Five-Year Capital Improvement Program Fiscal Years 2016 to 2020 Flood Control District of Maricopa County, 2801 West Durango Street, Phoenix, Arizona 85009 (602) 506-1501 Table of Contents District Overview 1 Capital Improvement Program 1 District Financing 3 Use of this Document 5 FY 2016-20 Capital Improvement Program Budget Summary 7 FY 2016-20 Capital Improvement Program Map and Account Reference 8 FY 2016-20 Capital Improvement Program Budget Detail and Page Reference 9 FY 2016-20 Capital Improvement Program Projects, Details, Status and Maps 10 Completed Flood Control District Capital Projects Through Fiscal Year 2014 App A Pending Recommended Capital Projects App B Capital Improvement Program Reimbursement Revenues App C Completed Drainage Studies and Master Plan App D Loop 303 Outfall Channel Completed During Fiscal Year 2015 Buckeye FRS No.1 Rehabilitation – Phase I Completed During Fiscal Year 2015 Sonoqui Wash Channelization Phase IIIB To Be Completed During Fiscal Year 2016 District Overview 1.1 Establishment The State of Arizona formed the Flood Control District of Maricopa County (District) on August 3, 1959 in accordance with chapter 21 of title 48 of the Arizona Revised Statutes. The District is a political subdivision of the state, and has the powers, privileges and immunities generally given to incorporated cities and towns. The District is governed by a Board of Directors, and is funded primarily by a flood control tax levy assessed on real property within Maricopa County and by District cost-sharing agreements with project partners. 1.2 Structure The Maricopa County Board of Supervisors serves as the District's Board of Directors, with the advice of a Flood Control Advisory Board comprised of citizens appointed by the Board of Directors, as well as ex-officio representatives of the City of Phoenix and the Salt River Project. The District is comprised of five divisions, operating under the oversight of its Chief Engineer and General Manager: Administration; Operations & Maintenance; Engineering; Floodplain Management and Services; and Planning & Project Management, which oversees the District's capital projects. 1.3 Mission The District provides regional flood hazard identification, regulation, remediation and education to Maricopa County residents so they can reduce their risks of injury, death and property damage from flooding while still enjoying the natural and beneficial values served by floodplains. Capital Improvement Program 2.1 Capital Improvement Program Overview The District primarily accomplishes structural flood hazard mitigation through its five-year Capital Improvement Program – the revolving funding plan for accomplishing capital projects. Under this program, the District has participated in the construction of over 115 flood control structures. Guided by strategic goals and objectives, this plan drives design and construction of new infrastructure in concert with the District's planning activities, while it simultaneously addresses modification and replacement of existing infrastructure. Capital projects typically account for approximately 65% to 70% of the District’s annual expenditures. The District manages its Capital Improvement Program as mandated by state statutes under the direction established by the following Board of Directors policy resolutions:     FCD 2010R008, General Funding Policy FCD 93-03, Landscaping and Aesthetics Policy FCD 2006R003 & FCD 2006R003A, Floodprone Properties Assistance Program FCD 2009R003, FCD 2009R003A & FCD 2009R003B, Small Project Assistance Program 1 Prior to their inclusion in the Capital Improvement Program, most capital projects are evaluated under the Capital Improvement Program Prioritization Procedure (regional projects), Small Project Assistance Program (local projects) or Floodprone Property Assistance Program (floodprone property buyout). The District’s Board controls aggregate funding for each of these programs. 2.2 Prioritization Procedure and Primary Capital Improvement Program The District's Prioritization Procedure, initially implemented for the Fiscal Year 1995 budget cycle, serves as the primary annual mechanism for evaluating new proposed capital projects for possible funding. The Prioritization Procedure promotes a balanced approach to the evaluation of proposed projects. The District attempts to identify and support flood control and regional drainage projects that not only provide long-term protection to individuals and property from flash floods and seasonal flooding, but that also promote community development, protect natural habitats and maintain watercourse flow paths. The procedure favors projects that involve cost-sharing partnerships, allowing the District to best leverage limited financial resources. All newly proposed projects are evaluated according to predetermined and weighted criteria by a Project Evaluation Committee comprised of senior representatives of the District's Engineering, Operations & Maintenance, Planning & Project Management, Floodplain Management & Services and Real Estate divisions. The committee develops its recommendations using a system that allocates points to individual projects based on specific criteria. Project Evaluation Committee recommendations are forwarded sequentially to the Chief Engineer and General Manager, the FCAB Budget Subcommittee and the FCAB for approval. Evaluation criteria, last updated in February 2015, include:         Agency Funding Commitment and Priority Flood Control / Drainage Master Plan Element Flooding Threat Level of Protection Area Protected Ancillary Benefits Level of Partner(s) Participation Operations and Maintenance Costs to the District The District hosts periodic workshops to educate customer agencies on this procedure. In addition to its use in evaluating new proposed projects, the Prioritization Procedure also governs maintenance and safety-related modifications to existing structures operated and maintained by the District. These modification projects may be recommended by the Chief Engineer and General Manager independent of the committee-based evaluation process. The expenditure of funding toward a project recommended under the Prioritization Procedure will not occur until the District's Board of Directors has adopted a formal resolution authorizing the project to move forward. Following resolution adoption, for multilateral projects, District staff work with partnering municipalities to develop project IGAs that generally must be in place before project activity begins. 2 2.3 Small Project Assistance Program The Prioritization Procedure is intended to address projects that provide regional solutions to regional flood hazards. The District has recognized that, particularly in urban areas, localized flooding hazards exist where major structural solutions would be impractical. The Small Project Assistance Program provides a mechanism for the District to commit funding, on a limited basis, to advancing localized solutions in these situations. This program, initially authorized in May 2009 under Resolution FCD 2009R003, funded a first round of local drainage construction projects through Fiscal Year 2011. Resolution FCD 2009R003A extended the Program indefinitely. Resolution FCD 2009R003B authorized the program to be implemented in Unincorporated Maricopa County. The program terms restrict per-project District funding to $250,000 or 75% of project construction costs, whichever is less for municipalities. Submitting municipalities are solely responsible for project design, rights-of-way acquisition, utility relocations, construction management, and operations and maintenance, and are responsible for construction costs in excess of the District's contribution limit. For projects in Unincorporated Maricopa County, project funding is limited to $500,000. Projects submitted under this program are evaluated each October, under an entirely objective method, based mainly on the frequency and severity of property flooding mitigated by the proposed project, and based on project implementation readiness. Individual project resolutions are not required for projects recommended under this program. IGA terms for these projects are non-negotiable, and IGAs are required to be in place in advance of expenditure of reimbursable project costs. 2.4 Floodprone Property Assistance Program Similar to the Small Project Assistance Program, the Floodprone Property Assistance Program provides a tool to mitigate flood hazards where structural solutions are impractical. Homeowners living in residences within delineated floodplains are eligible to apply for assistance under this program – applications are due each spring. Assistance generally takes the form of voluntary buyout, with the District purchasing the property at appraised market value. The District demolishes structures on purchased properties. District Financing 3.1 Financial Philosophy Most large government and private sector organizations that plan and construct large projects over extended periods of time borrow funds to finance these large projects, and then pay for them over many years. The District operates on a "pay-as-you-go" basis: the District's entire Capital Budget is funded from current revenues, and no borrowing takes place to finance capital projects. The District carries no debt load, and County taxpayers do not pay for interest charges on District structures. Since much of the District's revenues are spent on the capital projects, taxpayers are investing in the future of the County, their property and their safety. 3 3.2 Flood Control Tax Levy Overview The majority of the District's revenue is derived from a flood control tax applied to secondary assessed real property valuations. The District's Board of Directors and the County's Board of Supervisors set the flood control tax rate and assessed property valuations, respectively. The flood control secondary assessed value, and as a result the District's revenue, is subject to economic influences. Maricopa County conducts annual market studies to determine individual property assessed values, and resulting tax levies generally lag these market studies by 18 to 30 months. So the market study conducted to determine property values in December 2011 will impact the District’s tax revenue in Fiscal Year 2014. This simplifies the District’s financial planning process, allowing accurate revenue projections for a two fiscal year period. To prevent large fluctuations in property owners' tax levies, the Board of Directors established a 2% levy growth limit in 2006. The overall levy generated from property taxed in a given fiscal year cannot increase by more than 2%. The flood control tax rate is set to enforce this policy and is then applied to all property - including new or previously untaxed property. Large increases in secondary assessed values result in correspondingly large decreases in the flood control tax rate. Between Fiscal Year 2007 and Fiscal Year 2008, for example, the flood control tax rate decreased from $0.2047 to $0.1533 per $100 assessed value. This offset a 36% increase in the flood control secondary assessed value of property taxed in Fiscal Year 2007 and, when combined with tax revenue from newly constructed property, resulted in an overall tax levy increase of 5% when compared to the originally projected Fiscal Year 2007 tax revenue. 3.3 Flood Control Tax Levy History and Trends Over the past 21 years, the flood control tax rate generally experienced a steady decline, while annual revenue slowly grew. However, this growth trend reversed beginning in Fiscal Year 2011, consistent with the recent decline in the real estate market and lagging value assessments. The District positioned itself to sustain operating capabilities during years of reduced tax revenues by developing a long-term revenue and expenditure forecasting model that identified the need to build fund balance reserves. The District executed recommendations of that plan, holding its capital budget fixed during periods of revenue growth and selling excess property. In parallel, the District has worked to maximize the efficiency of its operations and its project delivery. While many public works agencies have turned to alternative project delivery mechanisms that trade cost-cutting competition for shorter contract durations (e.g., DesignBuild and Construction-Manager at Risk), the District has taken advantage of the traditional bid-build competitive construction contracting on its non-Dam projects. In the recent economic environment, this has resulted in extraordinary cost savings, with District construction bids averaging 20% below engineers’ estimates. The District is now beginning to utilize the Construction-Manager at Risk contracting method to reduce both cost and time growth of projects as competitive low bid pricing is increasing with the improved economic environment. 4 District Tax Rates by Fiscal Year Fiscal Year 2016 2015 2014 2013 2012 2011 2010 2009 2008 2007 2006 2005 2004 2003 2002 2001 2000 Tax Rate 0.1592* 0.1392 0.1392 0.1780 0.1780 0.1489 0.1367 0.1367 0.1533 0.2047 0.2119 0.2119 0.2119 0.2119 0.2319 0.2534 0.2858 Tax Revenue $50,133,102* $43,660,332* $39,842,985 $54,584,578 $62,401,172 $67,074,351 $72,659,843 $72,672,487 $68,973,117 $64,957,962 $62,733,411 $55,544,623 $50,050,367 $44,302,534 $44,622,753 $43,874,335 $43,992,461 *FY 2015 value does not reflect projected uncollected taxes; FY 2016 values are estimated/anticipated but not yet approved by the District’s Board. 3.4 Project Cost Shares For most of the 1970s and 1980s, the District was heavily involved in cost-sharing partnerships with the federal and state governments, initiating and participating in flood control projects that were planned and funded in large part by higher levels of government. In the 1990s, the District replaced larger government agencies as the primary source of technical expertise and financial resources for flood control in Maricopa County. To continue to address a wealth of regional flood control problems with its limited resource pool, the District has increasingly leveraged the financing of local project partners. The District aims to fund one-half of a project's design and construction costs and obtain the remaining funding from benefitting municipalities and other public and private agencies. Where possible, the District additionally defers maintenance responsibilities to partner agencies. Use of this Document Project budget tables are presented for the District’s five-year Capital Improvement Program, Fiscal Years 2016 through 2020. Fiscal Year 2016 figures represent the District’s Capital Budget as adopted by the District’s Board of Directors. Figures for Fiscal Years 2016 through 2020 are forecasted projections and may experience significant change, particularly for projects in the early stages of development. 5 Tax revenue trends may have an additional, substantial impact on project sequencing. The five-year Capital Improvement Program is a function of District revenue projections. The fiveyear program reflected in this booklet assumes that District revenue will support a $68 million Capital Budget for Fiscal Year 2016, a $63 million budget for Fiscal Year 2017, a $49 million budget for Fiscal Year 2018 and a $34 million budget Fiscal Years 2019 and 2020. Additional revenues generated by excess land sales, intergovernmental agreements or unforeseen property value increases may allow for additional expenditures; revenue lags tied to declines in property values or a lack of contributing project partners may lead to a corresponding decrease in the District’s Capital Budget for a given fiscal year. Listed project totals are totals for this five-year period; they do not represent total historical or anticipated project costs. Included with each project description is the name and contact information for the responsible project manager. Project managers may also be contacted through the general District switchboard at 602-506-1501. This report is available at: www.fcd.maricopa.gov/Projects/PPM/cip.aspx, and project status updates are published at www.fcd.maricopa.gov/Projects/PPM/projStruct.aspx. 6 Fiscal Year 2016-2020 Capital Improvement Program Budget Summary Page 10 96 98 Bin FCIP F699 F700 Project Primary Capital Improvement Program and Reserve Small Projects Assistance Program Floodprone Properties Acquisition Capital Improvement Program Total FY16 65,000,000 3,000,000 0 68,000,000 FY17 60,700,000 2,000,000 300,000 63,000,000 FY18 46,700,000 2,000,000 300,000 49,000,000 FY19 31,700,000 2,000,000 300,000 34,000,000 FY20 35,000,000 2,000,000 300,000 34,000,000 5-Year 239,100,000 11,000,000 1,200,000 248,000,000 Fiscal Year 2016 Capital Budget Funding Distribution Summary Construction 91% Labor 3% Reserve 1% Design Land 5% <0% Dams 80% Small Projects 4% Channels & Basins 15% Reserve 1% 7 Fiscal Year 2016-2020 Capital Improvement Program Project Account Location Guide 8 Fiscal Year 2016-2020 Capital Improvement Program Primary Capital Improvement Program Page Map ID 10 017 12 022 14 028 16 109 18 117 20 120 22 121 24 121 26 121 28 126 30 201 32 201 34 202 36 204 38 205 40 207 42 211 44 211 46 265 48 310 50 330 52 331 54 350 56 361 58 370 60 420 62 420 64 450 66 470 68 470 70 470 72 470 74 480 76 480 78 565 80 565 82 565 84 620 86 625 88 625 90 640 92 670 94 698 NA NA PCN 017.06.30 022.01.32 028.XX.X1 109.02.30 117.09.32 120.XX.X1 121.03.32 121.03.33 121.XX.X1 126.01.31 201.01.31 201.02.31 202.02.31 204.01.30 205.01.30 207.01.31 211.03.31 211.05.30 265.01.30 310.01.30 330.01.30 331.01.30 350.01.30 361.01.30 370.01.30 420.04.31 420.05.31 450.07.31 470.13.31 470.14.31 470.15.32 470.16.30 480.04.32 480.04.34 565.04.32 565.04.33 565.04.35 620.03.34 625.01.30 625.02.32 640.XX.X1 670.01.30 698.10.30 FCPR Project ALERT2 System Upgrade Project Central Chandler Storm Drain Improvements Loma Vista Corridor Drainage Improvements Agua Fria River Levee Safety Improvements 27th Avenue & South Mountain Avenue Basin Berneil Channel Modifications Rittenhouse Basin Chandler Heights Basin East Maricopa Floodway Low Flow Channel Tres Rios White Tanks FRS No.4 Outlet White Tanks FRS No.4 Rehabilitation McMicken Dam Rehabilitation McMicken Dam Outfall Channel Guadalupe FRS Rehabilitation Buckeye FRS No.1 Rehabilitation Downtown Buckeye Regional Basin & Storm Drain Watson Drainage System Granite Reef Wash Drainage Improvements Powerline, Vineyard, Rittenhouse FRS Rehabilitation/Replacement Harquahala FRS Erosion Hazard Reduction Saddleback FRS Modifications Cave Buttes Dam Modifications I-17/Skunk Creek Land Rights Acquisition and Access Improvements New River Dam Outlet Improvements Oak Street Detention Basin and Storm Drain Ellsworth Road & McKellips Road Drainage System 115th Avenue/Union Hills Drive Drainage Improvements Bullard Wash (Phase II) Loop 303 Outfall Channel Northern Parkway Drainage Improvements Phase II Luke Air Force Base Flood Mitigation Improvements Sonoqui Wash Channelization (Chandler Heights to Crismon) Sonoqui Wash Channelization (Main Branch) Durango Regional Conveyance Channel (107th Ave. to Agua Fria) Durango Regional Conveyance Channel (75th Ave. to 107th Ave.) Van Buren Street Channel (99th Avenue to Agua Fria River) Bethany Home Road Storm Drain (79th Avenue to 59th Avenue) Downtown Phoenix Storm Drain Improvements Arcadia Drive and Camelback Road Storm Drain Improvements Circle K Park Detention Basin and Storm Drain Ashbrook Wash Improvements East Maricopa Floodway Maintenance Road Paving Flood Control Project Reserve Subtotal FY16 20,000 2,000 0 2,000 210,000 0 2,000 10,000 0 3,000 2,000 9,875,000 1,285,000 760,000 2,000 24,715,000 2,000 770,000 10,000 17,875,000 2,000 2,000 765,000 2,000 5,000 2,000 2,000 3,820,000 5,000 325,000 10,000 4,000 2,000 2,085,000 2,000 2,000 2,000 2,000 55,000 2,000 0 1,825,000 5,000 529,000 65,000,000 FY17 2,000 2,000 2,000 2,000 3,867,000 0 2,000 10,000 0 0 2,000 12,935,000 1,208,000 422,000 2,000 10,305,000 2,000 790,000 15,000 30,220,000 2,000 2,000 390,000 2,000 2,000 2,000 2,000 50,000 2,000 0 10,000 2,000 2,000 0 2,000 2,000 5,000 2,000 54,000 2,000 0 2,000 5,000 370,000 60,700,000 FY18 260,000 2,000 2,000 2,000 100,000 2,000 2,000 10,000 0 0 5,000 0 8,920,000 5,000 2,000 0 2,000 1,075,000 35,000 34,825,000 2,000 2,000 2,000 2,000 2,000 2,000 2,000 1,075,000 5,000 0 12,000 2,000 2,000 0 2,000 2,000 48,000 2,000 0 2,000 0 0 10,000 275,000 46,700,000 FY19 0 2,000 5,000 2,000 0 3,000 3,000 10,000 0 0 4,670,000 0 7,750,000 5,000 3,000 0 3,000 1,575,000 35,000 7,168,000 3,000 3,000 5,215,000 210,000 3,000 3,000 3,000 2,510,000 3,000 0 1,010,000 3,000 3,000 0 3,000 3,000 50,000 3,000 0 3,000 0 0 10,000 1,425,000 31,700,000 FY20 0 2,000 5,000 2,000 0 3,000 3,000 10,000 20,000 0 7,200,000 0 8,575,000 5,000 820,000 0 28,000 1,740,000 2,965,000 0 3,000 3,000 10,000 0 3,000 3,000 3,000 75,000 3,000 0 2,015,000 7,000 3,000 0 3,000 4,225,000 2,680,000 3,000 0 3,000 10,000 0 10,000 1,260,000 31,700,000 5-Year 282,000 10,000 14,000 10,000 4,177,000 8,000 12,000 50,000 20,000 3,000 11,879,000 22,810,000 27,738,000 1,197,000 829,000 35,020,000 37,000 5,950,000 3,060,000 90,088,000 12,000 12,000 6,382,000 216,000 15,000 12,000 12,000 7,530,000 18,000 325,000 3,057,000 18,000 12,000 2,085,000 12,000 4,234,000 2,785,000 12,000 109,000 12,000 10,000 1,827,000 40,000 3,859,000 235,800,000 FY20 2,000,000 300,000 2,300,000 5-Year 11,000,000 1,200,000 12,200,000 Small Projects Assistance Program & Floodprone Properties Acquisition Page 96 98 Account F699 F700 Program Small Projects Assistance Program Floodprone Properties Acquisition Subtotal FY16 3,000,000 0 3,000,000 9 FY17 2,000,000 300,000 2,300,000 FY18 2,000,000 300,000 2,300,000 FY19 2,000,000 300,000 2,300,000 ALERT2 System Upgrade PCN: 017.06.30 Patrick Schafer, P.E., Project Manager 602-506-2206 patrickschafer@mail.maricopa.gov Districts: Jurisdiction: Origin: Resolution: Agreement: 1,2,3,4 & 5 Maricopa County FY 2014 Prioritization Procedure FCD 2013R004 N/A The Flood Control District of Maricopa County operates a 24-hour rain, stream and weather gage network which provides "real-time" information to the County and many other agencies about rainfall, floods and weather conditions in Maricopa County. This network operates in the National Weather Service ALERT (Automated Local Evaluation in Real Time) format and is commonly referred to as an ALERT system. The ALERT system uses "automatic" telemetry gages for data collection. Data is also used to reconstruct storm events in order to show the origin of flooding problems and to provide data for use in floodplain studies, computer modeling of watersheds and design of future flood control structures. ALERT2 is the new standard protocol designed to replace the existing ALERT. ALERT2 provides a graceful transition of real-time data collection systems from providing slow, lean, error-prone environmental data to receiving fast, information-rich, error-free knowledge about events in the real world. It differs from ALERT in that it is much faster, carries more information, and operates virtually error free. Using a channel sharing technique called TDMA, where each transmitter has its own brief time slot in which to transmit, the message contention and data loss problems of ALERT can be minimized. It has a large enough ID space to eliminate the ID assignment problems common in some areas of the country. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 10 Budget $20,000 $2,000 $260,000 $0 $0 $282,000 11 PCN: 022.01.32 Central Chandler Storm Drain Improvements Mike Duncan, P.E., Project Manager 602-506-4732 mwd@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 1 Chandler FY 2009 Prioritization Procedure FCD 2008R004 Pending The City of Chandler’s downtown area was developed in the 1940s to 1960s, prior to the adoption of city on-site retention policies, and has been subject to historic flooding problems. The area is largely flat and primarily drains through the city’s Arizona Avenue and Alma School storm drain systems; however, the drainage system also makes use of the Salt River Project “Chandler Drain” irrigation tailwater system. Recommended by the city’s Storm Water Master Plan Update, the Central Chandler Storm Drain Improvements Project removes all local drainage connections to the Chandler Drain, reducing the chances of pollutants from this irrigation system being introduced into the city’s storm drain system, establishes a distinct city storm drain system and provides a 10-year level of protection to the two-square-mile affected area. The District anticipates entering a cost-share agreement for design and construction of the project with the City; however, implementation of the project is dependent upon availability of funding. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 12 Budget $2,000 $2,000 $2,000 $2,000 $2,000 $10,000 13 PCN: 028.XX.X1 Loma Vista Corridor Drainage Improvements Burke Lokey, P.E., Project Manager 602-506-0867 BurkeLokey@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreements: 1 Tempe FY 2015 Prioritization Procedure Pending Pending This project was identified in the Broadway/Rural Drainage Master Plan that was completed in 2013. The Loma Vista Corridor is bound on the west by McClintock Drive, on the north by Loma Vista Drive, on the east by Los Fieliz Drive and on the south by the McClintock High School campus. Twenty one (21) homes are identified to be inundated in a 100-year rain event. Historic flooding has occurred in the Loma Vista neighborhood. The project area is primarily single family residential and is characterized by minimal relief with slopes of less than 0.1%. The project will provide protection to the 100-year rain event by constructing storm drains in Loma Vista, Alameda and Los Feliz Drives with an outfall into an expanded detention basin at the NW corner of McClintock High School. However, lately the project team is reviewing water conservation and low impact development alternatives such as on-site retention with water reuse storage at the school site, or use of rain gardens, cisterns, and infiltration trenches throughout the neighborhood. Advancement of the project to final design and construction is largely dependent upon the availability of funding and the successful negotiation of an intergovernmental agreement between the District and City of Tempe. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 14 Budget $0 $2,000 $2,000 $5,000 $5,000 $14,000 15 PCN: 109.02.30 Agua Fria River Levee Safety Improvements Greg Jones, P.E., Project Manager 602-506-5537 glj@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 5 Avondale FY 2005 Prioritization Procedure FCD 2008R009 FCD 2008A010 Channelization of the Agua Fria River, completed by the District and the U.S. Army Corps of Engineers in the 1980s, included construction of soil cement levees. The District entered IGA 2001A009 with the City of Avondale, granting the city a non-exclusive easement over certain District fee-held land, including channelized portions of the Agua Fria River, to facilitate construction of a city trail system. Maintenance of the Agua Fria River levees poses a hazard to District personnel, as the levees were originally constructed without pipe rail fall protection, and a trail atop the levees would pose a similar hazard to the public. IGA FCD 2008A009 establishes a cost share between the city and the District for installation of pipe rail along levees between Buckeye Road and McDowell Road. The District's cost share is capped at $440,000, including a per-foot ceiling. The city, under the IGA, will act as lead agency for installation of the pipe rail, and will assume operation and maintenance responsibility over the installed railing. The project’s construction schedule is primarily dependent upon funding availability. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 16 Budget $2,000 $2,000 $2,000 $2,000 $2,000 $10,000 17 27th Avenue & South Mountain Avenue Detention Basin PCN: 117.09.32 Mike Duncan, P.E., Project Manager 602-506-4732 mwd@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 5 Phoenix FY 2006 Prioritization Procedure FCD 93-18 FCD 2011A002 and FCD 2011A002A The District’s South Phoenix Drainage Improvement Project Feasibility Study evaluated the watershed generally bounded by 43rd Avenue to the west, Central Avenue to the east, South Mountain Avenue to the south and the Salt River to the north. The study identified and compared alternative solutions to mitigate flooding hazards in the watershed and selected a recommended plan. Plan elements included several detention basins and a storm drain system to provide an outfall to the Salt River. The plan’s recommended basin located at 27th Avenue and South Mountain Avenue will discharge into the previously-constructed storm drain system and, combined with collective plan features, will address 100-year storm water flows in the area. Project design is complete. Construction is scheduled to begin during FY 2016 with the City of Phoenix as the project lead. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 18 Budget $210,000 $3,867,000 $100,000 $0 $0 $4,177,000 19 Berneil Channel Modifications PCN: 120.XX.X1 Don Rerick, P.E., Project Manager 602-506-4878 djr@mail.maricopa.gov Districts: Jurisdiction: Origin: Resolution: Agreement: 2, 3 Paradise Valley FY 2010 Prioritization Procedure Pending Pending The Berneil Channel is operated and maintained by the Town of Paradise Valley and generally conveys storm water between Scottsdale Road at Mountain View Road southwest to the Indian Bend Wash at approximately the 66th Street alignment. The channel is undersized for the 100year event; in sections, it is unable to contain events of a 2-year return frequency. The town submitted a project for modification of the Berneil Channel to the District’s prioritization procedure, and the project was recommended. Ideally, a modification project would increase channel capacity to convey the 100-year event, but funding constraints may limit capacity improvements to address 10-year events. The Town of Paradise Valley has completed a preliminary project study. Advancement of the project to final design and construction is dependent upon the availability of funding and the successful negotiation of an Intergovernmental Agreement between District and the town. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 20 Budget $0 $0 $2,000 $3,000 $3,000 $8,000 21 Rittenhouse Basin PCN: 121.03.32 Don Rerick, P.E., Project Manager 602-506-4878 djr@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 1 Gilbert FY 2001 Prioritization Procedure FCD 2001R006 FCD 2004A007 The U.S. Soil Conservation Service (now Natural Resources Conservation Service) completed the East Maricopa Floodway (EMF) in 1989 in partnership with the District and others. This 27-mile long earthen channel runs parallel to the Roosevelt Water Conservation District canal from north of Brown Road to Hunt Highway, and continues in a southwesterly direction through the Gila River Indian Community to an outlet at the Gila River. The EMF is a principal flood control feature for the east valley, intercepting floodwater flow impacting the Buckhorn-Mesa, Apache Junction-Gilbert and Williams-Chandler watersheds. The EMF is operated and maintained by the District, with the exception of segments that run through privately owned golf courses. The District initiated a study to examine EMF capacity following development of the adjacent area and identified drainage and flooding issues associated with the 15,000 cubic-feet-persecond (cfs) 100-year flow exceeding the EMF's 8,500 cfs capacity. The study proposed two large off-line detention basins – the Rittenhouse and Chandler Heights basins – to mitigate EMF flows. In April 2009, the Town of Gilbert purchased a recreational use easement on the 160-acre basin site, generating approximately $11 million in District revenue and partially offsetting the project's cost. Excavation of the Rittenhouse Basin is complete. The town has assumed operation and maintenance obligations and will largely fund recreational amenities in the future. The District will contribute funding equal to its foregone aesthetic enhancement costs. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 22 Budget $2,000 $2,000 $2,000 $3,000 $3,000 $12,000 23 Chandler Heights Basin PCN: 121.03.33 Don Rerick, P.E., Project Manager 602-506-4878 djr@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 1 Gilbert FY 2001 Prioritization Procedure FCD 2001R006 FCD 2004A007 The U.S. Soil Conservation Service (now Natural Resources Conservation Service) completed the East Maricopa Floodway (EMF) in 1989 in partnership with the District and others. This 27-mile long earthen channel runs parallel to the Roosevelt Water Conservation District canal from north of Brown Road to Hunt Highway, and continues in a southwesterly direction through the Gila River Indian Community to an outlet at the Gila River. The EMF is a principal flood control feature for the east valley, intercepting floodwater flow impacting the Buckhorn-Mesa, Apache Junction-Gilbert and Williams-Chandler watersheds. The EMF is operated and maintained by the District, with the exception of segments that run through privately owned golf courses. The District initiated a study to examine EMF capacity following development of the adjacent area and identified drainage and flooding issues associated with the 15,000 cubic-feet-persecond (cfs) 100-year flow exceeding the EMF's 8,500 cfs capacity. The study proposed two large off-line detention basins – the Rittenhouse and Chandler Heights basins – to mitigate EMF flows. The Chandler Heights Basin will reduce flows from the Queen Creek and Sonoqui washes into the EMF. Construction is being accomplished in five phases. Design and the first two phases of construction have been completed. Future phases of construction will involve excavation of an additional 3 million cubic yards of material. These future phases are on hold pending demand for excavated materials and the timing of Ocotillo Road bridge construction. Although basin construction is being accomplished by the District alone, it is anticipated that the Town of Gilbert will purchase an easement on the completed basin site, fund recreational amenities, and assume certain operation and maintenance obligations in the future. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 24 Budget $10,000 $10,000 $10,000 10,000 $10,000 $50,000 25 PCN: 121.XX.X1 East Maricopa Floodway Low Flow Channel Mike Duncan, P.E., Project Manager 602-506-4732 mwd@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 1, 2 Gilbert, Mesa FY 2011 Prioritization Procedure Pending None The U.S. Soil Conservation Service (now Natural Resources Conservation Service) completed the East Maricopa Floodway (EMF) in 1989 in partnership with the District and others. This 27-mile long earthen channel runs parallel to the Roosevelt Water Conservation District canal from north of Brown Road to Hunt Highway, and continues in a southwesterly direction through the Gila River Indian Community to an outlet at the Gila River. The EMF is a principal flood control feature for the east valley, intercepting floodwater flow impacting the Buckhorn-Mesa, Apache Junction-Gilbert and Williams-Chandler watersheds. The EMF is operated and maintained by the District, with the exception of segments that run through privately owned golf courses. Due to the topography of the area, the EMF has a particularly shallow slope. Combined with the EMF’s earthen bottom, this causes nuisance ponding along much of the structure. In addition to causing mosquito control issues, this creates maintenance difficulties, as maintenance equipment is unable to function in the saturated channel bottom. The District is attempting to address these issues through comparatively minor maintenance modifications; however, should the issues remain, the District would construct a concrete low flow channel along much of the length of the EMF. Project schedule is dependent upon District funding availability, with construction scheduled outside the five-year Capital Improvement Program. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 26 Budget $0 $0 $0 $0 $20,000 $20,000 27 Tres Rios PCN: 126.01.31 Don Rerick, P.E., Project Manager 602-506-4878 djr@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 5 Phoenix, Avondale, Unincorporated Maricopa County U.S. Army Corps of Engineers Feasibility Study FCD 2004R005 FCD 2004A017 The Tres Rios Project is a federal project under the auspices of the U.S. Army Corps of Engineers and sponsored locally by the City of Phoenix. The project is located along the Salt and Gila rivers, from about 83rd Avenue to the Agua Fria River, and consists of the restoration of habitat within and along the river. It involves construction of wetlands; open water marshes and riparian corridors; and a flood control levee along the north bank of the river from approximately 105th Avenue to El Mirage Road to remove property and homes along the river from the floodplain. The District's participation, in accordance with the project resolution and IGA, includes design review and coordination, $2 million in levee construction funding, operation and maintenance of the levee and contribution of District-owned land required for the project. The levee design and construction were segmented in two phases – from 105th to 115th Avenues, and from 115th Avenue to El Mirage Road. Construction is complete. A Letter of Map Revision revising the flood boundary and floodway has been prepared by the District and has been submitted to FEMA. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 28 Budget $3,000 $0 $0 $0 $0 $3,000 29 White Tanks FRS No.4 Outlet PCN: 201.01.31 Mike Duncan, P.E., Project Manager 602-506-4732 mwd@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 4 Buckeye, Unincorporated Maricopa County FY 2007 Prioritization Procedure FCD 2010R003 None The District's Buckeye Area Drainage Master Plan (ADMP) examined alternatives to convey flows from White Tanks FRS No.4's impoundment area to the Gila River. The ADMP recommended a channel designed to intercept and convey the 100-year flood flow along its length, while simultaneously serving as an outlet to the dam. Due to a lack of project partner funding for this concept, the District initiated a study to explore lower-cost alternatives focused on satisfying the District’s dam safety requirements. The selected outcome involved an outlet pipe from the dam to the Loop 303 Outfall Channel that ultimately discharges to the Gila River. Design of the outlet drain is complete. Construction is scheduled to begin during FY 2019. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 30 Budget $2,000 $2,000 $5,000 $4,670,000 $7,200,000 $11,879,000 31 White Tanks FRS No.4 Rehabilitation PCN: 201.02.31 Dave Degerness, P.E., Project Manager 602-506-4730 djd@mail.maricopa.gov District: Jurisdictions: Origin: Resolution: Agreements: 4 Buckeye & Unincorporated Maricopa County FY 2006 Prioritization Procedure FCD 2008R0005 FCD 2010A005, 2010A005A White Tanks Flood Retarding Structure (FRS) No.4 was constructed in 1954 by the Natural Resources Conservation Service (NRCS) (then Soil Conservation Service). By agreement, the District operates and maintains the structure. The District completed Phase I Assessments for White Tanks FRS No.4, and the Arizona Department of Water Resources (state agency with regulatory authority) classified the dam as having safety deficiencies; corrective action is required to bring the dam into compliance with dam safety standards and requirements. Deficiencies include transverse cracking of the embankment, inadequate left and right spillways and unprotected corrugated metal pipe outlets. NRCS identified these same deficiencies as requiring corrective action. The District submitted an application to NRCS for federal funding assistance under Public Law 106-472 (Small Watershed Rehabilitation Amendments) in May 2004, and the District and NRCS have entered into an intergovernmental agreement for project implementation. Construction is being completed in two phases, the first of which is complete. Phase two will extend the dam embankment to the north across Roosevelt Avenue to close off the left emergency spillway from operation. The right emergency spillway will be widened to accommodate the loss of the left emergency spillway and the flood pool will be graded to fill in the ADOT borrow pit and allow for positive drainage of the impoundment area. Phase two is currently in final design and is utilizing a Construction Manager at Risk contract. Construction is scheduled to begin during FY 2016. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 32 Budget $9,875,000 $12,935,000 $0 $0 $0 $22,810,000 33 McMicken Dam Rehabilitation Project PCN: 202.02.31 Patrick Schafer, P.E., Project Manager 602-506-2206 patrickschafer@mail.maricopa.gov District: Jurisdictions: Origin: Resolution: Agreement: 4 Surprise & Unincorporated Maricopa County FY 2012 Prioritization Procedure 2010R009 Pending The McMicken Dam Project was constructed by the U.S Army Corps of Engineers in 1954 and 1955 to protect Luke Air Force Base, the Litchfield Park Naval Air Facility and agricultural activities in the area from flooding; it also provides flood protection for critical public facilities and infrastructure including hospitals, schools, police and fire stations, freeways and other public roadways, railroads and the Beardsley Canal. The McMicken Dam Project includes McMicken Dam itself (approximately nine miles in length), the McMicken Dam Outlet Channel (approximately six miles in length) and the McMicken Dam Outlet Wash (approximately four miles in length) that discharges to the Agua Fria River. The ability of the McMicken Dam Project to maintain the current level of flood protection for the benefit of the public in an increasingly urbanized environment is in question due to its age, land subsidence, earth fissuring, urbanization encroachment and current dam safety standards. These safety issues have led the District to determine that an overall rehabilitation or replacement of the dam is required. Alternatives may include a modified dam, floodways or basins which will provide a minimum of 100-year flood protection. The District has pursued, and continues to pursue, federal funding assistance for this project; however, a lack of federal funding availability may require unilateral implementation. Final design is in progress, and construction will be accomplished in multiple phases. Construction will include relocating the emergency spillway, improving the outlet channel and rehab of the dam embankment. Ongoing efforts are taking place to include the coordination of stakeholders for the incorporation of a recreational component to the rehabilitation project. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 34 Budget $1,285,000 $1,208,000 $8,920,000 $7,750,000 $8,575,000 $27,738,000 35 McMicken Dam Outfall Channel PCN: 204.01.30 Bobbie Ohler, P.E., Project Manager 602-506-2943 bao@mail.maricopa.gov District: Jurisdictions: Origin: Resolution: Agreement: 4 Surprise & Unincorporated Maricopa County FY 2012 Prioritization Procedure 2010R009 Pending The McMicken Dam Project was constructed by the U.S Army Corps of Engineers in 1954 and 1955 to protect Luke Air Force Base, the Litchfield Park Naval Air Facility and agricultural activities in the area from flooding; it also provides flood protection for critical public facilities and infrastructure including hospitals, schools, police and fire stations, freeways and other public roadways, railroads and the Beardsley Canal. The McMicken Dam Project includes McMicken Dam itself (approximately nine miles in length), the McMicken Dam Outlet Channel (approximately six miles in length) and the McMicken Dam Outlet Wash (approximately four miles in length) that discharges to the Agua Fria River. Alternatives were evaluated for rehabilitation of the outlet channel and the recommended alternative is an incised channel. 30% design is in progress. District is also pursuing auctioning/selling excess dirt for ADOT roads, MCDOT fill, development, etc. Currently, there is interest from the construction and development community to utilize this excess material for nearby projects. Minor improvements to the McMicken Dam Wash (El Mirage Drain) will also be made. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 36 Budget $760,000 $422,000 $5,000 $5,000 $5,000 $1,197,000 37 Guadalupe FRS Rehabilitation PCN: 205.01.30 Dave Degerness, P.E., Project Manager 602-506-4730 djd@mail.maricopa.gov District: Jurisdictions: Origin: Resolution: Agreement: 1&5 Phoenix, Tempe FY 2016 Prioritization Procedure 2014R001 Pending Guadalupe Flood Retarding Structure (FRS) is an earthen structure consisting of three dams, North Dam No. 1, North Dam No. 2 and East Dam. The FRS detains floodwater at the mouth of Pima Wash and releases it to the Western Canal via an underground pipe. The reservoir pool is grass-lined and used for part of the golf course for the Arizona Grand Resort. The structure is 2,910 feet in length and has a height of 35 feet, with a storage capacity of 252 acre-feet. The U.S. Soil Conservation Service, now the Natural Resources Conservation Service (NRCS), was the federal sponsor. The District and the U.S. Soil Conservation Service were cost share partners on this project. The Arizona Grand Resort is responsible for the maintenance of the emergency spillway, erosion control on the embankments and landscaping. The District is responsible for the structural and functional integrity of the structure. The District has identified deficiencies with Guadalupe FRS that require corrective action. Rehabilitation work will include replacing the intake structure with an updated design standard intake structure, installing a filter diaphragm around the principal spillway and slip lining the existing principal spill way both through and downstream of the dam. Design is scheduled to start during FY 2020. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 38 Budget $2,000 $2,000 $2,000 $3,000 $820,000 $829,000 39 Buckeye FRS No.1 Rehabilitation PCN: 207.01.31 Greg Jones, P.E., Project Manager 602-506-5537 glj@mail.maricopa.gov District: Jurisdictions: Origin: Resolution: Agreement: 4 Buckeye & Unincorporated Maricopa County FY 2006 Prioritization Procedure FCD 2009R007 Pending Buckeye FRS No.1 is the westernmost of a series of three flood control dams designed and built by the Soil Conservation Service (now the Natural Resources Conservation Service, or NRCS). The dam, built in 1974, is located along the southern slopes of the White Tank Mountains and parallels the north side of Interstate 10 for 7.1 miles between SR-85 and the Hassayampa River. The dam is operated and maintained by the District and is regulated by the Arizona Department of Water Resources (ADWR). Since its construction, the dam has experienced considerable embankment cracking. ADWR has identified the embankment cracking in Buckeye FRS No.1 as a dam safety deficiency requiring corrective action. The District has requested NRCS federal cost share assistance under Public Law 106-472 for a rehabilitation project to address dam safety concerns and to maintain flood control benefits to downstream properties for the next 100 years. NRCS funding has been authorized; however, allocation of funding is awaiting budget availability. The District completed a planning-level assessment of potential alternatives, including a modified dam, a channel/levee system and combinations of both providing a minimum of 100-year flood protection. The selected alternative consists of dam rehabilitation. Final design is complete, and construction is being accomplished in multiple phases. Phase one, which is complete, utilized a Construction Manager at Risk contracting method rehabilitated the dam west of Johnson Road by constructing a new central filter within the embankment. Phase two, which is scheduled to start in FY16, will construct a new central filter east of Johnson Road along with improving the principal spillway and emergency spillway. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 40 Budget $24,715,000 $10,305,000 $0 $0 $0 $35,020,000 41 Downtown Buckeye Regional Basin and Storm Drain PCN: 211.03.31 Mike Duncan, P.E., Project Manager 602-506-4732 mwd@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 4 Buckeye FY 2006 Prioritization Procedure FCD 2006R007 FCD 2006A014 The City of Buckeye historically experienced flooding conditions downtown in the vicinity of Monroe Avenue (MC 85). The District completed a study that identified potential structural solutions: a 10-year storm drain system and outfall and 100-year retention basins. This project will relieve historic downtown Buckeye of frequent flooding by implementing storm drains, channels, a retention basin, and an outlet. The project will mitigate flood damages to residential, commercial, governmental and industrial properties, while increasing traffic safety. The project's IGA commits the District to provide 50 percent reimbursement to the city (the project's lead agency). Final design by the city is complete. Construction schedule is primarily dependent upon the availability of funding of both the city and District. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 42 Budget $2,000 $2,000 $2,000 $3,000 $28,000 $37,000 43 Watson Drainage System PCN: 211.05.30 Gary Wesch, P.E., Project Manager 602-506-4592 garywesch@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 4 Buckeye FY 2012 Prioritization Procedure FCD 2011R006 FCD 2011A011 The District completed the Buckeye Area Drainage Master Plan (ADMP) in June 2009. The City of Buckeye submitted the full ADMP-recommended plan to the District’s Fiscal Year 2012 prioritization procedure, and the plan was recommended. The ADMP recommended construction of five north-south regional drainage channels and basins to capture regional storm water flow and convey it to the Gila River: the White Tanks System, the Watson System, the Rooks System, the Oglesby System, and the Palo Verde System. The Watson System will be the first to be implemented. It includes several branches of channels, culverts and detention basins spanning more than 10 miles, draining from the Roosevelt Irrigation District canal on the north to the Gila River on the south. The project will provide a backbone drainage conveyance system with an outfall to the Gila River for future development in the eastern portion of Buckeye. The project will be implemented in phases. The District will be responsible for final design and construction of the downstream portion that provides the outfall from the north side of the Union Pacific Railroad to the Gila River. Buckeye will implement the upstream portions through future development and capital projects. A pre-design effort has been completed. Final design of the outfall component is scheduled to begin during FY 2016. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 44 Budget $770,000 $790,000 $1,075,000 $1,575,000 $1,740,000 $5,950,000 45 + PCN: 265.01.30 Granite Reef Wash Drainage Improvements Mike Duncan, P.E., Project Manager 602-506-4732 mwd@mail.maricopa.gov District: Jurisdictions: Origin: Resolution: Agreement: 2 Scottsdale, Salt River Pima-Maricopa Indian Community FY 2009 Prioritization Procedure FCD 2010R002 FCD 2014A015 The City of Scottsdale has historically experienced flooding in developed areas along Granite Reef Wash. The Granite Reef Watershed is located in the southeast part of the City of Scottsdale. The south part of the watershed includes a 100-year FEMA floodplain for Granite Reef Wash. Approximately 700 homes are within this floodplain. The current concepts for the related drainage improvement project include: the addition of inlets and lateral pipes to existing storm drain pipes that convey stormwater westward into Indian Bend Wash, two detention basins to attenuate stormwater flows, and various improvements to provide a stormwater outfall to the Salt River. The project improvements are expected to greatly reduce the floodplain. The City of Scottsdale is the lead agency for the project and is partnering with the Flood Control District of Maricopa County. The City is also coordinating and partnering with the Salt River Pima Maricopa Indian Community (SRPMIC) for the outfall segment of the project that lies within the SRPMIC. The 2014 study developed drainage improvement concepts that include: storm drain inlets and laterals to be added to existing storm drains that convey flows to the west to Indian Bend Wash, two detention basins, new storm drains, and channels. Phase 1 final design is in-progress. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 46 Budget $10,000 $15,000 $35,000 $35,000 $2,965,000 $3,060,000 47 Powerline / Vineyard / Rittenhouse FRS Rehabilitation and Replacement PCN: 310.01.30 Felicia Terry, P.E., Project Manager 602-506-8111 fet@mail.maricopa.gov District: Jurisdictions: Origin: Resolution: Agreements: 1 Mesa, Gilbert, Queen Creek FY 2011 Prioritization Procedure FCD 2008R019 FCD 2013A005, FCD 2013A006, FCD 2014A008, FCD 2014A009 and FCD 2014A011 The Powerline, Vineyard Road and Rittenhouse (PVR) Flood Retarding Structures (FRSs) are located in northwest Pinal County, south of Apache Junction and parallel to the Central Arizona Project (CAP) canal between Baseline Road and Ocotillo Road. Per agreements with the Soil Conservation Service (now Natural Resources Conservation Service, or NRCS), the District operates and maintains the structures. The three FRSs mitigate flooding hazards impacting approximately 169 square miles of residential, commercial and agricultural land in Maricopa and Pinal counties, and protect structures such as the CAP canal, Phoenix-Mesa Gateway Airport and the Loop 202 San Tan Freeway. The Arizona Department of Water Resources recently reclassified the PVR FRSs as high hazard potential, medium size structures. The District prepared a Final Failure Mode Analysis Report, Structures Assessment Program Phase I (FFMA), in July 2002, that identified defects in the structures due to the age of the structures, proximity to fissures, subsidence of the area and cracking caused by drying shrinkage. The Supplemental Watershed Plan and Environmental Assessment for all three structures is complete. The selected alternative involves rehabilitating Vineyard Road FRS, converting Rittenhouse FRS to a levee and replacing the Powerline FRS with a system of channels. Final design is in progress. The District has secured funding assistance from the NRCS in which the agency will cost share in 65% of the eligible construction costs. The first construction phase is scheduled to begin during the fall of 2015. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 48 Budget $17,875,000 $30,220,000 $34,825,000 $7,168,000 $0 $90,088,000 49 Harquahala FRS Erosion Mitigation PCN: 330.01.30 Stephen Brown, P.E., Project Manager 602-506-5426 StephenBrown@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 5 Unincorporated Maricopa County FY 2012 Prioritization Procedure FCD 2010R006 None Harquahala FRS is a compacted earth-fill dam which detains floodwater from the southwest side of the Big Horn Mountains, the Harquahala Plain and Saddle Mountain. The water is conveyed to the Harquahala Floodway and the Saddleback FRS and Diversion Channel and outfalls south to a tributary of Centennial Wash. The structure is 11.5 miles in length. Harquahala FRS has exposed earthen slopes that will be subject to long-term erosion. This project provides comprehensive rock mulch and hydroseed treatment for the slopes that will reduce this hazard and increase the operational life of the dam. Project schedule is dependent on District funding availability, with construction funding projected outside the five-year Capital Improvement Program. Design will be completed internally by District staff. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 50 Budget $2,000 $2,000 $2,000 $3,000 $3,000 $12,000 51 Saddleback FRS Modifications PCN: 331.01.30 Stephen Brown, P.E., Project Manager 602-506-5426 StephenBrown@mail.maricopa.gov Districts: Jurisdiction: Origin: Resolution: Agreement: 4&5 Unincorporated Maricopa County FY 2011 Prioritization Procedure FCD 2009R008 Pending The Saddleback Flood Retarding Structure (FRS), located just south of Interstate 10, is a compact earth-fill dam which receives floodwaters discharged from the Harquahala FRS and runoff water from a more than 22-square mile drainage area. The floodwater is conveyed to the Saddleback Diversion Channel via the principal spillway and outfalls south at the tributary of Centennial Wash. The structure is 5.1 miles in length and has a height of 21 feet, with a storage capacity of 3,620-acre feet. The U.S. Soil Conservation Service, now the Natural Resources Conservation Service (NRCS), was the federal sponsor for construction. The District and the U.S. Soil Conservation Service were cost share partners on the initial construction of this structure. Saddleback FRS has experienced the formation of numerous erosion holes and longitudinal cracking along the dam crest beginning approximately 2 years after construction was completed in 1982. Investigations, repairs and inspection and monitoring of the structure have been ongoing, however the cause(s) of the cracking have not been determined. The District has identified a need to repair Saddleback FRS to mitigate cracking in the upper portion of the embankment above the central filter. The project is currently in pre-design to develop conceptual plans for modification of the existing central filter. The District is pursuing NRCS funding assistance. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 52 Budget $5,000 $2,000 $2,000 $3,000 $3,000 $15,000 53 Cave Buttes Dam Modifications PCN: 350.01.30 Greg Jones, P.E., Project Manager 602-506-5537 glj@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 3 Phoenix FY 2011 Prioritization Procedure FCD 2009R009 FCD 2012A018 Cave Buttes Dam was constructed in 1980 under a District partnership with the U.S. Army Corps of Engineers, functionally replacing the Corps’ 1923-era Cave Creek Dam. Cave Buttes Dam is operated and maintained by the District. A substantial flood event in 1993 resulted in a significant impoundment of water behind the dam, and seepage occurred along the dam's left abutment. To prevent deterioration of embankment material from recurring seepage, the District pursued an analysis and investigation of the issue. This investigation has indicated that permanent remedial action is required. Final design is in progress. Remediation will include the construction of an additional outlet with a drainage channel and a seepage collection system at the downstream toe and abutment contacts of the main dam and dikes 1 and 2. Construction will be phased into two components and will utilize a Construction Manager at Risk contracting method. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 54 Budget $765,000 $390,000 $2,000 $5,215,000 $10,000 $6,382,000 55 I-17/Skunk Creek Land Rights Acquisition and Access Improvements PCN: 361.01.30 Patrick Schafer, P.E., Project Manager 602-506-2206 patrickschafer@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 3 Phoenix FY 2011 Prioritization Procedure FCD 2013R002 N/A District’s Operations and Maintenance (O&M) Division performs routine inspection, maintenance and repairs activities for flood control structures throughout the County yearly or as storm events require. District staff has identified the need to improve access for routine inspections, repairs & maintenance activities of Skunk Creek in the vicinity of Interstate 17. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 56 Budget $2,000 $2,000 $2,000 $210,000 $0 $216,000 57 New River Dam Outlet Improvements PCN: 370.01.30 Patrick Schafer, P.E., Project Manager 602-506-2206 patrickschafer@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 4 Peoria FY 2012 Prioritization Procedure FCD 2011R004 None The District and the U.S. Army Corps of Engineers constructed the New River Dam and associated works in 1985 as part of the New River and Phoenix City Streams Flood Control Project, providing enhanced flood protection for downstream Maricopa County residents, and the District operates and maintains the dam. Erosion related to the dam’s outlet channel will potentially impact District maintenance access, and has caused outlet flow restrictions and resultant stagnant impoundments contrary to design specifications. District engineering efforts have identified that these conditions require corrective action, including improvements to the dam’s outlet channel. Design is complete. Construction is scheduled to begin late in the 5-year program. Until then, the District will continue regular monitoring of the current condition. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 58 Budget $5,000 $2,000 $2,000 $3,000 $3,000 $15,000 59 Oak Street Detention Basin and Storm Drain PCN: 420.04.31 Afshin Ahouraiyan, P.E., Project Manager 602-506-4519 afa@mail.maricopa.gov District: Jurisdictions: Origin: Resolution: Agreement: 2 Mesa, Unincorporated Maricopa County FY 2008 Prioritization Procedure FCD 2002R008 FCD 2009A008 The Spook Hill Area Drainage Master Plan (ADMP), completed in 2002, identified regional flood control infrastructure necessary for a 35-square-mile area located in northeast Mesa. The ADMP watershed extends from the Usery Mountains on the north and the Apache Trail on the east, to the Buckhorn-Mesa structures on the west and south. The Oak Street Detention Basin and Storm Drain project is the third scheduled project in support of this ADMP and involves construction of a basin at Oak Street and Hawes Road, and storm drains east along Oak Street and north along Hawes Road. The project will provide protection in conjunction with drainage infrastructure constructed by the Hermosa Vista/Hawes Road and McDowell Road projects. Fin Final design is complete. Construction schedule is dependent upon funding availability. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 60 Budget $2,000 $2,000 $2,000 $3,000 $3,000 $12,000 61 Ellsworth Road and McKellips Road Drainage System PCN: 420.05.31 Afshin Ahouraiyan, P.E., Project Manager 602-506-4519 afa@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 2 Mesa FY 2008 Prioritization Procedure FCD 2002R008 Pending The Spook Hill Area Drainage Master Plan (ADMP), completed in 2002, identified regional flood control infrastructure necessary for a 35-square-mile area located in northeast Mesa. The ADMP watershed extends from the Usery Mountains on the north and the Apache Trail on the east, to the Buckhorn-Mesa structures on the west and south. The Ellsworth Road and McKellips Road project is the fourth scheduled project in support of this ADMP and likely will involve construction of a basin at Ellsworth Road and McKellips Road, and a combination of open channel and storm drain east along McKellips Road and south along 94th Street. The basin rights-of-way are in place, owned by the city of Mesa. The project will provide protection to local, previously developed subdivisions, where historic flooding has been noted. A design concept study is complete. The project’s advancement into final design is dependent upon the availability of funds and the successful negotiation of an Intergovernmental Agreement between District and the City of Mesa. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 62 Budget $2,000 $2,000 $2,000 $3,000 $3,000 $12,000 63 115th Avenue/Union Hills Drive Drainage Improvements PCN: 450.07.31 Bobbie Ohler, P.E., Project Manager 602-506-2943 bao@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 4 Peoria, Surprise & MCDOT FY 2012 Prioritization Procedure FCD 2011R009 FCD 2012A005 The area downstream of 107th Avenue and Union Hills Drive has historically experienced flooding. Existing drainage systems along Union Hills Drive are considered inadequate. The main goal of the project is to intercept flood water that enters the project area from the northeast in the proposed channel and storm drain system and convey the water to the Agua Fria River via existing and improved channels and/or storm drains. The project, when complete, will provide a 100-year level of protection and includes approximately two miles of storm drains, channel and basin improvements, maintenance roads adjacent to the project, and associated structures and features. Roadway intersection improvements will be included, to allow capture of storm water into the new system. Project final design is in progress. The project will be constructed in phases. Phase one, scheduled for construction in FY 2016 will improve the existing Sun City Drain along 115th . Avenue from the Agua Fria River to Bell Road; widen and improve the channel at the northeast corner of 115th Avenue and Bell Road to ensure the 100-year flood flows travel under the road; improve the channel drainage along 115th Avenue from Bell Road to Union Hills Drive; and add storm drain and catch basins at the intersection of 115th Avenue and Union Hills Drive. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 64 Budget $3,820,000 $50,000 $1,075,000 $2,510,000 $75,000 $7,530,000 65 Bullard Wash Phase II PCN: 470.13.31 Don Rerick, P.E., Project Manager 602-506-4878 djr@mail.maricopa.gov Districts: Jurisdiction: Origin: Resolutions: Agreements: 4, 5 Goodyear FY 2002 Prioritization Procedure FCD 2000R016, 2000R016A FCD 2001A006, 2003A002, 2006A010, 2003A011 Bullard Wash is included within the Loop 303 Corridor/White Tanks Area Drainage Master Plan, which recommends wash improvements. Phase I of the project, from the Gila River to Lower Buckeye Road, was constructed by the District in partnership with the City of Goodyear. Phase II includes an earthen/greenbelt channel along the Bullard Wash alignment from Lower Buckeye Road to McDowell Road and a detention basin just south of McDowell Road. Landscaping and trails are anticipated along the channel alignment and within the basin. The project will channelize the floodplain north of the Phoenix-Goodyear Airport, reducing the floodplain width and protecting the Phoenix-Goodyear Airport and nearby development from flooding. This stormwater would otherwise collect in streets, farm fields and residential and commercial areas. Design of Bullard Wash from Lower Buckeye Road to I-10 is complete, and IGAs with the city for construction of the project are in place. Design and construction schedule is dependent upon the availability of funding and will likely be phased, with the majority of work being completed outside the five-year CIP. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 66 Budget $5,000 $2,000 $5,000 $3,000 $3,000 $18,000 67 Loop 303 Drainage Improvements PCN: 470.14.31 Mike Duncan, P.E., Project Manager 602-506-4732 mwd@mail.maricopa.gov District: Jurisdictions: Origin: Resolution: Agreements: 4 Avondale, Buckeye, Glendale, Goodyear, Phoenix, Surprise FY 2006 Prioritization Procedure FCD 2005R017 FCD 2007A003 FCD 2007A005 The Loop 303 Corridor/White Tanks ADMP consisted of an area drainage master plan to determine guidelines for stormwater management and structural mitigation measures for flooding in the White Tanks area. This included analysis of approximately 220 square miles of watershed, which extends from Grand Avenue south to the Gila River, and from the White Tank Mountains east to the Agua Fria River. The study identified drainage problems, updated the existing hydrology due to development and new hydrologic methodology, developed costeffective solutions for a stormwater collection and conveyance system and identified a preferred outfall alternative associated with SR-303L. The District is partnering with the Arizona Department of Transportation (ADOT) in this regional project. The District will construct a drainage channel, 13 box culverts and other associated drainage features from approximately Van Buren Street to the Gila River, while ADOT will construct the project from Van Buren Street to approximately Bell Road. Construction of the District's portion of the project will precede construction of SR-303L. Project construction is complete. Project remains active due to Rights-of-way condemnations. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 68 Budget $325,000 $0 $0 $0 $0 $325,000 69 PCN: 470.15.32 Northern Parkway Drainage Improvements – Phase II Burke Lokey, P.E., Project Manager 602-506-0867 burkelokey@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 4 Unincorporated Maricopa County and El Mirage FY 2007, FY 2008, FY 2009 Prioritization Procedures FCD 2007R002 and FCD 2007R002A FCD 2010A008 and The Maricopa County Department of Transportation (MCDOT) is the lead agency for the Northern Parkway project which extends 12.5 miles between SR-303L and US 60 (Grand Avenue). This new transportation facility will be a high capacity, limited access roadway with overpasses at major intersections. The project serves both roadway drainage and regional flood control purposes, providing 100-year protection for local farms, future development and roadway traffic. The drainage solution for this phase 2 segment, a component of the regional Loop 303 Corridor/White Tanks Area Drainage Master Plan Update, constructs a new channel, storm drain and basins along the new alignment of Northern Parkway from Dysart Road to 111th Avenue. The channel will intercept offsite storm water flows and convey this runoff to the Agua Fria River. Construction of phase two, by MCDOT, is scheduled to start during FY 2016. The District is contributing cost share to the regional flood control features of the project. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 70 Budget $10,000 $10,000 $12,000 $1,010,000 $2,015,000 $3,057,000 71 Luke Air Force Base Flood Mitigation Improvements PCN: 470.16.30 Gary Wesch, P.E., Project Manager 602-506-4592 garywesch@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 4 Luke AFB, Glendale FY 2012 Prioritization Procedure FCD 2012R001 Pending This project is an element generated from the Loop 303 Corridor/White Tanks Area Drainage Master Plan Update. The project will mitigate an existing delineated flooding hazard on and adjacent to Luke Air Force Base (AFB). Approximately 250 acres of on-base facilities within existing flood zones will be removed from the floodplain which includes aircraft hangars, command posts, control tower, simulator complex, dorms and drinking wells. An additional 300 acres of commercial/industrial/agricultural property south of the base limits would be protected. The project includes rehabilitating and improving the existing storm drain system to collect and convey 100-year flows from sensitive areas on the base to the improved channel system, contain those flows within the channel system and provide a connection to the existing regional outfall. The project’s advancement into final design is dependent upon the availability of funds and the successful negotiation of an intergovernmental agreement between the District and Luke Air Force Base. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 72 Budget $4,000 $2,000 $2,000 $3,000 $7,000 $18,000 73 Sonoqui Wash Channelization Phase II PCN: 480.04.32 Gary Wesch, P.E., Project Manager 602-506-4592 garywesch@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreements: 1 Queen Creek FY 2006 and FY 2007 Prioritization Procedures FCD 2001R001 FCD 2008A008, 2009A011, 2010A004 The Queen Creek / Sonoqui Wash Hydraulic Master Plan recommended channelization of Sonoqui Wash. The first phase of Sonoqui Wash Channelization, completed in Fiscal Year 2009, included a basin at approximately Chandler Heights Road and Sossaman Road, channelization northwest to Ocotillo Road and approximately Power Road, and channelization west along the Ocotillo Road alignment to an outfall at Queen Creek Wash at Higley Road. The second phase of Sonoqui Wash Channelization includes the segment of the existing wash southeast from Chandler Heights Road to Ellsworth Road, and along Riggs Road to Crismon Road. The proposed channel will be designed to collect and convey the 100-year flow to prevent flooding to property adjacent to the wash, while providing an outlet for future Phase III channelization. The existing floodplain from Chandler Heights Road to Riggs Road will be contained within the proposed 200-foot-wide channel. The Riggs Road to Crismon Road portion of Sonoqui Wash collects overland flow from the south and conveys it into the main branch of Sonoqui Wash. Project Phase IIA was completed between Chandler Heights Road and Ellsworth Road by the District in 2012. The Town of Queen Creek will complete Phase IIB between Ellsworth Road and Crismon Road in the future, pending availability of funding and completion of an archeological recovery process. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 74 Budget $2,000 $2,000 $2,000 $3,000 $3,000 $12,000 75 Sonoqui Wash Channelization Phase III PCN: 480.04.34 Gary Wesch, P.E., Project Manager 602-506-4592 garywesch@mail.maricopa.gov District: Jurisdictions: Origin: Resolution: Agreement: 1 Queen Creek, Unincorporated Maricopa County, Pinal County FY 2010 Prioritization Procedure FCD 2001R001 FCD 2011A007 The Queen Creek / Sonoqui Wash Hydraulic Master Plan recommended channelization of Sonoqui Wash. The first phase of channelization has been completed. The third phase of Sonoqui Wash Channelization will outfall to the second phase, which is being implemented by the District in partnership with the Town of Queen Creek. The third phase includes channelization of the main branch of Sonoqui Wash, from Empire Road at Ellsworth Road, northwest to Riggs Road at approximately Hawes Road. This section is located in unincorporated Maricopa County, and the District anticipates funding the project unilaterally. The proposed channel will be designed to collect and convey the 100-year flow, remove a floodplain delineated over 345 acres and 217 homes, and provide protection to roads and other infrastructure. Construction is being completed in two phases, the first of which was completed during FY 2013. Phase two is currently in construction. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 76 Budget $2,085,000 $0 $0 $0 $0 $2,085,000 77 Durango Regional Conveyance Channel 107th Avenue to the Agua Fria River PCN: 565.04.32 Greg Jones, P.E., Project Manager 602-506-5537 glj@mail.maricopa.gov District: Jurisdictions: Origin: Resolution: Agreement: 5 Avondale, Unincorporated Maricopa County FY 2003 Prioritization Procedure FCD 2006R020 Pending The District completed the Durango Area Drainage Master Plan to develop and evaluate solutions to mitigate flooding hazards in the Durango drainage area. The study recommended a regional channel and basin in the vicinity of the Salt River Project Buckeye Feeder Canal to intercept storm water flows and provide an outfall to the Agua Fria River. The project would reduce flooding hazards and provide a 100-year outfall in the Durango drainage area. This project constructs the portion of the recommended plan located between 107th Avenue and the Agua Fria River, and between Lower Buckeye Road and Southern Avenue. The City of Avondale submitted the project for consideration under the Fiscal Year 2003 Prioritization Procedure, and the District anticipates participating in a cost-share agreement with the city. Project implementation is dependent upon funding availability and the successful negotiation of an intergovernmental agreement between the District and the City of Avondale. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 78 Budget $2,000 $2,000 $2,000 $3,000 $3,000 $12,000 79 Durango Regional Conveyance Channel 75th Avenue to 107th Avenue PCN: 565.04.33 Bobbie Ohler, P.E., Project Manager 602-506-2943 bao@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreements: 5 Phoenix FY 2003 Prioritization Procedure FCD 2008R007 FCD 2008A010, 2009A007 The District completed the Durango Area Drainage Master Plan to develop and evaluate solutions to mitigate flooding hazards in the Durango drainage area. The study recommended a regional channel and basin in the vicinity of the Salt River Project Buckeye Feeder Canal to intercept storm water flows and provide an outfall to the Agua Fria River. The project would reduce flooding hazards and provide a 100-year outfall in the Durango drainage area. This project constructs the portion of the recommended plan located between 75th Avenue and 107th Avenue, one-half mile north of the Broadway Road alignment. The channel was partially constructed as a series of linear retention basins by developers through efforts coordinated by the City of Phoenix. The project includes design and construction of two basins along the channel alignment, additional channel segments and additional box culverts. Project design is complete. Construction will be accomplished in two phases. The District will be the lead and construct the downstream portion from 107th Avenue to 83rd Avenue. City of Phoenix will construct the upstream portion from 83rd Avenue to 75th Avenue. The District’s phase one construction is scheduled to begin in FY 2020. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 80 Budget $2,000 $2,000 $2,000 $3,000 $4,225,000 $4,234,000 81 Van Buren Street Channel 99th Avenue to the Agua Fria River PCN: 565.04.35 Gary Wesch, P.E., Project Manager 602-506-4592 garywesch@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 5 Avondale FY 2011 Prioritization Procedure FCD 2012R006 FCD 2012A017 The Van Buren Street Channel is a component of Avondale’s Van Buren Multi-use Corridor Project. It is designed to provide a drainage system along Van Buren Street carrying stormwater west of 103rd Avenue to the Agua Fria River. The channel project will improve stormwater drainage in the Avondale City Center at Avondale Boulevard (115th Avenue) and Van Buren Street, and solve other crucial drainage issues for current and future development along Van Buren Street. When completed, the channel will provide flood hazard protection up to the 10-year storm event (10% chance of occurring in a year). The City of Avondale, as the project lead, will design and construct the project. currently scheduled to start during FY 2018. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 82 Project is Budget $2,000 $5,000 $48,000 $50,000 $2,680,000 $2,785,000 83 Bethany Home Road Storm Drain 59th Avenue to 79th Avenue PCN: 620.03.34 Mike Duncan, P.E., Project Manager 602-506-4732 mwd@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreements: 5 Glendale FY 1999 Prioritization Procedure FCD 98-12, 98-12A FCD 2000A013, 2002A003 The Bethany Home Road Storm Drain project, resulting from the District’s Maryvale Area Drainage Master Study, collects and conveys sheet flow that has historically flooded the Maryvale neighborhood in the City of Glendale. The project consists of a 10-year storm drain in Bethany Home Road that ultimately conveys flows to the New River through the Bethany Home Outfall Channel. The City of Glendale is the lead agency for project design and construction, and the District will contribute 50 percent of the project cost. Final design and construction schedule is dependent upon funding availability and partner commitment. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 84 Budget $2,000 $2,000 $2,000 $3,000 $3,000 $12,000 85 Downtown Phoenix Drainage System PCN: 625.01.30 Mike Duncan, P.E., Project Manager 602-506-4732 mwd@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreements: 5 Phoenix FY 2008 Prioritization Procedure FCD 2008R001 FCD 2008A001, 2009A009 The Fiscal Year 2008 Prioritization Procedure recommended this project as a component of the Downtown Phoenix Drainage Improvements Project that was concurrently being studied under the Metro ADMP. The Metro ADMP subsequently recommended the Downtown Phoenix Drainage Improvements Project as a subset of its recommended downtown alternative. When combined with the complete downtown system recommended by the ADMP, this project will deliver a 10-year level of protection for the downtown area. The project involves the installation of drainage features along 1st Avenue, from Van Buren Street to Hadley Street; along Jefferson Street from 19th Avenue to 3rd Avenue; and along Fillmore Street from 9th Avenue to 3rd Avenue. Specific alignments were altered somewhat during final design. The City of Phoenix is acting as lead agency for project design and construction, and the District will contribute 50 percent of the project cost. Project construction of all project phases is complete. required archeological reporting. Project remains active to complete Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 86 Budget $55,000 $54,000 $0 $0 $0 $109,000 87 ] Arcadia Drive Storm Drain Camelback Road to Lafayette Boulevard PCN: 625.02.32 Bobbie Ohler, P.E., Project Manager 602-506-2943 bao@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreements: 2 Phoenix FY 2011 Prioritization Procedure FCD 2008R012 FCD 2009A025, 2009A025A The greater Arcadia Area Drainage Improvements Project, recommended by the District’s Metro Area Drainage Master Plan, is being accomplished in multiple phases. The first phase constructed the outfall (the Old Cross Cut Canal Improvement Project), and was completed in FY 2012. The second phase, completed in FY 2013, constructed storm drains, catch basins and laterals, primarily along Lafayette Boulevard, Camelback Road and Village Drive. Flows are collected upstream (north) of the Arizona Canal and outlets to the Old Cross Cut Canal. This third phase of the Arcadia Area Improvement project will construct storm drains, catch basins and laterals primarily along Arcadia Drive and Camelback Road east of Arcadia Drive. This project will provide the outlet from Camelback Road to the Old Cross Cut Canal. The implementation of phase three is dependent on both District and City of Phoenix funding availability. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 88 Budget $2,000 $2,000 $2,000 $3,000 $3,000 $12,000 89 PCN: 640.XX.X1 Circle K Park Detention Basin Afshin Ahouraiyan, P.E., Project Manager 602-506-4519 afa@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 5 Phoenix FY 2013 Prioritization Procedure Pending Pending The District's Hohokam Area Drainage Master Study/Plan has identified drainage and flooding hazards in the south Phoenix area. Rainfall runoff from the South Mountain flows from the south to the north towards the Highline Canal. Approximately 0.65 square miles of watershed drains directly to the location of the Circle K Park and accumulates at that location. High volumes of floodwater will overtop the Highline Canal and proceed to pond in residential areas north of the canal. It is anticipated the project will construct a 35 acre-foot detention basin and provide a 10year level of flood protection. Design and construction schedule is dependent upon funding availability and the successful negotiation of an intergovernmental agreement between the District and City of Phoenix. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 90 Budget $0 $0 $0 $0 $10,000 $10,000 91 Ashbrook Wash Channelization PCN: 670.10.30 Gary Wesch, P.E., Project Manager 602-506-4592 garywesch@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: 2 Fountain Hills FY 2012 Prioritization Procedure 2013R005 2013A009 Ashbrook Wash is the largest watercourse within the Town of Fountain Hills, having a watershed area of 13.06 square miles. The District’s 1995 Floodplain Delineation Study for Fountain Hills showed deficiencies at the Golden Eagle Park Dam on Ashbrook Wash, due to overtopping and potential dam failure. Dam safety improvements were made to the Golden Eagle Park Dam in year 2000 to prevent its overtopping and failure in the 1/2 Probable Maximum Flood. However, those improvements increased the regulatory 100-year peak flow downstream. The project will provide channel improvements to convey increased flood flow from the upstream dam and prevent the flooding of 13 residential properties adjacent to this wash reach, at the 100-year storm event. Improvements include replacement of corrugated metal pipes with new reinforced concrete box culverts, channel excavation, flood walls and re-vegetation. Final design is complete. Construction is scheduled to begin and be completed during FY 2016. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 92 Budget $1,825,000 $2,000 $0 $0 $0 $1,827,000 93 PCN: 698.10.30 East Maricopa Floodway Maintenance Road Paving Mike Duncan, P.E., Project Manager 602-506-4732 mwd@mail.maricopa.gov Districts: Jurisdiction: Origin: Resolution: Agreement: 1&2 Gilbert, Mesa FY 2012 Prioritization Procedure FCD 2010R004 None Flood control facilities operated and maintained by the District were commonly built in the past with unpaved dirt maintenance roads. District maintenance activities require the use of these roads, potentially adversely impacting air quality. This project includes chip-seal improvements to much of the unpaved East Maricopa Floodway (EMF) maintenance roads. The U.S. Soil Conservation Service (now Natural Resources Conservation Service) completed the EMF in 1989 in partnership with the District and others. This 27-mile long earthen channel runs parallel to the Roosevelt Water Conservation District canal from north of Brown Road to Hunt Highway, and continues in a southwesterly direction through the Gila River Indian Community to an outlet at the Gila River. The EMF is a principal flood control feature for the east valley, intercepting floodwater flow impacting the Buckhorn-Mesa, Apache Junction-Gilbert and Williams-Chandler watersheds. The EMF is operated and maintained by the District, with the exception of segments that run through privately owned golf courses. This project includes chip-seal improvements to the unpaved EMF maintenance roads. Phase one of maintenance road improvements is complete. Future enhancements are dependent upon District funding availability. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 94 Budget $5,000 $5,000 $10,000 $10,000 $10,000 $40,000 95 Small Project Assistance Program Patrick Schafer, P.E., Program Manager 602-506-2206 patrickschafer@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: All All Small Project Assistance Program FCD 2009R003, 2009R003A and 2009R003B Various Localized flood hazards exist throughout Maricopa County, and the mitigation of these localized flood hazards, on a limited basis, is consistent with the District’s statutory obligation. The District’s Small Project Assistance Program is intended to provide financial assistance to the municipalities of Maricopa County, on a limited basis, for implementation of local flood hazard mitigation capital projects. Among other stipulations, the highly structured program authorizes a $250,000 per-project District cost share cap for construction. Partner agencies have lead responsibilities and will operate and maintain all projects. For Fiscal Year 2016, sixteen projects have been selected for District funding that, collectively, will reduce flows that have historically flooded over 300 residential and commercial properties. • • • • • • Gilbert – one project; FCD 2014A018; Mesa – five projects, FCD 2014A019, 2014A020, 2014A021, 2014A022 & 2014A023; Phoenix – five projects, FCD 2014A014, 2014A025, 2015A006, 2015A007 & 2015A008; Scottsdale – three projects, FCD 2014A026, 2014A027 & 2014A028; Surprise – one project, FCD 2014A029; Wickenburg – one project, FCD 2015A009. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 96 Budget $3,000,000 $2,000,000 $2,000,000 $2,000,000 $2,000,000 $11,000,000 97 Floodprone Property Assistance Program Patrick Schafer, P.E., Program Manager 602-506-2206 patrickschafer@mail.maricopa.gov District: Jurisdiction: Origin: Resolution: Agreement: All All Floodprone Property Assistance Program FCD 2006R003 and FCD 2006R003A None The District has completed delineations covering about 68 percent of the approximately 6,000 miles of stream corridors in Maricopa County needing delineation for regulatory purposes. In many of the mapped areas, development took place prior to the floodplain mapping, and as floodplains were delineated, many residents learned that their homes were within regulatory floodplains. The Floodprone Property Assistance Program (FPAP) involves the voluntary purchase of properties in flood hazard areas where structural solutions are infeasible or impractical. Program applicants are scored and ranked under objective criteria. Existing structures on purchased properties are demolished and removed; property may be preserved as open space, sold, or leased for uses compatible with adjacent properties and floodplain regulations. A placeholder has been set in future years for new acquisitions. Fiscal Year FY FY FY FY FY 2016 2017 2018 2019 2020 5-Year Program 98 Budget $0 $300,000 $300,000 $300,000 $300,000 $1,200,000 Appendix A Completed Capital Projects Through Fiscal Year 2015 (Alphabetical) Project 10th St. Wash Detention Basin No. 1 10th St. Wash Detention Basin No. 2 10th St. Wash Improvements (Alice to ACDC) 23rd Ave. and Roeser Rd. Storm Drain and Basin 24th Ave. and Camelback Rd. Basin 26th Ave. and Verde Ln. Basin 35th Ave. and Dobbins Rd. Basin and Storm Drain 43rd Ave. and Baseline Rd. Basin 43rd Ave. and Southern Ave. Detention Basin 43rd Ave. Storm Drain 48th St. Drain 48th St. Storm Drain 51st Ave. Storm Drain (Bell Rd. to Thunderbird Rd.) 59th Ave. Storm Drain (Bell Rd. to ACDC) 67th Ave. Storm Drain (Bell Rd. to ACDC) 67th Ave. Storm Drain (Olive Ave. to ACDC) 75th Ave. Storm Drain & DRCC Phase 1 83rd Ave. and Pinnacle Peak Rd. Drainage Improvements 83rd Ave. Grade Control Structure (Skunk Creek) 91st Ave. and Bell Rd. Drainage 9th Ave. Storm Drain (Peoria Ave. to ACDC) Adobe Dam Adobe St. Structures over EMF ADOT Pit and Diversion Channel Agua Fria Channelization Alma School Drain Apache Junction FRS and Floodway Arizona Canal Diversion Channel Avondale Landfill Excavation Baseline Rd. Storm Drain Beardsley Rd. Drainage System (7th Ave. to 23rd Ave.) Bethany Home Outfall Channel (Phase I) Bethany Home Outfall Channel (Phases IIA, IIB and IIC) Broadway Rd. Collector Channel (Broadway Rd. to EMF) Buckeye FRS No. 1 Buckeye FRS No. 2 Buckeye FRS No. 3 Bullard Wash (Phase 1) Bulldog Floodway Cactus Rd. Flood Control System Cactus Rd. Storm Drain (67th Ave. to SR-101L) Camelback Ranch Levee Camelback Side Drain Extension Camelback Road Storm Drain Carefree Town Center Drainage Casandro Wash Dam Casandro Wash Outlet Cave Buttes Dam Cave Buttes Dam Dike No. 1 Cave Buttes Dam Dike No. 2 Cave Buttes Dam Dike No. 3 Cave Creek Channelization Cave Creek Dam Centennial Levee Central Arizona Project Detention Basin No. 1 Central Arizona Project Detention Basin No. 2 Central Arizona Project Detention Basin No. 3 Central Arizona Project Detention Basin No. 4 Central Arizona Project Detention Basin No. 5 Central Chandler Area Drainage System City of Phoenix Dam No. 7 Rehabilitation Cloud Road and Sossaman Road Basin and Outlet Colter Channel Doubletree Ranch Road System Downtwon Phoenix Drainage System Dreamy Draw Dam Dysart Drain East Maricopa Floodway El Mirage Drain Elliot Rd. Basin and Channel Ellsworth Rd. Channel at Phoenix-Mesa Gateway Airport Elm Ln. Drainage Mitigation Gila / Salt River Clearing (Gillespie Dam to 91st Ave.)* Gila Drain Storm Drain Gilbert Crossroads Park Basin Golden Eagle Park Dam Greenway Parkway Channel (9th St. to Cave Creek Rd.) Guadalupe Box and Channel Guadalupe Drainage Improvement Project Map ID 49 49 50 108 53 52 56 118 54 54 63 65 24 24 24 34 111 21 25 24 48 29 90 72 28 75 86 47 28 55 32 37 38 88 7 8 9 19 84 60 33 28 67 107 103 1 1 42 42 42 42 46 41 4 91 91 91 91 91 78 45 109 59 59 123 57 17 90 10 95 99 104 NA 73 94 80 44 93 70 Location 12th St. and Peoria Ave. 11th St. and Alice Ave. 10th St., Alice Ave to ACDC at Griswold Rd. alignment NE corner of 23rd Ave. and Roeser Rd.; outlets along Roeser Rd. and Broadway Rd. 24th Ave. and Camelback Rd. Verde Ln. alignment; 26th Dr. to I-17 Frontage Rd. 35th Ave. and Dobbins Rd. NE corner of 43rd Ave. and Baseline Road 43rd Ave. and Southern Ave. 43rd Ave., Broadway Rd. to Baseline Rd. San Francisco Canal, 48th St. to University Dr. 48th St., Baseline Rd. to 48th St. Drain 51st Ave., Bell Rd. to Thunderbird Rd. 59th Ave., Bell Rd. to ACDC 67th Ave., Bell Rd. to ACDC 67th Ave., Olive Ave. to ACDC Area bounded by 64th Ave. and 71st Ave. from south of Van Buren Ave. to Southern Ave. Area bounded by Calley Lejos (N), Willisams Rd. (S), 91st Ave. (W), 83rd Ave. (E) 83rd Ave. and Skunk Creek 91st Ave., Bell Rd. to Greenway Rd.; Greenway Rd., 91st Ave. to New River 9th Ave., Peoria Ave. to ACDC Skunk Creek at Deer Valley Rd. alignment and 39th Ave. alignment Adobe St. 1/2 mi. east of Greenfield Rd. I-10, Elliot Rd. to 1/4 mi. south of Warner Rd.; I-10 and 1/4 mi. south of Warner Rd. Agua Fria River, Camelback Rd. to 1/4 mi. south of Lower Buckeye Rd. Mclellan Rd. alignment, Tempe Canal at Alma School Rd. to the Salt River Lost Dutchman Blvd. and Idaho Rd. Arizona Canal, 37th Street to New River Dysart Rd. and Buckeye Rd. Baseline Rd., 7th Ave. to 43rd Ave. Beardsley Rd., 7th Ave. to 23rd Ave. Bethany Home Rd., SR-101L to New River Bethany Home Rd., SR-101L to 83rd Ave.; Grand Canal, Bethany Home Rd. to 67th Ave. Approximately 1/2 mi. east of Higley Rd., Broadway Rd south for 1/3 mi. to EMF I-10, 331st Ave. to 257th Ave. I-10, 254th Ave. to 237th Ave. I-10, 235th Ave. to 215th Ave. Bullard Wash, Lower Buckeye Rd. alignment to Gila River Apache Junction FRS to Signal Butte FRS Cactus Rd., Scottsdale Rd. to 64th St.; 68th St., Cactus Rd. to Mescal Park Cactus Rd., 67th Ave. to Agua Fria Freeway (SR-101L) Agua Fria River and Camelback Rd. Camelback Rd., 64th St. to 68th St; Lafayette Blvd., 64th St. to 68th St. West Camelback Road from 59th Ave. to 75th Ave. Area bounded by Sundance Tr. / Tom Darl. Dr. (NW), Bloody Bas. Rd. / Tranquil Tr. (SE) North of US-60, between Mariposa Dr. alignment and Los Altos Dr. alignment Jackson St., Navajo St. to Mohave St.; Mohave St., Jackson St. to Casandro Wash 16th St. alignment and Happy Valley Rd. alignment 18th St. alignment and Happy Valley Rd. alignment 32nd St. alignment , 1/2 mi. north of Happy Valley Rd. alignment 9th St. alignment and Dixileta Dr. alignment Deer Valley Rd. to Arizona Canal 16th St. alignment and Jomax Rd. alignment South of I-10, T2N/R9W, T2N/R10W Approximately Sossaman Rd. alignment and approximately Mclellan Rd. alignment 93rd St. and University Dr. Approximately 96th St. and University Dr. Crismon Rd. and Apache Tr. Northeast corner of Cheshire St. and Southern Ave. Area bounded by Ray Rd. (N), Pecos Rd. (S), SR-101L (W), Arizona Ave. (E ) Phoenix North Mountain Preserve, approximately 2nd St. and Aster Dr. SE corner of Cloud Rd. and Sossamna Rd.; outlets along Sossman Rd. to Sonoqui Wash Between Camelback Rd. and Missouri Ave., Litchfield Rd. to Agua Fria River Doubletree Ranch Rd., Tatum Blvd to Indian Bend Wash at 58th St. alignment Area bounded by Fillmore St. (N), Buckeye Rd. (S), 19th Ave. (W), & Central Ave. (E ) SR-51 and Northern Ave. Between Olive Ave. and Glendale Ave., Reems Rd.to Agua Fria River Between Val Vista Dr. and Sossaman Rd., Brown Rd. to GRIC to the Gila River El Mirage Rd., from Deer Valley Rd. to a point 1 1/4 mi. south, to Agua Fria River Approx. Elliot Rd., approx. Signal Butte Rd. to SR-202L; Crismon Rd. 0.5 mi. north North and East boundaries of Phoenix-Mesa Gateway Airport Area bounded by 4th St. (Avondale) / Lower Buckeye Rd. / MC-85 Gila / Salt River, Gillespie Dam to 107th Ave. Rural Rd., 1/2 mi. south of Guadalupe Rd. to 1/2 mi. south of Warner Rd. (Hanger Park) Greenfield Rd. and Ray Rd. Golden Eagle Blvd. and Palisades Blvd. Greenway Parkway, 9th St. to Cave Creek Rd. Guadalupe Rd., Sossaman Rd. to the EMF at Power Rd. Town of Guadalupe (Various Basins) Year 1996 1997 2008 2011 2008 2007 2002 2014 2005 2000 1981 1988 1991 1991 1990 2009 2011 2008 2003 1991 2008 1982 1990 1987 1988 1969 1988 1994 1986 2002 1995 2000 2008 1998 1975 1975 1975 2001 1988 1991 1998 1999 1986 2012 2002 1996 1996 1980 1980 1980 1980 1991 1923 1985 2001 2001 2001 2001 2001 2005 2009 2011 1995 2004 2015 1973 1996 1989 1990 2007 2008 2010 1985 1988 1992 2002 2002 1989 2003 Project Map ID Guadalupe FRS 71 Harquahala Floodway 6 Harquahala FRS 6 Hawes Rd. Channel (Emelita Ave. to Main St.) 89 Hermosa Vista Dr. / Hawes Rd. Storm Drain and Basin 82 Holly Acres Levee and Bank Stabilization 40 Indian Bend Wash 67 Indian School Rd. Drain (107th Ave. to Agua Fria) 39 Lafayette Interceptor Drain & Outlet 117 Laveen Area Conveyance Channel 114 Loop 303 Outfall Channel 121 Lower El Mirage Wash Basin 119 Maryvale Stadium West Inlet Channel 51 McDowell Rd. Storm Drain and Basin 81 McMicken Dam 10 McMicken Dam Outlet Channel 10 New River Channelization (Bethany Home Rd. to Skunk Creek) 26 New River Improvements (Grand Ave. to Skunk Creek) 26 New River Dam 20 New River Dam Dike No. 1 20 Northern and Orangewood Storm Drain 36 Northern Ave. Bridge over New River 26 Northern Ave. Storm Drain (47th Ave. to 63rd Ave.) 105 Northern Parkway Channel 120 Oak St. Storm Drain (58th St. to Indian Bend Wash) 69 Old Cross Cut Canal 64 Old Cross Cut Canal Extension 64 Olive Ave. Storm Drain (51st Ave. to 91st Ave.) 35 Osborn Rd. Storm Drain 68 Paradise Valley Detention Basin No. 4 43 Pass Mountain Diversion Channel 85 Perryville Bank Stabilization 14 Pinnacle Peak Channel & Basin & Rose Garden Ln. Basin 110 Powerline Floodway 96 Powerline FRS 96 Price Road Drain 74 Queen Creek Channel (Hawes to Power) 101 Queen Creek Channel (Recker to Higley) 101 Queen Creek Road Basin 79 Reems Road Channel and Basin 16 Rittenhouse Basin 100 Rittenhouse FRS 98 Rittenhouse Road Channel 100 Roosevelt Irrigation District Canal Overchute 27 Saddleback Diversion Channel 5 Saddleback FRS 5 Salt River Channel (McClintock Dr. to Price Rd.) 66 Salt River Channel (Price Rd. to McKellips Rd.) 66 Salt River Channel (SR-143 to McClintock Dr.) 66 Salt River Low Flow Ch. (19th Ave. to I-10) (Phx. Rio Salado) 62 Scatter Wash Channel and Basin at I-17 30 Scatter Wash Channel (43rd Ave. to 35th Ave.) 31 Scottsdale Rd. Drainage (Thunderbird to Doubletree Ranch) 61 Signal Butte Floodway 84 Signal Butte FRS 84 Siphon Draw Drainage Improvements 106 Skunk Creek / ACDC Low Flow Channel 23 Skunk Creek Channel and Levee 22 Skunk Creek Channel Imp. (75th Ave. to 51st Ave.) 22 Skunk Creek Sports Complex Bank Protection 22 Sonoqui Wash Channelization (Higley to Chandler Heights) 102 Sonoqui Wash Channelization (Chandler Heights to Ellsworth) 113 Sossaman Channel and Basin 92 Southeast Phoenix Regional Drainage System 76 Southeast Valley Regional Drainage System 77 Spook Hill FRS and Floodway 83 Spook Hill FRS Rehabilitation 83 Sun City Drains 15 Sun City West Drains 15 Sunnycove Dam 3 Sunset / Sunnycove Pipeline 2 Sunset Dam 2 Tatum Wash Detention Basin 58 Tres Rios Levees 115 University Drive Basin 87 Upper Camelback Wash Drainage Improvements 122 Upper East Fork Cave Creek 43 Vineyard FRS 97 White Tanks FRS No. 3 12 White Tanks FRS No. 3 North Inlet Channel 11 White Tanks FRS No. 3 Outfall Channel 112 White Tanks FRS No.4 13 Wickenburg Downtown Flooding Hazard Mitigation 116 *Initially cleared; conditions subsequently reversed. Location West side of I-10, between Guadalupe Rd. and Baseline Rd. I-10, T2N/R9W, T3N/R9W, T3N/R10W I-10, T2N/R9W, T3N/R9W, T3N/R10W Hawes Rd., Apache Tr. (Main St.) To Emelita Ave. (1/2 mi. north of Southern Ave.) Area bounded by McDowell Rd. (N), Hermosa Vista Dr. (S), Spook Hill FRS (W), 90th St. (E) Gila River North Bank, El Mirage Rd. to 113th Ave. Between Hayden Rd. and Scottsdale Rd., Indian Bend Rd. to Salt River at SR-202L Indian School Rd., 107th Ave. to Agua Fria River Lafayette Blvd. from Arcadia Dr.to 44th St., and north from Lafayette Blvd. to Colter St. Area from 43rd Avenue to the Salt River between Southern Avenue and Baseline Road West of Cotton Ln., extending 4-1/2 miles from approx. Van Buren St. south to the Gila River SW corner of El Mirage Road and Cactus Road. Grand Canal, between Indian School Rd. and Osborn Rd., 57th Ave. to 51st Ave. McDowell Rd., Hawes Rd. to Sossaman Rd. alignment Area bounded by Grand Ave. (N), Peoria Ave. (S), 165th Ave. (E), 199th Ave. (W) Extends 5.5 mi. northeast of northeast end of McMicken Dam New River, Bethany Home Rd. to Olive Ave. New River, Grand Ave. to Skunk Creek, including Paradise Shores (1/2 mile south of Bell Rd.) Alignment of 79th Ave. and approximately Pinnacle Vista Rd. Lake Pleasant Rd. and Dixileta Dr. Alignment Between Butler Dr. and Glendale Ave., 63rd Ave. to Agua Fria River Northern Ave. and New River Northern Ave., 47th Ave. to 63rd Ave. North side of new Northern Parkway alignment from SR-303L to Dysart Rd. Oak Street, 58th St. to Indian Bend Wash 48th St., Arizona Canal to McDowell Rd. Extension from the Arizona Canal to Indian School Rd. Olive Ave., 51st Ave. to 91st Ave. Between Osborn Rd. and Thomas Rd., 60th St. to Ind. Bend Wash at 76th St. and Earll Dr. Paradise Valley Community College (Component of Upper E. Fork Cave Creek) McKellips Rd., Crismon Rd. to Signal Butte Rd., south to behind Signal Butte FRS North bank of Gila River, between Perryville Rd. and Cotton Ln. Pinnacle Peak Rd. - 89th to 99th Ave.; Rose Garden Ln. from Lake Pleasant Rd. to Agua Fria Powerline FRS, southwest to Ray Rd. alignment at GM, to EMF at Sossaman Rd. US-60 and Guadalupe Rd. alignment SR-101L (Price), Salt River to 1/2 mi. south of Guadalupe Rd. (Carriage Lane Park) Queen Creek, Hawes Rd. to Power Rd. Queen Creek, Recker Rd. to Higley Rd. McQueen Rd. and Queen Creek Rd. Reems Rd. and Olive Ave. NW corner of Rittenhouse Rd. and Power Rd. US-60, Queen Creek Rd. alignment Rittenhouse Rd., Queen Creek Rd. to the EMF at Pecos Rd. Litchfield Rd. and RID Canal South of I-10, T2N/R8W, T1N/R8W South of I-10, T2N/R8W, T1N/R8W North bank of Salt River, McClintock Dr. to Price Rd. Salt River, Price Rd. to McKellips Rd. Salt River, SR-143 to McClintock Dr. Salt River, 19th Ave. to I-10 at approximately 30th St. alignment Scatter Wash at I-17 Scatter Wash, 43rd Ave. to 35th Ave. Approximately Scottsdale Rd., Thunderbird Rd. to Doubletree Ranch Rd. Between Mclellan Rd. and Adobe Rd., Signal Butte FRS to CAP at Ellsworth Rd. Southwest of Signal Butte Rd. and McKellips Rd. Meridian Rd., 1/4 mi. south of Baseline Rd. to Elliot Rd., basin east of Meridian Rd. Skunk Creek, New River to 75th Ave.; ACDC, 73rd Ave. to Skunk Creek Skunk Creek, approximately Jomax Rd. alignment to Central Arizona Project Skunk Creek, 75th Ave. to 51st Ave. Skunk Creek, New River to 75th Ave. Sonoqui Wash, Higley Rd.and Ocotillo Rd. to Chandler Heights Rd. and Sossaman Rd. Sonoqui Wash, Chandler Heights Rd. to Riggs Rd., and east from Hawes Rd. to Ellsworth Rd. Sossaman Rd., Southern Ave. to Guadalupe Rd. (Basin at US-60) SR-202L and 48th St. SR-202L to Pecos Rd. 1/2 mi. west of Kyrene Rd., to I-10, south to the Gila Drain floodway SR-202L, Power Rd. to 1/4 mi. south of Brown Rd.; CAP, SR-202L, north 1 1/2 mi. SR-202L, Power Rd. to 1/4 mi. south of Brown Rd.; CAP, SR-202L, north 1 1/2 mi. Sun City, T4N/R1W Sun City West, T3N/R1E Kellis Rd. alignment and Turtleback Ln. alignment Sunnycove Dam, to a point 1 mi. northeast South of US-60, between Cucuracha St. alignment and Whipple Ct. alignment 45th St. and Shea Blvd. North bank on the Salt & Gila Rivers from 91st Ave. to the Agua Fria River. 64th St. and University Dr. Two channel branches from 92nd and 96th streets from Shea Boulevard to Sweetwater Ave. Area bounded by SR-101L (N), Bell Rd. (S), 9th St. (W), 32nd St. (E); 4 basins & PVCC US-60 and Ray Rd. alignment Jackrabbit Tr. alignment and Glendale Ave. alignment Beardsley Canal, Olive Ave. to White Tanks FRS No. 3 Jackrabbit Trail (195th Avenue), from McDowell Road to Missouri Avenue. Jackrabbit Trail and Van Buren Street. Sol's Wash, from the Highway 93 Interim Bypass Bridge to the Tegner St. Bridge Year 1975 1982 1982 2004 2009 1984 1985 1989 2014 2009 2015 2014 2001 2010 1956 1956 1996 2009 1985 1985 2001 1992 2011 2014 2000 1991 2011 1995 2001 1991 1987 1984 2012 1968 1967 1993 2006 2009 2009 2009 2010 1969 1997 1998 1981 1981 1998 1998 1991 2002 2010 1995 2008 1984 1987 2010 2007 1983 2000 1999 2008 2013 1977 2002 2002 1979 2008 1990 1990 1976 1976 1976 1998 2011 1992 2015 1996 1968 1954 2008 2013 1954 2009 Appendix B Projects Not Included in the 5-Year Capital Improvement Program Included in the District 15-Year Plan Recommended by Prioritization Procedures Through Fiscal Year 2016 Cost Estimates Per Original Submittals Year 2000 2001 2002 2002 2002 2007 2007 2008 2008 2008 2008 2009 2010 2010 2011 2012 2012 2012 2012 2012 2013 2014 2014 Description Meridian North and South Channels Waddell Rd. Drainage Improvements Bethany Home Rd. Storm Drain (59th-51st Ave.) Sand Tank Wash Flood Control Improvements South Gila Bend Drainage Improvements Skunk Creek Levees at CAP Skunk Creek Channel at Pinnacle Peak Rd. and 35th Ave. Agua Fria Boulevard Scour Protection Grade Control Structure AT&SF Channel Pecos North and South Detention Basins Pecos Rd. Channel 20th Ave. and Turney Ave. Detention Basin Jefferson St. and I-17 Storm Drain Happy Valley Channel SR-85/Oglesby Outfall Channel Skyline Fan Basin & Outlet Highline Western Canal Storm Drain Rooks Drainage System Oglesby Channel Palo Verde Drainage System McCormick Stillman Railroad Park/Lincoln Drive Drainage Impr. 27th Avenue and Dobbins Road Detention Basin South Phoenix/Laveen Drainage Improvements Total Total Count: 23 Sponsor Mesa Surprise Glendale Gila Bend Gila Bend District Phoenix MCDOT MCDOT Mesa Mesa Phoenix Phoenix Surprise ADOT/FCD Buckeye Tempe Buckeye Buckeye Buckeye Scottsdale Phoenix Phoenix Est. District Cost $1,800,000 $255,600 $1,575,000 $10,534,000 $283,000 $2,670,000 $4,250,000 $1,000,000 $3,189,000 $11,625,000 $10,500,000 $6,500,000 $1,550,000 $1,130,000 $7,000,000 $3,600,000 $1,990,000 $12,740,000 $10,472,000 $26,236,000 $4,022,040 $3,350,000 $5,650,000 $131,921,640 Est. Total Cost $2,400,000 $771,984 $3,150,000 $11,707,000 $283,000 $8,900,000 $8,500,000 $2,000,000 $6,377,000 $15,500,000 $14,000,000 $13,000,000 $3,100,000 $2,260,000 $14,000,000 $7,200,000 $3,980,000 $45,500,000 $37,400,000 $93,700,000 $6,703,400 $6,700,000 $11,300,000 $318,432,384 Appendix C Flood Control District Capital Improvement Program Projected Intergovernmental Agreement Revenue Fiscal Year 2016 - Fiscal Year 2020 PCN 201.02.31 207.01.31 211.05.30 310.01.30 450.07.31 470.14.31 480.04.32 670.01.30 Project White Tanks FRS No.4 Rehabilitation Buckeye FRS No.1 Rehabilitation Watson Drainage System Powerline Repl./Vineyard & Rittenhouse FRS Rehab 115th Ave./Union Hills Drive Drainage Improvements Loop 303 Outfall Channel Sonoqui Wash Channelization (Chandler Heights to Crismon) Ashbrook Wash Channelization Improvements Projected Reimbursement Revenue Total FY 2016 $6,625,000 $16,375,000 $325,000 $11,350,000 $1,610,000 $100,000 $188,000 $900,000 $37,473,000 FY 2017 $7,800,000 $6,175,000 $325,000 $17,550,000 $0 $0 $188,000 $0 $32,038,000 FY 2018 $0 $0 $0 $20,800,000 $850,000 $0 $0 $0 $21,650,000 FY 2019 $0 $0 $0 $3,900,000 $850,000 $0 $0 $0 $4,750,000 FY 2020 $0 $0 $0 $0 $0 $0 $0 $0 $0 5-Year $14,425,000 $22,550,000 $650,000 $53,600,000 $3,310,000 $100,000 $376,000 $900,000 $95,911,000 Appendix D Completed Drainage Studies and Master Plans Through Fiscal Year 2015 Title Adobe Dam / Desert Hills Agua Fria River Aguila Apache Wash Arizona Canal Diversion Channel Buckeye Buckeye / Sun Valley Carefree Cave Creek Durango East Maricopa County East Maricopa Floodway Capacity Mitigation East Mesa East Mesa El Rio Fountain Hills Gila Bend Gila Bend Gilbert-Chandler Gilbert-Chandler Update Glendale Update Glendale / Peoria Glendale / Peoria Update Granite Reef Wash Higley Hohokam Laveen Laveen / South Phoenix Laveen / South Phoenix Loop 303 Corridor / White Tanks Update Lower Hassayampa Maryvale Metro Phoenix Middle New River North Peoria Paradise Valley, Scottsdale, Phoenix Peoaria Pinnacle Peak South Queen Creek Queen Creek / Sonoqui Wash Rainbow Valley Rio Verde Salt River (Dobson Rd. to 24th St.) San Tan West Scottsdale Road Corridor (Paradise Valley, Scottsdale, Phoenix) Scottsdale, Tempe, Phoenix Skunk Creek Southeast Mesa Spook Hill Sun Valley Upper Cave Creek / Apache Wash Upper East Fork Cave Creek Upper New River White Tanks / Agua Fria Wickenburg Wickenburg Wittmann Wittmann Total Count: 58 * Acronym list: ADMP: Area Drainage Master Plan ADMPU: Area Drainage Master Plan Update ADMS: Area Drainage Master Study DMP: Drainage Master Plan HMP: Hydraulic Master Plan SWMP: Stormwater Master Plan WCMP: Watercourse Master Plan Type* ADMP WCMP ADMP DMP ADMP ADMP ADMS DMP DMP ADMP ADMS Study ADMP ADMPU ADMP/WCMP ADMP ADMP ADMPU ADMS ADMS ADMP/SWMP ADMP ADMP DMP ADMP ADMP ADMS ADMP ADMPU ADMP WCMP ADMS ADMP WCMP ADMP Study ADMP ADMS ADMS HMP ADMS/P ADMP HMP ADMS DMP Study WCMP ADMS ADMP ADMP WCMP ADMP ADMP ADMS ADMS ADMP ADMP ADMS Year 2003 2001 2004 1990 1995 2009 2007 2004 2008 2002 1987 2000 1998 2014 2006 1997 2003 2015 1988 1994 2011 1987 2002 2002 2000 2014 1994 2001 2013 2002 2007 1997 2008 2001 2002 1978 2014 2013 1991 2000 2011 2006 2010 2013 2002 1997 2001 1996 2002 2006 2001 1987 2008 1992 1992 2015 2009 1989 Completed Capital Projects Through Fiscal Year 2015 (By Map ID) Map ID 1 1 2 2 3 4 5 5 6 6 7 8 9 10 10 10 11 12 13 14 15 15 16 17 18 19 20 20 21 22 22 22 23 24 24 24 24 25 26 26 26 27 28 28 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 42 42 42 43 43 44 45 46 47 48 49 49 50 51 52 53 54 54 55 56 57 58 59 60 Project Casandro Wash Dam Casandro Wash Outlet Sunset / Sunnycove Pipeline Sunset Dam Sunnycove Dam Centennial Levee Saddleback Diversion Channel Saddleback FRS Harquahala Floodway Harquahala FRS Buckeye FRS No. 1 Buckeye FRS No. 2 Buckeye FRS No. 3 El Mirage Drain McMicken Dam McMicken Dam Outlet Channel White Tanks FRS No. 3 North Inlet Channel White Tanks FRS No. 3 White Tanks FRS No. 4 Perryville Bank Stabilization Sun City Drains Sun City West Drains Reems Road Channel and Basin Dysart Drain Colter Channel Bullard Wash (Phase 1) New River Dam New River Dam Dike No. 1 83rd Ave. and Pinnacle Peak Rd. Drainage Improvements Skunk Creek Channel and Levee Skunk Creek Channel Imp. (75th Ave. to 51st Ave.) Skunk Creek Sports Complex Bank Protection Skunk Creek / ACDC Low Flow Channel 51st Ave. Storm Drain (Bell Rd. to Thunderbird Rd.) 59th Ave. Storm Drain (Bell Rd. to ACDC) 67th Ave. Storm Drain (Bell Rd. to ACDC) 91st Ave. and Bell Rd. Drainage 83rd Ave. Grade Control Structure (Skunk Creek) New River Channelization (Bethany Home Rd. to Skunk Creek) New River Improvements (Grand Ave. to Skunk Creek) Northern Ave. Bridge over New River Roosevelt Irrigation District Canal Overchute Agua Fria Channelization Avondale Landfill Excavation Camelback Ranch Levee Adobe Dam Scatter Wash Channel and Basin at I-17 Scatter Wash Channel (43rd Ave. to 35th Ave.) Beardsley Rd. Drainage System (7th Ave. to 23rd Ave.) Cactus Rd. Storm Drain (67th Ave. to SR-101L) 67th Ave. Storm Drain (Olive Ave. to ACDC) Olive Ave. Storm Drain (51st Ave. to 91st Ave.) Northern and Orangewood Storm Drain Bethany Home Outfall Channel (Phase I) Bethany Home Outfall Channel (Phases IIA, IIB and IIC) Indian School Rd. Drain (107th Ave. to Agua Fria) Holly Acres Levee and Bank Stabilization Cave Creek Dam Cave Buttes Dam Cave Buttes Dam Dike No. 1 Cave Buttes Dam Dike No. 2 Cave Buttes Dam Dike No. 3 Paradise Valley Detention Basin No. 4 Upper East Fork Cave Creek Greenway Parkway Channel (9th St. to Cave Creek Rd.) City of Phoenix Dam No. 7 Rehabilitation Cave Creek Channelization Arizona Canal Diversion Channel 9th Ave. Storm Drain (Peoria Ave. to ACDC) 10th St. Wash Detention Basin No. 1 10th St. Wash Detention Basin No. 2 10th St. Wash Improvements (Alice to ACDC) Maryvale Stadium West Inlet Channel 26th Ave. and Verde Ln. Basin 24th Ave. and Camelback Rd. Basin 43rd Ave. and Southern Ave. Detention Basin 43rd Ave. Storm Drain Baseline Rd. Storm Drain 35th Ave. and Dobbins Rd. Basin and Storm Drain Dreamy Draw Dam Tatum Wash Detention Basin Doubletree Ranch Road System Cactus Rd. Flood Control System Location North of US-60, between Mariposa Dr. alignment and Los Altos Dr. alignment Jackson St., Navajo St. to Mohave St.; Mohave St., Jackson St. to Casandro Wash Sunnycove Dam, to a point 1 mi. northeast South of US-60, between Cucuracha St. alignment and Whipple Ct. alignment Kellis Rd. alignment and Turtleback Ln. alignment South of I-10, T2N/R9W, T2N/R10W South of I-10, T2N/R8W, T1N/R8W South of I-10, T2N/R8W, T1N/R8W I-10, T2N/R9W, T3N/R9W, T3N/R10W I-10, T2N/R9W, T3N/R9W, T3N/R10W I-10, 331st Ave. to 257th Ave. I-10, 254th Ave. to 237th Ave. I-10, 235th Ave. to 215th Ave. El Mirage Rd., from Deer Valley Rd. to a point 1 1/4 mi. south, to Agua Fria River Area bounded by Grand Ave. (N), Peoria Ave. (S), 165th Ave. (E), 199th Ave. (W) Extends 5.5 mi. northeast of northeast end of McMicken Dam Beardsley Canal, Olive Ave. to White Tanks FRS No. 3 Jackrabbit Tr. alignment and Glendale Ave. alignment Jackrabbit Tr. and Van Buren St. North bank of Gila River, between Perryville Rd. and Cotton Ln. Sun City, T4N/R1W Sun City West, T3N/R1E Reems Rd. and Olive Ave. Between Olive Ave. and Glendale Ave., Reems Rd.to Agua Fria River Between Camelback Rd. and Missouri Ave., Litchfield Rd. to Agua Fria River Bullard Wash, Lower Buckeye Rd. alignment to Gila River Alignment of 79th Ave. and approximately Pinnacle Vista Rd. Lake Pleasant Rd. and Dixileta Dr. Alignment Area bounded by Calley Lejos (N), Willisams Rd. (S), 91st Ave. (W), 83rd Ave. (E) Skunk Creek, approximately Jomax Rd. alignment to Central Arizona Project Skunk Creek, 75th Ave. to 51st Ave. Skunk Creek, New River to 75th Ave. Skunk Creek, New River to 75th Ave.; ACDC, 73rd Ave. to Skunk Creek 51st Ave., Bell Rd. to Thunderbird Rd. 59th Ave., Bell Rd. to ACDC 67th Ave., Bell Rd. to ACDC 91st Ave., Bell Rd. to Greenway Rd.; Greenway Rd., 91st Ave. to New River 83rd Ave. and Skunk Creek New River, Bethany Home Rd. to Olive Ave. New River, Grand Ave. to Skunk Creek, including Paradise Shores (1/2 mile south of Bell Rd.) Northern Ave. and New River Litchfield Rd. and RID Canal Agua Fria River, Camelback Rd. to 1/4 mi. south of Lower Buckeye Rd. Dysart Rd. and Buckeye Rd. Agua Fria River and Camelback Rd. Skunk Creek at Deer Valley Rd. alignment and 39th Ave. alignment Scatter Wash at I-17 Scatter Wash, 43rd Ave. to 35th Ave. Beardsley Rd., 7th Ave. to 23rd Ave. Cactus Rd., 67th Ave. to Agua Fria Freeway (SR-101L) 67th Ave., Olive Ave. to ACDC Olive Ave., 51st Ave. to 91st Ave. Between Butler Dr. and Glendale Ave., 63rd Ave. to Agua Fria River Bethany Home Rd., SR-101L to New River Bethany Home Rd., SR-101L to 83rd Ave.; Grand Canal, Bethany Home Rd. to 67th Ave. Indian School Rd., 107th Ave. to Agua Fria River Gila River North Bank, El Mirage Rd. to 113th Ave. 16th St. alignment and Jomax Rd. alignment 16th St. alignment and Happy Valley Rd. alignment 18th St. alignment and Happy Valley Rd. alignment 32nd St. alignment , 1/2 mi. north of Happy Valley Rd. alignment 9th St. alignment and Dixileta Dr. alignment Paradise Valley Community College (Component of Upper E. Fork Cave Creek) Area bounded by SR-101L (N), Bell Rd. (S), 9th St. (W), 32nd St. (E); 4 basins & PVCC Greenway Parkway, 9th St. to Cave Creek Rd. Phoenix North Mountain Preserve, approximately 2nd St. and Aster Dr. Deer Valley Rd. to Arizona Canal Arizona Canal, 37th Street to New River 9th Ave., Peoria Ave. to ACDC 12th St. and Peoria Ave. 11th St. and Alice Ave. 10th St., Alice Ave to ACDC at Griswold Rd. alignment Grand Canal, between Indian School Rd. and Osborn Rd., 57th Ave. to 51st Ave. Verde Ln. alignment; 26th Dr. to I-17 Frontage Rd. 24th Ave. and Camelback Rd. 43rd Ave. and Southern Ave. 43rd Ave., Broadway Rd. to Baseline Rd. Baseline Rd., 7th Ave. to 43rd Ave. 35th Ave. and Dobbins Rd. SR-51 and Northern Ave. 45th St. and Shea Blvd. Doubletree Ranch Rd., Tatum Blvd to Indian Bend Wash at 58th St. alignment Cactus Rd., Scottsdale Rd. to 64th St.; 68th St., Cactus Rd. to Mescal Park Year 1996 1996 1976 1976 1976 1985 1981 1981 1982 1982 1975 1975 1975 1990 1956 1956 2008 1954 1954 1984 1990 1990 2009 1996 1995 2001 1985 1985 2008 1983 2000 1999 2007 1991 1991 1990 1991 2003 1996 2009 1992 1998 1988 1986 1999 1982 2010 1995 1995 1998 2009 1995 2001 2000 2008 1989 1984 1923 1980 1980 1980 1980 1991 1996 2002 2009 1991 1994 2008 1996 1997 2008 2001 2007 2008 2005 2000 2002 2002 1973 1998 2004 1991 Map ID 59 60 61 62 63 64 64 65 66 66 66 67 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 83 84 84 84 85 86 87 88 89 90 90 91 91 91 91 91 92 93 94 95 96 96 97 98 99 100 100 101 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 NA Project Doubletree Ranch Road System Cactus Rd. Flood Control System Scottsdale Rd. Drainage (Thunderbird to Doubletree Ranch) Salt River Low Flow Ch. (19th Ave. to I-10) (Phx. Rio Salado) 48th St. Drain Old Cross Cut Canal Old Cross Cut Canal Extension 48th St. Storm Drain Salt River Channel (McClintock Dr. to Price Rd.) Salt River Channel (Price Rd. to McKellips Rd.) Salt River Channel (SR-143 to McClintock Dr.) Camelback Side Drain Extension Indian Bend Wash Osborn Rd. Storm Drain Oak St. Storm Drain (58th St. to Indian Bend Wash) Guadalupe Drainage Improvement Project Guadalupe FRS ADOT Pit and Diversion Channel Gila Drain Storm Drain Price Road Drain Alma School Drain Southeast Phoenix Regional Drainage System Southeast Valley Regional Drainage System Central Chandler Area Drainage System Queen Creek Road Basin Golden Eagle Park Dam McDowell Rd. Storm Drain and Basin Hermosa Vista Dr. / Hawes Rd. Storm Drain and Basin Spook Hill FRS and Floodway Spook Hill FRS Rehabilitation Bulldog Floodway Signal Butte Floodway Signal Butte FRS Pass Mountain Diversion Channel Apache Junction FRS and Floodway University Drive Basin Broadway Rd. Collector Channel (Broadway Rd. to EMF) Hawes Rd. Channel (Emelita Ave. to Main St.) Adobe St. Structures over EMF East Maricopa Floodway Central Arizona Project Detention Basin No. 1 Central Arizona Project Detention Basin No. 2 Central Arizona Project Detention Basin No. 3 Central Arizona Project Detention Basin No. 4 Central Arizona Project Detention Basin No. 5 Sossaman Channel and Basin Guadalupe Box and Channel Gilbert Crossroads Park Basin Elliot Rd. Basin and Channel Powerline Floodway Powerline FRS Vineyard FRS Rittenhouse FRS Ellsworth Rd. Channel at Phoenix-Mesa Gateway Airport Rittenhouse Road Channel Rittenhouse Basin Queen Creek Channel (Hawes to Power) Queen Creek Channel (Recker to Higley) Sonoqui Wash Channelization (Higley to Chandler Heights) Carefree Town Center Drainage Elm Ln. Drainage Mitigation Northern Ave. Storm Drain (47th Ave. to 63rd Ave.) Siphon Draw Drainage Improvements Camelback Road Storm Drain (59th Ave. to 75th Ave.) 23rd Ave. and Roser Road Storm Drain and Basin Cloud Road and Sossaman Road Basin and Outlet Pinnacle Peak Channel & Basin & Rose Garden Ln. Basin 75th Ave. Storm Drain and DRCC Phase I White Tanks FRS No. 3 Outfall Channel Sonoqui Wash Channelization (Chandler Heights to Ellsworth) Laveen Area Conveyance Channel Tres Rios Levees Wickenburg Downtown Flooding Hazard Mitigation Lafayette Interceptor Drain & Outlet 43rd Avenue & Baseline Road Detention Basin Lower El Mirage Wash Basin Northern Parkway Channel (SR-L303 to Dysart Road) Loop 303 Outfall Channel Upper Camelback Wash Drainage Improvements Downtown Phoenix Storm Drain System Gila / Salt River Clearing (Gillespie Dam to 91st Ave.)* *Initially cleared; conditions subsequently reversed. Location Doubletree Ranch Rd., Tatum Blvd to Indian Bend Wash at 58th St. alignment Cactus Rd., Scottsdale Rd. to 64th St.; 68th St., Cactus Rd. to Mescal Park Approximately Scottsdale Rd., Thunderbird Rd. to Doubletree Ranch Rd. Salt River, 19th Ave. to I-10 at approximately 30th St. alignment San Francisco Canal, 48th St. to University Dr. 48th St., Arizona Canal to McDowell Rd. Extension from the Arizona Canal to Indian School Rd. 48th St., Baseline Rd. to 48th St. Drain North bank of Salt River, McClintock Dr. to Price Rd. Salt River, Price Rd. to McKellips Rd. Salt River, SR-143 to McClintock Dr. Camelback Rd., 64th St. to 68th St; Lafayette Blvd., 64th St. to 68th St. Between Hayden Rd. and Scottsdale Rd., Indian Bend Rd. to Salt River at SR-202L Between Osborn Rd. and Thomas Rd., 60th St. to Ind. Bend Wash at 76th St. and Earll Dr. Oak Street, 58th St. to Indian Bend Wash Town of Guadalupe (Various Basins) West side of I-10, between Guadalupe Rd. and Baseline Rd. I-10, Elliot Rd. to 1/4 mi. south of Warner Rd.; I-10 and 1/4 mi. south of Warner Rd. Rural Rd., 1/2 mi. south of Guadalupe Rd. to 1/2 mi. south of Warner Rd. (Hanger Park) SR-101L (Price), Salt River to 1/2 mi. south of Guadalupe Rd. (Carriage Lane Park) Mclellan Rd. alignment, Tempe Canal at Alma School Rd. to the Salt River SR-202L and 48th St. SR-202L to Pecos Rd. 1/2 mi. west of Kyrene Rd., to I-10, south to the Gila Drain floodway Area bounded by Ray Rd. (N), Pecos Rd. (S), SR-101L (W), Arizona Ave. (E) McQueen Rd. and Queen Creek Rd. Golden Eagle Blvd. and Palisades Blvd. McDowell Rd., Hawes Rd. to Sossaman Rd. alignment Area bounded by McDowell Rd. (N), Hermosa Vista Dr. (S), Spook Hill FRS (W), 90th St. (E) SR-202L, Power Rd. to 1/4 mi. south of Brown Rd.; CAP, SR-202L, north 1 1/2 mi. SR-202L, Power Rd. to 1/4 mi. south of Brown Rd.; CAP, SR-202L, north 1 1/2 mi. Apache Junction FRS to Signal Butte FRS Between Mclellan Rd. and Adobe Rd., Signal Butte FRS to CAP at Ellsworth Rd. Southwest of Signal Butte Rd. and McKellips Rd. McKellips Rd., Crismon Rd. to Signal Butte Rd., south to behind Signal Butte FRS Lost Dutchman Blvd. and Idaho Rd. 64th St. and University Dr. Approximately 1/2 mi. east of Higley Rd., Broadway Rd south for 1/3 mi. to EMF Hawes Rd., Apache Tr. (Main St.) To Emelita Ave. (1/2 mi. north of Southern Ave.) Adobe St. 1/2 mi. east of Greenfield Rd. Between Val Vista Dr. and Sossaman Rd., Brown Rd. to GRIC to the Gila River Approximately Sossaman Rd. alignment and approximately Mclellan Rd. alignment 93rd St. and University Dr. Approximately 96th St. and University Dr. Crismon Rd. and Apache Tr. Northeast corner of Cheshire St. and Southern Ave. Sossaman Rd., Southern Ave. to Guadalupe Rd. (Basin at US-60) Guadalupe Rd., Sossaman Rd. to the EMF at Power Rd. Greenfield Rd. and Ray Rd. Approx. Elliot Rd., approx. Signal Butte Rd. to SR-202L; Crismon Rd. 0.5 mi. north Powerline FRS, southwest to Ray Rd. alignment at GM, to EMF at Sossaman Rd. US-60 and Guadalupe Rd. alignment US-60 and Ray Rd. alignment US-60, Queen Creek Rd. alignment North and East boundaries of Phoenix-Mesa Gateway Airport Rittenhouse Rd., Queen Creek Rd. to the EMF at Pecos Rd. NW corner of Rittenhouse Rd. and Power Rd. Queen Creek, Hawes Rd. to Power Rd. Queen Creek, Recker Rd. to Higley Rd. Sonoqui Wash, Higley Rd.and Ocotillo Rd. to Chandler Heights Rd. and Sossaman Rd. Area bounded by Sundance Tr. / Tom Darl. Dr. (NW), Bloody Bas. Rd. / Tranquil Tr. (SE) Area bounded by 4th St. (Avondale) / Lower Buckeye Rd. / MC-85 Northern Ave., 47th Ave. to 63rd Ave. Meridian Rd., 1/4 mi. south of Baseline Rd. to Elliot Rd., basin east of Meridian Rd. West Camelback Road from 59th Ave. to 75th Ave. NE corner of 23rd Ave. and Roeser Rd.; outlets along Roeser Rd. and Broadway Rd. SE corner of Cloud Rd. and Sossamna Rd.; outlets along Sossman Rd. to Sonoqui Wash Pinnacle Peak Rd. - 89th to 99th Ave.; Rose Garden Ln. from Lake Pleasant Rd. to Agua Fria Area bounded by 64th Ave. and 71st Ave. from south of Van Buren Ave. to Southern Ave. Jackrabbit Trail (195th Avenue), from McDowell Road to Missouri Avenue. Sonoqui Wash, Chandler Heights Rd. to Riggs Rd., and east from Hawes Rd. to Ellsworth Rd. Area from 43rd Avenue to the Salt River between Southern Avenue and Baseline Road North bank on the Salt & Gila Rivers from 91st Ave. to the Agua Fria River. Sol's Wash, from the Highway 93 Interim Bypass Bridge to the Tegner St. Bridge Lafayette Blvd. from Arcadia Dr.to 44th St., and north from Lafayette Blvd. to Colter St. NE corner of 43rd Ave. and Baseline Road SW corner of El Mirage Road and Cactus Road. North side of new Northern Parkway Alignment from Loop 101 Freeway to Dysart Road West of Cotton Ln., extending 4-1/2 miles from approx. Van Buren St. south to the Gila River Two channel branches from 92nd and 96th streets from Shea Boulevard to Sweetwater Ave. Area bounded by Fillmore St. (N), Buckeye Rd. (S), 19th Ave. (W), & Central Ave. (E ) Gila / Salt River, Gillespie Dam to 107th Ave. Year 2004 1991 2008 2002 1981 1991 2011 1988 1998 1998 1991 1986 1985 2001 2000 2003 1975 1987 1988 1993 1969 2002 2002 2005 2009 2002 2010 2009 1979 2008 1988 1984 1987 1987 1988 1992 1998 2004 1990 1989 2001 2001 2001 2001 2001 1977 1989 1992 2007 1968 1967 1968 1969 2008 1997 2010 2006 2009 2008 2002 2010 2011 2010 2012 2011 2011 2012 2011 2013 2013 2009 2011 2009 2014 2014 2014 2014 2015 2015 2015 1985 } I 116 Wi ck enbu rg Are a 1 Â ? v I v I $ c " ! Completed Capital Project Supervisorial District Maricopa County 42 20 1 4 2 5 3 22 v I 3 10 3 District 3 ÿ A 2 Completed Capital Projects Through Fiscal Year 2015 41 42 21 29 30 32 31 110 Sun Val ley Pa r kw ay 10 15 ÿ A 26 16 11 9 7 13 8 Í ? 38 10 7 10 4 19 ¸ 58 ? 51 MC 8 5 12 2 61 59 57 Ð ? 117 52 64 ñ A 68 12 3 54 115 40 10 8 118 55 56 81 82 85 83 84 87 91 89 88 75 66 62 District 5 69 111 114 63 74 65 v I 70 71 73 72 76 Ð ? District 1 $ a " ! 4 5 $ a " ! v I 10 6 95 94 96 97 99 ñ A 78 77 Ñ ? 86 92 93 79 6 We st ern Mari c opa 60 67 53 $ a " ! 28 12 1 14 37 39 27 45 46 47 48 49 50 80 36 18 112 34 35 10 5 17 12 $ a " ! 33 12 0 District 2 43 44 24 23 25 119 District 4 ß A 22 90 10 2 10 0 10 1 10 9 98 113 j A Ü