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05/08/1991 • PLANNING COMMISSION MEETING AGENDA WEDNESDAY, MAY 8, 1991 7:30 P.M. Public Copy Planning Commission l City of Fridley AGENDA PLANNING COMMISSION MEETING WEDNESDAY, MAY 8, 1991 7:30 P.M. LOCATION: FRIDLEY MUNICIPAL CENTER, 6431 UNIVERSITY AVENUE N.E. CALL TO ORDER: ROLL CALL: APPROVE PLANNING COMMISSION MINUTES: April 24, 1991 PUBLIC HEARING: Amending Chapter 205 of the Fridley City Code, entitled "zoning" by deleting and renumbering consecutive sections of the R-3, General Multiple Dwelling District Regulations: 205. 09. R-3 GENERAL MULTIPLE DWELLING DISTRICT REGULATIONS 5. PARKING REQUIREMENTS D. Design Requirements. (7) All parking facilities -0f fifty (50) spaces or more shall be subicct to interior land3c pe improvements as approved by the City. 7. PERFORMANCE STANDARDS F. Land3caping. The--�el-lewi 1�'��-h l l he i • nimu er teZzpfer landscaping: • (1) Sodding and landscaping shall ext-enel-aeress-the entire front yard and side yards, including the boulevard. (2) All open areas of any site, except areas used for parking, driveways, or storage Shall have ground cover and be landscaped with trec3, bs, b t r landscaping materials. (3) All uses shall prevHc water f-acilities to yard urca3 for maintenance e- landscaping. t4) It shall be the owner's rc3pon3ibility to sec that all required landscaping is mainta-m ed in an attractive, well kept condition. (5) All vacant 1-et3, tracts, or parcels Shall be properly maintained in an orderly manner free of litter and junk. Planning Commission Meeting Agenda May 8, 1991 Page 2 These sections are in conflict with the recently adopted Ordinance #960 and should be deleted. DRAFT OF THE WATER PORTION OF THE SEWER AND WATER CHAPTER OF THE COMPREHENSIVE PLAN DETAILED OUTLINE OF THE SEWER PORTION OF THE SEWER AND WATER CHAPTER OF THE COMPREHENSIVE PLAN RECEIVE THE MINUTES OF THE PARKS AND RECREATION COMMISSION MEETING OF APRIL 1, 1991 RECEIVE THE MINUTES OF THE HOUSING & REDEVELOPMENT AUTHORITY MEETING OF APRIL 4, 1991 RECEIVE THE MINUTES OF THE HUMAN RESOURCES COMMISSION MEETING OF APRIL 4, 1991 OTHER BUSINESS: ADJOURN: CITY OF FRIDLEY PLANNING COMMISSION MEETING, APRIL 24, 1991 CALL TO ORDER: Chairperson Betzold called the April 24, 1991, Planning Commission meeting to order at 7:30 p.m. ROLL CALL: Members Present: Don Betzold, Dean Saba, Sue Sherek, Diane Savage, Connie Modig, Brad Sielaff Members Absent: None Others Present: Barbara Dacy, Community Development Director Michele McPherson, Planning Assistant Kevin Meeks, Planning Intern Dick Larson, Fire Marshall Yoava Klucsar, 1337 Hillcrest Drive Jim Determan, Determan Welding and Tank Serv. Rick Sutherland, Burlington Northern APPROVAL OF MARCH 27, 1991, PLANNING COMMISSION MINUTES: MOTION by Ms. Sherek, seconded by Ms. Modig, to approve the March 27, 1991, Planning Commission minutes as written. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON BETZOLD DECLARED THE MOTION CARRIED UNANIMOUSLY. 1. PUBLIC HEARING: CONSIDERATION OF A SPECIAL USE PERMIT, SP #91-06, BY YOAVA KLUCSAR, PER SECTION 205.07. 01.C. (1) OF THE FRIDLEY CITY CODE TO ALLOW ACCESSORY BUILDINGS, OTHER THAN THE FIRST ACCESSORY BUILDING, OVER 240 SQUARE FEET, ON LOT 30, BLOCK 2 , IRVINGTON ADDITION, AND LOT 14, EXCEPT THE SOUTH 390 FEET, AUDITOR'S SUBDIVISION NO. 22, GENERALLY LOCATED AT 1420 RICE CREEK ROAD N.E. MOTION by Mr. Kondrick, seconded by Ms. Savage, to waive the reading of the public hearing notice and open the public hearing. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON BETZOLD DECLARED THE MOTION CARRIED AND THE PUBLIC HEARING OPEN AT 7:32 P.M. PLANNING COMMISSION MEETING, APRIL 24, 1991 PAGE 2 Ms. McPherson stated this property is located east of Central Avenue and south of Rice Creek Road. The property is zoned R-1, Single Family Dwelling, as are the properties surrounding it. The petitioner is requesting a special use permit to allow a second accessory building over 240 square feet. On April 2, 1991, the Appeals Commission approved a variance to increase the maximum square footage of accessory buildings from 1,400 .square feet to 1,932 square feet, with three stipulations: 1. One curb cut shall be maintained from Rice Creek Road. 2 . The petitioner shall provide a hard surface driveway by November 1, 1991. 3 . Special Use Permit, #91-06, shall be approved. Ms. McPherson stated that located on the property is a single family dwelling and an existing detached garage with a concrete slab for the second accessory building. In 1987, the petitioner applied for a building permit to construct an addition to the rear of the dwelling unit. At that time, the petitioner questioned whether or not he would be permitted to pour a concrete pad for a garage. He was told that a special use permit would be required and a variance would be necessary to meet code requirements. These requirements were indicated on the building permit in 1987. Ms. McPherson stated the property is slightly over one acre in size. The petitioner has located the garage in such a manner so that, if the petitioner decides to split the lot in the future, one garage would exist on one lot and the house and second garage would exist on the other lot. The proposed garage will not adversely impact adjoining property owners, as there is adequate separation between structures. The lot coverage is well within the 25% allowed by Code, Ms. McPherson stated the Engineering Department has requested that one curb cut be maintained and be shared between the two garages so that traffic interruptions are minimized on Rice Creek Road. If the property is to be subdivided in the future, there is a small right-of-way stub that would need to be vacated and the property platted. If the petitioner chooses to use the existing curb cut, a joint driveway easement would need to be executed at the time of platting. Ms. McPherson stated staff is recommending approval as the lot is large enough to accommodate the second accessory building, and the second accessory building will not adversely impact any adjacent property owners. PLANNING COMMISSION MEETING, APRIL 24, 1991 PAGE 3 Mr. Klucsar stated he is trying to fix up the house and property. It is his intention to split the lot in the future and build a new house on the other lot. MOTION by Mr. Saba, seconded by Ms. Sherek, to close the public hearing. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON BETZOLD DECLARED THE MOTION CARRIED AND THE PUBLIC HEARING CLOSED AT 7:35 P.M. MOTION by Mr. Kondrick, seconded by Ms. Modig, to recommend to City Council approval of Special Use Permit, SP #91-06, by Yoava Klucsar, per Section 205.07. 01.C. (1) of the Fridley City Code to allow accessory buildings, other than the first accessory building, over 240 square feet, on Lot 30, Block 2, Irvington Addition, and Lot 14, except the south 390 feet, Auditor's Subdivision No. 22, generally located at 1420 Rice Creek Road N.E. , with the following stipulations: 1. One curb cut shall be maintained from Rice Creek Road. 2 . The petitioner shall provide a hard surface driveway by November 1, 1991. 3 . Special Use Permit, #91-06, shall be approved. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON BETZOLD DECLARED THE MOTION CARRIED UNANIMOUSLY. Ms. McPherson stated this item will go to City Council on May 6, 1991. 2 . PUBLIC HEARING: AMENDING CHAPTER 205 OF THE FRIDLEY CITY CODE ENTITLED, "ZONING", BY AMENDING SECTIONS 205. 04 , "GENERAL PROVISIONS" AS FOLLOWS: 205.04. GENERAL PROVISIONS 9. ABOVE GROUND FUEL STORAGE (AGFS) TANKS A. AGFS tanks are permitted accessory uses in commercial and industrial zoning districts. All AGFS tanks must meet requirements established by the Uniform Fire Code (UFC) and the Minnesota Pollution Control Agency (MPCA) . Permits from State Fire Marshall and MPCA must be obtained prior to application to the Fire Department for an installation permit. PLANNING COMMISSION MEETING, APRIL 24, 1991 PAGE 4 B. In commercial zoning districts and for automotive service stations in the industrial districts, AGFS tanks shall not exceed a 1, 000 gallon capacity and/or six (6) feet in height and/or diameter. Use of these tanks is limited to liquid petroleum (LP) . C. Prior to installation, a permit from the City of Fridley Fire Department shall be obtained. D. All AGFS tanks shall be screened by a chain link fence with metal slats and shall be no taller than eight (8) feet in height, with the exception of LP which does not require fencing. E. The City of Fridley may require installation of vehicle protection barricades for AGFS tanks, depending on the tank's location on the property. MOTION by Mr. Kondrick, seconded by Mr. Saba, to waive the reading of the public hearing notice and open the public hearing. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON BETZOLD DECLARED THE MOTION CARRIED AND THE PUBLIC HEARING OPEN AT 7:36 P.M. Ms. Dacy stated she has been working with Urban Corps Intern, Kevin Meeks, on this ordinance amendment. Mr. Meeks has done all the background research, contacting other communities, and working with her in developing the language. They have worked closely with the Fire Department, and Dick Larson from the Fire Department is at the meeting. Ms. Dacy stated Mr. Meeks has been working in the Community Development Department since January 1, 1991. He is a senior at the University of Minnesota majoring in Urban Studies. Mr. Meeks will be making the staff presentation on this ordinance amendment. Mr. Meeks stated research on above ground fuel storage tanks began when the Fire Department alerted the Community Development Department of a federal law that will require some underground fuel storage tanks to be replaced by the year 2000. Due to concerns of expense and replacement of underground tanks, staff thought this might generate interest in the use of above ground tanks. Staff is concerned about the aesthetic and safety impacts of above ground storage tanks. He stated staff has looked at existing tanks in the City. The Commissioners viewed a video tape of above ground storage tanks at Willamette, Totino Grace High School, LaMaur, and Dow Brand. PLANNING COMMISSION MEETING, APRIL 24, 1991 PAGE 5 Mr. Meeks stated staff is proposing an amendment to City Ordinance Chapter 205 as follows: 205. 04 . GENERAL PROVISIONS 9 . ABOVE GROUND FUEL STORAGE (AGFS) TANKS A. AGFS tanks are permitted accessory uses in commercial and industrial zoning districts. All AGFS tanks must meet requirements established by the Uniform Fire Code (UFC) and the Minnesota Pollution Control Agency (MPCA) . Permits from State Fire Marshall and MPCA must be obtained prior to application to the Fire Department for an installation permit. B. In commercial zoning districts and for automotive service stations in the industrial districts, AGFS tanks shall not exceed a 1,000 gallon capacity and/or six (6) feet in height and/or diameter. Use of these tanks is limited to liquid petroleum (LP) . Mr. Meeks stated there has been some discussion about including kerosene and diesel fuel. Mr. Meeks stated the reason AGFS tanks greater than a 1,000 gallon capacity are prohibited in commercial areas is due to safety and aesthetic reasons. The Fire Department believes it would not be safe to have AGFS tanks on small commercial sites, such as automotive service stations, because of the risk of accidents or vandalism that could cause the tanks to rupture. In addition, the Fire Department noted that there has never been an incident in the City of Fridley of an underground fuel storage tank exploding and recommends continued use of these types of tanks. Aesthetically, AGFS tanks larger than 1,000 gallon capacity or six feet in diameter and/or height would be an eye sore from the public right-of-way. C. Prior to installation, a permit from the City of Fridley Fire Department shall be obtained. D. All AGFS tanks shall be screened by a chain link fence with metal slats and shall be no taller than eight (8) feet in height, with the exception of LP which does not require fencing. Mr. Meeks stated staff has not proposed vegetation screening, wood, or plastic fencing, as these are flammable materials and therefore recommend only metal chain link fencing with metal slats. PLANNING COMMISSION MEETING, APRIL 24, 1991 PAGE 6 E. The City of Fridley may require installation of vehicle protection barricades for AGFS tanks, depending on the tank's location on the property. Mr. Meeks stated the Planning Department has notified all commercial and industrial sites currently using AGFS tanks and have notified all Fridley automotive service stations of the proposed amendment. Mr. Meeks stated staff is recommending the Planning Commission approve the ordinance amendment as proposed. Ms. Dacy stated that since the notice was published, staff has been contacted by owners of existing tanks and some issues have come up that the Commission might want to discuss. Further, staff has received a complaint about the appearance of an above ground tank. Ms. Dacy stated the first issue is diesel and kerosene. They have been notified by at least two property owners who have small 250 gallon kerosene and diesel tanks. The owners asked if those would be applicable under paragraph B. The intent is to limit the size of tanks in commercial areas. However, the size of these tanks are controllable; and, at the present time, staff is taking the interpretation that these tanks would be grandfathered in. At this point, staff does not know if there is a great demand to have 250 gallon diesel and kerosene tanks on a consistent basis, and that might be another exception they could evaluate. Ms. Dacy stated the complaint about the appearance of a tank is the tank behind the Stylmark building on Main Street. Staff is recommending a paragraph F be added: "All above ground fuel storage tanks shall be maintained in a clean and well kept appearance. " Ms. Dacy stated there is also the issue of signs. Property owners or commercial establishments may paint advertising on the exterior of these tanks. Staff is recommending a paragraph G that would state: "Advertising signage is not permitted on all above ground fuel storage tanks. " Mr. Betzold asked if the Environmental Quality and Energy Commission would like to discuss any of these issues. Mr. Sielaff stated he would be more concerned about underground tanks. He asked how underground tanks are regulated. Mr. Dick Larson, Fire Marshall, stated that most of the older underground storage tanks are leaking and are a threat to the environment. By 1990, all underground storage tanks that do PLANNING COMMISSION MEETING, APRIL 24, 1991 PAGE 7 not contain a double wall corrosion protection will have to be removed. A permit has to be taken out to remove a tank, and he has to witness the removal of the tank. If he can smell any odors, then an environmentalist has to come out and test the soil. He must also be on the site for the installation of any tank. Mr. Saba stated that maybe the City should be taking some proactive action by requiring soil testing at the sites where below ground storage tanks are located. Mr. Larson stated that every owner of below ground storage tanks is required to keep a record of the total amount of leakage or shrinkage of the product. Once the leakage gets beyond a certain percentage, then it is getting too costly because too much of the product is being lost. Right now, 90% of the cleanup costs for contamination is paid by the Super Fund. Ms. Dacy stated the City also requires a monitoring well permit when engineering companies want to take soil tests or install a monitoring well to determine the extent of ground water contamination. Staff could provide the Commission with a list of stations that are under investigation at this time. Mr. Larson stated the issue is that because it is very costly to put below ground storage tanks back in the ground, there is the possibility of more property owners wanting to put the tanks above ground. The leaks can be monitored more closely. What they are trying to do is head off any problems before they develop. Mr. Jim Determan, Determan Welding and Tank Service, stated the laws were passed in 1989. By 1999, all tanks must be removed or replaced or monitored. He stated he did not believe the City is going to have a problem with above ground storage tanks. He stated land is too valuable and it is very expensive to install above ground storage tanks. The pollution is the same for tanks above ground or below ground. Mr. Larson stated insurance is also very expensive for underground storage tanks. He did not know about insurance for above ground storage tanks. Mr. Saba stated he would be concerned about any exceptions for above ground storage tanks, particularly in R-1, Single Family Dwelling, zoning, such as the Totino Grace tank. Ms. Dacy stated the above ground storage tank at Totino Grace is the only one in a residential area. The intent of the ordinance is that no other above ground storage tanks would PLANNING COMMISSION MEETING, APRIL 24, 1991 PAGE 10 205. 04 . GENERAL PROVISIONS 9. ABOVE GROUND FUEL STORAGE (AGFS) TANKS A. AGFS tanks are permitted accessory uses in commercial and industrial zoning districts. All AGFS tanks must meet requirements established by the Uniform Fire Code (UFC) and the Minnesota Pollution Control Agency (MPCA) . Permits from State Fire Marshall and MPCA must be obtained prior to application to the Fire Department for an installation permit. B. In commercial zoning districts and for automotive service stations in the industrial districts, AGFS tanks shall not exceed a 1, 000 gallon capacity and/or six (6) feet in height and/or diameter. Use of these tanks is limited to liquid petroleum (LP) . C. By definition, this ordinance does not apply to AGFS tanks of less than 265 gallons. D. Prior to installation, a permit from the City of Fridley Fire Department shall be obtained. E. All AGFS tanks shall be screened by a chain link fence with metal slats and shall be no taller than eight (8) feet in height, with the exception of LP which does not require fencing. F. The City of Fridley may require installation of vehicle protection barricades for AGFS tanks, depending on the tank's location on the property. G. All AGFS tanks shall be maintained in a clean and well kept appearance. H. The only signage permitted on AGFS tanks is the identification of contents and/or caution labels. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON BETZOLD DECLARED THE MOTION CARRIED UNANIMOUSLY. 3 . RECEIVE MARCH 4, 1991, PARKS AND RECREATION COMMISSION MINUTES: MOTION by Mr. Kondrick, seconded by Mr. Saba, to receive the March 4, 1991, Parks and Recreation Commission minutes. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON BETZOLD DECLARED THE MOTION CARRIED UNANIMOUSLY. PLANNING COMMISSION MEETING, APRIL 24, 1991 PAGE 11 4. RECEIVE MARCH 14, 1991, HOUSING AND REDEVELOPMENT AUTHORITY MINUTES: MOTION by Mr. Kondrick, seconded by Ms. Sherek, to receive the March 14, 1991, Housing and Redevelopment Authority minutes. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON BETZOLD DECLARED THE MOTION CARRIED UNANIMOUSLY. 5. RECEIVE MARCH 19, 1991, ENVIRONMENTAL QUALITY AND ENERGY COMMISSION MINUTES: MOTION by Mr. Sielaff, seconded by Mr. Saba, to receive the March 19, 1991, Environmental Quality and Energy Commission minutes. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON BETZOLD DECLARED THE MOTION CARRIED UNANIMOUSLY. 6. RECEIVE APRIL 2, 1991, APPEALS COMMISSION MINUTES: MOTION by Ms. Savage, seconded by Mr. Kondrick, to receive the April 2, 1991, Appeals Commission minutes. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON BETZOLD DECLARED THE MOTION CARRIED UNANIMOUSLY. 7. RECEIVE APRIL 16, 1991, APPEALS COMMISSION MINUTES: MOTION by Ms. Savage, seconded by Mr. Saba, to receive the April 16, 1991, Appeals Commission minutes. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON BETZOLD DECLARED THE MOTION CARRIED UNANIMOUSLY. ADJOURNMENT: MOTION by Mr. Kondrick, seconded by Ms. Modig, to adjourn the meeting. Upon a voice vote, Chairperson Betzold declared the motion carried and the April 24, 1991, Planning Commission meeting adjourned at 9:00 p.m. Res ctfully su mitted, Ly Saba Rec rding Secretary y t �w Community Development Department PLANNING DIVISION City of Fridley DATE: May 2, 1991 TO: Planning Commission Members FROM: Barbara Dacy, Community Development Director Michele McPherson, Planning Assistant SUBJECT: Public Hearing for Landscape Ordinance Attached please find an ordinance which will delete two sections from the R-3, General Multiple Family regulations regarding landscaping. In our processing of the new landscape ordinance, we failed to delete these two sections of the R-3 zoning code. The sections to be deleted conflict with the newly adopted landscape ordinance. Staff recommends that the Planning Commission recommend approval of the attached ordinance to the City Council. MM/dn M-91-312 . - r PUBLIC HEARING BEFORE THE PLANNING COMMISSION Notice is hereby given that there will be a Public Hearing of the Fridley Planning Commission at the Fridley Municipal Center, 6431 University Avenue N.E. on Wednesday, May 8, 1991 at 7:30 p.m. for the purpose of: Amending Chapter 205 of the Fridley City Code, entitled "zoning" by deleting and renumbering consecutive sections of the R-3 , General Multiple Dwelling District Regulations: 205. 09. R-3 GENERAL MULTIPLE DWELLING DISTRICT REGULATIONS 5. PARKING REQUIREMENTS D. Design Requirements. (7) All parking facilities of fifty (50) spaces or more shall be subject to interior landscape improvements as approved by the City. 7. PERFORMANCE STANDARDS F. Landscaping. (1) Sodding and landscaping shall extend across the entire front yard and side yards, including the boulevard. (2) All open areas of any site, except areas used for parking, driveways, or storage shall have ground cover and be landscaped with trees, shrubs, berms, and other landscaping materials. areas for maintenance of landscaping. (4) It shall be the owner's responsibility to sec that all required landscaping is maintained in an attractive, well kept condition. (5) All vacant lots, tracts, or parcels shall be properly maintained in an orderly manner free of litter and junk. These sections are in conflict with the recently adopted Ordinance #960 and should be deleted. 1 - . Page 2 Any and all persons desiring to be heard shall be given an opportunity at the above stated time and place. DONALD BETZOLD CHAIRMAN PLANNING COMMISSION Publish: April 24, 1991 May 1, 1991 Any questions related to this item may be referred to the Fridley Community Development Department, 571-3450. • r Community Development Department PLANNING DIVISION City of Fridley DATE: May 2, 1991 TO: Planning Commission Members FROM: Barbara Dacy, Community Development Director SUBJECT: Comprehensive Plan Process I will explain our revised schedule for the Comprehensive Plan amendment process at Wednesday's meeting. To begin this process, Michele McPherson has prepared a detailed outline for the Water portion of the Water and Sewer chapter. After the Water and Sewer chapter is revised by all commissions and the City Council, we will begin the process to amend the Transportation chapter. As you recall, we are required to amend these two chapters in order to comply with Metropolitan Council requirements. After this point, then other amendments on the Comprehensive Plan will occur. We are working on other elements of the Plan as we proceed with these revisions. BD/dn M-91-320 y. R y / Community Development Department 1 PLANNING DIVISION City of Fridley DATE: May 3, 1991 TO: Planning Commission Members FROM: Barbara Dacy, Community Development Director Michele McPherson, Planning Assistant SUBJECT: Draft of Water Portion of Sewer and Water Chapter of the Comprehensive Plan Attached please find the outline, a preliminary draft, and several attachments for the water portion of the Sewer and Water Chapter of the Comprehensive Plan. Please review the attached materials and provide staff with direction as to the amount and types of additional information which should be included in the water portion of the Sewer and Water Chapter. MM/dn M-91-321 OUTLINE - WATER AND SEWER CHAPTER (preliminary) COMPREHENSIVE PLAN WATER I. Introduction II. Inventory of Sources 1. Hydrogeology a. Groundwater b. Existing City wells III. Supply and Demand 1. Water Usage a. past b. future projections c. rate change 2. Existing system a. wells b. filtration plants c. reservoirs d. booster pumps 3 . Anticipated Future Needs a. new b. filter plant c. booster pumps IV. Threats to Water Source 1. Contamination a. volumes b. EPA standards 2 . Drought (restricted supplies) a. conservation policies -1- DRAFT OF WATER PORTION OF THE WATER AND SEWER CHAPTER OF THE COMPREHENSIVE PLAN I. INTRODUCTION II. INVENTORY OF SOURCES HYDROGEOLOGY The City of Fridley's water is supplied by a series of wells which pump water from underground water sources. Underlying the City are layers which were deposited due to past geologic activity. These geologic layers create what is called a stratigraphic column (see attached "A") . This columns show distinct layers of rock in varying thicknesses. The City's water is found in two types of geologic layers: 1) glacial drift; and 2) bedrock. Glacial drift is comprised of lake deposits, sand and gravel out wash, and glacial till which was left as the glaciers retreated. These deposits were left in sinuous, highly permeable layers. Located between layers of impermeable rock, these areas of glacial drift can be from 56' to 247 ' deep throughout the City. This "sandwich" of glacial drift creates areas where water moves through and is trapped. The bedrock layers are commonly found under the glacial drift layers and are comprised of sandstone, shale, limestone, and dolomite. Several aquifers occur in these layers, two of which underlie a large portion of the City. These aquifers are the Prairie Du Chien-Jordan aquifer and the Mount Simon-Hinckley aquifer. The multiple names indicate the rock formations within which water is found. The Prairie Du Chien-Jordan aquifer is the most widely utilized of the two aquifers, as it is the shallower of the two aquifers. It is more expensive to tap the water supply within the Mount Simon-Hinckley aquifer due to its greater depth. Attached is a chart which contains information regarding which aquifers supply the 13 City wells (see attached "B") . III. SUPPLY AND DEMAND WATER USAGE The consulting firm of Howard Needles Tammen and Bergendoff (HNTB) conducted a water system study in August 1989. For that study, HNTB researched the past water usage by residential, commercial, and industrial users for the years 1982 -1988 (see attached "B") . In 1977, 1,467,459, 000 gallons of water were used. In 1987, that number increased to 2,538, 043 ,000. This is an increase of 170%. HNTB also calculated the future usage requirements of the City. Residential usage is based on a per-capita calculation of 65 gallons/day/person. The City's population for the 1990 census was m. Water Portion Page 2 determined to be 28,267 persons. The rate of residential construction is not projected to increase over the next ten years as the remaining vacant parcels of residentially zoned land are predominantly "infill" lots. The last large residential development was the Springbrook Apartments at Northtown, which added 358 units to the residential housing supply. Future residential usage should remain stable. The commercial and industrial projections are based on a gallons per acre calculation. The City has approximately 290 acres of vacant commercial and industrial land remaining to be developed. HNTB used an average of 1, 650 gallons of water per acre per day, the City's future water usage should increase by 478, 500 gallons per day as the City develops these remaining parcels of land. At that rate, the annual rate of water usage should increase by 174,252,500 of water per year once the City is fully developed (see attached "E") . (Paragraph to be inserted here regarding current water usage rates and potential future increases. ) EXISTING SYSTEM The City's current water supply system is divided into three levels: low level, intermediate level, and high level. Low Level The low level system is supplied by Wells 2-11, and 13 . Two filter plants located at Locke and Commons Parks filter water as it is pumped from the water supply. In addition, a three million gallon ground reservoir and a half million gallon elevated reservoir are located at Commons Park which provide storage for when additional supplies are required. Currently, Wells 6-8 are being monitored for trichlorethylene (TCE) and Well 9 is off-line due to contamination by TCE. This issue will be further discussed under threats to water source. The City has constructed an additional 1.5 million gallon elevated reservoir which will assist in providing additional storage capacity for the low level system. Intermediate Level Wells 1 and 12 supply the intermediate level with a 1.5 million gallon stand-pipe reservoir providing additional storage capacity. Water Portion Page 3 High Level The high level water supply system is not supplied directly by specific wells. However, variable speed booster pumps run continually to supply water to this area of the City located east of Highway 65 where the elevation is much higher than the remainder of the City. The variable speed booster pumps allow the pumps to match the supply of water with the amount of consumption which is occurring. ANTICIPATED FUTURE NEEDS The water study conducted by HNTB determined that the City will need to continue to maintain the current system as well as providing improvements to the system to ensure that an adequate water supply exists during times of uncertainty in the system, i.e. equipment failure, power failures, major fire flow requirements, etc. , occur. The study indicated that additional storage would be highly desirable to accommodate these uncertainties. The study determined that the City's static water pressure which ranges from 50 to 90 psi is acceptable. The standard of 60 to 75 psi is an optimum level of pressure; however, as the City's elevation changes greatly, the 50 to 90 psi range is acceptable. Various improvements which the study suggested include: 1) higher capacity booster pumps and an additional elevated reservoir to serve the high level, 2) an additional 1, 000 gallon per minute well, an additional elevated reservoir, and completion of the water main loop near Skywood Mall for the intermediate level, and 3) a third booster pump and an additional one million gallon reservoir to serve the low level system. The City has currently completed, or will be completing, two of the recommended improvements: 1) a 1.5 million gallon elevated reservoir has been constructed near the NSP sub-station west of Highway 65. This reservoir will accommodate storage needs for the low level system, and 2) the water main loop improvement near the Skywood Mall will be completed during the Summer of 1991. IV. THREATS TO WATER SOURCE CONTAMINATION As was stated earlier, the City has four wells in which trichlorethylene (TCE) has been found. These wells are 6-9 and draw water from the Prairie Du Chien-Jordan aquifer. The only well to be taken off-line at this time has been Well 9. The City continues to monitor Wells 6-8 on a monthly basis and also spot checks the remaining nine wells within the system. The City has worked with the adjacent communities of Moundsview and New Brighton Water Portion Page 4 to determine where the contamination may be originating from. It has been determined that the most likely candidate for the source of the contamination is the Twin City Army Ammunition plant in Arden Hills. There are two "plumes" of contamination. One from the north and south. It has been determined that the contamination is not from the south plume; however, further study continues as to determine the possibility of the contaminant occurring from the north plume (if available, map to be added) . The options the City currently has to correct this problem is to replace Wells 6-9 or to treat the water prior to it entering the system. Two treatment options would be: 1) air stripping, which releases the TCE into the air and it is dispersed, or 2) use highly activated carbon filters to remove the TCE from the water. The most efficient, although most expensive, way to remove the TCE is through the use of the carbon filters. The City has reviewed the treatment alternatives, but has not made a determination to begin treatment of the water. It is the goal of the City to continue to provide water to the residents which contains less than the EPA's standard for all contaminants. Restricted Supplies Another threat to the water source would include the threat of drought. As many of the communities utilize the same source for their water supplies, conservation methods such as restricted watering bans should be regionally considered. For the year 1991, the City has implemented a "no watering" ban for the hours of noon to 8: 00 p.m. for all residents and businesses within the City. • a A • SystemIII Anna' thickness het! General Description Graphic ---- _— ColLJIJa Water-Bellsiaq Characteristics Undifferentiated 0300 �d w..ter u.e lead w s+w we*Panel.,y :real :gee mod sear�1 Flex genial and yrser.l—p�ynMren a aal MAY M/�rtr�.e..• et ester as awe is Waalmad and Fame modem dun Mutield ts ee at leer mare ,. ..: Decorah Shallatelligaggh ke i s 7 7 4 a 5 i 7 Sel kala /emigemay.ludo a Yakr:isdades Yea dew aiawau Imam .0 htedderaar ameme.t Mal mama la akuselseet tpeard Mstsder: taw yields Mem kacans is Male end Mara. b 33 owlits m 4laaas mamma Agei St.Peter Sandstone (30 !oedemas.ipw-par.truaivey kidded.see ser1K ard. pant ees.tead.ottartase:apprise.20.&+kick silly a say bed air lam r"p�y� H'mode w yields Shakopee Formation 30 C°"kwt bed an��� Onesxa Dolomite100 an�i■'••_t;: �_MEN I NM , Aquila:Mak Odds teem era wea is dedemeat sad ha. _- pray a M asi min a.assd seadsbte: acipal moiler of elm tt�ate Teo Cay aesie Jordan Sandstone 90 pm>+ at —li y.maw.ey bedded.seed. f •:' Vuanuse a awe-p...d amok •{�:•:{•: St.Lawrence Formation Sp Oelasroee.era,b rsa }••:;:•. p„ Wry'orwady. /euas+t,is ®a,etai aprsesettt rpm ® �e Coediting kid Franconia Forntatiou restart-sear.tki►addel Ise-b �: tee 7ields peeemawa:ea wooer aquifer t Raba) a use silty s a esom »..................... aue'F.saadsroaa ::: deed le= to ::::}-r.....r:::ads: C •� :::•r.:::a.....s:.: sateass bed ... v - Ern _:d::::.._...: .: Aemela:moderate to M.melds Eau Claire Formation to I70 faa lerone.red ttae. rmyid•paa a red.hole l Y '-sal-er• '/aueeausc:esseekeddtd.iM ... : .::..:: ....::...:. . :: Caadaity bed Mt.Simon Sandstone fir'''==' .»°^:`:=: upper part dee-soeearae'or..Vu+rseote:rkia steak lords ill ....••• Aiwa:ncJeraa in MO yields:Woad ewe w^poeau....... aywkr et Tees Cuy bases 111111111:1=1111:1111111 II Fond du Lac FormationAI — a- __ q el and older sedimentary rocky a i.0pp Ltadaeete sal wtueont.4te-p,eey managed.uaaic:mrarnL4ti isle t. AA r.l so ereshale e J t bd e , _ Mrrl etaorpAic to Inai, Ctwb.eo bed and Igneous Rocks 20.000 %bd.a mane.ia.a doe.etik M ut swabs sediments li{flvtwitlrettW/!i t fatilai/irwaaygp !C.!intefaKiiingot �11111111gP BRUCE A LIESCH ASSOCIATES.INC. .?i''' • ; :. '.°n°`°`.an•`'t°1OG67s'r"tn°'wEw r� sctroms CITY OF FRIDLEY (i, • STRATIGRAPHIC COLUMN >X....Imo tons•sm'r.eaooes UN SSut•812:SG 1173 119 B SEWER AND WATER CHAPTER OF THE COMPREHENSIVE PLAN CITY WELL INFORMATION Well Number Aquifer Depth Static Water Level 1 Franconia, Ironton- 925' 80 ' Galesville Mt. Simon-Hinckley 2 Mt. Simon-Hinckley 842 ' 131' 3 Mt. Simon-Hinckley 870' 63 ' 4 Mt. Simon-Hinckley 830 ' 160' 5 Mt. Simon-Hinckley 845' unknown 6 Prairie Du Chien-Jordan 255' 56.5' 7 Prairie Du Chien-Jordan 262 ' 65 ' 8 Prairie Du Chien-Jordan 265' 70 ' 9 Prairie Du Chien-Jordan 255 ' unknown 10 Glacial Drift 199 ' 38 ' 11 Prairie Du Chien-Jordan 669 ' unknown 12 Prairie Du Chien-Jordan 293 ' 53 . 5' 13 Prairie Du Chien-Jordan 332 ' 26' , C ice%' 1• Li ` - Tilpitiii_d Iv, Elij tilip 1 ri,....,‹ ,., k\i _ . 6,N, _ Ir_. 74' In- ,\......7:-.,:_,. T-1 t_ , -7. fr..; . L ( - ?, 0_gi I '>.!,: . at-- '*li_ ,., ..) _.,,, 'N 111‘ ..-., 17.-.-'2Z.40•4:ver• p\jirdlla kW'pi imaiiiiiifr, _ - ; -,,-,, Atijk -1. rAitilt----7-$ --, 1 . _ -1 -- sog.....w.121•01,..1 a r V=P11111111 MI ill I I' Sm. I ...iiimi 01111Tel fill= -__- r ,..--..,.. ,,,...,_ ,-....._ -_,_i_, 1 _ zit- . lop, 1 in r -Ji%' y5 ._,:au 0 ''' 4Wiiil ,., 1111 .'—ii _ 1 Qi}� � A711.111,___, \ ._ : ,cam u f I■ �� • i'. - ,-.-- ::. ' - 111070-..'" '"4-!. 140`... --1-1-4:11IJK, r ; !I 1 _ Li. ,,, _ r / - - 1"li r' ''. '• \ 1 . ,.- ' f, ,.sir ^1 \ 11 WATER SUPPLY �1� SYSTEM \ FIN`� E. FILTRATION PLANT """"•••""• p Rif f RESERVOIR ' ' • WELL WATERMAIN ./ C10••OR GREATER) DL A ' , FIG. 6-1 )Nam,tt.. 1 CITY OF FRIDLEY �� PLANNING 6-9 ii C ii LI iiii-:.,-, 00 d a) CO CO .- T to co (D c0 co co T co N X CO f- O cotO T t . N (D CO 0) CD CD N N r- %c U I T O O O c0 O T M r. Nt T ' co co 0 co co T O .- coT tO T M O t- (0 CV t- (0 W ^`f Ni- tO CO O 'Or t` to CO (D (D CO to Z :3;5 T T T r- N st M N N T T T CO• ... . ill . ... . ... ... ..... .. ...„.„..... . ... ... ........ ::::::::::::: t- N M O ,t. tO OD O O tO h N O) M a N M tO %:8 a) O Nt' co CO 'ct co T O N- to to co NI. Ili uj 1-- v' nn O T N CD T N T CO O CI) T 0 CI) 0 0) (3 (D CV 1- CO N d' CO O N (D O O N- O O C) (0 O (n to co M N7 t7 O N T CO tO (D M N N Z T T .-- M COCON N 1- T T to r :*:::::::::::: ......:?:::::.:::::, < :::::::,:::,:::: .:..:, 0 0 N ato N. T O co t- a) O d O co N co a) N' c0 = to L co O O d T O co M O O O T T M cmM I- O 0 a) CD (D CO I"- CO Cr) tO (D 1- T T O a) O t O N i<:i } I T to N N N N T M OO O O O M O cD co •- ^ O O (O -t to CO O Z N CO O) 0) N N N "t U N N Z coF- W 1e1� W i- O v0) O to o0) CO' IO CO CO N G3 it Q } CO= W I"' O O coO N (0 C7) N M Q) tO P st t0 it?. to 4, J Z_ T O cD N O tO (` t� M T O c0 M T tO :::::`; W 0 N co at co (� O T lO si to tO N _y;.: CO N N T T T T O J — coM N a O LL LL I LL co v N N (D 0 to co O co CO a) cmcq to �' to 0) I- O O 1[1 O O .- N ON COMNMO ' ' T ,� (J) O T O T co_ N r- to T 03 'Cf to t CO 'tf co a- N WT T N O O (0 M c0 lO to cO co M (j) N N CO N} Nt O tO tO CO CO •ct M 0) O } U f.,_ N N N T T T T O r. --IT I/1 U- CC W >Q co tO CO T to N O ('7 N t- CO O O N 0 tO = (D > CO O Cr) •- T tO co CO CO I,- N CO M M 0) r- I" N- CA (D 0) (0 CO •t 0) N O M O (D (D to to CV ((I J T to tt h (D tO (D O cD h N M co T O = O O O O N 't O M N- tt CO co wwT nj } T T T T N N T 1- T T T J Z O N co T 0) h M to l0 to T CO 0) a) N s « `:``'`i co sr co N to Co I CD (O CC) to O h Cr) CI « « W'::::`:::: O CO t- M_ to N T �' (D T M N_ to N_ N. « « ) "''' '- T O t() N OO O Cr; cO (D O cD V N Ni Q:':.:.:.`; • T O T N N T M N N T O T NJ ;: ill N N N T T T .- N :..:]:: T Q::::'::::::: ':;::: H I 0` _ LL } W � � W W Z> 0 } Cr MCCWW Wu) ?- I- Q : = acQ I— gWmCCl } u) 00000U' pc I— ::;;;; � cc QDi a) LU 0322 J _jQ OZOZO Q.:: : LI_I ZQ DCrU =� W } DE- OW W CrQCr JYQY2I— 0 : m 2 } Q w a CL Q D > D w U O w w p > Q w w w •w Q : €: z -) IL2Q -» Q0) OZO >- F- QOn. 0aa. IL « >: i III Iii3-2 TABLE 3 , E O 03 Jo 0 i /, 2 co 0 co p ��nn _ N V J - r` Q T _ z ' - - 1 o Q o Q / o o I W v a a `n W CC r W 1 CI 0 - - t— m co tQ f..C CC Cn Wp co U / ' - < >-- 1 ti -- - W Q W J o rn � < J . p W W LL. C) 0 c.. �• . �►' 0) Oc IL WCO a `o - co - T' (L v CC U z -- - 0 Q 0 F— CO 1- 1 co N co 0 ' EL - E co CV CO CO T_ _J M i. w I 1 1 i O 0 0 0 0 0 O r 0 0 0 0 0 0 O O O O O O O 1 O lf) O tO) CO N N T T j i FIGURE 6 • SEWER ONLY Account Number Address 1-002-4717-2-0 , 47-17 2 1/2 Strcct 4 1-005-0051-1-0 1413°1 ' -- 51 37th Ave NE 1-120-6230-2-0 62-30-Sunrise Drive L''1"1 ` � `"fib 1-135-3737-0-0 rnliLs k,::1\ , - 3737 East River Road 2-354-0525-4-0 525 66th Avenue NE 2-412-1620-6-0 1620 Gardena Ave-Lane , 2 427 1321 1 0 1321 Hillcrest Drive 2-427-1323-9-0 1323 Hillcrest Drives- (3 3 l 441cv/Ar, -—4 --13-60-3 0 1360 Hill crest Drive., �`3�w . 2-432-6290-0-0 6290 Highway #65 2-447-6342-1-0 6342 Baker Avenue 2-482-0355-4-0' 355 Mississippi Street-(300+) 2-482-0521-3-0 521 Mississippi Street 2 482 09GO 2 0 9G-9 M s3iasippi Street 2-482-1150-9-0 1150 Mississippi Street 2-482-1210-7-0 1210 Mississippi Street 2-482-1645-2-0 1G45 Mississippi Street 2 502 6535 0 0 6535 Oakley Strcct 2-502-6547-6-0 6547 Oakley Street 2-517-6423-8-0 6423 Pierce Street 2-517-6435-4-0 6435 Pierce Street 2-537y1437-4 0-��a g M o ' 43�7 3St se Bc� Leva Pr�'�� wr1 tv4„)u).J ate 2-537-5830-3-0 5830 Stinson Boulevard Sewer Only-Continued 3-654-7981-1-0 7981 Broad Street 3-675-1240-6-0 1240 73-rd Avenue 3-684-7340-1-0 7340 Central Avenue-(6900+) 3-692-0514-6-0 514 Dover Street-Way 3-692-0524-4-0 524 Dover Street-Way 3 696-0111-9-0 111 83rd AVCRIAc NE 'fl A`1" 4.6 ‘01 "- C A 3-697-7-2-34-& g 7-234. EastRiver—Road-(6700+) eiNu1A 3-697-7627-0-0 7627 East River Road 3-712-0151-0-0 151 Glen Creek Road 3-722-6810-8-0 6810 Hickory Circle-Place-Drive 3-723-7400-1-0 7400 Highway #65 3-732-0670-8-0 670 Hugo Street 3-737-0381-3-0 381 Ironton Street 3-758-0211-3-0 211 Logan Parkway 3-758-0219-5-0 219 Logan Parkway 3-758-0323n8-0 323 Logan Parkway 3-759-0430-7-0 430 Longfellow Street 3-781-0120-4-0 �— 120 Talmadge Way-Lane 3-795-1710-2-0 1'�-D-leasant_View-Dr3ue- 73-25---Pleasant--View- Drive-- ) 3-795-7365-7-0------.-_..___--------------__.-_._._--.-------7365 -Pleasant View Drive- 3- 795 7375 5-0 ------.____._...___.._ _.__. 7375 Pleasant- View Drive- j 3-795 738r3-{3--- - 7385 Pleasant View-Drive- ;' 711"v&. "` 3 795 7415 7 0 ---7-4-15-_.Pleasant View -Drive- 3-795 7425-5-0 --7-42S--P-1-easant View--Dr-jve- wR sant--View_Drive- 3-795-7457-6-0 7457-�3easan V- ew-D 3-79-5-7581-5-0 ----_.a58-1--Pl-easant-View-Br3-ve- K � '�' C� Community Development Department i PLANNING DIVISION City of Fridley DATE: May 2, 1991 TO: Planning Commission Members FROM: Barbara Dacy, Community Development Director Michele McPherson, Planning Assistant SUBJECT: Outline of Sewer Portion of the Water and Sewer Chapter of the Comprehensive Plan Attached please find a detailed outline of the Sewer portion of the Water and Sewer Chapter of the Comprehensive Plan. Due to a lack of a comprehensive source of information regarding the sanitary sewer system of the City, more research work needs to be completed prior to the commission reviewing a preliminary draft of the Sewer portion of the Sewer and Water Chapter. We have, however, provided you with an outline of the items we are hoping to include in the chapter and have provided you with some preliminary information regarding water only accounts, the current ordinance, and annual sewage flows for the City. Staff recommends that the commission review the attached outline and determine if there are further items that the commission would like to see included in this portion of the Sewer and Water chapter. MM/dn M-81-318 OUTLINE - WATER AND SEWER CHAPTER (preliminary) COMPREHENSIVE PLAN SEWER I. Introduction -last sewer system study was completed in 1978 II. System a. City 1. lines 2 . lift stations 3 . daily flow 4 . future demand b. MWCC interceptors -the City is served by two service areas -see attached "A" for annual sewage flows from 1980- 1988; information should be gathered regarding the change between service area flows 1. capacity 2 . flows 3 . costs c. Existing versus proposed flow projections III. Infiltration/Inflow -study was completed in 1982 a. regional policy b. City methods to reduce I/I IV. Septic Systems a. location of properties not connected to sewer -see attached "B" ; list of "water only" accounts b. description of policy/ordinance on hookup to sewer -see attached ordinance V. Goals and Objectives A SEWER AND WATER CHAPTER OF THE COMPREHENSIVE PLAN ANNUAL SEWAGE FLOWS Total Gallons Service Area 1 Service Area 2 (millions) 1980 1,220 768 452 1981 1,266 N/A N/A 1982 1,177 N/A N/A 1983 1,233 557 676 1984 1,314 592 722 1985 1,360 477 833 1986 1,397 N/A N/A 1987 1,373 608 765 1988 1,403 566 837 1989 1, 364 413 951 1990 * 1,445 575 870 1991 * 1,455 470 985 * Estimates B WATER ONLY ACCOUNTS ACCOUNT NUMBER ADDRESS SC 5Io1 ,� cri 1-072 5103 G 0 5103 INDUSTRIAL BLVD 1-102-6470-3-0 6470 RIVERVIEW TERRACE 1-135-6000-3-0 6000 EAST RIVER ROAD 2-332-5411 7 0 5411 5TII STREET C`"rL4 2-388-6525-1-0 6525 CENTRAL AVENUE 2-388-6851-5-0 6851 CENTRAL AVENUE 2-463-5801-6-0 5801 JEFFERSON :STREET '" "'''`Jrk" 2-482-1282-0-0 1282 MISSISSIPPI STREET 2-532-0567-8-0 567 RICE CREEK TERRACE 2-536-1385-2-0 1385 SKYWOOD COURT—DRIVE 2-557-6069-8-0 6069 WOODY LANE 3-681-0039-5-0 39 77TH WAY 3-723-7570-5-0 7-57-0 HIGHWAY 65 3 772 0315 -0 0 315 OSBORNE ROAD Pfiti� 3 772 0 317 8 0 317 03DORNE ROAD 3-772-0319-6-0 3 3-784-6850-4-0 6850 SIVERTS LANE 3-785 7609-5 0 7G09 UNIVERSITY AVENUE- tro SE ( "'a1I �'� 207.04. 207. INSTALLATION OF WATER AND SEWER (Ref. 103, 216, 353) 207.01. INSIDE MEET REQUIRED INSIDE TOILET The owner of every residence or business building abutting upon any REQUIRED street or alley in which the City of Fridley sewer mains are maintained shall have a flush toilet in the building. If such toilet is connected to an approved and well—functioning septic tank and cesspool system on the 13th day of June, 1956, it may remain so connected as long as said system continues to function properly. When such system ceases to function properly, it must immediately be repaired or the building waste lines must immediately be connected to the municipal sanitary sewer system. 207.02. POLICY POLICY .;The City shall eliminate hazards to safety and health arising from .. defective sewage systems; and for such purposes shall extend its municipal or public sewers to all lands of the City as soon as is reasonable for the City to do- so. 207.03. NUISANCE NUISANCE Hereafter, whenever and wherever any such private septic tank, cesspool or other type of private sewage system is damaged or defective and as a result thereof operates improperly, then except as is further provided herein, connection shall be made to a public sewer where such public sewer is available for use. Use of a defective system, or one in need of repair to eliminate a hazard to safety or health is deemed maintenance of a nuisance and is prohibited; and such nuisance may be abated according to law. 207.04. HEAD REGULATIONS ADOPTED HEAD ct to the repairRDC JLATIONS With resp ect of any private sewage system or the ADOPTED correction of any defect herein, such system, when corrected and with the defect therein removed, is sufficient for continual use in service to the buildings and the lands with which it is connected and is in accord with and meets the requirements of the standards recommended therefore by the Minnesota Department of Health as noted in the 1959 edition of the Minnesota Individual Sewage Disposal System Code of Minimum Standards (as amended to date hereof) . Such system, when corrected and the defect removed, may and shall be . permitted to continue in use and operation. But should the system, regardless of repair or connection, fail to meet the standards prescribed in such code, then connection shall instead be made to a public sewer where such sewer is within reasonable distance of the buildings and lands to be served and is capable of such use. The 1959 edition of the Minnesota Individual Sewage Disposal System Code of Minimum Standards as recommended by the Minnesota Department of Health is hereby adopted by reference and shall be in full force and effect in the City of Fridley as if set out here in full. 207-1 207.09. 207.05. ORDER REPAIR ORDER Whenever any private sewage system is corrected and the defect removed, but still does not meet the standards prescribed in this Code and there is no public sewer within a reasonable distance of the buildings and lands to be served and capable of such use, then the City shall order such repairs and corrections as shall eliminate the hazards to safety and health arising therefrom. 207.06. HEARING HEARING In any case where an owner deems himself or herself aggrieved by an order of the Health Officer of the City or other representative of the City with respect to a private sewage disposal system and its continued use, the owner is entitled, upon giving notice and demand, _ -to a hearing before the Council with respect thereto and before the order shall become final. Such notice and demand shall be made promptly and in no case later than five (5) days after receipt of any order from the City. 207.07. PRIVATE SYSTEM SERVICED PRIVATE SYSTEM All repairs and corrections effected and madwith respect toSE any RVICED private sewage system shall be made promptly, system to proper operation and to eliminate any hazard to safety or health arising from improper operation or defect therein. Upon connection of any buildings and lands to a public sewer, any private system previously in use with respect to such buildings or lands shall be secured in such manner as shall eliminate any hazard to safety and health as may arise from its continued existence. 207.08. STUBBED IN WATER AND SEWER LINES STUBBED IN WATER AND For all new construction, where services for public sewer and water SORER LINES are not available at the time of construction, lines for future water and sewer construction shall be installed and stubbed within the property line at a place designated by the City Manager or City Manager's designee. 207.09. FLUSH TOILET FLUSH TOILET The owner of every residence or business building not having a flush toilet in the building on the 13th of June, 1956, shall install such toilet and connect it to the municipal sanitary system within thirty (30) days. Wherever the owner of any building fails to comply with this Section, the City Manager shall serve a written notice upon such saner or occupant directing that person to install such toilet and connect it to the municipal sewer system. • 207-2 207.13. 207.10. INSTALLATION BY CITY TNSTALLATICN { Wherever the notice provided for in Section 207.09 is not complied BY CITY with, the Council may, ty resolution, direct the installation of a toilet and connection with a sewer system. The cost of the installation shall be paid intially fran the General Fund and then assessed by the Council against the property benefited. If the assessment is not paid to the Treasurer within ten (10) days after the City Clerk has served written notice in the _same manner as provided for notice referred to in said section, the City Clerk shall certify the amount of the assessment to the County Auditor for , collection in the same manner as other special assessments. The Council, by resolution, may provide for payment of the assessment in one (1) annual installment bearing interest at six percent (6%) per annum from the expiration of such ten (10) day period. 207.11. OUTSIDE 4OILET A NULSANCE OUTSIDE When a flush toilet has been installed in any residence or business TOILET A building on any parcel of land, any outside toilet is declared a NUISANCE nuisance and shall be removed by the owner within ten (10) days after installation of the inside toilet. When connection is made to the municipal sewer system, a cesspool or septic tank on such parcel of land is declared a nuisance and shall be filled immediately upon connection being made to the municipal sewer system. 207.12. UNIFORMITY OF INSmulaIQN UNIFORMITY OF ntsmumacu It is deemed in the interest of the public and the residents of the City of Fridley that the requirements for construction and installation of sewage disposal systems and water supply systems be uniform in the City of Fridley and in accordance with practices recommended by the Minnesota Department of Health, Division of Environmental Sanitation, except as may be determined inapplicable or unnecessary to the proper regulation of the same in the City of Fridley. 207.13. STATE RDSULATIONS BY REFERENCE STATE REGULATIONS There is hereby adopted by reference, and shall be in full force and BY REFERENCE effect in the City of Fridley as if set out here in full, the following rules, regulations and recommended practices as set forth in pamphlets published by the State of Minnesota, which rules, regulations and recommended practices shall be considered and construed as codes of the City of Fridley: 1. Rules, regulations and recommended practices for the design, construction and operation of sewage systems for schools, camps, cottages, resorts, hotels and similar establishments and for residences as set forth in pamphlets entitled "Small Sewerage Systems", dated 1957, published by the Minnesota Department of Health, Division of Environmental Sanitation, as amended to date. 2. Rules, regulations and recommended practices on the type, design, construction and location of wells for potable water supply 207-3 207.17. when connections to the municipal water system are not feasible as set forth in pamphlets entitled "Manual of Water Supply Sanitation", Section 11, dated 1956, Section V, dated 1956, and Section VII, • dated 1957, all as published by the Minnesota Department of Health, Division of Environmental Sanitation, as amended to date. 207.14. rrrti FEES Every person, before proceeding with the installation or construction, improvement, enlargement or alteration of a sewerage disposal facility or water supply facility, shall make application to the City Manager or the City Manager's designee for a permit for that purpose and shall pay to the City of Fridley at the time of such application a permit fee and a coon atioon charge. The connection charge shall be determined by City timee to time and be established by resolution of the City Council. permit fee shall be as provided in Chapter 11 of this Code. (Ref. 353) 207.15. ENFORCEMENT ENFORCEMENT It shall be the duty of such.administrative personnel as designated by the City Manager to ensure compliance with the provisions of this . Chapter. 207.16. INSPECTION INSPECTION Any, and all work, construction, alteration, repair, addition to, remodeling, moving, use, maintenance and occupancy of any building and the work and installation of any utility and appliance thereof and in use therewith to which the codes herein referred to apply shall be done and performed strictly in accordance with this Code. If, after inspection, any of the same are found not to be in accord with this Code, then the same shall be corrected upon notice from any duly authorized representative of the City of Fridley authorized to give such notice. If, after such written notice to any person performing any work which requires correction thereof, such person neglects or refuses to correct such work and fails to make the same conform to this and to the order of the duly authorized representative of the City, the City by any of its duly authorized representatives may remove such work and charge the cost thereon to the person installing the same. No person shall cover any such work without the same being first duly inspected. 207.17. PENALTIES PENALTIES LTIES Any violation of this Chapter is a misdemeanor and is subject to all penalties provided for such violations under the provisions of Chapter 901 of this Code. 207-4