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HomeMy WebLinkAboutOrdinance Resolution Minutes Impact Area 99-01 May 2, 1999EXHIBIT "E" Resolution No. 4-22-99-3. 3 Water Service Impact Fee Service Area 99-01 April 16, 1999 Service Area 99-01 is an area located within the City of College Station established for the collection of impact fees for the recovery of cost associated with capital improvements necessary to serve new development. Se.rvice Area 99-01 is proposed for the purpose of financing water system improvements necessary for providing municipal water to the area. The boundaries of Service Area 99-01 are reflected in Figure 1, below. Land Use Assumptions Figure 1 Service Area 99-01 "Land use assumptions" as required by Chapter 395 of the Local Government Code , include a description of the service area and projections of chang es in land uses, densities, in tensities, and population in the service area over at least a 10-year period. 15-79 Rev. 7199 • • • t Description of the Service Area Proposed Service Area 99-01 consist of eleven parcels of land totaling approximately 157.62 acres. The Service Area is located along the northeastern side of State Highway 6. Service Area frontage along Highway 6 begins at the most southerly point of the former City of College Station landfill (47.92 ac. Luther G. Jones Estate tract) and extends northwest along Highway 6 to the most northwesterly point of the 70.39 ac. Bert Wheeler's Inc. tract. The depth of the Service Area from the Highway 6 right-of- way varies with the R. Stevenson - T Caruthers League Line being the northeaster boundary of the Service area. The Service Area is predominately vacant at this time. It is estimated that current development within the Service Area is limited to three single family residences, one commercial establishment (nightclub) and various outbuildings and accessory structures. The service area currently lacks water and sewer services necessary for urban development. Current Land Use in the Service Area Current land use in the proposed Service Area is estimated in Table 1 below. Table 1 Current Land Use Service Area 99-01 Category Single Family Residential Commercial VacanUOpe n Current Land Use Service Area 99-01 Total Area Basis For Land Use Assumptions Acres Est. Population 13.25 12 2.12 0 142.25 0 157.62 Projections of changes in land uses, densities, intensities, and population in the Service Area are made as Land Use Assumptions. These Land Use Assumptions are based on the Land Use Plan included in the College Station Comprehensive Plan adopted August. 1997. Land uses projected in this plan include medium density single family residential, commercial, office and floodplains. The area along the opposite side of Highway 6 from Service Area 99-01 is currently experiencing a high rate of growth. The existing Shennandoah subdivision is 15-80 Rev. 7199 / expanding. A new subdivision, Alexandria, is proposed. The Springbrook-Cypress Meadow development has been substantially built out. Commercial development has occurred along the highway frontage road. Service Area 99-01 has a similar potential for development but is impacted by two major constraints. Constraint #1 . Water-Water for development is available at the northern and southern extremes of the service area. There are no municipal water facilities or services available to the majority of the service area. Constraint #2. Wastewater-There is limited sewer service within the service area. A force main is located at the northern end of the Service Area. Most of the service area drains away from that main. There are no other municipal wastewater facilities within the service area. The proposed water improvements within the Service Area will address one of these constraints. Lack of wastewater facilities will remain as a development constraint within the service area. Commercial development along the frontage road can be served by extending existing facilities located south of the Service Area. Substantial residential development within the Service Area will require extension of a major wastewater interceptor or trunk line from the Greens Prairie Rd. area along Spring Creek to and through the Service Area. This facility is included in the City's long term wastewater capital plans but will not be available for several years. The following assumptions are used in projecting land uses for the ten year period: 1. The 47.92 ac former landfill site will remain as open space -floodplain duri ng the ten year period. 2. Lack of wastewater facilities will limit residential growth for the initial part of the ten year period. 3. Existing residential and commercial uses will remain, limiting growth potential for the tracts they occupy. 4. Residential growth, when waste water services are available, will be similar to growth along the southwestern side of Highway 6 in type and density. Table 2 reflects the projected land uses population for the ten year planning period. Population from new development at the end of the period is projected to be 400. 15-81 Rev. 7/99 Land Use Category Single Family Med Density Commercial VacanUOpe n Rev. 7199 Table 2 Land Use Assumptions Service Area 99-01 Total Projected New LU/LUE for 1 O Year Period Area (ac) LU LUE 87.37 139 16.73 47.92 15-82 0 0 Total LU/LUE 0 183 117 0 117 0 ' -, Summary Capital Improvement Plan Domestic Water Service Impact Fee Area 99-01 Harley Subdivision February 1999 In order to serve proposed development along the east frontage road of State Highway 6 between Rock Prairie Road and Baron Road, a water line extension is required to be constructed. This program is a result of requests for assistance from developers of a proposed commercial site known as lot one, block one, Harley Subdivision. Existing Facilities At the north end of the proposed service area, there is a 16 inch water line that crosses under State Highway 6 near the extension of Graham Road. At present this line turns north as an 18 inch line to serve the Woodcreek Subdivision. At the south end of the proposed service area, there is an 18 inch water line that crosses under State Highway 6 near the site of Fire Station Number 2. At present this line turns south to feed the new Methodist Church as well as the Desert Hills Facility. Along the eastern frontage road near the middle of the proposed service area, there is an existing 2 inch line that presently serves the Silk Stocking establishment. Because this line cannot provide any real level of fire protection, it is not capable of supplying any new development in the area. Figure 2 shows these existing facilities in relation to the proposed service area. 15-83 Rev. 7199 Figure 2 Existing and Proposed Facilities Proposed Facilities This program proposes that an 18 inch water line be constructed along the eastern frontage road of State Highway 6 to connect the two existing crossings near Graham This connection would be constructed in one phase, because a temporary termination of a line of this size would create too many maintenance problems due to the drastically \ _Jpcreased potential of stagnant and/or muddy water. Road and near Fire Station 2 .. This construction will provide adequate service to the entire service area up through build out as shown in Table 2. Figure 2 shows the proposed facilities in relation to the proposed service area. 15-84 Rev. 7199 Projected Costs The distance between the connection points is approximately 4800 lineal feet, which would relate to an estimated construction cost of $312,000.00. This cost would include the necessary valving, and street fire hydrants, but would not guarantee fire protection coverage for any particular proposed development. Using an estimated design fee of 10%, and a 5% contingency, the project budget would be $358,800.00 Because the sizing of this line is based on the City's Water Distribution Master Plan and not on the specific demands of the service area, a different basis of fee determination is required . The line size required to supply the needs solely of the projected new development within the proposed service area would be 8 inches in diameter. This is based on the provision of fire flows to any point in the area under the assumption of flow from both the north and south ends of the proposed connection. The estimated construction cost of 4800 lineal feet of 8 inch line would be $144,000.00. Using an estimated design fee of 10%, and a 5% contingency, the budget for use in fee calculation is $165,600.00. It is this estimate, $165,600.00 that should be used for fee calculation purposes with the rest of the project cost being paid for from water distribution funds in a similar fashion to oversize participation. 15-85 Rev. 7199 Living Unit Equivalents Estimated development in the area includes 3 residences and one business. Municipal water service in the area includes one residential and one commercial account. Living Unit Equivalents are used to measure water service consumption for new and existing development in the Service Area. A Living Unit is defined as a single family residence without regard to the number of bedrooms. Water meter size is used to determine Living Unit Equivalents. The existing living unit equivalents for water service in the service area are given below in Table 3. The living unit equivalents for assessing impact fees for new development are given in Table 4. Table 3 Existing Land Use Equivalents Land Use Low Density Residential Commercial Vacant *2.12 ac@ 7 LUE/ac Rev. 7199 Acres 3 2.12 15-86 LU 0 0 0 LUE 15* 0 Residential Table 4 Living Unit Equivalents LUE Dwelling Unit 1.00 (Single family residence, each duplex, triplex and fourplex lining unit) Multifamily Unit, one and two bedroom 0.75 Multifamily Unit, three or more bedrooms 1.0 Mobile Horne Space Nonresidential (Meter Size) 5/8 inch simple 3/4 inch simple 1 inch simple 1 1/2 inch simple 2 inch simple 2 inch compound 2 inch turbine 3 inch compound 3 inch turbine 4 inch compound 4 inch turbine 6 inch compound 8 inch compound 6 inch turbine 10 inch compound 8 inch turbine 10 inch turbine 12 inch tu rbine Rev. 7/99 0.75 LUE 1.0 1.5 2.5 5.0 8.0 8.0 10.0 16.0 24.0 25.0 42.0 50.0 80.0 92.0 115.0 160.0 250.0 330.0 15-87 Impact Fee The maximum impact fee per service unit is calculated by dividing the costs of the part of the capital improvements necessitated by and attributable to projected new service by the projected new service units in the Land Use Assumptions. The total project cost is projected to be $312,000.00. However, the portion of the cost attributable to new development within the ten year period is $165,600.00. The number of projected new living unit equivalents for the period is 300. The maximum impact fee is $550.00 per living unit equivalent. J /~11 15-88 Rev. 7199 ' . Service Area 99-01 Description Part 1. Impact Fee Service Area 99-01, a 157 .62 acre area along the northeastern right-of-way of State Highway No. 6, is more specifically described as follows: Beginning at a point along the northeast right-of-way line of State Highway 6, said point also being the most southwestern corner of the 47.92 ac. Luther G. Jones Estate tract; Then along the right of way of State Highway 6 in a northwesterly direction to the most northwesterly corner of the 70.39 acre Bert Wheeler's Inc. tract to a point for a corner; Then east along the northwestern property lines of the 70.39 acre Bert Wheeler's Inc. tract, the 5 acre Cornerstone Freewill Baptist tract, the 6.79 acre John H. Thorton tract and the 5.6 acre David P. and Carla J Barker tract to a point for a corner; Then southeast along the northern line of the R. Stevenson League to the most southeastern corner of the 47.92 acre Luther G. Jones Estate tract; Then west along the southeastern boundary line of the 47.92 acre Luther G. Jones Estate tract to the point of beginning, containing 157 .62 acres, more or less. Part 2. All tracts and parcels of land included within the 157.62 acre, more or less, Impact Fee Service !<1 ea 99 01 a1 e li:3ted belo oo. Current or Former Owner David P. & Carla J. Barker John H. Thorton Cornerstone Freewill Baptist Bert Wheeler's Inc. Bert Wheeler's Inc. Blue Dolphin Club Inc. Edward E. Dopslauf Steven Vaughan Thomas R. Barker Barker's Heating and Cooling Luther G. Jones Est. Rev. 7/99 BCAD Tr. No. R1 3879 R1 3876 R1 3882 R1 3877 R1 3865 R1 3914 R9 9735 R1 3915 R1 3916 R1 3813 R1 3867 15-89 Area (Ac.) 5.6 6.79 5.0 70.39 5.19 2.12 0.86 6.32 4.95 2.453 47.92 ' ' RESOLUTION NO. 4 -22-99 -3. 3 A RESOLUTION SETTING A PUBLIC HEARING ON CONSOLl~DTED ~ ASSUM TIONS AND CAPITAL IMPROVEMENTS PLAN FOR IMP FEES FOR SERVIC REA 99-01 WITHIN THE CITY OF COLLEGE STATIO , EXAS. WHEREAS, o ebruary 11, 1999 the College Station City ouncil adopted a resolution establl ing a public hearing date to conside and use assumptions within the designated serv sarea that will be used to de op the capital improvements plan; and, WHEREAS, Section 395.05 ~(a) of th exas Local Government Code provides that a political subdivision may consollcti31 the land use assumptions and the capital improvements plan, and ad~bt~imultaneously; and, WHEREAS, a public f)earin'g was heli'bx_ the College Station City Council on April 22, 1999, to consider rid receive comments 6-t\ Land Use Assumptions, Capital Improvements an and Impact Fees for Servi~Area 99-01; NOW, EREFORE, BE IT RESOLVED BY TH ITY COUNCIL OF THE CITY OF CO EGE STATION, TEXAS, that the Land se Assumptions and Capital provements Plan and Impact Fees for Service Area 99-01, as described in Exhibit E, are hereby adopted. PASSED and APPROVED this 22nd day of April, 1999. Approved: Connie Hooks, City Secretary APPROVED: Harvey Cargill, Jr., City Attorney 15-78 Rev. 7199 . . .... ORDINANCE NO. 2385 AN ORDINANCE AMENDING CHAPTER 15, "IMPACT FEES•, OF THE CODE OF ORDINANCES OF THE CITY OF COLLEGE STATION. TEXAS, BY AMENDING CERTAIN SECTIONS AS SET OUT BELOW; PROVIDING A SEVERABILITY CLAUSE; AND DECLARING A PENAL TY. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: PART2: PART3: That Chapter 15, "Impact Fees•. of the Code of Ordinances of the City of College Station, Texas, be amended as set out in Exhibit •N, attached hereto and made a part of this ordinance for all purposes. That if any provisions of an section of this ordinances shall be held to be void or unconstitutional, such holding shall in no way effect the validity of the remaining provisions or sections of this ordinance, which shall remain in full force and effect. That any person, firm, or corporation violating any of the provisions of this chapter shall be deemed guilty of a misdemeanor, and upon convictions thereof shall be punishable by a fine of not less than Twenty-five Dollars ($25.00) nor more than Two Thousand Dollars ($2,000.00). Each day such violation shall continue or be permitted to continue, shall be deemed a separate offense. Said ordinance, being a penal ordinance, becomes effective ten (ten) days after its date of passage by the City Council, as provided by section 35 of the Charter of the City of College Station. PASSED. ADOPTED and APPROVED this 22nd. day of April I 1999 ATTEST: CONNIE HOOKS, City Secretary HARVEY CARGILL, JR., City Attorney EXHIBIT "A" That Chapter 15, Section Ill, is hereby amended to read as follows: SECTION Ill: WATER FACILITIES FEES WATER SERVICE AREA (1) (2) There is hereb:t established a water benefit area, constituting the Service Area as depicted on Exhibit E, attached hereto and incorporated herein by reference. The boundaries of the water benefit area may be amended from time to time, and new water benefit areas may be delineated, pursuant to the procedures in Section I, Subsection Q. B. WATER IMPROVEMENTS PLAN (1) (2) The Water Improvements Plan for the Service Area is hereby adopted as Exhibit E, attached hereto and incorporated by reference herein. The Water Improvements Plan may be amended from time to time, pursuant to the procedures in Section I, Subsection Q. C. WATER FACILITIES FEES (1) (2) (3) The maximum impact fees _per service unit for water facilities are hereb:t adopted and incorporated in Exhibit E attached hereto and made a part hereof by reference. The impact fees per service unit for water facilities, which are to be paid by each new development, are hereby adopted and incorporated in Exhibit E attached hereto and made a part hereof by reference. The impact fees per service unit for water facilities may be amended from time to time, pursuant to the procedures in Section I, Subsection Q. EXHIBIT "E" Resolution No. 4-22-99-3. 3 Water Service Impact Fee Service Area 99-01 April 16, 1999 Service Area 99-01 is an area located within the City of College Station established for the collection of impact fees for the recovery of cost associated with capital improvements necessary to serve new development. Service Area 99-01 is proposed for the purpose of financing water system improvements necessary for providing municipal water to the area. The boundaries of Service Area 99-01 are reflected in Figure 1, below. Land Use Assumptions Figure 1 Service Area 99-01 "Land use assumptions" as required by Chapter 395 of the Local Government Code, include a description of the service area and projections of changes in land uses, densities, intensities, and population in the service area over at least a 10-year period. Description of the Service Area Proposed Service Area 99-01 consist of eleven parcels of land totaling approximately 157.62 acres. The Service Area is located along the northeastern side of State Highway 6 . Service Area frontage along Highway 6 begins at the most southerly point of the former City of College Station landfill (47.92 ac. Luther G. Jones Estate tract) and extends northwest along Highway 6 to the most northwesterly point of the 70.39 ac. Bert Wheeler's Inc. tract. The depth of the Service Area from the Highway 6 right-of- way varies with the R. Stevenson -T Caruthers League Line being the northeaster boundary of the Service area. The Service Area is predominately vacant at this time. It is estimated that current development within the Service Area is limited to three single family residences, one commercial establishment (nightclub) and various outbuildings and accessory structures. The service area currently lacks water and sewer services necessary for urban development. Current Land Use in the Service Area Current land use in the proposed Service Area is estimated in Table 1 below. Table 1 Current Land Use Service Area 99-01 Category Single Family Residential Commercial VacanUOpe n Current Land Use Service Area 99-01 Total Area Basis For Land Use Assumptions Acres Est. Population 13.25 12 2.12 0 142.25 0 157.62 Projections of changes in land uses, densities, Intensities, and population in the Service Area are made as Land Use Assumptions. These Land Use Assumptions are based on the Land Use Plan included in the College Station Comprehensive Plan adopted August, 1997. Land uses projected in this plan include medium density single family residential, commercial, office and floodplains. The area along the opposite side of Highway 6 from Service Area 99-01 is currently experiencing a high rate of growth. The existing Shennandoah subdivision is expanding. A new subdivision, Alexandria, is proposed . The Springbrook-Cypress Meadow development has been substantially built out. Commercial development has occurred along the highway frontage road. Service Area 99-01 has a similar potential for development but is impacted by two major constraints. Constraint #1. Water-Water for development is available at the northern and southern extremes of the service area. There are no municipal water facilities or services available to the majority of the service area. Constraint #2. Wastewater-There is limited sewer service within the service area. A force main is located at the northern end of the Service Area. Most of the service area drains away from that main. There are no other municipal wastewater facilities within the service area. The proposed water improvements within the Service Area will address one of these constraints. Lack of wastewater facilities will remain as a development constraint within the service area. Commercial development along the frontage road can be served by extending existing facilities located south of the Service Area. Substantial residential development within the Service Area will require extension of a major wastewater interceptor or trunk line from the Greens Prairie Rd. area along Spring Creek to and through the Service Area. This facility is included in the City's long term wastewater capital plans but will not be available for several years. The following assumptions are used in projecting land uses for the ten year period: 1. The 47.92 ac former landfill site will remain as open space -floodplain during the ten year period. 2. Lack of wastewater facilities will limit residential growth for the initial part of the ten year period. 3. Existing residential and commercial uses will remain, limiting growth potential for the tracts they occupy. 4. Residential growth, when waste water services are available, will be similar to growth along the southwestern side of Highway 6 in type and density. Table 2 reflects the projected land uses population for the ten year planning period. Population from new development at the end of the period is projected to be 400. Land Use Category Single Family Med Density Commercial Vacant/Ope n Table 2 Land Use Assumptions Service Area 99-01 Total Projected New LU/LUE for 10 Year Period Area (ac) LU LUE Total LU/LUE 87.37 139 0 183 16.73 47.92 0 0 117 0 117 0 Summary Capital Improvement Plan Domestic Water Service Impact Fee Area 99-01 Harley Subdivision February 1999 In order to serve proposed development along the east frontage road of State Highway 6 between Rock Prairie Road and Baron Road, a water line extension is required to be constructed. This program is a result of requests for assistance from developers of a proposed commercial site known as lot one, block one, Harley Subdivision. Existing Facilities At the north end of the proposed service area, there is a 16 inch water line that crosses under State Highway 6 near the extension of Graham Road. At present this line turns north as an 18 inch line to serve the Woodcreek Subdivision. At the south end of the proposed service area, there is an 18 inch water line that crosses under State Highway 6 near the site of Fire Station Number 2. At present this line turns south to feed the new Methodist Church as well as the Desert Hills Facility. Along the eastern frontage road near the middle of the proposed service area, there is an existing 2 inch line that presently serves the Silk Stocking establishment. Because this line cannot provide any real level of fire protection, it is not capable of supplying any new development in the area. Figure 2 shows these existing facilities in relation to the proposed service area. Figure 2 Existing and Proposed Facilities Proposed Facilities This program proposes that an 18 inch water line be constructed along the eastern frontage road of State Highway 6 to connect the two existing crossings near Graham This connection would be constructed in one phase, because a temporary termination of a line of this size would create too many maintenance problems due to the drastically increased potential of stagnant and/or muddy water. Road and near Fire Station 2. This construction will provide adequate service to the entire service area up through build out as shown in Table 2. Figure 2 shows the proposed facilities in relation to the proposed service area. Projected Costs The distance between the connection points is approximately 4800 lineal feet, which would relate to an estimated construction cost of $312,000.00. This cost would include the necessary valving, and street fire hydrants, but would not guarantee fire protection coverage for any particular proposed development. Using an estimated design fee of 10%, and a 5% contingency, the project budget would be $358,800.00 Because the sizing of this line is based on the City's Water Distribution Master Plan and not on the specific demands of the service area, a different basis of fee determination is required. The line size required to supply the needs solely of the projected new development within the proposed service area would be 8 inches in diameter. This is based on the provision of fire flows to any point in the area under the assumption of flow from both the north and south ends of the proposed connection. The estimated construction cost of 4800 lineal feet of 8 inch line would be $144,000.00. Using an estimated design fee of 10%, and a 5% contingency, the budget for use in fee calculation is $165,600.00. It is this estimate, $165,600.00 that should be used for fee calculation purposes with the rest of the project cost being paid for from water distribution funds in a similar fashion to oversize participation. Living Unit Equivalents Estimated development in the area includes 3 residences and one business. Municipal water service in the area includes one residential and one commercial account. Living Unit Equivalents are used to measure water service consumption for new and existing development in the Service Area. A Living Unit is defined as a single family residence without regard to the number of bedrooms. Water meter size is used to determine Living Unit Equivalents. The existing living unit equivalents for water service in the service area are given below in Table 3. The living unit equivalents for assessing impact fees for new development are given in Table 4. Table 3 Existing Land Use Equivalents Land Use Low Density Residential Commercial Vacant *2.12 ac@ 7 LUE/ac Acres 3 2.12 LU LUE 0 0 15• 0 0 Residential Table 4 Living Unit Equivalents LUE Dwelling Unit 1.00 (Single family residence, each duplex, triplex and fourplex lining unit) Multifamily Unit, one and two bedroom 0. 75 Multifamily Unit, three or more bedrooms 1.0 Mobile Home Space 0.75 Nonresidential (Meter Size) LUE 5/8 inch simple 1.0 3/4 inch simple 1.5 1 inch simple 2.5 1 1/2 inch simple 5.0 2 inch simple 8.0 2 inch compound 8.0 2 inch turbine 10.0 3 inch compound 16.0 3 inch turbine 24.0 4 inch compound 25.0 4 inch turbine 42.0 6 inch compound 50.0 8 inch compound 80.0 6 inch turbine 92.0 10 inch compound 115.0 8 inch turbine 160.0 10 inch turbine 250.0 12 inch turbine 330.0 Impact Fee The maximum impact fee per service unit is calculated by dividing the costs of the part of the capital improvements necessitated by and attributable to projected new service by the projected new service units in the Land Use Assumptions. The total project cost is projected to be $312,000.00. However, the portion of the cost attributable to new development within the ten year period is $165,600.00. The number of projected new living unit equivalents for the period is 300. The maximum impact fee is $550.00 per living unit equivalent. Service Area 99-01 Description Part 1. Impact Fee Service Area 99-01, a 157.62 acre area along the northeastern right-of-way of State Highway No. 6, is more specifically described as follows: Beginning at a point along the northeast right-of-way line of State Highway 6, said point also being the most southwestern comer of the 47.92 ac. Luther G. Jones Estate tract; Then along the right of way of State Highway 6 in a northwesterly direction to the most northwesterly comer of the 70.39 acre Bert \'\'heeler's Inc. tract to a point for a comer; Then east along the northwestern property lines of the 70.39 acre Bert \'\'heeler's Inc. tract, the 5 acre Cornerstone Freewill Baptist tract, the 6. 79 acre John H. Thorton tract and the 5.6 acre David P. and Carla J Barker tract to a point for a comer; Then southeast along the northern line of the R. Stevenson League to the most southeastern comer of the 47.92 acre Luther G. Jones Estate tract; Then west along the southeastern boundary line of the 47.92 acre Luther G. Jones Estate tract to the point of beginning, containing 157.62 acres, more or less. Part 2. All tracts and parcels of land included within the 157.62 acre, more or less, Impact Fee Service Area 99 91 arc listed below. Current or Former Owner David P. & Carla J. Barker John H. Thorton Cornerstone Freewill Baptist Bert Wheeler's Inc. Bert Wheeler's Inc. Blue Dolphin Club Inc. Edward E. Dopslauf Steven Vaughan Thomas R. Barker Barker's Heating and Cooling Luther G. Jones Est. SCAD Tr. No. R1 3879 R1 3876 R1 3882 R1 3877 R1 3865 R1 3914 R9 9735 R1 3915 R1 3916 R1 3813 R1 3867 Area (Ac.) 5.6 6.79 5.0 70.39 5.19 2.12 0.86 6.32 4.95 2.453 47.92 ORDINANCE # 2244 AN ORDINANCE AMENDING CHAPTER 15 OF THE CODE OF ORDINANCES, ENTITLED "IMP ACT FEES" OF TIIE CITY OF COLLEGE STATION, TEXAS, BY AMENDING SECTION (I) (2) (a), ASSESSMENT OF IMP ACT FEES, NOW THEREFORE, BE IT ORDAINED BY TIIE CITY COUNCIL OF TIIE CITY OF COLLEGE STATION: I. That CHAPTER 15 of the Code of Ordinances of College Station, SECTION I (2) (a), is hereby amended to read as follows: (a) A development which is submitted for approval pursuant to the City's subdivision regulations following the effective date of this Chapter, assessment shall be at the time of final plat approval for R-1 Single Family Residential, R-lA Single Family Residential, R-2 Duplex Residential, R-3 Townhouse-Rowhouse, R-4 Apartment/Low Density, R-5 Apartment Medium Density, R-6 Apartment High Density and R-7 Mobile Home Park ·and assessment for all other Zoning Districts shall be at the time of issuance of the building permit, and shall be the amount of the maximum impact fee per service unit then in effect, as set forth in Schedule 1, as computed by the procedures set forth in Subsection H(l). The City , in its sole discretion, may provide the subdivider with a copy of Schedule 1 prior to final plat approval, but such shall not constitute assessment within the meaning of this Chapter. II. This ordinance shall become effective and be in full force and effect from and after its passage and. approval by the City Council and duly attested by the Mayor and City Secretary. PASSED, ADOPTED and APPROVED this 22nd . day of May • 1997. APPROVED: ATTEST: ~~ Connie Hooks, City Secretary ORDINANCE NO. 2213 AN ORDINANCE AMENDING CHAPTER 15, SECTION 1-J, OF THE CODE OF ORDINANCES OF THE CITY OF COLLEGE STATION RELATING TO COMPUTATION AND COLLECTION OF IMP ACT FEES. WHEREAS, the City of College Station currently collects impact fees at the time of issuance of a permit to the City's water or sanitary sewer system for water or sanitary sewer facilities; WHEREAS, the City of College Station currently collects impact fees at the time of issuance of a building permit for roadway facilities; WHEREAS, the collection of impact fees in this manner is difficult to track and delays the collection of fees by the City; and '.VHEREAS, the City desires to collect impact fees at the time of final plat recordation where possible; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION: I. That Chapter 15, Impact Fees, Section 1-J, of the Code of Ordinances of the City of College Station, is hereby amended to read as follows: "J. COMPUTATION AND COLLECTION OF IMPACT FEES (1) The impact fees due for the new development shall be collected prior·to or at the time of final plat recordation for roadway facilities, water and sanitary sewer facilities unless an agreement between the developer and the City has been executed providing for a different time of payment." II. This ordinance shall become effective and be in full force and effect from and after its passage and approval by the City Council and duly attested by the Mayor and City Secretary. PASSED, ADOPTED and APPROVED this 10th day of October, 1996. APPROVED: ~'-h\~ LMCILHANEY, Mayor }