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HomeMy WebLinkAboutOrdinance 2241 ORDINANCE NO. 2241 AN ORDINANCE OF THE CITY OF NORTH RICHLAND HILLS, TEXAS APPROVING AND ADOPTING A CAPITAL IMPROVEMENTS PLAN FOR WATER AND WASTEWATER IMPROVEMENTS; PROVIDING FOR AND IMPOSING WATER AND WASTEWATER IMPACT FEES; PROVIDING TIME FOR COLLECTION OF IMPACT FEES; PROVIDING FOR THE ACCOUNTING OF FEES AND INTEREST; PROVIDING FOR REFUNDS; PROVIDING FOR UPDATE; PROVIDING A SEVERABILITY CLAUSE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the Texas Local Government Code, Chapter 395, as amended (the "Code") (formerly Tex. Rev. Civ. Stat. Ann. art. 1269j-4.11, as amended), provides a procedure enabling municipalities to enact impact fees; and WHEREAS, on September 23, 1996, the City Council conducted a public hearing, after compliance with all legal prerequisites, to consider land use assumptions to be used to develop a capital improvements plan pursuant to which water and wastewater impact fees would be imposed; and WHEREAS, on September 23, 1996, after compliance with all legal prerequisites, the City Council approved the land use assumptions; and WHEREAS, on September 22, 1997, the City Council conducted a public hearing, after compliance with all legal prerequisites, to consider adopting a capital improvements plan and imposing water and wastewater impact fees within the designated service area (the "Service Area") shown in Exhibit "A", attached hereto; and WHEREAS, the City Council hereby desires to adopt the updated capital improvements plan for water and wastewater improvements (the "Water and Wastewater Impact Fee Update Report") attached hereto as Exhibit "B" which was considered at the September 22, 1997 public hearing; and WHEREAS, the City Council hereby desires to adopt the capital improvements plans for water and wastewater improvements to the City of Fort Worth Wholesale Systems attached hereto as Exhibit "c" and "0" which was considered at the September 22, 1997 public hearing; and Page 10f7 City of North Rich/and Hills Ordinance No. 2241 WHEREAS, the Water and Wastewater Impact Fee Update Report and Capital Improvements Plans were developed by qualified professionals using generally accepted engineering and planning practices in accordance with Section 395.014 of the Texas Local Government Code; and WHEREAS, the City Council hereby finds and determines that all legal prerequisites have been complied with. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS, TEXAS: SECTION 1. INCLUSIONS That all of the above premises are found to be true and correct and are incorporated into the body of this ordinance as if copied in their entirety. SECTION 2. CAPITAL IMPROVEMENTS PLAN The City Council hereby approves and adopts the Water and Wastewater Impact Fee Update Report and Capital Improvements Plans, copies of which are attached hereto as Exhibit "B", Exhibit "C", and Exhibit "0". Exhibit "B" addresses the portion of the overall North Richland Hills Capital Improvements Plan to be accomplished within the Service Area shown in Exhibit "A". Exhibits "c" and "0" are the Capital Improvements Plans for Water and Wastewater Impact Fees covering the City of Fort Worth's systems which include service to North Richland Hills as a wholesale customer. A copy of the Water and Wastewater Impact Fee Update Report and Capital Improvements Plan which includes Exhibits "B", "C", and "0" shall be maintained at all times in the City Hall. SECTION 3. DEFINITIONS When used in the ordinance, these terms shall be defined as follows: Capital Impact Fee: A charge in addition to water and wastewater connection charges made against the customer or property owner after June 19, 1990 to pay a proportionate share of the total cost of water and wastewater system improvements within the City. Capital Improvements Plan: The Water and Wastewater Impact Fee Study Capital Improvements Plan adopted by the City Council, as may be amended from time to time. Page 20f7 City of North Rich/and Hills Ordinance No. 2241 Capital Pro Rata Fee: A charge in addition to water and wastewater connection charges made against the customer or property owner prior to June 19, 1990 to pay a proportionate share of the total cost of water and wastewater system improvements within the City. City: City of North Richland Hills Director: The Director of Public Works for the City of North Richland Hills, Texas, or his authorized representative. Land Use Assumptions: The land use assumptions adopted by the City Council upon which the capital impact fees are based. SECTION 4. IMPACT FEE SCHEDULE A fee shall be charged against each lot or tract of land and the owner thereof whose water and/or wastewater line shall be connected with any water line and/or wastewater line in the Systems, and fees shall be charged at the following rates based on the water meter size: ~North Richland Hills' System Impact Fees are shown on the attached Schedule"A". ~Fort Worth's System Impact Fees are shown on the attached Schedule "B". From October 1, 1997, the City shall impose and collect impact fees shown on Schedule "A" based upon 25% of each item. Impact fees shown on Schedule "B" shall be imposed and collected at the levels shown on Schedule "C". All impact fees collected based on Schedule "B" will be paid to the City of Fort Worth on a quarterly basis. SECTION 5. INCREASING SIZE OF METER If a customer requests an increase in meter size to an existing service, the customer shall pay the fee difference for water and wastewater between the new level of service and the existing level of service as set out in Section 4 hereof. The additional fee shall be paid prior to the installation of the enlarged meter service. A request for additional sewer connections for developed property shall result in the assessment of an additional Wastewater Impact Fee per Schedule "A" and Schedule "c" at whichever fee levels are in effect at the time of the request. Page 3 of7 City of North Rich/and Hills Ordinance No. 2241 SECTION 6. PAYMENT OF AND ACCOUNTING FOR CAPITAL IMPACT FEE 1. The capital impact fee shall be fully paid in cash prior to the issuance of any building permit for the development and/or when application for water and/or sewer service is submitted to the City. 2. All capital impact fee funds collected shall be deposited in interest bearing accounts clearly identifying the category of capital improvements or facility expansions for which the impact fee was collected. Interest earned on the impact fees deposited is considered funds of the account on which it is earned and is subject to the same restrictions placed on use of impact fees. SECTION 7. REVIEW OF THE CAPITAL IMPROVEMENTS PLAN 1. The Land Use Assumptions and Capital Improvements Plan shall be updated at least every three years with the initial three year period beginning on the day the Capital Improvements Plan was adopted by the City Council. 2. The review, evaluation, and update of the Land Use Assumptions and Capital Improvements Plan shall be done in accordance with Chapter 395, Texas Local Government Code. SECTION 8. USE OF CAPITAL IMPACT FEES 1. Impact fee funds may be spent only for the purposes for which the impact fee was imposed as shown by the Capital Improvements Plan and as authorized by Section 8, paragraph 2. 2. All capital impact fees may be used to pay the cost of constructing capital improvements or facility expansions identified in the Capital Improvement Plan, including: a. construction contract price; b. surveying and engineering fees; c. land acquisition costs, including land purchases, court award and costs, attorney fees, and expert witness fees; and Page 4 of7 City of North Rich/and Hills Ordinance No. 2241 d. fees actually paid or contracted to be paid an independent qualified engineer or financial consultant preparing or updating the Capital Improvements Plan who is not an employee of the City. 3. All capital impact fees may be used for the payment of principal and interest on bonds, notes or other obligations issued by or on behalf of the City to finance to capital improvements or facility expansions identified in the Capital Improvements Plan. SECTION 9. COMPLIANCE WITH OTHER REGULATIONS 1. In addition to the capital impact fees, each property owner shall: a. Construct or provide for the construction of all water and wastewater lines located within, contiguous or adjacent to their property necessary to satisfy the City's minimum specifications and requirements but that are not a part of the Capital Improvements Plan for the City. b. Pay all water and wastewater connection charges in accordance with applicable provisions of the City Code and all other rules and regulations of the City. SECTION 10. REFUNDS 1. On the request of an owner of the property on which an impact fee has been paid, the City shall refund the impact fee if the existing facilities are available and service is denied or the City has, after collecting the fee when service was not available, failed to commence construction within two years or service is not available within a reasonable period considering the type of capital improvement or facility expansion to be construction, but in no event later than five years from the date of payment. 2. On completion of the capital improvements or facility expansion identified in the Capital Improvements Plan, the City shall recalculate the impact fee using the actual costs of the capital improvements or facility expansion. If the impact fee calculated based on actual cost is less than the impact fee paid, the City shall refund the difference if the difference exceeds the impact fee paid by more than 10 percent. 3. The City shall refund any impact fee or part of it that is not spent as authorized by this Section 8, within 10 years after the date of payment. Page 50f7 City of North Rich/and Hills Ordinance No. 2241 4. Any refund shall bear interest calculated from the date of collection to the date of refund at the statutory rate as set forth in Article 1.03, Title 79, Revised Statutes (Article 5069-1.03, Vernon's Texas Civil Statues), or its successor statute. 5. All refunds shall be made to the record owner of the property at the time the refund is paid. However, if the impact fees were paid by another political subdivision or governmental entity, payment shall be made to the political subdivision or governmental entity. SECTION 11. AUTHORITY OF POLITICAL SUBDIVISIONS TO PAY FEE Political subdivisions and other government entities are subject to the impact fees imposed under this ordinance. SECTION 12. EFFECT OF THIS ORDINANCE 1. This ordinance is subject to amendment by the City Council pursuant to its governmental and legislative power and upon a finding and conclusion that the then current land use assumptions and actual development and construction of capital improvements or facility expansion reflect a change in the estimates and projections used to calculate the total projected number of service units and costs of capital improvements and resulting capital impact fees. 2. This payment and collection of the capital impact fees shall not obligate the City to provide any specific capital improvement unless approved by the City Council and shall not guarantee any specific level or quality of capital improvement or facility expansion. SECTION 13. SEVERABILITY If any section, article, paragraph, sentence, clause, phrase or word in this ordinance, or application thereto any person or circumstances is held invalid or unconstitutional by a court of competent jurisdiction, such holding shall not affect the validity of the remaining portions of this ordinance; and the City Council hereby declares it would have passed such remaining portions of the ordinance despite such invalidity, which remaining portions shall remain in full force and effect. All ordinances or any parts thereof in conflict with the terms of this ordinance shall be and hereby are deemed repealed and of no force or effect provided that such repeal shall be Page 6 of 7 City of North Rich/and Hills Ordinance No. 2241 only to the extent of such inconsistency and in all other respects this ordinance shall be cumulative of other ordinances regulating and governing the subject matter covered in this ordinance. SECTION 14. EFFECTIVE DATE This ordinance shall be effective immediately from the date of passage and approval. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS, TEXAS on this the 22nd day of September, 1997. APPROVED: ~~ Tommy Brow ayor ATTEST: ~ðÏa~ Patricia Hutson, City Secretary Re Page 70f7 I I -....I..fj~~~Ç>O,."V>.. TO SEE EXHIBIT(S) TO ORDINANCE: PLEASE CONTACT CITY SECRETARY'S OFFICE / MUNICIPAL RECORDS EXHIBIT "B" Part of Ordinance No. 2241 CITY OF NORTH RICHLAND HILLS FINA L WA TER AND WASTEWA TER IMPA CT FEE UPDA TE REPORT July 31, 1997 Prepared for the CITY OF NORTH RICHLAND HILLS CITY COUNCIL, ADMINISTRATIVE STAFF and PUBLIC WORKS DEPARTMENT 7301 N.E. LOOP 820 NORTH RICHLAND HILLS, TEXAS 76180 Prepared by Knowlton-English-Flowers, Inc. Consulting Engineers 1901 Central Drive, Suite 550 Bedford, Texas 76021 (817) 283-6211 I. I I I I I I I I I I I I I I I I I I EXHiBIT "C" Part of Ordinance No. 2241 CAPITAL IMPROVEMENT PLAN For Determination of WATER IMPACT FEES Prepared for: . Fort Worth Water DepJrtment Prepared by: CARTER & BURGESS, INC. In association with CH2M HILL May 28, 1996 · · · · · · · · · I I I I I I I I I I EXHIBIT "0" Part of Ordinance No. 2241 CAPITAL IMPROVEMENT PLAN For Determination of WASTEWATER IMPACT FEES Prepared for: . Fort Worth Water Depa1ment Prepared by: CARTER & BURGESS, INC. In association with CH2M HILL May 28, 1996 SCHEDULE "A" Water and Wastewater Impact Fees (North Richland Hills System) 3/4 Inch 1.00 $1,952 $1,110 $3,062 1 Inch 1.67 $3,260 $1,854 $5,114 1-1/4 Inch 2.77 $5,407 $3,075 $8,482 1-1/2 Inch 3.33 $6,500 $3,696 $10,196 2 Inch 5.33 $10,404 $5,916 $16,320 3 Inch 10.00 $19,520 $11, 1 00 $30,620 4 Inch 16.67 $32,540 $18,504 $51,044 6 Inch 33.33 $65,060 $36,996 $102,056 8 Inch 53.33 $104,100 $59,196 $163,296 10 Inch 76.67 $149,660 $85,104 $234,764 Note: Source of Equivalency Factors is American Water Works Association, Manual of Water Supply Practices No. M6, "Water Meters-Selection, Installation, Testing, and Maintenance. - SCHEDULE "8" Water and Wastewater Impact Fees (Fort Worth Systems) "'--.".,.".--...--... ..--.......'........,.........--...--.. I......> ..--...........,......---..----. Nléfe,.$i:te> . EquivålêIÎC:YF'élctör> y. .......... Wåstewåtê"· 3/4 Inch 1 .00 $799.00 $1 ,01 7.00 1 Inch 1 .67 $1 ,334.33 $1 ,698.39 1-1/2 Inch 3.33 $2,660.67 $3,386.61 2 Inch 5.33 $4,258.67 $5,420.61 3 Inch 10.00 $7,990.00 $1 0,1 70.00 4 Inch 16.67 $1 3,31 9.33 $16,953.39 6 Inch 33.33 $26,630.67 $33,896.61 8 Inch 53.33 $42,61 0.67 $54,236.61 1 0 Inch 76.67 $61 ,259.33 $77,973.39 - SCHEDULE"C" Water and Wastewater Impact Fees Collection Schedules (Fort Worth Systems) .".........,.... ...---...--",..-------,. ,. ...-.--. i.................. ................... i .".",............. .....------.........-..".........-." . M¡ter'$ize ·E:qllivålelÌcyFáctõt .. ·Wästewátét"'* 3/4 Inch 1 .00 $356.00 $580.20 1 Inch 1 .67 $594.52 $968.93 1-1/2 Inch 3.33 $1 ,1 85.48 $1 ,932.07 2 Inch 5.33 $1 ,897.48 $3,092.47 3 Inch 10.00 $3,560.00 $5,802.00 4 Inch 16.67 $5,934.52 $9,671 .93 6 Inch 33.33 $1 1 ,865.48 $1 9,338.07 8 Inch 53.33 $1 8,985.48 $30,942.07 10 Inch 76.67 $27,294.52 $44,483.93 * Water is 44.6% of the total maximum assessable amount. **Wastewater is 57.1 % of the total maximum assessable amount. I I I I I I I I I I I I I I I I I I I CITY OF NORTH RICHLAND HILLS FINA L WA TER AND WASTEWA TER IMPACT FEE UPDATE REPORT July 31, 1997 Prepared for the CITY OF NORTH RICHLAND HILLS CITY COUNCIL, ADMINISTRATIVE STAFF and PUBLIC WORKS DEPARTMENT 7301 N.E. LOOP 820 NORTH RICHLAND HILLS, TEXAS 76180 Prepared by Knowlton-English-Flowers, Inc. Consulting Engineers 1901 Central Drive, Suite 550 Bedford, Texas 76021 (817) 283-6211 I I I I I I I I I I I I I I I I I I I KNOWl TON-ENGLISH-FLOWERS, INC. CONSUL TING ENGINEERS / Fort Worth-Dallas July 31, 1997 Mr. Gregory W. Dickens, P.E., Director of Public Works City of North Richland Hills 7301 N .E. Loop 820 North Richland Hills, Texas 76180 Re: 3-434, CITY OF NORTH RICHLAND HILLS, WA TER AND SEWER IMPACT FEE UPDA TE STUDY, PRELIMINARY WA TER AND SEWER C.I.P. PLAN AND WA TER AND SEWER IMPACT FEE RA TE CALCULA TIONS This report is a summary of the proposed Impact Fee Water and Sanitary Sewer Rate Calculations for review and approval by the Capital Improvements Advisory Committee (CIAC). The data and methodology used in the calculations are presented herein for the North Richland Hills Water and Sanitary Sewer Impact Fee Update. A similar procedure has been used for the Watauga Rate Study, but only the detailed calculations associated with the North Richland Hills Water and Sewer Rates are discussed in this report. The Watauga Impact Fee C.I.P. Plan and Proposed Impact Fee Rates are discussed in a separate report. Four options are presented in this report for various Impact Fee Rate scenarios. The following table is a summary of the calculated rates for each of these options, based on a 3/4" meter or 1 MUE (Meter Unit Equivalent): CALCULATED IMPACT FEE RATES PER MUE FOR VARIOUS OPTIONS (3/4" METER) WATER SEWER TOTAL OPTION NRH FT. WORTH NRH FT. WORTH NRH FT. WORTH 1 1.952.00 234.96 1.110.00 580.20 3.062.00 815.16 2 976.00 234.96 555.00 580.20 1.531.00 815.16 3 362.00 234.96 112.00 580.20 474.00 815.16 4 1.035.00 234.96 574.00 580.20 1.609.00 815.16 The Fort Worth rates listed in the table above are "pass-through" rates which are imposed by Fort Worth and are added on to the North Richland Hills rates. Page 1 1901 CENTRAL DR., SUITE 550. BEDFORD, TEXAS 76021 .817/283-6211 . METRO 817/267-3367. FAX 817/354-4389 I I I I I I I I I I I I I I I I I I I July 31, 1997, 3-434. Water and Wastewater Impact Fee Update Study WA TER AND WASTEWA TER SYSTEM IMPACT FEE UPDA TE CALCULA TIONS The following is a summary of the various options considered in this study: Option 1 Option 2 Option 3 Option 4 The maximum calculated Impact Fee Rates with Supplemental Bond Sales presented in Table 7-A.l (Water) and 7-B.l (Sewer), as required to fund the proposed Capital Improvements Projects listed in Table 5-A (Water) and 6-A (Sewer), and in accordance with the assumed 10- Year Schedule of Construction presented in Table 5-B (Water), and 6-B (Sewer). These proposed rates are sufficient to fund all proposed CIP project expenses, including engineering and accounting fees, and refund the debt service (principal and interest) on all supplemental bonds. This option is presented in Tables 7-A.2 (Water) and 7-B.2 (Sewer) and is based on Ih of the maximum rates in Option 1. With these reduced rates the proposed CIP plan cannot be funded in accordance with the assumed construction schedule without supplemental funding from other sources. The option is based on the current water and sewer rates and is presented in Tables 7-A.3 (Water) and 7-B.3 (Sewer). As in Option 2, the proposed CIP projects cannot be constructed in accordance with the assumed lO-year schedule without supplemental funding. This option is similar to Option 1, with the exception that reduced Impact Fee Rates are computed which are sufficient to fund all CIP project expenses, but pay off Only the Principal portion of the Supplemental Bond Sales. The Interest portion of the Bond debt service would require funding from other sources. The proposed Water and Sanitary Sewer C.I.P. projects are shown on the enclosed lOoo-scale color fold-out maps. A complete list of all proposed Water and Sewer C.I.P. projects is included in Table 5 (Water) and Table 6 (Sewer), including estimated costs for each project. All proposed C.I.P. projects for both water and sewer are shown in red on the color C.I.P. maps and the projects required to serve proposed development in the next lO-years (the Capital Recovery Fee Period, 1996 - 2006), are highlighted in bright yellow. DefInitions : MUE -- Meter Unit Equivalent. Equivalent water service unit based on 3/4" meter. Impact fee rate is based on $ per MUE. The following table is used to show equivalent 3/4" MUE's for various meter sizes: Meter Size: MUE Equivalents: 3/4" I" 1-1/4" 1-1/2" 2" 3" 4" 6" 8" 1.00 1.67 2.77 3.33 5.33 10.00 16.67 33.33 60.00 CRF -- Capital Recovery Fee period. This is 10 year period following impact fee update from 1996 through 2006 during which new Water and Wastewater facility costs are assessable to the extent that they serve development projected to occur during this period. Page 2 I I I I I I I I I , I I I I I I I I I I July 37, 7997, 3-434. Water and Wastewater Impact Fee Update Study WA TER AND WASTEWA TER SYSTEM IMPA CT FEE UPDA TE CALCULA TIONS The following is a simplified outline of the procedures used to develop the new proposed Water and Sanitary Sewer Impact Fee Rates for North Richland Hills. Please refer to the tables which follow this letter. 1. Calculate Projected MUE Growth During the CRF Period a. Determine Existing (1996), Future (2006), and Ultimate ( beyond 2006), land use areas in acres from Council-adopted Land Use Assumptions Map (small copy enclosed in exhibits section). Table No.1 shows land use areas based on various land use categories for each of the three periods of time listed above. Table No.2 shows these areas along with population projections. The following is a summary of these areas in acres: Land Use Cate90ry: Exist. 1996 Acres: Future 2006 Acres: Ultimo 2010 Acres: LDR HDR HDR COM IND PUB POS TOTAL 5,716.394 175.572 300.911 1,157.113 194.344 462.181 448.206 8,454.721 6,288.142 230.356 387.175 1,632.139 342.353 534.906 749.258 10,164.329 6,855.461 292.192 428.369 2,009.606 413.794 551.274 981.674 11,532.370 b. Compute existing MUE's in North Richland Hills. Table No.3 shows how the existing (1996) MUE's are computed based on meter count data furnished by the Utility Billing Department. The total number of existing meters for each meter size are listed for Single Family, Multi-Family, and Commercial/Industrial categories. The following is a summary of Table No.3: Existing Single-Family MUE's = 16.039 Density = 2.806 MUE's/Acre Existing Multi-Family MUE's = 1,128 Density = 2.367 MUE's/Acre Exist. Commerc./lndust. MUE's = 2.234 Density = 0.988 MUE's/Acre Total Existing 1996 MUE's = 19,402 Avg. Density = 2.295 MUE's/Acre c. Compute projected MUE growth during CRF period. Table No.4 shows projected MUE's for each year from 1996 to 2006 and at build-out (Ultimate). These projections are made based on assumed land use area growth and calculated MUE/Acre densities noted in "b." above. MUE's in North Richland Hills are projected to increase from 19,403 in 1996 at the rate of about 293 per year to a total of 22,326 in the year 2006. The total MUE growth in the CRF period is projected to be 2,923. 2. Determine Water System Facility Improvements Costs in the CRF Period a. Determine water system demand requirements during the CRF period based on population projections and historical water use rates. (Detailed tables and discussion are presented in the Appendix). Page 3 I I I I I I I I I I I I I I I I I I I July 31, 1997, 3-434. Water and Wastewater Impact Fee Update Study WA TER AND WASTEWA TER SYSTEM IMPACT FEE UPDA TE CALCULA TIONS b. Develop design criteria to establish supply, pumping, storage and distribution requirements based on T.N.R.C.C., State Board of Insurance, and other appropriate standards. (See Appendix). c. Perform University of Kentucky (KTY) water system analysis on network to determine future water lines and other facilities required to serve projected MUE growth in the CRF period. (In Technical Supplement -- KTY computer printouts). d. Prepare water system schematic map showing all existing and future pipes and other facilities included in the analysis. Proposed future C.I.P. pipes are noted in red like this: 12"P.8293. (Copy of color Map is included with this report). Projects proposed to serve only projected development in the C.R.F. period are highlighted in bright yellow on the map. e. Tabulate all proposed water system facilities required to serve the CRF period. Table No.5 lists all of the proposed water system C.I.P. pipes and shows the total estimated cost of each pipe along with the calculated assessable portion used in determining the proposed Water Impact Fee. Also included in this tabulation is a breakdown of which proposed projects are most likely to be constructed by the City and which projects will be constructed by Developers. These projects are then broken down by the Impact Fee Assessable and Non-Assessable portions. f. _4B",_'nJn Q[fw:~ of''''p'' The assessable portion of each pipe is that percentage used only to serve future projected development in the CRF period. The following procedure is used to calculate this percentage: (1) Calculate the total peak hour water system demand rate based on existing conditions. This demand is 30.37 MGD for North Richland Hills at the end of 1996. (See Appendix). (2) Calculate the total peak hour water system demand rate based on future conditions at the end of the CRF period (2006). This demand is estimated to be 50.85 MGD in the year 2006 for North Richland Hills. (See Appendix) . 1fIII4' Calculate the total peak hour water system demand rate based on ultimate demand conditions (at build out, or after the year 2010). This demand is estimated to be 58.28 MGD for North Richland Hills after the year 2010. (4) Assessable Percentage = (50.85 - 30.37 ) I (58.28 - 30.37) = 73.38% Page 4 I I I I I I I I I I I I I I I I I I I July 31, 1997, 3-434. Water and Wastewater Impact Fee Update Study WA TER AND WASTEWA TER SYSTEM IMPACT FEE UPDA TE CALCULA TIONS demand during the C.R.F. period to the increase in demand from 1996 to ultimate build out. Example: Pipe No. 8918 (Grid No. 17) -- See Table No.5. Page 5-1 Dia. = 8". Length = 1293 feet. Total Estimated Cost = $40.25/L.F. x 1293 = $52.043.25 Assessable Percentage = 73.38% Assessable Amount = 0.7338 x $52.043.25 = $38.189.34 This assumes that the total pipe capacity is represented by the increase in flow rate from the present conditions to the projected demand during ultimate conditions. This pipe is not needed to serve existing conditions. The assessable portion of the pipe would then be based on the flow in the pipe in the year 2006, less the flow amount serving existing conditions, divided by the total pipe capacity. We would note that in the 1990 Impact Fee Study, the flow in the pipe required to serve existing conditions, column, was also assumed to be zero. g. Calculate the total C.I.P. assessable costs. Table No.5-A, Page 5A-5, shows the total assessable water system facility costs required to serve the CRF period to be about $4,836,663, (Co!. 10), which is about 39% of the total estimated C.I.P. project costs of $12,359,466, (Col. 8), required to serve ultimate demand conditions. This includes total assessable future individual C.I.P. pipe project costs plus other miscellaneous C.I.P. projects including an assumed 50% share of the proposed Watauga Road Booster Pump Station expansion from 8 to 12 MGD, in the amount of $121,500, and an assumed 50% share of the proposed new Bass~ood (Hightower Drive) Booster Pump Station and Ground Storage Tank (4 MGD Capacity), in the amount of $846,000. We would note that the estimated pipe construction unit prices are based on the unit prices used in the previous Impact Fee Study but increased by about 23 % which represents the ratio of the ENR Indices of 1996 to 1990, (1. 23). ~~'''ì1!tI!lJ/m'1 '_.,n'I..~t.W...JI.'_I.."'''..IL.·DJ~'"n.... The Water System Impact Fee Rate is based on the revenue required to cover total Assessable C.I.P. Costs, engineering and fmance expenses, and supplemental bond debt service, divided by the total MUE growth during the CRF period. Using the assumptions and method discussed above, the following is a calculation of the maximum Water Impact Fee Rate for Option 1: Page 5 I I I I I I I I I I I I I I I I I I I July 31, 1997, 3-434. Water and Wastewater Impact Fee Update Study WA TER AND WASTEWA TER SYSTEM IMPACT FEE UPDA TE CALCULA TIONS Option 1 Water Impact Fee Rate = $5.719.360 / 2930 MUE's = $1,952 per MUE We would note that the currently effective Water System Impact Fee rate was calculated to be $804.28 per MUE, (in 1990), which included both NRH and Watauga C.I.P. projects and combined MUE's. The total estimated cost of water C.I.P. projects in 1990 was $3,923,260, and the total projected MUE growth from 1990 to 2000 was 4,878 MUE's, (for both NRH and Watauga based on the old L.U.A.P.), which was 488 MUE's per year, compared to the current estimated MUE growth in NRH of about 293 MUE's per year based on the new NRH Land Use Assumption Plan. We would also note that the calculated Water Impact Fee rate of $804.28 was reduced to $725 per MUE after taking into consideration interest earnings from proposed bond sale funds for those projects which were anticipated to be constructed by the City of NRH. In addition, the City Council elected to cut the $725 per MUE rate in half which resulted in a final Water System Impact Fee Rate of $362 per MUE. 4. Establish Priorities and Develop a Schedule of Construction for Proposed Water System C.I.P. Projects in CRF Period. Column no. (11) of Table No. 5-A lists the suggested year in which each of the proposed C.I.P. projects are assumed to be constructed. Projects expected to be constructed by the City which will serve development in the next lO-years and beyond total about $6,653,086. The assessable portion of this total is about $1,971,369, (about 16%), which can be funded by impact fees. The remainder, or non-assessable portion in the amount of about $4,681,717, will most likely be funded by revenue bonds. A schedule of proposed projects is presented in Table 5-B. The estimated year of construction is noted in column (7). The total estimated project cost is listed in column (5) and the assessable portion of the total estimated project cost is listed in column (6). This amount is also tabulated in the respective year of construction in columns (8) through (17). Those projects which are not required to serve proposed development in the CRF period are totaled in column (18), under "Ultimate". The total assessable project costs for each year from 1997 through 2006 are listed on page 5B-4. These amounts are transferred to the "Water Impact Fee Revenue Reconciliation" Tables No. 7-A.I-4, for . use in calculating the final proposed Water Impact Fees for the various options presented. The schedule of some of the pipes may deviate based on knowledge by the Capital Improvements Advisory Committee (CIAC) regarding the timing of new subdivisions which are being proposed. The timing of each project is required to determine bond sale amounts necessary to fund the Water Impact Fee project expenses as noted in Tables 7- A.I-4. Page 6 I I I I I I I I I I I I I I I I I I I July 31, 1997, 3-434. Water and Wastewater Impact Fee Update Study WA TER AND WASTEWA TER SYSTEM IMPACT FEE UPDA TE CALCULA TIONS 5. Develop Sanitary Sewer System C.I.P. Plan The enclosed Sanitary Sewer System l000-scale color map shows proposed projects required to serve existing, future, and ultimate conditions in North Richland Hills. The projects shown on this map are based on an update of detailed sanitary sewer system analysis and design calculations perfonned in the 1990 Impact Fee Report. Proposed C.I.P. projects are shown in red like this: 1750' 8" B-l.3. Projects which are required to serve development in the next to-years, (the C.R.F. Period), are highlighted in bright yellow. The map is divided into individual watershed sub-areas which are served by each of the proposed C.I.P. sewer lines. All proposed sanitary sewer C.I.P. projects are listed in Table No.6. -~~~~~,;m~;;;t.~':t;~S~PØ~~h.geif,,*,'Wøill1UI}ij'~AM A uniform Impact Fee assessable percentage is applied City-wide to most of the ~ system projects since all of the water pipes are connected and operate as part of a single combined system (within the high and low pressure planes). The sanital)' sewer system, on the other hand, consists of separate watershed areas which operate separately from other watershed areas. -"~[ll'..IU-·' '''i.'..l~lJIIlli1llnr~''~ .raIDs... ~"r'''::_·''''M ....... "-This calculation is based on the increase in projected equivalent population during the C.R.F. period compared to the estimated increase in equivalent population during build- out conditions for each watershed sub-area. These equivalent population amounts are representative of sanitary sewer system flow amounts, assuming that the infiltration/inflow component of sanitary sewer flows is the same for all watershed areas within the City. ...'.. _.- M\i';"._.tJ.'~.l.Ud·AtrUIlbleImpact Fee"~ l. ....il..IU..i..UI,...... The assessable rate is computed based on the ratio of the population increase in the C. R. F. period to the ultimate population increase in each watershed sub-area. These percentages are then included in the Sanitary Sewer System C.I.P. project list Table No. 6-A in column no. (9). 7. Calculate Sanitary Sewer System C.I.P. Assessable Amounts Sanitary Sewer System project Assessable Amounts are computed in a manner similar to the water system project amounts. Table No.6 lists all of the proposed sanitary sewer system C.I.P. projects shown on the C.I.P. map. The assessable portion of the proposed sanitary sewer C.I.P. projects totals $2,686,682, (page 6A-4), which is about 47% of the total estimated C.I.P. project costs of $5,735,254. This assessable amount is the portion of the project costs associated with development which is proposed in the next 10-years (the C.R.F. period), based on the Land Use Assumption Map. The estimated cost of proposed Sanitary Sewer system projects expected to be constructed by the City totals Page 7 I I I I I I I I I I I I I I I I I I I July 31, 1997, 3-434. Water and Wastewater Impact Fee Update Study WA TER AND WASTEWA TER SYSTEM IMPACT FEE UPDA TE CALCULA TIONS about $2,583,283. 8. Calculate the Revised Sewer System Impact Fee Rate for North Richland Hills. The Sanitary Sewer System Impact Fee Rate is based on the total Assessable C.I.P. Costs and other expenses, including supplemental bond debt service coverage, divided by the total MUE growth during the CRF period. Using the assumptions and method discussed above, the following is a calculation of the Sewer Impact Fee Rate for Option 1: Option 1 Sewer Impact Fee Rate = $3.252.300 I 2930 HUE's = $1.110 per MUE We would note that the currently effective Sewer System Impact Fee rate was calculated to be $305.29 per MUE, (in 1990), which included both NRH and Watauga C.I.P. projects and combined MUE's. The total estimated cost of sanitary sewer C.I.P. projects in 1990 was $1,489,185, and the total projected MUE growth from 1990 to 2000 was 4,878 MUE's, (for both NRH and Watauga based on the old L.U.A.P.), which was 488 MUE's per year, compared to the current estimated MUE growth in NRH of about 293 MUE's per year based on the new NRH Land Use Assumption Plan. We would also note that the calculated Sanitary Sewer Impact Fee rate of $305.29 was reduced to $224 per MUE after taking into consideration interest earnings from proposed bond sale funds for those projects which were anticipated to be constructed by the City of NRH. In addition, the City Council elected to cut the $224 per MUE rate in half which resulted in a final Sanitary Sewer System Impact Fee Rate of $112 per MUE. 9. Establish Priorities and Develop a Schedule of Construction for Proposed Sanitary Sewer C.I.P. Projects in CRF Period. Column no. (11) of Table No. 6-A lists the suggested year in which each of the proposed Sanitary Sewer C.I.P. projects are assumed to be constructed. Projects expected to be constructed by the City which will serve development in the next to-years and beyond total about $2,583,283. The assessable portion of this total is about $850,791, (about 15%), which can be funded by impact fees. The remainder, or non-assessable portion in the amount of about $1,732,493, will most likely be funded by revenue bonds. A schedule of proposed sanitary sewer projects is presented in Table 6-B. The estimated year of construction is noted in column (9). The total estimated project cost is listed in column (7) and the assessable portion of the total estimated project cost is listed in column (8). This amount is also tabulated in the respective year of construction in columns (10) through (19). Those projects which are not required to serve proposed development in the CRF period are totaled in column (20), under "Ultimate". The total assessable project costs for each year from 1997 through 2006 are listed on page 6B-4. These amounts are transferred to the "Sanitary Sewer Impact Fee Revenue Reconciliation" Tables No. 7-B.l- 4, for use in calculating the final proposed Sewer Impact Fee for various options. Page 8 I I I I I I I I I I I I I I I I I I I - July 37, 7997, 3-434. Water and Wastewater Impact Fee Update Study WA TER AND WASTEWA TER SYSTEM IMPACT FEE UPDA TE CALCULA TIONS The schedule of some of the pipes may deviate based on knowledge by the Capital Improvements Advisory Committee (CIAC) regarding the timing of new subdivisions which are being proposed. The timing of each project is required to detennine bond sale amounts necessary to fund the Sanitary Sewer Impact Fee project expenses as noted in Table 7-B. After the Capital Improvements Advisory Committee's review and approval of the assumptions and methods discussed above, we will make any revisions required to this Impact Fee Update Report for resubmittal. We are prepared to present the results of our C.I.P. project recommendations and Impact Fee calculations to the CIAC on August 7, 1997, in accordance with your proposed schedule (copy included in the Appendix of this report). Meanwhile, please call if you have any questions. RICHARD W. ALBIN, P.E. RW A/ra/Report. wpd Enclosures: Tables and Exhibits xc: Mr. Larry Cunningham, City Manager Mr. C.A. Sanford, City Manager Mr. Randy Shiflet, Assistant City Manger Mr. Larry A. Koonce, C.P.A., Director of Finance Mr. Mike Curtis, P.E., Capital Improvements Coordinator Page 9 --- I I I I I I I I I I I I I I I I I I I July 31, 1997, 3-434. Water and Wastewater Impact Fee Update Study WA TER AND WASTEWA TER SYSTEM IMPACT FEE UPDA TE CALCULA TIONS TABLES AND SCHEDULES . I I TABLE NO.1 CITY OF NORTH RICH LAND HILLS WAT1:R SYSTEM ANALYSIS AND WAT1:R IMPACT FEE UPDAT1: STUDY RESlDEtmALPOPULATJON PROJECIIO.NSBASED.OKEXlSTINGAN~~LOPMENT AREAS I FROM THE NRH LAND USE ASSUMPTION PLAN MAP AND DATABASE FILE: COGPOPWK4 EXIST. FUTURE NEXT PEOPLE TOTAL AREAS PEOPLE TOTAL September,1996 ESTIM. EXIST. PEOPLE PEOPLE 10-YEAR ADDED PROJ. AFTER ADDED UL TIM. 1990 1996 LAND AREA PER PER AREA IN NEXT 2006 2006 AFTER PROJ. I IRACI 8I..OCK ~ eoe USE (ACRES) ACRE ACRE (ACftES) 10-YEARS eof'.. (ACRES) 21l1li eof. 1132.05 100 367 LOR 61.234 6.00 8.00 0.000 0 367 2222 18 385 0 MOR 0.000 30.00 0.000 0 0 0.000 0 0 764 HOB 1i.I2S 38.71 SO.OO Q.QOO 0 Z~ QMO 0 L~ I 998 1,131 TOTAL 80962 0000 0 1,131 2.222 18 1,149 1132.05 200 701 LOR 116.833 6.00 8.00 0000 0 701 0.194 2 703 103 MOR 3.703 27.82 30.00 0.000 0 103 0.266 8 111 0 HOB 0..000 50.00 Q.QOO 0 0 QMO 0 II I 710 804 TOTAL 120.536 0000 0 804 0.460 10 814 1132.05 300 934 LOR 110.912 8.42 9.00 0000 0 934 0.000 0 934 7 MOR 0.256 27.82 30.00 0.000 0 7 0.000 0 7 0 HOB Q.QOO so. 00 0..000 0 0 QMO 0 II I 831 941 TOTAL 111.168 0.000 0 941 0.000 0 941 1132.05 400 1,307 LOR 217.805 6.00 8.00 0.000 0 1,307 0.535 4 1,311 0 MOR 0.000 30.00 0.000 0 0 0.000 0 0 371 HOB 1..1.08!! 33.48 SO.OO 0..00.0 0 ill QMO 0 ill I 1,481 1,678 TOTAL 228.891 0.000 0 1,678 0.535 4 1,682 1132.05 500 733 LOR 104.696 7.00 8.00 0.000 0 733 0.000 0 733 0 MOR 0.000 30.00 0.000 0 0 0.000 0 0 820 HOB 22..458 36.52 SO.OO 0..00.0 0 820 UMO ill 1M2 I 1,371 1,553 TOTAL 127.154 0.000 0 1,553 13.440 672 2,225 1132.05 600 960 LOR 133.996 7.16 8.00 0.000 0 960 0.000 0 960 0 MOR 0.000 30.00 0.000 0 0 0.000 0 0 0 HOB QMO 50.00 0..00.0 0 II QMO II II I 847 960 TOTAL 133.996 0.000 0 960 0.000 0 960 1132.05 700 967 lOR 140.063 6.91 8.00 0.000 0 967 0.580 5 972 0 MOR 0.000 30.00 0.000 0 0 0.000 0 0 1 HOB 0J121 38.00 SO.OO Q.OQO II 1 QMO II 1 I 854 968 TOTAL 140.084 0.000 0 968 0.580 5 973 1132.06 100 496 LOR 82.605 6.00 8.00 0.000 0 496 3.859 31 527 166 MOR 25.350 6.53 30.00 0.000 0 166 4.092 123 288 I 92 HOB 2AH 38.00 50.00 MOO 0 ~ QMO 0 92 665 753 TOTAL 110.369 0.000 0 753 7.951 154 907 1132.06 200 1,478 lOR 138.773 10.65 12.00 0.000 0 1,478 5.060 61 1,539 0 MOR 0.000 30.00 0.000 0 0 0.000 0 0 I 315 I::ID.B ~ 50.00 50.00 MOO 0 ill 2A2.1 121 43§ 1,583 1,793 TOTAL 145.071 0.000 0 1,793 7.481 182 1,975 1132.06 300 619 lDR 94.596 6.55 8.00 0.000 0 619 0.225 2 621 0 MDR 0.000 30.00 0.000 0 0 0.000 0 0 I 653 I::ID.B 1L112 38.00 SO.OO MOO 0 ill 8M9 ill .Lœ5 1,123 1,272 TOTAL 111.768 0.000 0 1,272 8.874 434 1,706 1132.06 400 1,130 lDR 142.078 7.95 8.00 0000 0 1,130 0.000 0 1,130 0 MDR 0.000 30.00 0.000 0 0 0.000 0 0 I 0 I::ID.B QMO 50.00 MOO 0 0 QMO 0 º 997 1,130 TOTAL 142.078 0000 0 1,130 0.000 0 1,130 Page 1 of 3 I I I I 06106197,10:11 AM COGPOPWK4. Page 1-1 - I I TABLE NO. 1 CITY OF NORTH RICHLAND HILLS WATER SYSTEM ANALYSIS AND WATER IMPACT FEE UPDATE STUDY RESlDENIlALP-OeULATIOIUROJECIIO.N£SASED ON EXlSTlNG~D..PBOJECIEDJ:lE'iELOPMENTAREAS I EROIlIHE..NRI:L.L.ANDJJSE ASSUMPTION PLAN MAP AND DATABASE FILE: COGPOPWK4 EXIST. FUTURE NEXT PEOPLE TOTAL AREAS PEOPLE TOTAl September, 1996 ESTlM. EXIST. PEOPLE PEOPLE 10-YEAR ADDED PROJ. AFTER ADDED UL TIM. 1990 1996 LAND AREA PER PER AREA IN NEXT 2006 2006 AFTER PROJ. I !BACT ~ f!OP. eoe USE (ACRES) ACRE AæE (ACRI:S) 10,YEABS e.OP. 1ACR1:S) 21106 P~f'. 1132.07 100 1,705 LDR 257.764 1.61 800 13.969 112 9.528 76 1,893 1,817 0 MDR 0.000 3000 0.000 0 0 0.000 0 0 I 0 H...DB MOO 50.00 QJ~OO Q Q MOO Q Q 1,S05 1,705 TOTAL 257.764 13.969 112 1,817 9.528 76 1,893 1132.07 200 2,017 LDR 247.732 ..14 6.00 0.000 0 2,017 1.341 8 2,025 0 MOR 0.000 30.00 0.000 0 0 0.000 0 0 I 0 I:t.QB MOO SO.oo MOO Q Q MOO Q Q 1,780 2,017 TOTAL 247.732 0.000 0 2,017 1.341 8 2,025 1132.08 100 1,767 LOR 418.499 4.22 8.00 19.033 152 1,919 4.279 34 1,953 0 MOR 0.009 30.00 0.000 0 0 0.000 0 0 I 0 !::lOB QJ1QO SO.oo Q.O.QQ Q Q 0.000 0 Q 1,560 1,767 TOTAL 418.508 19.033 152 1,919 4.279 34 1,953 1132.08 200 2,350 LOR 273.238 8.60 9.00 88.514 797 3,146 8.490 76 3,223 218 MOR 7.772 28.09 30.00 0.074 2 221 0.000 0 221 I 23 !::lOB ~ SO. 00 50.00 1U02 93.5 ass (l00Q Q ~ 2,287 2,591 TOTAL 281.466 107.290 1,734 4,325 8.490 76 4,401 1132.08 300 2,393 LOR 168.245 14.22 15.00 0.000 0 2,393 0.021 0 2,393 0 MOR 0.017 28.00 30.00 0.000 0 0 0.000 0 0 I 0 !::lOB MOO 50.00 0.000 Q Q 0.000 Q Q 2,112 2,393 TOTAL 168.262 0.000 0 2,393 0.021 0 2,393 1132.08 400 924 LOR 143.064 6.46 8.00 0.000 0 924 2.813 23 946 1,771 MOR 68.128 26.00 30.00 0.000 0 1,771 0.010 0 1,772 I 0 !::lOB 0.000 SO.oo 0.000 Q Q 0.000 Q Q 2,379 2,695 TOTAL 211.192 0.000 0 2,695 2.823 23 2,718 1132.09 100 1,000 LOR 136.540 7.33 8.00 0.450 4 1,004 0.866 7 1,011 321 MOR 11.462 28.00 30.00 8.081 242 563 6.054 182 745 I 783 !::lOB 2O..5i!! 38.00 50.00 ~ 4!! !!3.1 Q.QQQ Q 831 1,857 2,104 TOTAL 168.600 9.499 294 2,398 6.920 189 2,587 1132.09 200 1,350 LDR 155.856 8.66 10.00 0.017 0 1,350 0.431 4 1,354 881 MDR 31.463 28.00 30.00 8.033 241 1.122 34.100 1,023 2,145 I 1,032 !::lOB 2L159 38.00 50.00 !M06 4ZQ M!12 MOO Q 1..502 2,880 3,263 TOTAL 214.478 17.456 711 3,974 34.531 1,027 5,002 1132.09 300 425 LDR 52.353 8.11 10.00 0.000 0 425 0.000 0 425 49 MDR 1.740 28.00 30.00 15.032 451 500 0.000 0 500 I 406 I:iQB tllill 38.00 50.00 0.000 Q 40.§ MOO Q !O!ì 776 879 TOTAL 64.771 15.032 451 1,330 0.000 0 1.330 1132.09 400 821 LOR 79.837 10.28 12.00 0.000 0 821 0.000 0 821 I 119 MDR 3.980 30.00 30.00 23.564 707 826 0.000 0 826 0 I:iQB 0.000 50.00 MOO Q Q 0.000 Q Q 830 940 TOTAL 83.817 23.564 707 1,647 0.000 0 1.647 1132.09 500 1,057 LDR 104.699 10.09 12.00 0.000 0 1,057 0.000 0 1,057 I 0 MOR 0.000 30.00 0.000 0 0 0.000 0 0 349 I:iQB UZQ 50.00 SO.OO MOO Q ~ 0.000 Q ~ 1,240 1,405 TOTAL 111.669 0.000 0 1,405 0.000 0 1,405 1132.09 600 1,131 LOR 99.419 11.36 12.00 0.000 0 1,131 0.207 2 1,134 I 427 MDR 14.224 30.00 30.00 0.000 0 427 0.000 0 427 255 I:iQB 5...102 50.00 50.00 MOO Q ~ (l00Q Q ill 1,600 1,813 TOTAL 118.745 0.000 0 1.813 0.207 2 1,815 1132.10 100 1,443 LDR 238.766 6.04 8.00 86.955 696 2,139 52.111 417 2,556 I 0 MDR 0.000 30.00 0.000 0 0 0.000 0 0 0 I:iQB QÆI.Q 50.00 QÆ!Q Q Q Q.QQQ Q Q 1,274 1,443 TOTAL 238.766 86955 696 2,139 52.111 417 2.556 I Page 2 of3 I 06lO6I97, 10:11 AM COGPOPWK4, Page '·2 I I TABLE NO.1 CITY OF NORTH RICH LAND HILLS WATER SYSTEM ANALYSIS AND WATER IMPACT FEE UPDATE STUDY RESIDENTIAL POeU.LATION PROJECT1ONS~MD~fflOJ£CRELDE'iELOfMENT-"REAS I EBOM THE NRH LAND USE ASSUMPTlO~AND.DAJABASE FILE: COGPOP.\l\lK4 EXIST. FUTURE NEXT PEOPLE TOTAL AREAS PEOPLE TOTAL September. 1996 ESTlM. EXIST. PEOPLE PEOPLE 10-YEAR ADDED PROJ. AFTER ADDED ULTIM. 1990 1996 LAND AREA PER PER AREA IN NEXT 2006 2006 AFTER PROJ. I IBACI LoçK ~ fJOf USE (ACRES) A.CRE ~RE (ACRES) 1Q,YEARS ~O.e. /ACRES} 2.001 fJOP. 1132.10 200 1,130 LDR 407.958 2.77 8.00 15.809 126 1,257 32.724 262 1,518 30 MDR 1.495 20.00 30.00 0.000 0 30 17.313 519 549 I 0 I:IQB 0..000 50.00 0..000 Q 0 Q,i}QO Q 0 1,024 1,160 TOTAL 409.453 15.809 126 1,286 50.037 781 2,068 1132.10 300 1,749 LOR 132.032 13.25 15.00 18.871 283 2,032 13.204 198 2,230 0 MDR 0.000 30.00 0.000 0 0 0.000 0 0 I 0 I:IQB 0.000 50.00 0.000 0 0 0.000 0 0 1,544 1.749 TOTAL 132.032 18.871 283 2,032 13.204 198 2.230 1132.11 100 1,562 LOR 346.412 4.51 8.00 24.353 195 1,757 34.945 280 2,036 0 MDR 0.000 30.00 0.000 0 0 0.000 0 0 I 0 I:IQB !l.OOO 50.00 0.000 0 0 0.000 0 Q 1,379 1,562 TOTAL 346.412 24.353 195 1,757 34.945 280 2,036 1132.11 200 2.179 LOR 308.597 7.06 8.00 8.640 69 2,248 311.003 2,488 4,736 I 60 MOR 5.973 10.00 30.00 0.000 0 60 0.000 0 60 1,170 I:IQB 5M1!ì 20.00 50.00 5Lru. 2MB 4.028 1.M8I ~ 4M3 3,009 3,409 TOTAL 373.086 65.801 2,927 8,336 327.690 3,322 9,659 1132.11 300 911 LOR 66.809 13.64 15.00 0.000 0 911 0.000 0 911 I 0 MOR 0.000 30.00 0.000 0 0 0.000 0 0 0 I:IQB 0.000 50.00 0.000 Q 0 0.000 º 0 804 911 TOTAL 66.809 0.000 0 911 0.000 0 911 1132.11 400 204 LOR 29.259 6.98 8.00 0.000 0 204 0.000 0 204 I 0 MDR 0.000 30.00 0.000 0 0 0.000 0 0 2.736 I:IQB 8M§§ 34.00 50.00 0.000 11 2D§ 0.000 º 2n6 2,595 2.940 TOTAL 109.725 0.000 0 2,940 0.000 0 2,940 1132.11 500 718 LOR 84.172 8.53 10.00 0.000 0 718 0.666 7 725 I 0 MOR 0.000 30.00 0.000 0 0 0.000 0 0 0 I:IQB 0.000 50.00 0.000 11 Q 0.000 Q º 634 718 TOTAL 84.172 0.000 0 718 0666 7 725 1134.03 100 184 LOR 27.786 6.62 8.00 0.000 0 184 0.000 0 184 I 0 MOR 0.000 30.00 0.000 0 0 0.000 0 0 0 I:IQB !lOOO 50.00 0.000 11 0 0.000 0 11 162 184 TOTAL 27.786 0.000 0 184 0.000 0 184 1136.10 100 28 LOR 0.000 8.00 0.000 0 28 0000 0 28 I 0 MOR 0.000 30.00 0.000 0 0 0.000 0 0 0 I:IQB 0.000 50.00 0.000 11 0 0.000 11 º 25 28 TOTAL 0.000 0.000 0 28 0.000 0 28 1138.01 100 412 LOR 419.593 0.98 8.00 263.575 2,109 2,521 82.017 656 3,177 I 0 MDR 0.000 30.00 0.000 0 0 0.000 0 0 0 I:IQB !lOOO 50.00 !lOOO 0 0 MOO Q º 364 412 TOTAL 419.593 263.575 2,109 2,521 82.017 656 3,177 1138.01 200 477 LOR 155.002 3.08 8.00 14.319 115 592 0.000 0 592 I 0 MOR 0.000 30.00 0.000 0 0 0000 0 0 0 I:IQB 0.000 50.00 !lOOO 11 º 0.000 11 Q 421 477 TOTAL 155.002 14.319 115 592 0.000 0 592 1138.05 100 115 LOR 19.169 6.00 8.00 17.244 138 253 0.000 0 253 I 0 MOR 0.000 30.00 0.000 0 0 0.000 0 0 336 I:IQB 11.1.89 28.50 50.00 QJ121 1 ill QÆ!Q º :!;IT m ID TOTAL 30.958 17.271 139 590 0.000 0 590 TOTALS 45,899 52,000 LOR 5,716.392 8.39 571.749 4,795 42,537 567.321 4,660 47,198 I MOR 175.572 30.00 54.784 1,644 5,796 61.835 1,855 7,651 I-tJlB ~11 50.00 !!§~ U13 1441] 4Ll91 2.Q§O ~Z1 TOTAL 6,192.875 15.08 712.797 10,751 62,750 670.353 8,575 71,325 I Page 3 of 3 I 06106197. 10:11 AM COGPOPWK4, Page 1·3 I I I I I I (I) Z o >¡::: 0° :)~ ~o (/)0:: w~ (/)~Z ....I~O ....I~¡::: -:)< J:w~ oæ~ Z~O <u~w ....I~!ž..J J:;:EWID NU-..J< Ò-o::~~ zO::~5 ~J:~ß~ CD~O..J< ¡!O::Z~:IE O<~... 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"S I:: 'S 0 Õ I:: 'S 0 õ ~~lffo~ ö 0' i:i5 ~ () I-- i:i5 ::E () I-- iti ..... w ~ CO ~ "- ~ ~ ~ ~ ~ ~ ~ ~ " · 0) ::I ,..: ~ õ ~O)O)O) 0' ~ 0) 0) 0) 0) 0) 0) 0) 0) ('t')oc-~'-W I -- (") ..... ..... ..... ..... ..... ... ..... Z ~ -~~~-_.._--_._-_.,-- ---_._.~----_.._-~ CO 0 I I I I ---~-~_._._--_.__.- ~~ -~--_.._._~-------- TABLE NO. . CITY 0 F NORTH RICHLAND HILLS WATER AND WASTEWATER IMPACT FEE UPDATE STUDY I SERVICE UNIT (MUE) CALCULA TI()!'I~S ~~SED O~!,~OJECTED_ DEVELOPMENT BY LAND USE CA TE~~J~E~__ ~~ POP. NET GROWTH PROJECTED DEVELOPMENT AREA (ACRES) %OF YEAR ESTIM. INCR. RATE LDR MDR ~DR __~ÇQM IND PUB POS TOTAL UL TIM. I 1996 65,497 0 0 5,716.394 175.572 300.911 1,157.113 194.344 462.181 448206 8.454.721 73.31% 1997 67,160 1,663 2.54% 5,773.569 181.050 309.537 1,204.616 209.145 469.454 478311 8,625.662 74.80% 1998 68,823 1,663 2.48% 5,830.744 186.529 318.164 1,252.118 223.946 476.726 508.416 8,796.643 76.28% I 1999 70,486 1,663 2.42% 5,887.918 192.007 326.790 1,299.621 238.747 483.999 538.522 8,967.603 77.76% 2000 72,149 1,663 2.36% 5,945.093 197.486 335.417 1,347.123 253.548 491.271 568.627 9,138.564 79.24% I 2001 73,812 1,663 2.30% 6,002.268 202.964 344.043 1,394.626 268.349 498.544 596.732 9.309.525 80.73% 2002 75,475 1,663 2.25% 6,059.443 208.442 352.669 1,442.129 283.149 505.816 628.837 9.480.486 82.21% 2003 77,138 1,663 2.20% 6,116.618 213.921 361.296 1.489.631 297.950 513.089 658.942 9.651.447 83.69% I 2004 78,801 1,663 2.16% 6,173.792 219.399 369.922 1.537.134 312.751 520.361 689.048 9,822.407 85.17% 2005 80,464 1,663 2.11% 6,230.967 224.878 378.549 1,584.636 327.552 527.634 719.153 9,993.368 86.65% I 2006 82,122 1,658 2.06% 6,288.142 230.356 387.175 1,632.139 342.353 534.906 749.258 10,164.329 88.14% Ultimate 94,729 12,607 15.35% 6,855.461 292.192 428.369 2,009.606 413.794 551.274 981.674 11,532.370 100.00% I LAND USE DENSITY FACTOR (MUE'SlACRE): 2.806 2.370 2.370 0.988 0.988 0.988 0.988 TOTAL MUE'S ACCUM. PROJECTED MUE'S PER EACH LAND USE CATEGORY %OF YEAR MUE'S PER YR. MUE'S LDR MDR HDR COM IND PUB POS TOTALS ULTIM. I 1996 19,403 0 0 16,039 416 713 1,143 192 457 443 19,403 78~08% 1997 19,697 294 294 16,200 429 734 1,190 207 464 473 19.697 79.26% I 1998 19,987 290 584 16,360 442 754 1,237 221 471 502 19.987 80.43% 1999 20,280 293 877 16,521 455 774 1,284 236 478 532 20,280 81.61% 2000 20,572 292 1.169 16,681 468 795 1,331 250 485 562 20,572 82.78% I 2001 20,864 292 1,461 16,842 481 815 1,378 265 492 591 20,864 83.96% 2002 21,158 294 1,755 17.002 494 836 1.425 280 500 621 21,158 85.14% I 2003 21,449 291 2.046 17,162 507 856 1,472 294 507 651 21,449 86.31% 2004 21,742 293 2,339 17,323 520 877 1.518 309 514 681 21,742 87.49% 2005 22,033 291 2.630 17 ,483 533 897 1.565 324 521 710 22,033 88.66% I 2006 22,326 293 2,923 17 ,644 546 918 1,612 338 528 740 22,326 89.84% Ultimate 24,851 2,525 5,448 19.235 692 1,015 1,985 409 545 970 24.851 100.00% I Notes: See Table 3 for Calculation of Equivalent Service Units Per Acre (MUE'slAcre) Populations Tabulated Above are "Equivalent Populations" and Include Residential, Multi-Family, Commercial, Industrial, and Other (See Table 2) I I I 06106/97,10:13 AM MUESWK4, Page 4-1 I II) II)O)~ ~~~ ;:r;~~ i-co 00 N~~~~~II) -æ¡·,...M II) ~~~;:r;¡s ~ ~ ~. 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(14) (1.~. _ _(11) J17) 44 L-10.7 LITTlE BEAR L-10 8 1,950 $40.22 $78,429 80.00% $62,743 1998 $15,886 DEV. $0 $0 $62,743 $15,686 44 L-10.6 LITTLE BEAR L-10 6 1,120 $40.22 $45,046 0.00% $0 >2007 $45,046 DEV. $0 $0 $0 $45,046 52 W1.68-70 WALKERS W1-1 8 1,340 $40.22 $53,895 63.18% $34,051 2001 $19,844 CITY $34.051 $19,844 $0 $0 52 WB.65-67 WALKERS W-2 10 1,030 $46.38 $47,771 49.24% $23,523 2002 $24,249 CITY $23,523 $24,249 $0 $0 53 L7-1.1 LITTlE BEAR L-7 8 1,800 $40.22 $72,396 0.00% $0 >2007 $72,396 DEV. $0 $0 $0 $72,396 53 L7-1.2 LITTlE BEAR L-7 8 980 $40.22 $39,416 83.18% $32,786 1999 $6.630 DEV. $0 $0 $32,786 $6,630 81 WB.52-60 WALKERS W-2 8 2,690 $40.22 $108,192 0.00% $0 >2007 $108,192 CITY $0 $108,192 $0 $0 67 C5-1.1 CALLOWAY C5-1 10 1,380 $46.38 $64,004 89.62% $57,361 2000 $6,844 DEV. $0 $0 $57,361 $6,844 67 C5-1.2 CALLOWAY C5-1 10 925 $48.38 $42,902 89.82% $38,448 2000 $4,453 DEV. $0 $0 $38,448 $4,453 67 CB.65-66 CALLOWAY C-1 8 745 $40.22 $29,964 11.78% $3,524 2000 $26,440 CITY $3,524 $26,440 $0 $0 68 CB.57-61 CALLOWAY C-2 12 2,690 $51.81 $139,369 76.56% $106,701 1999 $32,668 CITY $106,701 $32,668 $0 $0 70 W2a-1.1 WALKERS W2a-1 8 890 $40.22 $35,796 0.00% $0 >2007 $35,796 DEV. $0 $0 $0 $35,796 70 WB.48-51 WALKERS W-2 10 1,520 $46.38 $70,498 0.00% $0 >2007 $70,498 CITY $0 $70,498 $0 $0 70 WB.43-47 WALKERS W-3 10 680 $46.38 $31,538 37.13% $11,710 2003 $19,828 CITY $11,710 $19,828 $0 $0 71 L7-2.1 LITTLE BEAR L7-2 6 782 $33.58 $26,260 0.00% $0 >2007 $26,260 DEV. $0 $0 $0 $26,260 71 L7-2.2 LITTlE BEAR L7-2 8 980 $40.22 $39,418 80.35% $31,870 1998 $7,745 DEV. $0 $0 $31,870 $7,745 78 CB5.415-2032 CALLOWAY C5-1 10 1,830 $46.38 $84,875 0.00% $0 >2007 $84,875 CITY $0 $84,875 $0 $0 76 CB5.410-414 CALLOWAY C5-1 12 1,030 $51.81 $53,364 89.62% $47,825 2005 $5,539 CITY $47,825 $5.539 $0 $0 77 CB.51-55 CALLOWAY C-3 15 1.285 $64.76 $81,921 82.88% 587,733 2006 $14,189 CITY $87,733 $14.189 $0 $0 77 CB10.345-356 CALLOWAY C10-1 8 2,780 $40.22 $111,812 0,00% $0 >2007 $111,812 CITY $0 $111,812 $0 $0 78 W4.226-227 WALKERS W4-1 8 300 $40.22 $12,066 0.00% $0 >2007 $12,066 CITY $0 $12,066 $0 $0 79 W3.235-237 WALKERS W-3 8 790 $40.22 $31.774 0.00% $0 >2007 $31,774 CITY $0 $31,774 $0 $0 80 M-2.542-545 MESQUITE M-2 6 1,015 $33.58 $34,084 0.00% $0 >2007 $34,084 CITY $0 $34,084 $0 $0 81 M-1.1 MESQUITE M-1 8 860 $40.22 $34.589 62.56% $21,639 1998 $12,950 CITY $21,639 $12,950 $0 $0 85 C6-1.1 CALLOWAY C6-1 8 1,090 $40.22 $43,840 82.77% $36,288 1999 $7,554 DEV. $0 $0 536,286 $7,554 10/01/97,08:49 AM NRH_SEWWK4, Page 6A-2 I .., ~ 0 ~ N 0 i I It) ..... ... 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Water and Wastewater Impact Fee Update Study WA TER AND WASTEWA TER SYSTEM IMPACT FEE UPDA TE CALCULA TIONS APPENDIX I I I I I I TABLE A-1 City of North Richland Hills, Texas WATER AND SANITARY SEWER IMPACT FEE UPDATE REPORT LAND USE ASSUMPTION AREAS July, 1996 . ----------------- _._----_._._------~_.--------_..._- --', ... -----._._--_._---~-~--_._.._~_._---- ---'-'---..'"- -- __ _____~__.___._...______.____ _. - u. .._.".______ ._.________~._~ __ _ __ ______ CENSUS LAND TRACT USE NUMBER CATEGOR 1132.05 100 LOR MDR HDR COM IND PUB POS TOTAL LOR MDR HDR COM IND PUB POS TOTAL I I I I 1132.05 200 1132.05 300 LOR MDR HDR COM IND PUB POS TOTAL I I I LOR MDR HDR COM IND PUB 1132.05 POS 400 TOTAL LOR MDR HDR COM IND PUB 1132.05 POS 500 TOTAL I I I I I I LOR MDR HDR COM IND PUB 1132.05 POS 600 TOTAL 06/06/97, 10:38 AM EXIST. DEVEL. AREA (ACRES) 61.234 0.000 19.728 145.403 0.000 28.519 2.159 257.643 116.833 3.703 0,000 54,663 0,000 0.000 4..3I5 179.574 110.912 0.256 0.000 3.113 0.000 30.658 Q.QQO 144.939 217.805 0.000 2.751 8.865 0.000 30.256 80..6.92 340.369 104.696 0.000 22.458 8.304 0.000 5.478 4..36Q 145.296 133.996 0.000 0.000 0.000 0.000 0.087 5.219 139.302 DEVEL. NEXT 10 YEARS (ACRES) 0.000 0.000 0.000 0.000 0.000 0.000 Q.QOO 0.000 0.000 0.000 0,000 0.000 0.000 0.000 Q.OOQ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Q.QQO 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Q.OOQ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Q.OOQ 0.000 0.000 0.000 0.000 0.000 0,000 0.000 Q.OOQ 0.000 DEVEL. BEYOND 10 YEARS (ACRES) 2.222 0.000 0.000 40.833 0.000 0.000 UZ1 50.226 0.194 0.266 0.000 4.039 0.000 0.000 Q,OOQ 4.499 0.000 0.000 0.000 4.078 0.000 0.140 Q.OOQ 4.218 0.535 0.000 8.335 20.725 0.000 7.834 ~ 39.078 0.000 0.000 13.440 12.069 0.000 0.000 MOO 25.509 0.000 0.000 0.000 0.000 0.000 0.000 MOO 0.000 TOTAL LAND AREA (ACRES) 63.456 0.000 19.728 186.236 0.000 28.519 9..9.3Q 307.869 .__._.,._-~--_..- -- --.---.---"-------- -- - '-"'-', ..-. ._-_.~_._-_._---- -_...~-_.._._- ---------- PERCENT PERCENT PERCENT OF LAND DEVELOPED DEVELOPED CURRENTLY WITHIN NEXT BEYOND DEVELOPJ;Q 10 YEARS tilYEAB.S 117.027 3,969 0.000 58.702 0.000 0.000 4..3I5 184.073 110.912 0.256 0,000 7,191 0.000 30.798 MOO 149.157 218.340 0.000 11.086 29.590 0.000 38.090 82M1 379.447 104.696 0.000 35.898 20.373 0.000 5.478 4..3.60 170.805 133.996 0.000 0.000 0.000 0,000 0.087 S.219 139.302 Page 1 of 9 19.89% 0.00% 6.41% 47.23% 0.00% 9.26% !l..9O% 83.69% 63.47% 2.01% 0.00% 29.70% 0.00% 0.00% 2.3.8% 97.56% 74.36% 0,17% 0.00% 2.09% 0.00% 20.55% ~ 97.17% 57.40% 0.00% 0.73% 2.34% 0.00% 7.97% 21..2I% 89.70% 61.30% 0.00% 13.15% 4.86% 0.00% 3.21% 2.55% 85.07% 96.19% 0.00% 0.00% 0.00% 0.00% 0.06% 3.25% 100.00% 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% ~ 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% ~ 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% ~ 0.00% 0.72% 0,00% 0.00% 13.26% 0.00% 0.00% 2...33% 16.31% 0.11% 0.14% 0.00% 2.19% 0.00% 0.00% ~ 2.44% 0.00% 0.00% 0.00% 2.73% 0.00% 0.09% ~ 2.83% 0.14% 0.00% 2.20% 5.46% 0.00% 2.06% M3'YR 10.30% 0.00% 0.00% 7.87% 7.07% 0.00% 0.00% ~ 14.93% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% ~ 0.00% PERCENT OF TOTAL DEVELOPED 20.61% 0.00% 6.41% 60.49% 0.00% 9.26% U3% 100.00% 63.58% 2.16% 0.00% 31.89% 0.00% 0.00% U8.% 100.00% 74.36% 0.17% 0.00% 4.82% 0.00% 20,65% Q...QQ% 100.00% 57.54% 0.00% 2.92% 7.80% 0.00% 10.04% 2i1!lli 100.00% 61.30% 0.00% 21.02% 11.93% 0.00% 3.21% ~ 100.00% 96.19% 0.00% 0.00% 0.00% 0.00% 0.06% 3.15% 100.00% AREAS2,WK3, 1 I I I I I I TABLE A-1 City of North Richland Hills, Texas WATER AND SANITARY SEWER IMPACT FEE UPDATE REPORT LAND USE ASSUMPTION AREAS July, 1996 -.-- - .----------- ~~-----_.__..__.----_._-----_._--_._------_.._, '.-----..--------- ---.- _._._--~._- --..--...----------.-..----------. ----_._~._----------_.- CENSUS LAND TRACT USE NUMBER CAIEG~ LOR MDR HDR COM IND PUB POS TOTAL 1132.05 700 LOR MDR HDR COM IND PUB POS TOTAL I I 1132.06 100 I I I I I LOR MDR HDR COM IND PUB 1132.06 POS 200 TOTAL LOR MDR HDR COM IND PUB 1132.06 POS 300 TOTAL LOR MDR HDR COM IND PUB 1132.06 POS 400 TOTAL I I I I I I LOR MDR HDR COM IND PUB 1132.07 POS 100 TOTAL 06/06/97, 10:38 AM EXIST. DEVEL. AREA (ACRES) 140.063 0.000 0.021 17.914 0.000 10.211 Q.OOQ 168.209 81.858 25.350 2.414 64.631 15.609 8.805 1A2.8 200.095 138.769 0.000 6.298 68.234 0.000 2.883 3..53.5 219.719 94.596 0.000 17.172 2.247 0.000 0.000 1.M5 115.860 142.078 0.000 0.000 0,000 0.000 0.000 1U82 153.860 249.174 0.000 0.000 0.681 0.000 0.015 2.9I5 252.845 DEVEL. NEXT 10 YEARS (ACRES) 0.000 0,000 0.000 0.000 0.000 0.000 Q.OOQ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Q.OQQ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Q.QQQ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Q.QQQ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Q.OOQ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Q.OOQ 0.000 DEVEL. BEYOND 10 YEARS (ACRES) 0.580 0.000 0.000 0.000 0.000 0.000 Q.OOQ 0.580 4.606 4.092 0.000 10.483 0.919 0.297 HA68 34.865 5.060 0.000 2.421 0.904 0.000 0.012 M.OOfì 52.463 0.225 0.000 8.649 0.000 0.000 0.000 ~ 37.328 0.000 0.000 0.000 0.000 0.000 0.000 ~ 20.884 32.086 0.000 0.000 4.608 0.000 0.000 12~313 161.007 TOTAL LAND AREA (ACRES) 140.643 0.000 0.021 17.914 0.000 10.211 Q.QQQ 168.789 _._._n__ _._.,,__ ------.----.-------- ---- -- -------..--...----.-- -- ---------.....~_.__.....____ - _.n ____ __,.~___ _____________ -----------._- ----~-- PERCENT PERCENT PERCENT PERCENT OF LAND DEVELOPED DEVELOPED OF CURRENTLY WITHIN NEXT BEYOND TOTAL QBlELO£E.Q 10 YEARS ti1:t.EARS CEY'EJ.œED 86.464 29.442 2.414 75.114 16.528 9.102 15.896 234.960 143.829 0.000 8.719 69.138 0.000 2.895 4L601 272.182 94.821 0.000 25.821 2.247 0.000 0.000 30..299 153.188 142.078 0.000 0.000 0.000 0.000 0.000 32.666 174.744 281.260 0.000 0.000 5.289 0.000 0.015 12L28.8 413.852 Page 2 of 9 82.98% 0.00% 0.01% 10.61% 0.00% 6.05% Q...QQ% 99.66% 34.84% 10.79% 1.03% 27.51% 6.64% 3.75% 0...61% 85.16% 50.98% 0.00% 2.31% 25.07% 0.00% 1.06% ~ 80.72% 61.75% 0.00% 11.21% 1.47% 0.00% 0.00% ~ 75.63% 81.31% 0.00% 0.00% 0.00% 0.00% 0.00% 6.M% 88.05% 60.21% 0.00% 0.00% 0.16% 0.00% 0.00% 0.72% 61.1 0% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% Q...QQ% 0,00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% Q...QQ% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% Q.OQ.% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% Q...QQ% 0.00% 0,00% 0.00% 0.00% 0.00% 0.00% 0.00% Q.QQ% 0.00% 0,00% 0.00% 0.00% 0.00% 0.00% 0.00% ~ 0.00% 0.34% 0.00% 0.00% 0.00% 0.00% 0.00% !l...O.Q% 0.34% 1.96% 1.74% 0.00% 4.46% 0.39% 0.13% 6.16.% 14.84% 1.86% 0.00% 0.89% 0.33% 0.00% 0.00% 16...19% 19.27% 0.15% 0.00% 5.65% 0.00% 0.00% 0.00% ~ 24.37% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 11..95.% 11.95% 7.75% 0.00% 0.00% 1.11% 0.00% 0.00% 3OJM% 38.90% 83.32% 0.00% 0.01% 10.61% 0.00% 6.05% Q.OO% 100.00% 36.80% 12.53% 1.03% 31.97% 7.03% 3.67% 6.1I.% 100.00% 52.84% 0.00% 3.20% 25.40% 0.00% 1.06% 1lA9.% 100.00% 61.90% 0.00% 16.86% 1.47% 0.00% 0.00% 19.18.% 100.00% 81.31% 0.00% 0.00% 0.00% 0.00% 0.00% ~ 100.00% 67.96% 0.00% 0.00% 1,28% 0.00% 0.00% 3.Q16.% 100.00% AREAS2WK3, 2 I TABLE A-1 City of North Richland Hills, Texas WATER AND SANITARY SewER IMPACT FEE UPDATE REPORT I LAND USE ASSUMPTION AREAS July, 1996 "_____..m____ -- ...__n -__.____, ..._~_._ .____________. ..________ _._w._ ___._~____._ _.__ _~__.__. ____________________ --_.__.._~~- ---- ---'--- -~-~- -- .._...~--- .--.'..'-'-. ..---- ----.--- .-.----~~-----_.-----..--._-. --~--.----_.-. ----"- .---___._.______~__ ___n... ___ "._____ ._.__ _._----~---_.__._---- I EXIST. DEVEL. DEVEL. TOTAL PERCENT PERCENT PERCENT PERCENT CENSUS LAND DEVEL. NEXT BEYOND LAND OF LAND DEVELOPED DEVELOPED OF TRACT USE AREA 10 YEARS 10 YEARS AREA CURRENTLY WITHIN NEXT BEYOND TOTAL NUMBEB CA TEGOR (ACRES) (ACRES) (ACRES) (ACHES) DEVELOPED 10 YEARS 10 YEARS DEVELOPED I LOR 395.066 0.000 23.327 418.393 73,81% 0.00% 4.36% 78.17% MDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% HDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% I COM 2.109 30.247 4200 36.556 0.39% 5.65% 0.78% 6.83% IND 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0,00% PUB 0.012 0.000 0.000 0.012 0.00% 0.00% 0.00% 0.00% 1132.07 POS ~ Q.QQQ Z9.ß93 8O~ QJ)I% Q..OQ% 14.93.% ~ I 200 TOTAL 397.553 30.247 107.420 535.220 74.28% 5.65% 20.07% 100.00% LOR 418.499 0.000 23.312 441.811 85.61% 0.00% 4.77% 90.38% MDR 0,009 0.000 0.000 0.009 0.00% 0.00% 0.00% 0.00% I HDR 0,000 0,000 0.000 0.000 0.00% 0.00% 0.00% 0.00% COM 9.595 0.000 2.562 12.157 1.96% 0.00% 0.52% 2.49% IND 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% PUB 34.870 0.000 0.000 34.870 7.13% 0.00% 0.00% 7.13% I 1132.08 POS Q.QOO 0..0.00 Qj)QQ QOOQ Q..OQ% Q..OQ% 0.00% Q.OO% 100 TOTAL 462.973 0.000 25.874 488.847 94.71% 0.00% 5.29% 100.00% LOR 273.694 57.519 53.184 384.397 59.07% 12.42% 11.48% 82.97% I MDR 7.772 0.074 0.000 7.846 1.68% 0.02% 0.00% 1.69% HDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% COM 9.231 26.045 27.178 62.454 1.99% 5.62% 5.87% 13.48% IND 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% I PUB 0.028 0.000 0.000 0.028 0.01% 0.00% 0.00% 0.01% 1132.08 POS ~ QOOQ 8.33l 8..511 ~ Q..OQ% ~ 1..85% 200 TOTAL 290,965 83.638 88.699 463.302 62.80% 18.05% 19.14% 100.00% I LOR 168.245 0.000 0.021 168.266 89.74% 0.00% 0.01% 89.75% MDR 0.017 0.000 0.000 0.017 0.01% 0.00% 0.00% 0.01% HDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% COM 14.188 0.000 5.019 19.207 7.57% 0.00% 2.68% 10.24% I IND 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% PUB 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% 1132.08 POS Qj)QO 0..0.00 QQQQ 0..0.00 Q..OQ% Q..OQ% ~ Q.OO% 300 TOTAL 182.450 0.000 5.040 187.490 97.31% 0.00% 2.69% 100.00% I LOR 143.064 0.000 2.813 145.877 46.91% 0.00% 0.92% 47.83% MDR 68.128 0.000 0.010 68.138 22.34% 0.00% 0.00% 22.34% HDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% I COM 21.441 0.000 26.891 48.332 7.03% 0,00% 8.82% 15.85% IND 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% PUB 0.000 0.000 0.000 0.000 0.00% 0,00% 0.00% 0.00% 1132.08 POS 42.655 0..0.00 QQQQ 42.655 ~ Q.oo% Q..OQ% 13...99.% I 400 TOTAL 275.288 0.000 29.714 305.002 90.26% 0.00% 9.74% 100.00% LOR 136.540 0.000 1.316 137.856 48.76% 0.00% 0.47% 49.23% MDR 11.462 2.478 11.657 25.597 4.09% 0.88% 4.16% 9.14% I HDR 15.858 0.000 5.707 21.565 5.66% 0.00% 2.04% 7.70% COM 13.005 5.289 16.276 34.570 4.64% 1.89% 5.81% 12.34% IND 0.028 0.000 0.233 0.261 0.01% 0.00% 0.08% 0.09% PUB 60.161 0.000 0.041 60.202 21.48% 0.00% 0.01% 21.50% I 1132,09 POS MOO Q.QO.o ~OOO O~OOQ QJ1Q~ Q..OQ% QJlQ.% Q.OO% 100 TOTAL 237.054 7.767 35.230 280.051 84.65% 2.77% 12.58% 100.00% Page 3 of 9 I 06/06/97, 10:38 AM AREAS2,WK3, 3 I I TABLE A-1 City of North Richland Hills, Texas WATER AND SANITARY SEWER IMPACT FEE UPDATE REPORT I LAND USE ASSUMPTION AREAS July, 1996 -.-- -'-'---~-'- . ------ ~--.-. -' ---"---~-~-------____________.________~_ "'._ ___ ____ __ u__.__ -'~-'--'~--,- ---_..,------- --- '-~-'---...----- ----.. -..---..------ -----.-----.~~------.--_.- .-..----_ _ -..._._____.._ _________ __ _ "0' ..____....m.__ .___ -_.._-~-_._----_._--_..._-- --~-_._------ I EXIST. DEVEl. DEVEl. TOTAL PERCENT PERCENT PERCENT PERCENT CENSUS LAND DEVEl. NEXT BEYOND LAND OF LAND DEVELOPED DEVELOPED OF TRACT USE AREA 10 YEARS 10 YEARS AREA CURRENTLY WITHIN NEXT BEYOND TOTAL NUMBER CAI~ (ACRES) (ACRES) (ACRES) (ACRES) DEVELOPED liLYEABS tiLYEARS DEVELOPED I LDR 155.856 0.000 0.448 156.304 31.51 % 0.00% 0.09% 31.60% MDR 31.463 19.974 22.159 73.596 6.36% 4,04% 4.48% 14.88% HDR 27.159 0.000 9.406 36.565 5.49% 0.00% 1.90% 7.39% I COM 62.587 8.546 27.592 98.725 12.65% 1.73% 5.58% 19.96% IND 30.417 0.000 74.304 104.721 6.15% 0.00% 15,02% 21.17% PUB 22.486 0.000 0.000 22.486 4.55% 0.00% 0.00% 4.55% 1132.09 POS 2266 a..ooo a..ooo 2..266 QA6% Q.OO% OJ)Q% Q..46% I 200 TOTAL 332.234 28.520 133.909 494.663 67.16% 5.77% 27.07% 100.00% LDR 52.353 0.000 0.000 52.353 25.93% 0.00% 0.00% 25.93% MDR 1,740 15.032 0.000 16.772 0.86% 7.45% 0.00% 8.31% I HDR 10.678 0.000 0.000 10.678 5.29% 0.00% 0.00% 5.29% COM SO. 527 0.000 12.999 63.526 25.03% 0.00% 6.44% 31.47% IND 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% PUB 38.667 0.000 0.000 38.667 19.15% 0.00% 0.00% 19.15% I 1132.09 POS 5...MQ a..ooo H..153 1il93 2M.% Q.OO% LO.1% 9.85% 300 TOTAL 159.705 15.032 27.152 201.889 79.11% 7.45% 13.45% 100.00% LDR 79.837 0.000 0.000 79.837 61.31% 0.00% 0.00% 61.31% I MDR 3.980 23.564 0.000 27.544 3.06% 18.10% 0.00% 21.15% HDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% COM 0.020 0.000 0.037 0.057 0.02% 0.00% 0.03% 0.04% IND 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% I PUB 0.349 0.000 0.000 0.349 0.27% 0.00% 0.00% 0.27% 1132.09 POS :u.oo a..ooo 19..333 22A33 2..38% Q.OO% HJl5% 1L2J'M¡ 400 TOTAL 87.286 23.564 19.370 130.220 67,03% 18.10% 14.87% 100.00% I LDR 104.699 0.000 0.000 104.699 78.01% 0.00% 0.00% 78.01 % MDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% HDR 6.970 0.000 0.000 6.970 5.19% 0.00% 0.00% 5.19% COM 2.197 0.000 10.628 12.825 1.64% 0.00% 7.92% 9.56% I IND 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% PUB 5.774 0.000 0.000 5.774 4.30% 0.00% 0.00% 4.30% 1132.09 POS 3..951 Q.OOQ a..ooo 3..951 ~ Q.OO% Qj)Q% ~ SOO TOTAL 123.591 0.000 10.628 134.219 92.08% 0.00% 7.92% 100.00% I LDR 99.419 0.000 0.207 99.626 49.09% 0.00% 0.10% 49.19% MDR 14.224 0.000 0.000 14.224 7.02% 0.00% 0.00% 7.02% HDR 5.102 0.000 0.000 5.102 2.52% 0.00% 0.00% 2.52% I COM 66.626 0.000 4.802 71.428 32.90% 0.00% 2.37% 35.27% IND 0.000 0,000 0.000 0.000 0.00% 0.00% 0.00% 0.00% PUB 12.149 0.000 0.000 12.149 6.00% 0.00% 0.00% 6.00% 1132.09 POS Q.OOQ Q.OOQ Q.OOQ MOO Q.QQ% ~ Ql1Q~ o..oœ& I 600 TOTAL 197.520 0.000 5.009 202.529 97.53% 0.00% 2.47% 100.00% LDR 232.123 86.192 59.520 377.835 39.18% 14.55% 10.05% 63.77% MDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% I HDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% COM 31.715 20.031 37.682 89.428 5.35% 3.38% 6.36% 15.09% IND 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% PUB 7.569 3,921 1.928 13.418 1.28% 0.66% 0.33% 2.26% I 1132.10 POS :HJlM 36A9Q 41...3Q1 111.M5 5, Z5.% 6j6~ 6.9I% 18...88% 100 TOTAL 305.461 146.634 140.431 592.526 51.55% 24.75% 23.70% 100.00% Page 4 of 9 I 06/06/97, 10:38 AM AREAS2'wK3. 4 I I TABLE A-1 City of North Richland Hills, Texas WATER AND SANITARY SEWER IMPACT FEE UPDATE REPORT I LAND USE ASSUMPTION AREAS July, 1996 ~ --. ..- --.. .... ._- - ---- ---'~----~~----- --- ------ _ _ __ ______ __.._ _._ .__. . ___,___ __ ....._._. _ _ .. ____ __ ____.__ ______m _ . .....-- .- ---~---_...._-_._- ----_._----~--,_...- -..--------.---- . -_. - - ------------_.---- - -'------ - ---..- -.-- ~-----_._- __no - ._____ ~._~~______ I EXIST. DEVEL. DEVEL. TOTAL PERCENT PERCENT PERCENT PERCENT CENSUS LAND DEVEL. NEXT BEYOND LAND OF LAND DEVELOPED DEVELOPED OF TRACT USE AREA 10 YEARS 10 YEARS AREA CURRENTLY WITHIN NEXT BEYOND TOTAL NUMB.EB CATEGOR (ACRES) (ACRES) (ACRES) (ACRES) DEVELOPED 10 YEARS 10 YEARS DEVELOPED I LDR 361.490 3.785 91.215 456.490 59.31% 0.62% 14.97% 74.90% MDR 1.495 0.000 17.313 18.808 0.25% 0.00% 2.84% 3.09% HDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% I COM 45,255 22.528 26.140 93.923 7.43% 3.70% 4.29% 15.41% IND 15.230 0.000 6.923 22.153 2.50% 0.00% 1.14% 3.63% PUB 12.550 0.000 5.532 18,082 2.06% 0.00% 0.91% 2.97% 1132,10 POS 0.000 0.000 0..000 0..000 0JlQ% 0JlQ% 0JlQ% Q.OO% I 200 TOTAL 436.020 26.313 147.123 609.456 71.54% 4.32% 24.14% 100.00% LDR 103.699 28.333 32.075 164.107 52.37% 14.31% 16.20% 82.88% MDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% I HDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% COM 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% IND 0.000 0,000 0.000 0.000 0.00% 0.00% 0.00% 0.00% PUB 6.654 0.000 0,000 6.654 3.36% 0.00% 0.00% 3.36% I 1132.10 POS M92 0..000 26...M3 2L23.5 025% ~ 13.5.1% 13.16% 300 TOTAL 110.845 28.333 58.818 197.996 55.98% 14,31% 29.71% 100.00% LDR 341.285 16.612 43.879 401.776 80.68% 3.93% 10.37% 94.98% I MDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% HDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% COM 10.866 0.000 9.993 20.859 2.57% 0.00% 2.36% 4.93% IND 0.366 0.000 0.000 0.366 0.09% 0.00% 0.00% 0.09% I PUB 0.019 0.000 0.000 0.019 0.00% 0.00% 0.00% 0.00% 1132.11 POS 0..000 QQQQ Qj)QQ OJ)QQ 0JlQ% ~ 0JlQ% ~ 100 TOTAL 352.536 16.612 53.872 423.020 83.34% 3.93% 12.74% 100.00% I LDR 312.035 233.591 162.007 707.633 23.12% 17.30% 12.00% 52.42% MDR 5.973 0.000 0.000 5.973 0.44% 0.00% 0.00% 0.44% HDR 52.262 57.167 22.935 132.364 3.87% 4.23% 1.70% 9.81% COM 140.155 91.563 157.065 388.783 10.38% 6.78% 11.64% 28.80% I IND 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% PUB 32.339 12.234 2.979 47.552 2.40% 0.91% 0.22% 3.52% 1132.11 POS 2U38 0..000 ~ 6Llli Ll.3% QQQ% 3.28% 5.01% 200 TOTAL 566.102 394.555 389.261 1,349.918 41.94% 29.23% 28.84% 100.00% I LDR 66.809 0.000 0.000 66.809 52.35% 0.00% 0.00% 52.35% MDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% HDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% I COM 33.145 26.933 0.727 60.805 25.97% 21.11% 0,57% 47,65% IND 0.000 0.000 0.000 0,000 0.00% 0.00% 0.00% 0.00% PUB 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% 1132.11 POS 0..000 0..000 0..000 0..000 Q..QQ% ~ QOQ% Q.QO'% I 300 TOTAL 99.954 26,933 0.727 127.614 78.33% 21.11% 0.57% 100.00% LDR 29.259 0.000 0.000 29.259 11.04% 0.00% 0.00% 11,04% MDR 0.000 0,000 0.000 0.000 0.00% 0.00% 0.00% 0.00% I HDR 80,466 0.000 0.000 80.466 30.36% 0.00% 0.00% 30.36% COM 64.782 0.000 1.806 66.588 24.44% 0.00% 0.68% 25.13% IND 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% PUB 88.706 0.000 0.000 88.706 33.47% 0.00% 0.00% 33.47% I 1132.11 POS 0.000 0..000 0..000 (LOCO 0.00% 0.00% Q.OQ.% ~ 400 TOTAL 263.213 0.000 1.806 265.019 99.32% 0.00% 0.68% 100.00% Page 5 of 9 I 06/06/97, 10:38 AM AREAS2,WK3, 5 I I I I I I I __ ,_~___. ____.______.__~___._. __ __n_ --~- - CENSUS LAND TRACT USE NUMBER CAIEOOR_ LDR MDR HDR COM IND PUB 1132.11 POS 500 TOTAL LDR MDR HDR COM IND PUB 1134.03 POS 100 TOTAL I I I I I I I I I I I I I LDR MDR HDR COM IND PUB 1136.10 POS 100 TOTAL LDR MDR HDR COM IND PUB 1138.01 POS 100 TOTAL LDR MDR HDR COM IND PUB 1138.05 POS 100 TOTAL LDR MDR HDR COM IND PUB POS TOTAL 06106197, 10:38 AM TABLE A-1 City of North Richland Hills, Texas WATER AND SANITARY SEWER IMPACT FEE UPDATE REPORT LAND USE ASSUMPTION AREAS July, 1996 - --..-- --- - - ------- -.---.----.-- - EXIST. DEVEl. AREA (ACRES) 84.172 0,000 0.000 31.743 0.000 0.000 5...381 121.296 27.786 0.000 0.000 18,615 0.000 0.000 OJ>.QQ 46.401 0.000 0.000 0.000 6.333 0.000 0,000 0...000 6.333 395.647 0.000 0.000 40.703 0.000 0.000 ~ 460.381 19.169 0.000 11.789 94.167 82.801 0.000 53...329 261.255 0.000 0.000 0.000 0.000 0.000 0.000 Q.OOQ 0.000 DEVEl. NEXT 10 YEARS (ACRES) 0.000 0.000 0.000 0.000 0.000 0.000 0...000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Q.OOQ 0.000 0.000 0.000 0.000 13.203 0.000 0.000 Q.OOQ 13.203 245.258 0.000 0.000 52.660 0.000 0.000 95AI9 393.397 17.244 0.000 0.006 34.756 86.986 0.000 4..605 143.597 0.000 0.000 0.000 0.000 0.000 0.000 Q.OOQ 0.000 DEVEl. BEYOND 10 YEARS (ACRES) 0.666 0.000 0.000 2.155 0.000 0.000 Q.OOQ 2.821 0.000 0.000 0.000 0.000 0.000 0.000 Q.OOQ 0.000 0.000 0.000 0.000 35,632 0.000 0.000 Q.OOQ 35.632 90.382 0.000 0.000 70.585 0.000 0.000 86.248 247.215 0.000 0.000 0.021 8.656 54.816 0.000 Q.OOQ 63.493 0.000 0.000 0.000 0.000 0.000 0.000 Q.OOQ 0.000 .---..----- _._- _."__ n_._...__._____________.~_____ ___ ~._.._~---_._-----_..__._._~-~--_._._._-~-- PERCENT PERCENT PERCENT OF LAND DEVelOPED DEVELOPED CURRENTLY WITHIN NEXT BEYOND DßlELoeED 10 YEARS liL'iEARS TOTAL LAND AREA (ACRES) 84.838 0.000 0.000 33.898 0.000 0.000 5...381 124.117 27.786 0.000 0.000 18.615 0.000 0.000 Q.OOQ 46.401 0.000 0.000 0,000 55.168 0.000 0.000 Q.OOQ 55.168 731.287 0.000 0.000 163.948 0.000 0.000 205.1.58 1,100.993 36.413 0.000 11.816 137.579 224.603 0.000 5L934 468.345 0.000 0.000 0.000 0.000 0.000 0.000 Q.OOQ 0.000 Page 6 of 9 67.82% 0.00% 0.00% 25.58% 0.00% 0.00% 4.~% 97.73% 59.88% 0.00% 0.00% 40.12% 0.00% 0.00% Q.OQ.% 100.00% 0.00% 0.00% 0.00% 11.48% 0.00% 0.00% Q.OQ.% 11.48% 35.94% 0.00% 0.00% 3.70% 0.00% 0.00% 2JMg 41.82% 4.09% 0.00% 2.52% 20.11 % 17.68% 0.00% 1i39% 55.78% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% QQQ% 0.00% 0.00% 0,00% 0.00% 0.00% 0.00% 0.00% Q.OQ.% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% QQQ% 0.00% 0.00% 0.00% 0.00% 23,93% 0.00% 0.00% QJ)Q% 23.93% 22.28% 0,00% 0.00% 4.78% 0.00% 0.00% 8M% 35.73% 3.68% 0.00% 0.00% 7.42% 18.57% 0.00% ~ 30.66% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% QJ)Q% 0.00% 0.54% 0.00% 0.00% 1.74% 0.00% 0.00% Il.OO% 2.27% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% Q.OO% 0.00% 0.00% 0.00% 0,00% 64.59% 0,00% 0,00% Il.OO% 64.59% 8.21% 0.00% 0.00% 6.41% 0.00% 0.00% I...83% 22.45% 0.00% 0.00% 0.00% 1.85% 11.70% 0.00% Q.OO% 13.56% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% Q.OO% 0.00% PERCENT OF TOTAL QEVELOPED 68,35% 0.00% 0.00% 27.31% 0.00% 0.00% 4..M% 100.00% 59.88% 0.00% 0.00% 40.12% 0.00% 0.00% Q.OO% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0,00% Il.OO% 100.00% 66.42% 0.00% 0.00% 14.89% 0.00% 0.00% 18..69% 100.00% 7.77% 0.00% 2.52% 29.38% 47.96% 0.00% 12.32% 100.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% Q.OO% 0.00% AREAS2WK3,6 I I I I I I ~-~---~_.----- ---------- --- TABLE A-1 City of North Richland Hills, Texas WATER AND SANITARY SEWER IMPACT FEE UPDATE REPORT LAND USE ASSUMPTION AREAS July, 1996 -.--- ---- ._._-- .---------- ___.______ _.._ _______._ _..__ .____...____._·..·__·n CENSUS LAND TRACT USE NUMBER CA TEGOR LDR MDR HDR COM IND PUB POS TOTAL I I I I I I I I I I I I I TOTAL ALL AREAS SUMMARY BY TRACTS 1132.05 1132.06 1132.07 1132.08 1132.09 1132.10 1132.11 1134.03 1136.10 1138.01 1138.05 TOTALS LDR MDR HDR COM IND PUB POS TOTAL 06/06/97, 10:38 AM EXIST. DEVEL. AREA (ACRES) 0.000 0.000 0.000 0.000 0.000 0.000 0..000 0.000 5,592.760 175.572 281.126 1,143.060 144.451 439.245 31L913 8,094.127 EXIST. DEVEL. AREA (ACRES) 1,375.332 689.534 650.398 DEVEL. NEXT 10 YEARS (ACRES) 0.000 0.000 0.000 0.000 0.000 0,000 0..000 0.000 688.534 61.122 57.173 331.801 86.986 16.155 ~ 1,378.345 DEVEL. NEXT 10 YEARS (ACRES) DEVEL. BEYOND 10 YEARS (ACRES) 0.000 0.000 0.000 0.000 0.000 0.000 QQQQ 0.000 TOTAL LAND AREA (AœES.) 0.000 0.000 0.000 0.000 0.000 0.000 QJ)QO 0.000 629.880 6,911.174 55,497 292.191 70.914 409.213 586.364 2,061.225 137.195 368.632 18.763 474.163 56.1.28.8 1 015 775 2,059.901 11,532.373 DEVEL. BEYOND 10 YEARS (ACRES) TOTAL LAND AREA (ACRES) 0.000 124.110 1,499.442 0.000 145.540 835.074 30.247 268.427 949.072 1,211.676 83.638 149.327 1,444.641 1,137.390 74.883 231.298 1,443.571 852.326 201.280 346.372 1,399.978 1,403.101 438.100 448.487 2,289.688 46.401 0.000 6.333 13.203 0.000 35.632 46.401 460.381 393.397 247.215 1,100.993 55.168 261.255 143.597 63.493 468.345 8,094.127 1,378.345 2,059.901 11,532.373 Page 70f9 _______.________ u_ .------------ ----------~._---_.- - ~---_.._---_._---- PERCENT PERCENT PERCENT PERCENT OF LAND DEVELOPED DEVELOPED OF CURRENTLY WITHIN NEXT BEYOND TOTAL DEVELOPED 10 YEARS ~'ifABS QEY'ELQI?ED 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0..00% 0.00% 48.50% 1.52% 2.44% 9.91% 1.25% 3.81% un 70.19% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% Q.QQ% 0.00% 5.97% 0.53% 0.50% 2.88% 0.75% 0.14% 1...18% 11.95% 0.00% 0,00% 0.00% 0.00% 0.00% 0.00% Q.QQ% 0.00% 5.46% 0.48% 0.61% 5.08% 1.19% 0.16% 4..8I% 17.86% PERCENT PERCENT PERCENT OF LAND DEVELOPED DEVELOPED CURRENTLY WITHIN NEXT BEYOND DEVELOPED 10 YEARS 10 YEARS 91.72% 82.57% 68.53% 83.87% 78.79% 60.88% 61.28% 100.00% 11.48% 41.82% 55.78% 0.00% 0.00% 3.19% 5.79% 5.19% 14.38% 19,13% 0.00% 23.93% 35.73% 30.66% 8.28% 17.43% 28.28% 10.34% 16.02% 24.74% 19.59% 0.00% 64.59% 22.45% 13.56% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% Q.QQ% 0.00% 59.93% 2.53% 3.55% 17.87% 3.20% 4.11% ~ 100.00% PERCENT OF TOTAL DEVELOPED 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% AREAS2.wK3. 7 I I I I I I I I I I I I I I I I I I I CENSUS LAND TRACT USE NUMBER CATEGOR 1132.05 1132.06 1132.07 1132.08 1132.09 1132.10 LOR MDR HDR COM IND PUB POS TOTAL LOR MDR HDR COM IND PUB POS TOTAL LOR MDR HDR COM IND PUB POS TOTAL LOR MDR HDR COM IND PUB POS TOTAL LOR MDR HDR COM IND PUB POS TOTAL LOR MDR HDR COM IND PUB POS TOTAL 06/06/97, 10:38 AM TABLE A-1 City of North Richland Hills, Texas WATER AND SANITARY SEWER IMPACT FEE UPDATE REPORT LAND USE ASSUMPTION AREAS July, 1996 __ ____. n_ ___~______________________.___ _'_. .n - -.--------------------- -------" --- EXIST. DEVEL. AREA (ACRES) 885.539 3.959 44.958 238.262 0.000 105.209 97.405 1,375.332 457.301 25.350 25.884 135.112 15.609 11.688 18.590 689.534 644.240 0.000 0.000 2.790 0.000 0.027 3.341 650.398 1,003.502 75.926 0.000 54.455 0.000 34.898 42.895 1,211.676 628.704 62.869 65.767 194.962 30.445 139.586 15.057 1,137.390 697.312 1.495 0.000 76.970 15.230 26.773 34.546 852.326 DEVEL. NEXT 10 YEARS (ACRES) 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 30.247 0.000 0.000 0.000 30.247 57.519 0.074 0.000 26.045 0.000 0.000 0.000 83.638 0.000 61.048 0.000 13.835 0.000 0.000 0.000 74.883 118.310 0.000 0.000 42.559 0.000 3.921 36.490 201.280 DEVEL. BEYOND 10 YEARS (ACRE.S) 3.531 0.266 21.775 81.744 0.000 7.974 8.820 124.110 9.891 4.092 11.070 11.387 0.919 0.309 107.872 145.540 55.413 0.000 0.000 8.808 0.000 0.000 204,206 268.427 79.330 0.010 0.000 61.650 0.000 0.000 8.337 149.327 1.971 33.816 15.113 72.334 74.537 0.041 33.486 231.298 182.810 17.313 0.000 63.822 6.923 7.460 68.044 346.372 TOTAL LAND AREA (ACRES) 889.070 4.225 66.733 320.006 0.000 113.183 1œ.225 1,499.442 467.192 29.442 36.954 146.499 16.528 11.997 126A62 835.074 699.653 0.000 0.000 41.845 0.000 0.027 2QLM1 949.072 1,140.351 76.010 0.000 142.150 0.000 34.898 51.232 1,444.641 630.675 157.733 80.880 281.131 104.982 139.627 48.M3 1,443.571 998.432 18.808 0.000 183.351 22.153 38.154 139J18Q 1,399.978 Page 8 of 9 -"----.- ----------~--.._.--~-_.._-- ---- - ____ ___..______ __ ___.___.._____._.~___ ____n_ ______ PERCENT PERCENT PERCENT OF LAND DEVELOPED DEVELOPED CURRENTLY WITHIN NEXT BEYOND D.f\LELQEEDtiL'ŒABS 10 YEARS 59.06% 0.26% 3.00% 15.89% 0.00% 7.02% 6M% 91.72% 54.76% 3.04% 3.10% 16.18% 1.87% 1.40% U3% 82.57% 67.88% 0.00% 0.00% 0.29% 0.00% 0.00% ~ 68.53% 69.46% 5.26% 0.00% 3.77% 0.00% 2.42% 2.9rLo 83.87% 43.55% 4.36% 4.56% 13.51% 2.11% 9.67% 1.M% 78.79% 49.81% 0.11% 0.00% 5.50% 1.09% 1.91% 2AI% 60.88% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% QOQ% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% QOQ% 0.00% 0.00% 0.00% 0.00% 3.19% 0.00% 0.00% Q.QQ% 3.19% 3.98% 0.01% 0.00% 1.80% 0.00% 0.00% Q.QQ% 5.79% 0.00% 4.23% 0.00% 0.96% 0.00% 0.00% M~ 5.19% 8.45% 0.00% 0.00% 3.04% 0.00% 0.28% 2.6.1% 14.38% 0.24% 0.02% 1.45% 5.45% 0.00% 0.53% Q.59% 8.28% 1.18% 0.49% 1.33% 1.36% 0.11% 0,04% 1292% 17.43% 5.84% 0.00% 0.00% 0.93% 0.00% 0.00% ~ 28.28% 5.49% 0.00% 0.00% 4.27% 0.00% 0.00% ~ 10.34% 0.14% 2.34% 1.05% 5.01% 5.16% 0.00% ~ 16.02% 13.06% 1.24% 0.00% 4.56% 0.49% 0.53% ~ 24.74% PERCENT OF TOTAL DEVE.LOP£D 59.29% 0.28% 4.45% 21.34% 0.00% 7.55% ZJl8% 100.00% 55.95% 3.53% 4.43% 17.54% 1.98% 1.44% üJA% 100.00% 73.72% 0.00% 0.00% 4.41% 0.00% 0.00% 2UI% 100.00% 78.94% 5.26% 0.00% 9.84% 0.00% 2.42% 3..55% 100.00% 43.69% 10.93% 5.60% 19.47% 7.27% 9.67% ~Q 100.00% 71.32% 1.34% 0.00% 13.10% 1.58% 2.73% ~ 100.00% AREAS2'wK3, 8 I TABLE A-1 City of North Richland Hills, Texas WATER AND SANITARY SEWER IMPACT FEE UPDATE REPORT I LAND USE ASSUMPTION AREAS July. 1996 ------'----- .. --- ---- -- -.-. .-. ---~--==.-=---=:;..-=-,...---=::::...:.-=---=.:..=-- - --_. - ..-.- .--- - --- ---'.._- --- I EXIST. DEVEL. DEVEL. TOTAL PERCENT PERCENT PERCENT PERCENT CENSUS LAND DEVEL. NEXT BEYOND LAND OF LAND DEVELOPED DEVELOPED OF TRACT USE AREA 10 YEARS 10 YEARS AREA CURRENTLY WITHIN NEXT BEYOND TOTAL NUMBER CA:Œ~ (ACRES) (ACRES) (ACRES) (ACRES) DE-\lELOÆO ~.EABS 10-.YßRS D£'iELOEED I LDR 833.560 250.203 206.552 1,290.315 36.40% 10.93% 9.02% 56.35% MDR 5.973 0.000 0.000 5.973 0.26% 0.00% 0.00% 0.26% HDR 132.728 57.167 22.935 212.830 5.80% 2.50% 1.00% 9.30% I COM 280.691 118.496 171.746 570.933 12.26% 5.18% 7.50% 24.93% IND 0.366 0.000 0.000 0.366 0.02% 0.00% 0.00% 0.02% PUB 121.064 12.234 2.979 136.277 5.29% 0.53% 0.13% 5.95% POS 28.719 0.000 44.275 Ik99.4 U5'¥!I o..oo'Y!I ~ 3...19% I 1132.11 TOTAL 1,403.101 438.100 448.487 2,289.688 61.28% 19.13% 19.59% 100.00% LDR 27.786 0.000 0.000 27.786 59.88% 0.00% 0.00% 59.88% MDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% I HDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% COM 18.615 0.000 0.000 18.615 40.12% 0.00% 0.00% 40.12% IND 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% PUB 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% I POS 0.000 0.000 0.000 MOO Q..QQ% QJ)Q% QJ)Q% CLOO% 1134.03 TOTAL 46.401 0.000 0.000 46.401 100.00% 0.00% 0.00% 100.00% LDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% I MDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0,00% 0.00% HDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% COM 6.333 13.203 35.632 55.168 11.48% 23.93% 64.59% 100.00% IND 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% I PUB 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% POS 0.000 0.000 0.000 Q.ooo Q..QQ% QJ)Q% QJ)Q% MO% 1136.10 TOTAL 6.333 13.203 35.632 55.168 11.48% 23.93% 64.59% 100.00% I LDR 395.647 245.258 90.382 731.287 35.94% 22.28% 8.21% 66.42% MDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% HDR 0.000 0.000 0.000 0.000 0.00% 0,00% 0.00% 0.00% COM 40.703 52.660 70.585 163.948 3.70% 4.78% 6.41% 14.89% I IND 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% PUB 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% POS 24.031 95.479 86.248 205...I58 2.18.% 8J2.Z% L83% 18.&9% 1138.01 TOTAL 460.381 393.397 247.215 1,100.993 41.82% 35.73% 22.45% 100.00% I LDR 19.169 17 .244 0.000 36.413 4.09% 3.68% 0.00% 7.77% MDR 0.000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% HDR 11.789 0.006 0.021 11.816 2.52% 0.00% 0.00% 2.52% I COM 94.167 34.756 8.656 137.579 20.11 % 7.42% 1.85% 29.38% IND 82.801 86.986 54.816 224.603 17.68% 18.57% 11.70% 47.96% PUB 0,000 0.000 0.000 0.000 0.00% 0.00% 0.00% 0.00% POS 53.329 4.605 0.000 ~ 1L3.9% ~ CLOæ& 1L3riII I 1138.05 TOTAL 261.255 143.597 63.493 468.345 55.78% 30.66% 13.56% 100.00% I Page 9 of 9 I I 06106/97, 10:38 AM AREAS2WK3,9 I I ..... 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CO 0 I I TABLE A-3 CITY OF NORTH RICH LAND HILLS AND WATAUGA WATER SYSTEM SEPARATION STUDY I EXPERIENCED PUMPJNG.DATA.EROMNRHJŒCORœ TO THRCC AND TEXAS WAIEIt~OMMISSIOJII AVG. PEAK MONTH DESC. 1188189 1989190 1990/91 1991L92 1992/93 1993L94 1~ 1.995l11 YEAR YEAR AUG. TOTAL MONTH 432.09 327.69 344.98 319.25 301.28 528.67 423.09 388.00 383.13 301.28 I PEAK DAY 18.80 15.17 15.67 14,59 13.91 22.17 17.47 15.40 16.65 13.91 CUST. COUNT 19,672 20.118 20,890 21.622 22,330 22.728 23,218 25,004 21.948 22.330 SEPT. TOTAL MONTH 260.55 303.59 320.39 212,67 258.41 374.41 280.88 330.66 292.70 258.41 PEAK DAY 12.76 15.84 14.82 9.00 13.26 19.08 12.58 17.23 14.32 13.26 I CUST. COUNT 19,788 20.258 20,902 21,616 22.434 22.728 23.485 23,650 21.858 22,434 OCT. TOTAL MONTH 228.67 275.78 237.27 266.68 251.39 270.07 258.78 319.88 263.57 251.39 PEAK DAY 9.88 10.80 11.46 10.98 11.85 11.91 12.51 13.04 11.55 11.85 I CUST. COUNT 19,818 20,267 21,147 21,616 22,493 22,800 24,093 23,756 21.999 22,493 NOV. TOTAL MONTH 200.52 208.35 197.25 182.17 201.18 227.41 206.83 248.74 209.06 201.18 PEAK DAY 9.15 8.39 7.77 8,10 7.80 8.76 11.50 10.49 9.00 7.80 CUST. COUNT 19.852 20.302 21.151 22.028 22,473 22.764 23,366 23.641 21.947 22,473 I DEC. TOTAL MONTH 209.99 209.14 200.55 183.69 201.03 220.57 210.93 234.10 208.75 201.03 PEAK DAY 9.39 9.63 7.16 7.25 7.11 7.96 8.20 10.65 8.42 7.11 CUST. COUNT 19.861 20.359 21.163 21.180 22.489 22.826 25.465 23,561 22.113 22,489 I JAN. TOTAL MONTH 175.94 186.72 192.17 162.63 181.08 212.71 194.77 224.26 191.29 181.08 PEAK DAY 7.29 7.09 7.55 7.00 6.74 7.70 7.74 9.37 7.56 6.74 CUST. COUNT 19.745 20,389 21.258 22.012 22.490 23,045 23.282 23.779 22.000 22,490 I FEB. TOTAL MONTH 170.71 165.25 170.60 159.49 167.14 188.79 178.01 239.10 179.89 167.14 PEAK DAY 8.26 8.11 6.85 7,24 7.15 8.05 7.99 11.51 8.15 7.15 CUST. COUNT 19.727 20.378 21,266 22,032 22.845 23,185 23.200 23.674 22,038 22,845 MAR TOTAL MONTH 237.49 188.38 202.57 180.17 205.91 208.09 209.55 268.16 212.54 205.91 I PEAK DAY 10.54 7.23 7.91 7,29 7.19 9.08 8.87 11.99 8.76 7.19 CUST. COUNT 19.806 20.394 21,316 22.115 22,545 23,047 23,397 23,800 22,053 22,545 APR. TOTAL MONTH 221.90 181.79 205.23 200.26 220.47 258.06 210.56 263.21 220.18 220.47 I PEAK DAY 10.13 6.80 8.92 9.24 9.77 13.60 9.55 13.08 10.14 9.77 CUST. COUNT 19,815 20,404 21,319 22.183 22,550 23,149 23.233 23.832 22,061 22,550 MAY TOTAL MONTH 251.50 223.98 206.82 227.35 286.17 228.12 246.10 430.35 262.55 286.17 PEAK DAY 13.72 9.29 11.15 11.99 13.04 10.88 10.48 19.29 12.48 13.04 I CUST. COUNT 19,986 20,601 21.428 22.202 22,742 23,260 23,475 23.929 22.203 22.742 JUNE TOTAL MONTH 236.38 354.41 260.34 240.05 345.35 360.90 344.97 411.48 319.24 345.35 PEAK DAY 10.77 15.99 11.94 13.41 14.42 18.13 16.73 19.56 15.12 14.42 CUST. COUNT 20,102 20,622 21,814 22,288 22,700 23,394 23.709 24,013 22,330 22,700 I JULY TOTAL MONTH 327.83 361.77 399.38 350.48 572.96 345.17 404.31 437.81 399.96 572.96 PEAK DAY 14.35 17.36 18.91 16.18 23.28 17.42 17.54 23.74 18.60 23.28 CUST. COUNT 20,111 20,745 21,515 22,404 22.804 23,217 23,503 24,037 22.292 22,804 I TOTAL YEAR (MGD) 2,953.57 2.986.85 2.937.55 2,684.89 3.192.37 3,422.97 3,168.78 3.795.75 3.142.84 3.192.37 AVG.DAY 8.09 8.18 8.05 7.36 8.75 9.38 8.68 10.40 8.61 8.75 PEAK DAY 18.80 17.36 18.91 16.18 23.28 22.17 17.54 23.74 18.60 23.28 I PEAK DAY CUST. 19.672 20,745 21.515 22.404 22,804 22,728 23.503 24.037 22,292 22,804 AVE. CUSTOMERS 19,857 20,403 21,264 21.942 22.575 23,012 23.619 23,890 22,070 22,575 AVG. DAY/CONN. 407.51 401.07 378.48 335.25 387.44 407.53 367.57 435.31 390.14 387.44 PEAK DAY/CONN. 955.67 836.83 878.92 722.19 1,020.87 975.45 746.29 987.64 834.38 1,020.87 I PEAK/AVERAGE 2.35 2.09 2.32 2.15 2.63 2.39 2.03 2.27 2.14 2.63 RAINFALL (INCH) 25.04 39.95 45,27 53.54 42.19 32.88 44,1 35.39 42.19 Avg. Pop @ 3.12 People/Conn. 61,377 64,724 67,127 69,900 71,148 70,911 73,329 74,995 69,551 71,148 I Gallons / Capital/ Day : Avg. Day@ 3.12 People/Conn. 130.61 128.55 121.31 107.45 124.18 130.62 117.81 139.52 125.05 124.18 I Max. Day @ 3.12 People/Conn. 306.31 268.21 281.71 231.47 327.20 312.64 239.19 316.55 267.43 327.20 Max. Day @ 2.4 x Avg. Day 313.47 308.52 291.14 257.88 298.03 313.48 282.75 334.85 300.11 298.03 Peak Hr. @ 1.85 Demand (3.12) 566.67 496.20 521.16 428.22 605.33 578.39 442.51 585.62 494.74 605.33 I Peak Hr. @ 1.85 x 2.4 x Avg. Day 579.92 570.76 538.61 477.08 551.35 579.94 523.08 619.47 555.21 551.35 Date: 06106197. 10:40 AM File: 10YRPUMPWK4, Page 1 I TABLE A~ CITY OF NORTH RICH LAND HILLS AND WATAUGA I WATER YSTEM SEPARATION STUDY FOR IMPACT FEE UPDATE REPORT EXPERIENCED WATER SYSTEM PUMPAG£ (PURCHASES) VERSUS BlWNG (CONSUMPTION) AND LOSS RATE CAlCULA1ION TOTAL LOSS WATER HRH WATAUGA TOTAL SYS1EII %OF PURCH. WATER BILLED WATER IIILLED WA TER BILLED LOSS TOTAL I YEAR MONTH (MOO) ~c.E.I (MOD) (%TOTAIJ (1000 C.F ,) (MGDI l'llo TOTAL! l1J1OO C.F~ (MGOJ IMGD) I'UllPED 1988 AUG 432 .09 31.329 234 34 78.2e'MI 8.705 e5.11 21.7.'MI .0.034 29U5 132.&1 3O.70'!10 1988 SEPT. 2eO.55 30.123 225 32 83.99% 5.7.1 .2~ 18.01'M1 35.8&1 2682e (771) ·298'M1 1988 OCT. 228.87 22.&12 189.36 7201'M1 8.803 85.85 27.99% 31....5 235.21 (8.504) ·2.88% 1988 NOV. 200.52 15.751 117.82 72.7.'MI 5.902 ....15 272e'111 21.e53 18198 36.58 1923% 1988 DEC. 209.99 19.523 1<18.03 78_ 5.983 ....80 23..0'!I0 25.<188 190.&1 19.35 9.22% I 1989 JAN. 175.~ 18.930 12e.&I 7..25'M1 5.872 .3.92 25.75'M1 22.802 170.58 5.36 3.06'M1 1989 FEB 170.71 17.OS7 127.59 71.11% 8.930 51&1 28.89% 23.987 17U2 (8.71) -5.10'!10 1989 MAR. 237..9 1..988 111.98 78.7.% ..536 33.93 23.2e'111 19.5001 1.5.89 91.80 3657% 1989 APR. 221.9 18.2.2 136..5 7..81'M1 8.1.3 .595 25.19% 2..385 182..0 39.50 17.80% 1989 MAY 251.5 22.180 185.78 78.23% 8.910 51.89 23.77% 29.070 217.... 34.06 13504% 1989 JUNE 23639 23.985 179..1 75.38% 7.&4<4 58.87 24.&1% 31.829 238.08 (1.70) ~.72'111 I 1989 JULY 327.83 2e.<188 198.13 80.53% 8..05 .791 19..7% 32.893 2<18.0. 81.79 2..95% ANNUAL TOTAL 2953.57 259.198 1.938.80 78..7% 79.7504 598.58 23.53% 338.952 2.53536 .18.21 1.18% 0 1989 AUG. 327.89 30.<180 227.&1 7..38% 10.501 78.55 25.&1% .0.981 308.39 21.30 8 5O'MI 1989 SEPT 303.59 33.m 252.85 79.58% 8.888 &1.82 20..2% .2....3 317..7 (13.88) ".57% I 1989 OCT 275.78 25.388 189.7. 73.20% 9.288 89..7 28.80% 34.8504 259.21 18.57 8.01% 1989 NOV. 208.35 23,2OS 173.57 7..504% 7.928 59.29 25.<18% 31.131 232.88 (2..51) ·1178'M1 1989 DEC. 209.1. 19,0.9 1.2..9 73..1% 8.899 5180 28.59% 25.9<18 1~.09 15.OS 7.20% 1990 JAN. 188.72 19.1.3 1.3.19 7..00% 8,725 50.30 28.00% 25,8e8 193..9 (8.77) -3.83% 1990 FEB. 185.25 19.591 1<18.504 80.34% ..795 35.87 19.88% 2.,388 182..1 (17.18) ·1038% 1990 MAR. 188.38 18,303 136.91 72.78'M1 8.8504 51.27 27.2.% 25.157 188.17 0.21 0.11'M1 1990 APR. 181.79 18.805 125.70 73.99% 5.909 "'.20 28.01% 22,71. 189.90 1U9 8.504'M1 I 1990 MAY 223.98 18,533 123.87 7..15'M1 5,785 ~.12 25.85% 22,298 188.79 57.19 25 53% 1990 JUNE 35,U1 30,5048 228.50 81.~'MI 8,733 50.36 18.06% 37,281 278.88 75.55 21.32% 1990 JULY 36177 <18,928 351.02 8153'M1 10,833 79.53 18..7% 57,581 .30.58 (88.79) -1901% ANNUAL TOTAL 2988.85 299,708 2.2.,82 78.77% 9O,8~ 676.39 23.23% 390,.02 2.920.21 88.&t 2.23% 0 I 1990 AUG. ~98 29,601 22U2 70.87'M1 12,267 91.91 29.33% .1,888 313.32 31.88 9.18% 1990 SEPT. 320.39 37,~1 279.98 78.36'M1 11,591 88.70 23.&t% .9,022 388.88 (<18.29) -1...5% 1990 OCT. 237.27 22,357 187.23 7..01'M1 7,852 58.73 25.99% 30.209 225.98 11.31 ..77% 1990 NOV. 197.25 20,379 152..3 7..85'M1 6.&46 51.21 25.15% 27.225 203.&t (6.39) -3.2.% 1990 DEC. 200.55 18,985 1.1.88 71.73'110 7,.75 55.91 28.27% 28,"'0 197.77 2.78 1.39% 1991 JAN. 19217 20,.91 153.27 79.10'!10 5..15 .0.50 20.90% 25,908 193.78 (1.81) .0.&1% 1991 FEB. 170.6 18.923 126.58 71.&1'110 8,699 50.11 28.36% 23.822 178.89 (8.09) -3.57% I 1991 MAR. 202.57 18,872 12..71 70.OS% 7,127 53.31 29.95% 23.799 178.02 2..55 12.12% 1991 APR. 205.23 22,5040 188.60 77. 93% 8.383 .7.7. 22.07% 28.923 218.34 (11.11) -5..2% 1991 MAY 208.62 21,791 183.00 7..98% 7.281 504.<18 25.0.% 29.072 217.<18 (10.&1) -5.1.% 1991 JUNE 2eO.34 22.022 1&t.72 7..88'110 7,.75 55.91 25.34% 29..97 22O.&t 39.70 15.25% 1991 JULY 399.38 35,911 268.81 82.00% 7,883 58.96 18.00% .3,7~ 327.58 71.80 17.98% I ANNUAL TOTAL 2937.55 285,083 2,132..2 75.1.% ~,31. 705..7 2..88% 379.397 2.837.89 99.88 3.39% 1991 AUG. 319.25 37,756 282..1 75.11% 12,51. 93.80 2..89% 50,270 378.02 (56.77) -1778% 1991 SEPT. 212.87 25,518 190.88 70....% 10,710 80.11 29.56% 36,226 270.97 (58.30) -27..1% 1991 OCT. 268.88 2.,.98 183.25 77.504'110 7,095 53.07 22.<18% 31,593 236.32 30.36 11.39% 1991 NOV. 182.17 22.357 187.23 72.70'!10 8,397 82.81 2730% 30.7504 230.0. (.7.87) -28.28% 1991 DEC. 183.89 19,<187 1.5.81 7..88% 8.529 <18.&1 25.12% 25.998 1~..5 (10.78) -5.88% I 1992 JAN. 182.83 19,077 1.2.70 72.89% 7,188 53.60 27.31% 28.2.3 196.30 (33.87) -20.70'!10 1992 FEB. 159..9 17.383 130.02 78.13% 5,0450 .0.77 23.87% 22.833 170.79 (11.30) -7.09% 1992 MAR. 180.17 20,3043 152.17 75.OS% 8,7&1 50.59 2..95% 27.107 202.76 (22.59) -12.504% 1992 APR. 200.26 20,136 150.82 75..3% 6,560 .9.07 2..57% 26,698 199.69 0.57 0.29% 1992 MAY 227.35 25,279 189.09 78.28% 7.012 52..5 21.72% 32,291 2.1.504 (1..19) -6.2.% 1992 JUNE 2.0.05 22.068 185.07 70.77% 9.115 88.18 29.23% 31.183 233.25 6.80 2.63% I 1992 JULY 350..8 31,1.1 232.93 60.72% 7,.36 55.62 19.28% 38.577 288.56 61.92 17.67% ANNUAL TOTAL 26&489 285.021 2,131.98 75.OS% ~.7<18 708.72 2..95% 379,769 2.8040.87 (155.78) -5.80% 1992 AUG. 301.28 29.367 219.67 73.91'M1 10.388 77.55 26.09% 39.735 297.22 ..06 1.35% 1992 SEPT. 258..1 28.287 211.59 7..93% 9.<183 70.78 2507% 37,750 28237 (2396) -9.27% 1992 OCT 251.39 23,90<4 178.80 73.99% 8,.02 62.85 26.01% 32,306 2.165 9.7. 387% I 1992 NOV. 201.18 21,851 163..5 76.56% 6,691 50.05 23.44% 28,5042 213..9 (12.31) -6.12% 1992 DEC. 201.03 20,811 1504.17 75.<18% 6,702 50.13 2..504% 27.313 20..30 (3.27) -1.63% 1993 JAN. 181.08 29.346 219.52 81.<18% 6.881 .9.97 18.504% 36.029 289.50 (88.2) -0\6.63% 1993 FEB. 1671. 16,1'" 135.72 75.67% 5,833 .3.63 2..33% 23.977 179.35 (12.21) -730% 1993 MAR. 205.91 27,307 20..26 80.78'110 6,.97 <18.60 19.22% 33,8004 252.85 (<18.~) -22.60% 1993 APR. 220..7 19,505 1.590 78.03'110 5..91 .1.07 21.97% 2.,998 188.97 33.50 15.19% I 1993 MAY 286.17 2.,.29 182.73 75.02% 8.136 80,86 2..98% 32.565 243.59 .2.58 14.88% 1993 JUNE 345.35 37,800 281.25 79.95% 9,427 70.51 20.05% 47.027 351.78 (8,41) -1.88% 1993 JULY 572.98 ....0.5 329.<18 79.<18% 11.388 85.03 20.52% 55,413 .1..49 158.47 27.88% ANNUAL TOTAL 3192.37 324,398 2,426,50 77.34% 95,OS9 711,0. 22.86% .19,.57 3,137.504 504,63 1.72% 1993 AUG. 528.87 .7,373 3504.35 78.59'!1o 1.,<183 108.33 23,41% 81,856 <182.88 85,99 12.48% I 1993 SEPT. 374.41 <18,827 346.77 79.53'M1 12,003 89.78 20,.7% 58.830 .38.55 (&1.14) -17.13% 1993 OCT. 270.07 29,400 219,91 77. 77'M1 8,<402 82.85 22.23% 37,802 282.78 (12.89) ".70% 1993 NOV. 22H1 20,520 153.49 73.&1% 7,269 504.37 26,16% 27,789 207.88 19.55 8.80% 1993 DEC. 220.57 18,81. 1.0.73 7..33% 8,497 48.60 25.67% 25,311 189.33 31,2. 1.,16% 19~ JAN. 212.71 20,431 152.82 76..2% 6,3004 .7.15 23.58% 26.735 199.96 12.73 5.99% 191M FEB. 188.79 19,396 1.5.08 7..39% 6,679 49,96 25.61% 26.075 195.0. (6.25) -3,31% I 19~ MAR. 208.09 18,068 135.13 71.88% 7,067 52,86 28.12% 25,133 187.99 20.10 9.66% 191M APR. 258,06 25,199 188.49 78.21% 7,019 52.50 21,79% 32,218 2.0.99 17.07 6.61% 191M MAY 228.12 30,398 227.38 74.63% 10,332 77.28 25,37% .0,730 3004.66 (78504) -33.55% 191M JUNE 360.9 27.132 202.95 75.75% 8,887 &t.98 24.25% 35.819 287.93 92.97 25.76% 191M JULY 345.17 32,930 2<18.32 80..5% 6,00<1 59.67 19.55% .0,934 306.19 3898 11.29% I ANNUAL TOTAL 3422.97 338.286 2,515..2 78.80% 102,748 768,504 23.40% .39,032 3.26398 139.01 ..06% 191M AUG. .23.09 <40,515 303.OS 77. 93% 11.473 85.82 22,07% 51,988 388.87 34.22 8.09% 191M SEPT. 280.88 35,622 268..5 72.02% 13.637 103.50 27 98% .9,.59 369.95 (89.07) -31.71% 191M OCT. 258.76 24,5049 183.63 73.11% 9,028 67.53 26.89% 33,577 251.16 7.82 2.95% 191M NOV. 206.83 23,&4<4 179.10 70.21% 10,158 75.98 29.79% 34,102 255.08 (<18.25) -23.33% 191M DEC. 210.93 17.957 134.32 71.78% 7,060 52.81 28.22% 25,017 187.13 23.80 11.28% I 1995 JAN. 1~.77 23.7OS 177.31 75.OS% 7,882 58.96 2..95% 31.587 236.27 ("50) ·21.31% 1995 FEB. 17801 18.109 135.48 73.52% 6,521 .878 26,48% 2..630 11104.23 (6.22) -3.SO% 1995 MAR. 209.55 19,.59 1.5.55 75.~'14. 8,1&t 4811 2..06% 25.823 191.66 1789 8.504% 1995 APR. 210.56 22.299 188.80 78.06% 7,017 52..9 23.~'14. 29.316 219,28 (8.72) ".14% 1995 MAY 2<18.1 21,960 1&1.26 76.36% 6,799 SO.86 23.&t% 28.759 215.12 30.96 12.59% 1995 JUNE ~.97 33.063 247.31 7967% 8,.35 63.09 20.33% 41.498 310..1 34.56 10.02% I 1995 JULY .4( . .31 36,086 269.92 78.75% 10.931 81.78 23.25% 47.017 351.69 52.62 13.02% ANNUAL TOTAL 3168.78 317,268 2.373.16 75.08% 105,305 78768 2..92% 422.573 3.160.65 7.93 0.25% 7-YEAR TOTALS 21,3046.96 2,106,962 15,760.08 78.08% 882,620 4,956<40 23.92% 2,769,582 20.716.7 630.51 2.95% I Date 06106/97, 1040 AM Füe. 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E " Il. co c: o = ~ .. 1:¡ w :E « ; g ,..: '" ëõ o ¡g I I I I I I I I I I I I I I I I I I I ------ìABLE A·7~------------- CITY OF NORTH RICHLAND HILLS AND WATAUGA WAIEftSYSIEMANA~Y_S1SJ)EMAND_RAIES~NOnY~LUMES BASED.o~ ÇURBENTnANDPRQ.J-.E.CIEDYEAR .2006_0EMANDRATES --------~- ,.- ----------~-----_. -- --,.-------- ITEM Water Connections People Per Connection Estimated Population Average Day Rate (GaLlConn,) Average Day Demand (MGD) Peak Day Rate (GaLlConn.) Peak Day Demand (MGD) Peak Hour Rate (GaLlConn.) Peak Hour Demand (MGD) ----- - -----~- ----- -.---- - .-.-- --.----- --'" ..----- - - - - '-----.---' _.'. -..-. - -----~---_._- - ,------ CURRENT YEAR20~ WATAUGA--- nNRH -. -- TóTAC--vv~TA_UGA--NR.rn_--tOTAL--- 7,413 16,624 24,037 10,000 26,180 36,180 3,00 3.17 3.12 3.00 3,17 3,12 22,239 52,704 74,995 30,000 83,000 113,000 434.12 434.12 434.12 438,00 438.00 438.00 3.22 7.22 10.44 4.38 11.47 15.85 987.44 987.44 987.44 1,050,00 1,050.00 1,050.00 7,32 16.42 23.74 10,50 27.49 37.99 1,826.76 1,826.76 1,826.76 1,942,50 1,942.50 1,942,50 13.54 30.37 43.91 19.43 50.86 70.28 DEMAND RATE FACTORS AND TOTAL FLOWS USED IN EXTENDED PERIOD SIMULATIONS BASED ON PEAK DAY RATES CALCULATED ABOVE DISTRIBUTED OVER A 24·HOUR PERIOD 1, 8:00 am 2, 9:00 am 3. 10:00 am 4. 11:00 am 5. 12:00 pm 6. 1:00 pm 7. 2:00 pm 8. 3:00 pm 9. 4:00 pm 10. 5:00 pm 11. 6:00 pm 12. 7:00 pm 13. 8:00 pm 14. 9:00 pm 15. 10:00 pm 16. 11:00 pm 17. 12:00 am 18. 1 :00 am 19. 2:00 am 20. 3:00 am 21, 4:00 am 22. 5:00 am 23. 6:00 am 24. 7:00 am Date: 06/06/97, 10:42 AM HOURLY RATE FACTOR CURRENT YEAR 2006 (1.85 PEAK) WATAUGA NRH TOTAL WATAUGA NRH TOTAL 24,00 check: 1.03 1.17 1.24 1.26 1.22 1.16 1.13 1.17 1.20 1.28 1.45 1,70 1.85 1.60 1.10 0.80 0.68 0.42 0.38 0.32 0.28 0.31 0.43 0.82 7.54 8.56 9.08 9.22 8,93 8.49 8.27 8.56 8,78 9,37 10,61 12,44 13.54 11.71 8,05 5.86 4.98 3.07 2.78 2.34 2.05 2.27 3.15 6.00 7.32 7,32 16,91 19,21 20,35 20,68 20,03 19.04 18.55 19.21 19,70 21,01 23.80 27.91 30.37 26.26 18.06 13.13 11.16 6.89 6.24 5,25 4.60 5.09 7.06 13.46 16.42 16.42 24.45 27.77 29.43 29,91 28,96 27.53 26.82 27.77 28.48 30.38 34.42 40,35 43.91 37.98 26,11 18,99 16.14 9.97 9,02 7.60 6.65 7.36 10.21 19.46 23.74 23.74 10,82 12,29 13,02 13,23 12,81 12.18 11.87 12.29 12.60 13.44 15.23 17,85 19.43 16,80 11,55 8.40 7.14 4.41 3,99 3.36 2.94 3,26 4.52 8.61 10.50 10.50 28.31 32.16 34.09 34.64 33.54 31.89 31.06 32.16 32.99 35.19 39.86 46.73 50.85 43,98 30,24 21.99 18.69 11.55 10.45 8.80 7.70 8,52 11.82 22,54 27.49 27.49 39.13 44.45 47.11 47.87 46.35 44.07 42.93 44.45 45.59 48.63 55.08 64.58 70.28 60,78 41.79 30.39 25.83 15.96 14.44 12,16 10,64 11.78 16,34 31,15 37,99 37.99 File: RATE2006.wK4, Page 1 I I I I I I I I I I I I I I I I I I I ------- IÄB[EA-8 - _______u_~___ CITY OF NORTH RICHLAND HILLS AND WATAUGA WA TERSYSIEMANALYSISDEMAND RATES ANDYOLUMES BASED_OtiCJJßBEtfLANO PROJEC]·EO DEMAttLtRA'ŒS -------- .------ ----_._~-----_._----- -- ITEM Water Connections People Per Connection Estimated Population Average Day Rate (GaI.lConn.) Average Day Demand (MGD) Peak Day Rate (GaI.lConn.) Peak Day Demand (MGD) Peak Hour Rate (GaI.lConn.) Peak Hour Demand (MGD) ._'.._._. _".0- __.._.___ _____________.n ___n._ _.__ ...__._~__._ _____~___________~_ _ __________ __._.. - ____on ____ CURRENT ULTIMATE -WATAUG¡- --.. t·.-RH-----tÖfÃL-WATÁUGA----~fRtC- .f<i!~ç_-= 7,413 16,624 24,037 10,000 30,000 40,000 3.00 3.17 3.12 3.00 3.17 3.13 22,239 52,643 74,995 30,000 95,000 125,000 434.12 434.12 434,12 438.00 438.00 438,00 3.22 7.22 10,44 4.38 13.14 17,52 987.44 987.44 987.44 1,050.00 1,050.00 1,050.00 7.32 16.42 23,74 10.50 31.50 42.00 1,826.76 1,826.76 1,826.76 1,942.50 1,942.50 1,942.50 13.54 30.37 43.91 19.43 58.28 77.70 DEMAND RATE FACTORS AND TOTAL FLOWS USED IN EXTENDED PERIOD SIMULATIONS BASED ON PEAK DAY RATES CALCULATED ABOVE DISTRIBUTED OVER A 24-HOUR PERIOD 1. 8:00 am 2. 9:00 am 3. 10:00 am 4. 11:00 am 5. 12:00 pm 6. 1:00 pm 7. 2:00 pm 8. 3:00 pm 9. 4:00 pm 10. 5:00 pm 11. 6:00 pm 12. 7:00 pm 13. 8:00 pm 14. 9:00 pm 15. 10:00 pm 16. 11:00pm 17. 12:00 am 18. 1 :00 am 19. 2:00 am 20. 3:00 am 21. 4:00 am 22. 5:00 am 23. 6:00 am 24. 7:00 am Date: 06/06/97,10:42 AM HOURLY RATE FACTOR CURRENT ULTIMATE (1.85 PEAK) WATAUGA NRH TOTAL WATAUGA NRH TOTAL 1.03 1.17 1.24 1.26 1,22 1.16 1.13 1.17 1.20 1.28 1,45 1,70 1.85 1,60 1.10 0.80 0,68 0.42 0.38 0.32 0.28 0.31 0.43 0.82 24.00 check: 7.54 8.56 9.08 9.22 8.93 8.49 8,27 8.56 8.78 9.37 10.61 12.44 13.54 11.71 8.05 5.86 4.98 3.07 2.78 2.34 2.05 2.27 3.15 6.00 7.32 7.32 16.91 19.21 20,35 20.68 20.03 19.04 18,55 19.21 19.70 21,01 23.80 27.91 30.37 26.26 18,06 13.13 11.16 6.89 6,24 5,25 4.60 5.09 7.06 13.46 16.42 16.42 24.45 27.77 29.43 29,91 28.96 27.53 26.82 27.77 28.48 30.38 34.42 40.35 43.91 37.98 26,11 18.99 16.14 9.97 9.02 7.60 6.65 7.36 10.21 19.46 23.74 23.74 10.82 12.29 13.02 13.23 12.81 12.18 11.87 12.29 12.60 13.44 15.23 17,85 19.43 16,80 11.55 8.40 7.14 4,41 3.99 3.36 2.94 3.26 4.52 8.61 10.50 10.50 32.45 36.86 39.06 39.69 38.43 36.54 35.60 36.86 37,80 40.32 45,68 53.55 58.28 50,40 34.65 25,20 21.42 13.23 11.97 10.08 8.82 9.77 13.55 25.83 31.50 31.50 43.26 49,14 52.08 52.92 51,24 48.72 47.46 49.14 50.40 53,76 60.90 71.40 77.70 67.20 46.20 33.60 28,56 17,64 15.96 13.44 11.76 13.02 18.06 34.44 42.00 42.00 File: RATESWK4, Page 1 I I I I I I I I I I I I I I I I I I I July 31, 1997, 3-434. Water and Wastewater Impact Fee Update Study WA TER AND WASTEWA TER SYSTEM IMPACT FEE UPDA TE CALCULA TIONS TABLE A-9 Land Use Data by Sewer Sub-Areas From the NRH G./.S. Database I I I I I I I I I I I I I I I I I I I Feb 21 21:21 1991 /e/nrh/434/lllU_01totel.txt p... 2 IASI..£ A· c¡ 02/21/91 PAGE 3,434 woes) IMPACT - DETAIL TOTALS of LAND USE by BRANCH lAME BIWICH LAND TOTAL EXIST DEVELOPED EXIST M fUTURE ADD'L M ULT ULTIMATE ADD'L ULT NAME USE ACRES P-DEN ACRES POP P-DEN AtaES FUT'P POP P-DEN ACRES ULT-P POP LDR 36.416 6.60 19.113 121 8.39 11.242 145 211 8.21 0.000 0 211 HDR 0.043 33.58 0.043 1 50.00 0.000 0 1 50.01 0.000 0 1 C~ 84.241 8.00 41.586 381 8.00 34.196 214 654 8.00 2.459 20 614 IND 56.011 10.00 1.691 T7 10.00 29.116 291 314 10.00 18.663 181 561 POS 51.902 1.00 53.268 53 1.00 4.634 5 sa 1.00 0.000 0 sa -----..--- AAAAA --...--... ____e. AAAAA .---.-..-. ..-..- ____e. AAAAA ---......_ ____e. ---... 81 234.613 6.56 121.161 639 1.01 as .119 120 1,359 1.05 21.122 206 1,565 v MDR 11.168 33.58 11 .742 394 50.00 0.021 1 396 50.01 0.000 0 396 CCII 13.552 8.00 9.513 T7 8.00 3.918 32 108 8.00 0.000 0 108 IND 123.042 10.00 39.931 399 10.00 11.109 111 1,110 10.00 12.003 120 1,230 ---------- AAAAA ---------- ------ AAAAA .---.-.--- ------ ____e. AAAAA ---.-_..__ ------ ------ 81-1 148.362 11.90 61.246 810 13.63 15.114 144 1,614 13.63 12.003 120 1,134 ,r- HOR 6.628 33.58 6.628 223 50.00 0.000 0 223 50.01 0.000 0 223 CCII 2.141 8.00 2.141 11 8.00 0.000 0 11 8.00 0.000 0 11 POS 23.659 1.00 23.659 24 1.00 0.000 0 24 1.00 0.000 0 24 ------.--. AAAAA ---.-.-..- ---... AAAAA -.-.---.-- -..--- .----- AAAAA ------.--- -----... ------ 82 32.435 12.65 32.435 263 16.15 0.000 0 263 16.15 0.000 0 263 / LDR 83.569 6.60 83.034 548 8.39 0.000 0 548 8.21 0.535 4 552 MDR 4.451 33.58 4.451 150 50.00 0.000 0 150 50.01 0.000 0 150 CCII 10.115 8.00 10.115 86 8.00 0.000 0 86 8.00 0.001 0 86 PU8 38.010 4.00 30.236 121 4.00 0.000 0 121 4.00 1.834 31 152 POS 51.232 1.00 51.219 51 1.00 0.000 0 51 1.00 0.013 0 51 ---------- AAAAA --------.- ----.- AAAAA -------.-- ------ ------ AAAAA ---------- ........... .. '"'..---- 82·1 194.104 6.82 185.120 962 8.68 0.000 0 962 8.60 8.384 36 998 ( LDR 41.626 6.60 41.350 313 8.39 0.000 0 313 8.21 0.215 2 315 POS 30.589 1.00 0.902 1 1.00 0.000 0 1 1.00 29 .686 30 31 ---------- AAAAA ------.--- ------ AAAAA .--------- .----- ---.-. AAAAA ---...-..- ------ ------ 83 18.214 5.00 48.253 313 6.28 0.000 0 313 6.15 29.962 32 345 v' LOR 15.604 6.60 14.928 99 8.39 0.000 0 99 8.21 0.616 6 104 MOR 22.07'9 33.58 21.844 134 50.00 0.000 0 134 50.01 0.236 12 145 CCII 14.414 8.00 5.696 46 8.00 0.000 0 46 8.00 8.118 10 116 PU8 0.031 4.00 0.031 0 4.00 0.000 0 0 4.00 0.000 0 0 ---.---.-- AAAAA ---.------ ---..- AAAAA ----....-- -..---- ------ AAAAA ---------- ------ ____e. 83·1 52.188 13.12 42.498 818 11.83 0.000 0 818 11.15 9.690 88 965 .r' LOR 39.106 6.60 39.106 262 8.39 0.000 0 262 8.21 0.000 0 262 POS 2.185 1.00 2.185 2 1.00 0.000 0 2 1.00 0.000 0 2 ---------- AAAAA ---------- ------ AAAAA ---------- ------ ------ AAAAA ----.----- ........... ... ------ 83'2 41. 891 5.55 41.891 264 1.00 0.000 0 264 6.86 0.000 0 264 ./ LOR 112.454 6.60 112.454 142 8.39 0.000 0 142 8.21 0.000 0 142 CCII 14.005 8.00 14.005 112 8.00 0.000 0 112 8.00 0.000 0 112 I I I I I I I I I I I I I I I I I I I Feb 21 21:27 1997 /e/nrh/434/taau_01total.txt p... ] 02/21/97 PAGE 2 ].434 y. (S) IMPACT . DETAIL TOTALS of LAND USE ~ 8IWICH NAME 8IWICH LAIID TOTAL EXIST DEVELOP£ ) EXIST FUT FUTUIE ADI)'L FUT ULT UlTIMATE MID'L ULT NAME USE ACltES P·DEN ACRES POP P-DEN AClES FUT·P POP P·O£. ACRES UU·p POP PUB 0.021 4.00 0.021 0 4.00 0.000 0 0 4.00 0.000 0 0 POS 1.456 1.00 1.456 1 1.00 0.000 0 1 1.00 0.000 0 1 ---------- AAAAA ---------- ------ AAAAA -------..- ------ -...-- AAAAA .------... ...--- ------ 83-3 127.937 5.62 127.937 856 6.82 0.000 0 856 6.10 0.000 0 856 ./ LDR 0.066 6.60 0.061 0 8.39 0.000 0 0 8.21 0.005 0 0 POS 34.238 1.00 0.638 1 1.00 0.000 0 1 1.00 33.599 34 34 --------.. AAAAA ____eo_eo. ...-.. AAAAA ....-..-.. ...... ---... AAAAA -...------ ...... ---.-- 84 34.304 ].04 0.699 1 3.69 0.000 0 1 3.62 33.604 34 35 v LDR 111.774 6.60 111.774 138 8.39 0.000 0 138 8.21 0.000 0 138 CtI4 0.005 8.00 0.005 0 a.oo 0.000 0 0 8.00 0.000 0 0 PUB 20.955 4.00 20.955 84 4.00 0.000 0 84 4.00 0.000 0 84 POS 2.051 1.00 2.051 2 1.00 0.000 0 2 1.00 0.000 0 2 -----..--. AAAAA -----..--- ---.-- AAAAA -.----.--. ------ ----.- AAAAA ----.---.- ------ ------ 84-1\86-1 134.785 5.75 134.785 824 7.12 0.000 0 824 6.98 0.000 0 824 ~ LDR 75 . 234 6.60 74.657 493 8.39 0.000 0 493 8.21 0.577 5 497 II)R 21.817 23.65 17.945 424 30.01 0.000 0 424 30.00 3.872 116 541 MDR 2.434 33.58 2.434 82 50.00 0.000 0 82 50.01 0.000 0 82 CtI4 29.441 a.oo 26.360 211 8.00 0.000 0 211 a.oo 3.080 25 236 INO 3.131 10.00 3.131 31 10.00 0.000 0 31 10.00 0.000 0 31 PUB 17.797 4.00 17.508 10 4.00 0.000 0 10 4.00 0.259 1 71 POS 0.010 1.00 0.010 0 1.00 0.000 0 0 1.00 0.000 0 0 ---------- AAAAA ____eo_eo. ------ AAAAA ---.--.--- ------ ------ AAAAA ..-------- ------ ------ 84-2\86-2 149.864 11.64 142.046 1,311 14.34 0.000 0 1,311 14.2a 7.a1a 147 1,458 ,¡ LDR 55.875 6.60 54.427 359 a.39 0.000 0 359 8.21 1.448 12 371 MDR 13.625 33.58 0.456 15 50.00 0.000 0 15 50.01 13.110 659 674 CtI4 5.120 a.oo 2.831 23 8.00 0.000 0 23 a.oo 2.259 18 41 POS 15.873 1.00 15.873 16 1.00 0.000 0 16 1.00 0.000 0 16 -------.-- AAAAA ____eo_eo. ------ AAAAA -----..--- ------ .----- AAAAA -------.-- ------ ---.-- 84-4 90.493 10.10 73.587 413 13.37 0.000 0 413 13.26 16.907 689 1 r 102 / LDR 68.578 6.60 68.578 453 a.39 0.000 0 453 a.21 0.000 0 453 ItDR 0.152 33.58 0.152 5 50.00 0.000 0 5 50.01 0.000 0 5 CtI4 11.739 a.oo 9.807 78 8.00 0.000 0 78 a.oo 1.933 15 94 PUB 5.558 4.00 5.558 22 4.00 0.000 0 22 4.00 0.000 0 22 POS 2.829 1.00 2.829 3 1.00 0.000 0 3 1.00 0.000 0 3 ---..----. AAAAA ---..----- ..--.. AAAAA .-...-...- ...--- ..-.-- AAAAA -----.---. .....- ------ 84.-1 58 .856 7.1] 86.924 561 8.59 0.000 0 561 a.79 1. 933 15 577 ./ LDR 76.937 6.60 76.937 508 a.39 0.000 0 508 8.21 0.000 0 508 ItDR 0.069 33.58 0.034 1 50.00 0.000 0 1 50.01 0.036 2 3 CtI4 2.627 a.oo 1.624 13 a.oo 0.000 0 13 a.oo 1.002 a 21 POS 0.030 1.00 0.030 0 1.00 0.000 0 0 1.00 0.000 0 0 ---------- AAAAA ---------- ------ AAAAA ------.--- ------ ...--. AAAAA ---....-.- ------ --.-.. B4b- 1 79.663 11.23 78.625 522 14.a7 0.000 0 522 14.79 1. 038 10 532 ./ I I I I I I Feb 21 21:21 1991 /./nrh/434/lssu_01total.txt'age 5 02/21/91 BRAJlCH LAJI) NAME USE LOR HOR B4b-2 LOR IIOR PU8 POS 85 LOR POS 85-1 LOR POS 85-2 LOR INO POS 85-3 LOR POS 85e-1 LOR 85b' 1 I I I I I I I I I I I I I 85c· 1 85d-1 PAGE 3 3·434 WoeS) IMPACT . DETAIL TOTALS of LAJI) USE bv BRANCH lAME TorAL EXIST DlVELOPED EXIST M ACRES P'DEN ACRES POP P'DEN FUTUIE ADO'L FUT UlT ULTIMATE ADD'L UlT ACRES FUT'P POP P'DEN ACRES ULT'P POP 5.256 6.60 5.256 35 8.39 0.000 0 35 8.21 0.000 0 35 25.80233.58 11.153 51650.00 0.000 0 51650.01 8.649 433 1,009 ..-..--... AAAAA ---.--.--- ------ AAAAA ----.-.--- ------ ---... AAAAA .---.----- --.... --.-.. 31.058 18.59 22.409 611 26.88 0.000 0 611 26.79 8.649 433 1,043'/ 22.102 6.60 22.615 150 8.39 0.000 0 150 8.21 0.021 0 150 8.120 33.58 6.298 212 50.00 0.000 0 212 50.01 2.421 121 333 2.895 4.00 2.883 12 4.00 0.000 0 12 4.00 0.012 0 12 0.475 1.00 0.240 0 1.00 0.000 0 0 1.00 0.235 0 0 .-------.. AAAAA -----.-.-. --.-.. AAAAA -----...-. ...--- -..-.. AAAAA .......... ...... .....- 34.791 8.88 32.096 313 12.28 0.000 0 313 12.21 2.695 122 495 /' 34.524 6.60 34.524 228 8.39 0.000 0 228 8.21 0.000 0 228 5.482 1.00 0.065 0 1.00 0.000 0 0 1.00 5.411 5 5 ....--.--. AAAAA ...---.-.- -.-..- AAAAA ......--.. ..--.- -..... AAAAA ....---..- ..--.. ...... 40.006 5.00 34.589 228 6.28 0.000 0 228 6.15 5.411 5 233 ...- 12.345 6.60 12.345 81 8.39 0.000 0 81 8.21 0.000 24.911 1.00 13.096 13 1.00 0.000 0 13 1.00 11.821 .........- AAAAA ..--.-..-. .-...- AAAAA .--...--.. .----- ---... AAAAA ---"--'" 31.262 4.02 25.441 95 4.98 0.000 0 95 4.88 11.821 o 81 12 25 ------ ------ 12 106 t/ 0.093 6.60 0.006 0 8.39 0.000 0 0 8.21 0.081 1 1 33.519 10.00 33.519 335 10.00 0.000 0 335 10.00 0.000 0 335 1.939 1.00 1.465 1 1.00 0.000 0 1 1.00 6.414 6 8 --.......- AAAAA ...------- .----. AAAAA -.---....- .--.-. --.--- AAAAA .--...---. .....- .....- 41.551 5.35 34.990 331 6.02 0.000 0 331 5.95 6.560 1 344"/ 43.810 6.60 43.87'0 290 8.39 0.000 0 290 8.21 0.000 0 290 4.138 1.00 0.000 0 1.00 0.000 0 0 1.00 4.138 4 4 ..-...---. AAAAA ---....... ...... AAAAA -......-.. ...-.- ...... AAAAA ....---... --.--. -...-- 48.001 5.90 43.87'0 290 1.41 0.000 0 290 1.31 4.138 4 294 / 51.406 6.60 51.406 339 8.39 0.000 0 339 8.21 0.000 0 339 -...-...-. AAAAA ...------- ------ AAAAA .--....... .....- .-.--- AAAAA ....-.--.. ------ ----.- 51.406 6.60 51.406 339 8.39 0.000 0 339 8.21 0.000 0 339'/ LOR HOR POS 30.162 6.60 26.115 0.000 33.58 0.000 1.851 1.00 0.250 ..--...--- AAAAA ..--....-- 32.619 8.85 26.965 116 8.39 0.000 0 116 8.21 4.041 33 o 50.00 0.000 0 0 50.01 0.000 0 o 1.00 0.000 0 0 1.00 1.601 2 --.--- AAAAA .--.--..-. ....-- -....- AAAAA ---------- --..-. 117 12.22 0.000 0 117 12.12 5.654 35 211 .,/ 210 o 2 LOR INO POS 18.198 6.60 17.302 0.314 10.00 0.314 0.116 1.00 0.295 -..--..... AAAAA ----....-- 19.288 5.33 11.911 114 8.39 0.000 0 114 8.21 0.895 7 122 4 10.00 0.000 0 4 10.00 0.000 0 4 o 1.00 0.000 0 0 1.00 0.421 0 1 .-.... AAAAA ---....-.- ...-.. ---... AAAAA --.------- ...... ----.- 118 6.53 0.000 0 118 6.41 1.316 8 126 / I I I I I I I I I I I I I I I I I I I Feb 21 21:27 1997 /e/nrh/434/lllU_01totel.txt Pete 7 02/21/97 PAGE 4 3,434 W·(S) I..ACT . DETAIL TOTALS of LAND USE by IIAIICII .. MAIICN LAND TOTAL EXIIT DEVELOPED EXIIT PUT FUTURE AÐD'L PUT UlT UlTIMATE ADD'L ULT NAME USE ACRES P·DEII ACRES POP P·DEII ACRES FUT'P POP P·DEI ACRES ULT'P POP LOR 97.191 6.60 95.501 630 8.39 0.000 0 630 8.21 1.690 14 644 C(J4 46.520 8.00 41.315 331 8.00 0.000 0 331 8.00 5.205 42 372 INO 23.761 10.00 23.751 238 10.00 0.000 0 23a 10.00 0.009 0 23S PUB 1.408 4.00 1.397 6 4.00 0.000 0 6 4.00 0.011 0 6 .-----.... AAAAA ..---..-.. ...... AAAAA ..-.--.... ----.. ...... AAAAA .......--- .....e. _..____ 86-3 168.aao 7.65 161.965 1,204 8.29 0.000 0 1,204 8.23 6.916 56 1,260 ./ ()R 7.623 23.65 7.402 175 30.01 0.000 0 17530.00 0.220 7 182 C(J4 3.635 8.00 2.466 20 8.00 0.000 0 20 8.00 1.169 9 29 INO 7.030 10.00 6.121 61 10.00 0.000 0 61 10.00 0.909 9 70 ----...-.- AAAAA .------.-. .-.... AAAAA ---...--.. _e____ .----. AAAAA ---------- ------ -----. B6Ii - 1 18.288 12.64 15.989 256 14.32 0.000 0 256 14.32 2.299 25 281 / LOR 85.832 6.60 68.014 449 8.39 0.000 0 449 8.21 17.817 146 595 COM 37.204 8.00 7.490 60 8.00 16.949 136 196 8.00 12.766 102 29S ---------- AAAAA -----.---- ------ AAAAA ---------- ------ --.--- AAAAA --.------- ------ ------ BB 123.036 7.03 75 . 504 509 8.27 16.949 136 644 8.15 30.5a3 248 S93~ LOR 282.187 6.60 272 . 090 1 , 7'96 8.39 1.108 9 1,805 8.21 8.989 74 1,819 C(J4 0.144 8.00 0.000 0 8.00 0.000 0 0 8.00 0.144 1 1 PUB 0.047 4.00 0.047 0 4.00 0.000 0 0 4.00 0.000 0 0 POS 1. 1 18 1.00 0.319 0 1.00 0.739 1 1 1.00 0.000 0 1 ---------- AAAAA ---------- ------ AAAAA ---------- ------ ------ AAAAA ---------- ------ ------ C1 283.495 6.11 272.516 1 , 7'96 7.62 1.847 10 1,806 7.47 9.133 75 1,881 ./ LOR 137.303 6.60 127.400 841 8.39 9.867 83 924 8.21 0.036 0 924 ()R 7.845 23.65 7.771 184 30.01 0.074 2 18630.00 0.000 0 186 HOR 19.15633.58 0.454 15 50.00 18.703 935 950 50.01 0.000 0 950 COM 42.419 8.00 13.977 112 8.00 11.715 94 206 8.00 16.727 134 339 -.-------- AAAAA ---------. --..-- AAAAA ---------- ------ -.---- AAAAA .-------.. ------ -----... C1-1 206.724 10.00 149.602 1,152 12.71 40.359 1,114 2,266 12.59 16.763 134 2,400 ./ LOR 194.180 6.60 187.606 1,238 8.39 0.000 0 1,238 8.21 6.574 54 1,292 ()R 61.683 23.65 67.672 1,600 30.01 0.000 0 1,600 30.00 0.011 0 1,601 COM 5.976 8.00 5.418 43 8.00 0.000 0 43 8.00 0.558 4 48 ---------- AAAAA .-----...- .-..-- AAAAA ---------- ---..- .-.--- AAAAA ---------- ------ ------ C10-1 261.839 10.71 260.696 2,882 13.05 0.000 0 2,882 12.96 7.143 59 2,941 -/ LOR 127.112 6.60 124.491 822 8.39 0.450 4 825 8.21 2.171 18 843 ()R 7.611 23.65 5.321 126 30.01 0.000 0 12630.00 2.290 69 195 HDR 15.447 33.58 15.189 510 50.00 0.258 13 523 50.01 0.000 0 523 COM 52.624 8.00 15.337 123 8.00 15.547 124 247 8.00 21.739 174 421 PUB 50.681 4.00 50.687 203 4.00 0.000 0 203 4.00 0.000 0 203 ---------- AAAAA ---.--.... -.---- AAAAA ---------- .. -- --- -..--- AAAAA ------.--- ------ ...--- C10-2 253.481 11.47 211.026 1,783 14.12 16.255 141 1,924 14.07 26.200 260 2,184 ./ ()R 9.394 23.65 0.000 o 30.01 0.429 13 13 30.00 8.965 269 282 I I I I I I I I I I I I I I I I I I I Feb 21 21:27 1997 /./nrh/434/lalU_01tot.l.txt p... 1 02/21/97 PAGE 5 3-434 W·(S) I..ACT . DETAIL TOTALS of \.All) USE by BRANCH lIME BRANCH \.All) TOTAL EXIST DEVELOPED EXIST PUT FUTUIE AÐD'L M ULT ULTIMATE AÐD'L ULT NAME USE ACRES P'OEII AClES POP P-DEN ACRES Fur·p POP P'DEII ACRES UU·P POP aJt 31.160 8.00 26.426 211 8.00 1.767 14 226 1.00 2.967 24 249 I lID 52.735 10.00 29.186 292 10.00 6.113 61 353 10.00 17.435 174 527 .......... AAAAA .......... ..-... AAAAA .......... ...... ...... AAAAA ........-. ...... ...... C10.·1 93.288 10.24 55.612 503 10.82 1.309 as 591 10.82 29.367 467 1,058 ./ LOR 78.054 6.60 78.054 515 1.39 0.000 0 515 1.21 0.000 0 515 II)R 27.013 23.65 26.906 636 30.01 0.000 0 636 30.00 0.178 5 642 IIDR 24.994 33.58 24.987 839 50.00 0.007 0 839 50.01 0.000 0 139 aJt 26.961 1.00 15.387 123 8.00 5.833 47 170 1.00 5.747 46 216 I lID 8.osa 10.00 1.147 18 10.00 5.929 59 78 10.00 0.282 3 81 ..--.-.-.. AAAAA -......... .--... AAAAA .....-.... ...... ...... AAAAA ...-.....- ...... ...... / C12-1 165.15712.43 147.181 2,132 15.44 1 1 .769 106 2,238 15.38 6.208 54 2,293 LOR 54.336 6.60 53.940 356 8.39 0.014 0 356 8.21 0.383 3 359 IIDR 0.007 33.58 0.007 o 50.00 0.000 0 o 50.01 0.000 0 0 CCJt 2.059 8.00 1. 156 9 8.00 0.000 0 9 1.00 0.903 7 16 .....-.... AAAAA ...-.-.--- -----. AAAAA .-.-...... ----.. -..-.- AAAAA .-.-.-..-- .---.- -...-. C13-1 56.403 14.80 55.102 365 20.66 0.014 0 366 20.56 1. 286 10 376 ./ LOR 0.589 6.60 0.586 4 8.39 0.003 0 4 8.21 0.000 0 4 ItDR 22.255 33.58 12.858 432 50.00 9.397 470 902 50.01 0.000 0 902 aJt 91 .187 8.00 81 .769 654 8.00 0.516 4 658 8.00 9.502 76 734 1110 8.329 10.00 6.342 63 10.00 1.987 20 83 10.00 0.000 0 83 PUB 26.518 4.00 26.518 106 4.00 0.000 0 106 4.00 0.000 0 106 POS 10.488 1.00 10.488 10 1.00 0.000 0 10 1.00 0.000 0 10 ...-.....- AAAAA -.----.-.. ....-- AAAAA ..-....--. ...-.. ------ AAAAA ...------- ...... .---.- C14-1 159.966 10.28 138.562 1,270 12.99 11.902 494 1,764 12.96 9.502 76 1,140 ./ LOR 88.766 6.60 88.766 586 8.39 0.000 0 586 8.21 0.000 0 586 II)R 44.686 23.65 6.092 144 30.01 38.594 1,158 1,302 30.00 0.000 0 1,302 IIDR 0.085 33.58 0.085 3 50.00 0.000 0 3 50.01 0.000 0 3 aJt 5.667 8.00 3.018 24 8.00 0.000 0 24 8.00 2.650 21 45 PUB 0.583 4.00 0.583 2 4.00 0.000 0 2 4.00 0.000 0 2 POS 25.510 1.00 25.510 26 1.00 0.000 0 26 1.00 0.000 0 26 .-.-...... AAAAA .....-.... ...-.. AAAAA ..-....-.. --..-. -'-'-' AAAAA --..-.-.-- ..---. C15-1 165.296 10.14 124.053 785 13.85 38.594 1,158 1,943 13.76 2.650 21 1,964 ./ LOR 17.021 6.60 17.021 112 8.39 0.000 0 112 8.21 0.000 0 112 PUB 0.020 4.00 0.020 0 4.00 0.000 0 0 4.00 0.000 0 0 ---..-.... AAAAA .......... --...- AAAAA ....---.-- ------ --.... AAAAA ..-----... ----.- .----- C15-2 17.041 5.73 17.041 112 6.93 0.000 0 112 6.81 0.000 0 112 ./ LOR 38.144 6.60 38.144 252 8.39 0.000 0 252 8.21 0.000 0 252 IIDR 0.041 33.58 0.041 1 50.00 0.000 0 1 50.01 0.000 0 1 CCJt 0.024 8.00 0.024 0 8.00 0.000 0 0 8.00 0.000 0 0 PUB 1.144 4.00 1.144 5 4.00 0.000 0 5 4.00 0.000 0 5 POS 1.672 1.00 1.672 2 1.00 0.000 0 2 1.00 0.000 0 2 I I I I I I I I I I I I I I I I I I I Feb 21 21:27 1997 le/nrh/434/lssu_01tot.l.txt p... 9 02/21/97 PAGE 6 3-434 W·(S) IMPACT, DETAIL TOTALS of LAND USE by lRANCH NAME BRMCH LAIIO TOTAL EXIST D£'ÆLOPED DIST FUT FUTURE ADD'L FUT ULT ULTlMTE ADD'L ULT !WE USE ACRES P'DEII ACRES POP P'DEII ACRES FUT'P POP P·DEII ACRES ULT'P POP ..-....... AAAAA .......-.. ...... AAAAA ...-...--. ....-- ---... AAAAA --.......- .----. ------ C15.-1 41. 025 7.23 41. 025 260 9.54 0.000 0 260 9.46 0.000 ° 260 " LOR 105.424 6.60 105.219 694 1.39 0.000 0 694 8.21 0.206 2 696 MOR 14.207 23.65 14.207 336 30.01 0.000 0 336 30.00 0.000 0 336 HOR ".766 31.58 1 1 . 766 395 50.00 0.000 0 395 50.01 0.000 0 395 CCJII 39.470 8.00 36.169 219 8.00 0.000 0 219 8.00 3.301 26 316 PUB 17.930 4.00 17.930 72 4.00 0.000 0 72 4.00 0.000 ° 72 ---------- AAAAA ..--.-.-.. .---.- AAAAA ---------- ....-. -...-- AAAAA .---..-.-. ..-.-- -.---- C16-1 188.7'98 10.06 115.291 1,787 12.74 0.000 0 1,787 12.64 3.507 28 1,815 ./ LOR 31.603 6.60 31. 569 zoa 8.39 0.000 0 zoa 8.21 0.034 0 209 CCJI 3.167 8.00 3.167 25 8.00 0.000 0 25 8.00 0.000 0 25 PUB 6.541 4.00 6.541 26 4.00 0.000 0 26 4.00 0.000 0 26 -------... AAAAA ---.-..--- --...- AAAAA -------..- ----.- --.-.. AAAAA ...------- ------ ------ C17-1 41.311 6.18 41 .277 260 7.29 0.000 o 260 7.18 0.034 0 260 ,/ lOR 49.898 6.60 49.738 328 8.39 0.000 0 328 8.21 0.159 1 330 MOR 4.225 23.65 3.959 94 30.01 0.000 0 9430.00 0.266 8 102 CCJII 9.861 8.00 6.732 54 8.00 0.000 0 54 8.00 3.129 25 79 PUB 6.903 4.00 6.763 27 4.00 0.000 0 27 4.00 0.140 1 28 .--.---.-. AAAAA -.------.- .----. AAAAA ---...-.-- ____a- ------ AAAAA --..------ ------ ---.-- C17.-1 70.886 11.55 67.193 503 13.85 0.000 0 503 13.79 3.693 35 5381 LOR 188.199 6.60 188.199 1,242 8.39 0.000 0 1,242 8.21 0.000 0 1,242 CCJI 1 .630 8.00 1.614 13 8.00 0.000 0 13 8.00 0.016 0 13 PUB 3.023 4.00 3.023 12 4.00 0.000 0 12 4.00 0.000 0 12 POS 6.107 1.00 6.107 6 1.00 0.000 0 6 1.00 0.000 0 6 .-------.. AAAAA --.------- ...--- AAAAA -------.-- ------ .----. AAAAA ---.-..... ...... .-..-. C18·1 198.959 5.85 198.943 1,273 6.96 0.000 0 1 ,273 6.85 0.016 0 1,273 .; LOR 56.657 6.60 56.408 372 8.39 0.000 0 372 8.21 0.248 2 374 MOR 0.047 23.65 0.047 1 30.01 0.000 0 1 30.00 0.000 0 1 HOR 0.047 33.58 0.047 2 50.00 0.000 0 2 50.01 0.000 0 2 CCJI 67.482 8.00 54.287 434 8.00 10.968 88 522 8.00 2.228 18 540 PUB 1.157 4.00 1.157 5 4.00 0.000 0 5 4.00 0.000 0 5 .-...----- AAAAA .--......- -.-..- AAAAA ..-------. ------ ____e. AAAAA .-.------- ------ ------ C19-1 125.389 9.05 111.945 814 10.42 10.968 88 902 10.36 2.476 20 921 / lOR 49.510 6.60 49.509 327 8.39 0.000 0 327 8.21 0.000 0 327 POS 0.411 1.00 0.022 0 1.00 0.388 0 0 1.00 0.000 0 0 -.-------- AAAAA ..---....- ---.-- AAAAA ----.----. ..-... -.---- AAAAA .....----. ...-.- ...... C2 49.920 4.27 49.532 327 5.31 0.388 0 327 5.21 0.000 0 327./ LOR 98.923 6.60 97.422 643 8.39 1.501 13 656 8.21 0.000 0 656 PUB 2.525 4.00 2.525 10 4.00 0.000 0 10 4.00 0.000 0 10 POS 0.000 1.00 0.000 0 1.00 0.000 0 0 1.00 0.000 0 0 I Feb 21 21:27 1997 /e/nrh/434/laau_01total.txt Pete 10 I I I I I 02121/97 IIWICH NAME C2-1 LDR cat POS C20-1 cat POS C21-1 C~ POS C22-1 LDR cat PUS POS C23-1 LDR C~ PUS POS C24-1 LOR IIDR cat PUB C25-1 cat PUB POS C26- 1 I I I I I I I I I I I I I PAGE 7 3-434 W·CS) IMPACT· DETAIL TOTALS of I.AJID USE by BltAlCH !lAME I.AJID USE TOTAL EXIST DEVELOPED EXIST FUT ACRES P·DEN ACRES POP P-DEN FUT ULT ULTIMATE ADD'L ULT POP P·DEN ACRES ULr·p POP FU1'1aE ADO' L ACRES fUr·p ....--..-- AAAAA ------.-.- ...--. AAAAA .--..--... ..-.-- .-.--- AAAAA -------... ---... .----. 101.448 5.92 99.947 653 7.31 1.501 13 666 7.23 0.000 0 666 / 50.884 6.60 50.884 336 8.39 0.000 0 336 8.21 0.000 0 336 75.002 8.00 70.979 568 8.00 0.000 0 568 8.00 4.023 32 600 0.773 1.00 0.773 1 1.00 0.000 0 1 1.00 0.000 0 1 -----..--- AAAAA .-..--.--- ____e. AAAAA --.---.... ....-- .-.--. AAAAA ..-..--.-- .----. .--.-- 126.659 6.92 122.635 904 7.n 0.000 0 904 7.64 4.023 32 937 / 85.194 8.00 59.069 473 8.00 7.316 59 532 8.00 18.739 150 682 2.655 1.00 0.140 0 1.00 2.447 2 3 1.00 0.068 0 3 ---------- AAAAA ---------- ---.-- AAAAA -...-----. ---..- ----.. AAAAA ---------- .----- ----.- 87.849 6.35 59.209 473 6.35 9.832 62 534 6.35 18.807 150 684 v" 44.926 8.00 41.390 331 8.00 0.331 3 334 8.00 3.206 26 359 0.763 1.00 0.000 0 1.00 0.755 1 1 1.00 0.008 0 1 .-.-.----- AAAAA ---......- ..---- AAAAA ...-.----- -.---. ---..- AAAAA -----.--.. .-..-- ------ 45.689 6.44 41.390 331 6.44 1.085 3 335 6.44 3.214 26 360 /' 22.942 6.60 21. 117 139 8.39 0.000 0 139 8.21 1.824 15 154 10.9n 8.00 10.950 88 8.00 0.022 0 88 8.00 0.000 0 sa 9.403 4.00 9.403 31 4.00 0.000 0 31 4.00 0.000 0 31 4.190 1.00 0.301 0 1.00 3.888 4 4 1.00 0.001 0 4 .--------- AAAAA -.-------- ____e. AAAAA ..--.--.-- ------ ---.-- AAAAA ...------- ------ ------ 47.507 6.23 41. 771 265 7.01 3.910 4 269 6.94 1. 825 15 284/ 0.115 6.60 0.115 1 8.39 0.000 0 1 8.21 0.000 0 1 15.097 8.00 1 1. 741 94 8.00 0.000 0 94 8.00 3.356 27 121 0.001 4.00 0.001 0 4.00 0.000 0 0 4.00 0.000 0 0 0.005 1.00 0.000 0 1.00 0.001 0 0 1.00 0.004 0 0 -------.-- AAAAA ---.----.- ---.-- AAAAA ..--.----- ------ ------ AAAAA ---------- ------ ------ 15.217 6.44 11.856 95 6.56 0.001 0 95 6.55 3.361 27 122 ./ 40.394 6.60 39.996 264 8.39 0.000 0 264 8.21 0.398 3 'l/;,7 19.751 33.58 19.751 663 50.00 0.000 0 663 50.01 0.000 0 663 5.2ZO 8.00 2.522 20 8.00 0.000 0 ZO 8.00 2.698 22 42 4.364 4.00 4.364 17 4.00 0.000 0 17 4.00 0.000 0 17 -------.-- AAAAA .-.---.--. ------ AAAAA --------.- -.---- ---..- AAAAA ..-------- .---.. --.--. 69.729 11.10 66.633 965 14.73 0.000 0 965 14.63 3.096 25 990./ ZO.814 8.00 15.719 126 8.00 4.767 38 164 8.00 0.328 3 167 14.734 4.00 14.734 59 4.00 0.000 0 59 4.00 0.000 0 59 2.318 1.00 2.318 2 1.00 0.000 0 2 1.00 0.000 0 2 ---------- AAAAA ---------- ------ AAAAA ---------- ------ ------ AAAAA ---------- ------ ------ 37.866 7.10 32.771 187 7.10 4.767 38 225 7.10 0.328 3 228 V' LDR 26.253 6.60 180 22.247 147 8.39 34 180 8.21 4.006 0.000 o I I I I I I Feb 21 21:27 1997 /e/nrh/434/lasu_01toteL.txt p... 11 02/21/97 eaAIICH LAND NAME USE PUB POS C2e-1 LOR PUB C2e-2 LOR II)R COM INO PUB POS C3 LOR C3-1 LOR II)R COM C4 LOR POS C4-1 LOR PUB POS C5 LOR COM POS C5-1 LOR I I I I I I I I I I I I I PAGE a 3-434 WoeS) IMPACT - OETAIL TOTALS of LAND USE by BRANCH lAME TOTAL EXIST DEWLCIPED EXIST M ACRES P'OEN ACRES POP P-OEN FUTUlE ADD'L M ULT ULTIMATE ADD'L ULT ACRES FUT·P POP P-OEN ACRES ULT·P POP 0.044 4.00 0.044 0 4.00 0.000 0 0 4.00 0.000 0 0 95.967 1.00 21.482 21 1.00 74.414 74 96 1.00 0.000 0 96 -...-.---. AAAAA .------... -..--- AAAAA .....,.... --.... ...... AAAAA .-------.. ...... ...--. 122.264 4.66 43.m 168 5.80 78.491 108 277 5.69 0.000 0 277./ 37.132 6.60 24.171 160 8.39 13.562 114 273 8.21 0.000 0 273 32.283 4.00 32.283 129 4.00 0.000 0 129 4.00 0.000 0 129 ........-- AAAAA ...------- ....-- AAAAA ---.------ ------ ----.- AAAAA --.------- ------ ------ 70.015 5.95 56.453 289 1.29 13.562 114 402 7.16 0.000 0 402./ 112.171 6.60 112.156 740 8.39 0.000 0 140 8.21 0.015 0 740 20.152 23.65 5.913 140 30.01 8.723 262 402 30.00 5.516 165 561 12.620 8.00 3.596 29 8.00 2.629 21 50 8.00 6.395 51 101 0.008 10.00 0.000 0 10.00 0.000 0 0 10.00 0.008 0 0 7.827 4.00 1.186 31 4.00 0.000 0 31 4.00 0.041 0 31 19.791 1.00 19.791 20 1.00 0.000 0 20 1.00 0.000 0 20 .......... AAAAA .---..-... ...... AAAAA .......... ...... .....- AAAAA ...-...... ...... .....- 172.569 10.75 149.242 960 13.07 11.352 283 1,243 13.00 11.976 217 1,460./ 28.736 6.60 28.736 190 8.39 0.000 0 190 8.21 0.000 0 190 ........-- AAAAA .--------- ..-.-- AAAAA .......-.- ...... .-.-.. AAAAA .......-.. ...... .----. 28.736 6.60 28.736 190 8.39 0.000 0 190 8.21 0.000 0 190'/ 22.718 6.60 22.712 150 8.39 0.000 0 150 8.21 0.005 0.434 23.65 0.432 10 30.01 0.002 0 10 30.00 0.000 4.770 8.00 1.335 11 8.00 0.000 0 11 8.00 3.435 .--.-..-.. AAAAA -.-..-.... .....- AAAAA .......--- ...... ...... AAAAA .-........ 27.922 9.18 24.480 171 10.77 0.002 0 171 10.69 3.441 o 150 o 10 27 38 ------ ------ 28 198./ 74.394 6.60 74.394 491 8.39 0.000 0 491 8.21 0.000 0 491 1.917 1.00 1.917 2 1.00 0.000 0 2 1.00 0.000 0 2 ..--...... AAAAA .........- -'-'-' AAAAA .......--- .....- ..--.. AAAAA ..-.--.--- --.... ..--.. 76.311 5.67 76.311 493 7.16 0.000 0 493 7.01 0.000 0 493 / 21.907 6.60 21.907 145 8.39 0.000 0 145 8.21 0.000 0 145 20.621 4.00 20.621 82 4.00 0.000 0 82 4.00 0.000 0 82 8.795 1.00 8.795 9 1.00 0.000 0 9 1.00 0.000 0 9 .......... AAAAA ......-... .-.-.. AAAAA ....-.-... .-.-.- ..-... AAAAA .-....-.-. ...-.. .-.-.. 51.323 4.64 51.323 236 5.45 0.000 0 236 5.37 0.000 0 236 ,/ 144.097 6.60 65.750 434 8.39 77.540 651 1,085 8.21 0.807 7 1,091 36.933 8.00 6.314 51 8.00 20.269 162 213 8.00 10.350 83 295 12.097 1.00 4.889 5 1.00 7.208 7 12 1.00 0.000 0 12 -.....--.- AAAAA .......... .-.... AAAAA ......-... ...... .--... AAAAA ........-. ...-.. ...... 193.126 6.11 76.952 489 7.21 105.017 820 1,309 7.10 11.157 89 1,399 / 14.326 6.60 14.326 95 8.39 0.000 95 8.21 95 0.000 o o I I I I I I Feb 21 21:27 1997 /./nrh/434/lllU_01totel.txt p... 12 02/21/97 BltAKN LAID NAME USE IIDR C6 LDR tlDR a POS C6-1 tlDR a 1111 PUB C8-1 LOR tlDR a 1110 PUB C9-1 LOR POS L1 LOR a L1-1 LOR a POS L10 LOR a POS U1 I I I I I I I I I I I I I PAGE 9 3-434 Woes) IMPACT . DETAIL TOTALS of LAID USE by BRANCH NAME TOTAL EXIIT D£VELOP£D EXIST FUT ACRES P-DEN ACRES POP P-OEN FUT\ItE ADD'L FUT UlT ULTIMATE ADD'L ULT ACRES FUT-P POP P-DEN ACRES ULT-P POP 0.196 33.58 0.196 7 50.00 0.000 0 7 50.01 0.000 0 7 ---------- AAAAA ---------- ------ AAAAA ---------- ------ ------ AAAAA ---.------ ------ --.--- 14.522 13.35 14.522 101 18.79 0.000 0 101 18.66 0.000 0 101./ 178.229 6.60 118.208 1,176 8.39 0.000 0 1,176 8.21 0.020 0 8.380 23.65 1.811 43 30.01 6.558 197 240 30.00 0.010 0 23.393 8.00 18.352 147 8.00 0.022 0 147 8.00 5.018 40 16.137 1.00 16.137 16 1.00 0.000 0 16 1.00 0.000 0 ---------- AAAAA -.-------- ------ AAAAA ---------- ------ ------ AAAAA ---------- ------ 226.139 7.99 214.509 1,382 9.42 6.581 197 1,579 9.33 5.049 41 1,176 240 111 16 1,620 ./ 25.34123.65 1.993 4730.01 0.186 6 5330.00 23.161 695 748 8.658 8.00 2.949 24 8.00 1.725 14 37 8.00 3.984 32 69 16.106 10.00 1.214 12 10.00 0.000 0 12 10.00 14.892 149 161 19.359 4.00 19.359 77 4.00 0.000 0 77 4.00 0.000 0 T7 ------.... AAAAA -.-.------ ------ AAAAA ____eo_eo. ------ ------ AAAAA ---------- ------ -.--.- 69.463 12.94 25.515 160 14.95 1.912 19 180 14.95 42.037 876 1,055 / 0.673 6.60 0.621 4 8.39 0.003 0 4 B.21 0.049 0 5 0.760 23.65 0.509 12 30.01 0.218 7 19 30.00 0.033 1 20 17.434 8.00 2.526 20 8.00 0.000 0 20 8.00 14.908 119 139 59.116 10.00 25.658 257 10.00 26.219 262 519 10.00 7.240 72 591 0.000 4.00 0.000 0 4.00 0.000 0 0 4.00 0.000 0 0 ---------- AAAAA ---------- ------ AAAAA ---------- ------ ------ AAAAA ---------- ------ ------ 77.982 10.66 29.314 293 12.36 26.439 269 562 12.30 22.229 193 755"""- 0.045 6.60 0.045 0 8.39 0.000 0 60.575 1.00 0.002 0 1.00 60.574 61 ---------- AAAAA ---------- ------ AAAAA ---------- ------ 60.620 3.49 0.046 0 4.28 60.574 61 o B.21 0.000 0 0 61 1.00 0.000 0 61 ------ AAAAA ---------- ------ ------ 61 4.20 0.000 0 61 v 19.232 6.60 19.232 127 8.39 0.000 0 127 8.21 0.000 0 127 14.459 8.00 0.617 5 8.00 0.000 0 5 8.00 13.842 111 116 ---------- AAAAA ---------- ------ AAAAA -------.-- ------ ------ AAAAA ---------- ------ 33.691 7.14 19.849 132 8.24 0.000 0 132 B.13 13.842 111 243'/ 177.816 6.60 47.477 313 8.39 105.748 887 1,201 8.21 24.591 202 1,402 63.522 8.00 15.373 123 8.00 48.149 385 508 8.00 0.000 0 508 77.515 1.00 2.443 2 1.00 20.546 21 23 1.00 54.526 55 78 ---------- AAAAA ---------- ------ AAAAA ---------- ---.-- ------ AAAAA ---------- ------ ------ 318.853 4.51 65.293 439 5.46 174.443 1,293 1,732 5.37 79.117 256 1,988'/ 82.900 6.60 44.819 296 8.39 6.373 53 349 8.21 31.708 260 610 55.986 8.00 11.722 94 8.00 40.618 325 419 8.00 3.646 29 448 39.406 1.00 0.428 0 1.00 5.417 5 6 1.00 33.561 34 39 ---------- AAAAA ---------- ------ AAAAA ---------- ------ ------ AAAAA ---------- ------ ------ 178.291 5.40 56.969 390 6.32 52.408 384 774 6.23 68.914 323 1,097'/ I Fib 21 21:21 1991 /t/nrh/434/lllu_01total.txt p... 13 I I I I I I I I I I I I I I I I I I 02121/91 IltAllCN lAJIO NAME USE LOR POS L1a-1 LOR POS L2-1 LOR POS L2'2 LOR POS L2-3 LOR COM POS L3 LOR POS L3-1 LOR COM PUB POS L4 LOR COM PUB POS L4-1 LOR CII' PAGE 10 3,434 W-(S) IMPACT . DETAIL TOTALS of LAND USE by BRANCN NAME TOTAL EXIST OEVELOPED EXIIT FUT ACRES P'OEN ACRES POP P-DEN FUTURE ADD' L ACRES FUT·P FUT ULT ULTIMATE ADD'L ULT POP P-DEN ACRES ULT-P POP 32.288 6.60 30.365 200 8.39 0.001 0 200 8.21 1.922 16 216 0.135 1.00 0.000 0 1.00 0.135 0 0 1.00 0.000 0 0 ---------- AAAAA -..------- .-.--- AAAAA ---------- ..---- .-.-.- AAAAA --------.. ..-.-- -.---- 32.423 5.20 30.365 200 6.54 0.136 0 201 6.41 1.922 16 216 ' 64.231 6.60 64.219 424 8.39 0.013 0 424 8.21 0.000 0 424 0.085 1.00 0.000 0 1.00 0.085 0 0 1.00 0.000 0 0 -------... AAAAA ------.-.. ------ AAAAA -......--- ------ --...- AAAAA ....-.---- -.--.- ..---- 64.316 6.20 64.219 424 1.86 0.091 0 424 1.69 0.000 0 424./ 33.425 6.60 33.425 221 8.39 0.000 0 221 8.21 0.000 0 221 0.325 1.00 0.000 0 1.00 0.325 0 0 1.00 0.000 0 0 -...-..--- AAAAA .....----- --...- AAAAA ---------- ------ ------ AAAAA ---------- -.-.-- ------ 33.750 3.61 33.425 221 4.45 0.325 0 221 4.36 0.000 0 221 "" 68.158 6.60 68.069 449 8.39 0.089 0.079 1.00 0.000 0 1.00 0.079 0 ---------- AAAAA .--------- ----.- AAAAA ....--.--- ---.-- 68.231 4.36 68.069 449 5.43 0.168 1 450 8.21 0.000 0 450 o 1.00 0.000 0 0 -..... AAAAA -.-...-.-- ------ -----. 450 5.33 0.000 0 450 ".,., 115.372 6.60 38.402 253 8.39 16.970 646 899 8.21 0.000 0 899 25.682 8.00 4.886 39 8.00 20.196 166 205 8.00 0.000 0 205 2.581 1.00 1.025 1 1.00 1.561 2 3 1.00 0.000 0 3 .--.-.--.- AAAAA .--------- -----. AAAAA -----.-.-- ------ --.-'- AAAAA ---------- ------ ----.- 143.641 6.02 44.313 294 1.06 99.328 814 1,101 6.96 0.000 0 1,107 /' 88.113 6.60 76.281 503 8.39 12.432 104 608 8.21 0.000 0 608 16.067 1.00 0.000 0 1.00 16.067 16 16 1.00 0.000 0 16 ---------- AAAAA ------..-. -.---- AAAAA ...-----.- ...-.. ------ AAAAA -...-....- ------ ..-... 104.780 6.35 76.281 503 8.05 28.499 120 624 7.88 0.000 0 624 ' 74.679 6.60 22.886 151 8.39 51.794 435 586 8.21 0.000 0 586 0.044 8.00 0.044 0 8.00 0.000 0 0 8.00 0.000 0 0 4.783 4.00 0.862 3 4.00 3.921 16 19 4.00 0.000 0 19 39.412 1.00 2.384 2 1.00 36.940 37 39 1.00 0.088 0 39 ---.-.---- AAAAA .....----- ------ AAAAA ------.... ------ ------ AAAAA ---------. ...--- -----. 118.918 5.26 26.176 157 6.48 92.655 481 644 6.36 0.088 0 644.,/ 179.558 6.60 105.560 691 8.39 53.226 441 1,143 8.21 20.771 171 1,314 1.250 8.00 0.149 1 8.00 1.096 9 10 8.00 0.006 0 10 8.656 4.00 6.128 21 4.00 0.000 0 21 4.00 1.928 8 35 58.078 1.00 26.337 26 1.00 13.161 14 40 1.00 17.975 18 58 -----.---- AAAAA .--------- ------ AAAAA -----..--- ------ --.-.- AAAAA ---------. .----- -..--- 247.542 5.98 138.774 751 7.28 68.088 469 1,220 7.15 40.680 196 1,417 0/ 87.210 6.60 18.112 8.00 80.000 528 8.39 6.273 50 8.00 o 528 8.21 o 50 8.00 59 581 95 145 7.210 11. 839 0.000 0.000 I I I I I I Feb 21 21:27 1997 /e/nrh/434/llsu_01tot.l.txt'", 14 02/21/91 BRANCH !.All) NAME USE PUB POS L5-1 LDR POS L6-1 LDR CCIt POS L1 LOR PUB POS L1-1 LDR CCIt L1-2 LDR CCIt POS L8-1 LOR CCIt POS L8-2 LDR CCIt "' LDR - "2 I I I I I I I I I I I I I PAGE 11 3-434 W·($) IMPACT - DETAil TOTALS of LAJI) USE by BRAlCH NAME TOTAL EXIST DEVELOPED EXIST RIT ACRES P·DEN ACRES POP P·DEN FU1WE ADD'L NT IA.T ULTIMATE ADD'L ULT ACRES FUT·' POP P-DEN ACRES ULT'P POP 0.010 4.00 0.010 0 4.00 0.000 0 0 4.00 0.000 0 0 48.520 1.00 30.416 30 1.00 4.1eo 4 35 1.00 13.924 14 49 ---------- AAAAA ---------- ------ AAAAA ----....-- ------ ---.-- AAAAA ---------- .--..- ...-.. 153.851 6.01 116.698 609 6.95 4.1eo 4 613 6.86 32.913 168 181 or 83.364 6.60 56.923 376 8.39 17.929 150 526 8.21 8.512 70 596 2.106 1.00 0.000 0 1.00 1.904 2 2 1.00 0.902 1 3 --.--..... AAAAA ----...... ---... AAAAA ---------- ...... -.-... AAAAA --........ .----- 86.170 5.31 56.923 316 6.68 19.833 152 528 6.55 9.414 71 599'- 17.835 6.60 7.561 50 8.39 0.313 3 38.912 8.00 8.989 72 8.00 25.130 201 32.579 1.00 1.211 1 1.00 7.383 1 ------.-.- AAAAA ---------- ------ AAAAA ---------- ----.- 89.396 5.89 23.820 129 6.88 32.827 211 53 8.21 9.960 82 134 213 8.00 4.863 39 312 15 1.00 11.925 18 33 -----. AAAAA --..--.... .----- ----.- 340 6.18 32.149 139 479 .,;" 216.835 6.60 114.867 1,154 8.39 17.835 150 1,304 8.21 24.133 198 1,502 9.185 4.00 9.185 37 4.00 0.000 0 37 4.00 0.000 0 37 4.097 1.00 0.383 0 1.00 3.714 4 4 1.00 0.000 0 4 ---~~~;;~ ~ ---;~~~~ -;:;;; ~ --_.~;~~; ---;~; -;:~~ ~ ----;~~;;; -.-;;; -;:~; ~ 99.921 6.60 81.812 540 8.39 16.609 139 679 8.21 1.500 12 692 5.171 8.00 3.109 25 8.00 0.000 0 25 8.00 2.662 21 46 --------.- AAAAA ---------- --.-.- AAAAA ---------- ------ -..--- AAAAA ---------. ------ -.-.-- 105.693 6.88 84.921 565 8.31 16.609 139 704 8.17 4.163 34 138""""- 81.898 6.60 46.236 305 8.39 40.892 36.710 8.00 1.561 60 8.00 29.149 35.189 1.00 1.969 2 1.00 33.820 ---------- AAAAA -------.-- ------ AAAAA -.-----.-. 160.397 6.21 55.166 368 7.10 103.861 343 648 8.21 0.170 6 655 233 294 8.00 0.000 0 294 34 36 1.00 0.000 0 36 ...... ------ AAAAA ----.---.- ----.. -.---- 610 918 1.01 0.170 6 984 /' 97.076 6.60 85.801 566 8_39 0.140 1 568 8.21 11.129 91 659 0.005 8.00 0.002 0 8.00 0.003 0 0 8.00 0.000 0 0 0.008 1.00 0.008 0 1.00 0.000 0 0 1.00 0.000 0 0 ---------- AAAAA -------..- -.---- AAAAA --.--.--.- -....- ------ AAAAA --....---- -----. -----. 91.089 6.23 85.811 566 7.55 0.144 1 568 1.42 11.129 91 659 ~ 120.106 6.60 103.092 680 8.39 7.744 65 745 8.21 9.210 16 821 10.836 8.00 3.133 25 8.00 7.702 62 87 8.00 0.002 0 87 ---------- AAAAA ---------- ------ AAAAA ------.--- .----- -.--.- AAAAA -.-------- ---.-- -.---- 130.942 6.92 106.225 705 8.30 15.446 127 832 8.16 9.272 76 901./ 23.228 6.60 18.292 121 8.39 0.000 0 121 8.21 4.936 41 161 -----..-.- AAAAA --...--..- ...... AAAAA .-----.--. -.-... .-.--- AAAAA -----....- -.--.. --.-.- 23.228 6.60 18.292 121 8.39 0.000 0 121 8.21 4.936 41 161 0/ I I I I I I I I I I I I I I I I I I I Feb 21 21:27 1997 /e/nrh/434/laau_01totel.txt'", 15 02/21/97 lRANCH LAND NAME USE LDR CCJII PUB POS M3 LDR SH'4\SH3-2 CCJII SII4· 1 ; 'AGE 12 3-434 W-CS) ".ACT . DE~IL TOTALS of LAND USE by BRANCH lIME ~ TOTAL EXIST DEVELCIPID EXIST FUr FUnIIE AÐO'L FUr ULT ULTIMTE AÐO'L ULT ACRES '-DEN ACRES POP '-DEN AClES FUT-' POP '-DEN GES ULT-' POP 15.915 6.60 1.485 49 1.39 1.430 71 120 1.21 0.000 0 120 104.913 1.00 39.023 312 1.00 34.294 274 517 1.00 31.596 253 139 52.236 4.00 2.933 12 4.00 49.303 197 209 4.00 0.000 0 209 0.001 1.00 0.001 0 1.00 0.000 0 0 1.00 0.000 0 0 .-.------. AAAAA -------... .---.. AAAAA .-..----.- -..--- .--.-- AAAAA ...---.--. --..-. ...-.. ../' 173.065 6.17 49.441 373 7.13 92.027 542 916 7.(19 31.596 253 1,161 0.006 6.60 0.006 0 1.39 0.000 0 0 1.21 0.000 0 D ....-..--- AAAAA -.------.. .--.-. AAAAA --...----. ..---. -.--.. AAAAA ...---..-. -..... .-..-. 0.006 6.60 0.006 0 1.39 0.000 0 0 1.21 0.000 0 0 1.106 8.00 1.106 9 1.00 0.000 0 9 1.00 0.000 0 9 -----....- AAAAA -..--..... ...--- AAAAA .-.-...... ...... ...... AAAAA ..----..-. .--..- ...... 1.106 1.00 1.106 9 8.00 0.000 0 9 1.00 0.000 0 9 CCJII 0.061 1.00 0.061 0 1.00 0.000 0 0 8.00 0.000 0 0 -........- AAAAA .--..-...- .-.-.. AAAAA .-....--.. ...--. ...--. AAAAA .........- ---... ...... SH5- 1 0.061 8.00 0.061 0 8.00 0.000 0 0 8.00 0.000 0 0 LDR CCJII PUB W1·1 LDR CCJII PUS POS , W1'.2 LDR CCJII PUB W2 LDR CCJII - W2-1 LDR CCJII INO W2-2 161.542 6.60 136.739 902 8.39 9.938 13 986 8.21 14.865 122 1,108 28.131 8.00 11.902 95 8.00 11.295 90 186 8.00 5.634 45 231 0.617 4.00 0.617 3 4.00 0.000 0 3 4.00 0.000 0 3 ---....... AAAAA -.----.... --.-.- AAAAA --...---.- .....- ...--. AAAAA ...-...... -...-. ....-. 191.050 6.88 149.318 1,000 8.05 21.233 174 1,174 7.93 20.499 167 1,341........ 124.948 6.60 120.917 7'98 8.39 3.971 33 832 8.21 0.000 0 832 16.323 8.00 5.987 48 8.00 10.336 83 131 1.00 0.000 0 131 5.083 4.00 4.510 18 4.00 0.000 0 18 4.00 0.573 2 20 4.215 1.00 4.203 4 1.00 0.011 0 4 1.00 0.000 0 4 ---....... AAAAA -......... --.... AAAAA ....--.... -.-... ----.. AAAAA --.-----.. ------ .-..-- - 150.561 6.31 135.678 ~ 7.47 14.318 116 985 7.35 0.573 2 987 ,,- ..- 173.110 6.60 166.810 1,101 8.39 0.000 0 1,101 1.21 6.370 52 1,153 12.956 8.00 5.919 47 8.00 0.000 0 47 1.00 7.031 56 104 6.470 4.00 1.091 4 4.00 0.000 0 4 4.00 5.378 22 26 --..------ AAAAA --.---.... ..---. AAAAA -....--.-- .-.--- ....-- AAAAA ...-.-.... .....- -....- 192.605 6.96 173.820 1,.153 8.08 0.000 0 1,153 7.96 11.785 130 1,283"/ 66.383 6.60 65.200 430 8.39 0.000 0 430 8.21 1.182 10 440 0.179 8.00 0.006 0 8.00 0.000 0 0 8.00 0.174 1 1 -.------.. AAAAA -.-....... -.-... AAAAA ...--..... ..--.- -..... AAAAA .......... ...... ..- 66.562 6.85 65.206 430 8.32 0.000 0 430 1.17 1.356 11 441./ 37.935 6.60 26.292 174 8.39 11.634 98 271 1.21 0.009 0 271 2.044 8.00 1.086 9 8.00 0.951 8 16 1.00 0.000 0 16 15.983 10.00 9.060 91 10.00 6.923 69 160 10.00 0.000 0 160 ---..-.--. AAAAA .-----.-.. ----.. AAAAA ..---..... --.... .--... AAAAA ...----... .----- ---..- 55.962 7.48 36.438 273 1.57 19.515 174 447 1.46 0.009 0 447./ I I I I I I I I I I I I I I I I I I I -' feb 21 21:21 1991 /e/nrh/434/lllu_01total.txt Page 11 02/21/91 PAGE 13 3-434 WoeS) IMPACT· DETAIL TOTALS of LAND USE by BRANCH NAME BRANCH LAIID TOTAL EXIST DEVELOPED EXIST FUT FUTURE ADD'L FUT ULT ULTIMATE ADO'L UlT NAME USE ACRES P'DEN ACRES PCP P-DEN ACRES FUT·P PCP P'OEN ACRES ULT·p POP LOR 63.423 6.60 52.031 343 1.39 4.114 35 318 1.21 7.212 59 438 MDR 4.431 23.65 0.016 o 30.01 0.000 0 o 30.00 4.415 132 133 ~ 33.780 8.00 8.874 11 1.00 0.000 0 71 8.00 24.906 199 210 PUB 0.949 4.00 0.947 4 4.00 0.000 0 4 4.00 0.002 0 4 ......---- AAAAA -..---.-.- ...-.. AAAAA --.--..--- ..---- ---.-. AAAAA ...-..-.-. ............ W2a-1 102.583 7.91 61.814 419 9.44 4.114 35 454 9.33 36.535 391 845 - LOR 31.134 6.60 30.279 200 1.39 0.000 0 200 1.21 7.455 61 261 INO 0.149 10.00 0.149 1 10.00 0.000 0 1 10.00 0.000 0 1 PUB 17.811 4.00 11.816 11 4.00 0.000 0 71 4.00 0.002 0 11 .--------- AAAAA .....-.... -..-.. AAAAA ---....-.- .---.. --.-.- AAAAA .--.--.... -...-...-- W3 55.101 6.29 48.244 273 1.56 0.000 0 213 7.44 7.458 61 334 ,./ LOR 115.604 6.60 110.391 129 8.39 0.000 0 729 8.21 5.213 43 111 PUB 0.124 4.00 0.124 3 4.00 0.000 0 3 4.00 0.000 0 3 --..-.--.- AAAAA ...-...... .,...- AAAAA -----.-..- ---... ------ AAAAA ....-.-.-. ..---- -----... W3-1 116.328 6.29 111.115 731 7.81 0.000 0 131 7.11 5.213 43 114 / LOR 38.775 6.60 16.374 108 8.39 0.060 1 109 8.21 22.342 183 292 ~ 19.026 8.00 4.163 33 8.00 14.862 119 152 8.00 0.000 0 152 PUB 0.391 4.00 0.381 2 4.00 0.000 0 2 4.00 0.004 0 2 --...-.--- AAAAA .-....-.-. -..... AAAAA ----...-.- .---.. ____e. AAAAA ------...- ............ ...- ............. ... W4 58.193 6.69 20.924 143 1.15 14.922 119 262 1.14 22.346 183 446 ".,- LOR 121.116 6.60 71.035 469 8.39 0.029 0 469 8.21 50.052 411 880 MDR 14.521 23.65 1. 632 39 30.01 0.000 0 39 30.00 12.889 387 425 ~ 172.664 8.00 90.761 726 8.00 62.124 502 1,228 8.00 19.179 153 1,381 INO 6.387 10.00 6.387 64 10.00 0.000 0 64 10.00 0.000 0 64 PUB 10.510 4.00 10.351 41 4.00 0.000 0 41 4.00 0.159 1 42 -..------- AAAAA ---.-.-.-- .----- AAAAA .--...--.- .----- --.... AAAAA -...--..-- '-"" ------ W4-1 325.198 8.49 180.167 1,339 9.14 62.153 502 1,841 9.67 82.278 952 2,792 v LOR 120.962 6.60 32.784 216 8.39 0.000 0 216 8.21 88.178 724 940 ~ 5.520 8.00 1.000 8 1.00 0.000 0 8 8.00 4.521 36 44 ..-----... AAAAA ---------- ...... AAAAA -------..- ---... ------ AAAAA -----....- ------ --..--.. WS 126.483 6.97 33.784 224 8.29 0.000 0 224 8.15 92.699 760 984/ LOR 62.851 6.60 27.012 178 8.39 0.000 0 178 8.21 35.840 294 473 HDR 58.269 33.58 46.512 1,562 50.00 8.101 435 1,99750.01 3.056 153 2,150 ~ 1.531 8.00 0.901 7 8.00 0.000 0 1 8.00 6.636 53 60 PUB 0.233 4.00 0.233 1 4.00 0.000 0 1 4.00 0.000 0 1 POS 20.612 1.00 20.611 21 1.00 0.000 0 21 1.00 0.002 0 21 .---.-.... AAAAA -.....-.-. ----.. AAAAA .---..-.-. ........ --.. --.... AAAAA .....---.. -..-.- .-..-- WS-1 149.502 16.61 95 . 269 1,769 23.35 8.101 435 2,204 23.31 45.533 500 2,704 0/ LOR 91.217 6.60 6.514 43 8.39 0.000 0 43 8.21 84.702 695 138 CCJ4 38.155 8.00 11.792 94 1.00 17.462 140 234 8.00 9.501 76 310 I I I I I I I I I I I I I I I I I I I Feb 21 21:21 1991 /e/nrh/434/lllu_01totll.txt Page 18 02/21/91 PAGE 14 3-434 w·CS) IMPACT· DETAIL TOTALS of LAND USE by BRANCH NAME BRAJfCH LAND TOTAL EXIST DEVELOPED EXIST FUT FUTURE ADO'L FUT UlT UlTIMATE ADO'L UlT NAME USE ACRES P'DEN ACRES POP P·DEN ACRES FUT'P POP P'DEN ACRES ULT'P PCP PUB 20.889 4.00 1.381 6 4.00 19.502 18 84 4.00 0.000 0 84 .......... AAAAA .......... ...... AAAAA .......... -...-- ...... AAAAA .......... ...... 1016 150.861 6.81 19.693 143 1.46 36.964 21B 361 1.40 94.203 111 1,132 .r LOR 91.151 6.60 94. aao 626 8.39 0.125 1 621 8.21 2.153 18 645 MOR 4.325 23.65 4.325 102 30.01 0.000 0 102 30.00 0.000 0 102 HDR 60.015 33.58 21.624 126 50.00 24.159 1,238 1,964 50.01 13.632 682 2,646 COM 58.205 8.00 39.936 319 8.00 3.142 30 349 8.00 14.521 116 466 PUB 5.916 4.00 5.916 24 4.00 0.000 0 24 4.00 0.000 0 24 POS 13.015 1.00 13.015 13 1.00 0.000 0 13 1.00 0.000 0 13 .....-..-. AAAAA ....-.-... .-.... AAAAA ....-.-... ...... ...... AAAAA .......... -..---- ------ 1016-1 238.154 12.65 179.816 1,811 16.95 28.626 1,269 3,080 16.89 30.311 816 3,896 -- LOR 40.145 6.60 40.138 265 8.39 0.000 0 265 8.21 0.001 0 265 MOR 1.611 23.65 1.611 38 30.01 0.000 0 3830.00 0.000 0 38 COM 0.046 8.00 0.003 0 8.00 0.000 0 0 8.00 0.043 0 0 PUB 9.153 4.00 9.153 39 4.00 0.000 0 39 4.00 0.000 0 39 POS 0.110 1.00 0.110 1 1.00 0.000 0 1 1.00 0.000 0 1 .......... AAAAA .----.-... --.... AAAAA -.--...... ..-... ...... AAAAA .-....--.. ...... ..-... W6a·1 52.265 1.28 52.215 343 8.91 0.000 0 343 8.81 0.050 0 343 .......- LOR 34.691 6.60 0.001 0 8.39 0.000 0 0 8.21 34 .690 285 285 COM 40.323 8.00 19.081 153 11.00 0.000 0 153 8.00 21.236 110 323 PUB 2.648 4.00 2.648 11 4.00 0.000 0 11 4.00 0.000 0 " POS 24.910 1.00 24.895 25 1.00 0.000 0 25 1.00 0.015 0 25 ....------ AAAAA ---------- ---.-- AAAAA ..-..----. .......... .. ------ AAAAA ........-- ........--- ------ W1 102.512 5.58 46.631 188 5.80 0.000 0 188 5.18 55.941 455 643 --- HOR 12.379 33.58 12.379 2,430 50.00 0.000 0 2,430 50.01 0.000 0 2,430 COM 26.528 8.00 25.691 206 8.00 0.000 0 206 8.00 0.831 1 212 PUB 0.011 4.00 0.011 0 4.00 0.000 0 0 4.00 0.000 0 0 .-........ AAAAA .....-.-.- .----. AAAAA ..---..... ...........- -..... AAAAA ......-... ------ ------ w1·1 98.924 14.02 98.081 2,636 18.40 0.000 0 2,636 18.40 0.831 1 2,643 /' HOR 26.468 33.58 2.062 69 50.00 24.406 1,220 1,290 SO.01 0.000 0 1,290 COM 21.883 8.00 21.883 223 8.00 0.000 0 223 8.00 0.000 0 223 PUB 81.846 4.00 81.846 321 4.00 0.000 0 321 4.00 0.000 0 321 POS 10.391 1.00 10.396 10 1.00 0.000 0 10 1.00 0.000 0 10 .-....---. AAAAA -.--..--.- --...- AAAAA .......... -.---- -....- AAAAA ...-...... .-.-.. .....- WI 146.594 19.16 122.181 630 21.38 24.406 1,220 1,850 21.38 0.000 0 1,850 .,/ LOR 40.891 6.60 40.896 210 8.39 0.000 0 210 8.21 0.001 0 210 HDR 0.045 33.58 0.045 2 50.00 0.000 0 2 50.01 0.000 0 2 COM 12.811 8.00 12.186 97 8.00 0.512 5 102 8.00 0.053 0 102 -...-..... AAAAA .....-..-- ---.-- AAAAA .......... .-..-. ..-... AAAAA -.-....... -...-. ..-.-. WI-1 53.153 8.11 53.128 369 9.12 0.512 5 313 9.62 0.054 0 314./' I Feb 21 21:27 1997 /e/nrh/434/lllu_01total.txt Page 19 I I 02/21/97 I I I BlAltCH LAND NAME USE LOR NOR CCJ4 wa-2 LOR COM POS WISa-1 CCJ4 wBb-1 CCJ4 IR-1 LOR CCJ4 IRa· 1 I I I I I I I I I I I I I PAGE 15 3-434 WoeS) IMPACT - DETAIL TOTALS of LAND USE by BRANCH NAME TOTAL EXIST DEVELOPED EXIST FUT FUTURE AOD'L FUT ULT IATIMATE ADÐ'L ULT ACRES P-DEN ACRES POP P-DEN ACRES FUT-P POP P-DEN ACRES ULT-P POP 36.745 6.60 36.593 242 8.39 0.000 0 242 8.21 0.152 1 243 1. 727 33.58 1.727 58 50.00 0.000 0 58 50.01 0.000 0 58 48.376 8.00 30.882 247 8.00 7.515 60 307 8.00 9.979 80 387 ----....-- AAAAA .-......-- ------ AAAAA ---------- ------ ------ AAAAA .-------.- 86.849 9.10 69.203 547 10.97 7.515 60 607 10.89 10.131 81 688' 77 .119 6.60 76.605 506 8.39 0.000 0 506 8.21 0.514 4 510 10.714 8.00 10.714 86 8.00 0.000 0 86 8.00 0.000 0 86 5.382 1.00 5.382 5 1.00 0.000 0 5 1.00 0.000 0 5 ---------- AAAAA -.-.-.---- ------ AAAAA ---------- ..... -... -... -.---- AAAAA -------..- ........... ... ............... - 93.215 5.39 92.701 597 6.34 0.000 0 597 6.25 0.514 4 601 ,..- 18.966 8.00 18.966 152 8.00 0.000 0 152 8.00 0.000 0 152 ---------- AAAAA ---------- ------ AAAAA ---------- ------ ------ AAAAA ---------- ------ ------ 18.966 8.00 18.966 152 8.00 0.000 0 152 8.00 0.000 0 152- 15.136 8.00 15.136 121 8.00 0.000 0 121 8.00 0.000 0 121 --..--...- AAAAA ---------- --...- AAAAA --.------- -.---- -..-.. 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A-11 Impact Fee MUE Growth and Impact Fee Fund Operations Report I I I I I I I I I I I I I I I I I I I REED MUNICIPAL SERVICES, INC. ~Ms TAßI..ê A -II August 19, 1996 Mr. Greg Dickens Director of Public Works City of North Richland Hills Mr. Dickens, We have completed our review and analysis of the new account activities of the current Impact Fee program for the thirty six month period beginning October 1, 1993, and ending September 30, 1996. This time frame consists of thirty four months of actual growth plus two months estimates to comprise the entire thirty six month period. This analysis was performed to document the growth in Meter Unit Equivalents, (MUE'S), within the total system. This analysis was also to be performed in conjunction with the development of updated Impact Fees after the City of North Richland Hills sells a portion of their Water and Sewer System to the City of Watauga on or shortly after October 1, 1996. The original Capital Improvement Plan developed in 1990 included the estimated growth in MUE's that was used to determine the existing Impact Fee schedule of charges. A comparison of the estimated growth to the actual growth is discussed in the following section. PROJECTED MUE GROWTH The Capital Improvement Plan that was approved in 1990 was prepared based on a land Use Assumption Plan that estimated that the City of North Richland Hills Utility System would increase by 4880 MUE's during the ten year period ending in the year 2000. It was assumed that these 4880 MUE'S would be spread equally over the ten year period on an average annual basis. Because of economic changing factors, it would be virtually impossible to accurately estimate the exact years in which the majority of activity would ocaJr, so the average annual figure was used to prepare the report. This process of averaging the estimated growth is provided for in Chapter 395, local Government Code, which specifically authorizes cities to levy and collect Impact Fees. Tables RMS-1 through RMS-4 present the 1101 CROWLEY - ARLINGTON, TEXAS 76012 · (817) 275-8528 - MOBILE (817) 988-8590 I I I I I I I I I I I I I I I I I I I growth in MUE-S in the total utility system, including Watauga, for this thirty six month period. Table RMS-1 presents the three year actual growth in MUE'S compared to the three year estimates for the entire system as well as indicating how much growth occurred in North Richland Hills and how much growth occurred in Watauga. During this three year period, the MUE growth was 1411 with 1118 being in North Richland Hills and 293 being in Watauga. The total growth for this period was 53 MUE'S less than the estimates made during 1990 at the time of program start up. This 53 MUE difference represents a margin of error of approximately 3.5% for the three year period being reviewed. It should be understood that this original estimate in 1990 has proven to be an extremely accurate estimate over longer periods of time, but can vary considerably year by year. Schedule RMS-1 is further supported by Schedules RMS-2, RMS-3 and RMS-4 which present this growth in each of the three years, by budget year quarter, by city, as well as totals for the entire system. Projected Revenue to be collected for Impact Fees was estimated to be $693,936 for the entire three year period based upon a growth rate of 488 MUE'S per year. Schedule RMS-5 presents the actual financial operation of the Impact Fee Fund for this three year period. Total Impact Fee Revenues for the period were $690,462 excluding interest, compared to the original estimate of $693,936, or a difference $3,479. At the end of the three year period, September 30, 1996, the Impact Fee Fund will have an estimated unencumbered balance of $428,814 which will be required to be used for specific projects that were listed in the original 1990 Capital Improvements Program. PROJECTED EXPENSES We are currently engaged in the review and analysis of the actual expenses for projects that were listed in the Capital Improvement Program which were actually completed. When this review is completed, a report will be prepared for the committee which reflects the actual MUE growth and the actual project expenses. With these two results, we will then develope an actual Impact Fee allowable to be compared to the Impact Fee which has been charged since the development of the program in 1990. Should we be able to provide additional information or documentation, please contact us at your convenience at (817) 275-8528. -Respectfully, 1).11./) Á. RMS, Inc. I I I I I I I I I I I I I I I I I I I Schedule RMS -1 North Richland Hills MUE Growth 10-1-93 through 9-30-96 Budget Year N.R.H. WAL I2!il Proiected Dit % Dif. 1993-94 474 58 532 488 +44 9.2% 1994-95 299 81 380 488 -108 -22.2 1995-96- ~ ~ ~ ~ ill ~ Period Totals··· 1,118 293 1,411 1,464 -53 -3.6% .. Ten months actual plus two months estimated. ... Thirty Four months actual plus two months estimate Source: Impact Fee Receipts - North Rich/and Hills Utility Department. I I I I I I I I I I I I I I I I I I I North Richland Hills Annual MUE Growth Budget Year 1995-1996 Period NBH WAL. Total 1 st Quarter Oct. 95 - Dec. 95 97 52 149 2nd Quarter Jan. 96 - Mar. 96 78 31 109 3rd Quarter Apr. 96 - Jun. 96 100 47 147 4th Quarter*** Jut. 96 - Sep. 96 70 ~ 94 Annual Total 345 154 499 ***One month actul plus two months estimate. Source: Impact Fee Receipts - North Richland Hills Utility Department. Schedule RMS-2 I I I I I I I I I I I I I I I I I I I North Richland Hills Annual MUE Growth Budget Year 1994-1995 Period NBH WAL I2!m 1st Quarter Oct. 94 - Dec. 94 64 10 74 2nd Quarter Jan. 95 - Mar. 95 . 76 10 86 3rd Quarter Apr. 95 - Jun. 95 96 28 124 4th Quarter Jul. 95 - Sep. 95 ~ ~ ~ Annual Total 299 81 380 Source: Impact Fee Receipts - North Richland Hills Utility Department. Schedule RMS -3 I I I I I I I I I I I I I I I I I I I North Richland Hills Annual MUE Growth Budget Year 1993 -1994 Period NRH WAT. IQmI 1 st Quarter Oct. 93 - Dec. 93 132 12 144 2nd Quarter Jan. 94 - Mar. 94 142 19 161 3rd Quarter Apr. 94 - Jun. 94 118 16 134 , 4th Quarter Jul. 94 - Sep. 94 ß2 11 ~ Annual Total 474 58 532 Source: Impact Fee Receipts - North Richland Hills Utility Department. Schedule RMS 4 I I Schedule RMS.5 I City of North Richland Hills Impact Fee Fund Operations 10·1·93 thru 9·30.96 I Revenues 1993·94 1994-95 1995·96 I Beginning Balance $538,778 $807,594 $396,036 I Water Impact Fees $194,416 $137,954 $192,584** I Sewer Impact Fees 61,800 44,160 59,548** Interest Income zz..m 37.300 ~** I Total Annual Rev. 278,351 219,415 291.53r* I I Expenses Water Projects 632 525,363 228,546** I Sewer Projects ~ 105.610 29.208** I Total Anual Exp. 9,535 630.973 257.754" I Ending Balance $807.594 $396.036 $429.814** I Fund Distribution: I Water Impact Fees Plus Interest $312.346- Sewer Impact Fees Plus Interest 117.468- I Proof Fund Balance $429,814** I "Ten month actual operations plus two months estimated I Source: Thirty Four months actual operational and financial data from City of North Richland Hills Finance and Utility Departments plus two months estimates by RMS Inc. I I I I I I I I I I I I I I I I I I I I ll-1d-1995 5:51PM FRŒ1 RMS I NC 81 7 275 1 asø P.2 July 16, 1997 RiChard, J have received the balances In the impact fee funds from the City of North Richland Hills. These balances as of June 30, 1997 are as follows: Water Impact Fee Fund $ 344,879 $ 91,121 Sewer Impact Fee Fund These totals include all collections plus interest earned through June 30, 1997. As soon as I receive the totals from Watauga, I will send them to you. Keith I I I I I I I I I I I I I I I I I I I July 31, 1997, 3-434. Water and Wastewater Impact Fee Update Study WA TER AND WASTEWA TER SYSTEM IMPACT FEE UPDA TE CALCULA TIONS IMPACT FEE ADOPTION SCHEDULE I I I I I I I I I I I I I I I I I I I - Jul-28-97 08:18A NRH PW&PZ Administration 817 6567538 Item 1. 2. 3. 4. 5. 6. 7. 8. 9. P.02 CITY OF NORTH RICH LAND HILLS, TEXAS Pubflc Works Department PROPOSED WATERlWASTEWATER IMPACT FEE Adoption Schedule Date 8"/97 8/11/97 8114/97 8/21/97 (Thursday) 8/28197 (Thursday) 9/4/97 (thursday) 9/16/97 (no later than) 9122197 9122/97 Description of ActlOf1 Capital Improvements Advisory Committee (CIAC) holds meeting to discuss proposed CIP Plan and Impact Fee Rates. Council sets date for Public Hearing to consider adoption of CIP Plan and Impact Fee Rates. Public Hearing to be 9122/97. CIAC Committee holds second meeting to discuss and finalize their recommendations on the CIP plan and Impact Fee Rates. Advertise the CIP Plan Public Hearing along with proposed maximum Impact Fee rates in local newspaper (1st Publication). Notices shall be for 3 consecutive weeks starting at least 30 days before and no more than 60 days before the Public Hearing. 2nd advertisement in the newspaper. 3rd advertisement in the newspaper. CIAC Chairman sends recommendations to Mayor and Council. Council holds Public Hearing on CIP Plan and Impact Fee Rates. Council approves CIP Plan and adopts new Impact Fee Rates, I I I I I I I I I I I I I I I ,I I I I July 31, 1997, 3-434. Water and Wastewater Impact Fee Update Study WA TER AND WASTEWA TER SYSTEM IMPACT FEE UPDA TE CALCULA TIONS CAPITAL IMPROVEMENTS ADVISORY COMMITTEE RECOMMEND A TIONS I I CITY OF NORTH RICHLAND HILLS Department: Public Works Public Hearing to Consider an Update to the Subject: Capita' Improvements Plan and New Impact Fees for Water and Wastewater Facilities Council Meeting Date: 9/22/97 Agenda Number: PW 97 -20 In June 1987, the State Legislature passed Senate Bill 336 which describes the procedure all municipalities shall follow to implement an impact fee. An impact fee is defined as a charge or assessment imposed by a political subdivision against new development in order to generate revenue for funding or recouping the costs of capital improvements or facility expansions necessitated by and attributable to such development. The City has been collecting water and wastewater impact fees on new service connections since ¡ June, 1990 in accordance with State law. State law requires the City to review and update the ' Capital Improvements Plan (CIP) every three years if necessary. With part of the systems being sold to Watauga, it was agreed both cities would update their CIP and consider adopting new impact fees. The staff and our consultant, Knowlton-English-Flowers, Inc., have completed the updated Capital Improvements Plan and determined a new maximum impact fee level. The Capital Improvements Advisory Committee was made aware of the updated plan and wrote a letter of recommendation to the Mayor and City Council dated August 28, 1997. A copy of the letter is attached for your information. At the Council workshop on September 2, 1997 the updated Capital Improvements Plan and the associated impact fee levels were discussed along with the past performance of the impact fee programs. A list of the main points covered at the workshop are listed below. 1. A consultant's review of the last six years shows the City charged 42% and 70% less than the impact fee amounts they could have charged by law for water and wastewater connections, respectively. 2. On the average, the City has collected $163,781 per year in Water Impact Fees and $51,660 per year in Wastewater Impact Fees. 3. On the average, the City has spent $124,511 per year on the Water CIP and $48,641 per year on the Wastewater CIP. Finance Review Source of Funds: Bonds (GO/Rev.) Operating Budget _ )t er Acct. Number Sufficient Funds Available ~FiMn"Dnc1or C n C;ty - age' - - I Page 1 of K. ent Head Signature CITY COUNCIL ACTION ITEM I I I I I I I I I I . I II I Ii I II II II I I I I 4, The impact fee fund has had a combined balance below zero one year. 5, The new maximum Total Impact Fee levels for a meter unit equivalent (MUE) or for 3/4" meter are $2,751 for water and $2,127 for wastewater, 6. North Richland Hills' portion of the total impact fee levels per MUE are $1,952 for water and $1,110 for wastewater, Fort Worth's portion is $799, and $1,017, respectively. 7. CIAC recommended collection levels per MUE on the North Richland Hills portion at $543 for water and $168 for wastewater (27,82% and 15.14% of the maximum, respectively). 8. Staff recommended collection levels per MUE on the North Richland Hills portion at $488 for water and $277.50 for wastewater (25% of the maximum levels in both cases). At the workshop, a couple of questions were asked which may not have been answered completely, These are shown below with answers. .. Why does the City of Keller not pay Fort Worth water impact fees for the wholesale system? Keller has never signed a new water contract with its annually adjusted rates, based on audited test-year figures. They pay for water from Fort Worth under the old contract based on future three-year budget calculations. They pay more for water, but do not pay impact fees. .. Do we reimburse every developer who installs a piece of the Capital Improvements Plan noted in the 1 O-year planning period? Yes, unless they refuse to accept the reimbursement level shown in the CIP or are not willing to follow the public bidding process. State law requires Council to adopt or reject the amended impact fees within 30 days of the "public hearing". The approval of the Capital Improvements Plan and adoption of a new Impact Fee Ordinance are included in this agenda for your consideration. Recommendation: It is recommended the public hearing be conducted. CITY OF NORTH RICHLAND HILLS I I I I I I I I I I I I I I I I I I I CITY OF N@RTH RICHLAND HILLS ?la~.;:r¡:J ?.. '-.s~-=c~·:"...., 5~;,:C-=3 August 28, 1997 Mayor Tommy Brown and City Council Members City of North Richland Hills 7301 N.E. Loop 820 North Richland Hills, TX 76180 RE: WATER AND WASTEWATER IMPACT FEES: Update the Capital Improvements Plan and Amend the Impact Fee Schedule Mayor Brown and City Council Members: On August 7,1997, the Planning and Zoning Commission, serving in their capacity as the Capital Improvements Advisory Committee (CIAC), met to review the "Water and Wastewater Impact Fees Update Report" as prepared by Knowlton-English-Flowers, Inc. (KEF). Richard Albin, P.E. of KEF and Gregory Dickens, Public Works Director, presented the information concerning the Capital Improvements Plan (CIP) and the maximum impact fee levels. The Committee recommends the adoption of the CIP Plan and the Impact Fee levels as presented, with the followi~g considerations. 1. The appropriate public hearing be conducted and any additions or deletions to the CIP project list be considered at that time. 2. The City of Fort Worth water and wastewater impact fees charged to North Richland Hills be included in our overall maximum impact fee rates. This would mean the inclusion of their Land Use Assumption Plans, Capital Improvements Plans, and impact fee assessment rates. P.o. Box 820609 . North Pchl.1~d Hills Tex;¡s ·76192-0609 USA 7301 Northeast Loop 82·J· 3; 7-581 -551~· FAX ôl ì-65ô-7503 I I I I I I I I I I I I I I I I I I I Mayor and City Council Page 2 August 28, 1997 3. The City collects the NRH portion of the total impact fees at a rate 50% greater than we do currently. The following table shows this proposal for a 3/4-inch metered connection. NRH Fee FW Fee Total Fee Collected Collected Collected Water: Current $3Ô2,OO $234.96· $596.96 CIAC Proposed $543.00 5234.96· 5777.96 Wastewater: Current $112.00 S580.20 $692.20 CIAC Proposed S168.00 S580.20 5748.20 *The current FW charge for water is a percentage of their normal impact fee. The percentage is annually adjusted based on the amount of FW water supplied to the amount of FW and Trinity River Authority water used by NRH. 4. Allow development in the City to dictate where and when the CIP improvements are installed. 5. Reimburse developer's at the assessable rate determined by the study on those CIP improvements they install at 100%. For instance, if the assessable amount of the water improvements is 73.38% and the cost is $120,000, the City will reimburse the developer $88,056. The Commission is grateful to Council for the opportunity to serve. We stand ready to answer any questions you may have and look forward to our continued participation as the Advisory Committee. Respectfully submitted, ~ cc: Planning & Zoning Commission Larry Cunningham, City Manager Randy Shiflet, Assistant City Manager Greg Dickens, Public Works Director Barry LeBaron, Director of Planning & Inspection Services Richard Albin, Knowlton-English-Flowers, Inc. pwi97364 I I I I I I I I I I I I I I I I I I I ORDINA.l'lCE NO. /c2.53iJ AI'l ORDIN.-'\NCE AMENDING CHA.PTER 35, WATER AND SEWERS, OF TIIE CODE OF TIŒ CITY OF FORT WORTH (1986), AS AMENDED, BY AMENDING EXHIBIT A.. INCORPORATED BY REFERENCE INTO SECTION 35-70.2(a); FURTIŒR., BY A.1\1ENDING EXHIBIT B, INCORPORATED BY REFERENCE INTO SECTION 35- 70.2(b); FURTIIER., BY A.~NDING SCHEDULE I, IN'CORPORATED BY REFERENCE INTO SECTION 35-70(a);FURTIŒR., BY AMENDING SCHEDULE 2, INCORPORATED BY REFERENCE INTO SECTION 35-703(b); FUR1HER., BY AMENDIN'G EXHIBIT C, INCORPORATED BY REFERENCE INTO SECTION 35-71 (a); FURTIŒR., BY AMENDING EXHIBIT D, INCORPORATED BY" REFERENCE INTO SECTION 35-72(a); FURrnER., BY MfENDING EXHIBIT E, INCORPORATED BY REFERENCE INTO SECTION 35- 76(a); FURTIIER., BY AMENDING EXHIBIT F,INCORPORATED BY REFERENCE INTO SECTION 35-77(a); MAKING TIllS ORDINANCE CUMULATIVE OF PRIOR ORDINANCES AND REPEALING ALL ORDINA.NCES AND PROVISIONS OF TI!E CODE OF.TIŒ CITY OF FORT WORTH IN CONFLICT HEREwrrn; PROVIDING A SEVERABILITY CLAUSE; AND PROVIDIN'G AN EFFECTIVE DATE. BE IT ORDAINED BY THE CITY COUNCIL OF TI!E CITY OF FORT WORm, TEX.-'\S: SECTION 1. Exhibit A, Land Use A.ssumptions for Water, incorporated by refer::=nce into Section 35-70.2(2) of the Code of the City of Fort Worth (1986), as amended., is hereby amended an~ after having been so amended., shall be and read as shown on Exhibit A., attached hereto. SECTION 2. Exhibit B, Land Use Assumptions for Wastewater, incorporated by reference into Section 35- 70.2(D) of the Code of the City of Fort Worth (1986), as amended, is hereby amended and, after having been so amended, shall be and read as shol.l,,'TI on Exhibit B, attached hereto. SECTION 3. Schedule I, the Ma.xirnum Assessab[e £mpact Fee per Serviœ Unit, incorporated by reference into Section 35-70.3(a) of the Code of the City of Fort Worth ([986), as amended, is hereby a....nended and, after having been so amended, shall be and re;:¡,d as shown on Schedule I, attached hereto. I I I I I I I I I I I I I I I I I I I SECTION 4. SchedLÙe 2, Collection SschedLÙe, inCûrporated by reference into Section 35-70.3(b) of the Code of the City of Fort Worth (1986), as amended, is hereby amended and., after having been so amended, shall be and read as shown on Schedule 2, attached hereto. SECTION 5. Exhibit C, Water Benefit Area, inCûrporated by reference into Section 35- ï l.(a) of the Code of th~ City of Fort Worth (1986), as amended, is hereby amended and., after having been so amended, shall be and read as shown on Exhibit C, attached hereto. SECTION 6. Exhibit D, Water Capital Improvements Plan, inCûrporatcd by reference into Section 35-72.(a) of the Code of the City of Fort Worth (1986), as amended, is hereby amended and, after having been so amended, shall be and read as shown on Exhibit D, attached hereto. SECTION 7. Exhibit E, Waste\.l,-ater Benefit Area, inCûrporated by reference into Section 35-76.(a) of the Code of the City at Fort Worth (1986), as amended, is hereby amended and, after having been so amended, shall be and read as shown on Exhibit E, attached hereto. SECTION 8. Exhibit F, Wastewater Capital Improvements Plan, incorporated by reference into Section 35- 77.(a) of the Code of the City of Fort Worth (1986), as amended, is hereby amended and, after having been so amended, shall be and read as shown on Exhibit F, attached hereto. SECTION 9. Tnis ordinance shall be cumulative of all provisions of ordinances and of the Code of the City of Fort Worth, Texas (1986), as amended, except where the provlsions of this ordinance are in direct conflict \.I,ith the provisions of such ordinances and such Code, in which event conflicting provisions of such ordinances and such Code are hereby repealed. SECTION 10. It is hereby dec!a:;:d to be the intention of the City Council thJ.t the sc;ctions, paragraphs, sentences, clauses and phrases of this ordinance are severable, and, if any phrase, clause, sentence, paragraph or section of this ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not I I I I I I I I I I I I I I I I I I I affect any of !be rern~iT1iT1g phrases, clauses, senten~s, paragraphs and sectioDS of this ordj"'~:lc~, since !be same would have been enacted by the City Council without the incorporation i.n, tb..is ordinance of any such unconstitutional phrase, clause, sentence, paragraph or section. SECTION II. This ordinance shall take effect and be in ful[ force and effect from and a,¡'i:er June 5, 1996. ~>~RM AND LEGALITY /Wl.-r City Attorney ~ ~ ,I 1"'- Date: ~ . ~/96 ADOPTED: _ -.:¿g, CJ~ EFFECTIVE: {p -, S- ~ CJ G; I I I I I I I I I I I I I I I I I I I SCHEDULE! \V A TER AND WASTEWATER Th1P ACT FEE ASSESSNfENT SCHEDULE ~R EQUIVALENCY WATER WASTEWATER SIZE FACTOR IMP ACT FEE IMPACT FEE 3/4" 1.00 $799.00 $ 10 1 Î :00 In 1.67 $ 133433 $1698.39 I 112" ... ...... $1660.67 $3386.61 .J..J.J 2n 5.33 S4258.67 $5420.61 ..." 10.00 $7990.00 $10,170.00 .J 4" ~ 16.67 $ 13.319.33 $ 16,953.39 6" ....."'" ......... $26,630.67 $33,896.61 .J.J..J.J 8" 53.33 S42,610.67 S54,236.61 10" 76.67 S61.259.33 S77,973.39 I I I I I I I I I I I I I I I I I I I SCHEDULE 2 WATER AND WASTEWATER L.\1PACT FEE COLLECTION SCHEDULE METER EQUIV ALENCY WATER WASTEWATER SIZE FACTOR IMPACT FEE· IMPACT FEE·· 3/4" 1.00 S356.00 S580.:W 1" 1.67 S594.52 $968.93 1 1/2" ... ....... $1185.48 $1932.07 .J .J .J 2" 5.33 $1897.48 $3092.47 .,,, 10.00 $3560.00 $5802.00 .J 4" . 16.67 S5934.52 $9671.93 6" 33.33 S 11,865.48 $19,338.07 8" 53.33 SI8,985.48 $30,942.07 . 10" 76.67 S27,294.52 $44,483.93 '" Water is 44.6% of the total maximum assessable amount "'. Wastewater is 57.1% of the total maximwn assessable amount I I I I' I' i Ii I i If I I! I I, I I II I I II , I II I Ii , Ii , I CITY 0 F NORTH RICHLAND HILLS Department: Public Works Approve Updated Capital Improvements Plan Subject: for Water and Wastewater Impact Fee Facilities Council Meeting Date: 9/22/97 PW 97 -21 Agenda Number: Knowlton-English-Flowers, Inc. has completed a final WATER AND WASTEWATER IMPACT FEE UPDATE REPORT dated July 31, 1997 which is the updated Capital Improvements Plan for water and wastewater impact fee facilities. This report was presented to Council at the September 2, 1997 work session. Maps in the back of the reports handed out at the work session graphically show the proposed improvements estimated to be installed within the 10-year planning period. Recommendation: The Capital Improvements Advisory Committee and staff recommend Council approve the Capital Improvements Plan by the consultant, Knowlton-English-Flowers, Inc. dated July 31, 1997. Finance Review Source of Funds: Bonds (GO/Rev.) Operating Budget _ .Jt r Acct. Number Sufficient Funds Available " I C . ~ FInance Oueto' I ~--r~- I ~ ign ture CITY COUNCIL ACT/ON /TEM Page' of I: ., I Ii , II II .1 I I I I I I I I I I ~ I CITY OF NORTH RICHLAND HILLS Department: Public Works Adopt Amended Water and Wastewater Subject: Impact Fees;.. Ordinance No. 2241 Council Meeting Date: 9/22/97 Agenda Number: PW 97-22 This ordinance will take the place of Ordinance No. 1679 and its amendments by Ordinances No. 1701, 1708 and 1736. The only changes this ordinance will make will be to set new maximum impact fee levels as well as new impact fee collection levels, EXISTING vs. PROPOSED IMPACT FEES for 3/4" Metered Connection City of Fort Worth (FW) Maximum Impact Fee * NRH Maximum Impact Fee Total Maximum Impact Fee Water: Existing Proposed $ 725,00 $1,952.00 $ 839.00 $ 799.00 $1,285.00 $ 1 ,01 7.00 $1,564 $2,751 $1,510 $2,127 Wastewater: Existing $ 225.00 Proposed $1,110,00 *. As adopted by North Richland Hills by ordinance. The recommended new collection rate is at 25% of the proposed maximum level for the North Richland Hills portion of the impact fees (see attached table). The City of Fort Worth collection levels were determined by the Fort Worth Council after review by their Advisory Committee. The impact fees are collected from new customers at the time they request service connection to the systems. The Fort Worth wastewater impact fee is not collected from new customers in the north portion of the City which drains to the Trinity River Authority's Center Regional Wastewater Treatment Plant. The City of Fort Worth's portion of the wastewater fee collected is paid to Fort Worth on a quarterly basis. The fees collected per this ordinance will be spent for water and wastewater capital improvements as outlined in Exhibits "S", "C", and "0" of this ordinance. Finance Review Source of Funds: Bonds (GO/Rev.) Operating Budget _ Jt r Acct. Number Sufficient Funds Available /ê? C~ F........ On<:!0l Signature CITY COUNCIL ACTION ITEM Page 1 of I· I I I I I I I I I I I I I I I I I I All legal prerequisites to adopting this ordinance have been complied with, Since the public hearing on the updated capital improvements plan and amended impact fees was held September 22, 1997, the Council must by law take some type of action concerning these proposed amended fees by October 22, 1997, Recommendation: It is recommended Council approve Ordinance No. 2241. CITY OF NORTH RICHLAND H/LLS I I I I I I I I W -.J c: (I] 0 ~... r- u >- ~ c:: c: ~ 0 :EU :E'"C ::) ~ (f) Q) w'i W:E u. r-~ UM ~ L- a.. 0 :E- I I I I I I I I I I I - :I: c:: z (I) Q) Q) u. ... U (t Co E - '"C Q) c: J:) E o U (I) Q) Q) u. ... u (t Co E - .!: "t o ~ "t o u. - )( o (t ~~ (I) Q) Q) u. ... u (t Co E õ ~ ~~ L- Q) ... (t ~ c: o ... Co "¡: u (I) Q) c - (t ... o r- L- Q) ... (t ;: Q) ... (I) ra ~ L- Q) ... ra ~ L- Q) ... (t ;: Q) ... (I) ra ~ L- Q) ... ra ~ L- Q) ... ra ;: Q) ... (I) ra ~ o o L() N N ~ ~ o o ..- o o L() N I'- ~ E -:J c: E Q) .- t: x :J ctJ u~ o o -.::t I'- o C'1 ~ o o o ..- L() - ..- ~ o o -.::t CD L() ..- ~ o o L() ex) N - ..- ~ o o (j) C'1 ex) ~ '*' o o ..- o o N ..- T'"' ~ ~ o o L() o o N CD C'1 ~ "C -Q) c:- Q) U .... Q) ....= :J 0 UU CD ..- m ex) N ..- ~ o N N (j) CD ~ CD (j) CD (j) L() ~ o N o CD L() ~ CD (j) -.::t C'1 N ~ ~ o o L() ~ o o o ..- o o N L() (j) ..- ~ "C E Q) :J :g E c.. -- o x .... ctJ a..~ o o ro I'- ex) -.::t ~ o o I'- N ..- - N ~ o o ..- L() I'- N ~ o o I'- ..- o - ..- ~ o o (j) (j) I'- ~ '*' o o ..- o o o ..- T'"' ..- ~ o o C'1 -.::t L() ~ - ctJ IJ)"C o Q) c.. _ o U .... Q) a.. = u 0 «U - .... u.E CD ..- CD CD o ex) L() (!) N L() ..- ~ ..- ~ o N ro -.::t I'- ~ o I'- I'- L() ex) ~ CD (j) I'- I'- I'- ~ CD (j) N N I'- ~ o N o ro L() ~ o N o ex) L() ~ CD (j) -.::t M N ~ CD (j) -.::t C'1 N ~ ~ o ..- ~ o L() N L() ..- o o CO CD ..- ~ o L() I'- I'- N ~ ~ o CO I'- N ~ o L() N o o ex) ex) -.::t ~ - ~"C o Q) c..- o U ..... Q) a.. 0 :t:U ctJ ..... - 0 CJ")_ I I I I I I I I I I I I I I I I I I I ORDINANCE NO. 2241 AN ORDINANCE OF THE CITY OF NORTH RICHLAND HILLS, TEXAS APPROVING AND ADOPTING A CAPITAL IMPROVEMENTS PLAN FOR WATER AND WASTEWATER IMPROVEMENTS; PROVIDING FOR AND IMPOSING WATER AND WASTEWATER IMPACT FEES; PROVIDING TIME FOR COLLECTION OF IMPACT FEES; PROVIDING FOR THE ACCOUNTING OF FEES AND INTEREST; PROVIDING FOR REFUNDS; PROVIDING FOR UPDATE; PROVIDING A SEVERABILITY CLAUSE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the Texas Local Government Code, Chapter 395, as amended (the "Code") (formerly Tex. Rev. Civ. Stat. Ann. art. 1269j-4.11, as amended), provides a procedure enabling municipalities to enact impact fees; and WHEREAS, on September 23, 1996, the City Council conducted a public hearing, after compliance with all legal prerequisites, to consider land use assumptions to be used to develop a capital improvements plan pursuant to which water and wastewater impact fees would be imposed; and WHEREAS, on September 23, 1996, after compliance with all legal prerequisites, the City Council approved the land use assumptions; and WHEREAS, on September 22, 1997, the City Council conducted a public hearing, after compliance with all legal prerequisites, to consider adopting a capital improvements plan and imposing water and wastewater impact fees within the designated service area (the "Service Area") shown in Exhibit "A", attached hereto; and WHEREAS, the City Council hereby desires to adopt the updated capital improvements plan for water and wastewater improvements (the "Water and Wastewater Impact Fee Update Report") attached hereto as Exhibit "B" which was considered at the September 22, 1997 public hearing; and WHEREAS, the City Council hereby desires to adopt the capital improvements plans for water and wastewater improvements to the City of Fort Worth Wholesale Systems attached hereto as Exhibit "C" and "0" which was considered at the September 22, 1997 public hearing; and Page 10f7 I I I I I I I I I I I I I I I I I I I City of North Rich/and Hills Ordinance No. 2241 WHEREAS, the Water and Wastewater Impact Fee Update Report and Capital Improvements Plans were developed by qualified professionals using generally accepted engineering and planning practices in accordance with Section 395.014 of the Texas Local Government Code; and WHEREAS, the City Council hereby finds and determines that all legal prerequisites have been complied with. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS, TEXAS: SECTION 1. INCLUSIONS That all of the above premises are found to be true and correct and are incorporated into the body of this ordinance as if copied in their entirety. SECTION 2, CAPITAL IMPROVEMENTS PLAN The City Council hereby approves and adopts the Water and Wastewater Impact Fee Update Report and Capital Improvements Plans, copies of which are attached hereto as Exhibit liB", Exhibit "C", and Exhibit "0". Exhibit "B" addresses the portion of the overall North Richland Hills Capital Improvements Plan to be accomplished within the Service Area shown in Exhibit "A". Exhibits "C" and "0" are the Capital Improvements Plans for Water and Wastewater Impact Fees covering the City of Fort Worth's systems which include service to North Richland Hills as a wholesale customer. A copy of the Water and Wastewater Impact Fee Update Report and Capital Improvements Plan which includes Exhibits liB", "C", and "0" shall be maintained at all times in the City Hall. SECTION 3. DEFINITIONS When used in the ordinance, these terms shall be defined as follows: Capital Impact Fee: A charge in addition to water and wastewater connection charges made against the customer or property owner after June 19, 1990 to pay a proportionate share of the total cost of water and wastewater system improvements within the City. Capital Improvements Plan: The Water and Wastewater Impact Fee Study Capital Improvements Plan adopted by the City Council, as may be amended from time to time. Page 20f7 I I I I I I I I I I I I I I I I I I I City of North Rich/and Hills Ordinance No, 2241 Capital Pro Rata Fee: A charge in addition to water and wastewater connection charges made against the customer or property owner prior to June 19, 1990 to pay a proportionate share of the total cost of water and wastewater system improvements within the City. City: City of North Richland Hills Director: The Director of Public Works for the City of North Richland Hills, Texas, or his authorized representative, Land Use Assumptions: The land use assumptions adopted by the City Council upon which the capital impact fees are based. SECTION 4. IMPACT FEE SCHEDULE A fee shall be charged against each lot or tract of land and the owner thereof whose water and/or wastewater line shall be connected with any water line and/or wastewater line in the Systems, and fees shall be charged at the following rates based on the water meter size: ~North Richland Hills' System Impact Fees are shown on the attached Schedule"A". ~Fort Worth's System Impact Fees are shown on the attached Schedule "B". From October 1,1997, the City shall impose and collect impact fees shown on Schedule "An based upon 25% of each item. Impact fees shown on Schedule "Bn shall be imposed and collected at the levels shown on Schedule "cn. All impact fees collected based on Schedule "Bn will be paid to the City of Fort Worth on a quarterly basis. SECTION 5. INCREASING SIZE OF METER If a customer requests an increase in meter size to an existing service, the customer shall pay the fee difference for water and wastewater between the new level of service and the existing level of service as set out in Section 4 hereof. The additional fee shall be paid prior to the installation of the enlarged meter service. A request for additional sewer connections for developed property shall result in the assessment of an additional Wastewater Impact Fee per Schedule "An and Schedule "cn at whichever fee levels are in effect at the time of the request. Page 30f7 I I I I I I I I I I I I I I I I I I I City of North Rich/and Hills Ordinance No. 2241 SECTION 6. PAYMENT OF AND ACCOUNTING FOR CAPITAL IMPACT FEE 1. The capital impact fee shall be fully paid in cash prior to the issuance of any building permit for the development and/or when application for water and/or sewer service is submitted to the City. 2. All capital impact fee funds collected shall be deposited in interest bearing accounts clearly identifying the category of capital improvements or facility expansions for which the impact fee was collected. Interest earned on the impact fees deposited is considered funds of the account on which it is earned and is subject to the same restrictions placed on use of impact fees. SECTION 7. REVIEW OF THE CAPITAL IMPROVEMENTS PLAN 1. The Land Use Assumptions and Capital Improvements Plan shall be updated at least every three years with the initial three year period beginning on the day the Capital Improvements Plan was adopted by the City Council. 2, The review, evaluation, and update of the Land Use Assumptions and Capital Improvements Plan shall be done in accordance with Chapter 395, Texas Local Government Code. SECTION 8. USE OF CAPITAL IMPACT FEES 1. Impact fee funds may be spent only for the purposes for which the impact fee was imposed as shown by the Capital Improvements Plan and as authorized by Section 8, paragraph 2. 2. All capital impact fees may be used to pay the cost of constructing capital improvements or facility expansions identified in the Capital Improvement Plan, including: a. construction contract price; b. surveying and engineering fees; c. land acquisition costs, including land purchases, court award and costs, attorney fees, and expert witness fees; and Page 40f7 I I I I I I I I I I I I I I I I I I I City of North Rich/and Hills Ordinance No. 2241 d. fees actually paid or contracted to be paid an independent qualified engineer or financial consultant preparing or updating the Capital Improvements Plan who is not an employee of the City. 3, All capital impact fees may be used for the payment of principal and interest on bonds, notes or other obligations issued by or on behalf of the City to finance to capital improvements or facility expansions identified in the Capital Improvements Plan. SECTION 9. COMPLIANCE WITH OTHER REGULATIONS 1. In addition to the capital impact fees, each property owner shall: a. Construct or provide for the construction of all water and wastewater lines located within, contiguous or adjacent to their property necessary to satisfy the City's minimum specifications and requirements but that are not a part of the Capital Improvements Plan for the City. b. Pay all water and wastewater connection charges in accordance with applicable provisions of the City Code and all other rules and regulations of the City. SECTION 10. REFUNDS 1. On the request of an owner of the property on which an impact fee has been paid, the City shall refund the impact fee if the existing facilities are available and service is denied or the City has, after collecting the fee when service was not available, failed to commence construction within two years or service is not available within a reasonable period considering the type of capital improvement or facility expansion to be construction, but in no event later than five years from the date of payment. 2. On completion of the capital improvements or facility expansion identified in the Capital Improvements Plan, the City shall recalculate the impact fee using the actual costs of the capital improvements or facility expansion. If the impact fee calculated based on actual cost is less than the impact fee paid, the City shall refund the difference if the difference exceeds the impact fee paid by more than 10 percent. 3. The City shall refund any impact fee or part of it that is not spent as authorized by this Section 8, within 10 years after the date of payment. Page 50f7 I I I I I I I I I I I I I I I I I I I City of North Rich/and Hills Ordinance No. 2241 4. Any refund shall bear interest calculated from the date of collection to the date of refund at the statutory rate as set forth in Article 1.03, Title 79, Revised Statutes (Article 5069-1.03, Vernon's Texas Civil Statues), or its successor statute. 5. All refunds shall be made to the record owner of the property at the time the refund is paid. However, if the impact fees were paid by another political subdivision or governmental entity, payment shall be made to the political subdivision or governmental entity. SECTION 11. AUTHORITY OF POLITICAL SUBDIVISIONS TO PAY FEE Political subdivisions and other government entities are subject to the impact fees imposed under this ordinance. SECTION 12. EFFECT OF THIS ORDINANCE 1. This ordinance is subject to amendment by the City Council pursuant to its governmental and legislative power and upon a finding and conclusion that the then current land use assumptions and actual development and construction of capital improvements or facility expansion reflect a change in the estimates and projections used to calculate the total projected number of service units and costs of capital improvements and resulting capital impact fees. 2. This payment and collection of the capital impact fees shall not obligate the City to provide any specific capital improvement unless approved by the City Council and shall not guarantee any specific level or quality of capital improvement or facility expansion. SECTION 13. SEVERABILITY If any section, article, paragraph, sentence, clause, phrase or word in this ordinance, or application thereto any person or circumstances is held invalid or unconstitutional by a court of competent jurisdiction, such holding shall not affect the validity of the remaining portions of this ordinance; and the City Council hereby declares it would have passed such remaining portions of the ordinance despite such invalidity, which remaining portions shall remain in full force and effect. All ordinances or any parts thereof in conflict with the terms of this ordinance shall be and hereby are deemed repealed and of no force or effect provided that such repeal shall be Page 60f7 I I I I I I I I I I I I I I I I I I : I I I City of North Rich/and Hills Ordinance No. 2241 only to the extent of such inconsistency and in all other respects this ordinance shall be cumulative of other ordinances regulating and governing the subject matter covered in this ordinance. SECTION 14. EFFECTIVE DATE This ordinance shall be effective immediately from the date of passage and approval. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS, TEXAS on this the day of APPROVED: Tommy Brown, Mayor ATTEST: Patricia Hutson, City Secretary APPROVED AS TO FORM AND LEGALITY: Rex McEntire, Attorney for the City Page 70f7 I J ¡ I I I I , , , , , , f f ~ ~ ~ j EXHIBIT "C" Part of Ordinance No. 2241 CAPITAL IMPROVEMENT PLAN For Determ£nation of WATER IMPACT FEES Prepared for: f> rort Worth Water Deç:x::rtmeìt Prepa.red by: CARTER & BURGESS, INC. In assocžation with CH2M HILL A1ay 28, 199ó .- ~ i- f f f f , , r r , , , f , I I ~ EXHIBIT "0" Part of Ordinance No. 2241 CAPITAL IMPROVEMENT PLAN For Determination of WASTEWATER IMPACT FEES Prepared for: f) Fort Worth Woter De;::x:7tment prq;ared [;.:¡: CARTER & BURGESS, INC. In association with CH2M HILL Ma.y 28, 199ó I I I I I I I I I I I I I I I I I I I SCHEDULE "A" Water and Wastewater Impact Fees (North Richland Hills System) Equivalency Meter Size Factor Water Wastewater Total 3/4 Inch 1.00 $1,952 $1,110 $3,062 1 Inch 1.67 $3,260 $1,854 $5,114 1-1/4 Inch 2.77 $5,407 $3,075 $8,482 1-1/2 Inch 3.33 $6,500 $3,696 $10,196 2 Inch 5.33 $10,404 $5,916 $16,320 3 Inch 10.00 $19,520 $11 , 1 00 $30,620 4 Inch 16.67 $32,540 $18,504 $51,044 6 Inch 33.33 $65,060 $36,996 $102,056 8 Inch 53.33 $104,100 $59,196 $163,296 10 Inch 76.67 $149,660 $85,104 $234,764 Note: Source of Equivalency Factors is American Water Works Association, Manual of Water Supply Practices No. M6, "Water Meters-Selection, Installation, Testing, and Maintenance. I I I I I I I I I I I I I I I I I I I SCHEDULE "8" Water and Wastewater Impact Fees (Fort Worth Systems) Meter Size Equivalency Factor Water Wastewater 3/4 Inch 1.00 $799,00 $1,017.00 1 Inch 1.67 $1,334.33 $1,698.39 1-1/2 Inch 3.33 52,660.67 $3,386.61 2 Inch 5.33 $4,258.67 $5,420.61 3 Inch 10.00 $7,990.00 $10,170.00 4 Inch 16.67 $13,319,33 $16,953,39 6 Inch 33.33 $26,630.67 $33,896.61 8 Inch 53.33 $42,610,67 $54,236.61 10 Inch 76.67 $61,259.33 $77,973.39 I I I I I I I I I I I I I I I I I I I SCHEDUlE"C" Water and Wastewater Impact Fees Collection Schedules (Fort Worth Systems) Meter Size Equivalency Factor Water .. Wastewater U 3/4 Inch 1.00 $356.00 $580.20 1 Inch 1.67 $594.52 $968.93 1-1/2 Inch 3.33 $1,185.48 $1,932.07 2 Inch 5.33 $1,897.48 $3,092.47 3 Inch 10.00 $3,560,00 $5,802.00 4 Inch 16.67 $5,934.52 $9,671.93 6 Inch 33.33 $11,865.48 $19,338,07 8 Inch 53.33 $18,985.48 $30,942,07 10 Inch 76.67 $27,294.52 544,483.93 * Water is 44.6% of the total maximum assessable amount. **Wastewater is 57.1 % of the total maximum assessable amount. I I I I I I I I I I I I I I I I I I I July 31, 1997, 3-434. Water and Wastewater Impact Fee Update Study WA TER AND WASTEWA TER SYSTEM IMPACT FEE UPDA TE CALCULA TIONS EXHIBITS I I I I BUR i: 'I ..~~ I :1 I --i! I , , I-~~" ¡----------j! I "- ::; I I I I I I I I I I I I I 1 I Q I ~on ~.. al,\,HIC SCALE 'N '1fT saoo ~ LEGEND - R.O.W. & PROPERTY LINES - RAILROADS CITY LIMIT LINES _f:~ii:--~· [::JSERVICE AREA <LÁ :êLI /T ,; '!H~'" ';~II=!Tl: ò1'. ,h'! ¡I" j -'I 'I-' IQb-"-1, ': , +-fT PROPO SED SERVICE AREA MAP N@RTH RICHLAND HILLS S e p t e m be r 23 , 1 996 n-, ~o,... . )(wc:MtTot-Þ.GtlSli-FlOWW, 1Me. ........,........ -..._~~Ioo..,..-."""'.-Cl_... '",----T I ~ Ç',ID -- ,- ,,-... n..,."aM"",",,,- ,"""".J... ............ ____ ---__ n_un,c '"oo......n.... ..1,.... I I I I I I I I I I I I I I I I I I I ¡ . I o lœoa =--- )DOG _"1)00 HOO ~ , otA'HIC SCAlE .... Fur 1/ I, LEGEND ---- I.Q.W. " PROPERTY LI"'ES ~ RAILROADS _._-~ CITY ll~IT ll"t:S _ ~?r~5,open SP"c~ >_ '-,- ~.·Å~~.HI..!~~I-: . i 1fC~1~, c· . "IJI~'~1t co.., LI~". ~ ~...; 10 ; ,I ¡J_ -tî L ~1' ~~,~ I.;nde-nloped An'., :-f~T--=;:t~.~.-~·~!: ~_-I "," ~ '® ~re°.!:IC~::dT:y The 'felt 2DG6 PROPOSED S...:~~~~_~~.: 2!~_6 C;- IS ~iD n.....",IIt2I......." __."""'4 ,""........... .::1.:___ ...cM""'.,C ,_....."_ ..111... I l I '. I I 0 ,." ~ I ...1__ OUR I --I ----~ It-- I I II -J .[ 'I I I I I I I I I I I I I I I LEGEND - ILO.W. & PROPERTY LINES --- RAILROADS -.-..- CITY LIMIT PROPO SED DEVELOPED AND UNDEVELOPED AREAS N@RTH --~ - RICHLAND HILLS September 23, 1996 n ~_~ n~;:=-:~~-=-:.øl.....a~ _~~NtC.:.:.=:... ~:..~ ~n~~ I I I I I I I I I I I I I I I I I I I Exhibit D CAPITAL IMPROVEMENT PLAN For Determination of WATER IMPACT FEES Prepared for: . Fort Worth Water Department Prepared by: CARTER & BURGESS, INC. In association with CH2M HILL May 28, 1996 I II I I I I I I I I I I I I I I I I I Contents Page Executive Summary ......................................... 1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Eligible Facilities .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Raw Water Sources and Transmission .......................... 4 Water Treatment Plants . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Pump Stations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Storage Tanks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Engineering Studies ..................................... 6 Capacity Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Raw Water Sources and Transmission .......................... 8 Water Treatment Plants ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Pump Stations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Storage Tanks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Facility Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Raw Water Sources and Transmission ......................... 13 Water Treatment Plants . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Pump Stations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Storage Tanks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 Engineering Studies .................................... 17 Service Unit Detennination ................................... 18 Appendix A. CIP Projects Appendix B. Pumping Capabilities Appendix C. Distribution System Storage Appendix D. Meter Summaries I I I I I I I I I I I I I I I I I, I I Executive Summary Water Capital Improvements Plan This report contains the Water Capital Improvement Plan (WCIP) for determination of impact fees. When combined with the Carter & Burgess, Inc. report titled "Land Use Assumptions - Water Facilities, 1996-2016" (Land Use Assumptions) the WCIP provides the necessary engineering calculations and justification for detennining the maximum assessable impact fee under the Texas Local Government Code, Chapter 395. This report updates the CIP and impact fee study update perfonned originally by the Fort Worth Water Department in 1990 and updated by Carter and Burgess in association with CH2M HILL in 1993. The impact fee law requires that the reports and impact fee ordinance be updated every three years and the impact fee revised, if necessary. The general approach to the WCIP preparation was nearly identical to the 1993 study. As in 1993, the Fort Worth Water Department chose to exclude the water distribution system and financing costs from the WCIP which lowered the maximum assessable fee but also significantly reduced the complexity of the WCIP. The distribution system was excluded because the costs for these improvements are generally paid for by developers anyway. If they were included, a refund mechanism would be required to return a portion of the impact fee to developers to compensate them for the cost of those facilities they construct. This would greatly increase the cost of administration of the impact fee program with only a small net gain in collections. Similarly, the uncertainty regarding interest rates and sources of funds could cause refunds to be required if financing costs were included and the CIP assumptions proved incorrect. The WCIP analyzed what facilities would be required to serve growth between the years 1996 and 2006. Eligible facilities included in this study were treatment plants, pump stations, storage facilities, and engineering studies. The present and future capacity of these facilities was analyzed based on the Fort Worth design criteria found in the 1989 Water Master Plan, system operating records over the past 20 years, and the Land Use Assumptions. The following table compares the results of the 1993 and 1996 studies. WCIP Costs Total Equivalent Meters Maximum Assessable Impact Fee 1993 $30,558,978 34,318 $890 1996 $34,247,781 42,833 $799 The following items are changes made for the 1996 WCIP along with the impact (1993 versus 1996) on the maximum assessable fee: 1. Project costs for future projects have been updated to 1996 dollars. This raised the fee by the rate of inflation. DFWl \1325S8\EXECSUM. WPS I I I I I I I I I I I I I I I I I I I 2. A few projects have been added to the CIP to more accurately reflect the needs of the system to meet current growth patterns. This should not significantly effect the maximum impact fee. 3. As shown in the Land Use Assumptions, population projections have risen since the 1993 study. The projects and the allocations in the WCIP have been adjusted to reflect the revised population forecasts. Generally this raises the fee because additional, newer facilities are required to meet the growth. The maximum assessable impact fee for a 3/4" water meter was found to be $799, which is down from $890 in the 1993 study. The primary reason for this decrease was the reallocation of costs related to the Eagle Mountain WTP. Compared to the previous study, additional costs associated with the Rolling Hills WTP were allocated to the study period and a greater percentage of the more expensive Eagle Mountain WTP costs were allocated to existing customers. The impact fee calculated in this report is the maximum assessable fee. The City of Fort Worth is legally allowed to charge any impact fee up to the maximum amount. Lower fees may be adopted to encourage growth. The difference between what is required by the WCIP and the amount collected through impact fees will need to be made up through higher water rates or other sources of revenue. DfWl \ 132558\EXECSUM. WP5 I I I I I I I I I I I I I I I I I I I City of Fort Worth, Texas Water Capital Improvements Plan for Determination of Impact Fees INTRODUCTION This document contains the water Capital Improvements Plan (CIP) for determination of impact fees for the City of Fort Worth, Texas and calculates the maximum assessable fee. This study updates the report prepared by the Fort Worth Water Department in 1990 and updated by Carter and Burgess in association with CH2M HILL in 1993. The City of Fort Worth provides water to retail as well as a number of wholesale customers in Tarrant County as described in "Land Use Assumptions - Water Facilities, 1996 - 2016" (Land Use Assumptions). The purpose of the CIP is to identify those projects which will be required to be constructed to serve new growth occurring in the Fort Worth service area between the years 1996 - 2006. The water service area is defined as the water benefit area plus all the wholesale customers. The water benefit area is defined as that area within the city limits of Fort Worth and its extraterritorial jurisdictions where water service is provided or is anticipated to be provided on a retail basis. Population projections found in the Land Use Assumptions report have been used when determining the size and quantity of new facilities. Detailed sizing and siting of facilities within the Fort Worth system is beyond the scope of this project. For impact fee determination purposes, projects identified in the 1989 Fort Worth Water Master Plan (Master Plan) or other projects which have been identified in subsequent projects and conform to the general system needs determined in this study have been selected for inclusion into the CIP. The impact fee includes only that portion of the cost of an improvement which is directly related to new growth. Those projects required to allow the system to serve present customers such as upgrades and additional treatment processes are not included except to the extent that they have excess capacity which will also serve future growth. Likewise, it may be cost effective to oversize some expansion projects to take advantage of economies of scale. For impact fee purposes, however, only that portion which serves growth in the 1996 - 2006 study period is included. The impact fee will be determined based on the number of service units projected to be added in the lO-year study period. This study assumes a 3/4" water meter to be the standard service unit for both water and wastewater. Other size meters will be assessed a higher rate based on the hydraulic capacity of the meter as described later in this report. DFWl \1325S8\RPTOO1.WPS 3 I I I I I I I I I I I I I I I I I I I ELIGIBLE FACILITIES The impact fee law allows all those projects which were undertaken to serve growth during the study period to be included in the impact fee calculation. This includes costs for the development of raw water sources, transmission lines, treatment plants, collection or distribution systems, pump stations, storage tanks, customer service facilities, finance charges, and engineering studies. The City of Fort Worth has elected not to include the water distribution system or finance charges in the impact fee calculation. This decision simplifies the calculation but lowers the total allowable fee which can be collected. The reason the distribution system was not included in the study was because the cost for most of these facilities are already borne by developers as part of the improvements required when they plat a development. Should an impact fee which included these facilities be assessed, the contractors would be due a partial refund based on the value of the facilities they installed. This would significantly increase the costs to administer the impact fee program due to the additional accounting requirements. The City would be required to audit capital improvement projects constructed by developers to verify that an appropriate credit is being given to the developers. Finance costs were not included because of the uncertainties involved with interest rates and sources of funds on future projects. Administration of the impact fee program is increased when financing costs are included since refunds may be required if interest rate or fund source assumptions are incorrect. All of those items which are being excluded from the CIP in this study (collection system, lift stations, and financing costs) were also excluded in both the 1990 and 1993 studies. The following paragraphs briefly describe the existing facilities in the Fort Worth Water System and lists those projects which are eligible for consideration in the CIP. Figure 1 shows the physical location for these projects. Appendix A describes each of the projects in greater detail. Raw Water Sources and Transmission The City of Fort Worth currently has six sources of raw water: · Lake Worth · Clear Fork of Trinity River via Lake Benbrook · Richland Chambers Reservoir · Cedar Creek Reservoir · Eagle Mountain Lake · Lake Bridgeport The costs associated with construction of the raw water sources is reflected in the raw water rate structure and proportional to the amount of water withdrawn. Since the raw DFWl \132558\RPTOOl.WP5 4 I I I I I I I I I I I I I I I I I I I water supplier has already included these costs in the rate structure, they are not eligible for inclusion into the impact fee calculation. The cost for raw water pump stations and transmission mains, however, may be included if they are owned and operated by Fort Worth. The intake structure and raw water pipeline built to serve the new Eagle Mountain Water Treatment Plant are examples of this type of facility. They may be included in the elP to the extent that their capacity is used to serve growth during the study period. Water Treatment Plants The Fort Worth system currently has four water treatment plants in operation. The oldest plants are the North Holly and South Holly plants which have a combined capacity of 160 million gallons per day (MGD). The third plant is the Rolling Hills WTP which was built in 1973 with an 80 MGD capacity and expanded in 1983 to a total capacity of 160 MGD. The Eagle Mountain WTP has a capacity of 30 MGD and was completed in 1992. The present total available treatment capacity is 350 MGD. The Master Plan identifies two additional projects which may be needed to accommodate future growth. These are a 30 MGD expansion of the Eagle Mountain plant (phase II) and another 70 MGD expansion of the Rolling Hills plant (Phase III). Pump Stations The Fort Worth system contains fifteen pump stations with a combined capacity of 330 MGD (200 MGD firm) in the distribution system. In addition, each water treatment plant has a pump station with the combined capacity of these stations equalling 637 MGD (535 MGD firm). These pump stations transfer water among the various pressure planes and customer cities as well as helping maintain pressure in the system. Appendix B lists the pump stations presently in the Fort Worth system. The water Master Plan identifies three projects which were anticipated to be needed during the study period. These were: · 40 MGD expansion of Randol Mill Pump Station · New 46 MGD pump station at North Beach Street · New 0.5 MGD Westland Tank Pump Station Storage Tanks Fort Worth has both elevated and ground storage tanks within their distribution system. Tanks are classified as elevated or ground based on their overflow elevations and the pressure in the pressure plane to which they are allocated. A tank may act as a ground storage tank to one pressure plane and an elevated tank to a lower pressure plane. A tanks volume may only be allocated once, however, so a tank which has its water DFWl \132558\RPrOOt.WP5 5 I I I I I I I I I I I I I I I I I I I allocated as elevated storage in a lower plane may not be counted as ground storage in the pressure plane in which it physically resides. The Fort Worth water system currently has 19 storage tanks within the distribution system, ranging in size from 0.5 to 9.2 MG. A list of the existing storage tanks and the pressure planes in which they are allocated is shown in Appendix C. The system contains 54.7 MG of storage classified as elevated and 71.2 MG of total storage. In addition to the storage within the distribution system, each water treatment plant has ground storage available. This storage capacity is: North Holly South Holly Rolling Hills Eagle Mountain 9MG 12 MG 17MG 7MG Total 45 MG The latest Fort Worth Capital Improvements Plan identifies eight projects which are anticipated to be required during the study period. These are: · 1 MG ground storage at Como in Westside II · 2 MG elevated storage in Blue Mound (Harmon Rd.) in Northside III · 2 MG elevated storage in Eastside II Low · 4 MG ground storage at AHa Mesa in Southside II · 2 MG elevated storage in Westside IV · 2 MG ground storage in Southside II · 2 MG ground storage in Westside III · 5 MG ground storage at Stagecoach in Wests ide II In addition, storage at the water treatment plants will need to be increased as the capacity of the plants is increased. Engineering Studies There are several engineering studies which are eligible for inclusion into the CIP. The following is a brief list of the projects. 1. 1989 Master Plan - This comprehensive engineering report projected growth and analyzed growths effect on the Fort Worth Water System through the year 2010. The project was required to guide the capital improvement program and ensure construction in a planned and cost effective manner. DFWl \l32558\RPTOOl.WP5 6 I I I I I I I I I I I I I I I I I I I 2. 1999 Master Plan - This comprehensive engineering report will update and extend the 1989 Master Plan Study. It will analyze the effect growth has on the Fort Worth system through the year 2020 and will guide the capital improvements program during those years. 3. Water Impact Fee Update - This engineering report is required by law every 3 years in order to verify that the impact fee charged new customers to the system is reasonable and proportionate to their impact on the system. The original impact fee was approved in 1990 so reports during this study period will need to be performed in 1996, 1999, 2002, and 2005. DFWl \132558\RPI'OOl.WP5 7 I I I I I I I I I I I I I I I I I I I CAPACITY CRITERIA Raw Water Sources and Transmission The City of Fort Worth has a long term contractual agreement with the Tarrant County Water Control and Improvement District No.1 to obtain as much raw water as desired. The sources of raw water are therefore considered adequate at present and throughout the study period. The raw water pumping facilities and transmission lines are sized based on the rated capacity of the plant they are serving. As such, they are allocated to future growth in the same proportion as the water treatment plants. Facilities which feed the Holly and Rolling Hills plants have been in place for some time and are considered to only serve existing customers. The facilities associated with the Eagle Mountain WTP can be allocated to future growth as described under the "Water Treatment Plants" section of this report. Water Treatment Plants The water treatment plants should be designed with a total rated capacity equal to the systems maximum day demand. The Master Plan identified the maximum day demand for Fort Worth only as 1.90 times the average day use based on historical data. For the wholesale customers, the maximum day was computed in the Master Plan based on 2.3 times average day. These factors were re-evaluated based on six more years of historical data and found that while the Fort Worth ratio still appears reasonable, the ratio for customer cities is overly conservative. A ratio of 2.1 times average day was determined to be more in-line with historical usage and will be used in computing demands in this report. For the entire system, the weighted average of the max day to average day ratios based on number of connections is 2.00. The Master Plan also identified the expected average day flow. It was determined that the average consumption per capita per day would be 226 gallons for the entire system, again based on historical records. The Master Plan further stated that the consumption rate per capita was not increasing over time. A re-evaluation of the historical data seemed to indicate that per capita consumption was increasing slightly over time, although an analysis is difficult due to the widely variable average usage due primarily to weather conditions and the level of economic activity. The re-evaluation did confirm, however, that 226 gallons per capita-day (gpcd) was a reasonable design average flow for the system. It was determined that any future increases in per capita consumption during the study period would be slight and probably offset by planned conservation measures. Therefore, the consumption rate was considered to remain constant. DFWl\132SS8\RPI'OO 1. WPS 8 I I I I I I I I I I I I I I I I I I I The maximum day demand was computed as follows: MAX = AVG x FACT Where MAX - Maximum Day Consumption Per Capita AVG = A verage Day Consumption Per Capita = 226 FACT = Max Day/Avg Day Factor = 2.00 MAX - (226) x (2.00) = 452 gpcd Based on 1996 populations as provided in the Land Use Assumptions, the maximum day equals: Max. Day Max. Day = 452 gpcd x 712,805 capita 322 MGD = In the year 2006, the maximum day would equal Max. Day Max. Day - 452 gpcd x 803 J 784 capita 363 MGD - Based on these figures 41 MGD (363 MGD minus 322 MGD) of treatment capacity is required to serve future growth. Pump Stations The state (Texas Natural Resource Conservation Commission) requirements for pump station capacity is 0.6 GPM per connection for cities with an elevated storage capacity greater than 200 gallons per connection such as Fort Worth. On a system wide basis, this computes to a required pumping capacity of: (0.6 GPM/conn.) x (222,810 conn.) x (24 hrs/day) x (60 min/hr) = 193 MGD. Since much of the water is pumped more than once to reach the more distant and higher pressure planes, on a system-wide basis this capacity underestimates the pumping required. In addition, the state requirements are minimum values and if greater pumping capacity is required to meet demand and maintain system pressure, then it must be provided. The City of Fort Worth uses the requirement that pumping capacity must equal the greater of peak hour flow or the maximum day flow plus fire flow. On a system-wide basis in 1996 the required pumping capacities compute to: Pump Capacity - Max Day x Peak Hour factor 322 x 1.4 451 MGD = Pump Capacity - DFW1\132558\RPfOOI.WP5 9 I I I I I I I I I I I I I I I I I I I .:;:... RENO ~ /~ 'ks / --~ I i t -- I~ "- ''-\ Î .->-... \~. I ~ ~,·....,t;:'" - 8 ª. ).... ~ '-, ;~. -."- .. ,. ~ ~.~. __ f.ò: .;T~. t.i ~ -^-i . i,_ .......,.. "". / I / I I WES'IU\ND PUMP STATION · . .c... ..:!__ 2 ~ATED \ - r--_-r,nL,- 5 ~~-L7-' ~ ~.~~~ \ft (_ ~( I ........, .., - . -.-'. , ,I .. I.; . ¡)~, { " - I / .., I I ih r ,. /r::r' I~.~ \ ~~11r:f' r.· ---'-- "'. ~ : S-,-Jf' . ! H A~l)q . h--/~. \.J : '" . I -t ":" '( J~ :. '" i I '- ¡ ---=- ..: J j \ f , .. - ~D b\ i "c.. 1\ : "'" IT}. , I '7 ¡"'-"""" i "-'voo' '{... - --..... /:u, -U' ~ -: ~ ~I i.___ .....;,;¡~ :;J ti '- I -...., J ,)\ ~ I IIWI! . "\T -;;¡;;;;. l - / -. .p , \ ...... ;,.,--:.. ~k - \ '- - ~.)~ ~ I \:~~' 'f .~=:Il~_ ! J' -.:7 \, "'" ¡::1) /'Ç;r :.J T F - --1=-t ~ II.4A ~ l..ÇI.o...........J ~r .......Ì'>. '= : Ií~~~ "'~ .. I µ,---:í =- ¡...... " . .¡.----.J1'--;]- ~ ( ......,.. j - fro At; /, I ) ( T, {'~. .~ ~ ~ ~ '~I I ".1 1 2 \ 1 ~ '~~lf~,I, ,~}) ~~ I .' 'f I, ~ . ì v -r!-l .J I ~ 2 ¡(.¡G 0 - ~(JB / -,. .......... ............... '\rQ ) " - ~ \ ,.... ~~ ~ ~ ~ . '" / /\ Î -'" JCIINSOH COUll1'T r-...----1J " Ir .- t~ IRJJUJ!SON ,/ / .. WHOLESALE CUSTOMER ~ ~ !ZJ CJ c:::=J UttY '\ ~ / ~~ hm~ ,I .-- -... '- :;;;- L---- f-- 'ì .\ v----- i ( --< '---. YEAR 2006 WATER SERVICE AREA YEAR 2016 WATER SERVICE AREA INDIRECT WHOLESALE CUSTOMER (WATAUGA) CITIES NOT INCLUDED IN SERVICE AREA ~ Figure 1: CIP Projects Fort Worth, Texas GLUI:IIC sc:.u.a IN WILBI .......-.... .......~..........." -_.- 031'211 H OGN-OI' Job'''I02''olv\ch~f'Z. dgr\ .. .....-.. ........ ..... -. ...... .h..... .-.- .-....... ..... ,.._. ......... ... ..... _... .. _. ......._ h......._. _. .......... ..... ... ....... ......._... n. .. _. ...... ._. ....... ... ....... ~. n..... _.. ._ ........ ....... ... ....... _.. ....... ·····..······....·.............................u.........h..................._............. .........................-....-... .......... I I I I I I I I I I I I I I I I I I I Where: Max Day - System Maximum Day Flow (from previous section) Peak Hour/Max Day factor from Master Plan Peak Hour Factor = Or, based on fire flow plus max day: Pump Capacity = Max Day + Fire Flow 322 + 46 368 MGD = = where fire flow is based on Ft. Worth and state criteria requiring a 4000 GPM fire flow per pressure plane Fire = 4000 GPM x 60 min/hr x 24 hr/day x 8 pressure planes 46.0 MGD - Therefore, the controlling factor will be peak hour demands and the pumping capacity required to serve existing customers will be 451 MGD in 1996. In the year 2006, the peak hour pumping capacity required is: Pump Capacity = 363 x 1.4 508 MGD = These calculations show 57 MGD of pumping capacity (508 MGD - 451 MGD) is required to serve growth in the years 1996 to 2006. Storage Tanks State water system design criteria require 200 gallons per connection of total storage and 100 gallons per connection of elevated storage. Since Fort Worth provides storage to many of its wholesale customers, all wholesale customers were treated as retail customers when computing the amount of storage required by Texas Natural Resource Conservation Commission criteria. The computed state storage requirements are: 1996 Total = 200 gal/conn. x 222,810 conn. = 44.6 MG Elevated = 100 gal/conn. x 222,810 conn. = 22.3 MG 2006 Total = 200 gal/conn. x 253,666 conn. = 50.7 MG Elevated - 100 gal/conn. x 253,666 conn. = 25.4 MG DFWl \132558\RPTOO1.WP5 11 I I I I I I I I I I I I I I I I I I I These requirements are well below the 116.2 MG of total storage (71.2 MG in the distribution system plus 45 MG at the water treatment plants) and 54.7 MG of elevated storage in the Fort Worth System. Again, the state requirements are minimum, however, and must be increased if required on an operational basis. Design criteria used by Fort Worth are: Total Storage = Avg. Day Consumption (Ft. Worth Only) Elevated Storage = 1) 2) Operational Storage + Fire Storage State Fire Standards or Presently 7.7 MG of elevated storage in the Fort Worth system is dedicated to fire storage. Fire storage was based on a 4000 GPM fire fighting flow for 4 hours to each of the eight pressure planes. For the purpose of calculating impact fees, the fire storage volume has been subtracted from available elevated storage and will not be included when calculating future demands for elevated storage. This leaves 54.7 - 7.7 = 47 MG of available elevated storage and changes the criteria for elevated storage capacity to: Elevated Storage = Operational Storage Since some customer cities maintain their own total storage for use in emergencies, the total storage required to meet Fort Worth design criteria was based on the Fort Worth population only. Average day consumption for Fort Worth by itself was found in the Master Plan to equal 231 gpcd. Operational storage has been determined based on historical data to be 20% of the maximum day flow. Since elevated storage is used to meet peak hour demands which include the wholesale customers, the demand for determination of elevated storage requirements was based on the entire system. The storage required is computed as follows: 1996 Total Storage = (231) (471,149) = 109 MG Elevated Storage - .20 (322 MGD) = 64.4 MG 2006 Total Storage - (231) (504,006) = 116 MG Elevated Storage = .20 (363 MGD) = 72.6 MG The controlling design basis for total storage is 109 MG in 1996 and 116 MG in 2006. For elevated storage the basis is 64.4 MG in 1996 and 72.6 MG in 2006. DFWI\132558\RPTOOI.WP5 12 I I I I I I I I I I I I I I I I I I I Facility Requirements This section justifies the projects selected for the Capital Improvements Plan (CIP) and allocates their cost to existing, planning period, and beyond planning period customers. Table 1 summarizes the projects selected for the CIP and shows $34,247,781 worth of projects can be directly attributable to growth during the study period. The actual project costs were used when available and updated Master Plan projections were used on future projects. The following paragraphs describe the allocation and justification for each of these projects. Raw Water Sources and Transmission As previously discussed, the City of Fort Worth is provided as much raw water as required by the TCWCID No.1. The cost for developing these raw water sources is included in the rate structure to the City and are not included in the impact fee calculation. The raw water pump station and transmission line for the Eagle Mountain WTP are included, however, since it was built by Fort Worth to serve the same mix of customers as the Eagle Mountain WTP. As such, its costs are allocated the same as the water treatment plant described in the following section. Water Treatment Plants The current capacity of water treatment plants in the Fort Worth system is 350 MGD. As described previously, the maximum day demand is expected to rise from 322 MGD at present to 363 MGD in the year 2006. Figure 2 graphically shows the water demand and treatment capacity available during the study period. It is assumed that the entire capacity of the two Holly plants (160 MGD) and the first phase of the Rolling Hills plant (80 MGD) are dedicated to existing customers. In order to determine the allocation between Rolling Hills Phase II and the Eagle Mountain WTP an estimate of the demand in the Eagle Mountain service zone in 1996 and 2006 was performed using 1990 forecast zone population data. The estimated maximum day demand in the Eagle Mountain (EM) service zone in 1996 is 65.8 MGD. This is considerably greater than the 30 MGD capacity of the Eagle Mountain WTP and shows that on peak days the northern pressure planes will need to be supplemented with flow from the Rolling Hills WTP. In 2006, the maximum day demand in the EM service zone is expected to increase to 88.3 MGD, an increase of 22.5 MGD. For the purposes of allocating costs for these water treatment facilities, the following assumptions were made: DFWl \l32558\RPI'OOl. WP5 13 I I I I I I I UI QI QI U. Ü «I C. .5 UI Ü QI ·õ ... Q. C «I Qlã: :õ UI CII'E !- QI E QI > o ... c. .5 I I I I I I I I I I I I 'iCg _ 0 ~ 1 (\I ..2C1"O- ë( e-ð~ - UJ ,.. 8,2~ ] g ~ïiŠ o ¡ IN =c.cb ~~g: o 0- ul- 'i OIl:' ëåcu u': CI .2.!! go; <~u- ~.2g u - 1i õ- ~ .- ~8~ õ I- ~ 'ã. «I o ... 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"". .. . 02. . .' \ .... ~. . . . .' . . .. "}'. . .... tf. . . .... .' .'. ..-..., ." ". ...~ . . i~· ~ J~1i" g.., . .:~' .;".: ~ ~ ..' .. ~ " ....C··,. '.. . <. . .. C\ . ..' ..i.··........ . . . I. 0.' .' C') .' ..... a: . ...... . .~. ... ~~~ ?i ." ..' ë '.. . . ..... 10 .' j. co ..... . ~. .' ........... .... . en '·.·..i . ~ . .) .... ~ 1< .' ~ .... ............... . ...... 9 . I·. tÎJ. ". ~ .' .. ......... ..' '.. . " 0.... .'. . . .... . . .' ',~ '.' '. .... , ..... . .. . .... g en o~ 10 ,... . . .' . ". . ...<." . 10 ,... o C\ . .... 10 o C\ o 10 '<t o o '<t o 10 C') o o C') o 10 C\ o o C\ (OÐW) puewao I I I I I I I I I I I I I I I I I I I 1. Eagle Mountain Phase II will need to be constructed during the study period. Only that additional capacity required on a system-wide basis (13 MGD) will be allocated to the study period. The remainder will be allocated for future growth. Study Period Allocation = 13 MGD 30 MGD = 43.3 % 2. Eagle Mountain Phase I will be allocated to study period growth based on the expected increase in demand in the service zone during the study period (22.5 MGD), less that demand which will be met by the Phase II expansion (13 MGD). The remainder will be allocated to existing customers. Study Period Allocation = 22.5 - 13 MGD 30 MGD = 31.7% 3. The remaining portion of the 41 MGD increase in demand during the study period will be allocated to the 80 MGD Rolling Hills Phase II expansion. Study Period Allocation = 41 MGD - EMI allocation - EMIl allocation Study Period Allocation = 41 - 9.5 - 13 MGD = 23.1 % Pump Stations The most accurate method for computing pump station utilization is on a pressure plane basis. An approximation of the effect of growth on utilization can be obtained on a system wide basis but it will be conservative in that it fails to account for water pumped more than once. The data available for the land use assumptions computed population and population forecasts on a city-wide basis making it impractical to break down growth by pressure plane. For this reason, a system-wide basis is used even though it is conservative. The necessary pumping capacity is projected to increase from 451 MGD in 1996 to 508 MGD in 2006 as shown earlier. This results in 57 MGD of new pumping required to serve future growth. The Master Plan identifies three projects with a total pumping capacity of 86.5 MGD which were projected to be needed during the study period. The rapid growth of the Eagle Mountain WTP service zone has forced the North Beach Street Pump Station to be added to the CIP in order to transfer water from the Rolling Hills WTP. Since this project is required in order to transfer water between service zones which is the basis for the methodology used in allocating WTP costs, 100% of the cost of this station is allocated to the planning period. The remaining projects will be allocated as follows: DFWl \132558\RPTOO1.WP5 16 I I I I I I I I I I I I I I I I I I I % Allocated = Total New Pumping Req'd - North Beach Street Capacity of Remaining Projects % Allocated = 57 - 46 MGD 40.5 MGD = 27.2 % The remainder of the costs for the pump stations will be dedicated for use beyond the year 2006. Storage Tanks The City of Fort Worth currently has 116.2 MG of total storage in their water system. This is adequate capacity to supply growth through the study period. Elevated storage within the Fort Worth System totals 47 MG plus 7.7 MG dedicated to fire storage. This is below the 64.6 MG excluding fire storage currently required by Fort Worth design criteria and below the 72.6 MG excluding fire storage required by the year 2006. The Master Plan and the latest Fort Worth capital improvements plan identified seven projects to eliminate this shortfall. The CIP projects have a combined capacity of 20 MG. The total additional capacity required to satisfy the design criteria in the year 2006 is: 72.6 MG - 47 MG = 25.6 MG The Fort Worth water department has analyzed the CIP and was not able to identify projects which were reasonably expected to be built during the study period and could make up the 5.8 MG difference between planned projects and anticipated demand. For the purpose of allocating costs, this variance was split between new and existing customers on a pro-rated basis. Study Period Growth = Existing Customers Demand = 72.6 - 64.4 = 8.2 MG 64.4 - 47 = 17.4 MG Allocation to Growth = Allocation to Existing = 8.2 MG/25.6 MG = 32.0% 17.4 MG125.6 MG = 68.0% Engineering Studies There are three studies which have been included in the impact fee calculation. They are: 1. 1989 Master Plan - This study was required to guide the capital improvements program and ensure construction in a planned and cost effective manner. The master plan covered the years 1990 to 2010 but master plans are typically updated every 10 years. The cost has been allocated based on the 10 year update schedule. Six years (1990-1996) or 6.0% of the cost has been allocated to existing customers. Four years DFWl \132558\RPTOOl.WP5 17 I I I I I I I I I I I I I I I I I I I (1996-2000) or 40% of the cost has been allocated to the study period. The total cost shown is half the overall project cost with the other half being assessed in the wastewater impact fee. 2. 1999 Master Plan - This study is allocated in the same manner as the 1989 Master Plan. Six years (2000-2006) or 60% has been allocated to the study period. Four years (2006-2010) or 40% is allocated to growth beyond the year 2006. The total cost shown is half the overall project cost with the other half being assessed in the wastewater impact fee. 3. Impact Fee Study - This study is required by statute every three years to update the impact fee ordinance and recalculate the effect growth has on the system. The cost for four impact fee studies (1996, 1999, 2002 and 2005) are allocated entirely to the study period. The total cost shown is half the overall project cost with the other half being assessed in the wastewater impact fee. SERVICE UNIT DETERMINATION The equivalent meter has been selected as the method to measure consumption by new growth for impact fee purposes. The equivalent meter is defined as the unit equivalent to the hydraulic capacity of a 3/4' water meter. The 3/4' water meter was selected because it represents the water meter size for an average single family home. Other meter sizes are represented by a number of equivalent meters through multiplication by an equivalency factor based on the hydraulic capacity of the meter. Table 2 shows the equivalency factors used in this study for meters of various sizes. The total number of meters in the Fort Worth service area is provided in Appendix D. This meter information is broken down by type (residential or non-residential) and size, and by whether the meter is serviced by the City of Fort Worth or serviced by a wholesale customer. The appendix also summarizes the data for all the wholesale customers. The remaining pages break down the meter data by wholesale customer. In nearly all cases, the wholesale customer was the source of meter information. Once the number of equivalent meters has been determined, the next task is to calculate the number of people represented by a residential meter and the number of jobs represented by a non-residential meter. This calculation was performed for the City of Fort Worth alone and for the wholesale customers as a group in order to get better accuracy in comparing population or employment changes to number of meters. The results for the present (1996) system are: DFWI \132558\RPTOOI. WP5 18 I I I I I I I I I I I I I I I I I I I , I TABLE 2 I EQUIV ALENT METER TABLE ACTUAL METER SIZE EQUIV ALENCY FACTOR 5/8' or 3/4' 1.0 l' 1.67 1 - 1/2' 3.33 2- 5.33 3' 10.0 4- 16.67 6- 33.33 8' 53.33 10' 76.67 Source: American Works Association; Manual of Water Supply Practices No. M6; "Water Meters-Selection, Installation, Testing, and Maintenance" . DFW1 \132558\RPTOOl.WP5 19 I I I I I I I I I I I I I I I I I I I Fort Worth Only Residential Non- Residential a. b. c. Number of Equivalent Meters Population Employment 140,363 471,149 50,815 370,155 Population per Equivalent Meter (b/a) 3.36 Employment per Equivalent Meter (c/a) 7.28 Non- Residential Wholesale Customers Residential a. b. c. Number of Equivalent Meters Population Employment 110,637 334,011 18,664 128,267 Population per Equivalent Meter (b/a) 3.02 Employment per Equivalent Meter (c/a) 6.87 Using the ratios determined above, the next step is to determine the increase in service units caused by growth in population and employment. Using population and employment projections found in the Land Use Assumptions for the years 1996 and 2006, the estimated number of additional equivalent meters can be calculated as follows: Fort Worth Residential - (Population Change) -:- 3.36 = (504,006 - 471,149) -:- 3.36 - 9,779 Non-Residential = (Employment Change) -:- 7.28 = (449,580 - 370,155) -:- 7.28 = 10,910 Wholesale Customers Residential - (population Change) -:- 3.02 - (299,778 - 241,656) -:- 3.02 - 19,246 Non-Residential - (Employment Change) -:- 6.87 - (105,841 - 85,927) -:- 6.87 = 2.898 Increase in Equivalent Meters = 42,833 DFWl \132558\RPTOO1.WP5 20 I I I I I I I I I I I I I I I I I I I The final step in determining the maximum assessable impact fee is to divide the total costs included in the CIP (See Table 1) by the increase in equivalent meters. This calculation yields the impact fee assessable per equivalent meter (3/4'" size). The fee for other size meters will equal the fee for a 3/4'" meter times the equivalency factor found in Table 2. The maximum assessable impact fee is calculated as: Maximum Impact Fee - (CIP cost) -:- (Increase in Equivalent Meters) $34,247,781 -:- 42,833 $799 per equivalent unit - Maximum Impact Fee = This impact fee underestimates the actual cost of providing service to new customers of the Fort Worth Water System. The underestimate is caused by the City's decision not to include water distribution mains and by the effects of considering pump stations on a system wide instead of a pressure plane basis as discussed previously. If these were to be included, the maximum assessable fee would be increased. The City of Fort Worth is legally allowed to charge any impact fee as long as it does not exceed the maximum assessable fee. A lower fee can be adopted to encourage growth, however, the difference between what is required by the CIP and the amount collected in impact fees would need to be made up through higher rates to existing customers or other revenue sources. DFWI \132558\RPrOOI.WP5 21 I I I I I I I I I I I I I I I I I I I Appendix A I I I I I I I I I I I I I I I I I I I Appendix A CIP Projects Following is a brief description of proposed projects recommended by the Master Plan to be included in a water capital improvements plan. Most of these projects have been included in the CIP for impact fee purposes. Project Title: 5 MG ground storage at Stagecoach W2-1 Description: Design and construction of a 5 MG ground storage tank for the Westside II pressure plane. Purpose: In order to meet operational storage requirements and higher water demand due to the projected population, additional storage facilities are needed for the Westside II Pressure Plane. This improvement is recommended by the 1989 Water Master Plan Study. Status: Planning stage. Project Title: 2 MG elevated storage in Blue Mound area, N3-4 Description: Design and Construction of an elevated tank (2 MG) at the intersection of Harmon Road and Hicks Road in Northside III pressure plane. Purpose: Based on the current Water Master Plan, the existing elevated tank capacity for the Northside III pressure plane is not sufficient to meet projected population water demand and to meet the operational requirement criteria. Hence, additional elevated storage is recommended. Status: Planning stage. Project Title: 2 MG elevated storage (Eastside Low), E2-3 Description: The design and construction of a two million gallon elevated storage facility to be located in the vicinity of the intersection of Highway 183 and Highway 360 in the Eastside II Pressure Plane. Purpose: Due to the creation of the Eastside II (Low) pressure plane and meeting the storage requirements the design and construction of this 2 MG elevated storage to feed the new Eastside II (Low) pressure plane is recommended by the 1989 Water Master Plan. Status: Planning stage. DFWl \132558\RYfOO1.WP5 23 I I I I 'I I I I I I I I I I I I I I I Project Title: 4 MG ground storage at Alta Mesa, S2-2 Description: Design and construction of a 4 MG ground storage tank to be located at the existing Alta Mesa reservoir site in the Southside II pressure plane. Purpose: Due to the future developments in Southside II and III pressure planes, additional storage facilities are required to meet operational storage requirements. This project is also recommended by the 1989 Water Master Plan. Status: Planning stage. Project Title: 2 MG elevated storage at Westside IV, W4-3 Description: Design and construction of a two million gallon elevated storage tank to be located in the new Westside IV pressure plane. Purpose: In order to provide sufficient storage and supply for the future Westside IV pressure plane and to meet the operational storage requirements, the construction of a one million gallon ground storage facility is recommended by the 1989 Water Master Plan Study. The tank size has been increased to 2 MG in the latest Fort Worth CIP. Status: Planning stage. Project Title: 2 MG ground storage at Southern Site, S2-4 Description: Design and construction of a ground storage tank (2 MG) to be located at the southern part of the Southside II pressure plane. Purpose: 1989 Water Master Plan recommends that additional storage capacity will be required by year 2003 to serve Southside II demand, based on the storage requirement criteria. Status: Planning stage. Project Title: 2 MG ground storage in Westside ill pressure plane, W3-4 Description: Design and construction of a 2 MG ground storage facility in Westside III pressure plane. Purpose: Due to the inadequacy of the existing storage facilities in the Westside III pressure plane, and to meet the present and future demand, the installation of this 2 MG ground storage facility is part of the recommended Master Plan improvements. Status: Planning stage. DFWI \132558\RPfOOl.WP5 24 I I I I I I I I I I I I I I I I I I I Project Title: 1 MG Ground Storage at Como, W2 Description: Design and construction of a 1 MG ground storage tank at the Como facility in the Westside II pressure plane. Purpose: To provide additional storage for operational purposes. Project Title: Upgrade Randol Mill Pump Station, E2-1 Description: Upgrade pumps in Randol Mill Pump Station to increase capacity 40 MGD. Purpose: The eastern-most arm of the Eastside II Pressure Plane will have difficulty maintaining adequate pressures under increased future demands. Low pressure in this area is not a result of high ground elevation, but a result of the configuration of the pressure plane and the distances involved in transporting water from the Rolling Hills Treatment plant. To address this situation, this eastern arm must be isolated from the remainder of the Eastside II zone, thus creating a separate pressure plane. Elevated tanks located in this area will require lower overflow elevations than the existing Eastside tanks. Therefore, this area is termed Eastside II (Low). To serve this Eastside II (Low) pressure plane, the Randol Mill Pump Station will be upgraded with new pumps. Status: Planning stage. Project Title: New Booster Pump Station, E2-2 Description: Design and installation of a new Booster Pump Station to be located on North Beach Street. Purpose: A booster pump station is needed to serve the portion of the eastside II Pressure Plane located north of the Holly Pressure Plane and west of Haltom City. This area is currently served by parallel 54-inch and 36-inch transmission mains. With increased demands in this area, it is not possible to maintain sufficient pressure in this area or maintain sufficient water levels in the North Beach Reservoir. This pump station will also serve to boost water from the Rolling Hills WfP into the Northside pressure planes to supplement the Eagle Mountain WTP on peak days. Status: Planning stage. Project Title: New pump station at Westland tank - 0.5 MGD, W4-1 Description: Design and construction of a 0.5 MGD pump station to be located at the Westland Reservoir site in the Westside IV pressure plane.p DFWl \132558\RPfOOl.WP5 25 I I I I I I I I I I I I I I I I I I I Purpose: Due to a lack of any pumping facilities in the Westside IV pressure plane for existing conditions and in order to meet the pressure requirements for future demands, the installation of this pump station is recommended. Status: Planning stage. Project Title: Eagle Mountain Lake Treatment Plant, (Phase I) Description: Construction of the proposed Eagle Mountain Lake Water Treatment Plant, including the intake structure, clear wells, pump station and raw water line. Purpose: As the development of the northern segment of Fort Worth continues and additional water is required by wholesale customers (Keller, Southlake, Saginaw, Sansom Park, etc.), more potable water will be needed, which will exceed existing water treatment plant capacity; hence a new water treatment plant will be needed. The Eagle Mountain Lake Water Treatment Plant will not only serve the Northside III pressure plane, but also will serve a portion of demands in the Northside II pressure plane. Status: Project completed. Project Title: Eagle Mountain Lake Treatment Plant, (Phase II) Description: Construction of a second 30 MGD phase of the Eagle Mountain Water Treatment Plant. Purpose: The northern segment of Fort Worth is the fastest growing area in the City. The plant expansion is required to help meet maximum day demands in this area. Status: Planning stage. Other Projects Project Title: Rolling Hills Water Treatment Expansion to 160 MGD Description: Design and construction of Rolling Hills Water Treatment Plant expansion to treat 160 MGD. Purpose: Rolling Hills WTP was constructed in 1973 in two 40 MGD units and was designed to permit expansion to 160 MGD by doubling the existing facilities. Because of the rapid growth of the City's south and east sides and projected water demand increase, this project was recommended in the 1979 Water Master Plan. DFWl \132558\RYI'OOl.WP5 26 I I I I I I I I I I I I I I I I I I I Status: Construction was completed in 1986. Project Title: 1989 Water Master Plan Description: Engineering study to prepare Water Master Plan. Purpose: A comprehensive water study was required to help guide long-term capital improvement projects to ensure that the most cost effective projects are constructed. In addition, it was necessary to update the 1979 Water Master Plan. The Growth Management Study done by the Planning Department had identified the need for the Water Department to have a Water and Wastewater Master Plan. Allocation: This Water Master Plan will cover the planning period from the year 1990 through the year 2010 but is expected to be updated after 10 years. The CIP covers the period 1993 through 2003. The cost has been allocated based on the 10 year update schedule. Three years (1990-1993) or 33.3% of the cost has been allocated to existing customers. The remaining seven years (1993 - 2000) or 66.7% of the cost has been allocated to the study period. Status: Study was completed in 1989. Project Title: 1999 Water Master Plan Description Engineering study to update the Water Master Plan. Purpose: This water master plan update will project the system flows and needs for the years 2000 through 2020. The Master Plan guides the capital improvements program to ensure cost effective expansion of the system. Allocation: This water master plan will cover the planning period from the year 2000 through the year 2020 but is expected to be updated after 10 years. The CIP covers the period 1996 through 2006. The cost has been allocated based on the 10 year update schedule. Six years (2000 -2(06) or 60% of the cost has been allocated to the study period. The remaining four years (2006-2010) or 40% of the cost has been allocated to growth beyond year 2006. Status: Planned Project Title: Impact Fee Update Description: An engineering study to revise the impact fee ordinance and recalculate the maximum allowable fee which can be assessed. Purpose: By statute the impact fee report and ordinance must be updated every three years. DFWI \132558\RYrOO1. WP5 27 I I I I I I I I I I I I I I I I I I I Allocation: 100 percent of the cost for studies in the years 1996, 1999, 2002, and 2005 can be allocated to the planning period. Status: On-going. DFWl \l32558\RPTOO1.WP5 28 I I I' I I I I I I I I I I I I I I I I Appendix B I I I I I I I I I I I I I I I I I I I Appendix B Pumping Capabilities North Holly Plant: Five 27 MOD and three 15 MOD electrically driven centrifugal units. Total capacity 180 MOD. South Holly Plant: Four 30 MOD and one 15 MOD electrically drive centrifugal units. Total capacity 135 MOD. Rolling Hills Plant: Seven 30 MOD, one 17 MOD, two 15 MOD and one 10 MOD electrically driven centrifugal units. Total capacity 267 MOD. Eagle Mountain Plant: Two 8 MOD, Two 15 MOD and Three 3 MOD electrically driven centrifugal units. Total capacity 55 MOD. South Side Pressure Plane II (850'): Eighth Avenue Station: Two 10 MOD electrically driven centrifugal units and one 9 MOD gas driven unit for standby service. Total capacity 29 MOD. Edwards Ranch Station: Two 16 MOD, one 10 MOD and one 5 MOD electrically driven centrifugal units. Total capacity 47 MOD. South Side Reservoir Station: Two 5 MOD electrically driven centrifugal units. Total capacity 10 MOD. South Side Pressure Plane III (990'): Russom Ranch Station: One 3 MOD and one 6 MOD electrically driven centrifugal units and one 10 MOD electric and gas unit. Total capacity 19 MOD. Alta Mesa Station: Two 5 MOD and two 10 MOD electrically driven centrifugal units. Total capacity 30 MOD. DFW1\I32558\RPTOOl.WP5 30 I I I I I I I I I I I I I I I I I I I North Side Pressure Plane II (853'): North Side Station: Three 3 MGD electrically driven centrifugal units and one 4.5 MGD gas driven unit. Total capacity 13.5 MGD. Cantrell-Sansom Station: One 2 MGD, one 3 MGD, and one 5 MGD electrically driven centrifugal units. Total capacity 10 MGD. North Beach Station: One 2 MGD and one 4 MGD electrically driven centrifugal units. Total capacity 6 MGD. Nortb. Side Pressure Plane III (936'): Jenkins Heights Station: One 2 MGD, one 500 GPM (.720 MGD) and one 800 GPM (1.152 MGD) electrically driven centrifugal units. Total capacity 3.872 MGD. West Side Pressure Plane II (857'): West Side Station: One 12 MGD, one 6.33 MGD and two 5 MGD electrically driven centrifugal units and one 7 MGD gas driven standby unit. Total capacity 35.33 MGD. Southside Reservoir Station: Two 15 MGD, one 10 MGD and one 5.75 MGD electrically driven centrifugal units. Total capacity 45.75 MGD. West Side Pressure Plane III (915'): Stagecoach Road Station: Two 6.33 MGD and one 2 MGD electrically driven centrifugal units. Total capacity 14.66 MGD. West Side Pressure Plane IV: (There is no storage in this pressure plane). Chapple Creek Station: One 75 GPM, one 400 GPM and one 1000 GPM electrically driven centrifugal units. Total capacity 2.124 MGD. DFWl \132558\RPTOO1. WP5 31 I I I I I I I I I I I I I I I I I I I East Side Pressure Plane II (805'): East Side Station: One 22 MGD, one 17 MGD and three 5 MGD electrically driven centrifugal units and one 7 MGD gas driven standby unit. Total capacity 61 MGD. Randol Mill Station: Two 5 MGD and one 10 MGD electrically driven centrifugal units. Total capacity 20 MGD. Fleetwood Station: Two 2 MGD, one 2.5 MGD, and one 5 MGD electrically driven centrifugal units. Total capacity 11.5 MGD. DFWl \132558\RPfOOl.WP5 32 I I I I I I I I I I I I I I I I I I I Appendix C I I I I I I I I I I I I I ,I I I I I I Appendix C Distribution System Storage Holly Pressure Plane (760'): *North Side Concrete Reservoir *South Side Concrete Reservoir *Southside Reservoir Ground Storage Reservoir Capacity (MG) 4.5 5.0 6.0 East Side Pressure Plane II (805'): *Eastwood Elevated Steel tank *Timberline Elevated Steel Tank *Meadowbrook Elevated Steel Tank Randol Mill Ground Reservoir Beach Street Ground Reservoir Fleetwood Ground Reservoir 1.5 2.0 2.0 6.0 5.5 5.5 Southside Pressure Planes: Elevation 850' Plane II *Seminary Hill Elevated Steel Tank * Alta Mesa Ground Storage Reservoir Elevation 990' Plane III * Armstrong Ranch Elevated Steel Tank *Sun County Elevated Steel Tank 2.0 9.2 2.0 2.0 Northside Pressure Planes: Elevation 853' Plane II *Northwest Elevated Steel Tank Caylor Ground Storage Reservoir Elevation 936' Plane III *Jenkins Heights Elevated Steel Tank 1.0 5.0 0.5 Westside Pressure Planes: Elevation 857' Plane II *Calmont Elevated Steel Tank *Stagecoach Ground Storage Reservoir Elevation 974' Plane III *Westland Ground Storage Reservoir 1.0 5.5 5.0 Total Storage in Distribution System 71.2 Total Elevated Storage in Distribution System 54.7 * Classified as Elevated Storage DFWl \132558\RPrOOl.WP5 34 I I I I I I I I I I I I I I I ,I I I I Appendix D I I I I I I I I I I I I I I I I I I II Meter Summary City: Provided: Fnrt Wnrth W/VWW Residential Meters Size Equivalency Factor Quantity Equivalent %" 1.0 112,861 112,861 1" 1.67 11,716 19,566 1 Y2" 3.33 1,591 5,298 2" 5.33 495 2,638 3" 10.0 0 0 4" 16.67 0 0 6" 33,33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 126,663 140,363 Non-Residential Meters %" 1.0 6,766 6,766 1" 1.67 2,145 3.582 1 W' 3.33 1,553 5,171 2" 5.33 3,754 20,009 3" 10.0 288 2,880 4" 16.67 241 4,017 6" 33.33 129 4,300 8" 53.33 35 1,867 10" 76.67 29 2,223 Total 14,940 50,815 % Fort Worth Sewer 98 Total Meters 141,603 % Fort Worth Water 100 Total Equivalent Meters 191,178 Total 1996 Population 471,149 Ratio-Capita/Residential Equiv. Meters 3.36 Weigbted 1996 Population 471,149 Ratio-Jobs/Non-Resident. Equiv. Meters 7.28 Total 1996 Employment 370,155 Ratio-CapitalTotal Meters 3.33 Wei!!bted 1996 Em 10 ent 370,155 Wei bted Meters 141,603 *Includes 2-12" Meters. DFWI/131558/FRMCWO I. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Whnl...,~lp r...:fnmpr<: Ovp~1I Provided: w Residential Meters Size EQuivalencv Factor Ouantitv EQuivalent *" 1.0 -- -- I" 1.67 -- -- I Ih" 3.33 -- -- 2" 5.33 -- -- 3" 10.0 -- -- 4" 16.67 -- -- 6" 33.33 -- -- 8" 53.33 -- -- 10 76.67 -- -- Total -- 106,420 110,637 Non-Residential Meters *" 1.0 -- -- I" 1.67 -- -- I Ih" 3.33 -- -- 2" 5.33 -- -- 3" 10.0 -- -- 4" 16.67 -- -- 6" 33.33 -- -- 8" 53.33 -- -- 10" 76.67 -- -- Total 7.492 18 664 % Fort Worth Sewer NA Total Meters 113,912 % Fort Worth Water 71.3 Total Equivalent Meters 129,301 Total 1996 Population 334,011 Ratio-Capita/Residential Equiv. Meters 3.02 Weighted 1996 Population 241,656 Ratio-Jobs/Non-Resident. Equiv. Meters 6.87 Total 1996 Employment 128,267 Ratio-Capitarrotal Meters 2.93 Wei hted 1996 Em 10 ment 85 927 Wei hted Meters 81 207 DFWI/132558/FRMCW02. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: Rpnhrnnlc W/VWW Residential Meters Size EQuivalencv Factor Quantitv Equivalent ~" 1.0 5,347 5,347 I" 1.67 1,175 1,962 1 'h" 3.33 3 10 2" 5.33 13 69 3" 10.0 - - 4" 16.67 - - 6" 33.33 - - 8" 53.33 - - 10 76.67 - - Total -- 6,538 7,388 Non-Residential Meters ~" 1.0 77 77 I" 1.67 43 72 1 'hIt 3.33 13 43 2" 5,33 77 410 3" 10.0 16 160 , 4" 16.67 - - 6" 33.33 - - 8" 53.33 - - 10" 76.67 - - Total 226 762 % Fort Worth Sewer 100 Total Meters 6,764 % Fort Worth Water 0 Total Equivalent Meters 8,150 Total 1996 Population 20,197 Ratio-Capita/Residential Equiv. Meters 2.73 Weighted 1996 Population 0 Ratio-Jobs/Non-Resident. Equiv. Meters 4.61 Total 1996 Employment 3,510 Ratio-Capita/Total Meters 2.99 Weiohted 1996 Em 10 ent 0 Weiohted Meters 0 DFWI/132558/FRMCW03. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: R",th_,hl W~t"'r C'nrp W Residential Meters Size EQuivalencv Factor Quantitv Equivalent ~" 1.0 6,415 6,415 1" 1.67 0 0 1 W' 3.33 0 0 2" 5.33 5 27 3" 10,0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 6,420 6,442 Non-Residential Meters 3~" 1.0 0 0 1" 1.67 0 0 1 W' 3.33 0 0 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 0 0 % Fort Worth Sewer NA Total Meters 6,420 % Fort Worth Water 8 Total Equivalent Meters 6,442 Total 1996 Population 19,260 Ratio-Capita/Residential Equiv. Meters 2.99 Weighted 1996 Population 1,541 Ratio-Jobs/Non-Resident. Equiv. Meters Total 1996 Employment 0 Ratio-Capit.alTotal Meters 3.00 Wei bted 1996 Em 10 ent 0 Wei bted Meters 514 DFWl11 32558/FRMCW04. WP5 I I I I I I I I I I I I I I I I I I I Meter Swnmarv City: Provided: R'lrl~nn W/QWW Residential Meters Size EQuivalency Factor Quantity EQuivalent *" 1.0 5,582 5,582 I" 1.67 16 27 1 th" 3.33 2 7 2" 5.33 2 11 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 5,602 5,627 Non-Residential Meters *" 1.0 341 341 I" 1.67 70 117 1 th" 3.33 52 173 2" 5.33 62 330 3" 10.0 10 100 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 535 1 061 % Fort Worth Sewer 100 Total Meters 6,137 % Fort Worth Water 98 Total Equivalent Meters 6,688 Total 1996 Population 17,991 Ratio-Capita/Residential Equiv. Meters 3.20 Weighted 1996 Population 17,631 Ratio-Jobs/Non-Resident. Equiv. Meters 8.13 Total 1996 Employment 8,624 Ratio-Capitaffotal Meters 2.93 Wei hted 1996 Em 10 ment 8452 Wei hted Meters 6014 DFW1/132558/FRMCW05 .WP5 I I I I I I I I I I I I I I I I I I I Meter Swnmarv City: Provided: rrm..,l..y WI&WW Residential Meters Size Eauivalencv Factor Ouantitv* Eauivalent *" 1.0 2,300 2,300 I" 1.67 20 33 1 lh" 3.33 0 0 2" 5.33 11 59 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 2,331 2,392 Non-Residential Meters : 4" 1.0 60 60 I" 1.67 0 0 1 lh" 3.33 0 0 2" 5.33 5 27 3" 10.0 1 10 4" 16.67 3 50 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 69 147 % Fort Worth Sewer 100 Total Meters 2,400 % Fort Worth Water 86 Total Equivalent Meters 2,539 Total 1996 Population 7,000 Ratio-CapitalResidential Equiv. Meters 2.93 Weighted 1996 Population 6,020 Ratio-Jobs/Non-Resident. Equiv. Meters 11.29 Total 1996 Employment 1,660 Ratio-CapitalTotal Meters 2.92 Wei hted 1996 Em 10 ment 1428 Wei hted Meters 2064 *Same numbers as 1993. Data not provided in 1996. DfWl/132558/FRMCW06. WP5 I I I I I I I I I I I I I I I· I I I I Meter Summary City: Provided: n~IUTnrfhing"nn r:gl""tlpn~ WfWW Residential Meters Size EQuivalencv Factor Ouantitv* Equivalent *" 1.0 811 811 I" 1.67 - - 1 Ih" 3.33 - - 2" 5.33 - - 3" 10.0 - - 4" 16.67 - - 6" 33.33 - - 8" 53.33 - - 10 76.67 - - Total -- 811 811 Non-Residential Meters *" 1.0 - - I" 1.67 - - 1 Ih" 3.33 - - 2" 5.33 - - 3" 10.0 - - 4" 16.67 - - 6" 33.33 - - 8" 53.33 - - 10" 76.67 - - Total - - % Fort Worth Sewer 90 Total Meters % Fort Worth Water 63 Total Equivalent Meters Total 1996 Population 2,117 Ratio-Capita/Residential Equiv. Meters Weighted 1996 Population 1,334 Ratio-Jobs/Non-Resident. Equiv. Meters Total 1996 Employment 995 Ratio-CapitalTotal Meters Wei hted 1996 Em 10 ment 627 Wei hted Meters 811 811 2.61 2.61 511 *Same numbers as 1993. Data not provided in 1996. DFWlI132558/FRMCW07. WP5 I I Meter Swnmary I I City: Provided: Oli'W Airpnri W I I I I I I I I I I I I I I I Residential Meters Size EQuivalencv Factor Ouantity Equivalent ~" 1.0 0 0 I" 1.67 0 0 1 Ih" 3.33 0 0 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 0 0 Non-Residential Meters ~" 1.0 15 15 I" 1.67 17 28 1 Ih" 3.33 4 13 2" 5.33 59 314 3" 10.0 0 0 4" 16.67 12 200 6" 33.33 30 1,000 8" 53.33 0 0 10" 76.67 0 0 Total 137 1.570 % Fort Worth Sewer NA Total Meters 137 % Fort Worth Water 40 Total Equivalent Meters 1,570 Total 1996 Population 0 Ratio-Capita/Residential Equiv. Meters NA Weighted 1996 Population 0 Ratio-Jobs/Non-Resident. Equiv. Meters 26.05 Total 1996 Employment 40,900 Ratio-Capitarrotal Meters NA WeÌlzhted 1996 Emplovment 16.360 Wei2hted Meters 55 DFWI/132558/FRMCW08. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: Frlgl"'liff VilllIgI" w~ww Residential Meters Size EQuivalencv Factor Quantitv Equivalent %" 1.0 985 985 I" 1.67 10 17 1 W' 3.33 3 10 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 998 1,012 Non-Residential Meters %" 1.0 5 5 I" 1.67 2 3 1 W' 3.33 2 7 2" 5.33 1 5 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 2 67 8" 53.33 0 0 10" 76.67 1 77 Total 13 164 % Fort Worth Sewer 100 Total Meters 1,011 % Fort Worth Water 100 Total Equivalent Meters 1,176 Total 1996 Population 2,757 Ratio-Capita/Residential Equiv. Meters 2.72 Weighted 1996 Population 2,757 Ratio-Jobs/Non-Resident. Equiv. Meters 2.50 Total 1996 Employment 410 Ratio-Capita/Total Meters 2.73 Wei,ghted 1996 Employment 410 Wei,ghted Meters 1,011 DFWII132558/FRMCW09. WP5 I I I I I I I I I I I I I I 'I I I I I Meter Swnmarv City: Provided: Ji'vprrn'tll;n Residential Meters Size EQuivalencv Factor Ouantity Equivalent ~" 1.0 1,796 1,796 1" 1.67 5 8 1 th" 3.33 5 17 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 1,806 1,821 Non-Residential Meters ~" 1.0 108 108 1" 1.67 1 2 1 th" 3.33 1 3 2" 5.33 10 53 3" 10.0 1 10 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 121 176 W/bWW % Fort Worth Sewer 100 Total Meters 1,927 % Fort Worth Water 29 Total Equivalent Meters 1,997 Total 1996 Population 5,800 Ratio-Capita/Residential Equiv. Meters 3.19 Weighted 1996 Population 1,682 Ratio-Jobs/Non-Resident. Equiv. Meters 3.41 Total 1996 Employment 600 Ratio-Capitaffotal Meters 3.01 Weighted 1996 Emplovment 174 Weighted Meters 559 DFWl/132558/FRMCWl o. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: Fnr~t Hill W IlT WW Residential Meters Size Equivalency Factor Quantity Equivalent *" 1.0 3,567 3,567 1" 1.67 1 2 1 W' 3.33 0 0 2" 5.33 2 11 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 3,570 3,580 Non-Residential Meters *" 1.0 80 80 1" 1.67 10 17 1 \12" 3.33 0 0 2" 5.33 140 746 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 230 843 % Fort Worth Sewer 100 Total Meters 3,800 % Fort Worth Water 100 Total Equivalent Meters 4,423 Total 1996 Population 14,000 Ratio-Capita/Residential Equiv. Meters 3.91 Weighted 1996 Population 14,000 Ratio-Jobs/Non-Resident. Equiv. Meters 0.47 Total 1996 Employment 400 Ratio-Capita/Total Meters 3.68 Weighted 1996 Employment 400 Weighted Meters 3,800 DFWl/1325S8/FRMCWll. WPS I I I I I I I I I I I I I I I I I I I Meter Swnmarv City: Provided: H!1Iltnm ray w )l, ww Residential Meters Size Eauivalency Factor Quantity Eauivalent ~" 1.0 9,531 9,531 I" 1.67 35 58 1 1h" 3.33 0 0 2" 5.33 1 5 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 9,567 9,594 Non-Residential Meters ~" 1.0 893 893 I" 1.67 157 262 1 'h" 3.33 1 3 2" 5.33 145 773 3" 10.0 5 50 4" 16.67 7 II7 6" 33.33 1 33 8" 53.33 0 0 10" 76.67 0 0 Total 1.209 2 131 % Fort Worth Sewer 100 Total Meters 10,776 % Fort W ortb Water 100 Total Equivalent Meters 11,725 Total 1996 Population 36,251 Ratio-Capita/Residential Equiv. Meters 3.78 Weighted 1996 Population 36,251 Ratio-]obs/Non-Resident. Equiv. Meters 5.20 Total 1996 Employment 11,075 Ratio-Capitaffotal Meters 3.36 Weil!hted 1996 Emnlovment 11.075 Weil!hted Meters 10 776 DFW1/132558/FRMCWI2. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: Hsu:l..t W Residential Meters Size Equivalency Factor Quantity Equivalent %" 1.0 348 348 I" 1.67 6 10 1 '12" 3.33 0 0 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 354 358 Non-Residential Meters %" 1.0 7 7 I" 1.67 2 3 1 ~" 3.33 1 3 2" 5.33 5 27 3" 10.0 1 10 4" 16.67 2 33 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 18 83 % Fort Worth Sewer NA Total Meters 372 % Fort Worth Water 7 Total Equivalent Meters 441 Total 1996 Population 860 Ratio-CapitalResidential Equiv. Meters 2.40 Weighted 1996 Population 60 Ratio-Jobs/Non-Resident. Equiv. Meters 1.20 Total 1996 Employment 100 Ratio-Capita/Total Meters 2.31 Wei hted 1996 Em 10 ent 7 Wei hted Meters 150* *Note: Haslet uses Ft. Worth water to only serve 1 customer (Alliance Airport). (10-) It serves all the customers shown above with its own well water. DFWlI132558/FRMCW13. WP5 I I I I I I I I I I I I I I I I I I I Meter Swnmary City: Provided: ""reo" WI&WW Residential Meters Size Eauivalencv Factor Ouantity Eauivalent *" 1.0 9,944 9,944 1" 1.67 12 20 1 Ih" 3.33 2 7 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 9,958 9,971 Non-Residential Meters *" 1.0 764 764 1" 1.67 150 251 1 Ih" 3.33 26 87 2" 5.33 88 469 3" 10.0 9 90 4" 16.67 0 0 6" 33.33 9 300 8" 53.33 0 0 10" 76.67 0 0 Total 1,046 1,961 % Fort Worth Sewer 93/100 Total Meters 11,004 % Fort Worth Water 90 Total Equivalent Meters 11,932 Total 1996 Population 35,980 Ratio-Capita/Residential Equiv. Meters 3.61 Weighted 1996 Population 32,382 Ratio-Jobs/Non-Resident. Equiv. Meters 8.92 Total 1996 Employment 17,485 Ratio-Capitarrotal Meters 3.27 Weil!hted 1996 Emplovment 15 737 Wei~hted Meters 9904 DFWI/132558/FRMCWI4. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: J( ",JI",r W Residential Meters Size EQuivalencv Factor Quantitv* Equivalent %" 1.0 6,448 6,448 I" 1.67 38 63 1 W' 3.33 0 0 2" 5.33 11 59 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 6,497 6,570 Non-Residential Meters %" 1.0 154 154 I" 1.67 29 48 1 W' 3.33 0 0 2" 5.33 11 59 3" 10.0 5 50 4" 16.67 2 33 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 201 344 % Fort Worth Sewer NA Total Meters 6,698 % Fort Worth Water 98 Total Equivalent Meters 6,914 Total 1996 Population 18,813 Ratio-Capita/Residential Equiv. Meters 2.86 Weighted 1996 Population 18,437 Ratio-Jobs/Non-Resident. Equiv. Meters 5.89 Total 1996 Employment 2,025 Ratio-Capita/Total Meters 2.81 Wei!!hted 1996 Emplovment 1,985 Wei2bted Meters 6,564 *Same numbers as 1993. Data not provided in 1996. DFWlI1325581FRMCW15. wP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: K"nnPth,l" w/&ww Residential Meters Size EQuivalencv Factor Ouantitv* Equivalent 3,4" 1.0 1,438 1,438 1 " 1.67 67 112 1 W' 3.33 7 23 2" 5.33 2 11 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 1,514 1,584 Non-Residential Meters 3,4" 1.0 160 160 1 " 1.67 25 42 1 1/2" 3.33 8 27 2" 5,33 25 133 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 1 33 8" 53.33 0 0 10" 76.67 0 0 Total 194 395 % Fort Worth Sewer 100 Total Meters 1,708 % Fort Worth Water 0 Total Equivalent Meters 1,979 Total 1996 Population 5,100 Ratio-Capita/Residential Equiv. Meters 3.22 Weighted 1996 Population 0 Ratio-Jobs/Non-Resident. Equiv. Meters 3.29 Total 1996 Employment 1,300 Ratio-Capita/Total Meters 2.98 Weighted 1996 Employment 0 Weighted Meters 0 DFWI/132558/FRMCWI6. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: r "Ie" Wnrth W/VWW Residential Meters Size EQuivalencv Factor Quantitv Equivalent %" 1.0 1,616 1,616 I" 1.67 0 0 1 Y2" 3.33 0 0 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76,67 0 0 Total -- 1,616 1,616 Non-Residential Meters %" 1.0 85 85 I" 1.67 84 140 1 W' 3.33 0 0 2" 5.33 84 448 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 253 673 % Fort Worth Sewer 100 Total Meters 1,869 % Fort Worth Water 56 Total Equivalent Meters 2,289 Total 1996 Population 5,072 Ratio-Capita/Residential Equiv. Meters 3.14 Weighted 1996 Population 2,840 Ratio-Jobs/Non-Resident. Equiv. Meters 2.19 Total 1996 Employment 1,475 Ratio-Capita/Total Meters 2.71 Wei~hted 1996 Emplovment 826 Wei-'!bted Meters 1,047 DFWl fl32558fFRMCWl7 . WP5 I I I Meter Summary City: Provided: Nnrih Ri,.hl..nrl Hill" WIbWW I I I I I I I I I I I I I I I I Residential Meters Size Equivalency Factor Quantity Equivalent ~" 1.0 21,987 21,987 I" 1.67 847 1,414 1 Ih" 3.33 10 33 2" 5.33 3 16 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total - 22,847 23,450 Non-Residential Meters ~" 1.0 928 928 I" 1.67 169 282 1 Ih" 3.33 69 230 2" 5.33 370 1,972 3" 10.0 10 100 4" 16.67 11 183 6" 33.33 2 67 8" 53.33 0 0 10" 76.67 0 0 Total 1.559 3762 % Fort Worth Sewer 87 Total Meters 24,406 % Fort Worth Water 76 Total Equivalent Meters 27,212 Total 1996 Population 51,714 Ratio-Capita/Residential Equiv. Meters 2.21 Weighted 1996 Population 39,305 Ratio-Jobs/Non-Resident. Equiv. Meters 3.06 Total 1996 Employment 11,510 Ratio-Capitarrotal Meters 2.12 Weil!hted 1996 EmDlovment 8748 Weii!hted Meters 18.549 DFW1/132558/FRMCWI8,WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: Ð i,.hlanl'l JI'iIl~ W }l, WW Residential Meters Size Eauivalencv Factor Ouantity Eauivalent *" 1.0 2,956 2,956 1" 1.67 53 89 1 Ih" 3.33 3 . 10 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 3,012 3,055 Non-Residential Meters *" 1.0 0 0 1" 1.67 287 479 1 Ih" 3.33 3 10 2" 5.33 111 592 3" 10.0 6 60 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 407 1,141 % Fort Worth Sewer 100 Total Meters 3,419 % Fort Worth Water 66 Total Equivalent Meters 4,196 Total 1996 Population 8,187 Ratio-CapitalResidential Equiv. Meters 2.68 Weighted 1996 Population 5,403 Ratio-Jobs/Non-Resident. Equiv. Meters 4.65 Total 1996 Employment 5,305 Ratio-Capitarrotal Meters 2.39 Wei~hted 1996 Employment 3,501 Wei~hted Meters 2,257 *Meter breakdown assumed same as m 1993. DFWlI132558IFRMCWW19. WP5 I I I I I I I I I I I I I I I I I I I Meter Swnmary City: Provided: ~QginQU1 WIbWW Residential Meters Size Equivalencv Factor Ouantitv EQuivalent *" 1.0 2,490 2,490 I" 1.67 0 0 1 Ih" 3.33 0 0 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 2,490 2,490 Non-Residential Meters *" 1.0 94 94 I" 1.67 27 45 1 Ih" 3.33 1 3 2" 5.33 69 368 3" 10.0 I 10 4" 16.67 2 33 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 194 553 % Fort Worth Sewer 100 Total Meters 2,684 % Fort Worth Water 93 Total Equivalent Meters 3,043 Total 1996 Population 9,300 Ratio-Capita/Residential Equiv. Meters 3.73 Weighted 1996 Population 8,649 Ratio-Jobs/Non-Resident. Equiv. Meters 5.97 Total 1996 Employment - 3,300 Ratio-Capitarrotal Meters 3.46 Wehzhted 1996 Employment 3,069 Wei2hted Meters 2.496 *Meter breakdown assumed same as m 1993. DFWII132558/FRMCWW20. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: "Hn"nm PHrlc W /lr WW Residential Meters Size EQuivalencv Factor Quantitv Equivalent *" 1.0 1,381 1,381 1" 1.67 1 2 1 Yz" 3.33 0 0 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 1,382 1,383 Non-Residential Meters *" 1.0 84 84 1" 1.67 9 15 1 Yz" 3.33 0 0 2" 5.33 1 5 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 94 104 % Fort Worth Sewer 100 Total Meters 1,476 % Fort Worth Water 0 Total Equivalent Meters 1 ,487 Total 1996 Population 3,950 Ratio-Capita/Residential Equiv. Meters 2.86 Weighted 1996 Population 0 Ratio-Jobs/Non-Resident. Equiv. Meters 6.25 Total 1996 Employment 650 Ratio-Capita/Total Meters 2.68 Wei2hted 1996 Emnlovrnent 0 Wei2hted Meters 0 DFWlI1325581FRMCWW21. WP5 I I I I I I I I , I I I I I I I I I I I Meter Summary City: Provided: ~nnthlalc" W Residential Meters Size EQuivalencv Factor Quantit~* Equivalent *" 1.0 964 964 I" 1.67 1,565 2,614 1 W' 3.33 12 40 2" 5.33 4 21 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 2,545 3,639 Non-Residential Meters *" 1.0 0 0 I" 1.67 138 230 1 W' 3.33 5 17 2" 5,33 30 160 3" 10.0 0 0 4" 16.67 4 67 6" 33.33 1 33 8" 53.33 1 53 10" 76.67 0 0 Total 179 560 % Fort Worth Sewer NA Total Meters 2,724 % Fort Worth Water 100 Total Equivalent Meters 4,199 Total 1996 Population 14,430 Ratio-Capita/Residential Equiv. Meters 3.97 Weighted 1996 Population 14,430 Ratio-Jobs/Non-Resident. Equiv. Meters 9.46 Total 1996 Employment 5,295 Ratio-Capita/Total Meters 5.30 Wei2hted 1996 Emvloyment 5,295 Wei2hted Meters 2,724 *Same numbers as 1993. Data not provided in 1996. DFWI/132S58/FRMCWU. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: THrrHnt rnnnty MHO H1 w/&ww Residential Meters Size EQuivalencv Factor Quantitv Equivalent %" 1.0 671 671 I" 1.67 671 1,121 1 W' 3.33 0 0 2" 5.33 16 85 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 1,358 1,877 Non-Residential Meters %" 1.0 0 0 I" 1.67 73 122 1 Y2" 3.33 0 0 2" 5.33 0 0 3" 10,0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 73 122 % Fort Worth Sewer 100 Total Meters 1 ,431 % Fort Worth Water 95 Total Equivalent Meters 1,999 Total 1996 Population 5.000 Ratio-Capita/Residential Equiv. Meters 2.66 Weighted 1996 Population 4,750 Ratio-Jobs/Non-Resident. Equiv. Meters 0.41 Total 1996 Employment 50 Ratio-Capita/T o tal Meters 3.49 Wei~hted 1996 Employment 48 WeÏ ~hted Meters 1.359 DFWl/132558/FRMCWW23. WP5 I I I I I I I I I I I I I I I I I I I Meter Swnmary City: Provided: TR.\ _ ~r<IInil Pnoiri.. W Residential Meters Size Eauivalency Factor Ouantity Eauivalent *" 1.0 1,378 1,378 I" 1.67 12 20 1 Ih" 3.33 4 13 2" 5.33 10 53 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 2 67 8" 53.33 0 0 10 76.67 0 0 Total -- 1,406 1,531 Non-Residential Meters *" 1.0 61 61 I" 1.67 25 41 1 Ih" 3.33 16 54 2" 5.33 30 160 3" 10.0 3 30 4" 16.67 2 33 6" 33.33 0 0 8" 53.33 I 53 10" 76.67 0 0 Total 138 432 % Fort Worth Sewer NA Total Meters 1,544 % Fort Worth Water 100 Total Equivalent Meters 1,963 Total 1996 Population 5,435 Ratio-Capita/Residential Equiv. Meters 3.55 Weighted 1996 Population 5,435 Ratio-Jobs/Non-Resident. Equiv. Meters 6.29 Total 1996 Employment 2,717 Ratio-Capitarrotal Meters 3.52 Wei2hted 1996 Employment 2.717 Wei2hted Meters 1,544 *Meter data based on 5 % of meters for all of Grand Prairie. DFWI/I325581FRMCW24,WP5 I I I I I I I I I I I I I I I I I I I Meter Swnmary City: Provided: Trophy C'llIh W Residential Meters Size Eauivalencv Factor Ouantity Eauivalent *" 1.0 1,723 1,723 I" 1.67 0 0 1 l/.z" 3.33 0 0 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total , 1,723 1,723 -- Non-Residential Meters *" 1.0 71 71 I" 1.67 3 5 1 l/.z" 3.33 14 47 2" 5.33 33 176 3" 10.0 15 150 4" 16.67 5 83 6" 33.33 2 67 8" 53.33 2 107 10" 76.67 0 0 Total 145 706 % Fort Worth Sewer NA Total Meters 1,868 % Fort Worth Water 61 Total Equivalent Meters 2,429 Total 1996 Population 5,000 Ratio-Capita/Residential Equiv. Meters 2.90 Weighted 1996 Population 3,050 Ratio-Jobs/Non-Resident. Equiv. Meters 4.96 Total 1996 Employment 3,500 Ratio-Capitarrotal Meters 2.68 Wei2hted 1996 Emplovment 2135 Wei2hted Meters 1.139 *Meter breakdown assumed same as m 1993 tor non-residential meters. DFW1/132558/FRMCW25. WP5 I I I I I I I I I I I I I I I I I I I Meter Swnmary City: Provided: WQt!lllgoa w/&ww Residential Meters Size Eauivalencv Factor Ouantity Eauivalent : 4" 1.0 -- 7,038 I" 1.67 -- - 1 1h" 3.33 -- -- 2" 5.33 -- -- 3" 10.0 -- -- 4" 16.67 -- -- 6" 33.33 -- -- 8" 53.33 -- -- 10 76.67 -- -- Total -- -- 7,038 Non-Residential Meters : 4" 1.0 -- 171 I" 1.67 -- -- I Ih" 3.33 -- -- 2" 5.33 -- -- 3" 10.0 - -- 4" 16.67 -- -- 6" 33.33 -- -- 8" 53.33 -- -- 1O" 76.67 -- -- Total -- 171 % Fort Worth Sewer 100 Total Meters 7,315 % Fort Worth Water 76 Total Equivalent Meters 7,209 Total 1996 Population 21,275 Ratio-CapitalResidential Equiv. Meters 3.02* Weighted 1996 Population 16,169 Ratio-Jobs/Non-Resident. Equiv. Meters 7.37* Total 1996 Employment 1,260 Ratio-Capita/Total Meters 2.91* Weii!hted 1996 EmDlovment 958 Weil?hted Meters 5559 *Same numbers as 1993. 1996 data on meters not available. DFWll1325581FRMCW29. WP5 I I I I I I I I I I I I I I I I I I I Meter Summarr City: Provided: W..dnv..r Hillo: WR,WW Residential Meters Size EQuivalencv Factor Quantitv Equivalent %" 1.0 12 12 I" 1.67 85 142 1 Vz" 3.33 144 480 2" 5.33 49 261 3" 10.0 1 10 4" 16.67 - - 6" 33.33 - - 8" 53.33 - - 10 76.67 - - Total -- 291 905 Non-Residential Meters %" 1.0 - 0 1" 1.67 - - 1 Vz" 3.33 - - 2" 5.33 - - 3" 10.0 - - 4" 16.67 - - 6" 33.33 - - 8" 53.33 - - 10" 76.67 - - Total - 0 % Fort Worth Sewer 100 Total Meters 291 % Fort Worth Water 100 Total Equivalent Meters 905 Total 1996 Population 672 Ratio-Capita/Residential Equiv. Meters 0.74 Weighted 1996 Population 672 Ratio-Jobs/Non-Resident. Equiv. Meters - Total 1996 Employment 19 Ratio-CapitalTotal Meters 2.31 Weighted 1996 Employment 19 Weighted Meters 291 DFWlI1325581FRMCWW26. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: W~hvnrfh VilI~gp W /l, WW Residential Meters Size Eauivalencv Factor Ouantity* Eauivalent ~" 1.0 596 596 I" 1.67 0 0 1 Ih" 3.33 0 0 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 596 596 Non-Residential Meters ~" 1.0 2 2 I" 1.67 0 0 1 Ih" 3.33 0 0 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 2 2 % Fort Worth Sewer 100 Total Meters 598 % Fort Worth Water 100 Total Equivalent Meters 598 Total 1996 Population 2,350 Ratio-Capita/Residential Equiv. Meters 3.94 Weighted 1996 Population 2,350 Ratio-Jobs/Non-Resident. Equiv. Meters 1,175 Total 1996 Employment 402 Ratio-Capitarrotal Meters 3.93 Weiphted 1996 Emplovment 402 Wei2hted Meters 598 *Same numbers as 1993. Data not provided in 1996. DFWI/132558/FRMCWW27. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: Whit" ~"ttl"m"nt WI&WW Residential Meters Size EQuivalencv Factor Quantitv Equivalent %" 1.0 4,100 4,100 1" 1.67 50 84 1 W' 3.33 0 0 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 . 8" 53.33 0 0 10 76.67 0 0 Total -- 4,150 4,184 Non-Residential Meters %" 1.0 100 100 1" 1.67 50 84 1 W' 3.33 50 167 2" 5.33 75' 400 3" 10.0 0 0 4" 16.67 3 50 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 278 801 % Fort Worth Sewer 100 Total Meters 4,428 % Fort Worth Water 42 Total Equivalent Meters 4,985 Total 1996 Population 15,500 Ratio-Capita/Residential Equiv. Meters 3.70 Weighted 1996 Population 6,510 Ratio-Jobs/Non-Resident. Equiv. Meters 4.62 Total 1996 Employment 3,700 Ratio-Capita/Total Meters 3.50 Wei~hted 1996 Employment 1,554 Wei~hted Meters 1,860 DFWl/132558IFRMCWW28, \VP5 I I I I I I I I I I I I I I I I I I I Exhibit F CAPITAL IMPROVEMENT PLAN For Determination of WASTEWATER IMPACT FEES Prepared for: . Fort Worth Water Depa1ment Prepared by: CARTER & BURGESS, INC. In association with CH2M HILL May 28, 1996 I I I I I I I I I I I I I I I I I I I Contents Page Executive Summary ......................................... 1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Eligible Facilities ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Treatment Plants ....................................... 4 Engineering Studies ..................................... 7 Capacity Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Facility Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Service Unit Detennination ................................... 19 Appendix A. CIP Projects Appendix B. Meter Summaries I I I I I I I I I I I I I I I I I I I Executive Summary Wastewater Capital Improvements Plan This report contains the Wastewater Capital Improvement Plan (WWCIP) for determination of impact fees. When combined with the Carter & Burgess, Inc. report titled "Land Use Assumptions - Wastewater Facilities, 1996-2016" (Land Use Assumptions) the WWCIP provides the necessary engineering calculations and justification for determining the maximum assessable impact fee under the Texas Local Government Code, Chapter 395. This report updates the CIP and impact fee study update performed by the Fort Worth Water Department in 1990 and updated in 1993 by Carter and Burgess, Inc. in association with CH2M IDLL. The impact fee law requires that the reports and impact fee ordinance be updated every three years and the impact fee revised, if necessary. The general approach to the WWCIP preparation was similar to the 1993 study. As in 1993, the Fort Worth Water Department chose to exclude the wastewater collection system, lift stations, and financing costs from the WWCIP. This lowered the maximum assessable fee but also significantly reduced the complexity of the WWCIP. The collection system and lift stations were excluded because these are normally paid for by developers anyway. Had they been included, a refund system would have been required to reimburse developers for these costs, which would greatly increase the administration costs of the impact fee program. Similarly, the uncertainty regarding interest rates and sources of funds could cause refunds to be required if financing costs were included and the ClP assumptions proved incorrect. The WWCIP analyzed what facilities will be required to serve growth between the years 1996 and 2006. Eligible facilities included in this study are the treatment plant and engineering studies. The present and future capacity of the treatment plant was analyzed based on the Fort Worth design criteria found in the 1989 Wastewater Master Plan, results of an ongoing analysis of the collection system by Freese and Nichols, system operating records over the past 10 years, and the Land Use Assumptions. The following table compares the results of the 1993 and 1996 studies. WWCIP Costs Total Equivalent Meters Maximum Assessable Impact Fee 1993 $34,945,030 36,109 $967 1996 $35,542,389 34,919 $1,017 The following items are changes made for the 1996 WWCIP along with the impact (1993 versus 1996) on the maximum assessable fee: 1. As shown in the Land Use Assumptions, population projections have been raised since the 1993 study. The projects and the allocations in the CIP have been adjusted to reflect the revised population forecasts. This will have a minimal impact on the fee in this study because the excess capacity which will DfWl \132358\EXECSUM2. WP5 1 I I I I I I I I I I I I I I I I I I I exist in the system once Arlington is removed will limit new capital improvement requirements. 2. It has been assumed that the City of Arlington will drop out of the system when their contract expires in the year 2001. For the purposes of calculating the impact fee, the population and meter data from the City of Arlington has been removed. This raises the maximum assessable impact fee by not crediting customers who hook up to the system between now and the year 2001, when Arlington departs, with the excess capacity that Arlington's departure will make available. This method more accurately assesses growth's impact to the system and will avoid having a very small impact fee just prior to Arlington's departure and a large one afterward. This method allows the cost benefits gained through Arlington's departure to be shared between existing and new customers instead of new customers receiving all the benefits. If it had been assumed that Arlington remained on the system through 2006, the impact fee would be higher than the one calculated in this study. The maximum assessable impact fee for a 3/4" water meter was found to be $1,017. This fee was up from $967 in the 1993 study. The primary reason for the increase was the elimination of Arlington from the calculations due to their projected departure from the system. The impact fee calculated in this report is the maximum assessable fee. The City of Fort Worth is legally allowed to charge any impact fee up to the maximum amount. Lower fees may be adopted to encourage growth. The difference between what is required by the WWCIP and the amount collected through impact fees will need to be made up through higher wastewater rates or other sources of revenue. DFWI\1325S8\EXECSUM2.WPS 2 I I I I I I I I I I I I I I I I I I I City of Fort Worth, Texas Wastewater Capital Improvements Plan for Determination of Impact Fees INTRODUCTION This document contains the wastewater Capital Improvements Plan (CIP) for determination of impact fees for the City of Fort Worth, Texas, and calculates the maximum assessable fee. This study updates the report prepared by the Fort Worth Water Department in 1990 and the update prepared by Carter and Burgess in association with CH2M HILL in 1993. The City of Fort Worth provides wastewater services to retail as well as a number of wholesale customers in Tarrant County as described in "Land Use Assumptions _ Wastewater Facilities, 1996-2016" (Land Use Assumptions). The purpose of the CIP is to identify those projects which will be required to be constructed to serve new growth occurring in the Fort Worth service area between the years 1996 and 2006. Population projections found in the Land Use Assumptions have been used when determining the size and quantity of new facilities. For impact fee determination purposes, those projects currently under construction, those recently completed, those listed in the "1989 Fort Worth Wastewater Master Plan" (Master Plan), and those identified in studies subsequent to the Master Plan have been considered for inclusion into the CIP. The impact fee includes only that portion of the cost of an improvement which is directly related to new growth. Those projects required to allow the system to serve present customers such as upgrades and additional treatment processes are not included except to the extent that they have excess capacity to serve future growth. Likewise, it may be cost effective to oversize some expansion projects to take advantage of economies of scale. For impact fee purposes, however, only that portion which serves growth in the 1996-2006 study period is included. The impact fee will be determined based on the number of service units projected to be added in the lO-year study period. This study assumes a 3/4-inch water meter to be the standard service unit. The water meter was selected because its hydraulic capacity is easily determined and a direct relationship exists between the amount of water used and the quantity of wastewater produced. Meters larger than 3/4 inches will be assessed a higher rate based on the hydraulic capacity of the meter as described later in this report. DFWI \l32558\RPTOI3. WP5 3 I I I I I I I I I I I I I I I I I I I ELIGIBLE FACILITIES The impact fee law allows all those projects which were undertaken to serve growth during the study period to be included in the impact fee calculation. This includes costs for the collection system, lift stations, treatment plants, customer service facilities, engineering studies and financing costs. The Fort Worth Water Department has elected not to include the wastewater collection system, lift stations or financing costs in the impact fee calculation. This decision simplifies the calculation but lowers the total allowable fee which can be collected. The difference between the cost of a CIP project and what is collected in impact fees will need to be financed through the rate structure and paid for by all customers. There were a number of reasons for not including certain types of projects or costs in the CIP. The collection system and lift stations were not included because the costs for most of these facilities are already borne by the developers as part of the improvements required when they plat a development. Should an impact fee which included these facilities be assessed, the contractors would be due a partial refund based on the value of the facilities they installed. This would significantly increase the costs to administer the impact fee program due to the additional accounting requirements. The City would be required to audit capital improvement projects constructed by developers to verify that an appropriate credit is being given to the developers. Finance costs were not included because of the uncertainties involved with interest rates and sources of funds on future projects. Administration of the impact fee program is increased when financing costs are included since refunds may be required if interest rate or fund source assumptions are incorrect. All of those items which are being excluded from the CIP in this study (collection system, lift stations, and financing costs) were also excluded in both the 1990 and 1993 studies. The following paragraphs briefly describe the existing facilities in the Fort Worth wastewater system and lists those projects shown in the Master Plan which are eligible for consideration in the capital improvement plan. Figure 1 shows the physical location for these projects. Appendix A describes each of these projects in greater detail. Treatment Plants The City of Fort Worth treats its wastewater at the Village Creek Wastewater Treatment Plant (WWTP) which is rated for an average flow of 144 MGD. In addition, Fort Worth has contractual agreements with the Trinity River Authority (TRA) to treat wastewater from part of the Fort Worth service area at the TRA Central WWTP and the TRA Denton Creek WWTP. The TRA Central Plant serves an area northeast of the Village Creek WWTP in portions of the West Fork above Mountain Creek and Walker Branch sewersheds which cannot be served by gravity from the Village Creek plant. The Denton DFWl \132558\RPf()13 .WP5 4 I I I I I I I I I I I I I I I I I I I Creek WWTP serves those areas in far north Fort Worth north of the Big Bear Creek sewershed. The City of Fort Worth has elected not to include the TRA plants in the impact fee calculation for three reasons. First, no contractual agreement exists between the City of Fort Worth and the Trinity River Authority for collection of impact fees. Second, the cost of capital facilities in the TRA system has already been included in the rate structure. And third, the population and employment numbers for those areas served by TRA have not been included in the Land Use Assumptions. The Village Creek WWTP has a number of projects which have recently been completed, are under construction, or are planned during the study period. These projects can be divided up into four primary categories: · Category A. Projects to upgrade the treatment process at the plant. These projects are constructed primarily to meet the needs of existing customers but there may be a small amount of excess capacity which can be assessed to future customers. · Category B. Projects related to a recently completed 24 MGD plant expansion. These costs can be directly allocated to growth in proportion to the amount of the facility expansion utilized by growth in the planning period. · Category C. Projects to upgrade the treatment process which serves existing customers as well as future customers through the 24 MGD expansion. The costs for these projects are allocated to existing customers, study period growth, and growth beyond 2006 in proportion to the amount of the 144 MGD capacity used. · Category D. Projects to upgrade the treatment process which serve existing customers as well as those future customers through the 24 MGD expansion and an additional 17 MGD expansion. The costs for these projects are allocated to existing customers, study period growth, and growth beyond the year 2006 in proportion to the amount of the 161 MGD capacity (144 MGD plus 17 MGD expansion) used. DFWl \132558\RPr013.WP5 5 I I I I I I I I I I I I I I I I I I I ! ~ 5 g .. ~ ~ ¥ g , ~ ~ Ë 5 ~ t t i ¡ I i .. - . .. ;. ;, ~ J , III I i i i I ~ ~ I ~", <;,-j ß~ ,,%;: '.'.,' " ~ i' .. ~ ""... . i. ¡¡ ~ J . ~ J t; ! i t; ! , i ¥ ~ f f i f , .. .. ~ . e. t £ £ j X ¡ f r ! I i ? i ìI i ~ : !I' ; .. II ¡ ., R ~- \' - , I J , I J I , . i i i I I 0 0 0 [i 0 I I I I " .... ..... ~ M g â ); ~ -- --.--..-.----- .. .----- '\ "".... óõ:çi:.. D . :~:. ~1Dr ì-- I')(I~ ..-- - ~_.._---_._- ./ ÌI ' .f I / ", / \ ( ..~- - \-.~-.~ ~-. ------ - , .;,. , t -::JI , r:; L_ ---- ~.\ , I --. - ~--'- .-- --~---~--- ~~ a i ..- 1M ! CJ ii: g å i ,$ :!~ I Q. I- ~ ~ :.: w z~ «0 ~w ~~'n ~ ::~ ~>~ ~~t ~ I-~ o...?: ("fO.... O~~ W ... I- «VI ~~ x ... o w ~ I 'l'1 i .. , I- Z ~ i 0. ~ D: W .... « ~ :r I- R: o ~ I- ~ ... . I I I I I I I I I I I !I I I I I I I I Engineering Studies There are several engineering studies which are eligible for inclusion into the CIP. The following is a brief list of the projects: · 1989 Master Plan. This comprehensive engineering report projected growth and analyzed the effect growth will have on the Fort Worth wastewater system through the year 2010. This project was required to guide the capital improvement program and ensure construction in a planned and cost-effective manner. · 1999 Master Plan. This comprehensive engineering report will update and extend the 1989 Master Plan Study. It will analyze the effect growth has on the Fort Worth system through the year 2020 and will guide the capital improvement program during those years. · Wastewater Impact Fee Update. This engineering report is required by law every 3 years in order to verify that the impact fee charged new customers to the system is reasonable and proportional to their impact on the system. The original impact fee was approved in 1990 so reports during the study period will need to be performed in 1996, 1999, 2002, and 2005. · Village Creek Uprating Study. This comprehensive study of hydraulics and treatment efficiency at the Village Creek Wastewater Treatment Plant is anticipated to show that the rated capacity of the plant can be increased by at least 15 MGD with minimal capital improvements. This study, if successful, will provide additional capacity at an extremely low cost. DFWl \1 32558\RPT013 .WP5 7 I I I I I I I I I I I I I I I I I I I CAPACITY CRITERIA Treatment Plants Wastewater treatment plants are rated on their ability to treat an average flow on a three month rolling average of maximum month basis. The hydraulic capacity of a plant is generally much greater in order to be able to handle the wide daily fluctuations in wastewater flow and the fluctuations caused by heavy rainfalls. In this report, all capacity criteria will be based on maximum month average flow (rated capacity) with the assumption that the actual hydraulic capacity of the plant will be higher to meet wastewater flow variations. The Master Plan estimates annual average wastewater flows based on population, employment, and groundwater infiltration. The formula used is: Qavg = BWF + .65 GI Where: Qavg - BWF - GI = Average wastewater flow (annual average) Base wastewater flow defined as 75 gallons per capita per day (gpcd) plus 35 gallons per employee per day (gped) Groundwater infiltration calculated as 400 gallons per acre sewered before 1986 plus 200 gallons per acre sewered after 1986 The City of Fort Worth has contracted with the engineering firm of Freese and Nichols to analyze the City's wet weather flows to the Village Creek Wastewater Treatment Plant and recommend projects to reduce infiltration and inflow and to eliminate sanitary sewer overflows. As part of this project, Freese and Nichols has evaluated flows into the Village Creek Plant and calculated a formula for estimating flows based solely on population. The Freese and Nichols formula is: ~vo = Population (153 gallons/capita-day) This results in a considerably greater flow projection than what was predicted in the Master Plan and accounts for the above-average precipitation in the seven years since the Master Plan was completed, as well as the possible increase in flows to the plant as overflows are eliminated. The Texas Natural Resource Conservation Commission (TNRCC) will request that an expansion process be started any time a three-month average of maximum month flow exceeds 90% of the rated capacity of the plant. Even though extremely wet years can sometimes be discounted by the TNRCC for expansion purposes, the Village Creek plant will need to be expanded to meet the worst case conditions which can reasonably be expected. DFWl \132558\RPTOI3 ,WP5 8 I I I I I I I I I I I I I I I I I I I We have analyzed these two methods of analyzing flow and decided to use the Master Plan method for several reasons. First, this was the method used in both the 1990 and 1993 studies. Second, the Freese and Nichols formula does not have a component which accounts for the decreased level of infiltration expected in a new system and may over estimate the demand based on the system by new development. Third, the Freese and Nichols numbers account for an increase in flow expected once sanitary sewer overflows are eliminated. This increase should be allocated solely to existing customers and not be considered when computing the effects of growth on the system. To convert the annual average flow to a three month rolling average maximum month flow, the annual average must be multiplied by a peaking factor. By analyzing the last ten years of data for the Village Creek WWTP a peaking factor of 1.19 was found. This figure was verified by the Freese and Nichols study. The 1.19 factor was used in the CIP to determine the plant capacity required. Based on population and employment values provided in the Land Use Assumptions, the following flows were calculated for the years 1996, 2001, and 2006. The plant will need to be expanded to serve the greater flow between year 200 1 flows with Arlington and year 2006 flows without Arlington. The population and employment figures in the following calculations for the year 2001 are based on straight line interpolations of growth during the study period. The calculations show that the Village Creek plant, which has a current capacity of 144 MGD; has adequate capacity to meet 1996, 2001 and 2006 flows. The need to expand the Village Creek plant may also be dependent on the results of the collection system improvements currently underway by Freese and Nichols, but any increase in capacity which is required by those improvements will be allocated to existing customers. The expected flows are: 1996 Population = 818,481 x 75 gpcd = 61.4 MGD Employment - 435,581 x 35 gped = 15.2 MGD BWF = 76.6 MGD GI - (134,783 acres) (400 gal/acre) - 53.9 MGD (161,200-134,783 acres) (200 gal/acre) = 5.3 MGD GI - 59.2 MGD Qavg = 76.6 + .65(59.2) = 115.1 MGD Qpeù month - Qavg X Peaking Factor Qpeù month - 115.1 x 1.19 - 136.9 MGD DFWI \132558\RPT013. WP5 9 I I I I I I I I I I I I I I I I I I I 2001 Population - 859,897 x 75 gpcd = 64.5 MGD Employment - 476,171 x 35 gped = 16.7 MGD BWF = 81.2 MGD GI - (134,783 acres) (400 gal/acre) = 53.9 MGD (171,000-134,783 acres) (200 gal/acre) = 7.2 MGD GI = 61.1 MGD Qavg - 81.2 + .65 (61.1) = 120.9 MGD Qpeü month - 120.9 x 1.19 = 143.9 MGD 2006 Population = 793,371 x 75 gpcd = 59.5 MGD Employment = 498,786 x 35 gped = 17.5 MGD BWF = 77.0 MGD GI - (118,650 acres) (400 gal/acre) = 47.5 MGD (158,750-118,650 acres) (200 gal/acre) - 8.0 MGD GI = 55.5 MGD Qavg - 77.0 + .65 (55.5) = 113.1 MGD Qpeü month = 113.1 x 1.19 = 134.6 MGD As shown above, the plant currently has enough capacity to meet existing and future needs to the year 2006. Texas Natural Resource Conservation Commission (fNRCC) rules, however, require that plant expansion planning be started whenever the peak 3-month rolling average flow exceeds 90% of the plant's rated capacity. The City of Fort Worth has exceeded this level of flow into the Village Creek plant and the TNRCC has issued a letter requiring the City to begin planning the next expansion. Two options exist to meet future capacity requirements. The first is to construct the next phase of the Village Creek expansion which is scheduled to be 17 MGD and would increase the rated capacity to 161 MGD. This is more than enough capacity to cover the peak flow expected in 2001. The drawback to this option is that extra capacity to meet the 90% rule is needed now and this expansion would not be online until just prior to DFWl \132558\RPT013 .WP5 10 I I I I I I I I I I I I I I I I I I I Arlington's departure in 2001. After Arlington departs, the expansion will not be needed until well into the future. The second option is a rerating study to increase the rated capacity of the plant with minimal capital improvements. The City currently has a consultant hired to conduct this study and they expect at least a 10% increase in capacity to result. A 10% increase in capacity would be sufficient to treat flows in the peak year. Since capacity gained through a rerating study is the cheapest and fastest method of plant expansion, this is the method which was assumed to be used in the impact fee study. The allocation of project costs will be based on the anticipated increase in flow during the study period excluding Arlington. The previous impact fee study included Arlington and calculated impact fees based on the facilities required to meet the peak flow period in 200 1. This method is conservative in that it credits growth which occurs after Arlington's departure with the extra capacity freed up by Arlington leaving. In the 1993 study, only 2 years of growth (2002 and 2(03) received this credit. In this study, (1996) five years would receive the credit (2002 through 2(06). This causes the impact fee to be artificially low and not reflective of the cost of growth on the system. If the 1993 allocation were to continue, this discrepancy would continue to decrease the impact fee until the year 200 1, after which the impact fee would jump to approximately 1990 levels. By eliminating Arlington from the calculation, costs can be allocated fairly to the growth which causes them and result in a stable impact fee. The demand by non-Arlington customers in 1996 was calculated by: Population = 724,921 x 75 gpcd - Employment = 420,544 x 35 gped - BWF = GI = (118,650 acres) (400 gal/acre) = (141,900-118,650 acres) (200 gal/acre) = GI = Q.vg - 69.1 + Qpeü: month - Qavg X Qpeü: month - 103.0 x .65(52.2) = Peaking Factor 1.19 = 54.4 MGD 14.7 MGD 69.1 MGD 47.5 MGD 4.7 MGD 52.2 MGD 103.0 MGD 122.6 MGD Therefore, the increase in capacity required to meet the demand caused by growth is: Increased Capacity Increased Capacity Increased Capacity - 2006 demand - 1996 demand (excluding Arlington) 134.6 - 122.6 12.0 MGD - = DFWl \132558\RPf013. WP5 11 I I I I I I I I I I I I I I I I I I I FACILITY REQUIREMENTS This section justifies the projects selected for the Capital Improvements Plan (CIP) and allocates their cost to existing, planning period, and beyond planning period customers. Table 1 summarizes the projects selected for the CIP and shows $35,542,389 worth of projects which can be directly attributed to growth during the study period. The actual project costs were used when available and Master Plan projections were used on future projects. The following paragraphs describe the allocation and justification for each of the projects. Figure 2 graphically shows the allocation of the Village Creek WWTP projects by category. A more detailed description of the projects can be found in Appendix A. Treatment Plants As described earlier, projects at the Village Creek WWTP can be divided into four categories. The following paragraphs describe the projects and allocation included in the CIP by category. DFWI \132558\RPr013.WP5 12 I I I 000 '" " ~ ~ ~ ~ a;~f~ M M '" <Þ " " ~ ~ .- v· " " " " ì8 §! ~ 8 Ñ ~. 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Õ> , 0 ü ü: L() c: , OJ Q) 0) C) -.:: I co « :> £; 0 ~ , CD C/) , I ::2: ~ , "<t 0 ü: , C\J 0 OJ 0) 0 0 0 0 0 0 0 0 0.... OJ ,.... CD L() ..r C") C\I .... 0 I .... .... .... .... .... .... (am'V) puewaa I I I I I I I I I I I I I I I I I I I I Category A - Primarily for Existing Flows These projects are each allocated based on the percent of construction cost eligible for EPA grant money plus the percent of the additional capacity used by existing, study period, and beyond year 2006 customers. The costs greater than the EP A grant amount are allocated as follows for each of the Category A projects: Study Period - Existing - (134.6 - 122.6) Remaining Costs 24 - 100-50.0 = - 50.0% 50.0% 1. Sludge Only Landnll. This project provides solids handling and disposal capabilities through 2010. The U.S. EPA made grant funds available for that portion of this project attributed to the 120 MOD plant. The EP A grant covered 92.7% of the construction costs. The remaining 7.3% is allocated to the study period by growth's proportion of the 24 MOD expansion. 2. Digesters and Thickeners. This project provides sludge stabilization facilities and improved thickeners. The U.S. EPA made grant funds available for that portion of this project attributed to the 120 MOD plant. The EPA grant covered 92.0% of the construction costs. The remaining 8 % is allocated to the study period by growth's proportion of the 24 MOD expansion. 3. Intermediate Pipelines. This project installed the pipelines to connect the new sludge landfill with the treatment plant. The U.S. EPA made grant funds available for that portion of this project attributed to the 120 MOD plant. The EP A grant covered 87.7% of construction costs. The remaining 12.3% is allocated to the study period by growth's proportion of the 24 MOD expansion. Category B - 24 MGD Expansion to Meet Future Flows The projects in Category B are all associated with expanding the rated capacity of the Village Creek plant from 120 MOD to 144 MOD. With the exception of project No.4 (Solids Area Expansion), all of the projects are allocated to the study period by growth's proportion of the 24 MGD expansion (12.0 + 24 = 50.0%). The Solids Area Expansion is designed for flows beyond the 24 MOD expansion. Only one-third of this 72 MOD project is required to serve the 24 MOD expansion. Costs for this project are allocated 16.7% (12.0 MOD growth + 72 MOD) to the study period, 3.6% «122.6 - 120 MOD) + 72 MGD) to existing capacity, and the remainder to growth beyond the study period. The engineering and construction management phases of each project will be allocated in the same proportion as the construction. The projects required for the 24 MOD expansion are: · Filter Area and Chlorination, II-A · Aeration Area, II-B DFWl \132558\RPf()13. WP5 16 I I I I I I I I I I I I I I I I I I I · Primary Area, II-C · Solids Area, III-B · Digester Heating, IV-Cl · Control System (phase I), IV-Dl · Primary Effluent Pumps, IV-F Category C - Expansion to Meet Existing and 144 MGD Flow The projects in Category C are all improvements to the plant which will serve the existing customers plus future customers through the expansion to 144 MGD. Costs for these projects are allocated in proportion to the amount of the 144 MGD capacity utilized. Study period customers are allocated 8.3% (12.0 MGD -;- 144 MGD), existing customers are allocated 85.1 % (122.6 MGD -;- 144 MGD), and customers beyond the study period are allocated the remainder. The engineering and construction management phases of each project are allocated in the same proportion as the construction. The Category C projects are: · Electrical System Improvements, IV-B · Electrical Generation Expansion, IV-B2 · Control System (phase II), IV-D2 · Energy Management, IV -C3 Category D - Expansion to Meet Existing and 161 MGD Flow The project in Category D is a sludge processing facility. This improvement to the plant will serve the existing customers plus future customers through the planned expansion to 161 MGD. The cost for this project is allocated in proportion to the amount of the 161 MGD capacity utilized. Existing customers are allocated 76.1 % (122.6 MGD -;- 161 MGD), study period customers are allocated 7.5% (12.0 -;- 161 MGD), and customers beyond year 2006 are allocated 16.4% (26.4 MGD -;- 161 MGD). The construction management phase of this project is allocated in the same proportion as the construction. Category E - Engineering Studies There are three studies which have been included in the impact fee calculation. They are: 1. 1989 Master Plan - This study was required to guide the capital improvements program and ensure construction in a planned and cost effective manner. The master plan covered the years 1990 to 2010 but master plans are typically updated every 10 years. The cost has been allocated based on the 10 year update schedule. Six years (1990-1996) or 60% of the cost has been allocated to existing customers. Four years (1996-2000) or 40% of the cost has been allocated to the study period. The DFWl \132558\RPT013 .WP5 17 I I I I I I I I i I I I I I I I I I I total cost shown is half the overall project cost with the other half being assessed in the water impact fee. 2. 1999 Master Plan - This study is allocated in the same manner as the 1989 Master Plan. Six years (2000 - 2006) or 60% has been allocated to the study period. Four years (2006 - 2010) or 40% is allocated to growth beyond the year 2006. The total cost shown is half the overall project cost with the other half being assessed in the water impact fee. 3. Impact Fee Study - This study is required by statute every three years to update the impact fee ordinance and recalculate the effect growth has on the system. The cost for four impact fee studies (1996, 1999, 2002, and 2005) are allocated entirely to the study period. The total cost shown is half the overall project cost with the other half being assessed in the water impact fee. 4. Uprating Study - This study is currently underway and anticipates showing that the rated capacity of the Village Creek WWTP can be increased with minimal capital improvements. The allocation of treatment plant expansion costs assumed that the study will be successful and minimal capital improvements will be required to meet the peak flow year of 2001 just prior to Arlington's departure. The uprating will result in significantly lower costs to meet the 2001 peak. Since the allocation of project costs has assumed Arlington to no longer be a customer, the capacity provided by the uprating study is not required until after the study period. Therefore, all the costs for this study and any capital improvements have been allocated to future customers even though the study is required currently by TNRCC's 90% rule to meet the demands including Arlington. DFWl \132558\RPT013.WP5 18 I I I I I I I I I, I I I I I I I I I I SERVICE UNIT DETERMINATION The equivalent meter has been selected as the method to measure consumption by new growth for impact fee purposes. As stated earlier, the water meter will serve as the service unit for both water and wastewater impact fee calculations. The equivalent meter is defined as the unit equivalent to the hydraulic capacity of a 3/4-inch water meter. The 3/4-inch water meter was selected because it represents the size water meter for an average single family home. Other size meters are represented by a number of equivalent meters through multiplication by an equivalency factor based on the hydraulic capacity of the meter. Table 2 shows the equivalency factors used in this study for meters of various sizes. The total number of meters in the Fort Worth service area is provided in Appendix B. This meter information is broken down by type (residential or non- residential) and size, and by whether the meter is serviced by the City of Fort Worth or serviced by a wholesale customer. The appendix also summarizes the data for all the wholesale customers. The remaining pages break down the meter data by wholesale customer. In nearly all cases, the wholesale customer was the source of meter information. Once the number of equivalent meters has been determined, the next task is to calculate the number of people represented by a residential meter and the number of jobs represented by a non-residential meter. This calculation was performed for the City of Fort Worth alone and for the wholesale customers as a group in order to get better accuracy in comparing population or employment changes to number of meters. Since the City of Arlington was not included in determining the required system capacities, they have also not been included in the meter calculations. The results for the present (1996) system are: Fort Worth Only a. Number of Equivalent Meters b. Population c. Employment Population per Equivalent Meter (b/a) Employment per Equivalent Meter (c/a) Wholesale Customers (Excluding Arlington) a. Number of Equivalent Meters b. Population c. Employment Population per Equivalent Meter (b/a) = Employment per Equivalent Meter (c/a) = DFWl \132558\RPT013. WP5 19 - Non- Residential Residential 140,363 50,815 471,149 370,155 3.36 7.28 Non- Residential Residential 102,424 15,860 281,919 76,892 2.75 4.85 = I I I I I I I I I I I I I I I I I I I I TABLE 2 I EQUIVALENT METER TABLE ACTUAL METER SIZE (inches) EQUIV ALENCY FACTOR 5/8 or 3/4 1.0 1 1.67 Ph 3.33 2 5.33 3 10.0 4 16.67 6 33.33 8 53.33 10 76.67 Source: American Water Works Association; Manual of Water Supply Practices No. M6; "Water Meters - Selection, Installation, Testing, and Maintenance". DFWl\132558\RPT013.WP5 20 I I I I I I I I I I I I I I I I I I I U sing the ratios determined above, the next step is to determine the increase in service units caused by growth in population and employment. When computing the population and employment changes for the wholesale customers, Arlington has not been included. U sing population and employment projections found in the Land Use Assumptions, the estimated number of additional equivalent meters can be calculated as follows: Fort Worth Residential - (population Change) -:- 3.36 (478,908 - 452,363) -:- 3.36 = 7,900 - Non-Residential - (Employment Change) -:- 7.28 (406,874 - 343,652) -:- 7.28 = 8,684 - Wholesale Customers Residential - (population Change) -:- 2.75 - (314,463 - 272,558) -:- 2.75 - 15,238 Non- Residential - (Employment Change) -:- 4.85 - (91,912 - 76,892) -:- 4. 85 - 3.097 Increase in Equivalent Meters = 34,919 The final step in determining the maximum assessable impact fee is to divide the total costs included in the CIP (See Table 1) by the increase in equivalent meters. This calculation yields the impact fee assessable per equivalent meter (3/4-inch size). The fee for other size meters will equal the fee for a 3/4-inch meter times the equivalency factor found in Table 2. The maximum assessable impact fee is calculated as: Maximum Impact Fee - (CIP cost) -:- (Increase in Equivalent Meters) $35,542,389 -:- 34,919 $1,017 per equivalent unit - Maximum Impact Fee - This impact fee underestimates the actual cost of providing service to new customers of the Fort Worth Water System. The underestimate is caused by the City's decision not to include the wastewater collection system lift stations and financing costs in the CIP as discussed earlier in this report. If these were to be included, the maximum assessable fee would be increased. DFWl \l32558\RPT013. WP5 21 I I I I I I I I I I I I I I I I I I I The City of Fort Worth is legally allowed to charge any impact fee as long as it does not exceed the maximum assessable fee. A lower fee can be adopted to encourage growth, however, the difference between what is required by the ClP and the amount collected in impact fees would need to be made up through higher wastewater rates to existing customers or other revenue sources. DFWl \132558\RPr013. WP5 22 I I I I I I I I I I I I I I I I I I I Appendix A I I I I I I I I I I I I I I I I I I I Appendix A CIP Projects CATEGORY A: IMPROVEMENTS TO MEET PRESENT FLOWS Project Title: Sludge onIy Landf"ill, I-B-l Description: The 156-acre landfill and solids processing area provides capacity to bury dewatered sludge through year 2010. The area surrounded by the levee also provides a location for the sludge processing facility. The new landfill is sealed from ex filtration by a clay slurry curtain wall and the underlying impermeable strata. Purpose: The existing sludge drying beds are an inexpensive and effective way to dry the digested sludge. However, the area is too small and unreliable in wet weather for the projected plant flows. Allocation: Costs to existing plant determined by percent eligible for EP A Grant Funds (92.7% of construction costs). Costs to 1996 to 2006 period based on percentage of 24 MGD expansion applied to planning period (50.0% of remaining costs). Remaining costs applied to existing customers. Status: Construction is complete. Project Title: Digesters and Thickeners, I-B-2 Description: Four dissolved air flotation thickeners replaced the gravity sludge thickener and centrifuges. Four digesters and a blend tank provide for sludge stabilization. Purpose: The four sludge thickeners concentrate the waste activated sludge prior to digestion. The sludge is mixed with primary sludge in a blend tank and distributed to the anaerobic digesters for fermentation. The four additional digesters provide sufficient detention time for complete reduction of the organic compounds. An existing gravity thickener was converted to a final clarifier, thereby adding capacity to the activated sludge system. Allocation: Costs to existing plant determined by percent eligible for EPA Grant Funds (92.0% of construction costs). Costs to 1996 to 2006 period based on percentage of 24 MGD expansion applied to planning period (50.0% of remaining costs). Remaining costs applied to existing customers. Status: Construction is complete. DFWI \1325S8\RPTOO2. WP5 23 I I I I I I I I I I I I I I I I I I I Project Title: Intermediate Pipeline, 1-B-3 Description: Four pipelines linking the treatment plant with the sludge only landfill. Conversion of existing pipelines to the sludge drying beds. Purpose: Pipelines are required to transport the stabilized sludge from the plant to the sludge only landfill and to return the sidestream from the sludge processing facility and working disposal area. Piping modifications were required in the existing sludge drying beds to accommodate revised piping. Allocation: Costs to existing plant determined by percent eligible for EP A Grant Funds (87.7% of construction costs). Costs to 1996 to 2006 period based on percentage of 24 MGD expansion applied to planning period (50.0% of remaining costs). Remaining costs applied to existing customers. Status: Pipelines were completed in 1989. CATEGORY B: EXPANSION TO MEET FUTURE FLOWS Project Title: Filter Area and Chlorination, II-A Description: Project includes the construction of continuous backwash filters, a new chlorination facility, chlorine contact basins, and expansion of the existing chlorine contact basins. Purpose: The result is a greatly enhanced ability to filter the clarifier effluent and an improved ability to discharge low-turbidity effluent during wet weather periods. Allocation: All costs allocated to 24 MGD expansion. Planning period costs are 50.0% (12.0/24) of costs. Existing customers are allocated (122.6-120)/24 or 10.8% of the costs. Remaining costs allocated to future customers beyond the planning period. Status: Construction is complete. Project Title: Aeration Area, II-B Description: The construction consists of two large aeration basins, three final clarifiers and a dechlorination facility. Purpose: The aeration basins and clarifiers extract the organic matter from the sewage and reduce the oxygen demand on river. The dechlorination facility was added to the project to meet the new standard for discharging a non-chlorinated effluent. Allocation: All cost allocated to 24 MGD expansion. Planning period costs are 50.0% (12.0/24) of costs. Existing customers are allocated (122.6-120)/24 or DFWl \132558\RPTOO2. WP5 24 I I I I I I I I I I I I I I I I I I I 10.8% of the costs. Remaining costs allocated to future customers beyond the planning period. Status: Construction is complete. Project Title: Control System (Phase I) IV-Dl Description: The existing central control system was replaced with a modern distributed process control and information management system. The first phase establishes control over the Phase II-A Project and the entire solids handling system. It also establishes costs for the remainder of the equipment necessary to finish the conversion. Purpose: The existing control system was installed in 1975. It has suffered severe corrosion since construction, is now at capacity, and is difficult to maintain. The new system employs a distributed processing system for improved reliability and expendability. Allocation: All costs allocated to 24 MGD expansion. Planning period costs are 50.0% (12.0/24) of costs. Existing customers are allocated (122.6-120)/24 or 10.8% of the costs. Remaining costs allocated to future customers beyond the planning period. Status: Construction is complete. Project Title: Auxiliary Heating Facility, IV -Cl Description: The existing gas fired boiler was moved from the Engine/Blower Building to the digester area and installed in a temporary building. Purpose: The boiler is required to provide heat to the four new digesters. Allocation: All costs allocated to 24 MGD expansion. Planning period costs are 50.0% (12.0/24) of costs. Existing customers are allocated (122.6-120)/24 or 10.8% of the costs. Remaining costs allocated to future customers beyond the planning period. Status: Construction is complete. Project Title: Primary Effluent Pump Upgrade, IV-F Description: Addition of primary effluent pumps. revision of wet wells, and improvement to storm water pumping and electrical feeds. Purpose: Primary pump stations are unable to pump all of the projected wet weather flows to secondary area, leading to possibility of flooding in primary treatment area. DFWl \132558\RPT002. WP5 25 I I I I I I I I I I I I II I I I I I I Allocation: All costs allocated to 24 mgd expansion. Planning period costs are 50.0% (12.0/24) of costs. Existing customers are allocated (122.6-120)/24 or 10.8% of the costs. Remaining costs allocated to future customers beyond the planning period. The construction and construction management costs for this project have been combined with Project II-C. The engineering portion was kept separate. Status: Under construction with Project II-C. Project Title: Primary Area Expansion, II-C Description: Construction of two additional primary clarifiers, additional effluent pumping capacity, influent bar screens, and an influent line will provide solids separation capacity as the sewage enters the plant. Purpose: Increased flows require capacity expansion of the primary area to effectively remove the settleable sludge and pump the flows to the expanded secondary area. Allocation: All costs allocated to 24 MGD expansion. Planning period costs are 50.0% (12.0/24) of costs. Existing customers are allocated (122.6-120)/24 or 10.8% of the costs. Remaining costs allocated to future customers beyond the planning period. Status: Under Construction. Project Title: Solids Area Expansion, ID-B Description: Increase the solids treatment capacity by adding four to six digesters and possible additional secondary sludge thickeners. Purpose: Increased solids loading due to increased primary sludge and secondary sludge requires additional heated anaerobic digester space to adequately reduce the organic material and make it suitable for dewatering and landfilling. Additional dissolved air flotation thickeners may be necessary to condense the secondary sludge prior to digestion. Allocation: This project consists of adding six digesters only two of which are required for this expansion. If two digesters are required to serve this expansion (24 MGD) then the six digesters should serve 72 MGD. The costs were allocated 3.6% to existing ([122.6 MGD - 120 MGD] -:- 72); 16.7% to study period (12.0 MGD -:- 72), and the remainder to after the study period. Status: Planning. DFWl \132558\RPT002. WP5 26 I I I I I I I I I I I I I I I I I I I CATEGORY C: EXPANSION TO MEET PRESENT AND 144 MGD FLOW Allocation: Improvements to the existing plant which will also serve the 24 MGD expansion facilities. Planning period costs are 8.3% (12.0/144) of the total costs. Existing customers are allocated 85.1 % (122.6 MGD -:- 144 MGD) and remaining costs are allocated to future customers. Project Title: Electrical System Improvements, IV-B Description: The original 2400-volt feeders in the primary area replaced with a high-voltage system. Replaced engine/generator control and switching systems. Provided synchronization gear. Purpose: The primary electric distribution system at the plant was badly in need of upgrading. Improvements in generator controls and switching allows more efficient utilization of plant-generated power. Generated power frequency matches utility power and allows shared use of feeders and improved efficiency. Allocation: Category C standard (85.1 % present and 8.3% to planning period). Status: Construction is complete. Project Title: Control System (Phase ß), IV-D2 Description: Phase II will utilize the equipment selected in Phase I, and will include software development and installation of the remainder of the control system to provide centralized control of the entire plant. Allocation: Category C standard (85.1 % present and 8.3% to planning period). Purpose: Project will replace existing computer control system. Status: Completed. Project Title: Energy Management, IV -C3 Description: Constructed a methane and natural gas boiler facility in the digester area. Installed hot-water supply lines and engine heat exchangers. Installed a gas compressor facility and storage sphere. Purpose: Digesters must be maintained at 90-95 of to effectively stabilize the sludge. The existing heating system used jacket heat from the engines. Mechanical breakdowns in winter and potential hot water line failure made it necessary to provide an alternate source of heat for the entire digester area. The gas compression and storage facilities are required to effectively utilize the methane gas produced in the additional digesters and improve the utilization of the gas from the existing digesters. The heating facility was constructed in the 91-92 DFWl \132558\RPTOO2. WP5 27 I I I I I I I I I I I I I I I I I I I fiscal year to provide heat to all the digesters so that the engines can be repaired without lowering the digester's temperatures. Allocation: Category C standard (85.1 % present and 8.3% to planning period). Status: Construction complete. Project Title: Electrical Generation Expansion, IV-B2 Description: Expansion of the energy recovery capacity of the plant by adding large engine-driven generators. Purpose: Generators will utilize the methane generated by the digesters to power engines and drive generators which will provide power to the plant electrical distribution system. Waste heat from the exhaust gases and the jacket water will be used to heat the digesters. Allocation: Category C standard (85.1 % present and 8.3 % to planning period). Status: Planning stage. CATEGORY D: EXPANSION TO MEET EXISTING AND FUTURE FLOWS Project Title: Sludge Processing Facility, I-B-4 Description: Facility includes sludge storage tanks, press areas, loading areas, chemical storage and feeding area, and support facilities. The sludge drying facility will be located in the sludge only landfill area. Purpose: Increased flows and improved solids separation generate sludge which must be concentrated prior to landfilling or land application. Allocation: Improvements to the existing plant which will also service the 24 MGD Phase II expansion and the 17 MGD Phase III expansion. Cost allocated to present facilities is based on the ratio of present capacity utilized (122.6 MGD) to future capacity for which the project was designed (161 MGD) or 76.1 %. The cost allocated to the planning period is 12.0 MGDI161 MGD, or 7.5%. The remainder is allocated to growth after the year 2006. Status: Completed. DFWl \132558\RPTOO2. WP5 28 I I I I I I I I I I I I I I I I I I I CATEGORY E: ENGINEERING STUDIES Project Title: 1989 Wastewater Master Plan Description: The wastewater master plan projects the collection system flows and needs through year 2010. Allocation: The wastewater master plan study covered the planning period from year 1990 through year 2010 but is expected to be updated every 10 years. The CIP covers the period 1996 through 2006. The cost has been allocated based on the 10 year update schedule. Six years (1990-1996) or 60% of the cost has been allocated to existing customers. The remaining four years (2006-2010) or 40% of the cost has been allocated to the study period. Status: Complete. Project Title: 1999 Wastewater Master Plan Description: This wastewater master plan update will project the system flows and needs for the years 2000 through 2020. Allocation: This wastewater master plan will cover the planning period from the year 2000 through the year 2020 but is expected to be updated after 10 years. The CIP covers the period 1996 through 2006. The cost has been allocated based on the 10 year update schedule. Six years (2000-2006) or 60% of the cost has been allocated to the study period. The remaining four years (2006 - 2010) or 40% of the cost has been allocated to growth beyond year 2006. Status: Planned Project Title: Impact Fee Update Description: An engineering study to revise the impact fee ordinance and recalculate the maximum allowed fee which can be assessed. Purpose: By statute the impact fee report and ordinance must be updated every three years. Allocation: 100 percent of the cost for studies in the years 1996, 1999, 2002, and 2005 can be allocated to the planning period. Status: On-going. DFWl \132558\RPTOO2. WP5 29 I I I I I I I I I I I I I I I I I I I I Project Title: Uprating Study Description: A comprehensive engineering evaluation of the Village Creek WWTP to determine if the rated capacity of the plant can be increased with minimal capital improvements. Purpose: To delay the need for capital improvements by increasing the rated capacity of existing units. Allocation: 100 percent of the cost to future growth beyond the study period. Status: Under way DFWl \132558\RPT0Q2, WP5 30 I I I I I I I I I I I I I I I I I I I Appendix B I Meter Summary I I I I I I I I I I I I I I I I I I City: Provided: Fnrt Wnrth W Ilr WW Residential Meters Size EQuivalencv Factor Quantitv Equivalent *" 1.0 112,861 112,861 I" 1.67 11,716 19,566 1 Ih" 3.33 1,591 5,298 2" 5.33 495 2,638 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 126,663 140,363 Non-Residential Meters :j4" 1.0 6,766 6,766 I" 1.67 2,145 3,582 1 Ih" 3.33 1,553 5,171 2" 5.33 3,754 20,009 3" 10.0 288 2,880 4" 16.67 241 4,017 6" 33.33 129 4,300 8" 53.33 35 1,867 10" 76.67 29 2,223 Total 14,940 50,815 % Fort Worth Sewer-I 96.0/92.8 Total Meters 141,603 % Fort Worth Water 100 Total Equivalent Meters 191,178 Total 1996 Population 471,149 Ratio-Capita/Residential Equiv. Meters 3.36 Weighted 1996 Population 452,363 Ratio-Jobs/Non-Resident. Equiv. Meters 7.28 Total 1996 Employment 370,155 Ratio-Capitaffotal Meters 3.32 Weighted 1996 Emplovment 343,652 Weighted Meters 135,460 *Reflects those on septic tanks & private services I % Pop/ % Employment DFWII132558/FRMCWW01. WP5 I I I I I I I I I I I I I I I I I I I Meter Swnmary City: Whnl~~lp rm:tnmPN* Provided: ww Residential Meters Size Eauivalencv Factor Ouantity Eauivalent *" 1.0 -- -- I" 1.67 -- -- I Ih" 3.33 -- -- 2" 5.33 -- -- 3" 10.0 -- -- 4" 16.67 -- -- 6" 33.33 - -- 8" 53.33 -- -- 10 76.67 -- -- Total -- -- 102,425 Non-Residential Meters *" 1.0 -- -- I" 1.67 -- -- I Ih" 3.33 -- -- 2" 5.33 -- -- 3" 10.0 -- -- 4" 16.67 -- -- 6" 33.33 -- -- 8" 53.33 -- -- 10" 76.67 -- -- Total -- 15,866 % Fort Worth Sewerl 96.7/100 Total Meters 98,859 % Fort Worth Water NA Total Equivalent Meters 118,290 Total 1996 Population 281,919 Ratio-Capita/Residential Equiv. Meters 2.75 Weighted 1996 Population 272,558 Ratio-Jobs/Non-Resident. Equiv. Meters 4.85 Total 1996 Employment 76,892 Ratio-Capitaffotal Meters 2.85 Weighted 1996 Emolovment 76,892 Wei1!hted Meters 94,539 *Excluding Arlington I % Pop/% Emp DFWl/132558/FRMCWW02, WP5 I I I I I I I I I I I I I I I I I I I Meter Swnmarv City: Provided: Rø.nhrnnlc W/bWW Residential Meters Size EQuivalencv Factor Ouantity Equivalent *" 1.0 5,347 5,347 I" 1.67 1,175 1,962 1 Ih" 3.33 3 10 2" 5.33 13 69 3" 10.0 - - 4" 16.67 - - 6" 33.33 - - 8" 53.33 - - 10 76.67 - - Total -- 6,538 7,388 Non-Residential Meters *" 1.0 77 77 I" 1.67 43 72 1 th" 3.33 13 43 2" 5.33 77 410 3" 10.0 16 160 4" 16.67 - - 6" 33.33 - - 8" 53.33 - - 10" 76.67 - - Total 226 762 % Fort Worth Sewer 100 Total Meters 6,764 % Fort Worth Water 0 Total Equivalent Meters 8,150 Total 1996 Population 20,197 Ratio-CapitalResidential Equiv. Meters 2.73 Weighted 1996 Population 20,197 Ratio-Jobs/Non-Resident. Equiv. Meters 4.61 Total 1996 Employment 3,510 Ratio-CapitalTotal Meters 2.99 Wei2hted 1996 Employment 3.510 Wei2hted Meters 6.763 DFWl/132558/FRMCWW03. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: RllIl'mnnnn WW Residential Meters Size Equivalency Factor Quantit~* Equivalent o/,í" 1.0 755 755 1" 1.67 - - 1 V:z" 3.33 - - 2" 5.33 - - 3" 10.0 - - 4" 16.67 - - 6" 33.33 - - 8" 53.33 - - 10 76.67 - - Total -- 755 755 Non-Residential Meters o/,í" 1.0 21 21 1" 1.67 - - 1 V:z" 3.33 - - 2" 5.33 - - 3" 10.0 - - 4" 16.67 - - 6" 33.33 - - 8" 53.33 - - 10" 76.67 - - Total 21 21 % Fort Worth Sewer 100 Total Meters 776 % Fort Worth Water NA Total Equivalent Meters 776 Total 1996 Population 2,350 Ratio-Capita/Residential Equiv. Meters 3.11 Weighted 1996 Population 2,350 Ratio-Jobs/Non-Resident. Equiv. Meters 15.00 Total 1996 Employment 315 Ratio-Capita/Total Meters 3.03 Wei!!hted 1996 Emü10vment 315 Wei!!hted Meters 776 *Same numbers as 1993. Data not provided in 1996, DFWl/132558/FRMCW\\"OS. 'lVI'S I I I I I I I I I I I I I I I I I I I Meter Swnmary City: Provided: R..rl~nn WIlTWW Residential Meters Size Eauivalencv Factor Ouantitv Eauivalent *" 1.0 5,582 5,582 I" 1.67 16 27 1 11z" 3.33 2 7 2" 5.33 2 11 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 5,602 5,627 Non-Residential Meters *" 1.0 341 341 I" 1.67 70 117 1 11z" 3.33 52 173 2" 5.33 62 330 3" 10.0 10 100 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 535 1 061 % Fort Worth Sewer 100 Total Meters 6,137 % Fort Worth Water 98 Total Equivalent Meters 6,688 Total 1996 Population 17,991 Ratio-Capita/Residential Equiv. Meters 3.20 Weighted 1996 Population 17,991 Ratio-Jobs/Non-Resident. Equiv. Meters 8.13 Total 1996 Employment 8,624 Ratio-Capitarrotal Meters 2.93 WeÎlzhted 1996 Emplovment 8.624 Weil!hted Meters 6.137 DfWl/132558/FRMCWW05. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: rrnwll'Y WI&WW Residential Meters Size Equivalencv Factor Ouantitv* Equivalent ~" 1.0 2,300 2,300 1" 1.67 20 33 1 W' 3.33 0 0 2" 5.33 11 59 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 2,331 2,392 Non-Residential Meters ~" 1.0 60 60 1" 1.67 0 0 1 Y2" 3.33 0 0 2" 5.33 5 27 3" 10.0 1 10 4" 16.67 3 50 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 69 147 % Fort Worth Sewer 100 Total Meters 2,400 % Fort Worth Water 86 Total Equivalent Meters 2,539 Total 1996 Population 7,000 Ratio-Capita/Residential Equiv. Meters 2.93 Weighted 1996 Population 7,000 Ratio-Jobs/Non-Resident. Equiv. Meters 11.29 Total 1996 Employment 1,660 Ratio-Capita/Total Meters 2.92 Wei~hted 1996 Emolovrnent 1,660 Wei~hted Meters 2,400 *Same numbers as 1993. Data not provided in 1996. DFWI/132558/FRMCW06. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: n~IWl\rthingtl\n ~~ril"n<i: W/WW Residential Meters Size Equivalency Factor Quantity* Equivalent ~" 1.0 811 811 1" 1.67 - - 1 W' 3.33 - - 2" 5.33 - - 3" 10.0 - - 4" 16.67 - - 6" 33.33 - - 8" 53.33 - - 10 76.67 - - Total -- 811 811 Non-Residential Meters ~" 1.0 - - 1" 1.67 - - 1 Yz" 3.33 - - 2" 5.33 - - 3" 10.0 - - 4" 16.67 - - 6" 33.33 - - 8" 53.33 - - 10" 76.67 - - Total - - % Fort Worth Sewer 90 Total Meters 811 % Fort Worth Water 46 Total Equivalent Meters 811 Total 1996 Population 2,117 Ratio-Capita/Residential Equiv. Meters 2.61 Weighted 1996 Population 1,905 Ratio-Jobs/Non-Resident. Equiv. Meters - Total 1996 Employment 995 Ratio-Capita/Total Meters 2.61 Weighted 1996 Employment 995 Weighted Meters 730 *Same numbers as 1993. Data not provided in 1996. DFWlI132558IFRMC\V\V07. WP5 I I I I Meter Summary City: Provided: ""iJg,.,.lifT ViIIgg" WIbWW I I I I I I I I I I I I I I I Residential Meters Size EQuivalencv Factor Ouantity EQuivalent *" 1.0 985 985 I" 1.67 10 17 1 IIz" 3.33 3 10 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 998 1,012 Non-Residential Meters *" 1.0 5 5 I" 1.67 2 3 1 11z" 3.33 2 7 2" 5.33 1 5 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 2 67 8" 53.33 0 0 10" 76.67 1 77 Total 13 164 % Fort Worth Sewer 100 Total Meters 1,011 % Fort Worth Water 100 Total Equivalent Meters 1,176 Total 1996 Population 2,757 Ratio-Capita/Residential Equiv. Meters 2.72 Weighted 1996 Population 2,757 Ratio-Jobs/Non-Resident. Equiv. Meters 2.50 Total 1996 Employment 410 Ratio-Capitarrotal Meters 2.73 WeÎlzhted 1996 Emplovment 410 Wei¡zhted Meters 1011 DFWlI132558/FRMCWW09. WP5 I I Meter Swnmarv I I I I I I I I I I I I I I I I I City: Provided: Rv~rrn.~n WI&WW Residential Meters Size EQuivalencv Factor Ouantity'" Equivalent *" 1.0 1,796 1,796 I" 1.67 5 8 1 Ih" 3.33 5 17 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 1,806 1,821 Non-Residential Meters *" 1.0 108 109 I" 1.67 1 2 1 'h" 3.33 1 3 2" 5.33 10 53 3" 10.0 1 10 4" 16.67 0 0 6" 33.33 0 0 S" 53.33 0 0 10" 76.67 0 0 Total 121 176 % Fort Worth Sewer 100 Total Meters 1,927 % Fort Worth Water 43 Total Equivalent Meters 1,997 Total 1996 Population 5,SOO Ratio-Capita/Residential Equiv. Meters 3.19 Weighted 1996 Population 5,800 Ratio-Jobs/Non-Resident. Equiv. Meters 3.41 Total 1996 Employment 600 Ratio-Capitarrotal Meters 3.01 Weil!hted 1996 EmDlovment 600 Weil!hted Meters 1927 DFWI/132558/FRMCWWI O. WP5 I I I I I I I I I I I I I I I I I I I Meter Swnmarv City: Provided: ....nrØC!,. n;n W/bWW Residential Meters Size Eauivalencv Factor Ouantity Eauivalent *" 1.0 3,567 3,567 I" 1.67 1 2 1 Ih" 3.33 0 0 2" 5.33 2 11 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 3,570 3,580 Non-Residential Meters *" 1.0 80 80 I" 1.67 10 17 1 Ih" 3.33 0 0 2" 5.33 140 746 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 230 843 % Fort Worth Sewer 100 Total Meters 3,800 % Fort Worth Water 100 Total Equivalent Meters 4,423 Total 1996 Population 14,000 Ratio-Capita/Residential Equiv. Meters 3.91 Weighted 1996 Population 14,000 Ratio-Jobs/Non-Resident. Equiv. Meters 0.47 Total 1996 Employment 400 Ratio-Capitaffotal Meters 3.68 Weil!'hted 1996 Emplovment 400 Weil!'hted Meters 3.800 DFWlI132558/FRMCWWll.WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: H..ltnm rity WI&WW Residential Meters Size Eauivalencv Factor Ouantity Eauivalent *" 1.0 9,531 9,531 1" 1.67 35 58 1 Ih" 3.33 0 0 2" 5.33 1 5 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 9,567 9,594 Non-Residential Meters *" 1.0 893 893 1" 1.67 157 262 1 Ih" 3.33 1 3 2" 5.33 145 773 3" 10.0 5 50 4" 16.67 7 117 6" 33.33 1 33 8" 53.33 0 0 10" 76.67 0 0 Total 1.209 2 131 % Fort Worth Sewer 100 Total Meters 10,776 % Fort Worth Water 100 Total Equivalent Meters 11,725 Total 1996 Population 36,251 Ratio-CapitalResidential Equiv. Meters 3.78 Weighted 1996 Population 36,251 Ratio-Jobs/Non-Resident. Equiv. Meters 5.20 Total 1996 Employment 11,075 Ratio-CapitafTotal Meters 3.36 Weighted 1996 Employment 11,075 Wei~hted Meters 10,776 DFWI/132558/FRMCWWI2. WP5 I I Meter Summary I I I I I I I I I I I I I I I I I City: Provided: Hurd W /& WW Residential Meters Size Equivalency Factor Quantity Equivalent ~" 1.0 9,944 9,944 I" 1.67 12 20 I 1/2" 3.33 2 7 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 9,958 9,971 Non-Residential Meters ~" 1.0 764 764 I" 1.67 150 251 I Ih" 3.33 26 87 2" 5.33 88 469 3" 10.0 9 90 4" 16,67 0 0 6" 33.33 9 300 8" 53.33 0 0 10" 76.67 0 0 Total 1,046 1,961 % Fort Worth Sewer I 62/67 Total Meters 11,004 % Fort Worth Water 93 Total Equivalent Meters 11,932 Total 1996 Population 35,980 Ratio-Capita/Residential Equiv. Meters 3.61 Weighted 1996 Population 22,388 Ratio-Jobs/Non-Resident. Equiv. Meters 8.92 Total 1996 Employment 17,485 Ratio-Capita/Total Meters 3.27 Weighted 1996 Employment 11,657 Weighted Meters 6,874 % Po /% Em 10 ment p p y DFW 1I132558/FRMCWW14. WP5 I I I I I I I I I I I I ,I I I I I I I Meter Summary City: Provided: Kpnnprblp W Æ, WW Residential Meters Size EQuivalencv Factor Quantity Equivalent *" 1.0 1,438 1,438 I" 1.67 67 112 1 W' 3.33 7 23 2" 5.33 2 11 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76,67 0 0 Total -- 1,514 1,584 Non-Residential Meters *" 1.0 160 160 1 " 1.67 25 42 1 1/2" 3.33 8 27 2" 5.33 25 133 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 1 33 8" 53.33 0 0 10" 76,67 0 0 Total 194 395 % Fort Worth Sewer 100 Total Meters 1,708 % Fort Worth Water 0 Total Equivalent Meters 1,979 Total 1996 Population 5,100 Ratio-Capita/Residential Equiv. Meters 3.22 Weighted 1996 Population 5,100 Ratio-Jobs/Non-Resident. Equiv. Meters 3.29 Total 1996 Employment 1,300 Ratio-Capita/Total Meters 2.98 Weighted 1996 Employment 1,300 Weighted Meters 1,708 DFWI/ I 32558/FRMCWW 16. WP5 I I I I I I I I I I I I I I I I I I I Meter Swnmarv City: Provided: T ..I<I' Wnrlh w/&ww Residential Meters Size EQuivalencv Factor Ouantity EQuivalent *" 1.0 1,616 1,616 I" 1.67 0 0 1 Ih" 3.33 0 0 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 1,616 1,616 Non-Residential Meters *" 1.0 85 85 I" 1.67 84 140 1 Ih" 3.33 0 0 2" 5.33 84 448 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 253 673 % Fort Worth Sewer 100 Total Meters 1,869 % Fort Worth Water 56 Total Equivalent Meters 2,289 Total 1996 Population 5,072 Ratio-Capita/Residential Equiv. Meters 3.14 Weighted 1996 Population 5,072 Ratio-Jobs/Non-Resident. Equiv. Meters 2.19 Total 1996 Employment 1,475 Ratio-Capitarrotal Meters 2.71 Weil!hted 1996 Employment 1475 Weil!hted Meters 1 869 DFWI/1325S8/FRMCWWI7. WPS I I I I I I I I I I I I I I I I I I I Meter Swnmary City: Provided: Nnrih lli,.hl",nrl Rill" WJ&WW Residential Meters Size EQuivalencv Factor Ouantitv EQuivalent *" 1.0 21,987 21,987 I" 1.67 847 1,414 1 'h" 3.33 10 33 2" 5.33 3 16 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total - 22,847 23,450 Non-Residential Meters *" 1.0 928 928 I" 1.67 169 282 1 Ih" 3.33 69 230 2" 5.33 370 1,972 3" 10.0 10 100 4" 16.67 11 183 6" 33.33 2 67 8" 53.33 0 0 10" 76.67 0 0 Total 1 559 3762 % Fort Worth Sewer· 65/67 Total Meters 24,406 % Fort Worth Water 76 Total Equivalent Meters 27,212 Total 1996 Population 51,714 Ratio-Capita/Residential Equiv. Meters 2.21 Weighted 1996 Population 33,728 Ratio-Jobs/Non-Resident. Equiv. Meters 3.06 Total 1996 Employment 11,510 Ratio-CapitafTotal Meters 2.12 Weil!hted 1996 EmDlovment 7.674 Weil!hted Meters 15 895 % Pop/ % Employment DFW1/132558/FRMCWWI8. WP5 I I I I I I I I I I I I I I I I I I I Meter Swnmary City: Provided: P'!lnt'1Jn ww Residential Meters Size Eauivalencv Factor Ouantity Eauivalent *" 1.0 795 795 1" 1.67 7 12 1 Ih" 3.33 -- - 2" 5.33 -- -- 3" 10.0 -- -- 4" 16.67 -- -- 6" 33.33 -- -- S" 53.33 -- -- 10 76.67 -- -- Total -- S02 S07 Non-Residential Meters *" 1.0 210 210 1" 1.67 66 110 1 'h" 3.33 17 57 2" 5.33 23 123 3" 10.0 1 10 4" 16.67 2 33 6" 33.33 -- -- S" 53.33 -- -- 10" 76.67 -- -- Total 319 543 % Fort Worth Sewer 100 Total Meters 1,121 % Fort Worth Water NA Total Equivalent Meters 1,350 Tota11996 Population 2,350 Ratio-CapitalResidential Equiv. Meters 2.91 Weighted 1996 Population 2,350 Ratio-Jobs/Non-Resident. Equiv. Meters 2.59 Total 1996 Employment 1,407 Ratio-Capitaffotal Meters 2.10 Weighted 1996 Employment 1 ,407 Weighted Meters 1,121 DFWI/132558/FRMCW3Q, WP5 I I I I I I I I I I I I I I I I I I I Meter Swnmary City: Provided: 12i..hh.ntf Hill" w~ww Residential Meters Size EQuivalencv Factor Ouantity Equivalent "'" 1.0 2,956 2,956 1" 1.67 53 89 1 Ih" 3.33 3 10 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 3,012 3,055 Non-Residential Meters "'" 1.0 0 0 1" 1.67 287 479 1 th" 3.33 3 10 2" 5.33 III 592 3" 10.0 6 60 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 407 1 141 % Fort Worth Sewer 100 Total Meters 3,419 % Fort Worth Water 66 Total Equivalent Meters 4,196 Total 1996 Population 8,187 Ratio-Capita/Residential Equiv. Meters 2.68 Weighted 1996 Population 8,187 Ratio-Jobs/Non-Resident. Equiv. Meters 4.65 Total 1996 Employment 5,305 Ratio-Capitaffotal Meters 2.39 Wei2hted 1996 EmDlovment 5.305 Wei2hted Meters 3.419 * Meter breaKclown assumoo same as m 1993. DFWI/132558/FRMCW19. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: Divpr O..Ic" ww Residential Meters Size EQuivalencv Factor Quantitv Equivalent ~" 1.0 2,500 2,500 I" 1.67 29 48 1 W' 3.33 4 13 2" 5.33 0 0 3" 10.0 0 0 4" 16,67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76,67 0 0 Total n 2,533 2,561 Non-Residential Meters ~" 1.0 127 127 I" 1.67 14 23 1 W' 3.33 16 53 2" 5.33 15 80 3" 10.0 0 0 4" 16.67 1 17 6" 33.33 1 33 8" 53.33 0 0 10" 76.67 0 0 Total 174 333 % Fort Worth Sewer 100 Total Meters 2,707 % Fort Worth Water NA Total Equivalent Meters 2,894 Total 1996 Population 7,000 Ratio-Capita/Residential Equiv. Meters 2.73 Weighted 1996 Population 7,000 Ratio-Jobs/Non-Resident. Equiv. Meters 4.32 Total 1996 Employment 1,440 Ratio-Capita/Total Meters 2.59 Wei2hted 1996 EmDlovment 1,440 Wei2hted Meters 2,707 DFVvï1l325581FRMCW31. WP5 I I I I I I I I I I I I I I I I I I I Meter Swnmarv City: Provided: ~!IIgin!lUf WIbWW Residential Meters Size Eauivalencv Factor Quantity Eauivalent ~" 1.0 2,490 2,490 I" 1.67 0 0 1 Ih" 3.33 0 0 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 2,490 2,490 Non-Residential Meters ~" 1.0 94 94 I" 1.67 27 45 1 th" 3.33 1 3 2" 5.33 69 368 3" 10.0 1 10 4" 16.67 2 33 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 194 553 % Fort Worth Sewer 100 Total Meters 2,684 % Fort Worth Water 93 Total Equivalent Meters 3,043 Total 1996 Population 9,300 Ratio-Capita/Residential Equiv. Meters 3.73 Weighted 1996 Population 9,300 Ratio-]obs/Non-Resident. Equiv. Meters 5.97 Total 1996 Employment 3,300 Ratio-Capitarrotal Meters 3.46 WeÜ~hted 1996 Emplovment 3300 Wei2hted Meters 2.684 *Meter breakdown assumed same as m 1993. DFWl/132558/FRMCW20. WP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: !ii:",n"nrn p".rlc WIbWW Residential Meters Size EQuivalencv Factor Ouantitv Equivalent *" 1.0 1,381 1,381 1" 1.67 1 2 1 'h" 3.33 0 0 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 1,382 1,383 Non-Residential Meters *" 1.0 84 84 1" 1.67 9 15 1 Ih" 3.33 0 0 2" 5.33 1 5 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 94 104 % Fort Worth Sewer 100 Total Meters 1,476 % Fort Worth Water 0 Total Equivalent Meters 1,487 Total 1996 Population 3,950 Ratio-Capita/Residential Equiv. Meters 2.86 Weighted 1996 Population 3,950 Ratio-Jobs/Non-Resident. Equiv. Meters 6.25 Total 1996 Employment 650 Ratio-Capitaffotal Meters 2.68 Weighted 1996 Employment 650 Wei2hted Meters 1.476 DFWII132558/FRMCW21.WP5 I I I I I I I I I I I I I I I I I I I - Meter Summary City: Provided: T"'......nt rnnnty MTm H1 W Jlr WW Residential Meters Size Equivalencv Factor Ouantity Eauivalent *" 1.0 671 671 I" 1.67 671 1,121 1 th" 3.33 0 0 2" 5.33 16 85 3" to.O 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 to 76.67 0 0 Total -- 1,358 1,877 Non-Residential Meters *" 1.0 0 0 I" 1.67 73 122 1 Ih" 3.33 0 0 2" 5.33 0 0 3" to.O 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 73 122 % Fort Worth Sewer 100 Total Meters 1,431 % Fort Worth Water 95 Total Equivalent Meters . 1,999 Total 1996 Population 5,000 Ratio-CapitalResidential Equiv. Meters 2.66 Weighted 1996 Population 5,000 Ratio-Jobs/Non-Resident. Equiv. Meters 0.41 Total 1996 Employment 50 Ratio-Capitarrotal Meters 3.49 Wei,ghted 1996 Employment 50 Weighted Meters 1.431 DFWI/I32558/FRMCW23. WP5 I Meter Swnmary I City: Provided: 1'» A WRJltoPr_rnllnwRY ww I Residential Meters Size EQuivalencv Factor Ouantitv EQuivalent *" 1.0 -- -- 1" 1.67 -- -- I Ih" 3.33 -- -- 2" 5.33 -- -- 3" 10.0 -- -- 4" 16.67 -- -- 6" 33.33 -- -- 8" 53.33 -- -- 10 76.67 -- -- Total -- -- 7,928 Non-Residential Meters *" 1.0 -- -- I" 1.67 -- -- I Ih" 3.33 -- -- 2" 5.33 - -- 3" 10.0 -- -- 4" 16.67 -- -- 6" 33.33 -- -- 8" 53.33 -- -- 10" 76.67 -- -- Total -- 1,337"'''' I I I I I I I I I I I % Fort Worth Sewer 100 Total Meters 8,403"'''' % Fort Worth Water NA Total Equivalent Meters 9,265 Total 1996 Population"'''' 22,435 Ratio-Capita/Residential Equiv. Meters 2.83'" Weighted 1996 Population 22,435 Ratio-JobslNon-Resident. Equiv. Meters 7.23* Total 1996 Employment"'''' 9,664 Ratio-Capitaffotal Meters 2.67* Wei~hted 1996 Employment 9,664 Wei~hted Meters 8,403 I I I I I Note: All meter quantities are weighted based on percentage of population served by Fort Worth. "'Data not available. Numbers based on weighted average for N. Rich1and Hills and Hurst. "'''' Included in numbers for N. Rich1and Hills and Hurst. DFW1/132558/FRMCWW04, WP5 . I I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: W!JItQlIgQ WIbWW Residential Meters Size EQuivalencv Factor Ouantity Equivalent *" 1.0 -- 7,038 I" 1.67 -- -- I Ih" 3.33 -- -- 2" 5.33 -- -- 3" 10.0 -- -- 4" 16.67 -- -- 6" 33.33 -- -- 8" 53.33 -- -- 10 76.67 -- -- Total -- -- 7,038 Non-Residential Meters *" 1.0 -- 171 I" 1.67 - -- I Ih" 3.33 -- -- 2" 5.33 -- -- 3" 10.0 -- -- 4" 16.67 -- -- 6" 33.33 -- -- 8" 53.33 -- -- 10" 76.67 -- -- Total -- 171 % Fort Worth Sewer 100 Total Meters 7,315 % Fort Worth Water 76 Total Equivalent Meters 7,209 Total 1996 Population 21,275 Ratio-Capita/Residential Equiv. Meters 3.02* Weighted 1996 Population 21,275 Ratio-Jobs/Non-Resident. Equiv. Meters 7.37* Total 1996 Employment 1,260 Ratio-Capitarrotal Meters 2.91* Weil!hted 1996 EmDlovment 1260 Weil!hted Meters 7315 *Same numbers as 1993. 1996 data on meters not available. DFWI/1325S81FRMCW29. WP5 .. I I I I I I I I I I I I I I I I I I I I Meter Summar~ City: Provided: W"dov..r Hill" w/&ww Residential Meters Size Equivalencv Factor Quantitv Equivalent %" 1.0 12 12 1" 1.67 85 142 1 W' 3.33 144 480 2" 5.33 49 261 3" 10.0 1 10 4" 16.67 - - 6" 33.33 - - 8" 53.33 - - 10 76,67 - - Total -- 291 905 Non-Residential Meters %" 1.0 - 0 1" 1.67 - - 1 Y2" 3.33 - - 2" 5.33 - - 3" 10.0 - - 4" 16.67 - - 6" 33.33 - - 8" 53.33 - - 10" 76.67 - - Total - 0 % Fort Worth Sewer 100 Total Meters 291 % Fort Worth Water 100 Total Equivalent Meters 905 Total 1996 Population 672 Ratio-Capita/Residential Equiv. Meters 0.74 Weighted 1996 Population 672 Ratio-Jobs/Non-Resident. Equiv. Meters - Total 1996 Employment 19 Ratio-Capita/Total Meters 2.31 Wei,ghted 1996 Employment 19 Weighted Meters 291 DFWl/132558/FRMCW26. \'iP5 I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: Wødumrth Vi1hgø WJbWW Residential Meters Size EQuivalencv Factor Ouantity* Equivalent *" 1.0 596 596 1" 1.67 0 0 1 Ih" 3.33 0 0 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 596 596 Non-Residential Meters :j4" 1.0 2 2 I" 1.67 0 0 1 Ih" 3.33 0 0 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 2 2 % Fort Worth Sewer 100 Total Meters 598 % Fort Worth Water 100 Total Equivalent Meters 598 Total 1996 Population 2,350 Ratio-Capita/Residential Equiv. Meters 3.94 Weighted 1996 Population 2,350 Ratio-Jobs/Non-Resident. Equiv. Meters 201 Total 1996 Employment 402 Ratio-Capitarrotal Meters 3.93 Wei~hted 1996 Employment 402 Wei~hted Meters 598 *Same numbers as 1993. Data not provided in 1996. DFWlI132558/FRMCW27. WP5 .. I I I I I I I I I I I I I I I I I I I Meter Summary City: Provided: Whitø ~tflÞl'l"lønt W /l, ww Residential Meters Size EQuivalencv Factor Quantitv Equivalent : 4" 1.0 4,100 4,100 1" 1.67 50 84 1 Ih" 3.33 0 0 2" 5.33 0 0 3" 10.0 0 0 4" 16.67 0 0 6" 33.33 0 0 8" 53.33 0 0 10 76.67 0 0 Total -- 4,150 4,184 Non-Residential Meters : 4" 1.0 100 100 1" 1.67 50 84 1 Ih" 3.33 50 167 2" 5.33 75 400 3" 10.0 0 0 4" 16.67 3 50 6" 33.33 0 0 8" 53.33 0 0 10" 76.67 0 0 Total 278 801 % Fort Worth Sewer 100 .Total Meters 4,428 % Fort Worth Water 42 Total Equivalent Meters 4,985 Total 1996 Population 15,500 Ratio-Capita/Residential Equiv. Meters 3.70 Weighted 1996 Population 15,500 Ratio-Jobs/Non-Resident. Equiv. Meters 4.62 Total 1996 Employment 3,700 Ratio-CapitafTotal Meters 3.50 Weil!hted 1996 Employment 3.700 Weil!hted Meters 4.428 DFWI/I32558/FRMCW28. WP5 I ¡ : ¡ i'L in-j, 'i ¡ , ¡i ; , Å ~~!IÌ..i~ ~ if ............ ' i ,¡ '" , "i , l' : .. ~ , . 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I ¡ DESIGNED BY: RW REV, BY D TE SYMBOL AT : SEPT" 1 96 JMS/BVG WA 07/29/9 * A BY; RW 09/ 9/97 JOB 0: 3_4 4 * CHECK 0 Y: SHEE NO, 2 ROPOSEO EXISTING 1000 o 1000 2000 3 00 o GRAPHI SCALE IN F ET LEG N D PROP, I 01 METER ~ KTY rPI NAL SIS UMBE PROPOSED G.I,P, WAT INE P JE T ROPOSED 10- Y R CJ, , EXIS ING 2" AND 4" L NE T E EP CED EXISTING PIPE INCLUDED IN KTY ANAL Y IS K . ANALY IS NO UM E S J XISTI G PIPE NOT INCLUDE IN AN L YSI OOSTER P S Ä TION BPS) CROUN STORAG ANK (GS EL 'AT D ORAG 7: K (E ') SUpp Y OR METERING 01 T AR PROJECTE TO £VELOP IN 1996 - 2 6 ,I //1/ / / ./ #//,- ---~/ NR /WA T AUGA WA TE IMP ACT F E UPDA T SYSTEM STUDY NETWORK SCHE A c CITY OF N R RICH LA D I LS TEXAS OWLT - ENGLIS -F R I NC$ SUlTDNG ENGBNEERS I Fort wort _Dallas REV, BY DATE SYMBOL 1997 RWA 07/29/97 * /BVG /BJG RWA 09/05/97 * JO NO: 3 434 F 2