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April 6, 2022 S2021025 Page 1 of 1 Report to the Board of Supervisors Prepared by the Maricopa County Planning and Development Department Board Hearing Date: April 6, 2022 Case #/Title: S2021025 – Zanjero Trails Parcel 31D Supervisor District: 4 Applicant/Owner: HilgartWilson, LLC / Maricopa Water District Request: Replat of Zanjero Trails Parcel 31D for Parcel 31, which comprises 106 residential lots and 11 tracts in the R1-6 RUPD PAD zoning district Site Location: Generally located Approx. 1,100 ft. west of the SWC of Glendale Avenue and Perryville Road, in the Buckeye area Site Size: Approximately 29 acres County Island Status: No Additional Comments: Staff considers this replat to be in substantial conformance with the approved Zanjero Trails Parcel 31 Preliminary Plat (S2021003) and associated Infrastructure Plat (S2021027). The applicant has routed a copy of the plat to all the municipalities within three miles of the subject property and to all intended utility providers. There were no objections to the request raised by any of these agencies. The plat meets all applicable subdivision regulations and zoning regulations of the R1-6 RUPD PAD (Z2005031 & Z2016072). Recording fees will be furnished at the time of plat recordation. All requirements of the Maricopa County Department of Transportation, the Maricopa County Environmental Services Department, the Flood Control District of Maricopa County, and the Drainage Review Division of the Maricopa County Planning and Development Department have been met. Recommendation: Approval Presented by: Sean Watkins, Planner Reviewed by: Darren Gerard, AICP, Planning Manager Attachments: Letter to the Board of Supervisors (1 page) Reduction of Replat (7 pages) Narrative Report (10 pages) ADWR Certificate (3 pages) 2141 East Highland Avenue, Suite 250 ▪ Phoenix, Arizona 85016 ▪ 602-490-0535 1 of 1 August 4, 2021 Maricopa County Board of Supervisors 301 W. Jefferson, 10th Floor Phoenix, AZ 85003 RE: Re-Plat of Zanjero Trails Infrastructure Plat – Zanjero Trails Parcel 31D HILGARTWILSON Project No.: 2194 Dear Board, This letter is to request the approval of the Re-Plat of Zanjero Trails Infrastructure Plat – Zanjero Trails Parcel 31D. This parcel is being subdivided by: SBH ZANJERO TRAILS L.P. 6720 N. Scottsdale Road, Suite 250 Scottsdale, AZ 85253 The plat was prepared by: HILGARTWILSON, LLC RLS# 32222: Brian J. Benedict This project is within 3 miles of the City of Buckeye, the City of Goodyear and the City of Glendale and the plat has been provided to them. Thank you, Diego Ortiz, P.E. Respectfully Submitted, HILGARTWILSON, LLC P: 602.490.0535 / F: 602.368.2436 www.hilgartwilson.com 2141 E. HIGHLAND AVE., STE. 250 PHOENIX, AZ 85016 ’ RE-PLAT OF ZANJERO TRAILS INFRASTRUCTURE PLAT - ZANJERO TRAILS PARCEL 31D MARICOPA COUNTY, ARIZONA CASE NUMBER S2021025 “ ” “ ” 2/11/22 P: 602.490.0535 / F: 602.368.2436 www.hilgartwilson.com 2141 E. HIGHLAND AVE., STE. 250 PHOENIX, AZ 85016 2/11/22 P: 602.490.0535 / F: 602.368.2436 www.hilgartwilson.com 2141 E. HIGHLAND AVE., STE. 250 PHOENIX, AZ 85016 2/11/22 P: 602.490.0535 / F: 602.368.2436 www.hilgartwilson.com 2141 E. HIGHLAND AVE., STE. 250 PHOENIX, AZ 85016 2/11/22 P: 602.490.0535 / F: 602.368.2436 www.hilgartwilson.com 2141 E. HIGHLAND AVE., STE. 250 PHOENIX, AZ 85016 2/11/22 P: 602.490.0535 / F: 602.368.2436 www.hilgartwilson.com 2141 E. HIGHLAND AVE., STE. 250 PHOENIX, AZ 85016 2/11/22 P: 602.490.0535 / F: 602.368.2436 www.hilgartwilson.com 2141 E. HIGHLAND AVE., STE. 250 PHOENIX, AZ 85016 2/11/22 RE - PLAT NARRATIVE FOR ZANJERO TRAILS - PARCEL 31D SOUTHWEST CORNER OF THE GLENDALE AVENUE ALIGNMENT AND PERRYVILLE ROAD ALIGNMENT MARICOPA COUNTY, ARIZONA CASE #S2021025 REFERENCE #S2021003, #Z2005031, #Z2016072 & #Z2021056 July 23, 2021 Revised: October 18, 2021 Prepared For: SBH Zanjero Trails LP 6720 N Scottsdale Road, Suite 250 Scottsdale, Arizona 85253 Prepared by: HILGARTWILSON 2141 E. Highland Avenue, Suite 250 Phoenix, AZ 85016 Phone: (602) 490-0535 ZANJERO TRAILS – PARCEL 31D Re - Plat Narrative Table of Contents 1.0 PURPOSE OF REQUEST .............................................................................................................. 1 2.0 DESCRIPTION OF PROPOSAL ..................................................................................................... 1 4.0 RELATIONSHIP TO SURROUNDING PROPERTIES ...................................................................... 3 5.0 LOCATION AND ACCESSIBILITY .................................................................................................. 3 4.1 Circulation .......................................................................................................................... 3 4.1.1 Vehicular ............................................................................................................................. 3 4.1.2 Ultimate Roadway Network ............................................................................................... 4 4.2 Pedestrian .......................................................................................................................... 4 5.0 DEVELOPMENT SCHEDULE ........................................................................................................ 4 6.0 COMMUNITY FACILITIES AND SERVICES ....................................................................................5 6.1 Schools ............................................................................................................................... 5 6.2 Recreational Amenities ...................................................................................................... 5 6.3 Parcel Amenities ................................................................................................................. 5 6.4 Police and Fire Protection ................................................................................................. 5 7.0 PUBLIC UTILITIES AND SERVICES .............................................................................................. 5 7.1 Water Facilities ................................................................................................................... 6 7.2 Wastewater Facilities ......................................................................................................... 7 7.3 Dry Utilities ......................................................................................................................... 7 7.4 Drainage ............................................................................................................................. 7 TABLES TABLE 1 – Approved R1-6 RUPD PAD Development Standards Comparison Page 1 1.0 PURPOSE OF REQUEST Zanjero Trails – Parcel 31 (the Project, Property, or Site), part of Zanjero Trails Development Master Plan (DMP), is a proposed single family residential subdivision located on approximately 137 gross acres. The Project area is generally situated at the southwest corner of the Glendale Avenue alignment and Perryville Road alignment in unincorporated Maricopa County. Refer to the Vicinity Map in the cover sheet for Project location. The Project is located in unincorporated Maricopa County and is a part of Development Master Plan (DMP 2018005), approved by the Board of Supervisors on December 12, 2018 and Residential Unit Plan of Development (RUPD) and Commercial Unit Plan of Development (CUPD) Rezone with Planned Area Development (PAD) overlay (Case #’s Z2005031 and Z2016072), approved by the Board of Supervisors dated February 21, 2007 and February 15, 2017 respectively. It should be noted that a portion of the Zanjero Trails - Parcel 31 (Parcel 31- E), approximately 8.7 acres located at the southwest corner of the intersection of Perryville Road and Glendale Avenue, is currently a part of Parcel 30 zoned as Rural Zoning District (RU- 43). This portion of the Project is currently going through a rezone process to include this area as part of Parcel 31 and change the zoning from Rural Zoning District (RU-43) to Single-Family Residential Zoning District (R1-6) (Case #Z2021056). A preliminary plat complying the rezone and associated stipulations has been submitted to the Planning and Zoning Commission. This narrative is for Parcel 31D of Zanjero Trails – Parcel 31. Zanjero Trails - Parcel 31 consists of final plats for parcels 31B, 31C, 31D, and 31E as well as an infrastructure plat. The infrastructure plat will define the parcel boundaries and dedicate the required easements and half street right-of-way for Perryville Road (Minor Arterial) fronting the eastern boundary of the Project and the northern half street right-of-way for Glendale Avenue (Arterial), from the intersection of the proposed Perryville Road alignment to the east, where it will connect to the current termination point of Glendale Avenue. Note that the fronting half street of the Glendale Avenue towards the northern boundary of the Project will not be constructed as a part of this development as it is not needed to serve this site and would lead to a dead end that would not serve any other developments in the area. The final plat for Parcel 31D will be a re-plat of the infrastructure plat. The table below provides number of lots and tracts for the Parcel 31D final plat: Parcel Summary Parcel Use Minimum Lot Width Minimum Lot Area Typical Lot Size # of Lots # of Tracts 31D R1-6 RUPD PAD 55.73’ 7,800 sq. ft. 65’X125’ 106 11 2.0 DESCRIPTION OF PROPOSAL This narrative is for the final plat of Parcel 31D of Zanjero Trails – Parcel 31. The plat will identify the perimeter boundary, rights-of-way, public utility easements (PUEs), site visibility triangles, vehicular non-access easements, and lots within the plat. The final plat for Parcel 31D will be a re-plat of the parcel defined on the Infrastructure Plat of Zanjero Trails - Parcel 31. The development of the Project will comply with the preliminary plat (Case #S2021003). Zanjero Trails Parcel 31D is included within Zanjero Trails Parcel 31 RUPD PAD Overlay Zone (Z2005031 and Z2016072). Refer to Table 1 – R1-6 RUPD Development Standards Comparison below for specific development regulations compared to the base zoning district. Page 2 Table 1 – R1-6 RUPD PAD Development Standards Comparison Items in bold are changes from the base zoning REGULATION BASE ZONING DISTRICT REGULATIONS (R1-6) CURRENT ZONING DISTRICT REGULATIONS (R1-6 RUPD PAD) Max. Height 30' or 2 stories 30' or 2 stories Min. Front Yard 20' 20' *(1) Min. Side Yard 5' 5' Min. Street-side Yard 10' 10' Min. Rear Yard 25' 15' Lot Area (min) 6,000 sq. ft. 6,000 sq. ft. Min. Lot Width 60' 53' Lot Area per Dwelling Unit (min) *(2) 6,000 sq. ft. 6,500 sq. ft. Max. Lot Coverage 50% 50% Parking Spaces 2/du 2/du Max. Privacy Wall Height 6' 6' privacy wall w/ max. 7' column above a max. 3' retaining wall Maximum Height of Subdivision Monument 6' 10' Primary 6'-8" Secondary Maximum Subdivision Sign Area (sign area as defined by MCZO 1408.1) 32 sq. ft., 6' high with the base at least 1/2 the width 70 sq. ft. Primary *(3) 24 sq. ft. Secondary *(3) Notes: (1) Front yard setback may be reduced to 10' for side entry garages or forward living spaces. (2) Lot Area per D.U. =total area of lots and open spaces, excluding all public and private streets, divided by the total number of lots. This shall only apply to single family residential lots. (3) Maximum Primary and Secondary Sign Area includes logo. The proposed improvements for Parcel 31E will dedicate a 2-foot sewer easement behind the 8-foot PUE for the installation of the sewer service valve per the agreement between the developer and the utility service provider and will be identified in the plat. All of the proposed residential lots within the Parcel 31E development will allocate two standard parking spaces in the garage and will be designed to meet the MCZO standard of 9’ x 18’ per space. Page 3 3.0 RELATIONSHIP TO SURROUNDING PROPERTIES Zanjero Trails – Parcel 31 is bound by undeveloped desert land owned by the Maricopa County Water District to the north and east. The Project is fronted by the Glendale Avenue alignment to the north and the Perryville Road alignment to the east. The Beardsley Canal lies immediately to the west as well as the White Tanks Flood Retarding Structure No.3. Canyon View High School lies to the South of the Project. Parcel 31D is bound by future Parcel 31E to the north, future Parcel 31C to the south, the Perryville Road alignment to the east and the Beardsley Canal to the west. Refer to the attached Vicinity Map in the cover sheet. 4.0 LOCATION AND ACCESSIBILITY The infrastructure plat will dedicate the required easements and half street right-of-way for Perryville Road (Minor Arterial), the northern half street right-of-way for Glendale Avenue (Arterial), from the intersection of the proposed Perryville Road alignment to the east, where it will connect to the current termination point of Glendale Avenue, as well as the southern fronting half street right-of-way for Glendale Avenue. The main traffic access to Parcel 31 is provided from Perryville Road with three access locations all along Perryville Road. One from Glendale Avenue via Lamar Road and other two locations north from Bethany Home Road to the south of the Project via Marlette Avenue and Sierra Vista Drive respectively. The Loop 303 freeway is located approximately 3.0 miles east and will serve as an important transportation corridor for Zanjero Trails – Parcel 31. Interstate 10 lies approximately 4.5 miles to the south and will provide connection to downtown Phoenix. Parcel 31D will have primary access via West Sierra Vista Drive serving as an entry road extending from North Perryville Road along the Project’s eastern boundary. Secondary access may be obtained either through West Marlette Drive located south within Parcel 31B, or West Lamar Road located north within Parcel 31E. It should be noted that all four parcels within Zanjero Trails – Parcel 31 are to be developed at the same time. In the event that one of the Parcels is developed earlier than the other, a temporary easement will be provided. 4.1 Circulation 4.1.1 Vehicular A Traffic Impact Study (TIS) for Zanjero Trails – Parcel 31 has been prepared by CivTech, dated August 2021. The TIS analyzes the impacts of the Zanjero Trails - Parcel 31 proposed land use plan on the transportation network in the vicinity of the site. According to the TIS, the Project is anticipated to generate an estimated total of 3,910 daily trips when fully developed. This traffic disperses in such a way that it can be adequately accommodated by the internal and connecting arterial system. The TIS determines the number of lanes required at Project build-out for major streets serving the development and provides recommendations related to traffic signage, signalization, and turn movements. Below is a summary of the recommended improvements to the connecting roadway system in conjunction with the Zanjero Trails – Parcel 31 development. Page 4 4.1.2 Ultimate Roadway Network • Primary access to the community will be provided from the Perryville Road alignment at three proposed locations: One south from Glendale Avenue and two north of Bethany Home Road to the south of the Project. • Fronting half-street improvements to Perryville Road will be constructed from just north of Bethany Home Road and connect with Glendale Avenue. This will be developed as an urban minor arterial street per the MCDOT Roadway Design Manual. • The fronting half street of Glendale Avenue, from the Beardsley Canal to the proposed Perryville Road Alignment, as well as the northern half street of Glendale Avenue, from the intersection from the proposed Perryville Road alignment to the current termination point of Glendale Avenue, will be constructed as part of the Project. This half-street along Glendale Avenue will be developed as an arterial street per the MCDOT Roadway Design Manual. • All internal roadways will be designed PER MCDOT Roadway Design Standards. The proposed local streets will have 50-feet of right-of-way and an attached sidewalk. • Entry roads are proposed to have a 70-feet right-of-way with a 10-foot landscape median and attached sidewalk. • Traffic signals is recommended at the intersection of Perryville Road and Bethany Home Road in order to effectively move traffic volumes. • A traffic signal should not be installed until one or more of the traffic signal warrants of the Manual on Uniform Traffic Control Devices are met. 4.2 Pedestrian Sidewalks on both sides of local and fronting arterial street right-of-ways will provide pedestrian circulation. On arterial streets, the pedestrian paths/sidewalks will be set back from the curb and gutter and buffered by a landscape strip to separate the various modes of transportation, i.e., auto, bicycle, pedestrian. Pedestrian circulation will also be accommodated by sidewalks on all residential streets providing connections between the park site, open spaces, and neighborhood. 5.0 DEVELOPMENT SCHEDULE As previously mentioned, the Project will be split into four single-family residential parcels which are all to be developed at the same time. Parcel 31D is one of the four parcels within the overall Zanjero Trails – Parcel 31 development. In the event that the construction of any of the parcels is to be phased so they are not constructed all together, interim infrastructure would be provided so that each parcel can “stand alone” during the interim condition while the rest of the parcels catch up. Page 5 6.0 COMMUNITY FACILITIES AND SERVICES All necessary community facilities to service the Project, such as parks and amenities, will be provided by the development. 6.1 Schools Zanjero Trails is located entirely within the Litchfield Elementary and Agua Fria Union High School District’s Jurisdictional boundaries. The Project will be served by the Agua Fria High School District High School located south of the Property. 6.2 Recreational Amenities This parcel will reserve ample open space and will share a central 3.6-acre community park and common area with Parcel 31C. Given the central location of the two parcels, this park will be the biggest within the community and will serve as a core recreation area that will encourage meaningful interactions amongst residents. Community open space and recreational areas will be constructed concurrently with the rest of the community in order to be enjoyed by future residents and used as a selling feature of the community. 6.3 Parcel Amenities Parcel Parks will be located in strategic open space areas where they may be most easily accessed by homeowners. Parcel Parks will include improvements such as pathways, playgrounds, ramadas, and useable turf areas. These parks are intended to be more heavily used by residents of the development for active play and gatherings. Passive Parks will be located in open spaces that serve as retention areas and connections throughout the development. Passive Parks will include improvements such as pathways and useable turf areas. 6.4 Police and Fire Protection Zanjero Trails - Parcel 31 is located within the Maricopa County Sherriff’s Office (MCSO) service area. The nearest Maricopa County Sheriff’s Department office are District Facility III, located at the southeast corner of Dysart and Bell Roads and District Facility II, located at the northeast corner of Dysart and Van Buren. Zanjero Trails – Parcel 31 is located within the Buckeye Valley Fire District service area for fire service. Will serve letter has been obtained from Buckeye Fire District and will be included with the submittal. 7.0 PUBLIC UTILITIES AND SERVICES All necessary utilities to serve the Project are currently available or will be brought to the site during development. Utilities and services for the Project will be provided by the following providers. A utility commitment table is provided below listing each of the utility providers: Page 6 Utility Commitment Table Utility Provider Water EPCOR Water Sewer Liberty Utilities Electric APS Telephone Century Link Gas Southwest Gas Company Cable TV Cox Communications Police Maricopa County Sheriff's Department Fire Buckeye Valley Fire District Refuse Waste Management School District Litchfield Elementary School District Agua Fria Union High School District 7.1 Water Facilities The Project is located within EPCOR Water’s Certificate of Convenience and Necessity (CCN) for water service and is within Zone 2 of EPCOR’s Agua Fria District. The Project will be served by EPCOR’s Water Plant #12, located approximately 2.5 miles southeast of the Project, south of Camelback Road and east of Citrus Road. Water Plant #12 serves two pressure zones, Zone 1 and Zone 2, with two separate trains of booster pumps for each zone. The Project will be served by the Zone 2 pumps which will ultimately include five pumps, each having a flow of 1,500 gpm and a total dynamic head of 243 feet (approximately 105 psi). Water Plant #12 also contains one 1.5 MG storage reservoir, and the site has room for an additional two storage reservoirs of the same size for a projected ultimate build-out storage capacity of 4.5 MG. Existing water infrastructure within the Project vicinity includes 12-inch water lines along the Perryville Road alignment (east of the Project) and Perryville Road immediately to the southeast boundary of the Project adjacent to Canyon View High School extending northwest from Bethany Home Road. Water improvements for the Project will include a 12-inch water line extending along Perryville Road adjacent to the eastern boundary of the Project and an internal network of looped 8-inch water lines. This 12-inch line extends further north along the northern half-street of Glendale Avenue, which will be constructed as part of this development. This proposed 12-inch water main will have two points of connection to the existing 12-inch water line along Glendale Avenue and Perryville Road. Note that there will be no extension of the water line along the fronting half-street of Glendale Avenue; however, a stub will be provided for an extension to serve future development. Page 7 7.2 Wastewater Facilities The Project is located within Liberty Utilities’ (Litchfield Park Service Company) CC&N for wastewater service. The site was also previously added to Liberty’s MAG 208 area to treat wastewater flows through a MAG 208 Amendment for an area known as the Northwest Group territory. Wastewater flows from the Project will be routed to Liberty’s Palm Valley Water Reclamation Facility (WRF), located along McDowell Road and west of Litchfield Road, for treatment. The Palm Valley WRF has a treatment capacity of approximately 4.1 MGD and is currently being expanded for increased treatment capacity. The closest wastewater infrastructure within the Project vicinity consists of an existing 8-inch gravity sewer main along the Perryville Road Alignment southeast of the Project. The 8-inch sewer main ties into an 18-inch sewer main which then upsizes to 21-inch and then a 24-inch regional sewer main as it routes wastewater flows to the Palm Valley Water Reclamation Facility. The Project will be served by an internal network of proposed 8-inch onsite gravity sewer mains. These mains will generally route flows from each parcel and tie into an 8-inch gravity sewer main along Perryville Road. 7.3 Dry Utilities Utility services to Zanjero Trails – Parcel 31 will include: phone service by CenturyLink or Cox Communications, natural gas service by Southwest Gas, electrical service by APS and cable television by CenturyLink or Cox Communications. Will serve letters will be provided from each. 7.4 Drainage The area surrounding the Project generally slopes to the southeast. The Project is located within the regional Loop 303/White Tanks Area Master Drainage Plan Update study area. The White Tanks Flood Retarding Structure #3 (FRS No. 3) is located southwest of the Project, the FRS No. 3 Outfall Channel is adjacent to the western boundary. Both the FRS No. 3 and the Outfall Channel intercepts all flows coming from the White Tank Mountains located to the northwest and eliminates regional offsite flows from reaching the western boundary of the Project. Drainage areas north of the Project site flow to the southeast towards the Perryville Road Wash located east of the site. More specifically, the offsite flows generated north of the Project are produced by the undeveloped desert land between the Glendale Avenue alignment and Northern Avenue alignment. The Glendale Avenue alignment currently has a dirt road with an elevated profile. As a result, localized offsite flows generated north of the roadway alignment are directed eastward towards the Perryville Road Wash before causing any impact to the northern boundary of the Project. The Project will propose a culvert crossing along Glendale Avenue alignment as a part of Glendale Avenue improvements to allow for the runoff conveyed by the Perryville Road Wash to continue southward similar to the existing conditions. The elevations of the roadway will remain at a similar elevation to allow for the existing drainage pattern to be maintained. HILGARTWILSON will be going through the CLOMR/LOMR process to revise the floodplain at the Glendale Avenue crossing based upon the proposed culvert. The CLOMR/LOMR will also propose a temporary detention basin, north of the Glendale Avenue alignment to reduce the flow crossing the roadway and the appropriate culvert size will be determined. This CLOMR/LOMR will be independent of the Zanjero Trails Parcel 31 plan review process and approvals. No offsite flows impact the eastern boundary as this area slopes towards the southeast. Page 8 Onsite flows will be conveyed to retention basins throughout the Project in appropriate locations. Retention volume equivalent to the 100-year, 2-hour storm runoff will be provided for all developed portions of the Project. Retention basins will generally be designed such that the total depth is 4 feet, with 3 feet of storage and an additional foot of freeboard, and will dewater within the 36-hour limit. Additional safety measures will be implemented if retention basins exceed the maximum slope and depth. Existing flow patterns will be maintained, while offsite flows will not be comingled with onsite flows. All drainage design for the Project will be in conformance with the Planning and Development standards for Maricopa County and Section 1205 of the Maricopa County Zoning Ordinance. Via Electronic and Certified Mail January 3, 2021 HilgartWilson 2141 E Highland Ave, Suite 250 Phoenix, AZ 85016 Re: Certificate of Assured Water Supply Zanjero Trails Parcel 31 DWR File No. 27-701199.0000 Dear Mr. Ortiz: The Arizona Department of Water Resources (Department) has determined that the criteria for an Assured Water Supply pursuant to A.R.S. § 45-576 and A.A.C. R12-15-701 et seq. have been met, and therefore the Director has decided to issue Certificate of Assured Water Supply No. 27-701199.0000, attached. EPCOR - Agua Fria will provide water to the subdivision. The source of supply will be groundwater. The annual estimated water demand of the subdivision is 182.75 acre-feet per year for 422 lots, and the groundwater allowance for the subdivision for the 100-year period is 182.75 acre-feet. Pursuant to A.R.S. § 45-578(F), the total projected average annual replenishment obligation at build-out for each plat under the Certificate is 180.93 acre-feet per year. The Department suggests you record your Certificate of Assured Water Supply in the appropriate county recorder’s office. This will provide you with a permanent public record of the Certificate. This determination is applicable only to the persons or entities specified on the Certificate and for the plat reviewed by the Department, including non-material plat changes pursuant to A.A.C. R12-15-708. Pursuant to A.R.S. § 41-1092.03, the Director’s determination and decision to issue the Certificate is an appealable agency action. You are entitled to appeal this action. If you wish to appeal this action, you must file a written appeal within thirty (30) days from receipt of this letter. A summary of the appeal process and an appeal form are attached, should you elect to pursue this option. Sincerely, David L. McKay Manager, AAWS & Recharge Permitting DLM/evs of 1110 West Washington Street, Suite 310 Phoenix, Arizona 85007 602.771.8500 Director Governor Page 2 Subdivision Name: Zanjero Trails Parcel 31 File Number: 27-701199.0000 CC: Via Electronic Mail: CAGRD Arizona Department of Real Estate Arizona Corporation Commission Arizona Department of Environmental Quality Arizona State Land Department STATE OF ARIZONA DEPARTMENT OF WATER RESOURCES CERTIFICATE OF ASSURED WATER SUPPLY This is to certify that Maricopa County Municipal Water Conservation District Number One, a political subdivision of the State of Arizona, Owner, ha met the requirements of A.R.S. §§ 45-576 and A.A.C.R12-15-701 et. seq., and By powers vested in the Director of the Arizona Department of Water Resources by the State of Arizona, and subject to the conditions contained in A.A.C. R12-15-701 et seq., issued this Certificate of Assured Water Supply for Zanjero Trails Parcel 31 Township 2 North, Range 2 West, Section 4, 9 GSRB&M Maricopa County, PHOENIX AMA The referenced subdivision consists of 422 lots as described in the preliminary plat on file with the Department, and has an estimated water demand of 182.75 acre-feet per year. The subdivision will be served groundwater by EPCOR - Agua Fria. This Certificate is invalid as to any entity not named above. This Certificate may be assigned pursuant to A.A.C. R12-15-705. Certificate Number: 27-701199.0000 TYPE A CERTIFICATE ARIZONA DEPARTMENT OF WATER RESOURCES ____________________________________________ _________________________ Program Manager Date