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April 6, 2022
S2021022
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:
S2021022 – Zanjero Trails Parcel 31B
Supervisor District:
4
Applicant/Owner:
HilgartWilson, LLC / Maricopa Water District
Request:
Replat of Zanjero Trails Parcel 31B for Parcel 31, which
comprises 103 residential lots and 9 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 27.3 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 (6 pages)
Narrative Report (9 pages)
ADWR Certificate (3 pages)
2141 East Highland Avenue, Suite 250 ▪ Phoenix, Arizona 85016 ▪ 602-490-0535
1 of 1
July 20, 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 31B
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
31B.
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 31B
MARICOPA COUNTY, ARIZONA
CASE NUMBER S2021022
“
”
“
”
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 31B
SOUTHWEST CORNER OF THE GLENDALE AVENUE ALIGNMENT AND
PERRYVILLE ROAD ALIGNMENT
MARICOPA COUNTY, ARIZONA
CASE #S2021022
REFERENCE #S2021003,
#Z2005031, #Z2016072 &
#Z2021056
July 16, 2021
Revised: October 15,
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 31B
Re - Plat Narrative
Table of Contents
1.0
PURPOSE OF REQUEST .............................................................................................................. 1
2.0
DESCRIPTION OF PROPOSAL ..................................................................................................... 1
3.0
RELATIONSHIP TO SURROUNDING PROPERTIES ....................................................................... 2
4.0
LOCATION AND ACCESSIBILITY .................................................................................................. 3
4.1 Circulation……………………………………………………………………………………………………………. 3
4.1.1 Vehicular ............................................................................................................................. 3
4.1.2
Ultimate Roadway Network ............................................................................................... 3
4.2
Pedestrian .......................................................................................................................... 4
5.0
DEVELOPMENT SCHEDULE ........................................................................................................ 4
6.0
COMMUNITY FACILITIES AND SERVICES ....................................................................................4
6.1
Schools ............................................................................................................................... 4
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 ......................................................................................................... 6
7.3
Dry Utilities ......................................................................................................................... 6
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 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 31B of Zanjero Trails – Parcel 31. Zanjero Trails - Parcel 31 consists
of final plats for parcel 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 31B will be a re-plat of the
infrastructure plat. The table below provides number of lots and tracts for the Parcel 31B final
plat:
Parcel Summary
Parcel
Use
Minimum
Lot Width
Minimum
Lot Area
Typical Lot
Size
# of
Lots
# of
Tracts
31B
R1-6 RUPD PAD
53’
6,360 SF
53’X120’
103
9
2.0
DESCRIPTION OF PROPOSAL
This narrative is for the final plat of Parcel 31B 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
31B 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 31B 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 31B 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 31B 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.
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 31B is bound by future parcel 31C to the north, Canyon View High School to the south,
Perryville Road Alignment to the east and the Beardsley Canal to the west. Refer to the
attached Vicinity Map in the cover sheet.
Page 3
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 31B will have primary access from Marlette Avenue extending from North Perryville
Road along the Project’s eastern boundary. Secondary access may be obtained from West
Sierra Vista Drive located north within parcel 31C connecting to North Perryville Road. It should
be noted that all the four parcels within Zanjero Trails Parcel – 31 are to be developed at the
same time, in the event if one of the Parcel 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.
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 connects with
Glendale Avenue. This will be developed as an urban minor arterial
street per the MCDOT Roadway Design Manual.
Page 4
•
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 arterial street right-of-ways will provide pedestrian
circulation. On arterial street, 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 neighborhoods.
5.0
DEVELOPMENT SCHEDULE
As previously mentioned, the Project will be split into 4 single-family residential parcels which
are all to be developed at the same time. Parcel 31B is one of 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.
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.
Page 5
6.2
Recreational Amenities
The parcel will reserve ample open space with a shared amenity area designed for
residents. Parcel 31B will feature a 2.5-acre park that will provide a core for shared
activities to encourage interactions amongst the 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:
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
Page 6
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 line connecting the existing 12-inch line along Perryville Road.
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.
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 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 by Southwest Gas, electrical by APS and cable
television by CenturyLink or Cox Communications. Will serve letters will be provided
from each.
Page 7
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 and the FRS No. 3 Outfall Channel is adjacent to the western
boundary. Both the FRS No. 3 and the Outfall Channel intercept 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 the 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.
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