HomeMy WebLinkAboutResolution No. 2019-041
2018 WATER MASTER PLAN UPDATE
Prepared for:
City of The Colony
April 24, 2019
Prepared by:
FREESE AND NICHOLS, INC.
4055 International Plaza, Suite 200
Fort Worth, Texas 76109
817-735-7300
2018 WATER MASTER PLAN UPDATE
Prepared for:
City of The Colony
Prepared by:
FREESE AND NICHOLS, INC.
4055 International Plaza, Suite 200
Fort Worth, Texas 76109
817-735-7300
FNI Project Number: COY18149
Water Master Plan Update
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i
TABLE OF CONTENTS
EXECUTIVE SUMMARY ................................................................................................................... ES-1
1.0 INTRODUCTION ....................................................................................................................... 1-1
Scope of Work ..................................................................................................................................... 1-1
List of Abbreviations ........................................................................................................................ 1-2
2.0 POPULATION AND LAND USE ............................................................................................. 2-1
Service Area ......................................................................................................................................... 2-1
Historical Population ....................................................................................................................... 2-1
Projected Population ....................................................................................................................... 2-3
Land Use ............................................................................................................................................... 2-6
3.0 WATER DEMAND PROJECTIONS ........................................................................................ 3-1
Historical Water Demands ............................................................................................................ 3-1
Water Demand Projections ........................................................................................................... 3-4
4.0 EXISTING WATER SYSTEM .................................................................................................. 4-1
Water Supply ...................................................................................................................................... 4-1
Pressure Planes .................................................................................................................................. 4-1
Water Lines.......................................................................................................................................... 4-4
Pump Stations ..................................................................................................................................... 4-4
Storage Facilities ............................................................................................................................... 4-6
Control Valves..................................................................................................................................... 4-7
Groundwater Wells .......................................................................................................................... 4-7
5.0 MODEL UPDATE AND CALIBRATION ............................................................................... 5-1
Field Testing ........................................................................................................................................ 5-1
Model Update and Calibration ..................................................................................................... 5-1
5.2.1 Physical Network ..................................................................................................................... 5-1
5.2.2 Demand Allocation .................................................................................................................. 5-3
5.2.3 Extended Period Simulation Calibration ........................................................................ 5-3
5.2.4 Diurnal Pattern ......................................................................................................................... 5-3
5.2.5 Calibration Controls and Adjustments ............................................................................ 5-5
5.2.6 Calibration Results .................................................................................................................. 5-6
6.0 WATER SYSTEM ANALYSIS AND HYDRAULIC MODELING ........................................ 6-1
Design Criteria .................................................................................................................................... 6-1
6.1.1 Service Pumping and Storage Capacity ........................................................................... 6-1
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6.1.2 Pressure ....................................................................................................................................... 6-2
6.1.3 Fire Flow ...................................................................................................................................... 6-2
6.1.4 Velocity and Headloss ............................................................................................................ 6-2
TCEQ Capacity Requirements—Existing System .................................................................. 6-2
6.2.1 Existing Water Supply Capacity ......................................................................................... 6-2
6.2.2 Existing Storage Capacity ...................................................................................................... 6-3
6.2.3 Existing Pumping Capacity ................................................................................................... 6-4
Future Water System Analysis ..................................................................................................... 6-5
6.3.1 Future Required Water Supply Capacity ........................................................................ 6-5
6.3.2 Future Required Storage Capacity .................................................................................... 6-7
6.3.3 Future Required Pumping Capacity ............................................................................... 6-11
Hydraulic Modeling Analysis ..................................................................................................... 6-14
6.4.1 Fire Flow Analysis ................................................................................................................. 6-19
6.4.2 Water System Improvements........................................................................................... 6-19
7.0 WATER SYSTEM CAPITAL IMPROVEMENTS PLAN AND RECOMMENDATIONS . 7-1
Capital Improvements Plan ........................................................................................................... 7-1
Operational Recommendations ................................................................................................... 7-2
Recommendations for Future Study .......................................................................................... 7-2
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List of Figures
Figure 2-1: Water Service Area ............................................................................................................... 2-2
Figure 2-2: Population by Wastewater Sub-Basin ........................................................................... 2-5
Figure 2-3: Projected Development ...................................................................................................... 2-7
Figure 2-4: Commercial Area by Wastewater Sub-Basin .............................................................. 2-8
Figure 3-1: 2013-2017 Average Water Usage by Source .............................................................. 3-2
Figure 3-2: Historical and Projected Water Demands ................................................................... 3-6
Figure 4-1: Existing Water System Map............................................................................................... 4-3
Figure 4-2: Water Line Length by Diameter ...................................................................................... 4-4
Figure 5-1: Pressure Recorder Locations ............................................................................................ 5-2
Figure 5-2: Water Billing Meters ............................................................................................................ 5-4
Figure 5-3: “Composite” Water System Diurnal Pattern ............................................................... 5-5
Figure 5-4: North Colony EST Calibration Results .......................................................................... 5-6
Figure 5-5: Pressure Recorder #6 Calibration Results .................................................................. 5-7
Figure 5-6: Wynnwood PS Flow Calibration ...................................................................................... 5-7
Figure 6-1: Required Future Supply Compared to Existing Supply .......................................... 6-6
Figure 6-2: The Colony Pressure Plane Recommended Elevated Storage Capacity ........... 6-9
Figure 6-3: Tribute Pressure Plane Recommended Elevated Storage Capacity ............... 6-10
Figure 6-4: The Colony Pressure Plane Recommended Pumping Capacity ........................ 6-12
Figure 6-5: Tribute Pressure Plane Recommended Pumping Capacity ............................... 6-13
Figure 6-6: Tribute Pressure Plane – Existing System Maximum Day Operations .......... 6-15
Figure 6-7: Tribute Pressure Plane – Buildout System Maximum Day Operations ......... 6-16
Figure 6-8: The Colony Pressure Plane – Existing System Maximum Day Operations .. 6-17
Figure 6-9: The Colony Pressure Plane – Buildout System Maximum Day Operations . 6-18
Figure 7-1: Capital Improvements Plan Map ..................................................................................... 7-4
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List of Tables
Table 1-1: Abbreviations.......................................................................................................................... 1-2
Table 2-1: Historical Overall City Population .................................................................................. 2-3
Table 2-2: Overall City of the Colony Population Projections ................................................... 2-4
Table 2-3: Population Projection Breakdown by Planning Period .......................................... 2-4
Table 2-4: Non-residential Acreage ..................................................................................................... 2-6
Table 3-1: Historical Usage by Source ................................................................................................ 3-1
Table 3-2: Historical Water Usage ........................................................................................................ 3-3
Table 3-3: Water Demand Projections for Tribute Pressure Plane ......................................... 3-5
Table 3-4: Water Demand Projections for The Colony Pressure Plane ................................. 3-5
Table 3-5: Total Water Service Area Water Demand Projections ............................................ 3-5
Table 3-6: Water Demand Projections for Austin Ranch(1) Pressure Plane ......................... 3-5
Table 4-1: Water Supply Summary ...................................................................................................... 4-1
Table 4-2: Summary of Pump Stations ............................................................................................... 4-5
Table 4-3: Existing System Ground Storage Tank Facilities ....................................................... 4-7
Table 4-4: Existing System Elevated Storage Tank Facilities .................................................... 4-7
Table 4-5: Existing System Groundwater Well Facilities ............................................................ 4-8
Table 6-1: Existing TCEQ Water Supply Capacity Requirements............................................. 6-3
Table 6-2: Existing TCEQ Storage Requirements ........................................................................... 6-3
Table 6-3: TCEQ Service Pumping Requirements .......................................................................... 6-4
Table 6-4: Peak Hour Demands and Pumping Capacity .............................................................. 6-4
Table 6-5: Projected Water Service Area(1) Water Supply Capacity Requirements ......... 6-5
Table 6-6: Projected Storage Capacity Requirements .................................................................. 6-8
Table 6-7: The Colony Pressure Plane Pumping Recommendations................................... 6-11
Table 6-8: Tribute Pressure Plane Pumping Recommendations .......................................... 6-11
Table 7-1: CIP Summary ........................................................................................................................... 7-2
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Appendices
Appendix A Pressure Recorder Data and Mapping
Appendix B Water Model Calibration Results
Appendix C Water System Analysis Mapping
Appendix D Existing Water System Map – Figure 4-1 (Full size copy)
Appendix E Capital Improvement Plan (CIP) Projects
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EXECUTIVE SUMMARY
1.0 INTRODUCTION
The City of The Colony (City) is a growing community located in the Dallas-Fort Worth Metroplex. The City
provides water to a service area of approximately 10.5 square miles. The City’s overall population is
projected to grow by more than 25,000 people before reaching Buildout conditions. A growth of
approximately 5,000 people, is expected in the Austin Ranch area which is within city limits but is not
included in the City’s water service area. Water service is provided to the Austin Ranch area by the City of
Plano. The City of The Colony’s water service area is defined in greater detail in Section 2.1 of the main
report, but generally encompasses the city limits excluding Austin Ranch, and represents the region in
which the City maintains infrastructure and delivers water to customers. The City’s water service area is
expected to grow by approximately 20,000 people before reaching Buildout conditions. Accommodating
this growth in an efficient and cost-effective manner, while maintaining a safe and reliable water supply
for the citizens of The Colony, is the focus of this Water Master Plan Update. Additionally, the City’s
Wastewater Master Plan has been updated concurrently with this Water Master Plan which allowed
syncing of key assumptions and methodology between the two plans. The major elements of the scope
of this Water Master Plan Update project included:
· Population and water demand projections
· Focused field pressure testing and water model update
· Water supply evaluation for existing and future conditions
· Distribution system hydraulic capacity analysis
· Water system capital improvement plan and water master plan report
2.0 POPULATION AND LAND USE
Population and land use are important elements in the analysis of water distribution systems. Water
demands depend on the residential population and commercial development served by the system and
determine the sizing and location of system infrastructure. A thorough analysis of historical and projected
populations, along with land use, provides the basis for projecting and allocating future water demands.
This Water Master Plan Update was prepared in conjunction with the City’s Wastewater Master Plan
Update to maintain unity with assumptions and methodology where possible. The spatial distribution of
the projected water demands in the system was determined from land use assumptions used concurrently
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in the Wastewater Master Plan Update. The projected population and commercial acreage for each
planning period is shown in Table ES-1.
Table ES-1: Projected Population and Commercial Acreage Summary
WATER SERVICE AREA AUSTIN RANCH(1) OVERALL CITY
Year Population
Non-
Residential
Acreage
Population
Non-
Residential
Acreage
Population
Non-
Residential
Acreage
2018 39,019 1,314 3,273 0 42,292 1,314
2023 44,871 1,544 3,564 0 48,436 1,544
2028 48,926 1,779 4,551 0 53,477 1,779
Buildout 59,207 1,882 8,934 16 67,600 1,897
(1) Austin Ranch is within city limits, but water service is provided to the area by the City of Plano
3.0 WATER DEMAND PROJECTIONS
Water demands were projected for 2018, 2023, 2028, and Buildout conditions. Historical water
production data was analyzed, and an overall average demand of 125 gpcd was determined. This overall
gpcd was used in conjunction with the population projections to calculate average day demands. Peaking
factors were then applied to the average day demand to determine the maximum day and peak hour
projected demand conditions. The peak hour demands represent the peak hour demand during the
maximum day demand condition. Table ES-2 presents the projected water demand for each planning
year for the water service area.
Table ES-2: Projected Water Demands(1)
Year Average Day Demand
(MGD)
Maximum Day Demand
(MGD)
Peak Hour Demand
(MGD)
2018 4.88 9.75 17.56
2023 5.61 11.22 20.19
2028 6.12 12.23 22.02
Buildout 7.40 14.80 26.64
(1) Projected Water Demands do not include the Austin Ranch Pressure Plane, which is served by the City
of Plano.
4.0 EXISTING WATER SYSTEM
The City of The Colony’s water distribution system currently consists of a network of water lines, four
elevated storage tanks, seven ground storage tanks, five booster pumping stations, five groundwater
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wells, and one automated control valve for filling the Tribute Ground Storage Tank. The service area is
divided into The Colony and Tribute pressure planes. The Austin Ranch pressure plane is within The
Colony’s city limits, but its demands are served by the City of Plano. The City primarily relies on wholesale
water suppliers to provide water to its residents supplemented by groundwater supply. Currently, the
City purchases treated surface water from Dallas Water Utilities (DWU) and the City of Plano.
5.0 MODEL UPDATE AND CALIBRATION
A hydraulic model was updated as a tool in the evaluation of the City of The Colony’s water distribution
system. The City selected the InfoWater software by Innovyze® for modeling the water system. The model
network was developed from the City’s geographic information system (GIS) and design plans. SCADA
data was supplemented by temporary field pressure testing for the calibration of the model. The
calibration process involved adjusting system operation, pipeline roughness coefficient (Hazen-Williams
C-values), demand allocation, and peaking factors to match a known condition. The 24-hour period
occurring on March 11, 2018 from 12:00 am to 12:00 am on March 12, 2018 was selected for calibration.
A close correlation between modeled and observed values was achieved, creating a high degree of
confidence in the accuracy of the model.
6.0 WATER SYSTEM ANALYSIS AND HYDRAULIC MODELING
Hydraulic model analyses were conducted to identify deficiencies in the City of The Colony’s existing water
distribution system and to analyze the capacities of the system under projected future demand
conditions. Parameters used in evaluating the system through buildout conditions included meeting
projected demands, increasing system reliability, meeting required fire flows, and maintaining proper
residual pressures. FNI identified an existing need to improve system reliability to the Tribute/Wynnwood
Peninsula area and a projected need to add additional elevated storage capacity to meet future needs in
the Grandscape area.
7.0 WATER SYSTEM CAPITAL IMPROVEMENTS PLAN
The modeling and water system analysis results identified an existing need to improve system reliability
and a projected elevated storage deficiency which may affect the water distribution system’s ability to
provide water to satisfy demands through buildout conditions. Therefore, the following capital
improvement projects are recommended:
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1. Tribute Well- Drilling a new well at the Tribute EST/Wynnwood PS site to add a redundant water
supply source for the Tribute/Wynnwood Peninsula.
2. Redundant Tribute PS Pipeline- Construct a new 12-inch waterline parallel to the existing 20-inch
waterline from the Tribute PS to the intersection of Boyd Road and Lebanon Road.
3. Grandscape EST- Construct a new 1.0 MG EST in the Grandscape area.
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1-1
1.0 INTRODUCTION
The City of The Colony (City) is a growing community located in the Dallas-Fort Worth Metroplex. The City
provides water to a service area of approximately 10.5 square miles. The City’s overall population is
projected to grow more than 25,000 people before buildout conditions are reached. A growth of
approximately 5,000 people, is expected in the Austin Ranch area which is within city limits but is not
included in the City’s water service area. Water service is provided to the Austin Ranch area by the City of
Plano. The City of The Colony’s water service area is defined in greater detail in Section 2.1, but generally
encompasses the city limits excluding Austin Ranch, and represents the region in which the City maintains
infrastructure and delivers water to customers. The City’s water service area is expected to grow by
approximately 20,000 people before reaching Buildout conditions. Accommodating this growth in an
efficient and cost-effective manner, while maintaining a safe and reliable water supply for the citizens of
The Colony, is the focus of this Water Master Plan Update. This report has been prepared to provide the
City of The Colony with a planning tool to serve as a guide for 5-year, 10-year, and Buildout improvements
to the water infrastructure.
SCOPE OF WORK
Freese and Nichols, Inc. (FNI) was retained in 2018 by the City of The Colony to prepare a Water Master
Plan Update. The goals of the Water Master Plan Update were to evaluate the performance of the existing
water system and recommend a phased Capital Improvements Plan (CIP) through Buildout. The
recommended improvements will serve as a basis for the design, construction, and financing of facilities
required to meet The Colony’s water capacity and system renewal needs. Additionally, the City’s
Wastewater Master Plan has been updated concurrently with this Water Master Plan which allowed
syncing of key assumptions and methodology, such as land use and population projections, between the
two plans. The major elements of the scope of this Water Master Plan Update project included:
• Population and water demand projections
• Focused field pressure testing and water model update
• Water supply evaluation for existing and future conditions
• Distribution system hydraulic capacity analysis
• Water system capital improvement plan and water master plan report
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1-2
LIST OF ABBREVIATIONS
Table 1-1 provides a list of abbreviations used in this report.
Table 1-1: Abbreviations
Abbreviation Full Nomenclature
AD Average Day Demand
CCN Certificate of Convenience and Necessity
CIP Capital Improvements Plan
DWU Dallas Water Utilities
EPS Extended period analysis
EST Elevated Storage Tank
ETJ Extraterritorial Jurisdiction
ft/s feet per second
FNI Freese and Nichols, Inc.
GIS Geographic Information System
gpad gallons per acre per day
gpcd gallons per capita per day
gpm gallons per minute
GST Ground Storage Tank
HGL Hydraulic Grade Line
MD Maximum Day Demand
MG Million Gallons
MGD Million Gallons per Day
MSL Mean Sea Level
NCTCOG North Central Texas Council of Governments
O&M Operation and Maintenance
PH Peak Hour Demand
PP Pressure Plane
PRV Pressure Reducing Valve
PS Pump Station
psi pounds per square inch
SCADA Supervisory Control and Data Acquisition
TCEQ Texas Commission on Environmental Quality
TSZ Traffic Survey Zones
TWDB Texas Water Development Board
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2.0 POPULATION AND LAND USE
Population and land use are important elements in the analysis of water distribution systems. Water
demands depend on the residential population and commercial development served by the system and
determine the sizing and location of system infrastructure. A thorough analysis of historical and projected
populations, along with land use, provides the basis for projecting future water demands.
SERVICE AREA
The service area for the Colony’s water system includes an area of approximately 10.5 square miles
generally bounded by Lake Lewisville and the City of Lewisville to the west, the City of Frisco and the City
of Plano to the east, and the City of Carrollton to the south. The city is sub-divided into three different
pressure planes: Tribute PP, The Colony PP, and Austin Ranch PP. The Tribute PP encompasses the
Wynnwood Peninsula in the northern area of the city. The Colony PP is centrally located and encompasses
the majority of the city. Together, the Tribute PP and The Colony PP make up the water service area for
the City of the Colony. The Austin Ranch PP is located in the southern extents of the city limits along
Windhaven Parkway and east of the railroad tracks. Water service is provided to the Austin Ranch PP by
the City of Plano. Figure 2-1 illustrates the City’s water service area and depicts the City’s three pressure
planes.
HISTORICAL POPULATION
Population data for the City of The Colony was obtained from the North Central Texas Council of
Governments (NCTCOG) from 2011 through 2017. An average growth rate of 2.15% was observed over
the last 7 years. Table 2-1 shows the historical overall city populations for the City of The Colony, including
the Austin Ranch area.
"m
"m
"m
"n
Lake Lewisville DENTON CO.COLLIN CO.DENTON CO.DENTON CO.COLLIN CO.Frisco
Carrollton
Lewisville
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Hackberry
HebronMAIN STFM 423S H 1 2 1
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PAT R I O T D R CANAL STHEADQUARTERS
PRESCOTTMCCLELLAN DRAUGUS
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RPITKIN RDMESADRDOVER DRSANTAFETRLEREC DROTIS DRCULPEPPER RDDEERWOOD LNFORDHAM STBU CKSKIN
DR AUTUMN TRLHARVE ST LN
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HARBOR SPRINGSDRMORNINGDOVEBRIAR TREE LN
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KENTWOOD LN
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OVERL A N D D R
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REMBRANDT DR
T O W N & C O U N T R Y B L V D
C A R N E G I E D RHIDDENCOVEPARKKNOTS L N
CABAZON DRKITE LNMAPLE DRCRYSTAL FALLSSHADEWELL STCOUGAR ALLEY DR
SANDSTONE DR
ARBOR LNL I N K S
KE NT S H I RE L NPRESTWICK DRDARBY LNREGENTKYSER WAYARBOR VISTA DRGRAND HOLLOW DRTURNBERRY DRFAIR LN
CANOE WAY
A S P E N L N
WALNUT CREEK LNDUSTWHIRL DRMAYWOOD CTSUN KING LN
WHISPERFIELD DR
LAKE BLUFF DR
CRES CENT D R
CAMPFIRE LN
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ASTAIRE DRSOTO LNL E G I R O N D R
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LINKS DRSAG E RI DGE DR
PALAMEDES STAPRIL H ILL LN
LAKE DISTRICT DR
OAK MOUNT DRHAVASU DRFOXFIRE LN
REEDER DRSOMERVILLE DRRUMFORD RDPORTOBELLO DR
G O L D E N S P U R RIVER TRLTASCATE DRP E R E G R I N E T R L
B L U E R I D G E D R
DELAFORD DR
BOYD RD
HW Y 121E S H 1 2 1 B U S LEGACY DRMAIN ST
STONEBROOK PKWY
MAIN ST
MIDWAY RDLEBAN ON RD
Ind i a nCreekS t e w artCree k
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Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\(Figure_2-1)-Water_Service_Area_11x17.mxdUpdated: Tuesday, April 23, 2019 9:28:57 AMUser Name: 02499
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LEGEND
Water Service Area
Road
Railroad
Stream
Lake
Parcel
USACE Property
The Colony City Limit
ETJ Boundary
Other City Limit
County Boundary
0 3,400
SCALE IN FEET
PRESSURE PLANES
The Colony
Tribute
Austin Ranch(Service from Plano)
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Table 2-1: Historical Overall City Population
Year Population(1) Population Growth Growth Rates
2011 36,230 -
2012 36,590 360 0.99%
2013 37,510 920 2.51%
2014 38,730 1,220 3.25%
2015 39,310 580 1.50%
2016 39,810 500 1.27%
2017 41,160 1,350 3.39%
Average - - 2.15%
Maximum - - 3.39%
(1) Based on NCTCOG estimates. NCTCOG population values represent
the entire city population, including the Austin Ranch area.
PROJECTED POPULATION
Population projections were developed concurrently with the City’s Wastewater Master Plan Update to
maintain uniformity between the two plans. The population projections are based on the TWDB 2016
Region C Water Plan which provides a 50-year outlook on population projections, water demand, water
supply, and water management strategies. The 2016 Region C Water Plan projects that the City will reach
an overall buildout population of 67,600 people by 2050.
For the Master Plan Updates, it was assumed that the City would reach Buildout conditions by 2040. For
the initial 5-year planning period, FNI assumed a population growth rate of 2.75%, approximately midway
between the historical average (2.15%) and the historical maximum (3.39%). Detailed population spatial
allocation was broken down by wastewater sub-basin and determined based on residential development
information provided by the City. Much of the growth during the five-year planning period is expected in
the Tribute area, along the Highway 121 corridor, and in the Indian Creek area. Population growth is
expected to decrease to 2.00% annually, slightly lower than the historical average, between 2023 and
Buildout. During the ten-year planning horizon, growth is expected south of Highway 121 in the
“Grandscape” area and southern Indian Creek region.
Table 2-2 presents the overall population projections for the City of The Colony. Note that these overall
projections include the Austin Ranch1 PP which is within the city limits but outside the City’s water service
1 The City of Plano provides water service to the Austin Ranch PP. The Austin Ranch area is outside the City’s water
service area.
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area. Table 2-3 presents a breakdown of the population projections by planning period for each of the
pressure planes. Figure 2-2 shows population distribution by wastewater sub-basin for each planning year.
Table 2-2: Overall City of the Colony Population Projections
Year Population Growth Rate
2018 42,292 2.75%
2019 43,455 2.75%
2020 44,650 2.75%
2021 45,878 2.75%
2022 47,139 2.75%
2023 48,436 2.75%
2024 49,405 2.00%
2025 50,393 2.00%
2026 51,400 2.00%
2027 52,428 2.00%
2028 53,477 2.00%
2029 54,547 2.00%
2030 55,637 2.00%
2031 56,750 2.00%
2032 57,885 2.00%
2033 59,043 2.00%
2034 60,224 2.00%
2035 61,428 2.00%
2036 62,657 2.00%
2037 63,910 2.00%
2038 65,188 2.00%
2039 66,492 2.00%
Buildout 67,600 -
Table 2-3: Population Projection Breakdown by Planning Period
Year
POPULATION
The Colony
PP
Tribute
PP
Total Water Service
Population
(Colony PP + Tribute PP)
Austin
Ranch
PP
Total Overall City
Population
(Colony PP+ Tribute
PP+ AR PP)
2018 35,000 4,019 39,019 3,273 42,292
2023 39,261 5,610 44,871 3,564 48,436
2028 43,316 5,610 48,926 4,551 53,477
Buildout 52,063 7,144 59,207 8,394 67,600
"m
"m
"m
"n
Lake Lewisville DENTON CO.COLLIN CO.DENTON CO.DENTON CO.COLLIN CO.IC-21,0372,6102,6107,123
WP-53,6353,6543,6545,187
SC-237271,6882,3283,225SC-201,6781,8301,9521,952
SC-91,3941,4901,5671,823
IC-11451452,0684,019
IC-33,2733,5644,5518,394
SC-222,4832,5942,7862,786
SC-212,6243,3013,8453,845
SC-42,0702,1152,1512,320
SC-191,6841,7621,8241,824
WP-12291,4941,4941,494
SC-172,9532,9692,9822,982
SC-51,5941,6391,6751,788 SC-162,1342,1902,2342,234
SC-36477037481,056SC-131,4741,5431,5991,599
SC-2561581596596 SC-101,1211,1721,2121,430
SC-61,1461,1851,2171,217
SC-85,4965,5315,5585,622
SC-7686725756756 SC-149871,0091,0271,152
WP-40494949
SC-18483530568568
SC-12795819839839SC-15531554572572
SC-11547567582658
WP-30000
WP-2155413413413 SC-10101977
Frisco
Carrollton
Lewisville
Plano
Little Elm
Dallas
Hackberry
HebronMAIN STFM 423S H 1 2 1
F M 5 4 4 TEEL PKWYPLANO PKWY LEGACY DRPARKER RD
KING RD
E HEBR ON PKWY
MARSH LNN C O LO NYBLVDMEMORIA L D R
WIN
DHAVEN PKWYPAIGE RDE ROSEMEADE PKW Y
E S H 1 2 1 B U S
BOYD RD
STON EBROOK PKWYLOBO LNFM 2281LEBANONRD4TH ARMY DRNJOSEYLNMERLINDRLEWISVILLE LAKE DAM ROSE LNK ING ARTHURBLVDBAKER DR
FISH HATCHERY RDE HILL PARK RDCHARLES STMIDWAY RD CRIDER RDSTANDRIDGE DRPOLSER RD
FURNE
A
U
X
LN
RAGANRD
DOZIERRDFOX DR
LAVA CA TR
TIMB ER RIDGE DR
H W Y 12 1LONESTARRANCHPKWYPINELN
K ELLY B L V D
PROVINCE DRANGEL FALLS DR
H I G H S H O A L S D R
E BRANCH H O L L O W D R
S Q U IR E S D R
OX F ORDWLEBANONRDMARE RD
LAKERIDGE RDWSTONEB R O OK PKWY
AVALONDRW
ELDORADO P KWYFLOWERS DR
CITATION CT
ELIZABE T H D R
MCKAMY T R L
S H 190NLEORA LN
L ILACLNA R B OR CR EEKDR SPRINGCREEKPKWYTWIN FALLS DRHARDWICKE LNREEDD R
ETHRIDGE DRHEBRON PK W YLADY OFTHELAKE
BLVD
COUNT RY S IDEFRISCOLAKESDR M
ARSHRI
D
G
E
RDI D L E W I L D D R
TALLEY LN
L
A
C
O
STADRKENS IN GTON DR COMP
ASSDRMCKAMEY TR
LIAM DR
ELMSTMEDICAL PKWYSTEINBECK STCLEARWATER T R
DELWEBBBLVD
WOOD
S
I
DERDBARC L A Y DR HIDA L G OLN
CO L U M BIN E W Y
CASTILLE DR
C R OWNPARK L N
RO CKCREEKPKWYO A K CREEK DR
L YMING T ONRDCEDARRANCHRD
L A R K S P U R D R
H A R T F O RD D
R PARK RIDGE PLRAWLINS LNBISHOP HL
BILTMOOREDR
PRUIT T DR
E
S
S
E
X
BLVDHONEYBEELN TRINITYDRHIDDENCREEKLNVIRGINIAPINEDREC H O L S DRBRESEE DRDAVIS DRPALACE PL
RALE IGH DR OSAGE PLDIAMONDPOINTLN
DIAMO N D R ID GE DR
CHEYENNEDR ARBORHILLSWAYCOOKIE LN
NEWMAN RD
D O W E L L I N G C T
VOYAGE R DR
NAVARRO WA Y
W I L D F I R E L N
S EVILLA DR
CONEYISLA ND DR
PAT R I O T D R CANALSTMCCLELLAN DRAUGUS
T
A
D
RS
T
A
T
E
S
M
A
N
L
N
ELLIOT CTA
N
N
A A
V
E PITKIN RDMESADRSANTAFETRLOTIS DRCULPEPPER RDDEERWOOD LNFORDHAM STSYCAMOR E D R
BLAZINGSTARRDTEXAS DRMISSION AVE
PORTER DR
BEACH S T
S IR G A W A IN L NLARIATTRL
LINASTNATIO
N D
R
STONEWALL DR HA
Y
WICK
FRIO WAY
LIMERICK LN
OVERTON ST
PARAGONDRHARBOR SPRINGSDRMORNINGDOVEDRUIDHILLSDR
BRIAR TREE LN
LIVY LNLEWISDRSHERRY LN
CHOCTAW PLREMBRANDT DR
T O W N & C O U N T R Y B L V DHIDDENCOVEPARKKNOTS L N KITE LNR I V E RV I E W D R SHADEWELL STSANDSTONE DR
KURTH DR KE NT S H I RE L NPRESTWICK DRSAFE HARBOR DR
REPUBLIC DR
SCOTT RDKYSER WAYV E R B E N A L N TURNBERRY DRPINEVALLEY DRWINDMILL PTIVY GR EEN R D
ALICE LA BEALE AVE
CANOE WAY
A S P E N L N
DEL MOLIN AVE
CRESTEDGE DRTRAIL VIEW LN
SUN KING LN
CARSON LN
LAKE BLUFF DR
CANE HILL DR
C O L T R D
YA C H T C L U B D R
SIR BEDIVERE LN
D E X T E R L N SOTO LNCARUTH LN
L E G I R O N D R
FLICKER ST
SHADY POINT DRA L CO VE DR
LINKS DRPROSPECT DR
SAG E RI DGE DRWREXHAM STAPRIL H ILL LNREEDER DRSKYLINE DRSOMERVILLE DRRAMBLINGRIDGELNRUMFORD RDKETTLE CREEK DR
MOSS VINE DR
SIR WADE WAY
H A R V A R D LN
G O L D E N S P U R
ALLE GR O D R
P E R E G R I N E T R L
BALL DRE S H 1 2 1 B U S
MIDWAY RDMAIN ST
HW Y 121S
T
O
N
E
B
R
O
O
KPKWY LEGACY DRMAIN ST
India n C r eekSte w a r t CreekF urnea
ux
C
ree
kMidwayBranch
M cWho rterC r e e k
M cWh o r t e rCreekFIGURE 2-2CITY OF THE COLONYPROJECTED POPULATION BYWASTEWATER BASIN
Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\(Figure_2-2)-Pop_Growth_by_Subbasin_11x17.mxdUpdated: Friday, March 22, 2019 7:52:40 AMUser Name: 02499
!I
LEGEND
2018 - Buildout Population Growth
Less than 500 People
500 - 1,000 People
Greater than 1,000 People
Major Basin
Indian Creek
Stewart Creek
Tribute Peninsula
Road
Railroad
Stream
Lake
Parcel
USACE Property
The Colony City Limit
ETJ Boundary
Other City Limit
County Boundary 0 3,400
SCALE IN FEET
Sub-Basin ID2018 Population (Total 42,289)2023 Population (Total 48,436)2028 Population (Total 53,476)Buildout Population (Total 67,600)
Water Master Plan Update
City of The Colony
2-6
LAND USE
While water demand projections were determined using an overall gpcd based on historical usage, the
spatial distribution of the projected water demands in the system was determined from land use
assumptions used concurrently in the Wastewater Master Plan Update. The City provided plans for
recently constructed developments, and input about future developments expected in the upcoming five
and ten-year planning periods. These expected developments are shown on Figure 2-3. To capture growth
related to commercial, retail, office, institutional, and industrial development, a non-residential acreage
for each planning period was developed. The future development data was used to calculate the
intermediate and Buildout non-residential acreages, by wastewater sub-basin. Table 2-4 summarizes the
non-residential acreage by planning year for the water service area. Figure 2-4 presents the commercial
acreages by wastewater sub-basin for each planning period. In the wastewater model, these land use
assumptions were used to determine and allocate wastewater flows in the model. To maintain uniformity
between the City’s Water Master Plan Update and Wastewater Master Plan Update, future water
demands were allocated in the water model proportionally to the distribution of future wastewater flows
in the wastewater model. Demands were allocated to the wastewater sewer basins in conjunction with
the Wastewater Master Plan based on undeveloped areas within the overall water service area. Specific
parcels identified for future development were point loaded accordingly.
Table 2-4: Non-residential Acreage
Year Tribute PP
(Acres)
The Colony PP
(Acres)
Total Water
Service Area(1)
(Acres)
Growth
(Acres)
2018 20 1,294 1,314 -
2023 98 1,446 1,544 230
2028 98 1,681 1,779 235
Buildout 109 1,773 1,882 103
(1) Total Water Service Area does not include the Austin Ranch area.
"m
"m
"m
"n
Lake Lewisville DENTON CO.COLLIN CO.DENTON CO.DENTON CO.COLLIN CO.152 ac.
56 ac.
86 ac.
73 ac.
68 ac.
48 ac.
27 ac.
25 ac.
17 ac.
13 ac.
12 ac.
3 ac.3 ac.2 ac.
83 ac.
111 ac.78 ac.
57 ac.
31 ac.
32 ac.
16 ac.
13 ac.
11 ac.
32 ac.
Frisco
Carrollton
Lewisville
Plano
Little Elm
Dallas
Hackberry
HebronMAIN STFM 423S H 1 2 1
F M 5 4 4 TEEL PKWYPLANO PKWY LEGACY DRPARKER RD
KING RD
E HEBR ON PKWY
MARSH LNN C O LO NY B L V D
M E M O R IALDRWIN
DHAVEN PKWYPAIGE RDE ROSEMEADE PKW Y
E S H 1 2 1 B U S BOYD RDSTON EBROOK PKWYLOBO LNFM 2281LEBANONRD4TH ARMY DRNJOSEYLNBLAIR OAKS DRMERLINDRS COLONYBLVD
NA SH DR
LEWISVILLE LAKE DAM ROSE LNK ING ARTHURBLVDBAKER DR
FISH HATCHERY RDE HILL PARK RDCHARLES STMIDWAY RD CRIDER RDSTANDRIDGE DRFURNE
A
U
X
LN
RAGANRD
DOZIERRDMILLER DRFRYER S T
F
O
XDR
LAVA CA TR
TIMB ER RIDGE DR
H W Y 1 2 1LONESTARRANCHPKWYPINELNK ELLY B L V D
PROVINCE DRANGEL FALLS DR
H I G H S H O A L S D R
K EYS DR
E BRANCH H O L L O W D R
SQ U I R E S D R
MORNINGSTARDRO XFORDWLEBANONRDNORRIS DR
MARE RD
LAKERIDGE RD
T U R N E R S TWSTONEBROOKPKWY
AVALONDRW
ELDORADO P KWYFLOWERS DR
CITATION CT
ELIZABE T H D R
MCKAMY TRLAZTEC DRS H 190NLEORA LN
L ILACLNA R B OR CR EEKDR TAYLOR
S
TARBOR GLEN RD
MILL B A N KHARDWICKE LNREEDD R
B
ANKSI
DESLAY DRROBERTS DR
ETHRIDGE DRHEBRON PK W YRICE DR
LADY OFTHELAKE
BLVD
COUNT RY S IDEFRISCOLAKESDR MARS
H
RID
GERDGL E N V IE W LN
I D L E W I L D D R
TALLEY LN
L
A
C
O
STADRKENS IN GTON DR
SUMNER ST
NERVIN ST COMP
ASSDROLD
G
ATERDADAMS DR
LIAM DR
ELMSTMEDICAL PKWYSTEINBECK STM A L O N E A V E
DELWEBBBLVD
BARC L A Y DR HIDA L G OLN
CO L U M BIN E W Y
CASTILLE DRWILCOX DRC R OWNPARK L N
RO CKCREEKPKWYLY MINGT O NRDLA K ESID E DR
CEDAR RANCHRD
H A R T F O RD D
R PARK RIDGE PLRAWLINS LNBISHOP HL
BILTMOOREDR
E
S
S
E
X
BLVDHONEYBEELN
DAVIDSON STTRINITYDRHIDDENCREEKLNECHOLSDR
BRESEE DR
CARROLL DRDAVIS DRPALACE PL
OSAGE PLTITTLE DRDIAMONDPOINTLN
C ARR ST
L A D Y B A N K
DIAMO N D R ID GE DR
CHEYENNEDR
N SHORE DR
COOKIE LN
LEGEND
LND O W E L L I N G C T
VOYAGER DR
NAVARRO WA Y
W I L D F I R E L N
PAT R I O T D R CANAL STHEADQUARTERSMCCLELLAN DRAUGUS
T
A
D
RPITKIN RDMESADRDOVER DRSANTAFETRLEREC DROTIS DRCULPEPPER RDDEERWOOD LNFORDHAM STAUTUMN TRLHARVE ST LN
S
YCAMORE D R
TEXAS DRPORTER DR
S IR G A W AINLNLARI
AT
TRLWESTWAY DRCAMERON BAY DR
C O R A L D R
NATIO
N D
R
S P A R K SRDAPACHE DRSTONEWALL DR
H
AY
WIC
K
FRIO WAY
OVERTON ST
HARBOR SPRINGSDRMORNINGDOVEBRIAR TREE LN
ROCKWOOD DR
WINDJAMM
ERDR
LIVY LNI O L A A V E
E A S TV A LE P A R K
KENTWOOD LN
GLEN HILL DR
SIENNA PL
OVERL A N D D R
RED OAK TRL
REMBRANDT DR
T O W N & C O U N T R Y B L V D
C A R N E G I E D RHIDDENCOVEPARKKNOTS L N
CABAZON DRKITE LNMAPLE DRSHADEWELL STSANDSTONE DR
ARBOR LNL I N K S
KE NT S H I RE L NPRESTWICK DRDARBY LNKYSER WAYARBOR VISTA DRTURNBERRY DRVILLAGE SPRINGS DRFAIR LN
CANOE WAY
A S P E N L N
DUSTWHIRL DRMAYWOOD CTSUN KING LN
LAKE BLUFF DR
CAMPFIRE LN
BISCAYNE DRC
Y
P
R
E
S
S P
T
D E X T E R L N
ASTAIRE DRSOTO LNL E G I R O N D R
S
A
G
E
M
O
N
T D
RLISMOREALCOVE DR
LINKS DRSAG E RI DGE DR
PALAMEDES STAPRIL H ILL LN
LAKE DISTRICT DR
OAK MOUNT DRREEDER DRSOMERVILLE DRRUMFORD RDHAMILTON DR
G O L D E N S P U R RIVER TRLTASCATE DRP E R E G R I N E T R L
B L U E R I D G E D R
DELAFORD DR
MAIN ST
BOYD RD
E S H 1 2 1 B U S
MIDWAY RDLEGACY DRHW Y 121STONEBROOK PKWY
LEBAN ON RD
MAIN ST
Ind i a nCreekS t e w artCree k
F urnea
ux
C
ree
kMidwayBranch
M cWho rterC r e e k
M cWh o r t e rCreekFIGURE 2-3CITY OF THE COLONYPROJECTED DEVELOPMENT
Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\(Figure_2-3)-Projected_Development_11x17.mxdUpdated: Friday, March 22, 2019 7:51:50 AMUser Name: 02499
!I0 3,400
SCALE IN FEET
LEGEND
Projected Development
5-Year Residen tial
5-Year Commercial
10-Year Reside ntial
10-Year Commercial
Road
Railroad
Stream
Lake
Parcel
USACE Property
Wat er Service Area
ETJ Boundary
Other City Limit
County Boundary
"m
"m
"m
"n
Lake Lewisville DENTON CO.COLLIN CO.DENTON CO.DENTON CO.COLLIN CO.IC-2131396115
WP-516181829
SC-23296299338364
IC-15959161169
IC-300016
SC-20159258258258
SC-933333340
SC-22253301301301
SC-21152154154154
SC-410101015
SC-1947474747
WP-10000
SC-177777
SC-516161619 SC-1618182929
SC-311110SC-1350505050
SC-226262626 SC-1088814
SC-634343434
SC-815151517
SC-735353535 SC-140004
WP-42222
SC-1832323232
SC-1213131313SC-1513131313
SC-114446
WP-30686868
WP-22101010 SC-10002
Frisco
Carrollton
Lewisville
Plano
Little Elm
Dallas
Hackberry
HebronMAIN STFM 423S H 1 2 1
F M 5 4 4 TEEL PKWYPLANO PKWY LEGACY DRPARKER RD
KING RD
E HEBR ON PKWY
MARSH LNN C O LO NYBLVDMEMORIA L D R
WIN
DHAVEN PKWYPAIGE RDE ROSEMEADE PKW Y
E S H 1 2 1 B U S
BOYD RD
STON EBROOK PKWYLOBO LNFM 2281LEBANONRD4TH ARMY DRNJOSEYLNMERLINDRLEWISVILLE LAKE DAM ROSE LNK ING ARTHURBLVDBAKER DR
FISH HATCHERY RDE HILL PARK RDCHARLES STMIDWAY RD CRIDER RDSTANDRIDGE DRPOLSER RD
FURNE
A
U
X
LN
RAGANRD
DOZIERRDFOX DR
LAVA CA TR
TIMB ER RIDGE DR
H W Y 12 1LONESTARRANCHPKWYPINELN
K ELLY B L V D
PROVINCE DRANGEL FALLS DR
H I G H S H O A L S D R
E BRANCH H O L L O W D R
S Q U IR E S D R
OX F ORDWLEBANONRDMARE RD
LAKERIDGE RDWSTONEB R O OK PKWY
AVALONDRW
ELDORADO P KWYFLOWERS DR
CITATION CT
ELIZABE T H D R
MCKAMY T R L
S H 190NLEORA LN
L ILACLNA R B OR CR EEKDR SPRINGCREEKPKWYTWIN FALLS DRHARDWICKE LNREEDD R
ETHRIDGE DRHEBRON PK W YLADY OFTHELAKE
BLVD
COUNT RY S IDEFRISCOLAKESDR M
ARSHRI
D
G
E
RDI D L E W I L D D R
TALLEY LN
L
A
C
O
STADRKENS IN GTON DR COMP
ASSDRMCKAMEY TR
LIAM DR
ELMSTMEDICAL PKWYSTEINBECK STCLEARWATER T R
DELWEBBBLVD
WOOD
S
I
DERDBARC L A Y DR HIDA L G OLN
CO L U M BIN E W Y
CASTILLE DR
C R OWNPARK L N
RO CKCREEKPKWYO A K CREEK DR
L YMING T ONRDCEDARRANCHRD
L A R K S P U R D R
H A R T F O RD D
R PARK RIDGE PLRAWLINS LNBISHOP HL
BILTMOOREDR
PRUIT T DR
E
S
S
E
X
BLVDHONEYBEELN TRINITYDRHIDDENCREEKLNVIRGINIAPINEDREC H O L S DRBRESEE DRDAVIS DRPALACE PL
RALE IGH DR OSAGE PLDIAMONDPOINTLN
DIAMO N D R ID GE DR
CHEYENNEDR ARBORHILLSWAYCOOKIE LN
NEWMAN RD
D O W E L L I N G C T
VOYAGE R DR
NAVARRO WA Y
W I L D F I R E L N
S EVILLA DR
CONEYISLA ND DR
PAT R I O T D R CANALSTMCCLELLAN DRAUGUS
T
A
D
RS
T
A
T
E
S
M
A
N
L
N
ELLIOT CTA
N
N
A A
V
E PITKIN RDMESADRSANTAFETRLOTIS DRCULPEPPER RDDEERWOOD LNFORDHAM STSYCAMOR E D R
BLAZINGSTARRDTEXAS DRMISSION AVE
PORTER DR
BEACH S T
S IR G A W A IN L NLARIATTRL
LINASTNATIO
N D
R
STONEWALL DR HA
Y
WICK
FRIO WAY
LIMERICK LN
OVERTON ST
PARAGONDRHARBOR SPRINGSDRMORNINGDOVEDRUIDHILLSDR
BRIAR TREE LN
LIVY LNLEWISDRSHERRY LN
CHOCTAW PLREMBRANDT DR
T O W N & C O U N T R Y B L V DHIDDENCOVEPARKKNOTS L N KITE LNR I V E RV I E W D R SHADEWELL STSANDSTONE DR
KURTH DR KE NT S H I RE L NPRESTWICK DRSAFE HARBOR DR
REPUBLIC DR
SCOTT RDKYSER WAYV E R B E N A L N TURNBERRY DRPINEVALLEY DRWINDMILL PTIVY GR EEN R D
ALICE LA BEALE AVE
CANOE WAY
A S P E N L N
DEL MOLIN AVE
CRESTEDGE DRTRAIL VIEW LN
SUN KING LN
CARSON LN
LAKE BLUFF DR
CANE HILL DR
C O L T R D
YA C H T C L U B D R
SIR BEDIVERE LN
D E X T E R L N SOTO LNCARUTH LN
L E G I R O N D R
FLICKER ST
SHADY POINT DRA L CO VE DR
LINKS DRPROSPECT DR
SAG E RI DGE DRWREXHAM STAPRIL H ILL LNREEDER DRSKYLINE DRSOMERVILLE DRRAMBLINGRIDGELNRUMFORD RDKETTLE CREEK DR
MOSS VINE DR
SIR WADE WAY
H A R V A R D LN
G O L D E N S P U R
ALLE GR O D R
P E R E G R I N E T R L
BALL DRE S H 1 2 1 B U S
MIDWAY RDMAIN ST
HW Y 121S
T
O
N
E
B
R
O
O
KPKWY LEGACY DRMAIN ST
India n C r eekSte w a r t CreekF urnea
ux
C
ree
kMidwayBranch
M cWho rterC r e e k
M cWh o r t e rCreekFIGURE 2-4CITY OF THE COLONYPROJECTED NON-RESIDENTIAL ACREAGEBY WASTEWATER BASIN
Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\(Figure_2-4)-NonResAcres_Growth_by_Subbasin_11x17.mxdUpdated: Friday, March 22, 2019 7:52:12 AMUser Name: 02499
!I
LEGEND
2018 - Buildout Non-Residential Acreage
Less than 25 Acres
25 - 50 Acres
Greater than 50 Acres
Major Basin
Indian Creek
Stewart Creek
Tribute Peninsula
Road
Railroad
Stream
Lake
Parcel
USACE Property
The Colony City Limit
ETJ Boundary
Other City Limit
County Boundary 0 3,400
SCALE IN FEET
Sub-Basin ID2018 Non-Residential Acreage (Total 1,314)2023 Non-Residential Acreage (Total 1,544)2028 Non-Residential Acreage (Total 1,779)Buildout Non-Residential Acreage (Total 1,899)
Water Master Plan Update
City of The Colony
3-1
3.0 WATER DEMAND PROJECTIONS
A water utility must be able to supply water at rates that fluctuate over time. Yearly, monthly, daily, and
hourly variations in water use occur, with higher use during dry years and in hot months. Also, water use
typically follows a diurnal pattern, being low at night and peaking in the early morning and evening. Flow
rates most important to the hydraulic design and operation of a pump station and distribution system are
average day (AD), maximum day (MD), and peak hour (PH) demands. Average day use is the total annual
water use divided by the number of days in the year. The average day demand rate is used as a basis for
estimating maximum day and peak hour demands. Maximum day demand is the maximum quantity of
water used on any one day of the year. Water supply facilities are typically designed based on the
maximum day demand. Peak hour use is the peak rate at which water is required during any one hour of
the year. Since minimum distribution pressures are usually experienced during peak hour, the sizes and
locations of distribution facilities are generally determined based on this condition.
HISTORICAL WATER DEMANDS
Reviewing historical water demands provides insight into selecting design criteria used to project future
water demands. Historical water production data was analyzed from 2010 through 2017. The City
provided daily water production data that was used in conjunction with NCTCOG population data to
calculate annual average day demand, maximum day to average day peaking factors, and per capita
consumption. Table 3-1 provides a breakdown of the historical water supply usage by source, and Figure
3-1 provides a graphical representation of water usage by source. The City of The Colony’s historical water
usage is summarized in Table 3-2.
Table 3-1: Historical Usage by Source
Year
Average
Groundwater
Usage
(MGD)
Average
DWU
Usage
(MGD)
Average
Plano
Usage
(MGD)
Total
Average
Usage
(MGD)
%
Groundwater
Usage
%
DWU
Usage
%
Plano
Usage
2013 0.72 3.53 0.38 4.63 15% 76% 8%
2014 0.62 3.59 0.39 4.60 13% 78% 8%
2015 0.87 3.55 0.41 4.84 18% 73% 9%
2016 0.95 3.58 0.39 4.93 19% 73% 8%
2017 1.12 3.72 0.37 5.21 21% 71% 7%
AVERAGE 0.86 3.59 0.39 4.84 18% 74% 8%
Water Master Plan Update
City of The Colony
3-2
Figure 3-1: 2013-2017 Average Water Usage by Source
18%
74%
8%
% Groundwater
Usage
% DWU
Usage
% Plano
Usage
Water Master Plan Update
City of The Colony
3-3
Table 3-2: Historical Water Usage
Year Population (1)
The
Colony
PP
Average
Day
Demand
(MGD)
Austin
Ranch
PP
Average
Day
Demand
(MGD)
Tribute
PP
Average
Day
Demand
(MGD)
Total
Average
Day
Demand
(MGD)
Average
Day
Demand
(gpcd)
The
Colony PP
Maximum
Day
Demand
(MGD)
Austin
Ranch PP
Maximum
Day
Demand
(MGD)
Tribute
PP
Maximum
Day
Demand
(MGD)
Total
Maximum
Day
Demand
(MGD)
Maximum
Day to
Average
Day
Peaking
Factor
2011 36,230 4.44 0.37 0.13 4.94 136 9.50 0.43 0.26 10.18 2.06
2012 36,590 4.16 0.37 0.14 4.67 128 8.18 0.37 0.43 8.99 1.93
2013 37,510 4.00 0.38 0.17 4.55 121 8.02 0.42 0.37 8.81 1.94
2014 38,730 3.90 0.39 0.27 4.56 118 6.83 0.39 0.51 7.73 1.69
2015 39,310 4.10 0.41 0.28 4.80 122 8.02 0.56 1.29 9.87 2.06
2016 39,810 4.11 0.39 0.37 4.88 123 7.20 0.54 1.05 8.80 1.80
2017 41,160 4.28 0.37 0.45 5.11 124 6.26 0.95 1.02 8.23 1.61
Average 4.14 0.38 0.26 4.79 125 7.72 0.52 0.70 8.94 1.87
Maximum 4.44 0.41 0.45 5.11 136 9.50 0.95 1.29 10.18 2.06
(1) Historical population data from NCTCOG
Water Master Plan Update
City of The Colony
3-4
WATER DEMAND PROJECTIONS
Water demands were projected for 2018, 2023, 2028, and Buildout conditions. The evaluation of
historical data provided a basis for determining the design criteria used to project water demands for The
Colony and Tribute service areas.
Historical water usage data indicated the maximum day to average day peaking factor ranged from 1.61
to 2.06 over the last seven years, with an average value of 1.87. A peaking factor of 2.0 was selected for
future year demands in the City. The City’s overall historical average day demand ranged from 118 gpcd
to 136 gpcd, with an average value of 125 gpcd. The average demand of 125 gpcd was selected for future
year projections. A peak hour to maximum day peaking factor of 1.8 was selected for the system. The
design criteria and water demand projections for each pressure plane and the total system are shown in
Table 3-3, Table 3-4, Table 3-5, and Table 3-6. The base year represents existing conditions using the
selected design criteria. The base year demand does not necessarily reflect what actually occurred in
2018 but rather what could have occurred based on historical trends. Figure 3-2 illustrates the historical
and projected water demand for the City of The Colony.
Water Master Plan Update
City of The Colony
3-5
Table 3-3: Water Demand Projections for Tribute Pressure Plane
Year Population
Average
Day
Per-Capita
(gpcd)
Average
Day
Demand
(MGD)
MD:AD
Peaking
Factor
Maximum
Day
Demand
(MGD)
PH:MD
Peaking
Factor
Peak Hour
Demand
(MGD)
2018 4,019 125 0.50 2.0 1.00 1.8 1.81
2023 5,610 125 0.70 2.0 1.40 1.8 2.52
2028 5,610 125 0.70 2.0 1.40 1.8 2.52
Buildout 7,144 125 0.89 2.0 1.79 1.8 3.21
Table 3-4: Water Demand Projections for The Colony Pressure Plane
Year Population
Average
Day
Per-Capita
(gpcd)
Average
Day
Demand
(MGD)
MD:AD
Peaking
Factor
Maximum
Day
Demand
(MGD)
PH:MD
Peaking
Factor
Peak Hour
Demand
(MGD)
2018 35,000 125 4.38 2.0 8.75 1.8 15.75
2023 39,261 125 4.91 2.0 9.82 1.8 17.67
2028 43,316 125 5.41 2.0 10.83 1.8 19.49
Buildout 52,063 125 6.51 2.0 13.02 1.8 23.43
Table 3-5: Total Water Service Area(1) Water Demand Projections
Year Population
Average Day
Per-Capita
(gpcd)
Average
Day
Demand
(MGD)
MD:AD
Peaking
Factor
Maximum
Day
Demand
(MGD)
PH:MD
Peaking
Factor
Peak Hour
Demand
(MGD)
2018 39,019 125 4.88 2.0 9.75 1.8 17.56
2023 44,871 125 5.61 2.0 11.22 1.8 20.19
2028 48,926 125 6.12 2.0 12.23 1.8 22.02
Buildout 59,207 125 7.40 2.0 14.80 1.8 26.64
(1) Total Water Service Area does not include the Austin Ranch Pressure Plane which is served by The City of Plano.
Table 3-6: Water Demand Projections for Austin Ranch(1) Pressure Plane
Year Population
Average Day
Per-Capita
(gpcd)
Average
Day
Demand
(MGD)
MD:AD
Peaking
Factor
Maximum
Day
Demand
(MGD)
PH:MD
Peaking
Factor
Peak
Hour
Demand
(MGD)
2018 3,273 125 0.41 2.0 0.82 1.8 1.47
2023 3,564 125 0.45 2.0 0.89 1.8 1.60
2028 4,551 125 0.57 2.0 1.14 1.8 2.05
Buildout 8,394 125 1.05 2.0 2.10 1.8 3.78
(1) The Austin Ranch Pressure Plane is within the city limits but is outside the water service area. The City of Plano
provides water service to the Austin Ranch Pressure Plane.
Water Master Plan Update
City of The Colony
3-6
Figure 3-2: Historical and Projected Water Demands
4.88
5.61 6.12
7.40
0.41 0.45 0.57 1.05
9.75
11.22
12.23
14.80
0.82 0.89 1.14
2.10
17.56
20.19
22.02
26.64
1.47 1.60 2.05
3.78
0
5
10
15
20
25
30
2010 2015 2020 2025 2030 2035 2040 2045WATER DEMAND (MGD)YEAR
Service Area (The Colony PP+ Tribute PP) Avg Day Austin Ranch Avg Day
Service Area (The Colony PP + Tribute PP) Max Day Austin Ranch Max Day
Service Area (The Colony PP + Tribute PP) Peak Hour Austin Ranch Peak Hour
Projected Historical
Water Master Plan Update
City of The Colony
4-1
4.0 EXISTING WATER SYSTEM
The City of The Colony’s water distribution system currently consists of a network of water lines, five
pump stations, four elevated storage tanks, seven ground storage tanks, five groundwater well sites, and
one automated control valve for filling the Tribute Ground Storage Tank. Figure 4-1 shows the existing
water distribution system for the City of The Colony. Additionally, a full-size map of Figure 4-1 is provided
in Appendix E.
WATER SUPPLY
The City of The Colony primarily relies on wholesale water suppliers to provide water to its residents.
Currently, the City purchases treated surface water from Dallas Water Utilities (DWU), and The City of
Plano. The existing maximum rate from DWU is 10.0 MGD (7,013 gpm) at the Office Creek Pump Station.
The City of Plano maximum supply rate is 4.0 MGD (2,778 gpm) to supply the Austin Ranch pressure plane.
Existing groundwater well capacity is approximately 9.3 MGD (6,465 gpm). Table 4-1 summarizes the
available water supply from each source. Groundwater wells are maintained to supplement supply and
buffer summer peak demands; groundwater wells are discussed in more detail in Section 4.7.
Table 4-1: Water Supply Summary
Source Water Supply
(MGD) (gpm)
City GW Wells 9.3 6,465
DWU 10.0 7,013
City of Plano 4.0 2,778
Total 23.0 16,256
PRESSURE PLANES
The distribution system is separated into two pressure planes (PPs): the Tribute PP and The Colony PP.
The Tribute PP encompasses the Wynnwood Peninsula in the northwestern portion of the service area.
The Colony PP generally encompasses the remainder of the City limits, excluding the Austin Ranch area.
The Austin Ranch area is currently served by the City of Plano and is separate from the Colony’s water
system.
The Colony PP has a static hydraulic gradient of 735 feet, and ground elevations range from approximately
524 feet to 624 feet. The primary water supply to The Colony PP is through a 36” transmission main which
Water Master Plan Update
City of The Colony
4-2
delivers water from DWU to the City’s Office Creek GST. From there, water is re-pumped out into the
distribution system. Additionally, five groundwater wells are used to supplement water supply within The
Colony PP. Each groundwater well pumps into an onsite GST(s), and from there the water is re-pumped
into the distribution system.
The Tribute PP is fed by a 24-inch transmission line which transfers water from the Colony PP along
Highway 423 (Main Street) to the Tribute GST. The Tribute Pump Station fills the Tribute EST which has an
overflow elevation of 698 feet, which sets the static hydraulic gradient. Ground elevations of the service
connections in the Tribute PP range from approximately 527 feet to 556 feet.
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Office Creek PS #4 (2) - 3.0 MG Ground Storage Tanks(1) - 2,000 gpm Pump(2) - 4,500 gpm Pumps(1) - 6,000 gpm Pump
Clover Valley PS #1(1) - 0.4 MG Ground Storage Tank(2) - 500 gpm Pumps(1) - 1,300 gpm Pump
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Tribute PS(1) - 1.0 MG Ground Storage Tank(4) - 1,000 gpm Pumps
0.5 MG N Colony EST #2Overflow Elev. = 735'
1.0 MG Tribute ESTOverflow Elev. = 698'
N Colony PS #3(1) - 1.0 MG Ground Storage Tank(2) - 2,100 gpm Pumps
Trinity Well #2Capacity = 1,500 gpm
Paluxy Well #2Capacity = 610 gpm
Trinity Well #4Capacity = 2,180 gpm
Trinity Well #1Capacity = 175 gpm
Trinity Well #3Capacity = 2,000 gpm
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FIGURE 4-1CITY OF THE COLONYEXISTING WATER SYSTEM
Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\(Figure_4-1)_Existing_Water_System_11x17.mxdUpdated: Tuesday, April 23, 2019 9:31:23 AMUser Name: 02499
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USACE Property
Water Service Area
ETJ Boundary
Other City Limit
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SCALE IN FEET
PRESSURE PLANES
The Colony
Tribute
Austin Ranch(Service from Plano)
Water Master Plan Update
City of The Colony
4-4
WATER LINES
The City of The Colony’s water model system consists of 178 miles of water lines, ranging in size from 1-
inch to 30-inches. Figure 4-2 illustrates the percentage of modeled water line length by diameter based
on information from the City’s Geographic Information System (GIS).
Figure 4-2: Water Line Length by Diameter
PUMP STATIONS
The Office Creek Pump Station is supplied from DWU through a 36-inch supply line from the southwest.
The Office Creek Pump Station distributes water to the Colony Pressure Plane and has a total capacity of
24.5 MGD and a firm capacity of 15.8 MGD. The Clover Valley pump station has a total capacity of 3.3
MGD with a firm capacity of 1.4 MGD. The Main and Whitt site has two independent pump stations— one
which pumps from the 0.4 MG GST and the other which pumps from the 0.6 MG GST. The pump station
which draws from the 0.4 MG GST has a total capacity of 1.7 MGD with a firm capacity of 0.7 MGD. The
pump station which draws from the 0.6 MG GST has a total capacity of 4.0 MGD and a firm capacity of 2.0
0.0%0.2%0.1%0.0%
21.2%
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1.3%
22.4%
0.4%
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0%
5%
10%
15%
20%
25%
30%
35%
40%
45%
50%
1"2"4"5"6"8"10"12"14"16"18"20"24"30"Percentage of Total Main LengthDiameter
Water Master Plan Update
City of The Colony
4-5
MGD. North Colony Pump Station #3 has a total capacity of 6.0 MGD with a firm capacity of 3.0 MGD. The
Wynnwood Pump Station supplies the Tribute Pressure Plane and has a total capacity of 5.8 MGD and a
firm capacity of 4.3 MGD. Firm pumping capacity represents the pump station capacity with the largest
pump out of service. Table 4-1 provides a summary of the City’s pumping facilities in gallons per minute
(gpm) and million gallons per day (MGD).
Table 4-2: Summary of Pump Stations
Pump Station Pump Number Rated Capacity
(gpm)
Rated
Capacity
(MGD)
Clover Valley PS #1
1 500 0.72
2 500 0.72
3 1,300 1.87
Total Capacity 2,300 3.31
Firm Capacity 1,000 1.44
Main and Whitt PS #2
(0.4 MG GST Train)
1 700 1.01
2 500 0.72
Total Capacity 1,200 1.73
Firm Capacity 500 0.72
Main and Whitt PS #2
(0.6 MG GST Train)
1 1,400 2.02
2 1,400 2.02
Total Capacity 2,800 4.03
Firm Capacity 1,400 2.02
North Colony PS #3
1 2,100 3.02
2 2,100 3.02
Total Capacity 4,200 6.05
Firm Capacity 2,100 3.02
Office Creek PS #4
1 2,000 2.88
2 4,500 6.48
3 4,500 6.48
4 6,000 8.64
Total Capacity 17,000 24.48
Firm Capacity 11,000 15.84
Tribute PS
1 1,000 1.44
2 1,000 1.44
3 1,000 1.44
4 1,000 1.44
Total Capacity 4,000 5.76
Firm Capacity 3,000 4.32
Water Master Plan Update
City of The Colony
4-6
STORAGE FACILITIES
The City currently utilizes seven ground storage tanks (GSTs) within the distribution system. Two 3.0
million gallon (MG) GSTs are located at the Office Creek Pump Station facility. The tanks are filled from
the DWU supply line and/or Trinity Well #4, and they provide suction to the Office Creek Pump Station.
One 0.4 MG GST is situated at the Clover Valley Pump Station facility. The tank is filled by two groundwater
wells, Trinity Well #1 and Paluxy Well #2, and provides suction to the Clover Valley Pump Station. The
Main and Whitt Pump Station facility has two GSTs: one 0.4 MG tank and one 0.6 MG tank. Both tanks are
filled with groundwater from Trinity Well #2 and provide suction to the on-site pump stations. A 1.0 MG
GST is filled by Trinity Well #3 and provides suction to Pump Station #3. The Tribute Pump Station facility
has one 1.0 MG GST which is filled from The Colony Pressure Plane through a 24” transmission main and
provides suction to the Tribute Pump Station.
Additionally, four ESTs are located throughout the distribution system. The Clover EST, Chesapeake EST,
and North Colony EST all serve The Colony Pressure Plane. The Tribute EST serves the Tribute Pressure
Plane. Table 4-2 presents a summary of the City’s existing ground storage tanks and Table 4-3 shows the
elevated storage facilities.
Water Master Plan Update
City of The Colony
4-7
Table 4-3: Existing System Ground Storage Tank Facilities
Pressure
Plane
Supplied
Tank Name Capacity
(MG)
Colony
Clover GST 0.4
Main and Whitt GST 0.4 0.6
North Colony GST 1.0
Office Creek GST 3.0 3.0
SubTotal 8.4
Tribute Tribute GST 1.0
SubTotal 1.0
Total Ground Storage 9.4
Table 4-4: Existing System Elevated Storage Tank Facilities
Pressure
Plane
Supplied
Tank Name Capacity
(MG)
Overflow
Elevation
(feet)
Colony
Clover EST #1 0.5 735
North Colony EST #2 0.5 735
Chesapeake EST #3 1.0 735
SubTotal 2.0
Tribute Tribute EST 1.0 698
SubTotal 1.0
Total Elevated Storage 3.0 -
CONTROL VALVES
The City operates one automated control valve for filling the Tribute Ground Storage Tank . The valve
opens to allow water from the Colony PP to fill the Wynnwood/Tribute GST.
GROUNDWATER WELLS
The City of The Colony currently operates five groundwater wells. The groundwater is used to supplement
the purchased surface water. On average over the past five years, approximately 20% of the City’s water
supply to the Colony and Tribute PP’s has come from groundwater. The remaining 80% has been supplied
by DWU. Each of the groundwater facilities consist of a groundwater well, a ground storage tank(s), and
a pump station. At these facilities, the groundwater well fills the GST (the Office Creek GST is also filled
Water Master Plan Update
City of The Colony
4-8
by the DWU wholesale supply line) that provides suction for the pump station to pump groundwater into
the distribution system. Table 4-4 provides a summary of the groundwater well facilities.
Table 4-5: Existing System Groundwater Well Facilities
Well
Pump
Station Address Pressure
Plane
Ground Storage
Capacity
(Gallons)
Well
Capacity
(gpm)
Trinity Well #1 Clover Valley
PS #1
5033 Clover
Valley The Colony
400,000
175
Paluxy Well #2 Clover Valley
PS #1
5033 Clover
Valley The Colony 610
Trinity Well #2 Main and
Whitt PS #2
6908 Main
St. The Colony 1,000,000 1,500
Trinity Well #3 North Colony
PS #3
5755 North
Colony Blvd. The Colony 1,000,000 2,000
Trinity Well #4 Office Creek
PS #4
4180 Main
St. The Colony 6,000,000 2,180
TOTAL = 6,465
Water Master Plan Update
City of The Colony
5-1
5.0 MODEL UPDATE AND CALIBRATION
The hydraulic model is one of the most critical elements in the analysis of water distribution systems.
Field pressure testing was performed to assist with the calibration of the water system model. The
calibrated water system model was then used to conduct hydraulic analyses to identify deficiencies in the
City of The Colony’s existing water distribution system before analyzing projected future conditions.
FIELD TESTING
To assist with model calibration and supplement available operational data, field pressure testing was
conducted March 5, 2018 – March 27, 2018. Ten pressure recorders were installed throughout the
distribution system based on geographic coverage and areas of high and low elevations. Locations of the
pressure recorders are illustrated on Figure 5-1. Minimum, maximum, and average pressures were
recorded every five minutes at each location. Pressure generally ranged from about 40 psi to 80 psi.
Pressure Recorder #1 malfunctioned during the recording period, and the data could not be recovered.
Appendix A includes the pressure recorder data for Pressure Recorders #2-10 from the field testing
period.
MODEL UPDATE AND CALIBRATION
5.2.1 Physical Network
The previous water model was converted from H20Map Water by Innovyze® to InfoWater by Innovyze®
and includes all pipes in the distribution system. FNI digitized recent project as-builts and final design
plans into GIS to update the City’s GIS records. New pipes were imported into the model from the City’s
updated GIS. The model includes 2,613 pipes, ranging in size from 1-inch to 30-inches. Initial Hazen-
Williams roughness coefficients for new pipelines imported into the model were assigned a C-value of
130. Existing C-values, ranging from 100-155, were maintained for pipes already in the model from the
previous model update. All pumping, and storage facilities were updated manually, as needed, based on
as-built drawings and information provided by the City.
The Tribute pressure plane was modeled using a control valve to regulate the filling of the GST and by
closing the bypass piping to isolate the Tribute pressure plane from the Colony pressure plane. The filling
rate was based on SCADA data for the GST.
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Office Creek PS #4 (2) - 3.0 MG Ground Storage Tanks(1) - 2,000 gpm Pump(2) - 4,500 gpm Pumps(1) - 6,000 gpm Pump
Clover Valley PS #1(1) - 0.4 MG Ground Storage Tank(2) - 500 gpm Pumps(1) - 1,300 gpm Pump
1.0 MG Chesapeake EST #3Overflow Elev. = 735'0.5 MG Clover EST #1Overflow Elev. = 735'
Tribute PS(1) - 1.0 MG Ground Storage Tank(4) - 1,000 gpm Pumps
0.5 MG N Colony EST #2Overflow Elev. = 735'
1.0 MG Tribute ESTOverflow Elev. = 698'
N Colony PS #3(1) - 1.0 MG Ground Storage Tank(2) - 2,100 gpm Pumps
Trinity Well #2Capacity = 1,500 gpm
Paluxy Well #2Capacity = 610 gpm
Trinity Well #4Capacity = 2,180 gpm
Trinity Well #1Capacity = 175 gpm
Trinity Well #3Capacity = 2,000 gpm
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FIGURE 5-1CITY OF THE COLONYPRESSURE RECORDER LOCATIONS
Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\(Figure_5-1)_Pressure_Recorder_Locations_11x17.mxdUpdated: Tuesday, April 23, 2019 9:31:15 AMUser Name: 02499
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Water Master Plan Update
City of The Colony
5-3
5.2.2 Demand Allocation
Existing demands were allocated to the model using customer billing accounts. The active water meters
in July 2017 were spatially located and the associated consumption was assigned to the nearest model
node. Of the 13,178 meters FNI received data for, 99% were able to be matched to locations within the
City limit by geocoding. These geocoded water meters are shown on Figure 5-2.
Since the Water Master Plan Update was prepared concurrently with the Wastewater Master Plan
Update, water demands and sewer flows allocation methodology for future planning scenarios was
consistent between the two plans. Demands for known future developments were assigned as point
demands, and the remaining demand growth was globally apportioned by wastewater sub-basin.
5.2.3 Extended Period Simulation Calibration
To verify that the hydraulic model accurately represented the actual distribution system, a model
calibration analysis was performed. The calibration process involves adjusting system operation, C-values,
demand allocation, and peaking factors to match a known condition. The 24-hour period occurring on
March 11, 2018 from midnight to midnight was selected for calibration. Demands assigned to model
nodes were scaled up to match the calibration day demand of 4.04 MGD. The following sections provide
a summary of the calibration process, the adjustments made during calibration, and the modeled results
compared to the actual recorded values.
5.2.4 Diurnal Pattern
The City provided Supervisory Control and Data Acquisition (SCADA) readings for ground and elevated
storage tank levels and pump station flow rates. Flow and tank level data were utilized to calculate an
overall diurnal pattern by examining water going into (supply) and out of (demand) the distribution
system. For calibration, a composite diurnal curve was created by averaging the calculated diurnal curves
from March 1, 2018 through March 30, 2018. Figure 5-3 shows the composite calculated system diurnal
pattern which was used for calibration and maximum day analyses. Diurnal factors for the “composite”
24-hour period ranged from 0.5 to 1.35.
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FIGURE 5-2CITY OF THE COLONYWATER BILLING METERSNOVEMBER 2017 CONSUMPTION
Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\(Figure_5-2)-Water_Billing_Meters_11x17.mxdUpdated: Tuesday, April 23, 2019 9:39:19 AMUser Name: 02499
!I
LEGEND
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SCALE IN FEET
Water Master Plan Update
City of The Colony
5-5
Figure 5-3: “Composite” Water System Diurnal Pattern
5.2.5 Calibration Controls and Adjustments
During the extended period simulation (EPS) calibration, adjustments were made to the model to match
the known conditions of March 11, 2018. The half hour SCADA values are an instantaneous reading of
flows and tank levels at a given time and do not account for changes between readings. For calibration,
pump controls were set to turn pumps on and off at according the reported SCADA data. The minor losses
in the model at the pump stations were adjusted to account for headloss associated with smaller diameter
piping, bends, and valving that is internal to the pump stations. These minor loss adjustments were based
on pump station record drawings and also a calibration effort to simulate the flowrates that were provided
in from SCADA.
The control valve which regulates flow into the Wynnwood/Tribute GST was modeled as a flow control
valve to simulate the throttled position in the field and to regulate the filling of the tank while minimizing
the effects on the pressures upstream within The Colony PP.
0
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0 6 12 18 24Demand MultiplierTime of Day (Hour)
Water Master Plan Update
City of The Colony
5-6
5.2.6 Calibration Results
Figure 5-4, Figure 5-5, and Figure 5-6 show representative calibration graphs. The results suggest a good
correlation between recorded and modeled values and provide confidence in the accuracy of the model.
The flow, pressure, and tank modeled results versus City recorded SCADA data for the EPS calibration are
summarized on the graphs included in Appendix B.
Figure 5-4: North Colony EST Calibration Results
Water Master Plan Update
City of The Colony
5-7
Figure 5-5: Pressure Recorder #6 Calibration Results (Stewart Blvd at Northpark Dr)
Figure 5-6: Wynnwood PS Flow Calibration
Water Master Plan Update
City of The Colony
6-1
6.0 WATER SYSTEM ANALYSIS AND HYDRAULIC MODELING
As a public water utility, the City of The Colony must comply with the rules and regulations for public
water systems set forth by the Texas Commission on Environmental Quality (TCEQ) in Chapter 290.
Hydraulic model analyses were conducted to identify any deficiencies in the City of The Colony’s existing
water distribution system and to analyze future conditions through Buildout. Parameters used in
evaluating the system included increasing system reliability, meeting required fire flows, and maintaining
proper residual pressures.
DESIGN CRITERIA
FNI developed and utilized design criteria to evaluate system operation under existing and future
conditions. These criteria are typically more stringent than TCEQ requirements and take into consideration
many additional factors including operational flexibility, fire suppression, and energy efficiency.
6.1.1 Service Pumping and Storage Capacity
FNI recommends a combination of pumping and elevated storage to meet peak hour demands with
service pumping responsible for meeting 125% of the maximum day demands and elevated storage
meeting the difference between peak hour demands and 125% of maximum day demands. The design
criteria used to analyze elevated storage tank capacity is the volume required to provide adequate
equalization storage for peak hour demands plus emergency storage for fire protection. It is typically
assumed that half of the elevated storage tank capacity is used to meet peak hourly demands in excess of
the maximum day rate (equalization volume), while the other half of the tank is used for fire protection
and emergency conditions (fire/emergency volume). For the recommended elevated storage calculation,
a fire flow requirement of 3,000 gpm for a 3-hour duration was selected. The design criteria used to
analyze ground storage tank capacity was the ability to supply 8 to 12 hours of maximum day demand.
Water Master Plan Update
City of The Colony
6-2
6.1.2 Pressure
TCEQ regulations state that under normal operating conditions, a minimum pressure of 35 psi must be
maintained at all times throughout the system. The exception to this rule is under emergency fire flow
situations where the pressure is then permitted to drop to 20 psi until the emergency is addressed.
6.1.3 Fire Flow
Residential and commercial fire flow requirements typically range from 1,000 to 1,500 gpm, while some
industrial fire flows can approach 3,000 gpm or greater. According to ISO requirements, the maximum fire
flow that a city is required to provide is 3,500 gpm. Fire flows needed in excess of 3,500 gpm, must be met
by individual development.
6.1.4 Velocity and Headloss
A maximum water line velocity of 5 feet/second (ft/s) and a maximum friction loss of 3 feet (ft) per 1,000
ft of water line length are recommended for water transmission lines (diameter larger than 16-inches). A
maximum water line velocity of 7 ft/s and a maximum friction loss of 7 ft/1,000 ft are recommended for
water distribution lines (diameter 16-inches and smaller).
TCEQ CAPACITY REQUIREMENTS—EXISTING SYSTEM
6.2.1 Existing Water Supply Capacity
As a public water utility, the City of The Colony must comply with the rules and regulations for public
water systems set forth by TCEQ in Chapter 290. The City is required to meet TCEQ water supply
requirements of having a firm transfer pumping capacity combined with a total groundwater pumping
capacity of 0.6 gpm per connection. The City provided an estimated number of connections in each PP as
of March 2017. Table 6-1 presents the TCEQ water supply requirements for the existing water system.
Water Master Plan Update
City of The Colony
6-3
Table 6-1: Existing TCEQ Water Supply Capacity Requirements
Existing
Connections
Existing Water
Supply Capacity(1)
(MGD)
TCEQ Requirement
0.6 gpm/connection
(MGD)
Meets TCEQ
Requirement?
The Colony
+ Tribute 15,251 19.3 13.2 Yes
Austin
Ranch 3,096 4.0 2.7 Yes
(1) Existing water supply capacity to the Colony and Tribute areas include 10.0 MGD from DWU, and 9.3 MGD
from groundwater. Existing water supply to the Austin Ranch area includes purchas ed water from the City of
Plano.
Based on the regulations, the City is currently in compliance with the minimum water supply capacity
requirement.
6.2.2 Existing Storage Capacity
The City is required to meet the TCEQ elevated storage capacity requirement of 100 gallons per
connection and the total storage capacity requirement of 200 gallons per connection. The number of
connections per PP was used to calculate the TCEQ minimum required storage. A comparison of the City’s
existing storage by PP to TCEQ requirements is shown in Table 6-2.
Table 6-2: Existing TCEQ Storage Requirements
Pressure
Plane
Existing
Connections
Total Storage(1)
(MG)
Elevated Storage
(MG) Meets TCEQ
Requirement?
Elevated
Storage
per
Connection
Existing Required Existing Required (gal/conn.)
Colony 14,307 - - 2.0 1.4 Yes -
Tribute 944 - - 1.0 0.1 Yes -
Total 15,251 12.4 3.1 3.0 1.5 Yes 196
(1) Total Storage is evaluated on the whole system and not on an individual pressure plane basis.
Based on the regulations, the City is compliant with the minimum amount of total and elevated storage
capacity requirements.
Water Master Plan Update
City of The Colony
6-4
6.2.3 Existing Pumping Capacity
In addition to storage and water supply requirements, the City is also required to meet the service
pumping capacity requirements presented in Table 6-3.
From Table 6-2, The Colony has 196 gallons per connection of elevated storage; therefore, Condition 2
from Table 6-3 applies. Based on the City’s projected demands, Condition 2b is the lesser of Condition 2
and governs the City’s service pumping capacity, which requires that the City be able to meet peak hourly
demands with firm pumping capacity.
Table 6-3: TCEQ Service Pumping Requirements
Condition Service Pumping Capacity Requirement (1)
1. If providing at least 200
gallons per connection of
elevated storage
Two service pumps with a minimum combined capacity of 0.6 gpm
per connection at each pressure plane
2. If providing less than 200
gallons per connection of
elevated storage
The lesser of (a) or (b):
(a) Total pumping capacity of 2.0 gpm per connection
(b) Total capacity of at least 1,000 gpm and the ability to meet peak
hourly demands with the largest pump out of service
(1) According to 290.45(b)(1)(D)(iii).
The City currently has enough firm pumping capacity in each pressure plane to meet existing peak hour
demands as shown in Table 6-4.
Table 6-4: Peak Hour Demands and Pumping Capacity
Pressure Plane Peak Hour
Demand
Firm Pumping
Capacity
TCEQ Requirement
Met?
The Colony 10,938 gpm
(15.75 MGD)
16,000 gpm
(23.04 MGD) YES
Tribute 1,257 gpm
(1.81 MGD)
3,000 gpm
(4.32 MGD) YES
Water Master Plan Update
City of The Colony
6-5
FUTURE WATER SYSTEM ANALYSIS
6.3.1 Future Required Water Supply Capacity
Table 6-5 shows the City’s water supply capacity compared to TCEQ water supply requirements for future
planning periods. This information is presented graphically in Figure 6-1.
Table 6-5: Projected Water Service Area(1) Water Supply Capacity Requirements
Year Number of
Connections
TCEQ Requirement 0.6
gpm/connection
(MGD)
Water Supply Capacity
(MGD)
2018 15,251 13.2 19.3
2023 17,366 15.0 19.3
2028 19,024 16.4 19.3
Build-out 22,960 19.8 21.1
(1) Water Service Area does not include the Austin Ranch PP.
Water Master Plan Update
City of The Colony
6-6
Figure 6-1: Required Future Supply Compared to Existing Supply
13.2
15.0
16.4
19.8
0
5
10
15
20
25
2018 2023 2028 BuildoutSupply (MGD)Year
DWU Supply Ex. Groundwater Wells Prop. Groundwater Wells TCEQ Req'd Supply
Water Master Plan Update
City of The Colony
6-7
6.3.2 Future Required Storage Capacity
The City is required to meet the TCEQ total storage requirements of 200 gallons per connection and
elevated storage capacity requirement of 100 gallons per connection. Table 6-6 shows the City’s elevated
storage capacities compared to TCEQ storage requirements for future planning periods.
Figure 6-2 through Figure 6-3 show FNI recommended elevated storage for each PP compared with
existing elevated storage capacities. FNI design criteria are typically more stringent than TCEQ
requirements as they incorporate maintaining adequate equalization volume for peak hour demands as
well as storage for emergency situations such as fire suppression.
The existing elevated storage capacity of 2.0 MG in the Colony PP allows the City to meet TCEQ minimum
elevated storage requirements for existing conditions. However, an elevated storage shortfall is projected
by 2023 in The Colony PP. Additional elevated storage in The Colony PP is recommended to meet 2023
needs through Buildout. A new 1.0 MG EST project (CIP Project #1) has been identified as necessary to
satisfy future projected conditions. The existing elevated storage of 1.0 MG in the Tribute PP is sufficient
to meet TCEQ minimum and FNI recommended elevated storage requirements through Buildout
conditions. The City’s existing storage (elevated and ground) satisfies TCEQ total storage criteria through
Buildout conditions.
Water Master Plan Update
City of The Colony
6-8
Table 6-6: Projected Storage Capacity Requirements
Year Connections
TCEQ
Required
Total Storage
200 gal/con.
(MG)
TCEQ Required
Elevated
Storage 100
gal/con.
(MG)
Peak
Demand(1)
(MGD)
Peak
Volume(2)
(MG)
Fire
Volume(3)
(MG)
Elevated
Storage
Design
Criteria(4)
(MG)
Recommended
Elevated
Storage(5)
(MG)
Existing
Elevated
Storage
(MG)
COLONY Pressure Plane Storage Evaluation
2018 14,307 2.86 1.43 5.69 0.95 0.54 1.90 2.00 2.00
2023 16,049 3.21 1.60 6.38 1.06 0.54 2.13 3.00
2028 17,706 3.54 1.77 7.04 1.17 0.54 2.35 3.00
Build-Out 21,282 4.26 2.13 8.46 1.41 0.54 2.82 3.00
TRIBUTE Pressure Plane Storage Evaluation
2018 944 0.19 0.09 0.66 0.11 0.54 0.65 1.00 1.00
2023 1,318 0.26 0.13 0.91 0.15 0.54 0.69 1.00
2028 1,318 0.26 0.13 0.91 0.15 0.54 0.69 1.00
Build-Out 1,678 0.34 0.17 1.15 0.19 0.54 0.73 1.00
(1) Peak Demand = Peak Hour - (1.15) X Maximum Day.
(2) Peak Volume = Peak Demand for a duration of 4 hours.
(3) Fire Volume = 3,000 gpm X 3 hours.
(4) Greater of (2 X Peak Volume) or (Peak Volume + Fire Volume).
(5) Recommended storage capacities reflect existing system and phased improvements.
Water Master Plan Update
City of The Colony
6-9
Figure 6-2: The Colony Pressure Plane Recommended Elevated Storage Capacity
1.43
1.60
1.77
2.13
1.90
2.13
2.35
2.82
2.00
3.00 3.00 3.00
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
2018 2023 2028 Build-OutElevated Storage Volume (MG)Year
TCEQ Req'd Elevated Storage FNI Elevated Storage Design Criteria FNI Recommended Elevated Storage
0.5 MG Clover EST #1
+0.5 MG North Colony EST #2
+1.0 MG Chesapeake EST #3
2.0 MG Total (Existing)
Proposed 1.0 MG EST
Water Master Plan Update
City of The Colony
6-10
Figure 6-3: Tribute Pressure Plane Recommended Elevated Storage Capacity
0.09
0.13 0.13
0.17
0.65
0.69 0.69
0.73
1.00 1.00 1.00 1.00
0.00
0.20
0.40
0.60
0.80
1.00
1.20
2018 2023 2028 Build-OutElevated Storage Volume (MG)Year
TCEQ Req'd Elevated Storage FNI Elevated Storage Design Criteria FNI Recommended Elevated Storage
1.0 MG Tribute EST (Existing)
Water Master Plan Update
City of The Colony
6-11
6.3.3 Future Required Pumping Capacity
Table 6-7 and Table 6-8 along with Figure 6-4 and Figure 6-5 show existing pumping capacities compared
to FNI recommended pumping for the Colony PP and Tribute PP, respectively. Based on FNI’s design
criteria that firm pumping capacity be equal or greater than 125% of maximum day demand, the Colony
and Tribute PPs meet or exceed total recommended pumping capacity through Buildout. No pumping
improvements have been identified necessary to satisfy projected future conditions.
Additionally, the model results included the appendix show that the City will be able to meet the peak
hour demands with the largest pump out of service and maintain a minimum of at least 35 psi throughout
the water system.
Table 6-7: The Colony Pressure Plane Pumping Recommendations
Year
Maximum Day
Demand
(MGD)
FNI Recommended
Pumping Capacity(1)
(MGD)
Firm Pumping
Capacity
(MGD)
FNI Recommended
Pumping Criteria
Satisfied?
2018 8.75 10.94 23.04 YES
2023 9.82 12.28 23.04 YES
2028 10.83 13.54 23.04 YES
Buildout 13.02 16.28 23.04 YES
(1) FNI Recommended Pumping Capacity is 125% of Maximum Day Demand.
Table 6-8: Tribute Pressure Plane Pumping Recommendations
Year
Maximum Day
Demand
(MGD)
FNI Recommended
Pumping Capacity(1)
(MGD)
Firm Pumping
Capacity
(MGD)
FNI Recommended
Pumping Criteria
Satisfied?
2018 1.00 1.26 4.32 YES
2023 1.40 1.75 4.32 YES
2028 1.40 1.75 4.32 YES
Buildout 1.79 2.23 4.32 YES
(1) FNI Recommended Pumping Capacity is 125% of Maximum Day Demand.
Water Master Plan Update
City of The Colony
6-12
Figure 6-4: The Colony Pressure Plane Recommended Pumping Capacity
10.94
12.28
13.54
16.28
0
5
10
15
20
25
2018 2023 2028 BuildoutPumping (MGD)Year
FNI Recommended Pumping Capacity Existing Firm Pumping Capacity
15.84 MGD Office Creek PS #4 (firm)
+ 1.44 MGD Clover Valley PS #1 (firm)
+ 2.74 MGD Main and Whitt PS #2 (firm)
+ 3.02 MGD N.Colony PS #3 (firm)
23.04 MGD TOTAL (Existing)
Water Master Plan Update
City of The Colony
6-13
Figure 6-5: Tribute Pressure Plane Recommended Pumping Capacity
1.25
1.75 1.75
2.24
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
2018 2023 2028 BuidoutFirm Pumping (MGD)Year
FNI Recommended Pumping Capacity Existing Firm Pumping Capacity
4.32 MGD Tribute PS (Existing firm)
Water Master Plan Update
City of The Colony
6-14
HYDRAULIC MODELING ANALYSIS
Hydraulic modeling analyses were performed on the distribution system under maximum day demand
conditions. Twenty-four-hour EPS model runs were performed for maximum day demand conditions for
the existing system, 2023, 2028, and buildout scenarios to identify existing and potential future system
deficiencies and size ultimate infrastructure and determine phasing, as required. By examining the
distribution system under these various operating conditions, it is possible to determine where issues with
pressures occur, if tanks are filling or draining properly, and if the service pumping facilities are adequate
to meet the required demand at acceptable pressures.
A maximum day EPS model run evaluates the ability of the system to provide adequate supply to meet
demands while maintaining levels in storage facilities. During a maximum day EPS analysis, the peak hour
demand is also simulated through the use of diurnal patterns. Peak hour demand represents the single
hour of the year with the highest system demand. Peak hour simulations are used to assess the ability of
the distribution system to maintain minimum residual pressures. Lower demand periods throughout the
day are simulated in EPS modeling as well. This is when the system’s ability to replenish storage tanks is
evaluated.
The City provided SCADA data for the existing pumping station operations, elevated storage tank levels,
ground storage tank levels, and well operations. The SCADA data was analyzed to determine the typical
operating parameters for the water system including normal tank operating levels and the lead and lag
pumping controls for each of the water booster pumping stations. These parameters were programed
into the model to simulate a 24-hour EPS. Modeled pumping and storage operations for the existing and
2040 system are shown in Figure 6-6 through Figure 6-9.
Water Master Plan Update
City of The Colony
6-15
Figure 6-6: Tribute Pressure Plane – Existing System Maximum Day Operations
0
500
1,000
1,500
2,000
2,500
668
669
670
671
672
673
674
675
676
677
678
679
00:00 hrs01:00 hrs02:00 hrs03:00 hrs04:00 hrs05:00 hrs06:00 hrs07:00 hrs08:00 hrs09:00 hrs10:00 hrs11:00 hrs12:00 hrs13:00 hrs14:00 hrs15:00 hrs16:00 hrs17:00 hrs18:00 hrs19:00 hrs20:00 hrs21:00 hrs22:00 hrs23:00 hrs24:00 hrsPS Flow (gpm)EST Head (ft)Wynnwood PS Flow
Tribute EST Level
Water Master Plan Update
City of The Colony
6-16
Figure 6-7: Tribute Pressure Plane – Buildout System Maximum Day Operations
0
500
1,000
1,500
2,000
2,500
669
670
671
672
673
674
675
676
00:00
hrs
01:00
hrs
02:00
hrs
03:00
hrs
04:00
hrs
05:00
hrs
06:00
hrs
07:00
hrs
08:00
hrs
09:00
hrs
10:00
hrs
11:00
hrs
12:00
hrs
13:00
hrs
14:00
hrs
15:00
hrs
16:00
hrs
17:00
hrs
18:00
hrs
19:00
hrs
20:00
hrs
21:00
hrs
22:00
hrs
23:00
hrs
24:00
hrs PS Flow (gpm)EST Head (ft)Wynnwood PS Flow
Tribute EST Level
Water Master Plan Update
City of The Colony
6-17
Figure 6-8: The Colony Pressure Plane – Existing System Maximum Day Operations
0
2,000
4,000
6,000
8,000
10,000
12,000
14,000
705
710
715
720
725
730
735
Pumping (gpm)EST Head (ft)Clover Valley PS#1
Main & Whitt PS #2
N Colony PS #3
Office Creek PS #4
Clover Valley EST
Chesapeake EST
N Colony EST
Water Master Plan Update
City of The Colony
6-18
Figure 6-9: The Colony Pressure Plane – Buildout System Maximum Day Operations
0
2,000
4,000
6,000
8,000
10,000
12,000
14,000
716
718
720
722
724
726
728
730
732
734
736
Pumping (gpm)EST Head (ft)Clover PS Flow
N.Colony PS Flow
Main & Whitt PS Flow
Office Creek PS Flow
Clover Valley EST
Chesapeake EST
N. Colony EST
Proposed 1.0 MG EST
Water Master Plan Update
City of The Colony
6-19
Color-coded pressure maps were prepared to illustrate the residual pressure calculated at model
junctions. The maps helped identify potential problem areas in the system and were used as a tool to
ensure that reasonable pressure ranges were maintained throughout the system. The maps showing the
minimum pressures under maximum day demands can be found in Appendix C. Minimum pressures
shown on the maps represent the lowest value of the pressures experienced during the 24-hour
simulation, usually occurring during the peak hour demand.
In addition to documenting minimum pressures under maximum day demands, FNI analyzed and
evaluated the existing system water lines based on the design velocity and headloss criteria. Mapping
was created to display the results and can be found in Appendix C.
6.4.1 Fire Flow Analysis
To evaluate the fire suppression capabilities of the system, a fire flow analysis was conducted under
maximum day demand conditions for the existing and buildout system. TCEQ requires a minimum residual
pressure of 20 psi be maintained while delivering the fire flow demand. For this analysis, a steady-state
model run was utilized to calculate the available fire flow at each fire hydrant node in the system with a
pressure of 20 psi and maintaining velocity of less than 10 feet per second in nearby water lines. A fire
flow contour map was also prepared to show the available fire flow throughout the distribution system.
The majority of the City has an available fire flow greater than 1,500 gpm. The fire flow map for existing
and future system conditions can be found in Appendix C.
6.4.2 Water System Improvements
After discussions with City staff to review the modeling results for existing and future conditions, three
water system improvement projects were identified. The need for additional elevated water storage in
the Colony PP to meet future demands was identified; therefore, a new 1.0 MG EST is proposed in the
Grandscape area.
A new parallel 12-inch waterline from the Tribute PS to the intersection of Boyd Road and Lebanon Road
is proposed to add redundancy to the Tribute area water system. In the event of failure of the existing 20-
inch waterline, the parallel 12-inch waterline will have capacity to supply maximum day demands in the
Tribute PP.
Water Master Plan Update
City of The Colony
6-20
A water supply shortfall of 0.5 MGD was identified in Buildout conditions along with an opportunity to
improve system reliability by adding a redundant source of water to Tribute PP. Currently, a single 24”
transmission main supplies the Tribute PP with water from The Colony PP. A new 1,250 gpm (1.8 MGD)
groundwater well is proposed near the Tribute/Wynnwood GST site to increase supply and system
reliability. The proposed well will provide adequate water supply to satisfy projected Buildout demands
in the Tribute PP.
Water Master Plan Update
City of The Colony
7-1
7.0 WATER SYSTEM CAPITAL IMPROVEMENTS PLAN AND
RECOMMENDATIONS
CAPITAL IMPROVEMENTS PLAN
Throughout the existing and future system analysis process, three capital improvement projects were
identified as necessary for the City of The Colony in order to allow high quality water service that enables
residential and commercial development. Figure 7-1 presents a map of the proposed CIP projects and
Table 7-1 provides a summary of the CIP projects and associated cost estimates. Detailed cost estimates
are provided for each CIP project in Appendix E.
CIP Project #1: Grandscape EST—An elevated storage shortfall in The Colony PP was identified beginning
in 2023. A new 1.0 MG EST is proposed in the Grandscape area of The Colony PP to provide adequate
elevated storage to satisfy elevated storage criteria through Buildout conditions. The proposed EST will
also increase fire flow storage in the area and bolster system reliability and help maintain normal
operating pressures during periods of peak demands.
CIP Project #2: Redundant Tribute PS Pipeline— This project involves construction of a redundant 12-inch
waterline parallel to the existing 20-inch waterline from the Tribute PS to the intersection of Boyd Road
and Lebanon Road. The parallel 12-inch water line will have the capacity to supply maximum day demands
in the event of failure of the 20-inch water line.
CIP Project #3: Tribute Groundwater Well— An overall water supply shortfall of 0.5 MGD for the City’s
water service area was identified in Buildout conditions. Additionally, the 24” transmission main which
supplies the Tribute PP was identified as a supply reliability risk. Failure of the single feed 24” transmission
main would cut off supply to the Tribute PP until necessary repairs could be made. A new 1,250 gpm (1.8
MGD) groundwater well is proposed in the Tribute PP at the Tribute/Wynnwood GST site. A 1,250 gpm
well will satisfy projected Buildout water supply requirements and add supply redundancy to the Tribute
PP. In the event of failure of the 24” transmission main, the proposed 1,250 gpm Tribute well will have
adequate capacity to supply projected Buildout maximum day demands.
Water Master Plan Update
City of The Colony
7-2
Table 7-1: CIP Summary
Phase Project # Project Name Estimated Cost
Short 1 Grandscape EST $ 5,631,600
Short 2 Redundant Tribute PS Pipeline $ 385,200
Intermediate 3 Tribute Groundwater Well $ 4,212,000
TOTAL $ 10,228,800
The proposed system will provide the required capacity and reliability to meet projected water demands
through Buildout.
OPERATIONAL RECOMMENDATIONS
The City should consider the operation of its Tribute Pressure Plane. The Tribute PP is at a lower hydraulic
grade line (EST overflow at elevation of 698’) compared with the main Colony PP (EST overflow at
elevation 735’). However, the City currently pumps into the Tribute EST from the water supplied through
the Tribute GST which is filled through a control valve supplied from the Colony PP. The City could benefit
from operational optimization and gain efficiencies associated with supplying the Tribute EST with a
control valve directly supplied from the Colony PP and bypassing the GST and pumping station. Based on
preliminary modeling, this is achievable under the existing system conditions with the addition of some
additional piping and valving. The City should further consider this alternative operational strategy.
Additionally, operational conditions associated with the existing Chesapeake EST could also provide some
pressure benefits in the area in the vicinity of the EST. The area surrounding the Chesapeake EST are some
of the highest ground elevations within the City’s water service area. As a result of elevation, this area
experiences some of the lower pressures within the system. While the system pressures remain above
the required minimum 35 psi, the City could operate the Chesapeake EST at higher elevations to provide
the most benefit of the elevated storage in this area. The proposed 1.0 MG EST located in the Grandscape
area will also help provide more stable operating pressures during higher demands periods.
RECOMMENDATIONS FOR FUTURE STUDY
The City operates and maintains a well-developed water distribution system. The City does not anticipate
major growth over the planning horizon, and as the City develops towards it’s buildout potential the
modeling and master plan have only identified several areas for system improvements to continue to
Water Master Plan Update
City of The Colony
7-3
provide a high level of service. In addition to CIP projects, the City could also benefit from additional water
system evaluations.
Water Quality Study and Nitrification Action Plan (NAP): One of the next steps with a water
system model and master plan is utilizing the calibrated water model to perform water age or water
quality modeling. A water quality model can help the City identify areas of extended residence time within
the distribution system where water quality can be a concern. In addition, if the City is to consider
operational changes in the system as discussed in Section 7.2 above, a water quality model can help the
City evaluate impacts to the water age associated with changes in operations. A water quality model can
also serve to help the City evaluate sampling sites for its NAP to meet TCEQ regulations.
Asset Management and Risk Based Analysis: An inventory of the City’s water system assets in an
asset management tool can help provide the means to track problem areas and identify potential system
improvement or repairs before failure occurs. In addition to a central database for tracking work order
history, and asset condition, an asset management database can also provide the opportunity to perform
a risk analysis for the City’s assets and identify system facilities (including pumps, tanks, pipes, etc.) that
are most critical to the water system based on likelihood and consequences of failure. A risk-based
approach to prioritized system maintenance and repairs can help save the City repair costs in the long
term.
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Lake Lewisville DENTON CO.COLLIN CO.DENTON CO.DENTON CO.COLLIN CO.Main and Whitt PS #2 (1) - 0.4 MG Ground Storage Tank(1) - 0.6 MG Ground Storage Tank(1) - 500 gpm Pump(1) - 700 gpm Pump(2) - 1,400 gpm Pumps
Office Creek PS #4 (2) - 3.0 MG Ground Storage Tanks(1) - 2,000 gpm Pump(2) - 4,500 gpm Pumps(1) - 6,000 gpm Pump
Clover Valley PS #1(1) - 0.4 MG Ground Storage Tank(2) - 500 gpm Pumps(1) - 1,300 gpm Pump
1.0 MG Chesapeake EST #3Overflow Elev. = 735'0.5 MG Clover EST #1Overflow Elev. = 735'
Tribute PS(1) - 1.0 MG Ground Storage Tank(4) - 1,000 gpm Pumps
0.5 MG N Colony EST #2Overflow Elev. = 735'
1.0 MG Tribute ESTOverflow Elev. = 698'
N Colony PS #3(1) - 1.0 MG Ground Storage Tank(2) - 2,100 gpm Pumps
Trinity Well #2Capacity = 1,500 gpm
Paluxy Well #2Capacity = 610 gpm
Trinity Well #4Capacity = 2,180 gpm
Trinity Well #1Capacity = 175 gpm
Trinity Well #3Capacity = 2,000 gpm
1.0 MG Proposed EST
Proposed Well
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FIGURE 7-1CITY OF THE COLONYWATER SYSTEMCAPITAL IMPROVEMENTS PLAN
Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\(Figure_7-1)_Water_System_CIP_11x17.mxdUpdated: Tuesday, April 23, 2019 9:30:53 AMUser Name: 02499
!I
LEGEND
!(W Proposed Groundwater Well
(#UT Proposed Elevated Storage Tank
Proposed Water Line
!(W Groundwater Well
[Ú Pump Station
UT Ground Storage Tank
(#UT Elevated Storage Tank
10" and Smaller Water Line
12" and Larger Water Line
Water Supply Line
Road
Railroad
Stream
Lake
Parcel
USACE Property
Water Service Area
ETJ Boundary
Other City Limit
County Boundary
0 3,000
SCALE IN FEET
PRESSURE PLANES
The Colony
Tribute
Austin Ranch(Service from Plano)
APPENDIX A
Pressure Recorder Data and Mapping
0
10
20
30
40
50
60
70
80
90
Pressure (psi)Figure A-1
Field Pressure Testing
March 5, 2018 -March 27, 2018
PR #2 PR #3 PR #4 PR #5 PR #6 PR #7 PR #8 PR #9 PR #10
Date
0
10
20
30
40
50
60
70
Pressure (psi)Figure A-2
Field Pressure Testing
PR #2-3920 Millbank
March 5, 2018 -March 27, 2018
Date
0
10
20
30
40
50
60
70
80
Pressure (psi)Figure A-3
Field Pressure Testing
PR #3-6801 Main Street
March 5, 2018 -March 27, 2018
Date
0
10
20
30
40
50
60
Pressure (psi)Figure A-4
Field Pressure Testing
PR #4-6304 Fallwater Trail
March 5, 2018 -March 27, 2018
Date
0
10
20
30
40
50
60
70
Pressure (psi)Figure A-5
Field Pressure Testing
PR #5-5694 North Colony Blvd.
March 5, 2018 -March 27, 2018
Date
0
10
20
30
40
50
60
70
80
Pressure (psi)Figure A-6
Field Pressure Testing
PR #6-6604 Stewart Blvd.
March 5, 2018 -March 27, 2018
Date
0
10
20
30
40
50
60
70
Pressure (psi)Figure A-7
Field Pressure Testing
PR #7-4920 Womack
March 5, 2018 -March 27, 2018
Date
0
10
20
30
40
50
60
70
80
Pressure (psi)Figure A-8
Field Pressure Testing
PR #8-4081 Main Street (by Bristol Apts)
March 5, 2018 -March 27, 2018
Date
0
10
20
30
40
50
60
70
80
90
Pressure (psi)Figure A-9
Field Pressure Testing
PR #9-3311 Plano Parkway
March 5, 2018 -March 27, 2018
Date
0
10
20
30
40
50
60
70
Pressure (psi)Figure A-10
Field Pressure Testing
PR #10-Destination Drive
March 5, 2018 -March 27, 2018
Date
APPENDIX B
Water Model Calibration Results
0
10
20
30
40
50
60
70
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Pressure (psi)Date
FIGURE B-1
The Colony
PR #2
Pressure Calibration
March 11, 2018
Recorded Modeled
0
10
20
30
40
50
60
70
80
90
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Pressure (psi)Date
FIGURE B-2
The Colony
PR #3
Pressure Calibration
March 11, 2018
Recorded Modeled
0
10
20
30
40
50
60
70
80
90
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Pressure (psi)Date
FIGURE B-3
The Colony
PR #4
Pressure Calibration
March 11, 2018
Recorded Modeled
0
10
20
30
40
50
60
70
80
90
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Pressure (psi)Date
FIGURE B-4
The Colony
PR #5
Pressure Calibration
March 11, 2018
Recorded Modeled
0
10
20
30
40
50
60
70
80
90
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Pressure (psi)Date
FIGURE B-5
The Colony
PR #6
Pressure Calibration
March 11, 2018
Recorded Modeled
0
10
20
30
40
50
60
70
80
90
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Pressure (psi)Date
FIGURE B-6
The Colony
PR #7
Pressure Calibration
March 11, 2018
Recorded Modeled
0
10
20
30
40
50
60
70
80
90
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Pressure (psi)Date
FIGURE B-7
The Colony
PR #8
Pressure Calibration
March 11, 2018
Recorded Modeled
0
10
20
30
40
50
60
70
80
90
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Pressure (psi)Date
FIGURE B-8
The Colony
PR #9
Pressure Calibration
March 11, 2018
Recorded Modeled
0
10
20
30
40
50
60
70
80
90
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Pressure (psi)Date
FIGURE B-9
The Colony
PR #10
Pressure Calibration
March 11, 2018
Recorded Modeled
0
100
200
300
400
500
600
700
800
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Flow (gpm)Date
FIGURE B-10
The Colony
Clover Valley (PS #1)
PS Flow Calibration
March 11, 2018
Recorded Modeled
0
100
200
300
400
500
600
700
800
900
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Flow (gpm)Date
FIGURE B-11
The Colony
Main & Witt (PS #2)
PS Flow Calibration
March 11, 2018
Recorded Modeled
0
500
1000
1500
2000
2500
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Flow (gpm)Date
FIGURE B-12
The Colony
North Colony (PS #3)
PS Flow Calibration
March 11, 2018
Recorded Modeled
0
500
1000
1500
2000
2500
3000
3500
4000
4500
5000
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Flow (gpm)Date
FIGURE B-13
The Colony
Office Creek (PS #4)
PS Flow Calibration
March 11, 2018
Recorded Modeled
0
500
1000
1500
2000
2500
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Flow (gpm)Date
FIGURE B-14
The Colony
Wynnwood
PS Flow Calibration
March 11, 2018
Recorded Modeled
0
5
10
15
20
25
30
35
40
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Level (ft)Date
FIGURE B-15
The Colony
Clover EST (EST 1)
EST Calibration
March 11, 2018
Recorded Modeled
0
5
10
15
20
25
30
35
40
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Level (ft)Date
FIGURE B-16
The Colony
North Colony EST (EST 2)
EST Calibration
March 11, 2018
Recorded Modeled
0
5
10
15
20
25
30
35
40
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Level (ft)Date
FIGURE B-17
The Colony
Chesapeake EST (EST 3)
EST Calibration
March 11, 2018
Recorded Modeled
0
5
10
15
20
25
30
35
40
0:00 2:00 4:00 6:00 8:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 0:00Level (ft)Date
FIGURE B-18
The Colony
Tribute EST (EST 4, Wynnwood)
EST Calibration
March 11, 2018
Recorded Modeled
APPENDIX C
Water System Analysis Mapping
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[Ú
[Ú[Ú
[Ú
[Ú
UT
(#UT
(#UT
UT(#UT
(#UT
UT
UT
UT
!(W
!(W!(W
!(W
!(W
"m
"m
"m
"n
Lake Lewisville DENTON CO.COLLIN CO.DENTON CO.DENTON CO.COLLIN CO.Main and Whitt PS #2 (1) - 0.4 MG Ground Storage Tank(1) - 0.6 MG Ground Storage Tank(1) - 500 gpm Pump(1) - 700 gpm Pump(2) - 1,400 gpm Pumps
Office Creek PS #4 (2) - 3.0 MG Ground Storage Tanks(1) - 2,000 gpm Pump(2) - 4,500 gpm Pumps(1) - 6,000 gpm Pump
Clover Valley PS #1(1) - 0.4 MG Ground Storage Tank(2) - 500 gpm Pumps(1) - 1,300 gpm Pump
1.0 MG Chesapeake EST #3Overflow Elev. = 735'0.5 MG Clover EST #1Overflow Elev. = 735'
Tribute PS(1) - 1.0 MG Ground Storage Tank(4) - 1,000 gpm Pumps
0.5 MG N Colony EST #2Overflow Elev. = 735'
1.0 MG Tribute ESTOverflow Elev. = 698'
N Colony PS #3(1) - 1.0 MG Ground Storage Tank(2) - 2,100 gpm Pumps
Trinity Well #2Capacity = 1,500 gpm
Paluxy Well #2Capacity = 610 gpm
Trinity Well #4Capacity = 2,180 gpm
Trinity Well #1Capacity = 175 gpm
Trinity Well #3Capacity = 2,000 gpm
DWU WaterSupply Line24"12"18"14"20"16"12"12"18"12"12"16"12"18"12"1 2 "
1
2
"12"12"12"16"12"1
2
"12"12"12"12"12"12"12"
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12"12"24"1 2 "12"12"12"12"12"12"24"12"12"12"12"18"12 "12"24"36"Frisco
Carrollton
Lewisville
Plano
Little Elm
Hackberry
HebronFM 423FM 5 44
PLANO PKWY
PARKER RD
E H EBRON PKWY
S H 1 2 1
N COLONYBLVDLEGACY DRTEEL PKWYWINDHAVENPKW YMARSH LNBOYD RD
STONEBROOK PKWY
FM 2281LEBANON RD 4TH ARMY DRN JOSEY LNE S H 1 2 1 B U S
MERLIN DRNA SH DR
K IN GARTHURBLVDROSE LNE HILL PARK RDMIDWAY RD
CHARLES STCRIDER RDSTANDRIDGE DRPOLSER RDFISH HATCHERY RDD
O
ZI
E
R
RDMILLER DRFRYER S T
LAV A CA TR
LEWISVILLE LAKE DAM
TIMBER RID GE DR
H W Y 121LONESTARRANCHPKWYANGEL FALLS DR
H I G H S H O A L S D R
WITT RD
S Q U IR ES D ROXFORDWLEBANONRD
MARE RD
LAKERIDGE RDWSTONE B R O O K PKWY
AVALONDRE B RANC H H O L L O W DR
COTTON GIN RD
FLOWERS DR
CITATION CT
NLEORA LNIVEY TWIN FALLS DRL ILA CLNARBORCREEKDRS
P
RI
NGCREEKPKWYLADY OFTHELAKE
BLVD
F
RIS
COLA KESDRM
ARSHR
I
D
G
E
R
DI D L E W I L D D R
STONEBRIAR DR
L
A
C
O
S
TADRSUMN ER STCOM
P
ASSDROLD
G
ATERDMCKAMEY TR
LIAM DR
MEDICAL PKWYSTEINBECK STOAKLAND H I L L S L N
M A L O N E A V E
DELWEBBBLVD
HIDA L G O LN
CO L U M BIN E W Y TEXAS DRC R O W NPARK L N
RO C KCREEKPKWYCEDARRANCHRD RAWLINS LNHONEYBEELN
DAVIDSON STTRINITY DRJOY DRE C H O LS DRLOBOLNDAVISDRPROVINCE DRLOM A R DR OSAGE PLH I G H P OINTDRDIAMONDPOINTLN
B RI AR RIDGELN
FURNEAUX LNDIAMO N D R ID GE D R
NSHORE DR
COOKIE LN
NEWMAN RD
INDIAN TRLDOW E L L IN G C T
VOYAGE R DR
NAVARRO WAY
SEVILLA D R
CONEYISLAN D D R
PAT R I O T D R CANALSTINTERN
A
TIONALPKWY
A
N
N
A
AVE PITKINRDSAMPLE DRKIN G S BARNSL O N G V U E D ROTIS DRPARADE DR
DEERWOOD LNH E A R T H S T O N E D R
CHATHAM LN
O CEAN SPRAY D R
HIGHCO UNTRYD R RED WOLF LNBLAZINGSTARRDWA G N E R DRHACKBERRYCREEKPARKRD
STRAIT LNS IR G A W AINLNLA
R
IA
TTRLWESTWAY DRAMETHYST LNBO N SAIDRNATIO
N D
R
SPA R KSRDFRIO WAY
LIMERICK LN
ROUNDT A BLE BLV
DPARAGONDRHARBOR S PRINGSDRDRUIDHILLSDR
MEADOW DRBRIAR TREE LN
WINDJAMMER
DR
LI
VYLNKINCAID LNB
E
T
H
P
A
G
E
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O
O
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SIENNA PL
SHERRY LN
OVER L A N D D R
T O PA Z D R
SA D IE S T
WELLESLEY AVE
ARIES AVEH ID D EN COVEP ARK
CABAZON DRKITE LNS E DA LI A C T
WHISPERINGLAKEDRCRYSTAL FALLS
SANDSTONE DR
BAY HILL DR
CHEETAH TRLKENTSH I RE LN
SAFE HARBOR DR
REPUBLIC DR
PINEHU
RST DR
VERBE N A L NFIDDLERSGREENRD
ARBOR VISTA DRBAY DE VIEUX DR TURNBERRY DRDAYLIGHT DR
IVY GR EEN R D
CANOE WAYDUSTWHIRL DRTRAIL VIEW LN
COTLEY DR
BLACKOAKDR
WHISPERFIELD DR
CAN E HILL DR
C O LT R D
C
Y
P
R
E
S
S
P
T
DRY CA NYON DR
SIR BEDIVERE LN
CARUTH LN
L E G I R O N D R
AL C O V E D R
LINKS DRV E R A C R U Z D R
PROSPECT DR
BOGARD DR
REEDER DRSOMERVILLE DRKETTLE CREEK DR
CLEARFORK TRL
G O L D E N S P U R
L U N A V IS T A L N
BIANCA LNBALFOUR CTMORDRED LNSARA H LN
STONEBROOK PKWY
E S H 1 2 1 B U S
MIDWAY RDHW Y 121LEGACY DRLEBA NONRD
6"8"10"8"8"6"8"
6"8"8"6"
8"
8"6"8"
6"
8 "6"8"8"6"6"6"8"8"6"8 "
8"
8"
8"8"8"8"8"8"8"
8"
8"8"6"
8 "8"
8"8"
8 "8"8"
8 "8"8"6"8"8"
8 "6"6 "6"8 "8"8"8"6 "8"8"6"
6"8"8"8"8"6"
6"6"8
"8"8"8"8"8"India n C re ekS t e w a rtCreekM cWh o r t e r CreekMidwa yBranch
FIGURE C-1CITY OF THE COLONY2018 WATER SYSTEM UNDER2018 PEAK HOUR DEMAND (17.56 MGD)MINIMUM PRESSURES
Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\Appendix_C\(Figure_C-1)_2018_Min_Pressures_Results.mxdUpdated: Tuesday, April 23, 2019 9:38:46 AMUser Name: 02499
!I
LEGEND
!(W Groundwater Well
[Ú Pump Station
UT Ground Storage Tank
(#UT Elevated Storage Tank
10" and Smaller Water Line
12" and Larger Water Line
Water Supply Line
Road
Railroad
Stream
Lake
Parcel
USACE Property
Water Service Area
ETJ Boundary
Other City Limit
County Boundary 0 3,000
SCALE IN FEET
MINIMUM PRESSURES
!(Less than 35 psi
!(35 - 50 psi
!(50 - 80 psi
!(Greater than 80 psi
PRESSURE PLANES
The Colony
Tribute
Austin Ranch(Service from Plano)
[Ú
[Ú[Ú
[Ú
[Ú
UT
(#UT
(#UT
UT(#UT
(#UT
UT
UT
UT
!(W
!(W!(W
!(W
!(W
"m
"m
"m
"n
Lake Lewisville DENTON CO.COLLIN CO.DENTON CO.DENTON CO.COLLIN CO.Main and Whitt PS #2 (1) - 0.4 MG Ground Storage Tank(1) - 0.6 MG Ground Storage Tank(1) - 500 gpm Pump(1) - 700 gpm Pump(2) - 1,400 gpm Pumps
Office Creek PS #4 (2) - 3.0 MG Ground Storage Tanks(1) - 2,000 gpm Pump(2) - 4,500 gpm Pumps(1) - 6,000 gpm Pump
Clover Valley PS #1(1) - 0.4 MG Ground Storage Tank(2) - 500 gpm Pumps(1) - 1,300 gpm Pump
1.0 MG Chesapeake EST #3Overflow Elev. = 735'0.5 MG Clover EST #1Overflow Elev. = 735'
Tribute PS(1) - 1.0 MG Ground Storage Tank(4) - 1,000 gpm Pumps
0.5 MG N Colony EST #2Overflow Elev. = 735'
1.0 MG Tribute ESTOverflow Elev. = 698'
N Colony PS #3(1) - 1.0 MG Ground Storage Tank(2) - 2,100 gpm Pumps
Trinity Well #2Capacity = 1,500 gpm
Paluxy Well #2Capacity = 610 gpm
Trinity Well #4Capacity = 2,180 gpm
Trinity Well #1Capacity = 175 gpm
Trinity Well #3Capacity = 2,000 gpm
DWU WaterSupply Line36"30"36"24"12"18"14"20"16"24"1 2 "12"12"12"12"16"12"12"12"12"20"12"
12"12"12"12"
1
2
"
12"12"12"12"1 2 "16"18"12"12"12"12"18"12"12"16"
24"12"12"1 2 "16"12"12"12"16"12"12"24"1
2"
1 2 "12"12"12"18"20"12"Frisco
Carrollton
Lewisville
Plano
Little Elm
Hackberry
HebronFM 423FM 5 44
PLANO PKWY
PARKER RD
E H EBRON PKWY
S H 1 2 1
N C O LONYBLVDLEGACY DRTEEL PKWYWINDHAVENPKW YMARSH LNBOYD RD
STONEBROOK PKWY
FM 2281LEBANON RD 4TH ARMY DRN JOSEY LNE S H 1 2 1 B U S
MERLIN DRNA SH DR
K IN GARTHURBLVDROSE LNE HILL PARK RDMIDWAY RD
CHARLES STCRIDER RDSTANDRIDGE DRPOLSER RDFISH HATCHERY RDD
O
ZI
E
R
RDMILLER DRFRYERSTLAV A CA TR
LEWISVILLE LAKE DAM
TIMBER RID GE DR
H W Y 121LONESTARRANCHPKWYANGEL FALLS DR
H I G H S H O A L S D R
WITT RD
S Q U IR ES D ROXFORDWLEBANONRD
MARE RD
LAKERIDGE RDWSTONE B R O O K PKWY
AVALONDRE B RANC H H O L L O W DR
COTTON GIN RD
FLOWERS DR
CITATION CT
NLEORA LN TWIN FALLS DRL ILA CLNARBORCREEKDRS
P
RI
NGCREEKPKWYLADY OFTHELAKE
BLVD
F
RIS
COLA KESDRM
ARSHR
I
D
G
E
R
DI D L E W I L D D R
STONEBRIAR DR
L
A
C
O
S
TADRSUMN ER STCOM
P
ASSDROLD
G
ATERDMCKAMEY TR
LIAM DR
ELMSTMEDICAL PKWYSTEINBECK STOAKLAND H I L L S L N
M A L O N E A V E
DELWEBBBLVD
HIDA L G O LN
CO L U M BIN E W Y TEXAS DRC R O W NPARK L N
RO C KCREEKPKWYCEDARRANCHRD RAWLINS LNHONEYBEELN
DAVIDSON STTRINITY DRJOY DRE C H O LS DRLOBOLNDAVISDRPROVINCE DRLOM A R DR OSAGE PLH I G H P OINTDRDIAMONDPOINTLN
B RI AR RIDGELN
FURNEAUX LNDIAMO N D R ID GE D R
N SHORE DR
COOKIE LN
NEWMAN RD
INDIAN TRLDOW E L L IN G C T
VOYAGE R DR
NAVARRO WAY
SEVILLA D R
CONEYISLAN D D R
PAT R I O T D R CANALSTINTERN
A
TIONALPKWY
A
N
N
A
AVE PITKINRDSAMPLE DRKIN G S BARNSL O N G V U E D ROTIS DRPARADE DR
DEERWOOD LNH E A R T H S T O N E D R
C HATHAMLN
O CEAN SPRAY D R
HIGHCO UNTRYD R RED WOLF LNBLAZINGSTARRDHACK BERRY CREEK PARK R D
STRAIT LNS IR G A W AINLNLA
R
IA
TTRLWESTWAY DRCAMERONBAYDRAMETHYST LNBO N SAIDRNATIO
N D
R
FRIO WAY
LIMERICK LN
ROUNDT A BLE BLV
DPARAGONDRHARBOR S PRINGSDRDRUIDHILLSDR
MEADOW DRBRIAR TREE LN
WINDJAMMER
DR
LI
VYLNE A S T V A LEPAR KKINCAID LNB
E
T
H
P
A
G
E
L
O
O
P
SIENNA PL
SHERRY LN
T O PA Z D R
SA D IE S T
WELLESLEY AVE
ARIES AVEH ID D EN COVEP ARK
CABAZON DRKITE LNS E DA LI A C T
WHISPERINGLAKEDRCRYSTAL FALLS
SANDSTONE DR
BAY HILL DR
CHEETAH TRLKENTSH I RE LN
REPUBLIC DR
PINEHU
RST DR
VERBE N A L NFIDDLERSGREENRD
ARBOR VISTA DRBAY DE VIEUX DR TURNBERRY DRDAYLIGHT DR
IVY GR EEN R D
CANOE WAYDUSTWHIRL DRTRAIL VIEW LN
COTLEY DR
BLACKOAKDR
WHISPERFIELD DR
CAN E HILL DR
C O LT R D
C
Y
P
R
E
S
S
P
T
DRY CA NYON DR
SIR BEDIVERE LN
CARUTH LN
L E G I R O N D R
AL C O V E D R
LINKS DRV E R A C R U Z D R
PROSPECT DR
BOGARD DR
REEDER DRSOMERVILLE DRKETTLE CREEK DR
CLEARFORK TRL
G O L D E N S P U R
L U N A V IS T A L N
BIANCA LNBALFOUR CTMORDRED LNSARA H LN
HW Y 121E S H 1 2 1 B U S LEGACY DRLEBA NONRD
MIDWAY RDSTONEBROOK PKWY
6"
8 "
8 "
8"6"8"8"8"6 "
8 "8 "6"8"8"8"8"8"8"6"
8"8"6"
6"
6 "8"8"8"8"8"8"6"
8"8"6"8"6"8"
6"
6"
8"6"6"8"8"8"8 "6"8"6"
8"8"8"8"8"8"8 "8"6"
8"8"8"8"
8"
8"
8"
8"8"8"8"8"8"8"8
"
6"8"8"8"
8"8"8"India n C re ekS t e w a rtCreekM cWh o r t e r CreekMidwa yBranch
FIGURE C-2CITY OF THE COLONY2018 WATER SYSTEM UNDER2018 PEAK HOUR DEMAND (17.56 MGD)MAXIMUM VELOCITY
Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\Appendix_C\(Figure_C-2)_2018_Max_Velocity_Results.mxdUpdated: Tuesday, April 23, 2019 9:37:08 AMUser Name: 02499
!I
LEGEND
!(W Groundwater Well
[Ú Pump Station
UT Ground Storage Tank
(#UT Elevated Storage Tank
10" and Smaller Water Line
12" and Larger Water Line
Water Supply Line
Road
Railroad
Stream
Lake
Parcel
USACE Property
Water Service Area
ETJ Boundary
Other City Limit
County Boundary 0 3,000
SCALE IN FEET
MAXIMUM VELOCITY
Exceeds Velocity Design Criteria
5.0 - 7.0 ft/sec
Greater than 7.0 ft/sec
PRESSURE PLANES
The Colony
Tribute
Austin Ranch(Service from Plano)
[Ú
[Ú[Ú
[Ú
[Ú
UT
(#UT
(#UT
UT(#UT
(#UT
UT
UT
UT
!(W
!(W!(W
!(W
!(W
"m
"m
"m
"n
Lake Lewisville DENTON CO.COLLIN CO.DENTON CO.DENTON CO.COLLIN CO.Main and Whitt PS #2 (1) - 0.4 MG Ground Storage Tank(1) - 0.6 MG Ground Storage Tank(1) - 500 gpm Pump(1) - 700 gpm Pump(2) - 1,400 gpm Pumps
Office Creek PS #4 (2) - 3.0 MG Ground Storage Tanks(1) - 2,000 gpm Pump(2) - 4,500 gpm Pumps(1) - 6,000 gpm Pump
Clover Valley PS #1(1) - 0.4 MG Ground Storage Tank(2) - 500 gpm Pumps(1) - 1,300 gpm Pump
1.0 MG Chesapeake EST #3Overflow Elev. = 735'0.5 MG Clover EST #1Overflow Elev. = 735'
Tribute PS(1) - 1.0 MG Ground Storage Tank(4) - 1,000 gpm Pumps
0.5 MG N Colony EST #2Overflow Elev. = 735'
1.0 MG Tribute ESTOverflow Elev. = 698'
N Colony PS #3(1) - 1.0 MG Ground Storage Tank(2) - 2,100 gpm Pumps
Trinity Well #2Capacity = 1,500 gpm
Paluxy Well #2Capacity = 610 gpm
Trinity Well #4Capacity = 2,180 gpm
Trinity Well #1Capacity = 175 gpm
Trinity Well #3Capacity = 2,000 gpm
DWU WaterSupply Line24"12"18"14"20"16"12 "12"12"12"12"12"12"1 2 "12"12"1
2
"16"20"16"12"16"12"12"12"12"
1
2
"12"12"24"24"12"12"12"12"12"1 2 "
24"
1 2 "12"1 2 "12"12"12"12"1 2 "12"12"18"12"12"18"12"12"12"12"12"12"
Frisco
Carrollton
Lewisville
Plano
Little Elm
Hackberry
HebronFM 423FM 5 44
PLANO PKWY
PARKER RD
E H EBRON PKWY
S H 1 2 1
N COLONYBLVDLEGACY DRTEEL PKWYWINDHAVENPKW YMARSH LNBOYD RD
STONEBROOK PKWY
FM 2281LEBANON RD 4TH ARMY DRN JOSEY LNE S H 1 2 1 B U S
MERLIN DRNA SH DR
K IN GARTHURBLVDROSE LNE HILL PARK RDMIDWAY RD
CHARLES STCRIDER RDSTANDRIDGE DRPOLSER RDFISH HATCHERY RDD
O
ZI
E
R
RDMILLER DRFRYERSTLAV A CA TR
LEWISVILLE LAKE DAM
TIMBER RID GE DR
H W Y 121LONESTARRANCHPKWYANGEL FALLS DR
H I G H S H O A L S D R
WITT RD
S Q U IR ES D ROXFORDWLEBANONRD
MARE RD
LAKERIDGE RDWSTONE B R O O K PKWY
AVALONDRE B RANC H H O L L O W DR
COTTON GIN RD
FLOWERS DR
CITATION CT
NLEORA LNIVEY TWIN FALLS DRL ILA CLNARBORCREEKDRS
P
RI
NGCREEKPKWYLADY OFTHELAKE
BLVD
F
RIS
COLA KESDRM
ARSHR
I
D
G
E
R
DI D L E W I L D D R
STONEBRIAR DR
L
A
C
O
S
TADRSUMN ER STCOM
P
ASSDROLD
G
ATERDMCKAMEY TR
LIAM DR
ELMSTMEDICAL PKWYSTEINBECK STOAKLAND H I L L S L N
M A L O N E A V E
DELWEBBBLVD
HIDA L G O LN
CO L U M BIN E W Y TEXAS DRC R O W NPARK L N
RO C KCREEKPKWYCEDARRANCHRD RAWLINS LNHONEYBEELN
DAVIDSON STTRINITY DRJOY DRE C H O LS DRLOBOLNDAVISDRPROVINCE DRLOM A R DR OSAGE PLH I G H P OINTDRDIAMONDPOINTLN
B RI AR RIDGELN
FURNEAUX LNDIAMO N D R ID GE D R
N SHORE DR
COOKIE LN
NEWMAN RD
INDIAN TRLDOW E L L IN G C T
VOYAGE R DR
NAVARRO WAY
SEVILLA D R
CONEYISLAN D D R
PAT R I O T D R CANALSTINTERN
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REEDER DRSOMERVILLE DRKETTLE CREEK DR
CLEARFORK TRL
G O L D E N S P U R
L U N A V IS T A L N
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E S H 1 2 1 B U S
STONEBROOK PKWY
HW Y 121LEGACY DRMIDWAY RD6"
8 "
6
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8"8"8"8"6"6"6"
8"8"8"
6"8"6"8"8"
8
"
6"8"8"8"8"
8"8"8"8"8"8"8"8"8"8"8"8"8"8"8"8"8 "8"8"6"
8"
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6"6"8"8"8 "8"
8 "8"
8"8"8"8"8"6"8"8"8"6"
India n C re ekS t e w a rtCreekM cWh o r t e r CreekMidwa yBranch
FIGURE C-3CITY OF THE COLONY2018 WATER SYSTEM UNDER2018 PEAK HOUR DEMAND (17.56 MGD)MAXIMUM HEADLOSS
Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\Appendix_C\(Figure_C-3)_2018_Max_Headloss_Results.mxdUpdated: Tuesday, April 23, 2019 9:37:19 AMUser Name: 02499
!I
LEGEND
!(W Groundwater Well
[Ú Pump Station
UT Ground Storage Tank
(#UT Elevated Storage Tank
10" and Smaller Water Line
12" and Larger Water Line
Water Supply Line
Road
Railroad
Stream
Lake
Parcel
USACE Property
Water Service Area
ETJ Boundary
Other City Limit
County Boundary 0 3,000
SCALE IN FEET
MAXIMUM HEADLOSS
Exceeds Headloss Design Criteria
5.0 - 7.0 ft/1,000 ft
Greater than 7.0 ft/1,000 ft
PRESSURE PLANES
The Colony
Tribute
Austin Ranch(Service from Plano)
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Lake Lewisville DENTON CO.COLLIN CO.DENTON CO.DENTON CO.COLLIN CO.Main and Whitt PS #2 (1) - 0.4 MG Ground Storage Tank(1) - 0.6 MG Ground Storage Tank(1) - 500 gpm Pump(1) - 700 gpm Pump(2) - 1,400 gpm Pumps
Office Creek PS #4 (2) - 3.0 MG Ground Storage Tanks(1) - 2,000 gpm Pump(2) - 4,500 gpm Pumps(1) - 6,000 gpm Pump
Clover Valley PS #1(1) - 0.4 MG Ground Storage Tank(2) - 500 gpm Pumps(1) - 1,300 gpm Pump
1.0 MG Chesapeake EST #3Overflow Elev. = 735'0.5 MG Clover EST #1Overflow Elev. = 735'
Tribute PS(1) - 1.0 MG Ground Storage Tank(4) - 1,000 gpm Pumps
0.5 MG N Colony EST #2Overflow Elev. = 735'
1.0 MG Tribute ESTOverflow Elev. = 698'
N Colony PS #3(1) - 1.0 MG Ground Storage Tank(2) - 2,100 gpm Pumps
Trinity Well #2Capacity = 1,500 gpm
Paluxy Well #2Capacity = 610 gpm
Trinity Well #4Capacity = 2,180 gpm
Trinity Well #1Capacity = 175 gpm
Trinity Well #3Capacity = 2,000 gpm
DWU WaterSupply Line24"12"18"14"20"16"12"12"18"12"12"16"12"18"12"1 2 "
1
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Carrollton
Lewisville
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E S H 1 2 1 B U S
MIDWAY RDHW Y 121LEGACY DRLEBA NONRD
6"8"10"8"8"6"8"
6"8"8"6"
8"
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8 "6"6 "6"8 "8"8"8"6 "8"8"6"
6"8"8"8"8"6"
6"6"8
"8"8"8"8"8"India n C re ekS t e w a rtCreekM cWh o r t e r CreekMidwa yBranch
FIGURE C-4CITY OF THE COLONY2018 WATER SYSTEM UNDER2018 MAXIMUM DAY DEMAND (9.75 MGD)AVAILABLE FIRE FLOW
Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\Appendix_C\(Figure_C-4)_2018_Available FF_Results.mxdUpdated: Tuesday, April 23, 2019 9:37:29 AMUser Name: 02499
!I
LEGEND
!(W Groundwater Well
[Ú Pump Station
UT Ground Storage Tank
(#UT Elevated Storage Tank
10" and Smaller Water Line
12" and Larger Water Line
Water Supply Line
Road
Railroad
Stream
Lake
Parcel
USACE Property
Water Service Area
ETJ Boundary
Other City Limit
County Boundary 0 3,000
SCALE IN FEET
AVAILABLE FIRE FLOW
Less than 1,500 gpm
1,500 - 3,000 gpm
3,000 - 4,500 gpm
Greater than 4,500 gpm
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[Ú
[Ú[Ú
[Ú
[Ú
UT
(#UT
(#UT
UT(#UT
(#UT
UT
UT
UT
!(W
!(W!(W
!(W
!(W
(#UT
1.0 MG Proposed EST
"m
"m
"m
"n
Lake Lewisville DENTON CO.COLLIN CO.DENTON CO.DENTON CO.COLLIN CO.Main and Whitt PS #2 (1) - 0.4 MG Ground Storage Tank(1) - 0.6 MG Ground Storage Tank(1) - 500 gpm Pump(1) - 700 gpm Pump(2) - 1,400 gpm Pumps
Office Creek PS #4 (2) - 3.0 MG Ground Storage Tanks(1) - 2,000 gpm Pump(2) - 4,500 gpm Pumps(1) - 6,000 gpm Pump
Clover Valley PS #1(1) - 0.4 MG Ground Storage Tank(2) - 500 gpm Pumps(1) - 1,300 gpm Pump
1.0 MG Chesapeake EST #3Overflow Elev. = 735'0.5 MG Clover EST #1Overflow Elev. = 735'
Tribute PS(1) - 1.0 MG Ground Storage Tank(4) - 1,000 gpm Pumps
0.5 MG N Colony EST #2Overflow Elev. = 735'
1.0 MG Tribute ESTOverflow Elev. = 698'
N Colony PS #3(1) - 1.0 MG Ground Storage Tank(2) - 2,100 gpm Pumps
Trinity Well #2Capacity = 1,500 gpm
Paluxy Well #2Capacity = 610 gpm
Trinity Well #4Capacity = 2,180 gpm
Trinity Well #1Capacity = 175 gpm
Trinity Well #3Capacity = 2,000 gpm
DWU WaterSupply Line24"12"18"14"20"16"12"12"18"12"12"16"12"18"12"1 2 "
1
2
"12"12"12"16"12"1
2
"12"12"12"12"12"12"12"
1 6 "24"20"1 2 "16"16"20"12"24"12"12"12"1 4 "12"
12"12"24"1 2 "12"12"12"12"12"12"24"12"12"12"12"18"12 "12"24"36"Frisco
Carrollton
Lewisville
Plano
Little Elm
Hackberry
HebronFM 423FM 5 44
PLANO PKWY
PARKER RD
E H EBRON PKWY
S H 1 2 1
N COLONYBLVDLEGACY DRTEEL PKWYWINDHAVENPKW YMARSH LNBOYD RD
STONEBROOK PKWY
FM 2281LEBANON RD 4TH ARMY DRN JOSEY LNE S H 1 2 1 B U S
MERLIN DRNA SH DR
K IN GARTHURBLVDROSE LNE HILL PARK RDMIDWAY RD
CHARLES STCRIDER RDSTANDRIDGE DRPOLSER RDFISH HATCHERY RDD
O
ZI
E
R
RDMILLER DRFRYER S T
LAV A CA TR
LEWISVILLE LAKE DAM
TIMBER RID GE DR
H W Y 121LONESTARRANCHPKWYANGEL FALLS DR
H I G H S H O A L S D R
WITT RD
S Q U IR ES D ROXFORDWLEBANONRD
MARE RD
LAKERIDGE RDWSTONE B R O O K PKWY
AVALONDRE B RANC H H O L L O W DR
COTTON GIN RD
FLOWERS DR
CITATION CT
NLEORA LNIVEY TWIN FALLS DRL ILA CLNARBORCREEKDRLADY OFTHELAKE
BLVD
F
RIS
COLA KESDRM
ARSHR
I
D
G
E
R
DI D L E W I L D D R
STONEBRIAR DR
L
A
C
O
S
TADRSUMN ER STCOM
P
ASSDROLD
G
ATERDMCKAMEY TR
LIAM DR
MEDICAL PKWYSTEINBECK STOAKLAND H I L L S L N
M A L O N E A V E
DELWEBBBLVD
HIDA L G O LN
CO L U M BIN E W Y TEXAS DRC R O W NPARK L N
RO C KCREEKPKWYCEDARRANCHRD RAWLINS LNHONEYBEELN
DAVIDSON STTRINITY DRJOY DRE C H O LS DRLOBOLNDAVISDRPROVINCE DRLOM A R DR OSAGE PLH I G H P OINTDRDIAMONDPOINTLN
B RI AR RIDGELN
FURNEAUX LNDIAMO N D R ID GE D R
NSHORE DR
COOKIE LN
NEWMAN RD
INDIAN TRLDOW E L L IN G C T
VOYAGE R DR
NAVARRO WAY
SEVILLA D R
CONEYISLAN D D R
PAT R I O T D R CANALSTINTERN
A
TIONALPKWY
A
N
N
A
AVE PITKINRDSAMPLE DRKIN G S BARNSL O N G V U E D ROTIS DRPARADE DR
DEERWOOD LNH E A R T H S T O N E D R
CHATHAM LN
O CEAN SPRAY D R
HIGHCO UNTRYD R RED WOLF LNBLAZINGSTARRDWA G N E R DRHACKBERRYCREEKPARKRD
STRAIT LNS IR G A W AINLNLA
R
IA
TTRLWESTWAY DRAMETHYST LNBO N SAIDRNATIO
N D
R
SPA R KSRDFRIO WAY
LIMERICK LN
ROUNDT A BLE BLV
DPARAGONDRHARBOR S PRINGSDRDRUIDHILLSDR
MEADOW DRBRIAR TREE LN
WINDJAMMER
DR
LI
VYLNKINCAID LNB
E
T
H
P
A
G
E
L
O
O
P
SIENNA PL
SHERRY LN
OVER L A N D D R
T O PA Z D R
SA D IE S T
WELLESLEY AVE
ARIES AVEH ID D EN COVEP ARK
CABAZON DRKITE LNS E DA LI A C T
WHISPERINGLAKEDRCRYSTAL FALLS
SANDSTONE DR
BAY HILL DR
CHEETAH TRLKENTSH I RE LN
SAFE HARBOR DR
REPUBLIC DR
PINEHU
RST DR
VERBE N A L NFIDDLERSGREENRD
ARBOR VISTA DRBAY DE VIEUX DR TURNBERRY DRDAYLIGHT DR
IVY GR EEN R D
CANOE WAYDUSTWHIRL DRTRAIL VIEW LN
COTLEY DR
BLACKOAKDR
WHISPERFIELD DR
CAN E HILL DR
C O LT R D
C
Y
P
R
E
S
S
P
T
DRY CA NYON DR
SIR BEDIVERE LN
CARUTH LN
L E G I R O N D R
AL C O V E D R
LINKS DRV E R A C R U Z D R
PROSPECT DR
BOGARD DR
REEDER DRSOMERVILLE DRKETTLE CREEK DR
CLEARFORK TRL
G O L D E N S P U R
L U N A V IS T A L N
BIANCA LNBALFOUR CTMORDRED LNSARA H LN
STONEBROOK PKWY
E S H 1 2 1 B U S
MIDWAY RDHW Y 121LEGACY DRLEBA NONRD
6"8"10"8"8"6"8"
6"8"8"6"
8"
8"6"8"
6"
8 "6"8"8"6"6"6"8"8"6"8 "
8"
8"
8"8"8"8"8"8"8"
8"
8"8"6"
8 "8"
8"8"
8 "8"8"
8 "8"8"6"8"8"
8 "6"6 "6"8 "8"8"8"6 "8"8"6"
6"8"8"8"8"6"
6"6"8
"8"8"8"8"8"India n C re ekS t e w a rtCreekM cWh o r t e r CreekMidwa yBranch
FIGURE C-5CITY OF THE COLONYBUILDOUT WATER SYSTEM UNDERBUILDOUT PEAK HOUR DEMAND(26.64 MGD)MINIMUM PRESSURES
Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\Appendix_C\(Figure_C-5)_BO_Min_Pressures_Results.mxdUpdated: Tuesday, April 23, 2019 9:37:48 AMUser Name: 02499
!I
LEGEND
(#UT Proposed Elevated Storage Tank
!(W Groundwater Well
[Ú Pump Station
UT Ground Storage Tank
(#UT Elevated Storage Tank
10" and Smaller Water Line
12" and Larger Water Line
Water Supply Line
Road
Railroad
Stream
Lake
Parcel
USACE Property
Water Service Area
ETJ Boundary
Other City Limit
County Boundary
0 3,000
SCALE IN FEET
MINIMUM PRESSURES
!(Less than 35 psi
!(35 - 50 psi
!(50 - 80 psi
!(Greater than 80 psi
PRESSURE PLANES
The Colony
Tribute
Austin Ranch(Service from Plano)
[Ú
[Ú[Ú
[Ú
[Ú
UT
(#UT
(#UT
UT(#UT
(#UT
UT
UT
UT
!(W
!(W!(W
!(W
!(W
(#UT
"m
"m
"m
"n
Lake Lewisville DENTON CO.COLLIN CO.DENTON CO.DENTON CO.COLLIN CO.Main and Whitt PS #2 (1) - 0.4 MG Ground Storage Tank(1) - 0.6 MG Ground Storage Tank(1) - 500 gpm Pump(1) - 700 gpm Pump(2) - 1,400 gpm Pumps
Office Creek PS #4 (2) - 3.0 MG Ground Storage Tanks(1) - 2,000 gpm Pump(2) - 4,500 gpm Pumps(1) - 6,000 gpm Pump
Clover Valley PS #1(1) - 0.4 MG Ground Storage Tank(2) - 500 gpm Pumps(1) - 1,300 gpm Pump
1.0 MG Chesapeake EST #3Overflow Elev. = 735'0.5 MG Clover EST #1Overflow Elev. = 735'
Tribute PS(1) - 1.0 MG Ground Storage Tank(4) - 1,000 gpm Pumps
0.5 MG N Colony EST #2Overflow Elev. = 735'
1.0 MG Tribute ESTOverflow Elev. = 698'
N Colony PS #3(1) - 1.0 MG Ground Storage Tank(2) - 2,100 gpm Pumps
Trinity Well #2Capacity = 1,500 gpm
Paluxy Well #2Capacity = 610 gpm
Trinity Well #4Capacity = 2,180 gpm
Trinity Well #1Capacity = 175 gpm
Trinity Well #3Capacity = 2,000 gpm
1.0 MG Proposed EST
DWU WaterSupply Line36"30"36"24"12"18"14"20"16"24"1 2 "12"12"12"12"16"12"12"12"12"20"12"
12"12"12"12"
1
2
"
12"12"12"12"1 2 "16"18"12"12"12"12"18"12"12"16"
24"12"12"1 2 "16"12"12"12"16"12"12"24"1
2"
1 2 "12"12"12"18"20"12"Frisco
Carrollton
Lewisville
Plano
Little Elm
Hackberry
HebronFM 423FM 5 44
PLANO PKWY
PARKER RD
E H EBRON PKWY
S H 1 2 1
N C O LONYBLVDLEGACY DRTEEL PKWYWINDHAVENPKW YMARSH LNBOYD RD
STONEBROOK PKWY
FM 2281LEBANON RD 4TH ARMY DRN JOSEY LNE S H 1 2 1 B U S
MERLIN DRNA SH DR
K IN GARTHURBLVDROSE LNE HILL PARK RDMIDWAY RD
CHARLES STCRIDER RDSTANDRIDGE DRPOLSER RDFISH HATCHERY RDD
O
ZI
E
R
RDMILLER DRFRYERSTLAV A CA TR
LEWISVILLE LAKE DAM
TIMBER RID GE DR
H W Y 121LONESTARRANCHPKWYANGEL FALLS DR
H I G H S H O A L S D R
WITT RD
S Q U IR ES D ROXFORDWLEBANONRD
MARE RD
LAKERIDGE RDWSTONE B R O O K PKWY
AVALONDRE B RANC H H O L L O W DR
COTTON GIN RD
FLOWERS DR
CITATION CT
NLEORA LN TWIN FALLS DRL ILA CLNARBORCREEKDRLADY OFTHELAKE
BLVD
F
RIS
COLA KESDRM
ARSHR
I
D
G
E
R
DI D L E W I L D D R
STONEBRIAR DR
L
A
C
O
S
TADRSUMN ER STCOM
P
ASSDROLD
G
ATERDMCKAMEY TR
LIAM DR
ELMSTMEDICAL PKWYSTEINBECK STOAKLAND H I L L S L N
M A L O N E A V E
DELWEBBBLVD
HIDA L G O LN
CO L U M BIN E W Y TEXAS DRC R O W NPARK L N
RO C KCREEKPKWYCEDARRANCHRD RAWLINS LNHONEYBEELN
DAVIDSON STTRINITY DRJOY DRE C H O LS DRLOBOLNDAVISDRPROVINCE DRLOM A R DR OSAGE PLH I G H P OINTDRDIAMONDPOINTLN
B RI AR RIDGELN
FURNEAUX LNDIAMO N D R ID GE D R
N SHORE DR
COOKIE LN
NEWMAN RD
INDIAN TRLDOW E L L IN G C T
VOYAGE R DR
NAVARRO WAY
SEVILLA D R
CONEYISLAN D D R
PAT R I O T D R CANALSTINTERN
A
TIONALPKWY
A
N
N
A
AVE PITKINRDSAMPLE DRKIN G S BARNSL O N G V U E D ROTIS DRPARADE DR
DEERWOOD LNH E A R T H S T O N E D R
C HATHAMLN
O CEAN SPRAY D R
HIGHCO UNTRYD R RED WOLF LNBLAZINGSTARRDHACK BERRY CREEK PARK R D
STRAIT LNS IR G A W AINLNLA
R
IA
TTRLWESTWAY DRCAMERONBAYDRAMETHYST LNBO N SAIDRNATIO
N D
R
FRIO WAY
LIMERICK LN
ROUNDT A BLE BLV
DPARAGONDRHARBOR S PRINGSDRDRUIDHILLSDR
MEADOW DRBRIAR TREE LN
WINDJAMMER
DR
LI
VYLNE A S T V A LEPAR KKINCAID LNB
E
T
H
P
A
G
E
L
O
O
P
SIENNA PL
SHERRY LN
T O PA Z D R
SA D IE S T
WELLESLEY AVE
ARIES AVEH ID D EN COVEP ARK
CABAZON DRKITE LNS E DA LI A C T
WHISPERINGLAKEDRCRYSTAL FALLS
SANDSTONE DR
BAY HILL DR
CHEETAH TRLKENTSH I RE LN
REPUBLIC DR
PINEHU
RST DR
VERBE N A L NFIDDLERSGREENRD
ARBOR VISTA DRBAY DE VIEUX DR TURNBERRY DRDAYLIGHT DR
IVY GR EEN R D
CANOE WAYDUSTWHIRL DRTRAIL VIEW LN
COTLEY DR
BLACKOAKDR
WHISPERFIELD DR
CAN E HILL DR
C O LT R D
C
Y
P
R
E
S
S
P
T
DRY CA NYON DR
SIR BEDIVERE LN
CARUTH LN
L E G I R O N D R
AL C O V E D R
LINKS DRV E R A C R U Z D R
PROSPECT DR
BOGARD DR
REEDER DRSOMERVILLE DRKETTLE CREEK DR
CLEARFORK TRL
G O L D E N S P U R
L U N A V IS T A L N
BIANCA LNBALFOUR CTMORDRED LNSARA H LN
HW Y 121E S H 1 2 1 B U S LEGACY DRLEBA NONRD
MIDWAY RDSTONEBROOK PKWY
6"
8 "
8 "
8"6"8"8"8"6 "
8 "8 "6"8"8"8"8"8"8"6"
8"8"6"
6"
6 "8"8"8"8"8"8"6"
8"8"6"8"6"8"
6"
6"
8"6"6"8"8"8"8 "6"8"6"
8"8"8"8"8"8"8"6"
8"8"8"8"
8"
8"
8"
8"8"8"8"8"8"8"8
"
6"8"8"8"
8"8"8"India n C re ekS t e w a rtCreekM cWh o r t e r CreekMidwa yBranch
FIGURE C-6CITY OF THE COLONYBUILDOUT WATER SYSTEM UNDERBUILDOUT PEAK HOUR DEMAND(26.64 MGD)MAXIMUM VELOCITY
Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\Appendix_C\(Figure_C-6)_BO_Max_Velocity_Results.mxdUpdated: Tuesday, April 23, 2019 9:38:19 AMUser Name: 02499
!I
LEGEND
(#UT Proposed Elevated Storage Tank
!(W Groundwater Well
[Ú Pump Station
UT Ground Storage Tank
(#UT Elevated Storage Tank
10" and Smaller Water Line
12" and Larger Water Line
Water Supply Line
Road
Railroad
Stream
Lake
Parcel
USACE Property
Water Service Area
ETJ Boundary
Other City Limit
County Boundary
0 3,000
SCALE IN FEET
MAXIMUM VELOCITY
Exc eeds Velocity Design Criteria
5.0 - 7.0 ft/sec
Greater than 7.0 ft/sec
PRESSURE PLANES
The Colony
Tribute
Austin Ranch(Service from Plano)
[Ú
[Ú[Ú
[Ú
[Ú
UT
(#UT
(#UT
UT(#UT
(#UT
UT
UT
UT
!(W
!(W!(W
!(W
!(W
(#UT
"m
"m
"m
"n
Lake Lewisville DENTON CO.COLLIN CO.DENTON CO.DENTON CO.COLLIN CO.Main and Whitt PS #2 (1) - 0.4 MG Ground Storage Tank(1) - 0.6 MG Ground Storage Tank(1) - 500 gpm Pump(1) - 700 gpm Pump(2) - 1,400 gpm Pumps
Office Creek PS #4 (2) - 3.0 MG Ground Storage Tanks(1) - 2,000 gpm Pump(2) - 4,500 gpm Pumps(1) - 6,000 gpm Pump
Clover Valley PS #1(1) - 0.4 MG Ground Storage Tank(2) - 500 gpm Pumps(1) - 1,300 gpm Pump
1.0 MG Chesapeake EST #3Overflow Elev. = 735'0.5 MG Clover EST #1Overflow Elev. = 735'
Tribute PS(1) - 1.0 MG Ground Storage Tank(4) - 1,000 gpm Pumps
0.5 MG N Colony EST #2Overflow Elev. = 735'
1.0 MG Tribute ESTOverflow Elev. = 698'
N Colony PS #3(1) - 1.0 MG Ground Storage Tank(2) - 2,100 gpm Pumps
Trinity Well #2Capacity = 1,500 gpm
Paluxy Well #2Capacity = 610 gpm
Trinity Well #4Capacity = 2,180 gpm
Trinity Well #1Capacity = 175 gpm
Trinity Well #3Capacity = 2,000 gpm
1.0 MG Proposed EST
DWU WaterSupply Line24"12"18"14"20"16"12 "12"12"12"12"12"12"1 2 "12"12"1
2
"16"20"16"12"16"12"12"12"12"
1
2
"12"12"24"24"12"12"12"12"12"1 2 "
24"
1 2 "12"1 2 "12"12"12"12"1 2 "12"12"18"12"12"18"12"12"12"12"12"12"
Frisco
Carrollton
Lewisville
Plano
Little Elm
Hackberry
HebronFM 423FM 5 44
PLANO PKWY
PARKER RD
E H EBRON PKWY
S H 1 2 1
N COLONYBLVDLEGACY DRTEEL PKWYWINDHAVENPKW YMARSH LNBOYD RD
STONEBROOK PKWY
FM 2281LEBANON RD 4TH ARMY DRN JOSEY LNE S H 1 2 1 B U S
MERLIN DRNA SH DR
K IN GARTHURBLVDROSE LNE HILL PARK RDMIDWAY RD
CHARLES STCRIDER RDSTANDRIDGE DRPOLSER RDFISH HATCHERY RDD
O
ZI
E
R
RDMILLER DRFRYERSTLAV A CA TR
LEWISVILLE LAKE DAM
TIMBER RID GE DR
H W Y 121LONESTARRANCHPKWYANGEL FALLS DR
H I G H S H O A L S D R
WITT RD
S Q U IR ES D ROXFORDWLEBANONRD
MARE RD
LAKERIDGE RDWSTONE B R O O K PKWY
AVALONDRE B RANC H H O L L O W DR
COTTON GIN RD
FLOWERS DR
CITATION CT
NLEORA LNIVEY TWIN FALLS DRL ILA CLNARBORCREEKDRLADY OFTHELAKE
BLVD
F
RIS
COLA KESDRM
ARSHR
I
D
G
E
R
DI D L E W I L D D R
STONEBRIAR DR
L
A
C
O
S
TADRSUMN ER STCOM
P
ASSDROLD
G
ATERDMCKAMEY TR
LIAM DR
ELMSTMEDICAL PKWYSTEINBECK STOAKLAND H I L L S L N
M A L O N E A V E
DELWEBBBLVD
HIDA L G O LN
CO L U M BIN E W Y TEXAS DRC R O W NPARK L N
RO C KCREEKPKWYCEDARRANCHRD RAWLINS LNHONEYBEELN
DAVIDSON STTRINITY DRJOY DRE C H O LS DRLOBOLNDAVISDRPROVINCE DRLOM A R DR OSAGE PLH I G H P OINTDRDIAMONDPOINTLN
B RI AR RIDGELN
FURNEAUX LNDIAMO N D R ID GE D R
N SHORE DR
COOKIE LN
NEWMAN RD
INDIAN TRLDOW E L L IN G C T
VOYAGE R DR
NAVARRO WAY
SEVILLA D R
CONEYISLAN D D R
PAT R I O T D R CANALSTINTERN
A
TIONALPKWY
A
N
N
A
AVE PITKINRDKIN G S BARNSL O N G V U E D ROTIS DRPARADE DR
DEERWOOD LNH E A R T H S T O N E D R
C HATHAMLN
O CEAN SPRAY D R
HIGHCO UNTRYD R RED WOLF LNBLAZINGSTARRDHACK BERRY CREEK PARK R D
STRAIT LNS IR G A W AINLNLA
R
IA
TTRLWESTWAY DRCAMERONBAYDRAMETHYST LNBO N SAIDRNATIO
N D
R
SPA R KSRDFRIO WAY
LIMERICK LN
ROUNDT A BLE BLV
DPARAGONDRHARBOR S PRINGSDRDRUIDHILLSDR
MEADOW DRBRIAR TREE LN
WINDJAMMER
DR
LI
VYLNE A S T V A LEPAR KKINCAID LNB
E
T
H
P
A
G
E
L
O
O
P
SIENNA PL
SHERRY LN
T O PA Z D R
SA D IE S T
WELLESLEY AVE
ARIES AVEH ID D EN COVEP ARK
CABAZON DRKITE LNS E DA LI A C T
WHISPERINGLAKEDRCRYSTAL FALLS
SANDSTONE DR
BAY HILL DR
CHEETAH TRLKENTSH I RE LN
REPUBLIC DR
PINEHU
RST DR
VERBE N A L NFIDDLERSGREENRD
ARBOR VISTA DRTURNBERRY DRDAYLIGHT DR
IVY GR EEN R D
CANOE WAYDUSTWHIRL DRTRAIL VIEW LN
COTLEY DR
BLACKOAKDR
WHISPERFIELD DR
CAN E HILL DR
C O LT R D
C
Y
P
R
E
S
S
P
T
DRY CA NYON DR
SIR BEDIVERE LN
CARUTH LN
L E G I R O N D R
AL C O V E D R
LINKS DRV E R A C R U Z D R
PROSPECT DR
BOGARD DR
REEDER DRSOMERVILLE DRKETTLE CREEK DR
CLEARFORK TRL
G O L D E N S P U R
L U N A V IS T A L N
BIANCA LNBALFOUR CTMORDRED LNSARA H LN
LEBA NONRD
E S H 1 2 1 B U S
STONEBROOK PKWY
HW Y 121LEGACY DRMIDWAY RD6"
8 "
6
"8"
8"8"8"8"6"6"6"
8"8"8"
6"8"6"8"8"
8
"
6"8"8"8"8"
8"8"8"8"8"8"8"8"8"8"8"8"8"8"8"8"8 "8"8"6"
8"
8"8"6"8"8"8"6"8 "8"
6"8"6"8"
8"
6 "8"8"
6"
6"8"8"8"8"6"8"8"
6"6"8"8"8 "8"
8 "8"
8"8"8"8"8"6"8"8"8"6"
India n C re ekS t e w a rtCreekM cWh o r t e r CreekMidwa yBranch
FIGURE C-7CITY OF THE COLONYBUILDOUT WATER SYSTEM UNDERBUILDOUT PEAK HOUR DEMAND(26.64 MGD)MAXIMUM HEADLOSS
Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\Appendix_C\(Figure_C-7)_BO_Max_Headloss_Results.mxdUpdated: Tuesday, April 23, 2019 9:38:26 AMUser Name: 02499
!I
LEGEND
(#UT Proposed Elevated Storage Tank
!(W Groundwater Well
[Ú Pump Station
UT Ground Storage Tank
(#UT Elevated Storage Tank
10" and Smaller Water Line
12" and Larger Water Line
Water Supply Line
Road
Railroad
Stream
Lake
Parcel
USACE Property
Water Service Area
ETJ Boundary
Other City Limit
County Boundary
0 3,000
SCALE IN FEET
MAXIMUM HEADLOSS
Exc eeds Headloss Design Criteria
5.0 - 7.0 ft/1,000 ft
Greater than 7.0 ft/1,000 ft
PRESSURE PLANES
The Colony
Tribute
Austin Ranch(Service from Plano)
[Ú
[Ú[Ú
[Ú
[Ú
UT
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(#UT
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UT
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UT
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"n
Lake Lewisville DENTON CO.COLLIN CO.DENTON CO.DENTON CO.COLLIN CO.Main and Whitt PS #2 (1) - 0.4 MG Ground Storage Tank(1) - 0.6 MG Ground Storage Tank(1) - 500 gpm Pump(1) - 700 gpm Pump(2) - 1,400 gpm Pumps
Office Creek PS #4 (2) - 3.0 MG Ground Storage Tanks(1) - 2,000 gpm Pump(2) - 4,500 gpm Pumps(1) - 6,000 gpm Pump
Clover Valley PS #1(1) - 0.4 MG Ground Storage Tank(2) - 500 gpm Pumps(1) - 1,300 gpm Pump
1.0 MG Chesapeake EST #3Overflow Elev. = 735'0.5 MG Clover EST #1Overflow Elev. = 735'
Tribute PS(1) - 1.0 MG Ground Storage Tank(4) - 1,000 gpm Pumps
0.5 MG N Colony EST #2Overflow Elev. = 735'
1.0 MG Tribute ESTOverflow Elev. = 698'
N Colony PS #3(1) - 1.0 MG Ground Storage Tank(2) - 2,100 gpm Pumps
Trinity Well #2Capacity = 1,500 gpm
Paluxy Well #2Capacity = 610 gpm
Trinity Well #4Capacity = 2,180 gpm
Trinity Well #1Capacity = 175 gpm
Trinity Well #3Capacity = 2,000 gpm
1.0 MG Proposed EST
DWU WaterSupply Line24"12"18"14"20"16"12"12"18"12"12"16"12"18"12"1 2 "
1
2
"12"12"12"16"12"1
2
"12"12"12"12"12"12"12"
1 6 "24"20"1 2 "16"16"20"12"24"12"12"12"1 4 "12"
12"12"24"1 2 "
12"12"12"12"12"24"12"12"12"12"12"18"12 "12"24"36"Frisco
Carrollton
Lewisville
Plano
Little Elm
Hackberry
HebronFM 423FM 5 44
PLANO PKWY
PARKER RD
E H EBRON PKWY
S H 1 2 1
N COLONYBLVDLEGACY DRTEEL PKWYWINDHAVENPKW YMARSH LNBOYD RD
STONEBROOK PKWY
FM 2281LEBANON RD 4TH ARMY DRN JOSEY LNE S H 1 2 1 B U S
MERLIN DRNA SH DR
K IN GARTHURBLVDROSE LNE HILL PARK RDMIDWAY RD
CHARLES STCRIDER RDSTANDRIDGE DRPOLSER RDFISH HATCHERY RDD
O
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R
RDMILLER DRFRYER S T
LAV A CA TR
LEWISVILLE LAKE DAM
TIMBER RID GE DR
H W Y 121LONESTARRANCHPKWYANGEL FALLS DR
H I G H S H O A L S D R
WITT RD
S Q U IR ES D ROXFORDWLEBANONRD
MARE RD
LAKERIDGE RDWSTONE B R O O K PKWY
AVALONDRE B RANC H H O L L O W DR
COTTON GIN RD
FLOWERS DR
CITATION CT
NLEORA LNIVEY TWIN FALLS DRL ILA CLNARBORCREEKDRLADY OFTHELAKE
BLVD
F
RIS
COLA KESDRM
ARSHR
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G
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DI D L E W I L D D R
STONEBRIAR DR
L
A
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TADRSUMN ER STCOM
P
ASSDROLD
G
ATERDMCKAMEY TR
LIAM DR
MEDICAL PKWYSTEINBECK STOAKLAND H I L L S L N
M A L O N E A V E
DELWEBBBLVD
HIDA L G O LN
CO L U M BIN E W Y TEXAS DRC R O W NPARK L N
RO C KCREEKPKWYCEDARRANCHRD RAWLINS LNHONEYBEELN
DAVIDSON STTRINITY DRJOY DRE C H O LS DRLOBOLNDAVISDRPROVINCE DRLOM A R DR OSAGE PLH I G H P OINTDRDIAMONDPOINTLN
B RI AR RIDGELN
FURNEAUX LNDIAMO N D R ID GE D R
NSHORE DR
COOKIE LN
NEWMAN RD
INDIAN TRLDOW E L L IN G C T
VOYAGE R DR
NAVARRO WAY
SEVILLA D R
CONEYISLAN D D R
PAT R I O T D R CANALSTINTERN
A
TIONALPKWY
A
N
N
A
AVE PITKINRDSAMPLE DRKIN G S BARNSL O N G V U E D ROTIS DRPARADE DR
DEERWOOD LNH E A R T H S T O N E D R
CHATHAM LN
O CEAN SPRAY D R
HIGHCO UNTRYD R RED WOLF LNBLAZINGSTARRDWA G N E R DRHACKBERRYCREEKPARKRD
STRAIT LNS IR G A W AINLNLA
R
IA
TTRLWESTWAY DRAMETHYST LNBO N SAIDRNATIO
N D
R
SPA R KSRDFRIO WAY
LIMERICK LN
ROUNDT A BLE BLV
DPARAGONDRHARBOR S PRINGSDRDRUIDHILLSDR
MEADOW DRBRIAR TREE LN
WINDJAMMER
DR
LI
VYLNKINCAID LNB
E
T
H
P
A
G
E
L
O
O
P
SIENNA PL
SHERRY LN
OVER L A N D D R
T O PA Z D R
SA D IE S T
WELLESLEY AVE
ARIES AVEH ID D EN COVEP ARK
CABAZON DRKITE LNS E DA LI A C T
WHISPERINGLAKEDRCRYSTAL FALLS
SANDSTONE DR
BAY HILL DR
CHEETAH TRLKENTSH I RE LN
SAFE HARBOR DR
REPUBLIC DR
PINEHU
RST DR
VERBE N A L NFIDDLERSGREENRD
ARBOR VISTA DRBAY DE VIEUX DR TURNBERRY DRDAYLIGHT DR
IVY GR EEN R D
CANOE WAYDUSTWHIRL DRTRAIL VIEW LN
COTLEY DR
BLACKOAKDR
WHISPERFIELD DR
CAN E HILL DR
C O LT R D
C
Y
P
R
E
S
S
P
T
DRY CA NYON DR
SIR BEDIVERE LN
CARUTH LN
L E G I R O N D R
AL C O V E D R
LINKS DRV E R A C R U Z D R
PROSPECT DR
BOGARD DR
REEDER DRSOMERVILLE DRKETTLE CREEK DR
CLEARFORK TRL
G O L D E N S P U R
L U N A V IS T A L N
BIANCA LNBALFOUR CTMORDRED LNSARA H LN
STONEBROOK PKWY
E S H 1 2 1 B U S
MIDWAY RDHW Y 121LEGACY DRLEBA NONRD
6"8"10"8"8"6"8"
6"8"8"6"
8"
8"6"8"
6"
8 "6"8"8"6"6"6"8"8"6"8 "
8"
8"
8"8"8"8"8"8"8"
8"
8"8"6"
8 "8"
8"
8 "8"8"
8 "8"8"6"8"8"
8 "6"6 "6"8 "8"8"6 "8"8"6"
6"8"8"8"8"6"
6"6"8
"8"8"8"8"8"India n C re ekS t e w a rtCreekM cWh o r t e r CreekMidwa yBranch
FIGURE C-8CITY OF THE COLONYBUILDOUT WATER SYSTEM UNDERBUILDOUT MAXIMUM DAY DEMAND(14.80 MGD)AVAILABLE FIRE FLOW
Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\Appendix_C\(Figure_C-8)_BO_Available FF_Results.mxdUpdated: Tuesday, April 23, 2019 9:38:58 AMUser Name: 02499
!I
LEGEND
(#UT Proposed Elevated Storage Tank
!(W Groundwater Well
[Ú Pump Station
UT Ground Storage Tank
(#UT Elevated Storage Tank
10" and Smaller Water Line
12" and Larger Water Line
Water Supply Line
Road
Railroad
Stream
Lake
Parcel
USACE Property
Water Service Area
ETJ Boundary
Other City Limit
County Boundary
0 3,000
SCALE IN FEET
AVAILABLE FIRE FLOW
Less than 1,500 gpm
1,500 - 3,000 gpm
3,000 - 4,500 gpm
Greater than 4,500 gpm
APPENDIX D
Full Size Existing System Map
[Ú
[Ú
[Ú
[Ú
[Ú
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(#UT
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Lake Lewisville DENTON CO.COLLIN CO.COLLIN CO.DENTON CO.DENTON CO.COLLIN CO.North ColonyPump Station #3(1) - 1.0 MG Ground Storage Tank(2) - 2,100 gpm Pumps
1.0 MG TributeElevated Storage TankOverflow Elev. = 698'
0.5 MG North ColonyElevated Storage Tank #2Overflow Elev. = 735'
TributePump Station(1) - 1.0 MG Ground Storage Tank(4) - 1,000 gpm Pumps
0.5 MG CloverElevated Storage Tank #1Overflow Elev. = 735'
1.0 MG ChesapeakeElevated Storage Tank #3Overflow Elev. = 735'
Clover ValleyPump Station #1(1) - 0.4 MG Ground Storage Tank(2) - 500 gpm Pumps(1) - 1,300 gpm Pump
Office CreekPump Station #4 (2) - 3.0 MG Ground Storage Tanks(1) - 2,000 gpm Pump(2) - 4,500 gpm Pumps(1) - 6,000 gpm Pump
Main and WhittPump Station #2 (1) - 0.4 MG Ground Storage Tank(1) - 0.6 MG Ground Storage Tank(1) - 500 gpm Pump(1) - 700 gpm Pump(2) - 1,400 gpm Pumps
DWU WaterSupply Line
Trinity Well #3Capacity = 2,000 gpm
Trinity Well #1Capacity = 175 gpm
Trinity Well #4Capacity = 2,180 gpm
Paluxy Well #2Capacity = 610 gpm
Trinity Well #2Capacity = 1,500 gpm
36"30"30"36"36"24"12"18"14"20"16"24"16"1 2 "12"12"12"12"12"12"12"16"12"24"12"12"12"12"12"20"12"
12"12"12"12"12"12"
1
2
"24"12"
1 2 "12"12"12"12"12"18"12"1 2 "
1
2
"12"12"20"16"16"1
6
"
12"12"14"12"
12"18"12"18"16"16"12"
12"20"12"12"12"12 "12"12"
12"
1 6 "1 2 "
1
2
"12"12"18"12"20"12"12"1
2
"
24"
12"
16"12"12"12"1
2
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2
"12"12"
12"16"12"12"24"12"16"12"
12"12"12"12"1
2
"
12"12"12"12"12"12"12"12"
12"12"12"12"1 2 "12"12"12"24"12"18"12"2 0 "18"16"12"20"18"12"12"12"18"12"12"Frisco
Carrollton
Lewisville
Little Elm
Plano
Dallas
Hackberry
HebronFM 423LEGACY DRMAIN STTEEL PKWYFM 544
PLANO PKWY
PARKER RD
KING RD
E H EBRON PKWYNCOLONYBLVD
MARSH LNW IND H A V E N P KWYPAIGE RDE S H 1 2 1 B U S BOYDRDSTONEBROOK PKWY
E R OSEMEAD E PKWYLOBO LNFM 2281LEBANON RD
SH 1214TH ARMY DRN JOSEY LNBLAI
RO
A
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S
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LEWISVILLE LAKE DAM E ELDORADO PKWYNASH DR
OLD DENTON RDROSE LNK INGARTHURBLVDBAKER DR
MERLIN DRFISH HATCHERY RDE HILL PARK RDCHARLES STCRIDER RDDALLASPKWYMIDWAY RD
STANDRIDGE DRPOLSER RD
F
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DRD
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FURNEAUX LNMILLER DRFRYERSTFOX DR
LAVACA TR
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H W Y 1 2 1LONESTARRANCHPKWYPINE LNPROVINCEDRW ELDORADO PK
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ANGEL FALLS DR
HIGH S HOALS DR
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S Q U I R E S D ROXFORDW LEBANON RDHUFFINES BLVDKELLY BLVDMARE RD
LAKE RID GE RD
W S T O N E B R O O K PKWY
AVALON DRINDIANR U N D RLAKESHORE DRFLOWERS DRHUNTDR CITATION CT
ELIZABETH D R
MC K A MYTRLPA W N EE TRL AZTEC DRS H 190N
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GREENVIEWDR
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SMOTHE R M A N RDARBOR GLEN RD
MILLBANK TWIN FALLS DRHARDWICKE LNSPURWOOD DRSLAYDR
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LADYOF
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PEMBERTON LN
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TOURAINE DR
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KENTSH I RE L N
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C O R N E L L D R
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Tribute
The Colony
Austin Ranch
6"
8 "10"8"8"8"8"8"8"
8"8"6"8"8"
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8"8"8"
6 "
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8"6"8"8"8"6"8"8"
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8"8"8"6"8"8"8"8"
8 "
8 "6"6 "8"6"6"8
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8"
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8 "8"8 "8"8"8"8"6"
8"8"8"8"8"6"6"
8"8"8"
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"
8"8"6"8"8"
8 "8"8"8"8"
6"8"6"8"8"
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8"
8"
6"8"8"8"6 "
8 "6"8"8"8"
6"8"8"
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6"8"8"8"
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6"8"8"8"8 "6"8 "8"6"8"6"
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6 "8"8"8"8"6"8"8"8"8"6"
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8"8"8"6"8"8"6"
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0 1,800 3,600
SCALE IN FEET
FIGURE 4-1CITY OF THE COLONYEXISTING WATER SYSTEM
Created by Freese and Nichols, Inc.Job No.: COY17543Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\01-WATER\Appendix_C\(Figure_4-1)_Existing_Water_System.mxdUpdated: Tuesday, April 23, 2019 9:37:05 AMUser Name: 02499
!I
PRESS URE PLANES
The Colony
Tribute
Austin Ranch(Service from Plano)
LEGEND
!(W Groundwater Well
[Ú Pump Station
UT Ground Storage Tank
(#UT Elev ated S torage Tank
10" and S maller Water Line
12" and Larger Water Line
Water Supply Line
Road
Railroad
Stream
Lake
Parcel
USACE Property
Water Ser vice Area
ETJ Boundary
Other City Limit
County Boundary
APPENDIX E
Capital Improvement Plan Projects
1 short
ITEM QUANTITY UNIT UNIT PRICE TOTAL
1 1 LS 350,000$ 350,000$
2 1 LS 2,750,000$ 2,750,000$
3 1 LS 80,000$ 80,000$
4 1 Ac 250,000$ 250,000$
5 1 LS 180,000$ 180,000$
3,610,000$
30%1,083,000$
4,693,000$
20%938,600$
5,631,600$
5,631,600$
DRAFT Capital Improvement Cost Estimate Costs in 2018 Dollars
City of The Colony
Project Description:Vicinity Map
Construct a new 1.0 MG EST in the Grandscape area.
Project Drivers:
An elevated storage shortfall was projected beginning in 2023. A new 1.0
EST will provide supplemental elevated storage to meet requirements
through Buildout conditions. Additionally, situating the EST in the
Grandscape area will increase fire-flow storage in the area.
Construction Project Number:Phase:
Project Name:1.0 MG Elevated Storage Tank
SCADA System Improvements
Land Acquisition
Residual Control System
Opinion of Probable Construction Cost
DESCRIPTION
Misc. Tank Site Work
1.0 MG Elevated Storage Tank
SUBTOTAL:
Estimated Project Total:
Comments:
SUBTOTAL:
CONTINGENCY
SUBTOTAL:
ENG/SURVEY
DRAFT Capital Improvement Cost Estimate Costs in 2018 Dollars
City of The Colony
2 short
ITEM QUANTITY UNIT UNIT PRICE TOTAL
1 1,800 LF 108$ 194,400$
2 150 LF 350$ 52,500$
246,900$
30%74,100$
321,000$
20%64,200$
385,200$
385,200$
Construction Project Number:Phase:
Project Name:Redundant Tribute PS Pipeline
Project Description:Vicinity Map
Construct a redundant 12-inch water line from the Tribute Pump Station to
the intersection of Boyd Road and Lebanon Road, parallel to the existing 20-
inch water line.
Project Drivers:
This project will add redundancy to the Tribute water system. In the event
of failure of the existing 20-inch supply line from the pump station, the new
12-inch water line will have the capacity to supply maximum day demands
to the Tribute system.
Opinion of Probable Construction Cost
DESCRIPTION
12" WL & Appurtenances
20" Boring and Casing
SUBTOTAL:
Estimated Project Total:
Comments:
SUBTOTAL:
CONTINGENCY
SUBTOTAL:
ENG/SURVEY
3 intermediate
ITEM QUANTITY UNIT UNIT PRICE TOTAL
1 1 EA 2,700,000$ 2,700,000$
2,700,000$
30%810,000$
3,510,000$
20%702,000$
4,212,000$
4,212,000$
SUBTOTAL:
Estimated Project Total:
Comments:
SUBTOTAL:
CONTINGENCY
SUBTOTAL:
ENG/SURVEY
Opinion of Probable Construction Cost
DESCRIPTION
New 1,250 GPM Groundwater Well
Project Description:Vicinity Map
Drill a new 1,250 gpm groundwater well at the Tribute/Wynnwood
GST site.
Project Drivers:
A new groundwater well will add additional supply necessary to
satisfy Buildout water supply requirements and add redundancy to
the water supply system in the Tribute/Wynnwood Peninsula area.
The Wynnwood Peninsula is currently supplied through a single 24-
inch transmission main from The Colony PP. In the event of failure
of the 24-inch transmission main, the Tribute Well will have
adequate capacity to supply Buildout maximum day demand.
Construction Project Number:Phase:
Project Name:Tribute Groundwater Well
DRAFT Capital Improvement Cost Estimate Costs in 2018 Dollars
City of The Colony