bona fide debt service fund, are expended within six months of issuance no rebate is required. Secondly, the rebate monitoring and payment is not required for issuers of less than $5 million of tax-exempt bonds (excluding private activity bonds) in any calendar year, if the bonds are not private activity bonds and 95% or more of the net proceeds are used for local governmental activities. The final exemption is for tax and revenue anticipation notes if within six months of issuance the cumulative cash flow deficit being funded exceeds 90% of the issue amount. There is a special exemption for bona fide debt service funds which individually have annual gross earnings of less than $100,000. If you feel you have debt service funds established for issues sold after September I, 1986 which qualify or may qualify for this exemption, we suggest you discuss it in detail with your financial advisor or bond attorney. If in any year your issue(s) do not meet one of the tests for exemption, you must monitor your investment of bond proceeds beginning on the day you receive the proceeds. You must maintain an annual record of the type and term of investment and the actual yield. Any income produced from the spread between the bond rate and the reinvestment rate must be deposited into a separate rebate account, and 90% of the total of those excess earnings, together with earnings thereon, must be remitted to the U.S. Treasury at the end of each five-year period. Final arbitrage rebate regulations have not been promulgated to -date and no one knows what the exact requirements will be. However, it is certain that rebate will be required and it will be necessary for you to start a paper trail of investments which can be audited. We believe your external auditor is in a good position to assist you with the monitoring and reporting requirements at the time they perform your post -audit. SPRINGSTED Incorporated will provide you with the yield on the bonds for the purpose of establishing that program. If you are uncertain as to the overall impact of federal tax reform on your borrowing needs, you should feel free to consult with your SPRINGSTED Project Manager. In certain cases it may be helpful to have that Project Manager attend one of your meetings to discuss tax reform in greater detail. SPRINGSTED Incorporated Nationally Ranked Securities Data Company, Inc., a New York based research and data gathering firm in the securities industry, ranked SPRINGSTED Incorporated the third largest financial advisor in the country during the first quarter of 1987. The ranking was for the total volume of competitive sales of new municipal issues. SPRINGSTED was credited with 40 sales totaling $268 million, representing 4.9% of the national market. The only other midwest firm in the top ten was The First National Bank of Chicago. SPRINGSTED was also ranked fifth in the country for total general obligation new issue volume. While our volume and area of operation has increased dramatically in recent years, we _ have also increased our staff and support capabilities so as to maintain a high level of service capacity for all of our clients. We value the confidence our clients have placed in us over the years and we work hard to maintain that confidence. For those of you who are not currently clients of ours, we would appreciate an opportunity to discuss with you why an increasing number of issuers are selecting SPRINGSTED Incorporated as their independent financial advisor. You can arrange a no obligation meeting with a SPRINGSTED Project Manager by calling Mr. Robert Pulscher at (612) 223-3000. Taxable Public Purpose Bonds We are currently working on a number of bond programs which will have to be issued as taxable obligations. Most of these issues cannot qualify for tax exemption because more than 10% of the proceeds are benefiting a private party. These issues are primarily for tax increment projects. There is a ready market for these bonds, but at a significant premium over tax-exempt rates. We have been seeing spreads between taxable and tax-exempt rates of between 2% - 2.5%. There is also a significant difference in the way investment bankers and underwriters view the pricing of these bonds. In a recent sale with four bidders there was a difference of 67 basis points, or 2/3 of 1% between the best and the worst bid. This wide difference supports our contention that a public competitive sale serves the issuer better than a private negotiation with a single designated purchaser. 1987 Legislative Session Like you, we are still evaluating the significant changes made in public finance and related matters by the Legislature. While there are a number of legislative summaries out, one of the best which has come to our attention is the "Summary of 1987 Local Government Laws," which is prepared and distributed by the Minnesota Department of Revenue. If you have not received a copy, we commend it to you as a good starting source of information on changes in property tax administration, tax and levy limits, local government aid and related tax law changes. General Tax Levy Homestead Credit Wetlands Credit Wetland Reimbursement Aid Local Gov't Aid Revenue Sharing Other State Aids L.iquior Permits Beer Permits Amusement Licenses Cigaretee Licenses ^ilding Permits ,per Permits Sign Permits Dog Permits Bingo Permits Fence Permits Hall Rental Hearing Fees Interest on Assessments Interest on Investments Donations Capital Asset Sales Refunds and Reimbursement Other Income TOTAL REVENUES CITY OF ALBERTVILLE GENERAL FUND MAY 1987 CURRENT YEAR TO YEAR TO VARIANCE MONTH DALE DATE FROM BUDGET BUDGET 0.00 3,110.84 57,091.37 (53,980.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53,215.00 (53,215.00 0.00 271.00 0.00 271.00 0.00 0.00 0.00 0.00 0.00 3,600.00 5,200.00 (1,600.00 125.00 3'30.00 300.00 30.00 0.00 330.00 130.00 200.00 0.00 60.00 60.00 0.00 2,161.15 12,342.60 18,500.00 (6,157.40; 245.00 420.00 0.00 420.00 0.00 0.00 1,300.00 (1,300.00; 6.00 24.00 60.00 (36.00 0.00 0.00 75.00 (75.00. 0.00 0.00 0.00 0.00 0.00 10.00 0.00 10.00 0.00 200.00 0.00 200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.85 112.15 0.00 112.15 50.85 112.15 0.00 112.15 0.00 569.30 0.00 569.30 ---------------------------------------------------------- 2,638.85 21,492.04 135,931.37 (114,439.33 CITY OF ALBERTVILLE GENERAL FUND MAY 1987 CURRENT YEAR TO YEAR TO VARIANCE MONTH DATE DATE FROM BUDGET BUDGET COUNCIL General Salaries 360.00 2,163.00 4,320.00 (2,157.00) Payroll Taxes 1.67 37.06 0.00 :�'I.06 PERA 0.00 18.19 0.00 18.1'9 Special Meetings - Reg. 40.00 265.00 1,000.00 (735.00' Special Meetings - J. P. 15.00 120.00 360.00 (240.00) Dues and Subscriptions 0.00 674.90 450.00 224.90 Printing and Publications 0.00 0.00 0.00 0.00 Mileage and Travel 0.00 0.00 200.00 (200.00' Insurance 0.00 2,600.50 2,400.00 200.50 Legal -------------------------------------------------------- 225.00 1,083.25 2,400.00 (1,316.75" fAL COUNCIL 641.67 6,961.90 11,130.00 (4,168.10; MAINTENANCE Salaries 831.12 5,039.85 10,650.15 (5,560.30) Inspection Fees 0.00 0.00 0.00 0.00 Overtime 0.00 0.00 300.00 (300.00) Payroll Taxes 59.43 356.53 761.49 (404.96) Workman's Comp. Ins. 0.00 0.00 882.00 (882.00) PERA 35.32 211.88 452.63 (240.75" Medical Benefits 41.65 124.95 294.00 (169.05) Utilities 0.00 0.00 0.00 _ 0.00 Supplies 61.23 306.23 300.00 (493.77) Repairs & Maintenance 0.00 675.07 400.00 275.07 Gasoline 102.27 276.56 600.00 (323.44) Insurance 0.00 0.00 900.00 (900.00, Rubbish 33.00 132.00 200.00 (68.00) After Hours Sewer Insp. 0.00 25.00 100.00 (75.00) Capital Outlay 259.95 259.95 1,000.00 (740.05) --------- ----------------------------------------------- TOTAL MAINTENANCE -------------------------------------------------------- 1,423.97 7,458.02 17,340.27 (9,882•.25) CITY HALL Utilities 0.00 0.00 1,500.00 (1,500.00) feleohone 85.91 279.76 800.00 (520.24) - ��pIies 0.00 0.00 200.00 (200.00) )airs and Maintenance 0.00 0.00 0.00 0.00 Insurance 0.00 0.00 500.00 (500.00) Capital Outlay 50.00 50.00 150.00 (100.00) --------------------------------------------------------- TOTAL CITY HALT_ 135.91 329.76 3,150.00 (2,820.24) CITY OF ALBERTVILLE GENERAL FUND MAY 1987 CURRENT YEAR TO YEAR TO VARIANCE MONTH DATE DATE FROM BUDGET BUDGET ADMINISTRATION Salaries 1,538.48 8,551.99 21,150.00 (12,598.01 Payroll Taxes 110.00 748.26 1,512.23 (763.91 Workman's Comp. Ins. 0.00 0.00 48.00 (48.00 PERA 65.39 356.25 898.88 (542.6-2 Medical Benefits 85.00 255.00 1,020.00 (765.00 Dues and Subscriptions 0.00 129.00 330.00 (201.00 Utilities - Sign 258.79 773.36 60.00 713.36 Printing and Publication 16.83 88.83 500.00 (411.11 Office Supplies 0.00 460.23 1,200.00 (739.77 Mileage and Travel 130.00 254.64 1,280.00 (1,025.3E impairs and Maintenance 0.00 114.60 100.00 14.6C surance 0.00 307.00 3,700.00 (3,393.00 Legal 380.00 1,454.25 1,600.00 (145.75 Accounting & Bookkeeping 200.00 1,412.50 3,100.00 (1,687.5C Audit 0.00 0.00 3,500.00 (3,500.00 Animal Control 0.00 0.00 300.00 (300.00 .Assessor 71.40 71.40 2,500.00 (2,428.60 Building Inspector 0.00 1,351.32 15,725.00 (14,373.6E Legal Joint Powers 0.00 0.00 600.00 (600.00 Consultants 0.00 162.72 0.00 162.72 Capital Outlay 0.00 0.00 '100.00 (100.00 -------------------------------------------------------- TOTAL ADMINISTRATION ------------------------------------..-------------------- 2,855.89 '16,491.35 59,224.11 (42,732.76 PLANNING AND ZONING Meeting Per Diem 0.00 0.00 960.00 (960.00 Special Meetings 0.00 0.00 80.00 (80.0C Council Person Meetings 0.00 0.00 240.00 (240.00 Seminars and Workshops 0.00 0.00 100.00 (100.0C Printing and Publications 0.00 0.00 0.00 0.00 .Legal 0.00 0.00 0.00 0.0C Recording Fees 0.00 10.00 400.00 (390.00 -------------------------------------------------------- TOTAL PLANNING & ZONING -------------------------------------------------------- 0.00 10.00 1,780.00 (1,770.00 ALICE PROTECTION otection Fees 1,688.12 5,064.36 20,257.00 (15,192.64 TOTAL POLICE PROTECTION -------------------------------------------------------- 1,688.12 5,064.36 20,257.00 (15,192.64 CITY OF ALBERTVILLE GENERAL FUND MAY 1987 CURRENT YEAR TO YEAR TO VARIANCE MONTH DATE DATE FROM BUDGET BUDGET STREETS Utilities 1,133.98 4,592.00 14,000.00 (9,408.00 Suppilies 300.00 460.00 1,000.00 (540.00 Repairs and Maintenance 0.00 1,084.25 600.00 484.2� Gasoline 3.74 54.30 600.00 (545.7C Snowplowing 0.00 0.00 600.00 (600.00 Sand and Gravel 0.00 66.00 750.00 (684.00 City Street Maintenance 0.00 67.50 1,500.00 (1,432.5C Contractual Str. Maint. 816.75 1,316.75 0.00 1,316.7E Township Road Maintenance 0.00 90.00 1,000.00 (910.00 Capital Outlay 0.00 145.00 3,000.00 (2,855.00 -------------------------------------------------------- TAL STREET 2,254.47 7,875.80 23,050.00 (15,174.2C -------------------------------------------------------- TOTAL EXPENDITURES -------------------------------------------------------- 9,000.03 44,191.19 135,931.38 (91,740.IS EXCESS OF REVENUES OVER EXPENDITURES (6,361.18) (22,699.15) (0.01) (22,699.14 CITY OF ALBERTVILLE PARK FUND MAY 1987 CURRENT YEAR TO YEAR TO VARIANCE MONTH DATE DATE FROM BUDGET BUDGET REVENUES General Tax Levy 0.00 288.96 7,975.32 (7,686.31 Homestead Credit 0.00 0.00 0.00 0.0 Park Rental 0.00 0.00 425.00 (425.01 Interest on Investments 0.00 0.00 0.00 0.0 Donations 0.00 0.00 0.00 0.01 Other Revenue 0.00 0.00 0.00 0.01 TOTAL REVENUES 0.00 288.96 8,400.32 (8,111.31 -------------------------------------------------------- EXPENDITURES �laries 169.62 1,605.05 2,221.72 (616.6- rt Time Salaries 5.00 5.00 500.00 (495.01 Overtime 0.00 0.00 300.00 (300.01 Payroll Taxes 12.13 113.55 158.85 (45.31 Workman's Comp. Ins. 0.00 0.00 183.99 (183.95 PERA 7.20 67.48 94.42 (26.94 Medical Benefits 8.50 25.50 6-1.3:3 (35.8, Meetings Per Diem 0.00 0.00 480.00 (480.01 Utilities 16.05 313.03 400.00 (86.9- Supplies 45.84 112.75 700.00 (587.2! Repairs and Maintenance 0.00 17.10 500.00 (482.9( Gasoline 0.00 4.14 200.00 (195.81 Planning of Park 0.00 0.00 500.00 (500.0( Promotion 0.00 300.00 300.00 0.0( Capital Outlay 0.00 0.00 1,800.00 (1,800.0( -------------------------------------------------------- TOTAL EXPENDITURES 264.34 2,563.60 8,400.31 (5,836.7- -------------------------------------------------------- EXCESS OF REVENUES OVER EXPENDITURES (264.34) (2,274.64) 0.01 (2,274.6E CITY OF ALBERTVIL.LE FIRE DEPARTMENT FUND MAY 1987 CURRENT YEAR: TO YEAR TO VARIANCE MONTH DATE DATE FROM BUDGET BUDGET REVENUES General Tax Levy 0.00 488.60 13,806.00 (13,317.40 Homestead Credit 0.00 0.00 0.00 0.0c Fire Aid 0.00 0.00 0.00 0.010 Fire Protection Fees 0.00 1,570.00 10,742.00 Interest on Investments 0.00 0.00 0.00 0.00 Donations 0.00 335.00 2,500.00 (2,165.00 Refunds and Reimbursement 0.00 0.00 0.00 0.00 Other Revenues 0.00 0.00 0.00 0.00 -------------------------------------------------------- TOTAL REVENUES -------------------------------------------------------- 0.00 2,393.60 27,048.00 (24,654.40 ?ENDITURES C heif Salary 0.00 200.00 200.00 0.00 Workman's Comp. Ins. 0.00 0.00 625.00 (625.00 Utilities 145.57 385.78 800.00 (414.22 Supplies 0.00 3,523.38 2,000.00 1,523.38 Repairs and Maintenance 226.00 601.58 500.00 101.58 Gasoline 37.96 192.07 300.00 (107.93 Insurance 0.00 0.00 2,700.00 (2,700.00 Education and Training 0.00 635.00 400.00 235.00 Dues 0.00 0.00 0.00 0.00 Fire Relief Association 0.00 87.00 3,073.00 (2,986.00 Audit 0.00 0.00 200.00 (200.00 Capital Outlay -------------------------------------------------------- 0.00 5,196.16 16,250.00 (11,053.84 TOTAL EXPENDITURES -------------------------------------------------------- 409.53 10,820.97 27,048.00 (16,227.03 EXCESS OF REVENUES OVER EXPENDITURES (409.53) (8,427.37) 0.00 (8,427.37 City of Albertville SCHEDULE OF CASH AND INVESTMENTS May 31, 1987 General Fund - 1 Cash and Investments Park Fund - 2 Cash and Investments Fire Department Fund - 3 Cash and Investments 1960 S. A. Fund - 21 Cash and Investments 1973 S. A_ Fund - 22 Cash and Investments 1976 S. A. Fund - 23 Cash and Investments 1977 S. A. Fund 24 Cash and Investments 1979-1 S. A. Fund - 25 Cash and Investments 1979 Ind. Park Fund - 26 Cash and Investments 1982 S. A. Fund - 27 Cash and Investments 1983 S. A. Fund - 28 Cash and Investments 1984 S. A. Fund - 29 Cash and Investments 1985 S. A. Fund - 30 Cash and Investments /�1 44,416.02 ( 444.24) ( 18,155.99) 1,788.77 43,950.42 30,167.33 46,972.78 127,428.86 495,316.10 95,681.81 257,380.44 ( 14,517.54) 270,514.76 City of Albertville SCHEDULE OF CASH AND INVESTMENTS May 31, 1987 T. 1. Cap. Proj. - 40 Cash and Investments Sewer Fund - 50 Cash and Investments Clinic Fund - 51 Cash and Investments Tax Increment D. S. - 60 Cash and Investments TOTAL CASH AND INVESTMENTS W �1 88,769.93 17,557.2'2 ( 366.91) 53,969.54 -------------- 1,540,369.30 -------------- FIRST NATIONAL BANK ADDITIONAL INCOME JULY 20, 1987 TOTAL ADDITIONAL BILLS JULY 20, 1987 NSP MEYER-ROHLIN, INC. SECURITY STATE BANK (FED. DEPOSIT) COMMISSIONER OF REVENUE MN POLUTION CONTROL AGENCY TOTAL 7,193.88 189.540.92 $ 99.50 22,694.28 2,546.55 564.00 50.00 $ 38,746.40 General Tax Levy Homestead Credit Wetlands Credit Wetland Reimbursement Aic Local Gov't Aid Revenue Sharing Other State Aids Liquior Permits Beer Permits Amusement Licenses F-iaretee Licenses 4 ilding Permits Sewer Permits Sign Permits Dog Permits Bingo Permits Fence Permits Hall Rental Hearing Fees Interest on Assessments Interest on Investments Donations Capital Asset Sales Refunds and Reimbursement Other Income TOTAL REVENUES s CITY OF ALBERTVILLE GENERAL FUND JUNE 1987 CURRENT YEAR TO YEAR TO VARIANCE MONTH DATE DATE FROM BUDGET BUDGET 31,701.35 34,812.19 57,091.37 (22,279.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53,215.00 (53,215.00 0.00 271.00 0.00 271.00 0.00 0.00 0.00 0.00 0.00 3,600.00 5,200.00 (1,600.00 25.00 355.00 300.00 55.00 0.00 330.00 130.00 200.00 0.00 60.00 60.00 0.00 6.698.65 19,041.25 18,500.00 541.25 170.00 590.00 0.00 590.00 0.00 0.00 1,300.00 (1,300.00 0.00 24.00 60.00 (36.00 0.00 0.00 75.00 (75.00 0.00 0.00 0.00 0.00 0.00 10.00 0.00 10.00 0.00 200.00 0.00 200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 363.60 475.75 0.00 475.75 363.60 475.75 0.00 475.75 70.00 639.30 0.00 639.30 ------------------------------------------------------- 39,392.20 60,884.24 135,931.37 (75,047.13 CITY OF ALBERTVILLE GENERAL FUND JUNE 1987 CURRENT YEAR TO YEAR TO VARIANCE MONTH DATE DATE FROM BUDGET BUDGET COUNCIL General Salaries 375.00 2,538.00 4,320.00 (1,782.00 Payroll Taxes 2.10 39.16 0.00 39.16 PERA 0.00 18.19 0.00 18.19 Special Meetings - Reg. 290.00 555.00 1,000.00 (445.00 Special Meetings - J. P. 30.00 150.00 360.00 (210.00 Dues and Subscriptions 0.00 674.90 450.00 224.90 Printing and Publications 0.00 0.00 0.00 0.00 Mileage and Travel 0.00 0.00 200.00 (200.00 Insurance 0.00 2,600.50 2,400.00 200.50 )al 0.00 1,083.25 2,400.00 (1,316.75 -------------------------------------------------------- TOTAL COUNCIL -------------------------------------------------------- 697.10 7,659.00 11,130.00 (3,471.00 MAINTENANCE Salaries 1,349.12 6,438.97 10,650.15 (4,211.18 Inspection Fees 0.00 0.00 0.00 0.00 Overtime 0.00 0.00 300.00 (300.00 Payroll Taxes 63.90 420.43 761.49 (341.06 Workman's Comp. Ins. 0.00 0.00 882.00 (882.00 PERA 35.32 247.20 452.63 (205.43 Medical Benefits 41.65 166.60 294.00 (127.40 Utilities 0.00 0.00 0.00 0.00 Supplies 38.38 344.61 800.00 (455.39 Repairs & Maintenance 88.26 763.33 400.00 363.33 Gasoline 42.40 318.96 600.00 (281.04 Insurance 0.00 0.00 900.00 (900.00 Rubbish 33.00 165.00 200.00 (35.00 After Hours Sewer Insp. 0.00 25.00 100.00 (75.00 Capital Outlay 0.00 259.95 1,000.00 (740.05; -------------------------------------------------------- TOTAL MAINTENANCE -------------------------------------------------------- 1,692.03 9,150.05 17,340.27 (8,190.22, CITY HALL Utilities 0.00 0.00 1,500.00 (1,500.00' T 'ephone 353.97 633.73 800.00 (166.27. 0.00 0.00 200.00 (200.00' ,.plies Repairs and Maintenance 0.00 0.00 0.00 0.00 Insurance 0.00 0.00 500.00 (500.00' Capital Outlay 0.00 50.00 150.00 (100.00' --------------------------------------------------------- TOTAL CITY HALL-------353_97--------683j73------3-150_00------(2-466_ - CITY OF ALBERTVILLE GENERAL FUND JUNE 1987 CURRENT YEAR TO YEAR TO VARIANCE MONTH DATE DATE FROM BUDGET BUDGET ADMINISTRATION Salaries 1,924.48 10,476.47 21,150.00 (10,673.53 Payroll Taxes 503.13 1,251.39 1,512.23 (260.84 Workman's Comp. Ins. 0.00 0.00 48.00 (48.00 PERA 65.39 421.64 898.88 (477.24 Medical Benefits 85.00 340.00 1,020.00 (680.00 Dues and Subscriptions 0.00 129.00 330.00 (201.00 Utilities - Sign 55.96 829.32 60.00 769.32 Printing and Publication 28.74 117.57 500.00 (382.43 Office Supplies 199.71 659.94 1,200.00 (540.06 leage and Travel 182.50 437.14 1,280.00 (842.86 napairs and Maintenance 63.12 177.72 100.00 77.72 Insurance 0.00 307.00 3,700.00 (3,393.00 Legal 535.00 1,989.25 1,600.00 389.25 Accounting & Bookkeeping 403.00 1,815.50 3,100.00 (1,284.50 Audit 0.00 0.00 3,500.00 (3,500.00 Animal Control 0.00 0.00 300.00 (300.00 Assessor 2,470.00 2,541.40 2,500.00 41.40 Building Inspector 0.00 1,351.32 15,725.00 (14,373.68 Legal Joint Powers 0.00 0.00 600.00 (600.00 Consultants 760.50 923.22 0.00 923.22 Capital Outlay 0.00 0.00 100.00 (100.00 -------------------------------------------------------- TOTAL ADMINISTRATION -------------------------------------------------------- 7,276.53 23,767.88 59,224.11 (35,456.23 PLANNING AND ZONING Meeting Per Diem 0.00 0.00 960.00 (960.00 Special Meetings 0.00 0.00 80.00 (80.00 Council Person Meetings 0.00 0.00 240.00 (240.00 Seminars and Workshops 0.00 0.00 100.00 (100.00 Printing and Publications 0.00 0.00 0.00 0.00 Legal 0.00 0.00 0.00 0.00 Recording Fees 0.00 10.00 400.00 (390.00 -------------------------------------------------------- TOTAL PLANNING & ZONING - 0.00 10.00 1,780.00 (1,770.00 --- ----------------------------------------------------- -ICE PROTECTION Protection Fees 1,688.12 6,752.48 20,257.00 (13,504.52 -------------------------------------------------------- TOTAL POLICE PROTECTION -------------------------------------------------------. 1,688.12 6,752.48 20,257.00 (13,504.52 CITY OF ALBERTVILLE GENERAL FUND JUNE 1987 CURRENT YEAR TO YEAR TO VARIANCE MONTH DATE DATE FROM BUDGET BUDGET STREETS Utilities 1,136.76 5,728.76 14,000.00 (8,271.24 Suppilies 0.00 460.00 1,000.00 (540.60 Repairs and Maintenance 421.27 1,505.52 600.00 905.52 Gasoline 7.88 62.18 600.00 (537.82 Snowplowing 0.00 0.00 600.00 (600.00 Sand and Gravel 0.00 66.00 750.00 (684.00 City Street Maintenance 100.00 167.50 1,500.00 (1,332.50 Contractual Str. Maint. 0.00 1,316.75 0.00 1,316.75 Township Road Maintenance 0.00 90.00 1,000.00 (910.00 oital Outlay 0.00 145.00 3,000.00 (2,855.00 TOTAL STREET -------------------------------------------------------- 1,665.91 9,541.71 23,050.00 (13,508.29 TOTAL EXPENDITURES -------------------------------------------------------- 13,373.66 57,564.85 135,931.38 (78,36i:,.53 EXCESS OF REVENUES -------------------------------------------------------- OVER EXPENDITURES 26,018.54 3,319.39 (0.01) 3,319.40 CITY OF ALBERTVILLE FIRE DEPARTMENT FUND JUNE 1987 CURRENT YEAR TO YEAR TO VARIANCE MONTH DATE DATE FROM BUDGET BUDGET REVENUES General Tax Levy 0.00 488.60 13,806.00 (13,317.40 Homestead Credit 0.00 0.00 0.00 0.00 Fire Aid 0.00 0.00 0.00 0.00 Fire Protection Fees 0.00 1,570.00 10,742.00 (9,172.00 Interest on Investments 0.00 0.00 0.00 0.00 Donations 0.00 335.00 2,500.00 (2,165.00 Refunds and Reimbursement 0.00 0.00 0.00 0.00 Other Revenues 0.00 50.00 0.00 50.00 -------------------------------------------------------- TOTAL REVENUES -------------------------------------------------------- 0.00 2,443.60 27,048.00 (24,604.40 EXPENDITURES Cheif Salary 0.00 200.00 200.00 0.00 Workman's Comp. Ins. 0.00 0.00 625.00 (625.00 Utilities 0.00 385.78 800.00 (414.22 Supplies 63.13 3,586.51 2,000.00 1,586.51 Repairs and Maintenance 221.60 823.18 500.00 323.18 Gasoline 13.60 205.67 300.00 (94.33 Insurance 0.00 0.00 2,700.00 (2,700.00 Education and Training 34.00 669.00 400.00 269.00 Dues 0.00 0.00 0.00 0.00 Fire Relief Association 0.00 87.00 3,073.00 (2,986.00 Audit 0.00 0.00 200.00 (200.00 Capital Outlay -------------------------------------------------------- 5,065.66 10,261.82 16,250.00 (5,988.18 TOTAL EXPENDITURES -------------------------------------------------------- 5,397.99 16,218.96 27,048.00 (10,829.04 EXCESS OF REVENUES OVER EXPENDITURES (5,397.99) (13,775.36) 0.00 (13,775.36 REVENUES General Tax Levy Homestead Credit Park Rental Interest on Investments Donations Other Revenue TOTAL REVENUES PENDITURES -alaries Part Time Salaries Overtime Payroll Taxes Workman's Comp. Ins. PERA Medical Benefits Meetings Per Diem Utilities Supplies Repairs and Maintenance Gasoline Planning of Park Promotion Capital Outlay TOTAL EXPENDITURES EXCESS OF REVENUES OVER EXPENDITURES CITY OF ALBERTVILLE PARK FUND JUNE 1987 CURRENT YEAR TO YEAR TO VARIANCE MONTH DATE DATE FROM BUDGET BUDGET 0.00 288.96 7,975.32 (7,686.3( 0.00 0.00 0.00 0.6 100.00 100.00 425.00 (325.0( 0.00 0.00 0.00 0.0( 0.00 0.00 0.00 0.0( 50.00 50.00 0.00 50.0( -------------------------------------------------------- 150.00 -------------------------------------------------------- 438.96 8,400.32 (7,961.3( 169.62 1,774.67 2,221.72 (447.0; 0.00 5.00 500.00 (495.0( 0.00 0.00 300.00 (300.0( 12.13 125.68 158.85 (33.1' 0.00 0.00 183.99 (183.9� 7.21 74.69 94.42 (19.71 8.50 34.00 61.33 (27.3Z 0.00 0.00 480.00 (480.0( 16.12 329.15 400.00 (70.8: 80.00 192.75 700.00 (507.2f 137.51 154.61 500.00 (345.3f 7.86 12.00 200.00 (188.0( 0.00 0.00 500.00 (500.00 0.00 300.00 300.00 0.0( 0.00 0.00 1,800.00 (1,800.0( -------------------------------------------------------- 438.95 -------------------------------------------------------- 3,002.55 8,400.31 (5,397.7E (288.95) (2,563.59) 0.01 (2,563.6( City of Albertville SCHEDULE OF CASH AND INVESTMENTS June 30, 1987 General Fund - 1 Cash and Investments Park Fund - 2 Cash and Investments Fire Department Fund - 3 Cash and Investments 1960 S. A. Fund - 21 Cash and Investments 1973 S. A. Fund - 22 Cash and Investments 1976 S. A. Fund - 23 Cash and Investments 1977 S. A. Fund - 24 Cash and Investments 1979-1 S. A. Fund - 25 Cash and Investments 1979 Ind. Park Fund - 26 Cash and Investments 1982 S. A. Fund - 27 Cash and Investments 1983 S. A. Fund - 28 Cash and Investments 1984 S. A. Fund - 29 Cash and Investments 1985 S. A. Fund - 30 Cash and Investments $ 74,282.28 ( 733.19) ( 23,553.98) 1,788.77 43,574.66 30,167.33 46,972.78 127,428.86 516,471.96 99,909.78 257,380.44 ( 10,428.69) 182,866.41 City of Albertville SCHEDULE OF CASH AND INVESTMENTS June 30, 1987 T. I. Cap. Proj. - 40 Cash and Investments Sewer Fund - 50 Cash and Investments Clinic Fund - 51 Cash and Investments Tax Increment D. S. - 60 Cash and Investments TOTAL CASH AND INVESTMENTS 88,769.93 24,081.93 ( 366.91) 88,481.47 -------------- $ 1,547,093.83 --------------