SRV8306 Model Report Text 1.Pdf

Total Page:16

File Type:pdf, Size:1020Kb

SRV8306 Model Report Text 1.Pdf ARIZONA DEPARTMENT OF WATER RESOURCES REGIONAL GROUNDWATER FLOW MODEL OF THE SALT RIVER VALLEY PHOENIX ACTIVE MANAGEMENT AREA MODEL UPDATE AND CALIBRATION ADAM FREIHOEFER, DALE MASON, PHILIP JAHNKE, LISA DUBAS, AND KADE HUTCHINSON HYDROLOGY DIVISION MODELING REPORT NO. 19 APRIL 2009 Table of Contents ABSTRACT ....................................................................................................................................................... VI 1.0 INTRODUCTION ..........................................................................................................................................1 1.1 OBJECTIVE AND SCOPE............................................................................................................................1 1.2 PROJECT SETTING....................................................................................................................................2 1.3 PREVIOUS INVESTIGATIONS.....................................................................................................................2 2.0 UPDATED REGIONAL GROUNDWATER FLOW SYSTEM CONCEPTUAL MODEL ...................3 2.1 GEOLOGIC INTERPRETATION .........................................................................................................................3 2.2 HYDRAULIC PROPERTIES...............................................................................................................................5 2.3 SYSTEM INFLOW............................................................................................................................................6 2.3.1 Underflow..............................................................................................................................................6 2.3.2 Natural Recharge ...................................................................................................................................6 2.3.3 Incidental Recharge ...............................................................................................................................7 2.4 SYSTEM OUTFLOW ........................................................................................................................................9 2.4.1 Underflow..............................................................................................................................................9 2.4.2 Pumpage ................................................................................................................................................9 2.4.3 Evapotranspiration.................................................................................................................................9 2.5 CONCEPTUAL WATER BUDGET....................................................................................................................10 2.6 ESTIMATES OF GROUNDWATER IN STORAGE ...............................................................................................11 3.0 DESCRIPTION OF NUMERICAL GROUNDWATER FLOW MODEL .............................................11 3.1 MODELING APPROACH ................................................................................................................................11 3.2 MODFLOW PACKAGES..............................................................................................................................13 3.3 BOUNDARY CONDITIONS.............................................................................................................................15 3.4 MODEL DATA DEVELOPMENT .....................................................................................................................15 3.4.1 Water Levels........................................................................................................................................16 3.4.2 Aquifer Parameters..............................................................................................................................16 3.4.3 Pumpage ..............................................................................................................................................18 3.4.4 Evapotranspiration...............................................................................................................................18 3.4.5 Streamflow Routing and Groundwater / Surface-Water Interactions..................................................19 3.4.6 Natural Recharge .................................................................................................................................19 3.4.7 Incidental Recharge .............................................................................................................................20 4.0 CALIBRATION ...........................................................................................................................................22 4.1 MODEL CALIBRATION PROCESS ..................................................................................................................22 4.2 CALIBRATION CRITERIA AND MODEL ERROR..............................................................................................23 4.3 CALIBRATION TARGETS ..............................................................................................................................25 4.4 TRANSIENT CALIBRATION ...........................................................................................................................27 4.4.1 Calibration - Agricultural Recharge ....................................................................................................27 4.4.2 Calibration - Other Recharge Sources .................................................................................................27 4.4.3 Hydraulic Conductivity Modifications ................................................................................................28 4.4.3 Model Solver Modifications................................................................................................................29 4.5 TRANSIENT MODEL RESULTS ......................................................................................................................29 4.5.1 Water Levels........................................................................................................................................30 4.5.2 Hydrographs ........................................................................................................................................32 4.5.3 Water Budget.......................................................................................................................................32 4.5.4 Zone Budget ........................................................................................................................................33 5.0 MODEL SUMMARY AND RECOMMENDATIONS..............................................................................35 SELECTED REFERENCES.............................................................................................................................37 Draft Regional Groundwater Flow Model of the Salt River Valley, Simulation and Application i List of Figures Figure 1.1: SRV Active Model Area with Phoenix AMA Figure 1.2: Population Centers within the SRV Figure 2.1: SRV Model Geologic Cross Section Locations Figure 2.2: SRV Model Geologic Cross Sections (A - D) Figure 2.3: SRV Model Geologic Cross Sections (E - G) Figure 2.4: Total Basin Fill Aquifer Thickness (Above 3,000ft BLS) Figure 2.5: Geologic Data Deficient Areas Figure 2.6: Locations of Natural Recharge and Groundwater Underflow Figure 2.7: Locations of Incidental Recharge Figure 3.1: SRV Model Grid (Max. Active Extent) Figure 3.2: SRV Model Simulated Underflow Boundary Conditions Figure 3.3: SRV Model UAU (Layer 1) 1983 Initial Heads Figure 3.4: SRV Model MAU / LAU (Layers 2 & 3) 1983 Initial Heads Figure 3.5: SRV Model Hydraulic Conductivity (Layer 1) Figure 3.6: SRV Model Hydraulic Conductivity (Layer 2) Figure 3.7: SRV Model Hydraulic Conductivity (Layer 3) Figure 3.8: SRV Model Specific Yield (Layer 1) Figure 3.9: SRV Model Specific Yield (Layer 2) Figure 3.10: SRV Model Specific Yield (Layer 3) Figure 3.11: SRV 2006 Model Pumpage Rate Figure 3.12: SRV Model Evapotranspiration (ET) Rate Figure 3.13: SRV Model Streamflow Routing Figure 3.14: SRV Model Mountain Front Recharge Figure 3.15: SRV Model Stream Infiltration Recharge Draft Regional Groundwater Flow Model of the Salt River Valley, Simulation and Application ii List of Figures - Continued Figure 3.16: SRV Model Agricultural Recharge Figure 3.17: SRV Model Artificial Recharge Sites Figure 3.18: SRV Model Canal Recharge Figure 3.19: SRV Model Lake Recharge Figure 3.20: SRV Model Urban Recharge Figure 3.21: SRV Model Turf Recharge Figure 4.1: SRV 2002-2003 Simulated vs. Observed Water Level Contours Figure 4.2: SRV 2002-2003 Simulated minus Observed Weighted Residual Head Error Figure 4.3: Aquifer-Stream Interaction in Stream Package: Flood Year (1993) Figure 4.4: Aquifer-Stream Interaction in Stream Package: Non-Flood Year (2000) Figure 4.5: Groundwater Flux Zones Used to Calculate Internal Flows Draft Regional Groundwater Flow Model of the Salt River Valley, Simulation and Application iii List of Tables Table 1: SRV Conceptual Water Budget Summary 10 Table 2: SRV Model Components 12 Table 3: SRV Model Boundary Summary 15 Table 4: SRV Mountain Front Recharge Summary 19 Table 5: SRV Model Update Weighted Head Residual Summary 31 List of Appendices APPENDIX A Phoenix AMA
Recommended publications
  • CENTRAL ARIZONA SALINITY STUDY --- PHASE I Technical Appendix C HYDROLOGIC REPORT on the PHOENIX
    CENTRAL ARIZONA SALINITY STUDY --- PHASE I Technical Appendix C HYDROLOGIC REPORT ON THE PHOENIX AMA Prepared for: United States Department of Interior Bureau of Reclamation Prepared by: Brown and Caldwell 201 East Washington Street, Suite 500 Phoenix, Arizona 85004 Brown and Caldwell Project No. 23481.001 C-1 TABLE OF CONTENTS PAGE TABLE OF CONTENTS ................................................................................................................ 2 LIST OF TABLES .......................................................................................................................... 3 LIST OF FIGURES ........................................................................................................................ 3 1.0 INTRODUCTION .............................................................................................................. 4 2.0 PHYSICAL SETTING ....................................................................................................... 5 3.0 GENERALIZED GEOLOGY ............................................................................................ 6 3.1 BEDROCK GEOLOGY ......................................................................................... 6 3.2 BASIN GEOLOGY ................................................................................................ 6 4.0 HYDROGEOLOGIC CONDITIONS ................................................................................ 9 4.1 GROUNDWATER OCCURRENCE ....................................................................
    [Show full text]
  • GSA ROCKY MOUNTAIN/CORDILLERAN JOINT SECTION MEETING 15–17 May Double Tree by Hilton Hotel and Conference Center, Flagstaff, Arizona, USA
    Volume 50, Number 5 GSA ROCKY MOUNTAIN/CORDILLERAN JOINT SECTION MEETING 15–17 May Double Tree by Hilton Hotel and Conference Center, Flagstaff, Arizona, USA www.geosociety.org/rm-mtg Sunset Crater is a cinder cone located north of Flagstaff, Arizona, USA. Program 05-RM-cvr.indd 1 2/27/2018 4:17:06 PM Program Joint Meeting Rocky Mountain Section, 70th Meeting Cordilleran Section, 114th Meeting Flagstaff, Arizona, USA 15–17 May 2018 2018 Meeting Committee General Chair . Paul Umhoefer Rocky Mountain Co-Chair . Dennis Newell Technical Program Co-Chairs . Nancy Riggs, Ryan Crow, David Elliott Field Trip Co-Chairs . Mike Smith, Steven Semken Short Courses, Student Volunteer . Lisa Skinner Exhibits, Sponsorship . Stephen Reynolds GSA Rocky Mountain Section Officers for 2018–2019 Chair . Janet Dewey Vice Chair . Kevin Mahan Past Chair . Amy Ellwein Secretary/Treasurer . Shannon Mahan GSA Cordilleran Section Officers for 2018–2019 Chair . Susan Cashman Vice Chair . Michael Wells Past Chair . Kathleen Surpless Secretary/Treasurer . Calvin Barnes Sponors We thank our sponsors below for their generous support. School of Earth and Space Exploration - Arizona State University College of Engineering, Forestry, and Natural Sciences University of Arizona Geosciences (Arizona LaserChron Laboratory - ALC, Arizona Radiogenic Helium Dating Lab - ARHDL) School of Earth Sciences & Environmental Sustainability - Northern Arizona University Arizona Geological Survey - sponsorship of the banquet Prof . Stephen J Reynolds, author of Exploring Geology, Exploring Earth Science, and Exploring Physical Geography - sponsorship of the banquet NOTICE By registering for this meeting, you have acknowledged that you have read and will comply with the GSA Code of Conduct for Events (full code of conduct listed on page 31) .
    [Show full text]
  • The Maricopa County Wildlife Connectivity Assessment: Report on Stakeholder Input January 2012
    The Maricopa County Wildlife Connectivity Assessment: Report on Stakeholder Input January 2012 (Photographs: Arizona Game and Fish Department) Arizona Game and Fish Department In partnership with the Arizona Wildlife Linkages Workgroup TABLE OF CONTENTS LIST OF FIGURES ............................................................................................................................ i RECOMMENDED CITATION ........................................................................................................ ii ACKNOWLEDGMENTS ................................................................................................................. ii EXECUTIVE SUMMARY ................................................................................................................ iii DEFINITIONS ................................................................................................................................ iv BACKGROUND ................................................................................................................................ 1 THE MARICOPA COUNTY WILDLIFE CONNECTIVITY ASSESSMENT ................................... 8 HOW TO USE THIS REPORT AND ASSOCIATED GIS DATA ................................................... 10 METHODS ..................................................................................................................................... 12 MASTER LIST OF WILDLIFE LINKAGES AND HABITAT BLOCKSAND BARRIERS ................ 16 REFERENCE MAPS .......................................................................................................................
    [Show full text]
  • Appendix / Attachment 1A
    ATTACHMENT 1A (Supplemental Documentation to the: Mogollon Rim Water Resource, Management Study Report of Findings) Geology and Structural Controls of Groundwater, Mogollon Rim Water Resources Management Study by Gaeaorama, Inc., July, 2006 GEOLOGY AND STRUCTURAL CONTROLS OF GROUNDWATER, MOGOLLON RIM WATER RESOURCES MANAGEMENT STUDY Prepared for the Bureau of Reclamation GÆAORAMA, INC. Blanding, Utah DRAFT FOR REVIEW 22 July 2006 CONTENTS page Executive Summary…………………………………………………………………………….. 1 MRWRMS ii 1/18/11 Introduction……………………………………………………………………………………... 2 GIS database……………………………………………………………………………………. 5 Faults and fault systems………………………………………………………………………… 6 Proterozoic faults…………………………………………………………………………… 6 Re-activated Proterozoic faults……………………………………………………………... 6 Post-Paleozoic faults of likely Proterozoic inheritance…………………………………….. 7 Tertiary fault systems……………………………………………………………………….. 8 Verde graben system……………………………………………………………………. 8 East- to northeast-trending system……………………………………………………… 9 North-trending system…………………………………………………………………...9 Regional disposition of Paleozoic strata………………………………………………………. 10 Mogollon Rim Formation – distribution and implications……………………………………..10 Relation of springs to faults…………………………………………………………………… 11 Fossil Springs……………………………………………………………………………… 13 Tonto Bridge Spring………………………………………………………………………..14 Webber Spring and Flowing Spring………………………………………………………..15 Cold Spring………………………………………………………………………………... 16 Fossil Canyon-Strawberry-Pine area…………………………………………………………...17 Speculations on aquifer systems……………………………………………………………….
    [Show full text]
  • Summits on the Air – ARM for the USA (W7A
    Summits on the Air – ARM for the U.S.A (W7A - Arizona) Summits on the Air U.S.A. (W7A - Arizona) Association Reference Manual Document Reference S53.1 Issue number 5.0 Date of issue 31-October 2020 Participation start date 01-Aug 2010 Authorized Date: 31-October 2020 Association Manager Pete Scola, WA7JTM Summits-on-the-Air an original concept by G3WGV and developed with G3CWI Notice “Summits on the Air” SOTA and the SOTA logo are trademarks of the Programme. This document is copyright of the Programme. All other trademarks and copyrights referenced herein are acknowledged. Document S53.1 Page 1 of 15 Summits on the Air – ARM for the U.S.A (W7A - Arizona) TABLE OF CONTENTS CHANGE CONTROL....................................................................................................................................... 3 DISCLAIMER................................................................................................................................................. 4 1 ASSOCIATION REFERENCE DATA ........................................................................................................... 5 1.1 Program Derivation ...................................................................................................................................................................................... 6 1.2 General Information ..................................................................................................................................................................................... 6 1.3 Final Ascent
    [Show full text]
  • Incorporated Municipality Highpoints Compiled by Scott
    Maricopa County (AZ) Incorporated Municipality Highpoints Compiled by Scott Surgent, Initial draft: December 4, 2012. There are 24 incorporated towns and cities (municipalities) within Maricopa County. The highpoints of each municipality was determined by referencing http://www.citypopulation.de/php/usa-arizona.php , which shows the boundary of each municipality in detail, then referencing the topographical maps at www.mytopo.com , and carefully matching the boundaries from both sources together. The highpoint is within (or on) the boundaries, and excludes any higher ground within unincorporated county enclaves. Some municipality highpoints have a strong “permanency” since the boundaries are unlikely to grow, or impossible if the municipality is locked in by surrounding municipalities. On the other hand, some municipal boundaries may grow and absorb higher land. A note regarding each municipality highpoint is given at the end. Latitude and longitude coordinates are derived from mytopo.com. Avondale: Unnamed Peak 3,650+ feet, Estrella Mountains Regional Park, N33.294114, W112.32197. Buckeye: Unnamed Peak 3,671 feet, south of White Tank Mountains Regional Park boundary near “Tower Road”, N33.544232, W112.55086. Carefree: Black Mountain 3,398 feet, N33.815126, W111.94119 Cave Creek: Elephant Mountain 3,926 feet, Spur Cross Ranch Conservation Area, N33.895877, W111.98233 Chandler: Spot elevation 1,293 feet, Northwest corner of Val Vista Drive and Hunt Highway at southeast corner of city, N33.204713, W111.75527. El Mirage: Spot elevation 1,168 feet, Southeast corner of Dysart and Greenway Roads, northwest corner of city, N33.623470, W112.34196. Fountain Hills: Inferred elevation 3,180+ feet (20-ft intervals), on southeast ridge of Peak 3804 in the McDowell Mountains, on Fountain Hills-Scottsdale city limits, N33.627723, W111.78733.
    [Show full text]
  • General Monitoring and Discovery Plan for the City of Phoenix, Maricopa County, Arizona
    General Monitoring and Discovery Plan for the City of Phoenix, Maricopa County, Arizona Prepared for City of Phoenix City Archaeology Office Parks and Recreation Department Pueblo Grande Museum 4619 E. Washington Street Phoenix, Arizona 85034 Pueblo Grande Museum Project No. 2017-009 Project Report No. 19-120 Desert Archaeology, Inc. Prepared by: T. Kathleen Henderson Submitted by: Patricia Castalia Desert Archaeology, Inc. 3975 N. Tucson Boulevard Tucson, Arizona 85716 July 31, 2020 ABSTRACT Report Title: General Monitoring and Discovery Plan for the City of Phoenix, Maricopa County, Arizona Project Name: General Monitoring and Discovery Plan Update Project Location: Phoenix, Maricopa County, Arizona Project Sponsor: City of Phoenix Sponsor Project Number(s): None (Pueblo Grande Museum No. 2017-009) Lead Agency: City of Phoenix Other Involved Agencies: Arizona State Historic Preservation Office; Arizona State Museum Applicable Regulations: City of Phoenix Historic Preservation Ordinance (Zoning Ordinance Chapter 8); Arizona Antiquities Act (ARS §41-841 et seq.); Arizona state burial laws (ARS §41-844 and ARS §41-865) Funding Source: City Description of the Project/Undertaking: Provide an updated general monitoring and discovery plan for the city of Phoenix Project Area/Area of Potential Effects (APE): Lands inside the boundary of the city of Phoenix and city-owned facilities that lie outside this boundary; acreage to be established by individual projects conducted under this updated plan Legal Description: To be established by individual
    [Show full text]
  • Geologic Map of the New River SE 7.5' Quadrangle, Maricopa County, Arizona
    Geologic Map of the New River SE 7.5' Quadrangle, Maricopa County, Arizona by Robert S. Leighty and 1Stephen D. Holloway Arizona Geological Survey Open-File Report 98-21 November, 1998 Arizona Geological Survey 416 W. Congress, Suite 100, Tucson, AZ 85701 Includes 25-page text and 1:24,000 scale geologic map. I Department o/Geology, Arizona State University, Tempe, AZ, 85287-1404 This report was supported by the Arizona Radiation Regulatory Agency, with funds provided by the Us. Environmental Protection Agency through the State Indoor Radon Grant Program, the us. Geological Survey via the STATEMAP and EDMAP programs, Arizona State University, and the Arizona Geological Survey. This report is preliminary and has not been edited or reviewed for conformity with Arizona Geological Survey standards INTRODUCTION The New River SE 7.S-minute Quadrangle is located in the northern fringe of the Phoenix metropolitan area and is bordered by Biscuit Flat to the west, the Union Hills to the south, Paradise Valley to the southeast, and the New River and New River Mesa areas to the north (Figure 1). The quadrangle is bounded by latitudes 33°4S'00"N and 33°S2'30''N, and longitudes 112°00'00"W and 112°07'30"W. Given its location, the area has become highly urbanized during the last few decades and is still undergoing rapid population growth. Thus, the knowledge of the distribution and character of bedrock and surficial deposits is important to make informed decisions concerning management of the land and its resources. Geologic mapping of the New River SE Quadrangle is related to other 1:24,000 scale mapping projects of the Arizona Geological Survey in and around the Phoenix metropolitan area (Figure 1).
    [Show full text]
  • Phoenix Four River Flora
    The Phoenix Four Rivers Flora, Maricopa County, Arizona by Darin Jenke A Thesis Presented in Partial Fulfillment of the Requirements for the Degree Master of Science Approved April 2011 by the Graduate Supervisory Committee: Kathleen B. Pigg, Co-Chair Leslie R. Landrum, Co-Chair Elizabeth Makings ARIZONA STATE UNIVERSITY May 2011 ABSTRACT The Phoenix Four Rivers Flora is an inventory of all the vascular plants growing along the Salt, Gila, New and Agua Fria Rivers, and their tributaries in the Phoenix Metropolitan Area during the years of the study (2009-2011). This floristic inventory documents the plant species and habitats that exist currently in the project area, which has changed dramatically from previous times. The data gathered by the flora project thus not only documents how the current flora has been altered by urbanization, but also will provide a baseline for future ecological studies. The Phoenix Metropolitan Area is a large urbanized region in the Sonoran Desert of Central Arizona, and its rivers are important for the region for many uses including flood control, waste water management, recreation, and gravel mining. The flora of the rivers and tributaries within the project area is extremely diverse; the heterogeneity of the systems being caused by urbanization, stream modification for flood control, gravel mining, and escaped exotic species. Hydrological changes include increased runoff in some areas because of impermeable surfaces (e.g. paved streets) and decreased runoff in other areas due to flood retention basins. The landscaping trade has introduced exotic plant species that have escaped into urban washes and riparian areas. Many of these have established with native species to form novel plant associations.
    [Show full text]
  • Description of Bradshaw Mountains Quadrangle
    DESCRIPTION OF BRADSHAW MOUNTAINS QUADRANGLE By T. A. Jaggar, Jr., and Charles Palache. INTRODUCTION. \ massive coarse granite which has split the schists geology are by Mr. Palache; the general geology is gin of a great, series of schists rests upon field and apart as a great intrusive wedge and, under the by Mr. Jaggar: Changes occasioned by the open­ laboratory evidence. Field exploration shows Location. The Bradshaw Mountains quadran­ wearing action of atmospheric erosion, stands in; ing of mines since 1901 are not here considered. what rock types in the series are -most abun­ gle lies between parallels 34° and 34° 30' north high relief as a resistant rock. ; dant, and microscopical work determines whether latitude and meridians 112a and 112° 30' west The schists farther north, near Mayer, have DESCRIPTIVE GEOLOGY. those types contain water worn sands and pebbles. longitude. It measures approximately 34.5 miles weathered to low relief, forming a wide valley, STEATIGEAPHY. The type rock most widespread in the scnist belts from north to south and 28.6 miles from east to where the quartzite combs' are traceable for many of the Bradshaw Mountains is a sericitic phyllite west, and covers 986 square miles. "The quad­ miles by their prominence above the general level.; The Bradshaw Mountains include sedimentary, with occasional rounded quartz grains. From the rangle is in the southeastern part of Yavapai Agua Fria River skirts the edge of horizontal; metamorphic, and igneous rocks. Excluding the great abundance of this rock and of variations,
    [Show full text]
  • Compilation Geologic Map of the Daisy Mountain 7.5' Quadrangle, Maricopa County, Arizona
    Compilation Geologic Map of the Daisy Mountain 7.5' Quadrangle, Maricopa County, Arizona by Robert S. Leighty Arizona Geological Survey Open-File Report 98-22 August, 1998 Arizona Geological Survey 416 W. Congress, Suite 100, Tucson, AZ 85701 Includes 30 page text and 1 :24,000 scale geologic map. This report was supported by the Arizona Radiation Regulatory Agency, with funds provided by the u.s. Environmental Protection Agency through the State Indoor Radon Grant Program, the U.S. Geological Survey via the STATEMAP program, and the Arizona Geological Survey. This report is preliminary and has not been edited or reviewed for conformity with Arizona Geological Survey standards INTRODUCTION The Daisy Mountain Quadrangle, located along the northernmost fringe of the Phoenix metropolitan area, straddles the physiographic boundary between the Basin and Range and Transition Zone (Figure 1). The quadrangle lies between 1-17 and Cave Creek and is bordered on the south by the northwestern end of Paradise Valley and rugged, high-relief terrain of the New River Mountains to the north. The Daisy Mountain Quadrangle includes the community of New River, which is undergoing rapid population growth and is becoming increasingly urbanized. Thus, the knowledge of the distribution and character of bedrock and surficial deposits is important to make informed decisions concerning management of the land and its resources. This project was funded by the Environmental Protection Agency through the State Indoor Radon Grant Program, and the Arizona Geological Survey. PREVIOUS STUDIES Over the last two decades various workers have conducted geologic mapping investigations in the Daisy Mountain Quadrangle.
    [Show full text]
  • New River Inventory and Analysis
    INVENTORY AND ANALYSIS LAND USE This chapter of the New River Area Plan identifies the intended use of the plan as a guide to future development. The plan’s relationship to environmental protection, transportation, public facilities, and services is discussed. This discussion is presented in the following four sections: n Community Issues n Planning Area Growth and Development Needs n Land Uses n Facilities and Services Community Issues A number of issues related to land use were identified in “Inventory and Analysis,” as a result of the community participation process that began in September 1997. The major issues identified by the residents of the area included: u Maintain the rural character of the area u Address environmental concerns, conservation of hillsides, washes, and trails u Allow for commercial development at appropriate locations u Preserve the scenic qualities of the I-17 corridor u Maintain and encourage equestrian use in the planning area A more detailed list of issues is presented the Issue Identification section. In 1996, the County prepared the Carefree Highway Scenic Corridor Study. This Study was adopted as an addendum to the New River Area Plan. During the process, area residents expressed a desire for additional commercial opportunities. The highway has been carefully designed to move traffic through the area efficiently. The plan calls for and will approve only well designed commercial properties in order to avoid excessive strip commercial development from occurring. Planning Area Growth And Development Needs In 1992, using the population projections presented in the “Inventory and Analysis,” a reasonably accurate prediction of the amount of land needed for residential, commercial and industrial development was prepared.
    [Show full text]