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02/25/2014 Study Session Agenda Packet
MARANA TOWN COUNCIL STUDY SESSION NOTICE AND AGENDA 115 5 5 W. Civic Center Drive, Marana, Arizona 8 5 65 3 Boardroom, February 25, 2014, at or after 6:00 PM Ed Honea, Mayor Jon Post, Vice Mayor David Bowen, Council Member Patti Comerford, Council Member Herb Kai, Council Member Carol McGorray, Council Member Roxanne Ziegler, Council Member Pursuant to A.R. S. § 3 8-431.02, notice is hereby given to the members of the Marana Town Council and to the general public that the Town Council will hold a meeting open to the public on February 25, 2014, at or after 6:00 PM located in the Boardroom of the Marana Municipal Complex, 11555 W. Civic Center Drive, Marana, Arizona. ACTION MAY BE TAKEN BY THE COUNCIL ON ANY ITEM LISTED ON THIS AGENDA. Revisions to the agenda can occur up to 24 hours prior to the meeting. Revised agenda items appear in Itallcs. The Council Chambers are wheelchair and handicapped accessible. Persons with a disability may request a reasonable accommodation, such as a sign language interpreter, by contacting the Town Clerk at (520) 3 82- 1999. Requests should be made as early as possible to arrange the accommodation. This Notice and Agenda Posted no later than Monday, February 24, 2014, 6:00 PM, at the Marana Municipal Complex, 11555 W. Civic Center Drive, the Marana Operations Center, 5100 W. Ina Road, and at www.marana.com on the Town Clerk page under Agendas, Minutes and Recent Actions. CALL TO ORDER AND ROLL CALL PLEDGE OF ALLEGIANCE/INVOCATION/MOMENT OF SILENCE APPROVAL OF AGENDA CALL TO THE PUBLIC At this time any member of the public is allowed to address the Town Council on any issue within the jurisdiction of the Town Council, except for items scheduled for a Public Hearing at this meeting. The speaker may have up to three minutes to speak. Any persons wishing to address the Council must complete a speaker card located outside the Council Chambers and deliver it to the Town Clerk prior to the commencement of the meeting. Individuals addressing a meeting at the Call to the Public will not be provided with electronic technology capabilities beyond the existing voice ampli�cation and recording capabilities in the facilities and the Town's overhead proj ector/document reader. Pursuant to the Arizona Open Meeting Law, at the conclusion of Call to the Public, individual members of the Council may Study Session - February 25, 2014 - Page 1 of 67 respond to criticism made by those who have addressed the Council, and may ask staff to review the matter, or may ask that the matter be placed on a future agenda. DISCUSSION/DIRECTION/POSSIBLE ACTION D 1: Relating to Development; a presentation on the draft streets facilities and parks and recreation facilities development impact fees (Keith Brann) D 2: Resolution No. 2014-016: Relating to Utilities; adopting the Marana water infrastructure improvement plan and Marana sewer infrastructure improvement plan pursuant to A.R.S. § 9-463.05 (D) in connection with the Town's 2014 development impact fees for water and sewer (John Kmiec) EXE CUTIVE SE S SION Pursuant to A.R. S. § 3 8-431.03, the Town Council may vote to go into executive session, which will not be open to the public, to discuss certain matters. E 1: Executive Session pursuant to A.R.S. §38-431.03 (A)(3), Council may ask for discussion or consultation for legal advice with the Town Attorney concerning any matter listed on this agenda. FUTURE AGENDA ITEMS Notwithstanding the mayor's discretion regarding the items to be placed on the agenda, if three or more Council members request that an item be placed on the agenda, it must be placed on the agenda for the second regular Town Council meeting after the date of the request, pursuant to Marana Town Code Section 2-4-2(B). ADJOURNMENT Study Session - February 25, 2014 - Page 2 of 67 115 5 5 W. CIVIC CENTER DRIVE, MARANA, ARIZONA 8 5 65 3 Boardroom, February 25, 2014, 6:00 PM To: Mayor and Council From: Keith Brann, Town Engineer Strategic Plan Focus Area: Not Applicable Subj ect: Relating to Development; a presentation on the draft streets facilities and parks and recreation facilities development impact fees Discussion: Item D 1 The Town has been working though implementation of revising its impact fees for streets and parks. Town council adopted land use assumptions, a streets facilities infrastructure improvement plan, and a parks and recreation facilities infrastructure improvement plan on February 11, 2014. The next step in the adoption of impact fees to be compliant with state law is to hold a formal public hearing on proposed fees after the publishing of draft reports on the fees. Staff published our draft reports on February 14, 2014 notifying the public of a public hearing for March 18, 2014. Tonight's presentation will detail key aspects of the draft fee reports, provide examples of expected fees that would be paid by representative development, and discuss proj ected revenue from the impact fee programs Financial Impact: Presentation only ATTAC H M E N TS : Name: Description: Type: No Attachments Available Staff Recommendation: Presentation only Suggested Motion: Presentation only Study Session - February 25, 2014 - Page 3 of 67 115 5 5 W. CIVIC CENTER DRIVE, MARANA, ARIZONA 8 5 65 3 Boardroom, February 25, 2014, 6:00 PM To: Mayor and Council From: John Kmiec, Utilities Director Strategic Plan Focus Area: C ommunity Strategic Plan Focus Area - Additional Information: Initiative 1: Secure all necessary water resources & infrastructure Item D 2 Subj ect: Resolution No. 2014-016: Relating to Utilities; adopting the Marana water infrastructure improvement plan and Marana sewer infrastructure improvement plan pursuant to A.R.S. § 9-463.05 (D) in connection with the Town's 2014 development impact fees for water and s ewer Discussion: In accordance with Arizona state law, the Town has been moving through the process of adopting new impact fees for roads, parks, water and sewer. Draft reports on the water and sewer infrastructure improvement plans were presented on December 10, 2013 to Mayor & Council. On January 21, 2014, a public hearing was conducted pursuant to A.R.S. 9-463.OS (D) regarding land use assumptions and infrastructure improvement plans related to the Town's 2014 development impact fees for water and sewer. On February 11, 2014, Mayor & Council adopted the Land Use Assumption report for the Town of Marana, as it was presented with the infrastructure improvement plans for roads and parks. It is in this report that the population proj ections for development have been created that the Utilities Department is utilizing for the water and sewer service area proj ections. During this process, Marana Utilities staff inet with SAHBA and MPA on December 30, 2013 and January 31, 2014, to discuss any concerns or clari� cations to the material presented in the draft infrastructure improvement plans. In addition to these meetings, we have received formal comments from SAHBA and MPA. Based on discussions with stakeholders and with Council at the public hearing, staff has revised and updated the water and sewer reports before you tonight. Adoption of these reports allows the impact fee process to continue with the �nal stage of impact fee calculation and adoption. Financial Impact: None at this time. Study Session - February 25, 2014 - Page 4 of 67 ATTAC H M E N TS : Name: � Reso 2014- 016 Water and Sewer IIPs (00037037-2).docx � Exhibit 2013 Water IIP (00037045). pdf � Exhbit B 2013 Sewer IIP (00037044).pdf Description: Reso 2014-016 Exh A to reso 2014-016 Exh B to reso 2014-016 Staff Recommendation: Staff recommends approval of this resolution. Suggested Motion: I move to adopt Resolution 2014-016 Type: Resolution Exhibit Exhibit Study Session - February 25, 2014 - Page 5 of 67 MARANA RESOLUTION NO. 2014-016 RELATING TO UTILITIES; ADOPTING THE MARANA WATER INFRASTRUCTURE IMPROVEMENT PLAN AND MARANA SEWER INFRASTRUCTURE IMPROVEMENT PLAN PURSUANT TO A.R.S. § 9-463.05 (D) IN CONNECTION WITH THE TO�JN'S 2014 DEVELOPMENT IMPACT FEES FOR WATER AND SEWER WHEREAS the Town of Marana is required to restudy its development impact fees based upon changes to state law adopted in 2011 (SB 1525); and WHEREAS the Town of Marana has commissioned such restudy, the findings of which were presented at a public meeting on December 10, 2013; and WHEREAS the Town Council of Marana held a public hearing on the land use assump- tions on January 7, 2014, and adopted them on February 11, 2014; and WHEREAS the Town Council of Marana held a public hearing on the water facilities in- frastructure improvement plan and sewer infrastructure improvement plan on January 21, 2014; and WHEREAS the Mayor and Council of the Town of Marana find that this resolution is in the best interests of the Town of Marana and its citizens. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE TO�JN OF MARANA, as follows: SECTION 1. The report entitled "2013 Water Impact Fee Infrastructure Improvement Plan," dated February 21, 2014 and attached as Exhibit A to this resolution, is hereby adopted. SECTION 2. The report entitled "2013 Sewer Impact Fee Infrastructure Improvement Plan," dated February 21, 2014 and attached as Exhibit B to this resolution, is hereby adopted. PAS SED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TO�JN OF MARANA, ARIZONA, this 25th day of February, 2014. Mayor Ed Honea ATTEST: APPROVED AS TO FORM: Jocelyn C. Bronson, Town Clerk Frank Cassidy, Town Attorney {00037037.DOCX / 2} Resolution No. 2014-016 2/21/2014 2:27 PM FJC Study Session - February 25, 2014 - Page 6 of 67 Exhibit A to Marana Resolution 2014-016 _�7 � � �' ' y � . f +�:' Lx -+ � -� "� �� 1 �L . � `' � '-ih," ' ��f � .� � �y� =� �a :.'�f� �. 47 i I �� k� � 177i ��� � � r F r 4 �� r jl - +"' ' ".'_'� � L � ~ . . � � , � �... {..�--^t .' { .--� , � - -, � �- -4 - -� - rt r^�°��� - — � - �^�a l � � - � -- 'x - ° - Xr . �� � � +±' ..'' f � � .'r�Fi �f � �"`' ' lF ,� Y • � I v S I' "�� {�"' � '+ q '+ . �..,: �., � �.�� � ! �� - .y� �, 'I Y s � � , _ � � I� i ' `� I q� II . . . �.T,' ,r. . 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' F * 5 �'�� ' - ' � 3 �'�� �i .� s\ �' :. � ; }'> � � n f� F �'7}'r ... . .S �.��k�.=*n� t{�:.i�,.`Jr l� � ;�,�,�:�� ��. { ; I",��'�� : �3' � 1x ��. r �r,�� 4 fi�� �} C.S.' .. ri. _k. j � 5_ } - Study Session - February 25, 2014 - Page 7 of 67 2013 Water Impact Fee Infrastructure Improvements Plan 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Exhibit A to Marana Resolution 2014-016 Town of Marana Municipal Water Department TABLE OF CONTENTS INTRODUCTION................................................................................................................................ 1 SERVICEAREAS ................................................................................................................................ 1 10-YEAR LAND USE AS SUMPTIONS ............................................................................................. 1 LEVEL OF SERVICE FOR EXISTING SERVICE AREAS ............................................................... 3 LEVEL OF SERVICE FOR FUTURE SERVICE AREAS ................................................................. 3 EXISTINGCAPACITY ....................................................................................................................... 3 6.1. Existing Demand .......................................................................................................................... 4 6.2. Existing Storage Capacity ............................................................................................................ 5 6.3 . Existing Booster Capacity ............................................................................................................ 6 6.4. Existing Well Capacity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 E S TIMATE OF EXI S TING AND FUTURE EDU' S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 CAPITALFACILITIES ........................................................................................................................ 9 UTILIZATION OF PROPOSED AND EXISTING FACILITIES ..................................................... 10 9.1. Proj ected Future Demand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 9.2. 10-Year Storage Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 9.3 . 10-year Booster Station Requirements ....................................................................................... 12 9.4. 10-year Well Requirements ........................................................................................................ 13 9. 5 . Proj ected Water Right Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 COST OF CAPITAL IMPROVEMENTS AND WATER RIGHTS ACQUISITION ....................... 14 10.1. Water Infrastructure .................................................................................................................... 14 10.2. Water Rights Acquisition ........................................................................................................... 17 TABLES Table 1. Town of Marana Growth Proj ections by Development . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 Table 2. Existing Equivalent Dwelling Units ............................................................................................... 4 Table 3. Equivalent Dwelling Unit Meter Factors ........................................................................................ 4 Table4. Existing Demand ............................................................................................................................. 5 Table5. Existing Storage Capacity ............................................................................................................... 6 Table6. Existing Booster Capacity ............................................................................................................... 6 Table7. Existing Well Capacity ................................................................................................................... 7 Table 8. Growth in Dwelling Units, Commercial Acres, and EDUs ............................................................ 8 Table 9. 10-year Cumulative Equivalent Dwelling Units ............................................................................. 8 Table 10. Capital Facilities and 10-year Growth in EDUs ........................................................................... 9 Table 11. Capital Facilities and 10-year Growth in EDUs (Water Resources) ...........................................10 Table 12. Proj ected 10-year Demand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11 Table 13 . 10-year Proj ected Storage Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11 Table 14. 10-year Projected Booster Capacity Requirements ....................................................................12 Table 15 . 10-year Proj ected Well Capacity ................................................................................................13 Table 16. North Marana Service Area Capital Improvement Costs ...........................................................15 Table 17. Twin Peaks/Continental Reserve Service Area Capital Improvement Costs ..............................15 Table 18. Estimated Cost of Reference Facilities .......................................................................................16 Table 19. Estimated Value of Existing Infrastructure .................................................................................16 Table 20. Estimated Impact Fees for Saguaro Bloom, Palo Verde, Airport, and Falstaff Service Areas ...16 Table 21. Additional Section 23 Fees by Year ...........................................................................................17 Table 22. Annuity for acquisition of the Marana WRF ..............................................................................17 Table 23. Water Rights Acquisition Capital Costs by Year ........................................................................18 WestLand Resources, Inc. ii Engineering and Environmental Consultants StUdy �����p�s��.��1p�c��F�e���a�t�r ��a� �� R�port\Final\2013 Report_022114.docx Exhibit A to Marana Resolution 2014-016 S.�I �' J%n� � �Y: � '�ir� , �{ �. �+�} .�vR . � . � +�.`� � ry ���� � 5 .S� f � ; ���+ � f�� � �� � � �.i � ti � � ' � 1 r �f � + -xr �;� = . `.'�"� _ ' �� ��,= l � ! h !.i �'�~r,} � : ... . 'r A �}N �t ~4 i� ; { 'f •� C_��� '. � � - . � f ! ` � ��''(. k�' s.. e 4 � Y !' ' � '� � . �y �+'< L . .�p�. ryY�` . S a�. �, V :I k i �.. 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INTRODUCTION The Town of Marana Utilities Department (Marana Water) provides water service primarily within the corporate limits of the Town of Marana (the Town). Marana Water serves approximately 14,500 people and has approximately 5,882 residential and commercial accounts. The Marana Water service area is expected to grow as the Town grows. Currently, Marana Water relies on groundwater for its potable water supply. Marana Water strives to seek additional renewable sources of supply such as Central Arizona Project (CAP) water and recharged effluent to achieve safe yield set forth by the Arizona Department of Water Resources (ADWR). The purpose of the impact fee study is to determine the capital improvements and water right acquisitions that are required to meet the demands associated with the next 10 years of growth, and to determine the per-connection impact fee for each benefit area. 2. SERVICE AREAS Figu�e 1 is a map of the service areas used in this analysis. It is intended that two of the service areas, Twin Peaks and Continental Reserve be combined so that they can share well and storage capacity. The integration of the two systems will also reduce the need for additional booster station capacity to support growth in the current Continental Reserve Service Area. 3. 10-YEAR LAND USE ASSUMPTIONS The Town has prepared Land Use Assumptions: Public Repo�t, dated February 11, 2014. A summary of the growth proj ections for the planning period are shown by development area in Table 1. The location of each development area is shown in Figu�e 2. Tablel includes the projected number of dwelling units and commercial acres projected within 10 years. The fourth column shows the number of Equivalent Dwelling Units (EDU) for each development, where an EDU represents the amount of water used by one residential dwelling unit. For this study, each commercial acre is equivalent to four EDUs. The final column shows the water service provider for each development. A significant fraction of the growth occurs in areas served by Tucson Water. Some of the areas are served by Tucson Water, but the water is provided by Marana through either an Intergovernmental Agreement (IGA) or a Wheeling Agreement (WA). Table 1. Town of Marana Growth Proiections bv Develoament Airport Aerie Apartments Anway Farms 0 411 0 29 0 0 116 411 0 Marana Tucson Water Marana WestLand Resources, Inc. Engineering and Environmental Consultants StUdy �����p�s��.��1p�c��F�e���a�t�r ��ac�t4'e���ort\Final\2013 Report_022114.docx Exhibit A to Marana Resolution 2014-016 2013 Water Impact Fee Infrastructure Improvements Plan Town of Marana Municipal Water Department Barrios De Marana 63 Casa Sevilla 48 Cascada 322 Cascada North 0 Continental Ranch 23 7 Cortaro Crossing 0 Cypress Gardens 165 De Anza 23 3 Dove Mountain 833 Fianchetto Farms 97 Gladden Farms 648 Gladden Farms II 211 Hartman 5 9 5 9 Honea Heights III 0 Ina/Silverbell 41 Lazy K 180 Mandarina 2 5 0 Marana Gardens 0 Marana Main St. 0 Marana Mercantile 0 Marana Spectrum 0 Marana Towne Center 92 Payson Farms 3 7 Pima Farms 0 Pima Farms North 199 Rancho Marana 0 Rancho Marana Town Center 0 Saguaro Bloom 1,418 Saguaro Ranch 10 San Lucas 267 Sanders Grove 113 Shops At Tangerine 0 Sky Ranch 42 Tangerine Business Park 0 Tangerine Commerce Park 0 Tangerine Crossing 0 Tangerine Thornydale 50 WestLand Resources, Inc. Engineering and Environmental Consultants StUdy �����p�s��.��1p�c��F�e���a�t�r ��ac�t�fe���ort\Final\2013 Report_022114.docx 4 0 17 0 49 10 0 0 20 0 18 0 0 0 0 0 22 0 14 31 106 13 0 3 0 0 10 0 0 0 0 0 0 14 22 10 4 79 48 389 0 433 41 165 233 912 97 720 211 59 0 41 180 336 0 56 125 423 144 37 12 199 0 40 1,418 10 267 113 0 42 54 90 40 64 Marana WA Marana Marana Tucson Water Marana Marana Marana Tucson Water Marana Marana Marana Marana Marana IGA Marana Marana Marana Marana Marana Marana Marana Marana Marana Marana Marana Marana Marana Tucson Water Marana Marana Marana Tucson Water Marana Marana Tucson Water IGA 2 2013 Water Impact Fee Infrastructure Improvements Plan Exhibit A to Marana Resolution 2014-016 Tapestry The Estate Lots At Tortolita Preserve The Villages Of Tortolita Tortolita Reserves Tortolita Vistas Uptown At Marana Vanderbilt Farms Whitney Farms Willow Ridge Customs 120 4 0 79 116 47 460 12 35 Town of Marana Municipal Water Department 0 0 0 0 0 6 0 0 0 120 4 0 79 116 71 460 12 35 Tucson Water Tucson Water Marana IGA IGA Marana Marana Marana Marana Total I 6,895 I 401 I 8,498 4. LEVEL OF SERVICE FOR EXISTING SERVICE AREAS The Marana water system is divided into seven service areas as shown in Figu�e 1. In general, the required level of service in terms of the water system engineering design criteria for each water system is the same. The storage requirement is 1.5 times the average day demand (ADD) plus two hours of fire flow. The requirement for wells is Peak Day Demand (PDD) with the largest well out of service. If the system is not served by gravity storage, the booster station requirement is the greater of PDD plus fire flow or Peak Hour Demand (PHD). The Falstaff and Palo Verde Water Systems currently only have one well each. The Continental Reserve Water System has an interconnect with Tucson Water, which satisfies the well requirement with one well out of service. The Twin Peaks Water System has an interconnect with the Oro Valley Water Utility, which satisfies the well capacity requirement with the largest well out of service. 5. LEVEL OF SERVICE FOR FUTURE SERVICE AREAS The level of service in terms of the water system engineering design criteria will be the same as stated above for all service areas. The Town will not address the lack of redundant well capacity or changing the level of service in the Falstaff and Palo Verde Service Areas; no growth is proj ected for these two service areas. 6. EXISTING CAPACITY Table 2 shows the existing number of EDUs in each service area and pressure zone. The EDUs in Table 2 are based on the number of connections in each service area/pressure zone and the meter size. Table 3 shows the number of EDUs assigned to each meter size. Figu�e 1 shows the location of the service areas and pressure zones. WestLand Resources, Inc. 3 Engineering and Environmental Consultants StUdy �����p�s��.��1p�c��F�e���a�t�r ��ac�t�e���ort\Final\2013 Report_022114.docx Exhibit A to Marana Resolution 2014-016 2013 Water Impact Fee Infrastructure Improvements Plan Town of Marana Municipal Water Department Table 2. Existing Equivalent Dwelling Units Service Area Zone Existin F North Marana W+ 3,265 North Marana X 1 a 5 7 North Marana X 1 d North Marana Y 1 North Marana Total 3,322 Continental Reserve CR 2,013 Continental Reserve PR 233 Continental Reserve Y3 110 Continental Reserve SR 30 Continental Reserve Total 2,386 Twin Peaks A Twin Peaks Y 1 664 Twin Peaks Z 1 415 Twin Peaks Total 1,079 Saguaro Bloom Xlb 236 Palo Verde X 1 c 60 Airport X l c 47 Falstaff X 1 d 1 IGA 4 WA Total 7,135 Table 3. Equivalent Dwelling Unit Meter Factors 6.1. EXISTING DEMAND Based on historical flow data, the average demand for the Marana water system is 276.15 gpd per EDU Design requirements are based on the following assumptions: • Average Day Demand (ADD) = 276.15 gpd/EDU • Peak Day Demand (PDD) = 2* ADD WestLand Resources, Inc. 4 Engineering and Environmental Consultants StUdy �����p�s��.��1p�c��F�e���a�t�r ��ac�t�e���ort\Final\2013 Report_022114.docx Exhibit A to Marana Resolution 2014-016 2013 Water Impact Fee Infrastructure Improvements Plan Town of Marana Municipal Water Department � Peak Hour Demand (PHD) = 3.5 * ADD (if ADD <= 1,000 gpm), or 3*ADD (otherwise); PHD may be dependent on other instantaneous flow requirements. Table 4 shows the existing demand flows calculated from the existing connection, the meter sizes, and the assumptions listed above. Table 4. Existina Demand North Marana W+ 901, 63 0 North Marana X1a 15,741 North Marana X 1 d North Marana Y 1 North Marana Total 917,370 Continental Reserve CR + SR 564,174 Continental Reserve PR 64,343 Continental Re serve Y3 3 0, 3 77 Continental Reserve Total 658,894 Twin Peaks A Twin Peaks Y1 183,364 Twin Peaks Z1 114,602 Twin Peaks Total 297,966 Saguaro Bloom Xlb 65,171 Palo Verde Xlc 16,569 Airport X l c 12,979 Falstaff X 1 d 276 Total 1,969,226 *Peak Hour Demand based on instantaneous flow requirement 1,252 22 1,274 784 89 42 915 255 159 414 91 23 18 0.3 8 - 2,735 2,191 115* 0 0 2,306 1,371 156 173* 1,701 0 446 279 724 158 145* 127* 20* 5,182 6.2. EXISTING STORAGE CAPACITY Table S shows the existing reservoir requirements, the existing reservoir capacity, and the amount of excess capacity. Required storage capacity is equal to 1.5 times ADD plus two hours fire flow. Required fire flow varies by service area and water pressure zone. WestLand Resources, Inc. 5 Engineering and Environmental Consultants StUdy �����p�s��.��1p�c��F�e���a�t�r ��ac�t�e���ort\Final\2013 Report_022114.docx Exhibit A to Marana Resolution 2014-016 2013 Water Impact Fee Infrastructure Improvements Plan Town of Marana Municipal Water Department Table 5. Existina Storaae Capaci North Marana W+ 2, 5 00 North Marana Xla 1,000 1,676,055 2,075,000 398,945 North Marana X 1 d North Marana Y 1 North Marana Total 1,676,055 2,075,000 398,945 Continental Reserve CR + SR 1,500 1,000,000 1,122,776 127,224 Continental Reserve PR 700 250,000 Continental Reserve Y3 2,500 345,565 1,000,000 654,435 Continental Reserve Total 1,468,341 2,250,000 781,659 Twin Peaks A Twin Peaks Y1 1,500 455,045 185,000 (270,045) Twin Peaks Z1 1,000 291,903 1,100,000 808,097 Twin Peaks Total 746,949 1,285,000 538,051 Saguaro Bloom Xlb 2,000 337,757 1,940,000 1,602,243 Palo Verde Xlc 24,854 40,000 15,147 Airport Xlc 2,750 349,469 500,000 150,531 Falstaff X1 d 414 10,000 9,586 Total 4,603,838 8,100,000 3,496,162 6.3. EXISTING BOOSTER CAPACITY Table 6 shows the existing booster capacity for each service area and zone including the amount of excess capacity. The required booster capacity is the greater of PDD plus fire flow or PHD. Table 6. Existina Booster Caaacitv North Marana North Marana North Marana North Marana North Marana Continental Reserve Continental Reserve Continental Reserve Continental Reserve W+ Xla Xld Y1 Total CR + SR PR Y3 Total 3,752 1,022 4,774 2,284 789 2,542 5,615 6,720 1,300 8,020 2,500 1,000 3,100 6,600 2,968 278 3,246 216 211 558 985 WestLand Resources, Inc. 6 Engineering and Environmental Consultants StUdy �����p�s��.��1p�c��F�e���a�t�r ��ac�t�'e���ort\Final\2013 Report_022114.docx Exhibit A to Marana Resolution 2014-016 2013 Water Impact Fee Infrastructure Improvements Plan Town of Marana Municipal Water Department Twin Peaks A Twin Peaks Y1 1,755 2,100 345 Twin Peaks Z1 1,159 2,085 926 Twin Peaks Total 2,914 4,185 1,271 Saguaro Bloom Xlb 2,091 6,180 4,089 Palo Verde X 1 c 145 400 255 Airport Xlc 2,768 4,500 1,732 Falstaff X 1 d 20 120 100 Total 18,327 30,005 11,678 6.4. EXISTING WELL CAPACITY Table 7 shows the existing well capacity and excess well capacity where available. The minimum requirement for wells is PDD with the largest well out of service. Table 7. Existina Well Capacitv North Marana W+ 1,252 North Marana X 1 a 22 North Marana X 1 d North Marana Y 1 North Marana Total 1,274 Continental Reserve CR + SR 784 Continental Reserve PR 89 Continental Reserve Y3 42 Continental Reserve Total 915 Twin Peaks A Twin Peaks Y1 255 Twin Peaks Z 1 159 Twin Peaks Total 414 Saguaro Bloom Xlb 91 Palo Verde X 1 c 23 Airport X 1 c 18 Falstaff X 1 d 0.3 8 Total 2,735 1. Redundant well not required because of Tucson Water Interconnect. 2,665 960 2,665 2,655 0 2,655 1,502 1,502 2,107 245 2,956 56 12,186 982 1,152 245 2,000 56 1,705 431 1,705 431 2,655 1,740 2,655 520 1,740 106 520 955 0 956 0 - 6,791 106 864 0 93 8 0 - 4,079 WestLand Resources, Inc. 7 Engineering and Environmental Consultants StUdy �����p�s��.��1p�c��F�e���a�t�r ��ac�t�'e���ort\Final\2013 Report_022114.docx Exhibit A to Marana Resolution 2014-016 2013 Water Impact Fee Infrastructure Improvements Plan Town of Marana Municipal Water Department 7. ESTIMATE OF EXISTING AND FUTURE EDU'S The future land use was calculated by using a GIS system to combine the information on development areas shown in Figu�e 2 with the service areas and pressure zones from Figu�e 1. Table 8 shows the calculated increase in dwelling units, commercial acres, and EDUs based on the assumed growth rates. It was assumed that each commercial acre has a water demand of four EDUs. Table 8. Growth in Dwellinq Units, Commercial Acres, and EDUs North Marana North Marana North Marana North Marana North Marana Twin Peaks Twin Peaks Twin Peaks Twin Peaks Twin Peaks Twin Peaks Twin Peaks Twin Peaks Saguaro Bloom Palo Verde Airport Falstaff W+ Xla Xld Y1 Total CR PR Y3 SR A Y1 Z1 Total Xlb Xlc Xlc Xld 2,136 74 250 2,460 379 11 370 267 1,028 1,418 96 44 14 154 3 1 126 6 136 29 2,520 74 426 54 3,074 391 13 874 293 1,572 1,418 116 IGA 300 4 316 WA 48 48 Total 5,253 323 6,543 Table 9 shows the existing EDUs and the cumulative 10-year projected EDUs for each water pressure zone and each water service area. Table 9.10-vear Cumulative Eauivalent Dwellina Units North Marana North Marana North Marana North Marana North Marana W+ Xla Xld Y1 Total 3,265 57 3,322 5,785 131 426 54 6,396 WestLand Resources, Inc. 8 Engineering and Environmental Consultants StUdy �����p�s��.��1p�c��F�e���a�t�r ��ac�t�fe���ort\Final\2013 Report_022114.docx 2013 Water Impact Fee Infrastructure Improvements Plan Twin Peaks Twin Peaks Twin Peaks Twin Peaks Twin Peaks Twin Peaks Twin Peaks Twin Peaks Saguaro Bloom Palo Verde Airport Falstaff IGA WA Total 8. CAPITAL FACILITIES Exhibit A to Marana Resolution 2014-016 CR PR Y3 SR A Y1 Z1 Total Xlb Xlc Xlc Xld Town of Marana Municipal Water Department 2,013 233 110 30 664 415 3,465 236 60 47 1 4 7,135 2,404 233 110 30 13 1,538 708 5,037 1,654 60 163 1 320 48 - 13,678 Table 10 shows the capital facilities required for each service area, the level of service, and the estimated growth in each area in EDUs. An EDU represents one single-family residence and one acre of commercial development is equivalent to four EDUs. Exhibit 1 shows the location of the proposed capital facilities. Table 10. Caaital Facilities and 10-vear Growth in EDUs North Marana Twin Peaks/Continental Reserve Integration Saguaro Bloom Palo Verde Airport Falstaff ✓ San Lucas interconnect ✓ Upsize Tangerine Commercial reservoir and booster station See Section 4.0 ✓ W+ to X-zone booster station ✓ Marana Park well ✓ Marana Park reservoir ✓ Sanders 24-inch pipeline ✓ Upsize reservoir and add booster station at Twin Peaks. See Section 4.0 ✓ Interconnect Twin Peaks and Continental Reserve ✓ Picture Rocks interconnect See Section 4.0 none See Section 4.0 none See Section 4.0 none See Section 4.0 none 3,074 1,572 1,418 0 116 0 Table 11 shows the capital facilities and other expenses associate with the acquisition of water rights, the level of service, and the estimated 10-year growth. The cost of water rights acquisition is applied to all WestLand Resources, Inc. 9 Engineering and Environmental Consultants StUdy �����p�s��.��1p�c��F�e���a�t�r ��ac�t�e���ort\Final\2013 Report_022114.docx 2013 Water Impact Fee Infrastructure Improvements Plan Exhibit A to Marana Resolution 2014-016 Town of Marana Municipal Water Department growth in the Marana service areas, and areas that are served by Tucson Water with water supplied by Marana either through an Intergovernmental Agreement (IGA) or a Wheeling Agreement (WA). There are two sources of water rights used in this study: Non-Indian Agricultural CAP Reallocation (NIA), and recharged wastewater. Table 11. Capital Facilities and 10-vear Growth in EDUs (Water Resources All Service Areas plus areas served by Tucson Water with water supplied by Marana with an IGA or WA. ✓ Purchase of NIA through ADWR. ✓ Construction of recharge basins at the Marana Water Reclamation See Section 2.0 Facility (WRF) ✓ One-half the cost of acquisition of the Marana WRF relating directly to the water ri�hts acauired. 6,543 9. UTILIZATION OF PROPOSED AND EXISTING FACILITIES In this section, the projected utilization of existing and proposed facilities is presented. The first subsection presents the projected 10-year demand that is used to calculate utilization. In the existing water system, the Twin Peaks and Continental Reserve Service Areas are separate and distinct service areas. It is proposed, as part of the expansion needed for growth, that the two systems be connected to form one service area, which will be called the Twin Peaks Service Area. 9.1. PROJECTED FUTURE DEMAND Table 12 shows the ADD, PDD, and PHD based on the projected EDUs for each service area and zone. The demand accorded each EDU is based on the following assumptions: • 2.63 persons per dwelling unit (ppdu)(2010 Census) • 105 gallons per capita per day (gpcd), based on historical flows. • Average Day Demand (ADD) = 2.63 ppdu * 105 gpcd = 276.15 gpd/EDU • Peak Day Demand (PDD) = 2* ADD • Peak Hour Demand (PHD) = 3.5 * ADD (if ADD <= 1,000 gpm), or 3*ADD (otherwise); sometimes PHD is dependent on other instantaneous flow requirements. WestLand Resources, Inc. Engineering and Environmental Consultants lo StUdy �����p�s��.��1p�c��F�e���a�t�r ��ac�t�'e���ort\Final\2013 Report_022114.docx 2013 Water Impact Fee Infrastructure Improvements Plan Exhibit A to Marana Resolution 2014-016 Town of Marana Municipal Water Department Table 12. Proiected 10-vear Demand North Marana W+ 1,597,614 North Marana X 1 a 3 6,13 3 North Marana X 1 d 117, 529 North Marana Y 1 14, 912 North Marana Total 1,766,189 Twin Peaks A 3,693 Twin Peaks Y1 424,790 Twin Peaks Z1 195,546 Twin Peaks CR + SR 672,204 Twin Peaks PR 64,343 Twin Peaks Y3 3 0,3 77 Twin Peaks Total 1,390,954 Saguaro Bloom Xlb 456 614 � Palo Verde Xlc 16,569 Airport X 1 c 45 012 � Falstaff X 1 d 2�6 Total 3,675,614 *Peak Hour Demand based on instantaneous flow requirement 9.2. 1 O-YEAR STORAGE REQUIREMENTS 2,219 50 163 21 2,453 5 590 272 934 89 42 1,932 634 23 63 0.3 8 - 5,105 3,328 115* 286 36 3,765 9 1,032 475 1,634 156 173* 3,480 1,110 145* 109 20* - 8,647 Table 13 shows the 10-year projected storage requirements. Required storage capacity is equal to 1.5 times ADD plus 2 hours fire flow. Required fire flow varies by service area and water pressure zone. Table 13.10-vear Proiected Storaqe Requirements North Marana North Marana North Marana North Marana North Marana W+ Xla Xld Y1 Total 2,500 1,000 2,500 2,500 2,926,916 322,368 3,249,284 2,075,000 2,075,000 851,916 322,368 1,174,284 WestLand Resources, Inc. 11 Engineering and Environmental Consultants StUdy �����p�s��.��1p�c��F�e���a�t�r ��a�t4'e���ort\Final\2013 Report_022114.docx 2013 Water Impact Fee Infrastructure Improvements Plan Twin Peaks Twin Peaks Twin Peaks Twin Peaks Twin Peaks Twin Peaks Twin Peaks Saguaro Bloom Palo Verde Airport Falstaff Total Exhibit A to Marana Resolution 2014-016 Town of Marana Municipal Water Department A Y1 Z1 CR + SR PR Y3 Total Xlb Xlc Xlc Xld 1,500 1,500 1,000 1,500 700 2,500 2,000 2,750 9.3. 1 O-YEAR BOOSTER STATION REQUIREMENTS 2,220,866 345,565 2,566,431 924, 921 24,854 397,519 414 7,163,422 185,000 1,100,000 1,000,000 100,000 1,000,000 3,385,000 1,940,000 40,000 500,000 10,000 7,950,000 (164,134) (654,43 5) (818,569) (1,01 s,o�9) (15,147) (102,481) (9,586) (786,578) Table 14 shows the 10-year projected booster station requirements. The required booster capacity is the greater of PDD plus fire flow or PHD. Table 14.10-vear Proiected Booster Caaacitv Reauirements North Marana North Marana North Marana North Marana North Marana Twin Peaks Twin Peaks Twin Peaks Twin Peaks Twin Peaks Twin Peaks Twin Peaks W+ Xla Xld Y1 Total A Y1 Z1 CR + SR PR Y3 Total 4,719 1,050 2,663 2,521 10,953 1,505 2,090 1,772 2,434 789 2,542 11,132 6,720 1,300 None None 8,020 None 2,100 2,085 2,500 1,000 3,100 10,785 (2,001) (250) 2,663 2,521 2,933 1,505 (10) (313) (66) (211) (558) 347 WestLand Resources, Inc. 12 Engineering and Environmental Consultants StUdy �����p�s��.��1p�c��F�e���a�t�r ��a�t�fe���ort\Final\2013 Report_022114.docx Exhibit A to Marana Resolution 2014-016 2013 Water Impact Fee Infrastructure Improvements Plan Town of Marana Municipal Water Department Saguaro Bloom Palo Verde Airport Falstaff Total Xlb Xlc Xlc Xld 2,634 145 2,813 20 - 27,697 6,180 400 4,500 120 - 30,005 (3,546) (255) (1,687) (100) - (2,308) 9.4. 1 O-YEAR WELL REQUIREMENTS Table 1 S shows the 10-year projected well requirements. The minimum requirement for wells is PDD with the largest well out of service. Table 15.10-vear Proiected Well Caaacitv North Marana W+ 2,219 North Marana Xla 50 2,665 North Marana X 1 d 163 North Marana Y 1 21 None North Marana Total 2,453 2,665 Twin Peaks A 5 Twin Peaks Y1 590 Twin Peaks Z 1 272 4,157 Twin Peaks CR + SR 934 Twin Peaks PR 89 Twin Peaks Y3 42 Twin Peaks Total 1,932 4,157 Saguaro Bloom Xlb 634 2,107 Palo Verde X 1 c 23 245 Airport Xlc 63 2,956 Falstaff X 1 d 0.3 8 56 Total 5,105 12,186 1. Current Level of Service requires one well with no backup well. 960 1,705 None None 1,705 982 3,175 982 3,175 1,152 955 0 245 2,000 956 0 56 6,791 727 21 748 (1,243) (1,243) (321) (222) (893) (56) - (1,987) 9.5. PROJECTED WATER RIGHT REQUIREMENTS The existing connections require approximately 2,207 acre-feet/year. The 10-year water rights WestLand Resources, Inc. 13 Engineering and Environmental Consultants StUdy �����p�s��.��1p�c��F�e���a�t�r ��a�t�e���ort\Final\2013 Report_022114.docx Exhibit A to Marana Resolution 2014-016 2013 Water Impact Fee Infrastructure Improvements Plan Town of Marana Municipal Water Department requirements are based on the growth within each of the service areas plus the water supplied to Tucson Water through either an IGA or a WA. The proj ected demand including IGAs and WAs is approximately 4,231 acre-feet/year, or a projected increase of approximately 2,024 acre-feet/year. On average, each EDU requires approximately 0.31 acre-feet/year. 10. COST OF CAPITAL IMPROVEMENTS AND WATER RIGHTS ACQUISITION The following sections show the estimated cost of the proposed capital improvements for both water storage and delivery infrastructure, and costs associated with the acquisition of water rights. 10.1. WATER INFRASTRUCTURE This section contains the estimated capital costs for the North Marana Service Area and the Twin Peaks/Continental Reserve Service Area, and the costs and EDUs that can be served by existing infrastructure for the Saguaro Bloom, Palo Verde, Airport, and Falstaff Service Areas. Tables 16 and 17 show the estimated capital costs associated with the North Marana Service Area and the Twin Peaks/Continental Reserve Service Area. Appendix A contains a detailed cost breakdown for each improvement in the North Marana and Twin Peaks Service Areas. Reimbursements in Table 16 are an estimate of the connection credits that will be refunded to the development community from previous water service agreements. WestLand Resources, Inc. 14 Engineering and Environmental Consultants StUdy �����p�s��.��1p�c��F�e���a�t�r ��a�t�e���ort\Final\2013 Report_022114.docx �--� � 4� � � � � � F--� � � � � r--a � � . ,.� U . ,.� � � � � � � � � O � O � c� 0 � � 0 N C O � 0 � � c� � ca L � � O � Q � X W � r--a � C/1 � � 4� � w � ♦, o U � � � � ~ F--� � � � � � � � � �--� t/1 � ( ^ O �"-' N � '' O � � N'' N �'' N �' N ,'� O N''' v� �1, N O'' N N'' N ''� '' O f ..�' � ty'' N �' N '� O �' � t� N c� N '� � O V �'" '' o � ��,,, �` N � � � �' � � � o � � � c � � o — � � v� cv �' � c� � �'' N , C�S �'' N CC � � U � L o Q o 0 � c�.� �"� N � � c�i � . �' N o � � {�} CC � O � � O � � � r�'' �`1 O � � N � a..� �"`�'' C�l � L ' � � � {�} z � � o 0 O � �""� N � cC �' N � H � � ' � � � � � � � '' C�1 � N O O , �'' � � � O � N N N � O N � O O O N O N O N O O N N � � O O O N o c�i N N � � � � 0 � N N � 0 c� N N � 0 � � � O N N O r--a {�} O � � {�} � N N M � � � �� �� � � � � � � � � � � � o o � �o ; � U U o �o .ua o � � o p, -�'-� � � s,�-.� � s,�-.� � � � � � U � � b!J b!J � � O � � � , � � � � � � N � c� c� � s.�r � [� •� [� � � � a a •� N � v O s.. ►�C s.. �� O r� � � '� � '� � O � � � � � � ..-a � � C/� � O + O � � C/� � � � L/� � � � � � � � � � L/� � t t e t � � L F � 1 f � r--a � � 0 � � � � N N 0 �I 0 a a� � M '--a O N .-�-r � � w � � � C� � � � � y � � �I C a j � � e � � � � � a� o � � � � O �' �`�., � � � � o .] c � � � � �r c � � b � �� � c � L � � •� G� .� u� � � �' w � � � � � (n Exhibit A to Marana Resolution 2014-016 2013 Water Impact Fee Infrastructure Improvements Plan Town of Marana Municipal Water Department In the Saguaro Bloom, Palo Verde, Airport, and Falstaff Service areas, there is sufficient capacity for anticipated growth in the planning period. Impact fees for these areas are based entirely on existing facilities. The following relationships were used to determine the capacity of each element of the infrastructure in EDUs: � Storage (w/ Fire Flow) = 1.5 ADD + 25% (1.5 ADD) � Storage (w/o Fire Flow) = 1.5 ADD � Well = PDD � Booster Station (w/ Fire Flow) = PHD + 25%(PHD) � Booster Station (w/o Fire Flow) = PHD The value of existing infrastructure is based on the cost to construct facilities. A reference size is used for each type of facility and the above relationships were used to determine how many EDUs the reference size could support. For example, the reference well is 1,000 gpm, and the cost for a 1,000 gpm well is estimated to be $1,250,000. The well is required to supply PDD, and based on the relationships above, a 1,000 gpm well will support 2,607 EDUs; therefore, the cost per EDU is $479. Table 18 shows the reference size and cost for each facility. Table 18. Estimated Cost of Reference Facilities Facility R�eference �ize Refer�enc� Cast EDUs Se� Storage w/o Fire Flow 200,000 gal $200,000 483 Storage w/ Fire Flow 250,000 gal $250,000 483 Well 1,000 gpm $1,250,000 2,607 Booster w/o Fire Flow 500 gpm $200,000 1,304 Booster w/ Fire Flow 500 gpm $200,000 1,043 $414 $518 $479 $153 $192 The cost per EDU depends on whether or not fire flow is required for the service area. Table 19 shows the breakdown of costs by infrastructure component for service areas with and without fire flow requirements. No Fire Flow w/ Fire Flow Table 19. Estimated Value of Existing Infrastructure Cost er EDU servoir W�ell Boostf $414 $479 $153 $518 $479 $192 Table 20 shows the impact fee for each of service areas, based on the values in Table 18. Table 20. Estimated Impact Fees for Saguaro Bloom, Palo Verde, Airport, and Falstaff Service Areas North Marana Yes See note Twin Peaks Yes See note Saguaro Bloom Yes $1,189 Palo Verde No $1,046 Airport Yes $1,189 Falstaff No $1,046 Note: In the service areas noted, the value of excess existing infrastructure will not be included in impact fees for future growth. $1,046 $1,189 WestLand Resources, Inc. 16 Engineering and Environmental Consultants StUdy �����p�s��.��1p�c��F�e���a�t�r ��a�t�'e���ort\Final\2013 Report_022114.docx Exhibit A to Marana Resolution 2014-016 2013 Water Impact Fee Infrastructure Improvements Plan Town of Marana Municipal Water Department Pursuant to an IGA between Marana and Oro Valley dated April 3, 2001 (Marana Resolution 2001-3 6), Marana and Oro Valley share an overlapping service area. The area of overlap is shown in Appendi� B, and is located within a portion of Section 23, Township 12 South, Range 12 East. Connections in the overlap area pay a fee in addition to the Twin Peaks impact fee. The additional fee was $750 per EDU in 2001, and has increased by 3 percent per year every year after. Table 21 shows the fee over the next 10 years to the nearest dollar. Table 21. Additional Section 23 Fees by Year Year Section 23 Fee Year �ectian 23 2014 $1,101 2019 $1,277 2015 $1,134 2424 $1,315 2016 2017 2018 10.2. WATER RIGHTS ACQUISITION $1,168 2421 $1,355 $1,204 2422 $1,395 $1,240 2423 $1,437 There are two sources of water rights foreseen in the next 10 years: Central Arizona Project (CAP) Non- Indian Agricultural Reallocation (NIA), and recharged wastewater. Costs for recharged wastewater include the cost to build recharge basins and one-half the cost to purchase the Marana Water Reclamation Facility (WRF). The Marana WRF was acquired from Pima County to help the Town meet its source water requirements. Existing customers have already paid for capacity in the plant, and future customers will pay for unused existing capacity. Although the headworks and secondary treatment were limited to about 0.3 8 mgd when the plant was purchased, there is unused capacity in several areas. The existing WRF has a permitted capacity of 3.5 mgd, a tertiary treatment capacity of 3.5 mgd, and has the land area required for the treatment of 3.5 mgd. Since the Marana WRF was acquired primarily for the source water resource, future water customers will pay for one-half the cost of the acquisition annuity, and future sewer customers will pay for one-half the acquisition annuity. Table 22 shows the plant acquisition annuity and the portion of the acquisition annuity devoted to new water customers over the next ten years. Table 22 also shows the proj ected quantity of water that will be recharged each year. Table 22. Annuitv for acauisition of the Marana WRF 2013 2014 2015 2016 2017 2018 2019 WestLand Resources, Inc. Engineering and Environmental Consultants $1,807,725 $1,809,525 $1,809,925 $1,808,925 $903,863 $904,763 $904,963 $904,463 418 460 502 559 644 731 834 17 StUdy �����p�s��.��1p�c��F�e���a�t�r ��a�t�'e���ort\Final\2013 Report_022114.docx 2013 Water Impact Fee Infrastructure Improvements Plan $1,300,000 2020 $1,810,550 $905,275 2021 $1,807,150 $903,575 2022 $1,812,350 $906,175 2023 $1,810,750 $905,375 Total $14,476,900 $7,238,450 951 1,084 1,232 1.395 The Town was awarded 515 acre-feet of NIA water rights at a cost of $1,288 per acre-foot. The total cost of the NIA water rights is $663,320, which is spread over five years from 2015 through 2019. Table 23 shows all of the costs associated with water rights over the next ten years. Table 23. Water Riahts Acauisition Capital Costs bv Year 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total $903,863 $904,763 $904,963 $904,463 $905,275 $903,575 $906,175 $905,375 $7,238,450 Exhibit A to Marana Resolution 2014-016 Town of Marana Municipal Water Department $132,664 $132,664 $132,664 $132,664 $132,664 $1,300,000 � $663,320 $1,300,000 $132,664 $1,036,527 $1,037,427 $1,037,627 $1,037,127 $905,275 $903,575 $906,175 $905,375 $9,201,770 WestLand Resources, Inc. 18 Engineering and Environmental Consultants StUdy �����p�s��.��1p�c��F�e���a�t�r ��a�t�fe���ort\Final\2013 Report_022114.docx Exhibit A to Marana Resolution 2014-016 FIGURES Study Session - February 25, 2014 - Page 28 of 67 � � � xxxxxxxxxx} N L r r xxxxxxxxxxr r r xxxxxxxxxxr � � N I � o �� �� �� � (6 � (6 � (� , ,� � � � O Z � � t6 N � � .� � � t6 a--� � t6 I..L N > � N � N � (6 �--� � N � � � O � O U m O � (lS � � (� � � . �- � . �. _ .. .. r , 0 • l . , �� , `� . � �,�C� a � M � O N � � _ � � z � � U (� � a ii ii �ri .�� � � � ca a� > L � > � c� � � � a � L �, � U) � � � LL � tn N � � � � � � (l� �1 [Q C C C [Q [Q � O � � [Q U U +_� [6 [� � � � V � � � � 0.S � [Q [Q [Q • � L C /"� Q � L U� U� U� C L Q � � C � � L � N C L L L V � C ii � � c� c� c� o � o >, a� o c� c� c� � a c� � c� c� c� c� ��� o Q Q m c� c� c� c� � c� c� o o� c� c� __� J���� a� — a� t �nnnnnnn �nnnnnnn n nn nnnnnnn } nnnnnnn nn� � t f r > t f f a� a� JI � � ���� �������� �������� nnnnnn nxn � �������'�� �������� xxxxx� ���� � �������� �������� nnnnnnnn nnn nn nnnnnnn� �������� �n�n�n�n � U C (a � 0 � c6 � � (!) 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Y. {yrv � 11� � . { ± �. �_ '"' + '� � � ��` f y��4 � +�, . i� 7 _ .��y -����` �r - . -�4��:ti�.%��'-.� �. - - -�-� ��°"- _ _ � _. �ti � �" x Y � �`� �'.'. . -��. _y _ b �. � � _� Y� . . � .w � S .e} _ �_. ,. s _ d � u-r - � r.�:..-�_ _ ' _ - ���J �j � ti � � �'. v„ ' } y � 4 �^' ' '� x x . v= ' �._`r ' �� �. <t' ;i • y� •��"i' �� '+}'+' ��. }� .z�. �f�:�µ. 1 �l yA ,{ 'Sr l'l.♦ _ rv�. _ �� •� - E . `f '�i,t ,k:€ •°t`.-;t�,�y'--- -- ..��, . �c'.. .'�S�%' .....>.�` -_.� .�}'-`--�r .?�!_-.��� . �-.- �-_'�`-2-�s.'�' ` 2013 Sewer Impact Fee Infrastructure Improvement Plan 1. INTRODUCTION Exhibit B to Marana Resolution 2014-016 Town of Marana Utilities Department The Town of Marana (Town) is the Designated Management Agency (DMA) to provide wastewater service for the DMA area shown in Figu�e 1. The Town serves approximately 5,000 people and has approximately 2,100 residential and commercial accounts within the DMA area. Currently, the Town operates two Water Reclamation Facilities (WRF): the Marana WRF and the Rillito Vista WRF. The Town also operates a collection system that consists of approximately 40 miles of gravity sewer. The purpose of the impact fee study is to determine the capital improvements that are required to meet the next ten year's growth for each benefit area. 2. SERVICE AREAS Figu�e 1 shows the DMA area that is served by the Town, and the 19 sewer basins that were used in the study. Figu�e 1 also shows the Saguaro Bloom development area, which is currently not within the Town's DMA area, but is assumed to be in the future. The impact fee study is based on a single Service Area comprising the Marana DMA plus Saguaro Bloom. Figu�e 1 also shows the Town's existing sewer collection system and WRFs. The Marana WRF serves the maj ority of the Town's customers, and the Rillito Vista WRF serves about 60 Residences at this time. During the next ten years the Rillito Vista WRF is assumed to be retired and the flows will go to the Marana WRF. Areas within the Town but outside the DMA are currently served by Pima County. 3. 10-YEAR LAND USE ASSUMPTIONS The Town has prepared Land Use Assumptions: Public Repo�t, February 11, 2014. A summary of the growth projections for the planning period are shown by development area in Table 1. The location of each development area is shown in Figu�e 2. Table 1 includes the projected number of dwelling units and commercial acres projected within 10 years. The fourth column shows the number of Equivalent Dwelling Units (EDU) for each development, where an EDU represents the amount of wastewater produced by one residential dwelling unit. The final column shows the sewer service provider for each development. A significant fraction of the growth occurs in areas served by Pima County or that will be served by on-site systems. Table 1. Town of Marana Growth Proiections bv Develoament Airport Aerie Apartments Anway Farms Barrios De Marana 0 29 411 0 0 0 63 4 116 Marana 411 Pima County 0 Marana 79 Marana 1 WestLand Resources, Inc. Engineering and Environmental Consultants StUdy ��o����'sCS�'�T�I��� ��9\�bde"r�mp�ct���brC�'i�IReport�Report_021714.docx Exhibit B to Marana Resolution 2014-016 2013 Sewer Impact Fee Infrastructure Improvement Plan Town of Marana Utilities Department Casa Sevilla Cascada Cascada North Continental Ranch Cortaro Crossing Cypress Gardens De Anza Dove Mountain Fianchetto Farms Gladden Farms Gladden Farms II Hartman 59 Honea Heights III Ina/Silverbell Lazy K Mandarina Marana Gardens Marana Main St. Marana Mercantile Marana Spectrum Marana Towne Center Payson Farms Pima Farms Pima Farms North Rancho Marana Rancho Marana Town Center Saguaro Bloom Saguaro Ranch San Lucas Sanders Grove 48 322 0 237 0 165 233 833 97 648 211 59 0 41 180 250 0 0 0 0 92 37 0 199 0 0 1,418 10 267 113 Shops At Tangerine 0 Sky Ranch 42 Tangerine Business Park 0 Tangerine Commerce Park 0 Tangerine Crossing 0 Tangerine Thornydale 50 Tapestry 120 WestLand Resources, Inc. Engineering and Environmental Consultants StUdy ��o����'sCS�'�T�I��� ��9\�bde"r�mp�ct���rC�'i�IReport�Report_021714.docx 0 17 0 49 10 0 0 20 0 18 0 0 0 0 0 22 0 14 31 106 13 0 3 0 0 10 0 0 0 0 0 0 14 22 10 4 0 48 Pima County 3 89 Pima County p Pima County 43 3 Pima County 41 Pima County 165 Marana 23 3 Pima County 912 Pima County 9� Marana 720 Marana 211 Marana 59 Pima County p Marana 41 Pima County 180 Pima County 3 3 6 Marana p Marana 5 6 Marana 125 Marana 423 Pima County 144 Marana 3 � Marana 12 Pima County 199 Pima County p Marana 40 Marana 1,418 Marana 10 On-site 26� Marana 113 Marana p Marana 42 Pima County 54 On-site 90 Marana 40 Pima County 64 Pima County 120 Pima County 2 2013 Sewer Impact Fee Infrastructure Improvement Plan Exhibit B to Marana Resolution 2014-016 Town of Marana Utilities Department The Estate Lots At Tortolita Preserve The Villages Of Tortolita Tortolita Reserves Tortolita Vistas Uptown At Marana Vanderbilt Farms Whitney Farms Willow Rid�e Customs Total 4 0 79 116 47 460 12 35 6,895 0 0 0 0 6 0 0 0 401 4. LEVEL OF SERVICE FOR EXISTING SERVICE AREAS 4 0 79 116 71 460 12 35 8,498 Pima County Marana Pima County Pima County Marana Marana Marana Pima County For its existing customers, Marana Utilities Department provides sewer collection, purification and disinfection of collected wastewater. The collection system is designed to carry peak wet-weather flow (PWWF). The treatment systems are designed to treat average dry-weather flow (ADWF) for the peak month, but hydraulically designed for PWWF. Existing facilities currently owned and operated by the Town include two wastewater reclamation facilities: the Marana WRF including sand filters and UV disinfection designed and permitted for 3.5 million gallons per day (mgd), and the Rillito Vista WRF lagoon system serving 60 EDUs. The conveyance system comprises approximately 40 miles of gravity mains and approximately 850 manholes. 5. LEVEL OF SERVICE FOR FUTURE SERVICE AREAS The level of service in terms of the wastewater system engineering design criteria will be the same as stated above for all service areas. 6. EXISTING CAPACITY Table 2 shows the existing number of EDUs in each service area and pressure zone. Each EDU represents the amount of water used by one residential dwelling unit. Table 2 below shows the number of existing EDUs in each sewer basin. Figu�e 1 shows the location of the sewer basins. WestLand Resources, Inc. 3 Engineering and Environmental Consultants StUdy ��o����'sCS�'�T�I��� ��9\�bde"r�mp�ct���rC�'i�IReport�Report_021714.docx Exhibit B to Marana Resolution 2014-016 2013 Sewer Impact Fee Infrastructure Improvement Plan Town of Marana Utilities Department Table 2. Existina Eauivalent Dwellina Units 5 62 8 Tributary to Marana WRF 10 1, 3 6 7 Tributary to Marana WRF 13 47 Currently treated by on-site systems 14 60 Tributary to Rillito Vista WRF Total 2,102 The EDUs in Table 2 are based on the number of connections and the meter size. Table 3 shows the number of EDUs assigned to each meter size. Table 3. Equivalent Dwelling Unit Meter Factors Meter Slze EDU Ratl� finche:�l The wastewater flow accorded each EDU is based on the assumption that each EDU will produce 187.2 ADWF, as per Arizona Department of Environmental Quality (ADEQ) guidance. Table 4 shows the existing wastewater flows calculated from the existing connection, the meter sizes, and the assumptions listed above for the Marana WRF. Table 4. Existina Flows and Capacitv of the Marana WRF 1,995 � 373,000 � 380,000 � 7,000 7. ESTIMATE OF EXISTING AND FUTURE EDU'S The future land use was calculated by using a GIS system to combine the information on development areas shown in Figu�e 2 with the sewer basins shown in Figu�e 1. Table S shows the existing and the estimated 10-year EDUs. WestLand Resources, Inc. 4 Engineering and Environmental Consultants StUdy ��o����'sCS�'�T�I��� ��9\�bde"r�mp�ct���rC�'i�IReport�Report_021714.docx 2013 Sewer Impact Fee Infrastructure Improvement Plan Exhibit B to Marana Resolution 2014-016 Town of Marana Utilities Department Table 5. Estimates of Existina and 10-vear EDUs 5 628 1,058 1,686 Marana WRF 10 1,367 1,741 3,108 Marana WRF 11 0 3 3 6 3 3 6 Marana WRF 13 47 116 163 Airport On-site System 14 60 44 104 Marana WRF, currently Rillito Vista 15 0 54 54 Tangerine Commercial On-site System 18 0 1,418 1,418 Marana WRF Notes: 1. Includes 160 existing Honea Heights EDUs to be connected 2. Tangerine Commercial On-site is a private, commercial septic system. Table 6 shows the existing and estimate of 10-year EDUs for each treatment system. Table 6. Estimates of Existina and 10-vear EDUs bv Treatment Marana WRF 1,995 4,657 Airport On-site System 47 116 Tangerine Commercial On-site System 0 54 Rillito Vista 60 1. Includes 60 existing EDUs from Rillito Vista 2. Tangerine Commercial is proposed to be a private, commercial septic system m 6,652 163 54 Table 7 shows a running balance of proj ected EDUs, proj ected sewer demand, and proj ected Marana WRF capacity for the system tributary to the Marana WRF. Table 7. Runnina Balance of Marana WRF demands and caaaci 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 1,995 200 200 272 344 416 489 561 633 705 60 0.37 0.5 0.5 0.5 1.5 1.5 1.5 1.5 1.5 1.5 1,995 2,195 2,395 2,667 3,071 3,487 3,976 4,537 5,170 5,875 0.37 0.41 0.45 0.50 0.57 0.65 0.74 0.85 0.97 1.10 WestLand Resources, Inc. 5 Engineering and Environmental Consultants StUdy ��o����'sCS�'�T�I��� ��9\�bde"r�mp�ct���brC�'i�IReport�Report_021714.docx 2013 Sewer Impact Fee Infrastructure Improvement Plan 8. CAPITAL FACILITIES Exhibit B to Marana Resolution 2014-016 Town of Marana Utilities Department Table 8 shows the capital facilities required for the Marana WRF Tributary Benefit Area. The capital facilities include improvements to the conveyance system and improvements to the Marana WRF. The conveyance system improvements are limited to the pressure sewer to relieve Saguaro Bloom. Additional improvements may be required in Clark Farms Blvd. to split flows. Improvements in Clark Farms Blvd. are assumed incidental to the Saguaro Bloom relief system and are not included in this study. The first phase of Marana WRF improvements will bring the plant up to 0.5 mgd by modifying the headworks and the clarifiers, adding a fourth blower, and replacing the diffusers in the Biolac basin. In the second phase, the system will be expanded to 1.5 mgd with new headworks, a second Biolac or similar secondary treatment component, new clarifiers, and solids handling facilities. Table 8. Caaital Facilities and 10-vear Growth in EDUs. All connections tributary to the Marana WRF See Section 2.0 including Saguaro Bloom Upgrades to Marana WRF to bring capacity to 0.5 mgd. Marana WRF expansions to 1.5 mgd. One-half Treatment Plant Annuity. New Saguaro Bloom force main, and modify Saguaro Bloom existing lift station. Sewer augmentation to convey flows thru existing system, and conveyance ubsizin� reimbursement. 4,597* *Growth does not include 60 EDUs from Rillito Vista. 9. UTILIZATION OF PROPOSED AND EXISTING FACILITIES The Marana WRF was acquired from Pima County in 2013 with a permitted capacity of 3.5 mgd. The land area and tertiary treatment components at the site will accommodate in excess of 3.5 mgd of wastewater treatment capacity as defined in the permits, per the existing and proposed level of service. All capital expansions and one-half of the acquisition expense are allocated as growth expenses in the 10- year planning window. Table 9 below shows the estimated 10-year EDUs, the flows that are expected to generated by those EDUs, and the utilization of capital facilities. WestLand Resources, Inc. 6 Engineering and Environmental Consultants StUdy ��o����'sCS�'�T�I��� ��9\�bde"r�mp�ct���vrC�'i�IReport�Report_021714.docx 2013 Sewer Impact Fee Infrastructure Improvement Plan Exhibit B to Marana Resolution 2014-016 Town of Marana Utilities Department Table 9. Utilization of Proposed and Existina Facilities Marana WRF upgrades and expansion. Collection system au�mentation. 1.5 mgd 1.13 mgd 4,597 1.5 mgd 10. COST OF CAPITAL IMPROVEMENTS 1.13 mgd The projected capital improvement costs have four major components: 1. One-half of the Marana WRF annuity, 2. Expansion of the Marana WRF, 3. Improvements to the conveyance system, and 4. Reimbursements. 4,597 The Marana WRF was acquired from Pima County to help the Town meet its source water requirements. Existing customers have already paid for capacity in the plant, and future customers will pay for unused existing capacity. Although the headworks and secondary treatment were limited to about 0.3 8 mgd when the plant was purchased, there is unused capacity in several areas. The existing WRF has a permitted capacity of 3.5 mgd, a tertiary treatment capacity of 3.5 mgd, and has the land area required for the treatment of 3.5 mgd. Since the Marana WRF was acquired primarily for the source water resource, future water customers will pay for one-half the cost of the acquisition annuity, and future sewer customers will pay for one-half the acquisition annuity. Table 10 shows the plant acquisition annuity and the portion of the acquisition annuity devoted to new sewer customers over the next ten years. Table 10. Annuitv for acauisition of the Marana WRF. 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 - Total $1,807,725 $1,809,525 $1,809,925 $1,808,925 $1,810,550 $1,807,150 $1,812,350 $1,810,750 $14,476,900 $903,863 $904,763 $904,963 $904,463 $905,275 $903,575 $906,175 $905,375 $7,238,450 WestLand Resources, Inc. 7 Engineering and Environmental Consultants StUdy ��o����'sCS�'�T�I��� ��9\�bde"r�mp�ct���rC�'i�IReport�Report_021714.docx 2013 Sewer Impact Fee Infrastructure Improvement Plan Exhibit B to Marana Resolution 2014-016 Town of Marana Utilities Department Table 11 shows the projected improvements and costs for improvements to the Marana WRF and conveyance system. The initial Marana WRF improvements will bring the plant capacity up to 0.5 mgd from 0.3 8 mgd. The remaining improvements will bring the Marana WRF from 0.5 mgd to 1.5 mgd. Table 11. Costs for uaarades to the Marana WRF and the convevance svstem 2013 2015 2016 2016 2020 $1,000,000 Upgrade clarifier curtains, add one blower, upgrade diffusers, modify headworks and screening. These upgrades increase the secondary treatment capacity from 0.3 8 mgd to 0.5 mgd. $1,000,000 Design and permitting of expansion to 1.5 mgd from 0.5 mgd. $2,000,000 Conveyance system improvements. $9,000,000 Upgrade Marana WRF from 0.5 mgd to 1.5 mgd. $1,000,000 Install permanent solids handling facilities. From 2014 to 2023 there is an estimated annual reimbursement $3 0,3 00. The reimbursement is to pay developers for past conveyance system upsizing to support future growth. Table 12 shows the cost the capital improvements to construct wastewater facilities to support the 10-year growth projections. Table 12. Marana WRF Caaital Imarovement Costs 2013 $1,000,000 $1,000,000 2014 $30,300 $30,300 2015 $1,000,000 $30,300 $1,030,300 2016 $903,863 $9,000,000 $2,000,000 $30,300 $11,934,163 2017 $904,763 $30,300 $935,263 2018 $904,963 $30,300 $935,063 2019 $904,463 $30,300 $934,763 2020 $905,275 $1,000,000 $30,300 $1,935,575 2021 $903,575 $30,300 $933,875 2022 $906,175 $30,300 $936,475 2023 $905,375 $30,300 $935,675 Total $7,238,450 $12,000,000 $2,000,000 $303,000 $21,541,450 1. Reimbursements represent the estimated annual reimbursement to account for past conveyance system upsizing to support future growth. 2. Upgrade clarifier curtains, add one additional blower, upgrade diffusers, modify headworks, and upgrade screening. These upgrades increase the primary and secondary treatment capacity from 0.38 mgd to 0.5 mgd. 3. Design and permitting for the expansion of primary and secondary treatment from 0.5 mgd to 1.5 mgd. 4. Construction of upgrades to expand the primary and secondary treatment from 0.5 mgd to 1.5 mgd. 5. Install permanent solids handling facilities. 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