2012 Water & Wastewater Master Plan

Water and Wastewater Master Plan
Prepared for:
City of Killeen
Prepared by:
FREESE AND NICHOLS, INC.
4055 International Plaza, Suite 200
Fort Worth, Texas 76109
817-735-7300
KIL11275

Prepared for:
City of Killeen

Prepared by:
FREESE AND NICHOLS, INC.
4055 International Plaza, Suite 200
Fort Worth, Texas 76109
817‐735‐7300

KIL11275

City of Killeen
i
TABLE OF CONTENTS
Executive Summary....................................................................................................................................... ES-1
1.0 INTRODUCTION ..................................................................................................................................1-1
1.1 Scope of Work...............................................................................................................................1-1
1.2 List of Abbreviations ..................................................................................................................1-2
2.0 POPULATION........................................................................................................................................2-1
2.1 Service Area...................................................................................................................................2-1
2.2 Historical Population .................................................................................................................2-3
2.3 Projected Population..................................................................................................................2-3
3.0 WATER DEMANDS .............................................................................................................................3-1
3.1 Historical Water Demands.......................................................................................................3-1
3.2 Projected Water Demands .......................................................................................................3-2
4.0 DESCRIPTION OF THE EXISTING WATER SYSTEM ..............................................................4-1
4.1 Pressure Planes............................................................................................................................4-1
4.2 Water Lines....................................................................................................................................4-4
4.3 Wholesale Water Supply...........................................................................................................4-4
4.4 Pump Stations...............................................................................................................................4-5
4.5 Storage Facilities..........................................................................................................................4-5
5.0 WATER SYSTEM ANALYSES AND HYDRAULIC MODELING ..............................................5-1
5.1 Water Model Development......................................................................................................5-1
5.2 Existing Water System Analysis.............................................................................................5-8
5.3 Future Water System Analysis ............................................................................................ 5-14
6.0 WATER SYSTEM CAPITAL IMPROVEMENTS PLAN..............................................................6-1
6.1 Water Projects from 2013 to 2015.......................................................................................6-4
6.7 Water Projects from 2031 to 2033.................................................................................... 6-10
7.0 WASTEWATER FLOWS ....................................................................................................................7-1
7.1 Historical Wastewater Flows..................................................................................................7-1
7.2 Projected Wastewater Flows ..................................................................................................7-2
8.0 DESCRIPTION OF THE EXISTING WASTEWATER SYSTEM...............................................8-1
8.1 Major Basins..................................................................................................................................8-1

City of Killeen
ii
8.2 Wastewater Lines........................................................................................................................8-1
8.3 Wastewater Treatment Plants................................................................................................8-3
8.4 Lift Stations....................................................................................................................................8-3
9.0 WASTEWATER SYSTEM ANALYSES AND HYDRAULIC MODELING...............................9-1
9.1 Wastewater Hydraulic Model Development.....................................................................9-1
9.2 Existing Wastewater System Analysis.................................................................................9-2
9.3 Future Wastewater System Analysis ...................................................................................9-4
10.0 WASTEWATER SYSTEM CAPITAL IMPROVEMENTS PLAN............................................ 10-1
10.1 Wastewater Projects from 2013 to 2015........................................................................ 10-4
10.7 Wastewater Projects from 2031 to 2033......................................................................10-10
LIST OF TABLES
Table 2-1: Historical Population ..........................................................................................................2-3
Table 2-2: Population Projections.......................................................................................................2-4
Table 3-1: Historical Water Usage.......................................................................................................3-2
Table 3-2: 2012 Water Demand Projections by Pressure Plane..............................................3-4
Table 4-1: Summary of Pumping Facilities......................................................................................4-6
Table 4-2: Existing Ground Storage Tanks.......................................................................................4-7
Table 4-3: Existing Elevated Storage Tanks ....................................................................................4-7
Table 5-1: Initial C-value Assignments..............................................................................................5-1
Table 5-2: Existing System TCEQ Storage Requirements...........................................................5-8
Table 5-3: TCEQ Service Pumping Requirements.........................................................................5-9
Table 5-4: Existing System TCEQ Pumping Requirements........................................................5-9
Table 6-1: Water Projects Unit Costs .................................................................................................6-1
Table 6-2: Water Capital Improvements Plan Summary............................................................6-2
Table 7-1: Historical Wastewater Flows...........................................................................................7-2
Table 7-2: 2012 Wastewater Flows by Basin..................................................................................7-3

City of Killeen
iii
Table 8-1: Lift Station Capacity.............................................................................................................8-3
Table 9-1: TCEQ Slope Requirements................................................................................................9-4
Table 10-1: Wastewater Projects Unit Costs ..................................................................................10-1
Table 10-2: Wastewater Capital Improvements Plan Summary.............................................10-2
LIST OF FIGURES
Figure 2-1: Service Area............................................................................................................................2-2
Figure 2-2: Service Population by Census Tract..............................................................................2-5
Figure 3-1: Historical and Projected Water Demands...................................................................3-3
Figure 4-1: Existing Water System........................................................................................................4-2
Figure 4-2: Existing System Schematic ...............................................................................................4-3
Figure 4-3: Pipeline Diameter by Length............................................................................................4-4
Figure 4-4: Pipeline Material by Length .............................................................................................4-4
Figure 5-1: Pressure Recording Data for Lower Pressure Plane...............................................5-3
Figure 5-2: Pressure Recording Data for Upper, Middle, and Douglas Mt.............................5-4
Figure 5-3: Pressure Recording Data for Transmission Main to PS #4..................................5-5
Figure 5-4: Pressure Recorder Locations...........................................................................................5-6
Figure 5-5: Existing System Minimum Pressures ........................................................................5-12
Figure 5-6: Existing System Minimum Pressures ........................................................................5-13
Figure 6-1: Water System Capital Improvement Plan...................................................................6-3
Figure 8-1: Pipeline Diameter by Length............................................................................................8-1
Figure 8-2: Pipeline Material by Length .............................................................................................8-1
Figure 8-3: Existing Wastewater System............................................................................................8-2
Figure 9-1: Existing Wastewater System Analysis..........................................................................9-3
Figure 9-2: Proposed Basin Delineation.............................................................................................9-6
Figure 9-3: Sewer System Rehabilitation...........................................................................................9-8
Figure 10-1: Wastewater System Capital Improvement Plan ..............................................10-3
APPENDICES
Appendix A – Water Capital Improvement Plan Cost Tables
Appendix B – Wastewater Capital Improvement Plan Cost Tables
Appendix C – Water Model Calibration Results
Appendix D – Modeled Pumping and Tank Levels
Appendix E – Modeled Pressure and Fire Flow Maps

City of Killeen
ES-1
EXECUTIVE SUMMARY
1.0 INTRODUCTION
The City of Killeen is a growing community located in central Texas, within Bell County. The City
currently provides water and wastewater service to over 131,000 people. The population within the
service area is projected to grow by almost 50,000 people in the next 20 years. Accommodating this
growth in an efficient and cost effective manner, while also focusing on the maintenance of existing
aging water and wastewater system assets, is the purpose of this 2012 Water and Wastewater Master
Plan. This report has been prepared to provide the City of Killeen a planning tool that will serve as a
guide for short-term and long-term improvements to the infrastructure within the water and
wastewater systems.
2.0 POPULATION
Population and projected land use are important elements in the analysis of water distribution and
wastewater collection systems. Water demands and wastewater loads are dependent on the residential
population and commercial development served by the systems and determine the sizing and location
of system infrastructure. A thorough analysis of historical and projected populations provides the basis
for future water demands and wastewater loads.
Based on our analysis and historical trends, an annual growth rate of 1.3% was used to project the 5-
year population. The annual growth rate was increased for the subsequent planning periods assuming
growth would increase into the future due to the availability of developable land in the service area and
the recovery of the economy. Table ES-1 presents the water and wastewater service population
projections for each planning period.
Table ES-1: Population Projections
Planning Year Population
2012 131,474
2017 139,919
2022 151,330
2032 179,825

City of Killeen
ES-2
3.0 WATER DEMANDS
Reviewing historical water demands provides insight into selecting design criteria used to project future
water demands. Annual average day demand, maximum day to average day peaking factors, and per-
capita consumption were reviewed and provided a basis for determining the design criteria used to
project water demands. Figure ES-1 illustrates the historical and projected water demands for the City
of Killeen. Maximum day demand data from 2006 to 2010 was not included due to inaccurate water
metering.
Figure ES-1: Historical and Projected Water Demands
4.0 DESCRIPTION OF EXISTING WATER SYSTEM
The City of Killeen’s distribution system consists of 617 miles of water lines. Pipeline diameters range in
size from 1-inch to 30-inches. The City acquires water from a wholesale water supplier to provide
service to its residents. Currently, the City exclusively purchases treated surface water from Bell County
Water Control and Improvement District #1. The surface water is part of the 39,000 acre-feet/year of
raw water that Killeen has secured in Lake Belton. The existing maximum daily supply of treated water
is 32.0 mgd. The City of Killeen receives the treated water at four delivery points. Five pump stations
are utilized to supply water throughout the distribution system. Twelve ground storage tanks and five
elevated storage tanks also make up the distribution system facilities.
17.09 18.19 19.67
23.38
28.20
30.01
32.46
38.57
47.94
51.02
55.18
65.57
0
10
20
30
40
50
60
70
1995 2000 2005 2010 2015 2020 2025 2030 2035
WaterDemand(mgd)
Year
Average Day Maximum Day Peak Hour
ProjectedHistorical

City of Killeen
ES-3
5.0 WATER SYSTEM ANALYSES AND HYDRAULIC MODELING
Hydraulic analyses were conducted to identify deficiencies in the City of Killeen’s existing water
distribution system and to establish a capital improvements plan to improve the existing system and
meet projected water demands through 2032. Various combinations of improvements and system
modifications were investigated to determine the most appropriate approach for meeting projected
demands. Parameters used in developing the capital improvements plan included increasing system
reliability, renewing aging infrastructure, simplifying system operations, meeting required fire flows, and
maintaining proper residual pressures.
The City of Killeen’s water model was developed using H2OMap Water software by Innovyze and
consists of all pipes and facilities in the distribution system. In order to verify that the hydraulic model
accurately represented the actual distribution system, a model calibration analysis was performed. The
calibration process involved adjusting system operation, C-values, demand allocation, and peaking
factors to match a known condition. Calibration is an important component of building and using a
hydraulic model. Achieving a good calibration to real-world conditions instills confidence that the model
elements are reflective of the actual distribution system infrastructure and operation.
The hydraulic model was used to evaluate the existing distribution system to assess current pumping
and storage capacity, residual pressures, and fire flow capacity. This analysis is performed to determine
if there are any existing system deficiencies and also to provide a baseline for the current level of
service. The results of the analysis are summarized below:
 The City is currently exceeding all TCEQ requirements for storage and pumping capacity.
 A review of existing pressures throughout the system revealed three areas of low pressure due
to high ground elevations.
 The majority of the water system can provide at least 1,000 gpm, which is a typical residential
fire flow demand. Available fire flows below 1,000 gpm are due to small diameter lines in
isolated areas.
Once the existing system was evaluated, hydraulic analyses were performed on the distribution system
under future demand conditions. Water system improvements were developed to accommodate the
anticipated residential and non-residential growth over the next 20 years. Challenges facing the water
system include providing additional supply and transmission capacity, meeting elevated storage and
pumping requirements, providing service to areas of growth south of the existing City limits where little

City of Killeen
ES-4
or no infrastructure currently exists, and maintaining aging infrastructure through asset management.
Key observations and recommendations resulting from modeling and evaluation of the distribution
system are:
 The projected demands exceed the existing treated water rate of 32 mgd in 2022. Therefore, it
is recommended that an additional water supply facility be constructed near Highway 195 and
Chaparral Road.
 Several areas were identified that need additional transmission capacity to convey water
throughout the distribution system. Transmission lines are larger diameter pipelines primarily
used to transfer water from the source to areas of demand.
 Based on the evaluation of existing and future system operations, it is recommended that the
City maintain 150 gallons/connection of elevated storage, which is more than the minimum
TCEQ requirement.
 As new development occurs within Killeen’s water service area, new water lines are needed to
extend service to unserved areas. It is recommended that a minimum line size of 12-inches be
installed, creating one-mile grids where possible.
 Water line break data along with pipe material and diameter were used to identify water lines
to be replaced and/or rehabilitated. Replacing or rehabilitating aging water lines can potentially
reduce the number of breaks, as well as increase available fire flow and improve water quality in
the area.
6.0 WATER SYSTEM CAPITAL IMPROVEMENT PLAN
Freese and Nichols, Inc. (FNI) developed a capital improvements plan for the City of Killeen to ensure
high quality water service that promotes residential and commercial development. The recommended
improvements will provide the required capacity and reliability to meet projected water demands
through the year 2032. Utilizing the hydraulic model to analyze the water distribution system,
improvements were phased into the three year planning period in which they become hydraulically
necessary. It is recommended that these projects be constructed generally in the order listed; however,
development patterns may make it necessary to construct some projects sooner or later than
anticipated. Table ES-2 summarizes the costs of the recommended water system capital improvements
plan for the City of Killeen.

City of Killeen
ES-5
Table ES-2: Summary of Water Capital Improvements Plan
Phase Cost
2013-2015 $7,711,100
2016-2018 $14,716,810
2019-2021 $7,931,230
2022-2024 $12,069,400
2025-2027 $10,292,920
2028-2030 $10,128,400
2031-2033 $11,268,650
Total $74,118,510
7.0 WASTEWATER FLOWS
FNI analyzed monthly flow data provided by the City from January 2005 through February 2012 to
determine the historical trends in system-wide average daily flow and per-capita flow. Nearly two years
of monthly flow data at each of the two wastewater treatment plants were also provided to determine
if the average day per-capita flow was the same for both plants. To project future average wastewater
flows, FNI recommends using 125 gpcd for wastewater flow in the North WWTP service area and an
average flow rate of 75 gpcd was selected for the basins contributing to the South WWTP as determined
through a review of historical data. Future average daily wastewater loads were calculated by applying
the selected per-capita loadings to the growth in population for the 2012, 2017, 2022 and 2032 planning
periods. To determine the peak wet weather to average day peaking factor FNI utilized the peaking
factors developed in the 2010 SSES Basin Prioritization Study for a 4-inch, 5-year, 6-hour design storm.
Tables ES-3 provides a summary of the population and wastewater flow by basin for each planning
period.
Table ES-3: Summary of Wastewater Flow Projections
Year Population
Average Day Flow
(mgd)
Peak Wet Weather Flow
(mgd)
2012 131,474 13.70 54.78
2017 139,919 14.52 57.65
2022 151,330 15.65 61.32
2032 179,825 18.35 71.04
8.0 DESCRIPTION OF THE EXISTING WASTEWATER SYSTEM
The City of Killeen’s existing wastewater system consists of 535 miles of wastewater collector mains and
interceptors. Pipeline diameters range in size from 4-inches to 42-inches. The wastewater system is

City of Killeen
ES-6
served by two wastewater treatment plants that are owned and operated by Bell County Water Control
and Improvement District #1. The North WWTP has a total treatment capacity of 21 mgd, while the
South WWTP has a treatment capacity of 6 mgd. Lift stations are necessary when wastewater needs to
be pumped to a higher elevation where the gravity flow can resume to the outfall of the system. Due to
the varying topography citywide, Killeen operates 14 lift stations throughout the service area. The lift
stations vary in size from small development addition lift stations near the city limits to the three large
lift stations in the center of the City.
9.0 WASTEWATER SYSTEM ANALYSES AND HYDRAULIC MODELING
Hydraulic analyses were conducted to identify deficiencies in the City of Killeen’s existing wastewater
collection system and to establish a capital improvements plan to improve the existing system and
handle projected wastewater flows through 2032. Various combinations of improvements and
modifications were investigated to determine the most appropriate approach for conveying projected
flows. Parameters used in developing the improvements plan included increasing system reliability,
simplifying system operations, handling peak wet weather flows, maintaining proper velocities, and
reducing surcharging and sanitary sewer overflows.
FNI built a hydraulic model of the City of Killeen’s wastewater system using H2OMap Sewer. FNI
compared the average day and peak wet weather flows to the flows that were measured during the
2010 SSES Basin Prioritization Study to verify the model and imitate real world operations. The City also
provided permanent flow metering data from March 20, 2012, when 4.3 inches of rain fell across the
City. The data was used to compare flows from the model to an existing storm event.
The hydraulic model was used to evaluate the existing collection system to assess the ability of the
system to adequately convey wastewater without excessively surcharging or overflowing. This analysis
was performed to determine if there are any existing system deficiencies and also to provide a baseline
for the current level of service. The results of the analysis are summarized below:
 Modeling showed no overflows under existing system conditions.
 Areas in the northern and western portion of the City in the WWTP, South Nolan Creek, and
Long Branch Basins that flow to the North WWTP experience high levels of I/I based on the
observed peaking factors from the 2010 SSES Basin Prioritization Study.
 The interceptor that flows into Lift Station #1 experiences significant surcharging.

City of Killeen
ES-7
 The 21-inch and 12-inch wastewater line that runs parallel to the west of Twin Creek Dr. and the
upstream 12-inch portion that is parallel to Westcliff Road experience a significant amount of
surcharging under existing peak wet weather flows. The model indicates that the line is
exceeding capacity and is nearly overflowing under design storm conditions at the intersection
where there are two 12-inch wastewater lines conveying to a single 12-inch line.
Once the existing system was evaluated, hydraulic analyses were performed on the collection system
under future peak flow conditions. Wastewater system improvements were developed to accommodate
the anticipated residential and non-residential growth over the next 20 years. To serve the future
growth, the City of Killeen must rehabilitate, replace or upsize existing infrastructure and provide
additional service to areas of growth where little or no infrastructure currently exists. Key observations
and recommendations resulting from modeling and evaluation of the collection system are:
 Ground elevations and recommended improvements to various lift stations and force mains
revealed a change in delineation of wastewater basin boundaries.
 Evaluating the feasibility of a regional WWTP in the southern portion of the service area may be
beneficial in the future depending on how development occurs and the interest of other
potential regional partners.
 FNI recommends that the City limit and/or reduce the number of lift stations where possible due
to the cost of operating and maintaining the facilities. Lift Station #24A can be abandoned in the
future after the flow is diverted by gravity to the Trimmier Creek Basin. There are also three
recommended projects to divert flow from Lift Stations #20, #23, and #24 from the South Nolan
Creek and the Central basins to the Trimmier Creek basin.
 Multiple lift stations are needed in the very southern portion of the wastewater service area to
pump the flow to the South WWTP. Model results also indicate that there are existing
wastewater mains that do not have capacity to convey future wastewater flows without
excessive surcharging or overflowing.
 Additional SSES work performed by Pipeline Analysis was used to identify manhole and sewer
line rehabilitation candidates. Performing a city wide rehabilitation program will reduce the
amount of I/I in the system while extending the life of the existing pipes and manholes.

City of Killeen
ES-8
10.0 WASTEWATER SYSTEM CAPITAL IMPROVEMENTS PLAN
FNI developed a capital improvements plan (CIP) for the City of Killeen to ensure the wastewater
collection system will effectively and efficiently continue to convey flow to the wastewater treatment
plants. The recommended improvements will provide the required capacity and reliability to meet
projected wastewater flows through year 2032. Utilizing the hydraulic model to analyze the wastewater
collection system, improvements were phased into the three year planning period in which they become
hydraulically necessary. It is recommended that these projects be constructed generally in the order
listed; however, development patterns may make it necessary to construct some projects sooner or
later than anticipated. Table ES-4 summarizes the costs of the recommended wastewater system
capital improvements plan for the City of Killeen. The total water and wastewater costs are presented in
Table ES-5.
Table ES-4: Summary of Wastewater Capital Improvements Plan
Phase Cost
2013-2015 $12,470,240
2016-2018 $9,981,550
2019-2021 $9,295,360
2022-2024 $6,875,650
2025-2027 $8,238,460
2028-2030 $8,889,490
2031-2033 $9,270,390
Total $65,021,140
Table ES-5: Summary of Water and Wastewater Costs
Phase Water Cost Wastewater Cost Total
2013-2015 $7,711,100 $12,470,240 $20,181,340
2016-2018 $14,716,810 $9,981,550 $24,698,360
2019-2021 $7,931,230 $9,295,360 $17,226,590
2022-2024 $12,069,400 $6,875,650 $18,945,050
2025-2027 $10,292,920 $8,238,460 $18,531,380
2028-2030 $10,128,400 $8,889,490 $19,017,890
2031-2033 $11,268,650 $9,270,390 $20,539,040
Total $74,118,510 $65,021,140 $139,139,650

City of Killeen
1-1
1.0 INTRODUCTION
The City of Killeen is a growing community located in central Texas, within Bell County. The City
currently provides water and wastewater service to over 131,000 people. The population within the
service area is projected to grow by almost 50,000 people in the next 20 years. Accommodating this
growth in an efficient and cost effective manner, while also focusing on the maintenance of existing
water and wastewater system assets, is the purpose of this 2012 Water and Wastewater Master Plan.
This report has been prepared to provide the City of Killeen a planning tool that will serve as a guide for
short-term and long-term improvements to the infrastructure within the water and wastewater
systems.
1.1 SCOPE OF WORK
Freese and Nichols, Inc. (FNI) was retained in 2011 by the City of Killeen to prepare a Water and
Wastewater Master Plan. The goals of the Water and Wastewater Master Plan were to evaluate the
integrity of the existing water and wastewater systems and to recommend a phased CIP through the
year 2032. The recommended improvements will serve as a basis for the design, construction, and
financing of facilities required to meet Killeen’s water and wastewater capacity and system renewal
needs. The major elements of the scope of this project included:
 Water and Wastewater Model Development and Calibration
 Population Projections
 Water Demand and Wastewater Flow Projections
 Water and Wastewater Hydraulic Analyses
 Water and Wastewater System Capital Improvements Plan
 Water and Wastewater System Master Plan Report

City of Killeen
1-2
1.2 LIST OF ABBREVIATIONS
Abbreviation Actual
AD Average Day Demand
CCN Certificate of Convenience and Necessity
CIP Capital Improvement Program
EPS Extended Period Simulation
EST Elevated Storage Tank
ETJ Extraterritorial Jurisdiction
FNI Freese and Nichols, Inc.
GIS Geographic Information System
gpcd Gallons per Capita per Day
gpd Gallons per Day
HGL Hydraulic Grade Line
I/I Infiltration and Inflow
lf Linear Feet
LS Lift Station
MD Maximum Day Demand
MG Million Gallons
mgd Million Gallons per Day
PH Peak Hour Demand
PRV Pressure Reducing Valve
PS Pump Station
psi Pounds per Square Inch
SCADA Supervisory Control and Data Acquisition
SSES Sanitary Sewer Evaluation Survey
SSO Sanitary Sewer Overflow
SSOI Sanitary Sewer Overflow Initiative
TCEQ Texas Commission on Environmental Quality
WL Water Line
WTP Water Treatment Plant
WWTP Wastewater Treatment Plant

City of Killeen
2-1
2.0 POPULATION
Population and projected land use are important elements in the analysis of water distribution and
wastewater collection systems. Water demands and wastewater loads are dependent on the residential
population and commercial development served by the systems and determine the sizing and location
of system infrastructure. A thorough analysis of historical and projected populations provides the basis
for future water demands and wastewater loads.
2.1 SERVICE AREA
The existing water and wastewater service area consists of the current city limits. The future service
area for the Water and Wastewater System Master Plan includes the existing city limits and a portion of
the extra-territorial jurisdiction (ETJ) that extends south of the city limits to the Lampasas River. Figure
2-1 shows the service area evaluated as part of Killeen’s Water and Wastewater Master Plan. For this
study, the future service area for Killeen includes service to new and existing customers within the
current city limits over the next 10 years and service in the ETJ beyond the 10-year planning period.

FORTHOODST
US 190
HWY
TRIMMIERRD
WSYOUNGDR
RANCIER AVE
CHAPARRAL RD
STAN SCHLUETER LP
STAGECOACH RD
38TH
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LAKE RD
WESTCLIFF
RD
2NDST
10THST
GRAYST
ONIONRD
VETERANS MEMORIAL
BLVD
ZEPHYR
RD
SHAWNDR
OLDFM440FM
REESE CREEK RD
FAWN DR
60THST
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CLEAR CREEK RD
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LIBERTYST
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BACON RANCH RD
NATURAL LN
42NDST
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SERPENTINE DR
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PRATHERDR
22NDST
BIRMIN G
HAM
CIR
SANTE FE DR
LANCE LOOP
SUNNY LN
OAK
VALLEYDR
POWDER
RIVER
DR
RILEY DR
LIO
NS
G
ATELN
CHESTNUTDR
BOWFIELDDR
SIS
SO
M
RD
QUARRYDR
OSTERDR
CA
RMEN
ST
54TH
ST
FEATHERLINERD
SPARROWRD
ZINC DR
FM
3481
RD
TYRELDR
TUMBLEWEEDDR
8THST
ADEELDR
BRYCE AVE
TIM
BERLINEDR
TOLEDODR
BOSWELL
DR
BENDING TRL
PLAINS
DR
ALI DR
ALAMOCITOS CREEK DR
ALEXANDERST
BARBED WIRE DR
DRIFTWOOD DR
PECOSDR
SAVAGEDR
LEWIS
ST
LOYAL LN
GALLOP
DR
KILPATRIC
K
DR
LYDIA DR
LYRADR
GOODHUEDR
MANDALAY
DR
CLOUD
LN
FLANIGANDR
RIMES RANCH DR
CROSS
DR
LEE DR
HAZEL DR
MAEDELL DR
MATTIE
DR
PARKST
WILLOWSWAY
JENNIFER
DR
GAUTIERAVE
SHEILA DR
PONDVIEW
DR
CHIPS DR
DEXTERDR
LEROYCIR
TUMUT LN
DAYTONDR
ELMS RD
RAMP
CENTRAL TEXAS
EXPY
RAMP
US 190
HWY
PARKRD
8THST
ROY REY
N
OLDSDR
RAMP
FORTHOODST
CUNNIN
GHAM
RD
Ushy 190
Sthy195
I35
Farm
To Market Road 2484
TrimmerRd
E Rancier Ave
SWSYoungDr
SFortHoodSt
HillRd
Battalion Ave
IndianTrl
E Elms Rd
Clear Creek Rd
E Stagecoach Rd
W
es
tcliff R
d
Farm To Market Road 439
E Stan Schlueter Lp
W Veterans Memorial Blvd
HoodRd
E
W
Stan Schlueter Lp
N
38thSt
Zephyr Rd
Tank Destroyer Blvd
Central Dr
S
AnnBlvd
NRoyReynoldsDr
FarmToMarketRoad440
StonetreeDr
NWSYoungDr
E Veterans Memorial Blvd
NolaRuthBlvd
Mountain Lion Rd
MartinLutherKingBlvd
LevyCrossingRd
60thSt
NFortHoodSt
N
C
entral Texas Expy
Terminal Ave
Sthy 138
Farm
To
M
ark
etRoad
440
Sthy195
Sthy195
ClearCreekRd
Sthy195
Ushy 190
Tank Destroyer Blvd
FIGURE 2-1
CITY OF KILLEEN
FUTURE SERVICE AREA
Created by Freese and Nichols, Inc.
Job No.: KIL11275
Location: H:W_WW_PLANNINGDELIVERABLES11-Final_W_WW_Report(Figure-2-1)-Service_area.mxd
Updated: October 16, 2012
0 4,000 8,000
SCALE IN FEET
I
LEGEND
Future Service Area
Road
Lake
Stream
Parcel
City Limits
Fort Hood
ETJ

City of Killeen
2-3
2.2 HISTORICAL POPULATION
The City of Killeen Planning and Development Services Department provided yearly population data
from 2000 through 2011. The data indicated an increasing growth rate with an average annual growth of
3.68% over the last 11 years. Table 2-1 presents the historical populations for the City of Killeen. The
2010 population listed in Table 2-1 is the official population posted by the U.S Census Bureau. The
significant increase in population from 2009 to 2010 is likely due to underestimating the City population
in the years between the 2000 Census and the 2010 Census. No adjustments were made to past data
when the 2010 Census population was released.
Table 2-1: Historical Population
Year Population Growth Rate
2000* 86,911 -
2001 89,858 3.39%
2002 93,587 4.15%
2003 100,911 7.83%
2004 102,461 1.54%
2005 104,032 1.53%
2006 105,604 1.51%
2007 112,434 6.47%
2008 116,934 4.00%
2009 119,510 2.20%
2010* 127,921 7.04%
2011 128,967 0.82%
Average 3.68%
*Official Census population
2.3 PROJECTED POPULATION
Population projections are an important component of the water and wastewater master planning
process. The magnitude and distribution of the growth in population will dictate where future water
and wastewater infrastructure is required. It is important to note that projecting future population is
challenging, especially for relatively small geographic areas such as individual cities because it can be
difficult to predict how fast or slow development will occur when there are a variety of circumstances
that can impact it.

City of Killeen
2-4
The Planning and Development Service Department provided an estimated 2012 population. Future
population projections for each planning year were developed based on the population forecasts in the
City’s 2010 Comprehensive Plan, input from City staff on proposed developments, and FNI’s analysis.
The 2010 Comprehensive Plan lists annual growth rates ranging from 1.26% to 2.06% through 2040.
Based on our analysis and historical trends, an annual growth rate of 1.3% was used to project the 5-
year population. The annual growth rate was increased for the subsequent planning periods assuming
growth would increase into the future due to the availability of developable land in the service area and
recovery of the economy. Table 2-2 presents the projected water and wastewater service population
for each planning period.
In the City’s Comprehensive Plan, it was stressed that cities should think in terms of a range of potential
growth rather than absolute numbers given the uncertainty of any small-area forecast that extends
beyond a few years; however, for master planning purposes, specific years are assigned to planning
periods so that improvements can be identified and phased by years. Therefore, although the
population projections were developed for specific years (2017, 2022, and 2032), the associated water
demands and wastewater flows should serve as triggers for improvements rather than being solely
based on the years identified in the phasing plan.
Table 2-2: Population Projections
Year Population
Average Annual
Growth Rate
2012 131,474 -
2017 139,919 1.3%
2022 151,330 1.6%
2032 179,825 1.9%
The total population for each planning year was distributed throughout the City using census tracts. The
tracts in the southern portion of the service area were rather large, so those were divided into smaller
planning areas to better distribute the population and represent growth trends. Figure 2-2 shows the
projected water and wastewater service population by census tract. Population was distributed based
on known future developments and the amount of developable land within each census tract.

233-5
0
0
0
3800
233-3
0
0
0
1500
225.02
9942
11500
13500
17500
233-4
0
0
0
300
233-2
0
0
0
500
231.05
8805
10000
11250
16000
0
0
200
700
223
4258
5505
7200
9080
230
7028
7500
8500
9500
231.06
9716
9716
10000
12000
233-1
2000
3100
3700
6200
222
3258
3800
3900
5315
224.02
4602
4802
5000
8200
231.08
13856
14000
14500
14500
220
1300
1400
1550
1800
224.04
7400
7500
7650
7650
231.07
7105
7200
7500
7500
224.01
5567
5900
6500
6500
229
3672
3700
3800
3800
221.03
5518
5600
5600
5600
224.05
1850
2300
3500
4200
225.01
3423
3550
3550
3550
224.03
4513
4600
4600
4600
231.04
3235
3235
3325
3325
226
4292
4400
4600
4600
231.03
4467
4467
4500
4500
221.01
4256
4550
5060
5060
235
2155
2155
2155
2155
221.05
2317
2500
2650
2650
221.04
4399
4399
4500
4700
228.01
2540
2540
2540
2540
FORTHOODST
US 190
HWY
TRIMMIERRD
WSYOUNGDR
RANCIER AVE
CHAPARRAL RD
STAN SCHLUETER LP
STAGECOACH RD
ELMS RD
38TH
ST
CENTRAL TEXAS EXPY
LAKE RD
WESTCLIFF RD
2NDST
10THST
GRAYST
ONIONRD
VETERANS
MEMORIAL
BLVD
ZEPHYR RD
SHAWNDR
OLDFM440FM
REESE CREEK RD
FAWN DR
60THST
CLEAR CREEK RD
MESADR
WATERCREST RD
CHANTZDR
JASPER DR
JANISDR
ILLINOIS AVE
ROSEWO
OD
DR
GUS DR
TEALDR
CUNNINGHAM
RD
EASTTRIMMIERRD
E AVE
TERRACE DR
JIM AVE
RUIZDR
G AVE
WINDFIELDDR
FLORENCERD
TW
IN
CREEK
DR
ESTELLEAVE
WA
T
E
R
ST
B AVE
ATKINSON DR
STONETREE
DR
LEVYLN
CONDER
S
T
ROYREYNOLDSDR
M
ARY
J ANE DR
EXCEL DR
YATESRD
JOHN RD
LOVE RD
DUNCAN AVE
IDA DR
GILMERST
GRANEX DR
STALLION DR
NEWT DR
HALLMARK AVE
CORA AVE
SILTSTONE LP
REINDR
P
LATINUMDR
BERMUDADR
WEST LN
POAGE AVE
LOWES
BLVD
GOODEDR
FARHILLS DR
18THST
EDGEFIELD ST
LITTLE
NOLAN
RD
CITRINEDR
LEO LN
ROBINETTRD
ALVINDR
CLAIRIDGE AVE
TALLWOODDR
TAFT ST
C AVE
NINA DR
ROY J SMITH DR
JAMES LP
POLKST
ANDOVERDR
FIELDCREST DR
VEGA LN
VAHRENKAMP DR
LAVA LN
I AVE
HOOTENST
VIOLA DR
MARTIN
LU
TH
E
R
KING
JR BLVD
LIBRADR
SHERMANDR
GOWENDR
R
A
M
P
SHIMLADR
ATLAS AVE
WESTWOOD DR
FOSTERLN
HERNDONDR
JASMINELN
SULFUR SPRIN
G
DR
GEMINI LN
WATEROAKD
R
WILLOW
SPRINGSRD
LAUR A
DR
ANNA LEE DR
VALLEY
RD
PINEDR
WALESDR
BUNNYTRL
DIANA DR
TOWER HILL LN
G
REENLEE
D R
HITCHROCKDR
GREENGATE DR
GOLDEN GATE DR
TURKEYTROTRD
SCHWALD RD
SCHORN
D
R
46THST
BURK
D
R
6TH
ST
OAK
HILL
DR
BECKERDR
ESTES DR
RIOBLVD
JOHN HELEN DR
HANK DR
MONEYPITRDLOOP RD
AUBURN DR
WEISS DR
BOWLESDR
LEGACY LN
CACTUS DR
ACORNCREEK
TRL
D
O
FFY DR
GROVE DR
28THST
FEATHERLINERD
VARDEMAN A
VE
CINCH DR
MOSAIC
TRL
BELLAIRE DR
SCHOTTISCHE LN
BRISTOL DR
CHRISTIEDR
THUNDER CREEK
DR
BACON RANCH RD
NATURAL LN
42NDST
KELLEYLN
OAKALLARD
BRANCHDR
WAGONWHEELDR
HEMLOCK DR
OLDFLORENCERD
RAINLILY
ST
AGATE DR
MIKULEC DR
CROCKETTDR
PRIVATE
PRIVATE
WESTRIMDR
SWANN
ER
LP
BRIDLEDR
BILLS
RD
BRIDGEWOODDR
SANDSTONE DR
BACHELORBUTTONBLVD
DAN
DR
CEDARHILLDR
SALT FORK DR
BLAK E ST
LLEWELLYN
DR
TURNER AVE
SERPENTINE DR
ERIC DR
A
LAN CIR
PRIVATE DR
LUXOR DR
TIFFANY CIR
SILVERHILLDR
PENNINGTONAVE
GOLDEN DR
SH
ADY
DR
TATONKA DR
SANTE FE DR
LANCE LOO
P
SUNNY LN
OAK
VALLEYDR
POWDER RIVER
DR
ALMA DR
COY
D R
CHESTNUTDR
BOWFIELDDR
OMAR DR
DRACO
DR
40THST
JOSEPHDR
LAK
ECREST DR
FAIRVIEW
DR
CEDAR RIDGE CIR
SPARROWRD
ALLEGANYDR
DOGWOODBLVD
ZINC DR
FM
3481
RD
SEARCYDR
TYRELDR
MORNING GLEN
LN
TUMBLEWEEDDR
GAIL ST
8THST
PLAZA DR
LAURENLEADR
SOUTHERNBELLEDR
ADEELDR
BRYCE AVE
COMMERCE DR
CARINADR
MULFORDST
ALI DR
LOISLN
LAURENMACKENZIEDR
LITTLE AVE
LARRYLN
BLA
Y
NEYDR
PERSIMM
ON
DR
SYLVIADR
LONE
LY
OAK
LN
ALEXANDERST
BARBED WIRE DR
G
ARY LP
LEWIS
ST
IVORYLN
PEBBLE
DR
GALLO
P DR
KILPATRICK
DR
MAXDALERD
GOODHUEDR
VAILDR
MANDALAY DR
CLOUD
LN
FLANIGANDR
RIMES RANCH DR
CROSS
DR
HEREFORDLN
HUNTERSRIDGETRL
UNIONGROVEPARK
RD
DONNE AVE
MENARDDR
PERSEUS DR
WILLOWSWAY
ED
G
EW
O
O
D
D
R
JENNIFER
DR
SHEILA DR
TUDORDR
REPUBLIC OF TEXAS DR
CHIPS DR
AMBROSE DR
DAYTONDR
HACKBERRY
DR
CHET EDWARDS LP
CLOUDST
FOLLYDR
BELL TOWER RD
ASA
DR
KUM-OK LN
RIVERSIDEDR
KYARADR
RAMP
OLD F M 440 FM
RAMP
US 190
HWY
BACON RANCH RD
ELMS RD
ROY REYNO
L
DSDR
RAMP
FORT
HOOD
ST
RAMP
Ushy 190
Sthy195
TrimmerRd
E Rancier Ave
SWSYoungDr
Farm
ToMarketRoad2484
SFortHoodSt
Battalion Ave
Indian
Trl
E Elms Rd
Clear Creek Rd
E Stagecoach Rd
Westcliff Rd
E Stan Schlueter Lp
W
Veterans Memorial Blvd
HoodRd
N38thSt
Zephyr Rd
Tank Destroyer Blvd
Central Dr
E Farm To Market Road 2410
Lake Rd
S
AnnBlvd
NRoyReynoldsDr
Stonetree D
r
CunninghamRd
NWSYoungDr
NolaRuthBlvd
Mountain Lion Rd
N10thSt
W Jasper Dr
NFortHoodSt
Farm
To
M
arketRoad
440
N
C
entral Texas Expy
W
Terminal Ave
ClearCreekRd
Sthy195
Sthy195
Ushy 190
Tank Destroyer Blvd
FIGURE 2-2
CITY OF KILLEEN
SERVICE POPULATION
BY CENSUS TRACT
Job No.: KIL11275
Location: H:W_WW_PLANNINGDELIVERABLESH:W_WW_PLANNINGDELIVERABLES11-Final_W_WW_Report(Figure-2-2)-Population_Census_Tract.mxd
Updated: October 16, 2012
0 3,200 6,400
SCALE IN FEET
I
LEGEND
Census Tract
Lake
Stream
Road
Parcel
City Limits
ETJ
2012 Population = 131,474

City of Killeen
3-1
3.0 WATER DEMANDS
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 late
afternoon. Flow rates most important to the hydraulic design and operation of a water treatment plant
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.
3.1 HISTORICAL WATER DEMANDS
Reviewing historical water demands provides insight into selecting design criteria used to project future
water demands. Historical monthly water usage records were analyzed from 2000 through 2011. The
City provided recent water usage data consisting of monthly production and maximum day
consumption. Historical annual average day demand, maximum day to average day peaking factors, and
per-capita consumption are summarized in Table 3-1. The historical water usage shows that the City of
Killeen has a relatively low average per-capita consumption and maximum day demand peaking factor
compared to other cities in the area. This is likely due to lower irrigation demands caused by a higher
percentage of multi-family homes and lower percentage of homes with automatic sprinkler systems.

City of Killeen
3-2
Table 3-1: Historical Water Usage
Year Population
Average Day
Demand (mgd)
Average Per-
capita (gpcd)
Maximum Day
Demand (mgd)
MD:AD
Peaking
Factor
2000 86,911 10.56 122 18.26 1.73
2001 89,858 11.41 127 18.80 1.65
2002 93,587 12.09 129 19.84 1.64
2003 100,911 12.28 122 21.12 1.72
2004 102,461 10.86 106 16.75 1.54
2005 104,032 12.10 116 21.17 1.75
2006 105,604 13.06 124 - -
2007 112,434 11.96 106 - -
2008 116,934 15.02 128 - -
2009 119,510 14.13 118 - -
2010 127,921 13.87 108 23.17 1.67
2011 128,967 16.19 126 24.97 1.54
Average 119 1.67
Note: Maximum Day Demand data was not available from 2006 through 2009 due to meter accuracy.
Water Demand data from 2000 through 2004 was acquired from the 2007 Water and Wastewater
Master Plan.
3.2 PROJECTED WATER DEMANDS
Water demands were projected for 2012, 2017, 2022, and 2032 conditions. The evaluation of historical
data provided a basis for determining the design criteria used to project water demands. Average day
per capita water usage ranged from 106 gpcd to 129 gpcd, with an average of 119 gpcd over the last 11
years. Based on the review of this data and the need to plan for low rainfall (dry) years with minimal
water restrictions, FNI recommends using an average day demand of 130 gpcd. In selecting a peaking
factor to project maximum day demands, FNI reviewed historical peaking factors and the years in which
those peaking factors occurred, as just using the highest values for per-capitas and peaking factors may
not be representative. Historical water usage data indicated the maximum day to average day peaking
factor ranged from 1.54 to 1.75 over the last 11 years; however, data prior to 2010 may be inaccurate
due to water meter accuracy issues. In 2010, the City installed new meters at the pump stations, so
water is being measured more accurately. The peaking factors for the last two years ranged from 1.54
to 1.67; therefore, a peaking factor of 1.65 was selected for future year demands given the data from
the past two years. Hourly SCADA data was reviewed to determine a peak hour to maximum day
peaking factor. The maximum hourly peaking factors were generally between 1.5 and 1.8, so a peak

City of Killeen
3-3
hour to maximum day peaking factor of 1.7 was selected to project future peak hour demands. Figure
3-1 illustrates the historical and projected water demands for the City of Killeen.
Figure 3-1: Historical and Projected Water Demands
The populations by census tract, shown on Figure 2-2, were overlaid with pressure plane boundaries and
used to distribute water demands by pressure plane throughout the City. The projected population and
water demands are summarized by pressure plane for each planning period in Tables 3-2 through 3-5. It
should be noted that the existing Douglas Mountain Pressure Plane will be incorporated into the Upper
Pressure Plane with the construction of a new water transmission line and the decommissioning of the
Douglas Mountain Ground Storage Tanks (Project 2W).
17.09 18.19 19.67
23.38
28.20
30.01
32.46
38.57
47.94
51.02
55.18
65.57
0
10
20
30
40
50
60
70
1995 2000 2005 2010 2015 2020 2025 2030 2035
WaterDemand(mgd)
Year
Average Day Maximum Day Peak Hour
ProjectedHistorical

City of Killeen
3-4
Table 3-2: 2012 Water Demand Projections by Pressure Plane
Pressure
Plane Population
Average
Per-capita
(gpcd)
Average
Day
Demand
(mgd)
MD:AD
Peaking
Factor
Maximum
Day
Demand
(mgd)
PH:MD
Peaking
Factor
Peak Hour
Demand
(mgd)
Lower 67,162 130 8.73 1.65 14.41 1.7 24.49
Middle 5,584 130 0.73 1.65 1.20 1.7 2.04
Upper 48,668 130 6.33 1.65 10.44 1.7 17.75
Douglas Mt* 4,023 130 0.52 1.65 0.86 1.7 1.47
Airport 6,037 130 0.78 1.65 1.29 1.7 2.20
2012 Total 131,474 17.09 28.20 47.95
*Project 2W will result in the Douglas Mountain Pressure Plane being incorporated into the Upper
Pressure Plane before 2017.
Pressure
Plane Population
Average
Per-capita
(gpcd)
Average
Day
Demand
(mgd)
MD:AD
Peaking
Factor
Maximum
Day
Demand
(mgd)
PH:MD
Peaking
Factor
Peak Hour
Demand
(mgd)
Lower 72,463 130 9.42 1.65 15.54 1.7 26.42
Middle 5,736 130 0.75 1.65 1.23 1.7 2.09
Upper 54,508 130 7.09 1.65 11.69 1.7 19.88
Airport 7,212 130 0.94 1.65 1.55 1.7 2.63
2017 Total 139,919 130 18.20 1.65 30.01 1.7 51.02
Pressure
Plane Population
Average
Per-capita
(gpcd)
Average
Day
Demand
(mgd)
MD:AD
Peaking
Factor
Maximum
Day
Demand
(mgd)
PH:MD
Peaking
Factor
Peak Hour
Demand
(mgd)
Lower 78,612 130 10.22 1.65 16.86 1.7 28.67
Middle 5,907 130 0.77 1.65 1.27 1.7 2.15
Upper 59,057 130 7.68 1.65 12.67 1.7 21.54
Airport 7,754 130 1.01 1.65 1.66 1.7 2.83
2022 Total 151,330 130 19.68 1.65 32.46 1.7 55.19

City of Killeen
3-5
Pressure
Plane Population
Average
Per-capita
(gpcd)
Average
Day
Demand
(mgd)
MD:AD
Peaking
Factor
Maximum
Day
Demand
(mgd)
PH:MD
Peaking
Factor
Peak Hour
Demand
(mgd)
Lower 93,867 130 12.20 1.65 20.13 1.7 34.23
Middle 6,040 130 0.79 1.65 1.30 1.7 2.20
Upper 69,749 130 9.07 1.65 14.96 1.7 25.43
Airport 10,169 130 1.32 1.65 2.18 1.7 3.71
2032 Total 179,825 130 23.38 1.65 38.57 1.7 65.57

City of Killeen
4-1
4.0 DESCRIPTION OF THE EXISTING WATER SYSTEM
The City of Killeen’s water distribution system consists of a network of water lines, four water supply
delivery points with associated ground storage tanks and pump stations, two booster pump stations,
five elevated storage tanks, four ground storage tanks acting as elevated storage, and one pressure
reducing valve. Figure 4-1 shows the existing water distribution system for the City of Killeen.
4.1 PRESSURE PLANES
The distribution system is separated into five pressure planes: Lower, Middle, Upper, Douglas Mountain
and Airport. The Lower Pressure Plane consists of the northern and eastern portions of the City and is
the largest pressure plane, accounting for approximately 51% of the City’s total water usage. Ground
elevations generally range from 715 feet to 910 feet. The Lower Pressure Plane operates at a static
hydraulic gradient of 1,000 feet. The Middle Pressure Plane is a relatively small area between the Upper
and Lower Pressure Planes that is supplied by a pressure reducing valve from the Upper Pressure Plane.
Ground elevations range from 845 feet to 920 feet and are slightly too high to be served from the Lower
and slightly too low to be served from the Upper. The Upper Pressure Plane is the City’s second largest
plane and generally consists of the western portion of the City. Ground elevations range from 860 feet
to 1,025 feet. The Upper Pressure Plane is operated at a static hydraulic gradient of 1,125 feet. The
Douglas Mountain Pressure Plane is an area in the southern portion of the City that was previously
served by West Bell County Water Supply Corporation. Killeen incorporated the existing facilities in the
area into the distribution system and currently supplies water to the area through the Upper Pressure
Plane. The overflow elevation of the Douglas Mountain tanks is 1,099 feet. The Airport Pressure Plane
includes the area in the southwestern portion of the City with higher ground elevations ranging from
950 feet to 1,035 feet. A static hydraulic gradient of 1,164.5 feet is established by one elevated storage
tank. A schematic profile of the existing water distribution system showing elevations and connectivity
is presented on Figure 4-2.

UT
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1.0 MG Airport
Elevated Storage Tank
Overflow Elev.: 1,164 ft
(2) 1.5 MG McMillan
Ground Storage Tanks
Airport Pump Station
(2) 1,050 GPM Pumps
Pump Station # 4
(4) 2,550 GPM Pumps
1.5 MG Ground Storage Tank
Pump Station # 2
(3) 1,200 GPM Pumps
Pump Station # 6
(3) 3,500 GPM Pumps
BCWCID # 1
(3) 5.0 MG Ground Storage Tanks
0.25 MG Park Street
1.5 MG Bundrant
Pump Station # 5
(3) 2,100 GPM Pumps
Pump Station # 3
(4) 2,450 GPM Pumps
1.0 MG Rodeo
2.5 MG Southeast
0.63 MG Douglas Mountain
16"
20"
12"
24"
30"
18"
12"
12"
12"
12"
12"
20"
12"
20"
24"
20"
12"
16"
12"
12"
12"
30"
12" 12"
16"
12"
12"
16"
12"
12"
12"
12"
12"
12"
12"
20"
12"
20"
12"
24"
16"
12"
12"
12"
12"
16"
12"
12"
12"
12"
20"
20"
24"
12"
12"
12"
20"
12"
12" 12"
12"
12"
12"
24"
12"
12"
12"
12"
16"
16"
18"
12"
12"
12"
30"
12"
12"
12"
12"
16"
20"
20"
16"
16"
12"
12"
12"
24"
12"
20"
16"
12"
24"
20"
12"
12"
16"
12"
12"
12"
16"
12"
16"
12"
16"
12"
12"
12"
12"
12"
20"
20"
16"
12"
16"
12"
24"
16"
30"
16"
16"
12"
12"
12"
12"
12"
12"
16"
20"
12"
16"
12"
12"
20"
12"
20"
12"
12"
12"
16"
20"
16"
12"
16"
12"
12"
16"
12"
12"
24"
16"
20"
16"
12"
16"
12"
12"
12"
12"
12"
12" 12"
16"
16"
16"
12"
12"
12"
20"
12"
24"
12"
12"
16"
24"
12"
20"
12"
12"
20"
16"
12"
16"
12"
20"
20"
12"
12"
16"
12"
12"
12"
12"
12"
12"
12"
20"
12"
12"
12"
12"
12"
20"
30"
12"
12"
16"
20"
12"
16"
12"
16"
20"
12"
12"
12"
16"
12"
12"
20"
12"
12"
12"
16"
12"
12"
12"
16"
16"
12"
12"
12"
24"
12"
20"
16"
12"
12"
12"
16"
16"
12"
12"
16"
12"
12"
30"
12"
20"
16"
16"
12"
24"
16"
12"
16"
16"
16"
12"
12"
12"
16"
12"
12"
16"
12"
20"
12"
16"
12"
20"
20"
12"
16"
16"
12"
12"
12"
12"
12"
24"
12"
12"
12"
12"
12"
12"
12"
16"
12"
20"
20"
16"
12"
12"
16"
16"
12"
12"
12"
24"
12"
12"
16"
12"
16"
16"
12"
12"
12"
16"
12"
12"
12"
12"
12"
12"
12"
16"
12"
12"
16"
20"
12"
12"
12"
20"
12"
12"
20"
12"
12"
12"
16"
12"
16"
20"
6"
2"
8"
1"
4"
3"
10"
16"
Unknown
8"
8"
8"
6"
8"
6"
10"
8"
6"
6"
6"
6"
8"
8"
8"
6"
8"
6"
1"
6"
6"
6"
8"
6"
6"
6"
6"
6"
6"
1"
6"
6"
6"
8"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
8"
6"
6"
8"
6"
6"
8"
6"
1"
8"
8"
8"
1"
6"
6"
6"
8"
6"
8"
8"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
8"
6"
6"
8"
6"
8"
6"
8"
4"
6"
8"
6"
6"
6"
6"
8"
6"
6"
8"
8"
3"
8"
8"
8"
6"
8"
6"
6"
6"
6"
8"
6"
8"
8"
6"
1"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
8"
6"
8"
6"
6"
6"
6"
6"
6"
2"
6"
8"
8"
6"
1"
6"
6"
6"
6"
6"
8"
2"
8"
6"
4"
6"
6"
6"
8"
6"
8"
8"
8"
8"
8"
6"
6"
8"
2"
6"
8"
2"
6"
6"
6"
8"
6"
6"
8"
8"
8"
8"
6"
6"
6"
8"
8"
6"
8"
8"
6"
6"
6"
8"
8"
6"
6"
8"
6"
8"
6"
8"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
8"
2"
8"
1"
6"
6"
8"
8"
8"
8"
6"
6"
8"
8"
6"
6"
6"
6"
8"
1"
6"
6"
6"
6"
2"
1"
6"
6"
6"
8"
6"
6"
6"
8"
6"
6"
8"
6"
8"
6"
6"
6"
6"
6"
6"
1"
6"
6"
4"
2"
8"
2"
6"
8"
6"
8"
6"
8"
8"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
6"
6"
8"
6"
8"
8"
8"
6"
8"
8"
8"
6"
6"
4"
6"
8"
8"
6"
8"
8"
6"
6"
6"
6"
6"
8"
6"
8"
8"
8"
8"
8"
6"
6"
8"
8"
6"
6"
8"
8"
6"
6"
8"
8"
6"
6"
1"
6"
8"
6"
6"
3"
6"
6"
8"
6"
8"
8"
6"
6"
6"
6"
6"
8"
6"
8"
6"
8"
1"
6"
8"
6"
8"
6"
8"
6"
8"
8"
6"
8"
8"
8"
6"
2"
8"
6"
6"
6"
6"
8"
6"
8"
6"
8"
6"
8"
6"
8"
8"
6"
8"
6"
6"
2"
6"
6"
6"
6"
8"
8"
3"
6"
8"
6"
6"
2"
6"
8"
6"
6"
6"
6"
8"
8"
6"
6"
6"
6"
6"
8"
8"
8"
8"
6"
6"
8"
8"
6"
2"
6"
8"
6"
8"
8"
8"8"
8"
6"
6"
8"
8"
6"
8"
6"
8"
8"
8"
8"
6"
8"
6"
8"
6"
6"
8"
3"
6"
6"
8"
2"
8"
8"
6"
8"
6"
6"
6"
6"
1"
8"
8"
4"
8"
8"
8"
6"
8"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
8"
6"
2"
3"
6"
8"
8"
6"
8"
8"
3"
8"
6"
8"
6"
8"
8"
6"
8"
6"
6"
8"
8"
6"
6"
6"
8"
8"
6"
8"
2"
6"
6"
8"
6"
6"
6"
6"
6"
3"
2"
6"
1"
6"
1"
6"
8"
8"
8"
1"
8"
6"
1"
8"
8"
6"
1"
6"
6"
8"
6"
6"
8"
6"
6"
6"
6"
6"
6"
1"
6"
6"
8"
6"
8"
6"
6"
6"
6"
8"
8"
6"
8"
6"
8"
6"
1"
8"
8"
6"
8"
6"
2"
6"
6"
8"
6"
6"
6"
8"
1"
6"
6"
6"
6"
3"
6"
6"
6"
6"
8"
8"
8"
6"
8"
6"
8"
8"
6"
6"
10"
6"
4"
6"
Unknown
8"
8"
6"
6"
6"
8"
8"
6"
6"
6"
6"
6"
2"
6"
8"
6"
6"
8"
6"
6"
6"
6"
8"
6"
8"
8"
1"
6"
6"
6"
6"
6"
8"
6"
6"
2"
8"
6"
8"
8"
8"
6"
6"
6"
6"
8"
6"
6"
8"
8"
8"
8"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
3"
8"
8"
6"
8"
8"
8"
8"
6"
6"
6"
3"
6"
8"
6"
8"
8"
8"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
8"
6"
4"
6"
6"
6"
6"
10"
8"
8"
6"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
1"
6"
3"
6"
2"
2"
8"
6"
6"
6"
6"
6"
4"
8"
6"
6"
6"
6"
6"
6"
8"
6"
6"
8"
8"
6"
6"
8"
6"
6"
6"
6"
3"
8"
8"
8"
8"
6"
6"
6"
6"
6"
8"
6"
6"
8"
6"
8"
6"
6"
8"
6"
6"
6"
6"
6"
8"
8"
8"
6"
6"
6"
2"
6"
6"
8"
8"
8"
6"
6"
6"
8"
6"
6"
6"
6"
6"
8"
8"
6"
6"
8"
6"
6"
6"
8"
6"
6"
8"
6"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
8"
6"
8"
6"
6"
6"
6"
6"
8"
8"
6"
6"
8"
6"
8"
8"
6"
8"
6"
6"
8"
8"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
1"
3"
6"
8"
3"
6"
6"
8"
8"
6"
8"
4"
6"
6"
8"
6"
8"
6"
6"
1"
6"
8"
8"
8"
4"
8"
6"
4"
6"
6"
6"
6"
8"
6"
8"
6"
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8"
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6"
6"
6"
6"
6"
6"
8"
6"
6"
8"
6"
8"
2"
8"
8"
6"
8"
6"
8"
6"
6"
8"
6"
6"
6"
6"
6"
8"
8"
6"
6"
8"
1"
6"
6"
1"
6"
8"
3"
6"
8"
8"
6"
6"
8"
8"
8"
6"
6"
2"
8"
8" 6"
6"
8"
8"
1"
8"
6"
6"
8"
8"
8"
6"
6"
6"
6"
6"
8"
6"
6"
8"
6"
8"
6"
6"
6"
6"
6"
2"
6"
8"
6"
6"
8"
8"
8"
6"
6"
8"
8"
6"
8"
6"
8"
8"
6"
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6"
8"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
6"
2"
6"
1"
8"
8"
8"
8"
6"
8"
6"
8"
6"
6"
8"
8"
2"
8"
8"
2"
6"
6"
8"
8"
6"
6"
6"
6"
8"
6"
6"
8"
6"
8"
2"
6"
6"
6"
6"
6"
1"
6"
6"
8"
8"
2"
6"
8"
8"
8"
6"
6"
1"
1"
8"
6"
6"
8"
6"
8"
6"
8"
8"
6"
6"
2"
6"
6"
8"
8"
6"
6"
8"
6"
6"
8"
2"
8"
6"
6"
6"
8"
3"
6"
6"
6"
8"
6"
6"
8"
6"
8"
8"
8"
8"
8"
6"
8"
2"
6"
8"
8"
6"
6"
8"
4"
6"
8"
6"
8"
6"
6"
8"
6"
6"
6"
8"
6"
8"
6"
8"
8"
6"
6"
8"
6"
8"
6"
8"
8"
8"
8"
6"
1"
8"
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
8"
6"
8"
8"
6"
8"
6"
8"
6"
6"
8"
6"
2"
6"
6"
8"
8"
1"
8"
8"
8"
2"
8"
6"
6"
8"
8"
6"
6"
6"
8"
6"
8"
8"
6"
8"
3"
6"
8"
6"
1"
6"
2"
6"
6"
6"
6"
8"
8"
2"
6"
8"
8"
8"
6"
8"
8"
8"
6"
6"
3"
8"
6"
8"
8"
8"
6"
6"
8"
6"
8"
6"
10"
6"
8"
8"
8"
6"
8"
8"
6"
8"
8"
8"
6"
8"
6"
8"
8"
6"
6"
8"
8"
6"
6"
8"
8"
6"
6"
6"
6"
6"
8"
8"
8"
4"
8"
6"
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6"
8"
8"
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8"
6"
8"
8"
8"
6"
1"
6"
6"
6"
6"
2"
8"
8"
6"
1"
6"
6"
8"
8"
6"
1"
8"
4"
6"
8"
6"
6"
6"
6"
8"
8"
6"
8"
6"
6"
10"
8"
8"
8"
6"
6"
8"
6"
8"
6"
6"
6"
8"
8"
6"
8"
8"
8"
6"
8"
8"
8"
8"
8"
8"
6"
8"
8"
8"
6"
6"
8"
8"
6"
8"
8"
6"
6"
6"
6"
8"
8"
8"
6"
2"
2"
10"
6"
8"
6"
6"
6"
6"
2"
8"
6"
6"
6"
8"
8"
8"
6"
8"
8"
8"
6"
6"
8"
6"
6"
6"
6"
8"
6"
8"
6"
6"
6"
8"
6"
6"
8"
8"
1"
1"
8"
4"
6"
6"
8"
6"
8"
6"
6"
1"
8"
6"
6"
8"
6"
4"
8"
8"
6"
6"
2"
6"
6"
8"
8"
6"
6"
3"
6"
8"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
8"
6"
8"
6"
6"
6"
8"
1"
8"
6"
6"
8"
8"
6"
8"
8"
8"
2"
8"
6"
6"
8"
8"
8"
6"
6"
6"
6"
8"
6"
8"
6"
8"
6"
6"
8"
6"
6"
6"
6"
8"
8"
2"
6"
6"
6"
6"
6"
Ushy 190
E Rancier Ave
Sthy195
SWSYoungDr
IndianTrl
Battalion Ave
Clear Creek Rd
Tank Destroyer Blvd
HoodRd
Central Dr
S
AnnBlvd
NRoyReynoldsDr
Stonetre
e
Dr
NolaRuthBlvd
Mountain Lion Rd
S Roy Reynolds Dr
N
Central Texas Expy
W
Farm
To Market Road 2410
Terminal Ave
ClearCreekRd
Ushy 190
Tank Destroyer Blvd
TRIMMIERRD
CHAPARRAL RD
FORTHOODST
REESE CREEK RD
CLEAR CREEK RD
ROYREY
NOLDS
DR
LOWES
BLVD
SHIMLADR
RIOBLVD
MONEYPITRD
LOOP RD
G
ROVE DR
NATURAL LN
OAKALLARD
HOPE LN
BILLS
RD
SERPENTINE DR
SCARLET OAK
DR
WISTERIA LN
52NDST
CEDAR RIDGE CIR
HEREDITYLN
ROSIELN
HACKBERRY
DR
FIGURE 4-1
CITY OF KILLEEN
EXISTING WATER SYSTEM
LEGEND
(#
UT Elevated Storage Tank
UT Ground Storage Tank
[Ú Pump Station
Distribution Water Lines
Transmission Water Lines
Streets
Railroad
Stream
Lake
Killeen City Limits
Killeen ETJ
I
PRESSURE PLANES
Airport
Douglas Mountain
Lower
Middle
Upper
Created By Freese and Nichols, Inc.
Job No.: KIL11275
Location: H:W_WW_PLANNINGDELIVERABLES11-Final_W_WW_Report(Figure-4-1)-Existing_Water_System.mxd
Updated: Wednesday, October 17, 2012
0 2,200 4,400
SCALE IN FEET

Elevation (ft)
1150
1100
10351050
1025
1000
975
950950
920
910
900
860850
845
840
800
750
715
700
Highest Ground Elevation
PRESSURE
PLANE
Lowest Ground Elevation
4‐3
City of Killeen
PS2
PS5
PS3
Bell County
WCID #1 Supply
PS4PS6
.25 MG
Park Street
Bundant
SoutheastRodeo
1000
LOWER
PRESSURE PLANE
MIDDLE
PRESSURE PLANE
Pressure
Reducing
Valve
DOUGLAS
MOUNTAIN
PRESSURE PLANE
Partially
Open
Valve
UPPER
PRESSURE PLANE
1.5 MG1.5 MG
1125
McMillan
1099
Douglas Mountain
AIRPORT
PRESSURE PLANE
Airport
PS
1.0 MG
1164.5
Airport
Figure 4‐2: Existing Water SystemSchematic
LEGEND
0.6 MG0.2 MG
1.5 MG2.5 MG1.0 MG
5.0 MG5.0 MG5.0 MG1.5 MG
5.0 MG5.0 MG
2.5 MG
2.0 MG
PSPumpStation
Valve
FlowDirection
GroundStorage Tank
Volume
Volume

City of Killeen
4-4
46.3%
29.6%
11.0%
7.1%
5.6% 0.4%
4.2 WATER LINES
The City of Killeen’s distribution system consists of 617 miles of water lines. Pipeline diameters range in
size from 1-inch to 30-inches. Figure 4-3 illustrates the percentage of pipe length by diameter. The
majority of the pipes are PVC, along with asbestos cement, cast iron, and ductile iron. Figure 4-4 shows
a summary of the pipe material based on the City’s GIS data. A large portion of the water lines list
“unknown” in the material field in the GIS. Additionally, the installation date is not defined in the GIS
data. Research of as-built drawings and field investigation would be required to populate these
attributes.
Figure 4-3: Pipeline Diameter by Length Figure 4-4: Pipeline Material by Length
Figure 4-3: Pipeline Diameter by Length
Figure 4-4: Pipeline Material by Length
4.3 WHOLESALE WATER SUPPLY
The City acquires water from a wholesale water supplier to provide service to its residents. Currently,
the City exclusively purchases treated surface water from Bell County Water Control and Improvement
District #1 (BCWCID#1). The surface water that BCWCID#1 treats and then delivers to Killeen is part of
the 39,000 acre-feet/year of raw water that Killeen has secured in Lake Belton. The existing maximum
daily supply of treated water is 32.0 mgd. The City of Killeen receives the treated water at four delivery
points.
0.0%
5.0%
10.0%
15.0%
20.0%
25.0%
30.0%
35.0%
40.0%
45.0%
50.0%
1-inch
2-inch
3-inch
4-inch
5-inch
6-inch
8-inch
10-inch
12-inch
16-inch
18-inch
20-inch
24-inch
30-inch

City of Killeen
4-5
4.4 PUMP STATIONS
Pump Stations #2, #3, #5, and #6 are wholesale supply facilities. Pump Stations #2, #3, and #5 supply
the Lower Pressure Plane, while Pump Station #6 supplies the Upper Pressure Plane. The City also
operates two booster pump stations. Pump Station #4 is supplied from the Lower Pressure Plane,
primarily from Pump Station #3, and discharges into the Upper Pressure Plane with Pump Station #6.
The Airport Pump Station is supplied by the Upper Pressure Plane and is the only supply for the Airport
Pressure Plane. Table 4-1 provides a summary of the pumping facilities within Killeen’s distribution
system.
4.5 STORAGE FACILITIES
The City currently utilizes 12 ground storage tanks (GSTs) within the distribution system. Seven GSTs are
located at wholesale delivery points and provide supply to the associated pump stations. Three 5.0 MG
GSTs at Pump Station #6 are shared with Fort Hood and Copperas Cove. The Pump Station #4 facility
also includes a GST that is supplied by the Lower Pressure Plane. The remaining four GSTs are located
at higher ground elevations and provide elevated storage for the Upper and Douglas Mountain Pressure
Planes.
Additionally, five elevated storage tanks (ESTs) are located throughout the distribution system. The Park
Street EST, Bundrant EST, Rodeo EST, and Southeast EST serve the Lower Pressure Plane. The remaining
EST is located in the Airport 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.

City of Killeen
4-6
Table 4-1: Summary of Pumping Facilities
Pump Station Name
Pump
No.
Rated Capacity Rated Head
(feet) Pressure Plane(gpm) (mgd)
Pump Station #2
1 1,200 1.73 190 Lower
2 1,200 1.73 190 Lower
3 1,200 1.73 190 Lower
Total 3,600 5.19 - -
Firm 2,400 3.46 - -
Pump Station #3
1 2,450 3.53 165 Lower
2 2,450 3.53 165 Lower
3 2,450 3.53 165 Lower
4 2,450 3.53 165 Lower
Total 9,800 14.12 - -
Firm 7,350 10.59 - -
Pump Station #5
1 2,100 3.02 175 Lower
2 2,100 3.02 175 Lower
3 2,100 3.05 175 Lower
Total 6,300 9.06 - -
Firm 4,200 6.04 - -
Lower Total 20,800 29.95
Pump Station #4
1 2,550 3.67 220 Upper
2 2,550 3.67 220 Upper
3 2,550 3.67 220 Upper
4 2,550 3.67 220 Upper
Total 10,200 14.68 - -
Firm 7,650 11.01 - -
Pump Station #6
1 3,500 5.04 270 Upper
2 3,500 5.04 270 Upper
3 3,500 5.04 270 Upper
Total 10,500 15.12 - -
Firm 7,000 10.08 - -
Upper Total 19,500 28.08
1 1,050 1.51 260 Airport
2 1,050 1.51 260 Airport
Firm 1,050 1.51 - -
Airport Total 2,100 3.02
SYSTEM TOTAL 42,400 61.05

City of Killeen
4-7
Table 4-2: Existing Ground Storage Tanks
Pressure
Plane Tank Name
Capacity
(MG)
Lower Pump Station #2 GST 2.0
Lower Pump Station #3 GST #1 5.0
Lower Pump Station #3 GST #2 5.0
Lower Pump Station #5 GST 2.5
Lower Pressure Plane Total 14.5
Upper Pump Station #4 GST 1.5
Upper Pump Station #6 GST #1 5.0
Upper Pressure Plane Total 16.5
TOTAL GROUND STORAGE 31.0
Note: GSTs at Pump Station #6 are shared facilities and owned by
BCWCID #1.
Table 4-3: Existing Elevated Storage Tanks
Pressure
Plane Tank Name
Capacity
(MG)
Overflow
Elevation
(feet)
Sidewater
Depth
(feet)
Lower Park Street EST 0.25 1,000 30
Lower Bundrant EST 1.50 1,000 40
Lower Rodeo EST 1.00 1,000 35
Lower Southeast EST 2.50 1,000 45
Lower Pressure Plane Total 5.25
Upper McMillan GST #1 1.50 1,125 32
Upper McMillan GST #2 1.50 1,125 32
Upper Pressure Plane Total 3.00
Douglas Mt. Douglas Mountain GST #1 0.63 1,099 30
Douglas Mt. Douglas Mountain GST #2 0.22 1,099 30
Douglas Mountain Pressure Plane Total 0.85
Airport Airport EST 1.00 1164.5 40
TOTAL ELEVATED STORAGE 10.10

City of Killeen
5-1
5.0 WATER SYSTEM ANALYSES AND HYDRAULIC MODELING
Hydraulic analyses were conducted utilizing the water model to identify deficiencies in the City of
Killeen’s existing water distribution system and to establish a capital improvements plan to improve the
existing system and meet projected water demands through 2032. Various combinations of
improvements and system modifications were investigated to determine the most appropriate approach
for meeting projected demands. Parameters used in developing the capital improvements plan included
increasing system reliability, renewing aging infrastructure, simplifying system operations, meeting
required fire flows, and maintaining proper residual pressures.
5.1 WATER MODEL DEVELOPMENT
FNI spent a significant amount of effort on water model development and calibration, as the model is a
valuable tool to evaluate system operation and serves as the basis for determining the timing of future
improvements. The City of Killeen’s water model was developed using H2OMap Water software by
Innovyze and consists of all pipes in the distribution system. The pipes were imported into the model
from the City’s Geographic Information System (GIS). The model includes approximately 15,800 pipes,
ranging in size from 3- to 30-inches. Initial Hazen-Williams roughness coefficients for pipes were
assigned based on the pipe material and are listed in Table 5-1. Because installation year was not
available in the GIS, the roughness coefficient could not be varied by pipe age. Some roughness
coefficients were adjusted during model calibration based on model results.
Table 5-1: Initial C-value Assignments
Pipe Material C-value
Cast Iron 100
Asbestos Cement, Unknown 110
Ductile Iron, Concrete Steel 120
PVC 130
All pumping, storage, and valve facilities were manually added to the model based on as-built drawings
and information provided by the City. Demands were allocated to the model using customer billing
accounts. The active water meters in August 2011 were spatially located, and the associated
consumption was assigned to the nearest model node.
Several rounds of field pressure testing were conducted to collect data for use in model calibration.
Fifteen pressure recorders were installed throughout the Lower Pressure Plane from July 22 to August 2,

City of Killeen
5-2
2011. A second round of pressure testing was done with 15 recorders in the Upper, Middle, Airport, and
Douglas Mountain Pressure Planes from August 2 to 12, 2011. Shortly after this pressure recording
period, City staff located several closed valves along a transmission main in the Upper Pressure Plane
that should have been open. In order to calibrate to a typical operating condition, 16 pressure recorders
were installed again in the Upper Pressure Plane once the valves were opened. This testing period was
from September 12 to 19, 2011. Initial model calibration results from the August and September field
testing revealed some discrepancies in the modeled versus recorded data. After further investigation by
City staff, several valves that should be closed to isolate the Upper and Lower Pressure Planes were
found to be open. To get a better understanding of the system operation, it was decided to conduct an
additional round of pressure recording. This time, 15 pressure recorders were installed in all of the
pressure planes simultaneously from December 20 to 30, 2011. Additionally, during the third round of
pressure recording three pressure recorders were placed on the transmission line from Pump Station #3
to Pump Station #4. The data from these pressure recorders provided valuable insight into the
operation of the Pump Station #4 ground storage tank. A summary of the pressure recording data for
the December 2011 testing is shown on Figures 5-1 through 5-3. The locations of the pressure recorders
can be found on Figure 5-4.

City of Killeen
5-3
Figure 5-1: Pressure Recording Data for Lower Pressure Plane

City of Killeen
5-4
Figure 5-2: Pressure Recording Data for Upper, Middle, and Douglas Mt.

City of Killeen
5-5
Figure 5-3: Pressure Recording Data for Transmission Main to PS #4

UT
UTUT
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UT
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1.0 MG Airport
(2) 1.5 MG McMillan
(2) 1,050 GPM Pumps
Pump Station # 4
(4) 2,550 GPM Pumps
Pump Station # 2
(3) 1,200 GPM Pumps
Pump Station # 6
(3) 3,500 GPM Pumps
BCWCID # 1
0.25 MG Park Street
1.5 MG Bundrant
Pump Station # 5
(3) 2,100 GPM Pumps
Pump Station # 3
(4) 2,450 GPM Pumps
1.0 MG Rodeo
2.5 MG Southeast
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Ushy 190
E Rancier Ave
Sthy195
SWSYoungDr
IndianTrl
Battalion Ave
Clear Creek Rd
Tank Destroyer Blvd
HoodRd
Central Dr
S
AnnBlvd
NRoyReynoldsDr
Stonetre
e
Dr
NolaRuthBlvd
Mountain Lion Rd
S Roy Reynolds Dr
N
Central Texas Expy
W
Farm
To Market Road 2410
Terminal Ave
ClearCreekRd
Ushy 190
Tank Destroyer Blvd
TRIMMIERRD
CHAPARRAL RD
FORTHOODST
REESE CREEK RD
CLEAR CREEK RD
ROYREY
NOLDS
DR
LOWES
BLVD
SHIMLADR
RIOBLVD
MONEYPITRD
LOOP RD
G
ROVE DR
NATURAL LN
OAKALLARD
HOPE LN
BILLS
RD
SERPENTINE DR
SCARLET OAK
DR
WISTERIA LN
52NDST
CEDAR RIDGE CIR
HEREDITYLN
ROSIELN
HACKBERRY
DR
203435
201671
201670
201669
201667
204229
201668
203019
203436
201666
341252
341253
203271 203191
204228
FIGURE 5-4
CITY OF KILLEEN
PRESSURE TESTING LOCATIONS
LEGEND
!( Pressure Recorder Location
(#
[Ú Pump Station
Streets
Railroad
Stream
Lake
Killeen City Limits
Killeen ETJ
I
PRESSURE PLANES
Airport
Douglas Mountain
Lower
Middle
Upper
Job No.: KIL11275
Location: H:W_WW_PLANNINGDELIVERABLES11-Final_W_WW_Report(Figure-5-4)-Pressure_Testing_Locations.mxd
0 2,200 4,400
SCALE IN FEET

City of Killeen
5-7
In order 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. Calibration is an
important component of building and using a hydraulic model. Achieving a good calibration to real-
world conditions instills confidence that the model elements are reflective of the actual distribution
system infrastructure. The calibration process also identifies discrepancies in the recorded data versus
the modeled data that may require further investigation, such as closed valves that are intended to be
open and deterioration of pump performance.
The City provided SCADA data during the pressure testing periods. Hourly readings of flow, pump
status, and tank levels were recorded for all monitored points in the system. The 24-hour period
occurring on December 23, 2011, from 12:00 am to 11:00 pm was selected for calibration. Flow and
tank level data was utilized to calculate a diurnal curve by examining water going into (supply) and out
of (demand) the distribution system. A diurnal demand curve was calculated for the Lower, Upper, and
Airport Pressure Planes. Because flow is not directly measured going into the Middle Pressure Plane or
the Douglas Mountain Pressure Plane, separate diurnal curves could not be calculated for those
pressure planes and were therefore grouped with the Upper Pressure Plane. The diurnal curves were
input to the model in one hour increments and assigned to the appropriate node within each pressure
plane.
During the extended period simulation (EPS) calibration, adjustments were made to the model in order
to match the known conditions of December 23, 2011. FNI utilized EPS modeling, rather than steady-
state modeling, which is a system snapshot, to evaluate the range of pressures, the turnover of tanks,
and cycling of pumps over a 24-hour period. The City recently replaced the flow meters at several pump
stations, so a high level of confidence was placed on the flow data. Therefore, pump curves at the
Airport Pump Station and Pump Stations #2 and #5 were adjusted from the manufacturer’s curves to
achieve a better correlation to the recorded flows. This is a typical adjustment in calibration of older
pumps due to the decrease in performance over time. Additionally, the C-factor along the transmission
line to Pump Station #4 was able to be refined due to several pressure recorders being placed along the
line for a 10-day period under various flow rates, as shown on Figure 5-3. The pressure recorder data
along this transmission line also revealed that the fill valve on the Pump Station #4 GST was being
throttled to control the flow going into the tank. Previously, it was believed to be fully open all of the
time, but it was then verified by system operators that the valve is controlled remotely through SCADA.

City of Killeen
5-8
Calibration results, found in Appendix C, include graphs showing the relationship between modeled
data points versus SCADA or pressure recorder data points. The results demonstrate a good correlation
between recorded and modeled values and provide confidence in the accuracy of the model.
5.2 EXISTING WATER SYSTEM ANALYSIS
The existing distribution system was evaluated to assess current pumping and storage capacity, residual
pressures, and fire flow capacity. This analysis is performed to determine if there are any existing
system deficiencies and also to provide a baseline for the current level of service. The parameters that
were evaluated are discussed in the following sections.
Pumping and Storage Capacities
As a public water utility, the City of Killeen must comply with the rules and regulations for public water
systems set forth by the Texas Commission on Environmental Quality (TCEQ) in Chapter 290. The City is
required to meet the TCEQ elevated storage capacity requirement of 100 gallons per connection and
total storage capacity requirement of 200 gallons per connection. The City provided the number of
active connections as of January 2012. A comparison of the City’s existing storage by pressure plane to
TCEQ requirements is shown in Table 5-2. The City is currently exceeding all TCEQ requirements for
storage.
Table 5-2: Existing System TCEQ Storage Requirements
Pressure Plane
January 2012
Connections
Total Storage
(MG)
2012 Elevated Storage
(MG)
Required Existing Required Existing
Lower 26,358 - 19.75 2.64 5.25
Upper + Middle 24,290 - 19.50 2.43 3.00
Douglas Mt. 739 - 0.85 0.07 0.85
Airport 2,084 - 1.00 0.21 1.00
Total 53,471 10.69 41.10 5.35 10.10
Note: Total storage is evaluated on the whole system and not by individual pressure planes
In addition to storage requirements, the City is also required to meet the pumping capacity
requirements presented in Table 5-3. Existing pumping capacity was evaluated and is summarized in
Table 5-4. The Lower Pressure Plane is supplied through Pump Stations #2, #3, and #5. Since the
elevated storage capacity in the Lower Pressure Plane is less than 200 gallons per connection, criterion
2(b) from Table 5-3 applies to the Lower Pressure Plane for pumping capacity. The combined capacity of

City of Killeen
5-9
Pump Stations #2, #3, and #5 minus the capacity of the largest pump is 24.84 mgd, which is greater than
the minimum required capacity as shown in Table 5-4. The Upper Pressure Plane is supplied by Pump
Stations #4 and #6. The Middle Pressure Plane and the Douglas Mountain Pressure Plane are supplied
from the Upper Pressure Plane, so the pumping capacity is evaluated for all three pressure planes
combined. The combined elevated storage capacity for the three pressure planes is less than 200
gallons per connection, so criterion 2(b) also applies to the Upper, Middle, and Douglas Mountain
Pressure Planes. The combined capacity of Pump Stations #4 and #6 minus the capacity of the largest
pump is 24.77 mgd, which is greater than the minimum required capacity as shown in Table 5-4. The
Airport Pressure Plane is supplied by the Airport Pump Station. The elevated storage capacity in the
Airport Pressure Plane is greater than 200 gallons per connection, so Condition 1 in Table 5-3 is satisfied.
Therefore, the criterion of 0.6 gpm per connection of pumping capacity applies to the Airport Pressure
Plane. The capacity of the Airport Pump Station is 3.02 mgd, which is greater than the minimum
required capacity as shown in Table 5-4. All existing pumping capacities exceed the minimum TCEQ
criteria.
Table 5-3: TCEQ Service Pumping Requirements
Condition Service Pumping Capacity Requirement
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
Note: Capacity requirement from 30 TAC §290.45(b)(2)(F)
Table 5-4: Existing System TCEQ Pumping Requirements
Pressure Plane
January
2012
Connections
Gallons/Con. of
Elevated Storage Controlling Criteria
2012 Pumping Capacity
(mgd)
Required Existing
Lower 26,358 199 Peak Hour Demand 24.49 24.84
Upper + Middle
+ Douglas Mt. 25,029 154 Peak Hour Demand 21.25 24.77
Airport 2,084 480 0.6 gpm/con. 1.80 3.02
Total 53,471 47.54 50.25

City of Killeen
5-10
System Pressures
A hydraulic analysis was performed under existing demand conditions to evaluate residual pressure
throughout the distribution system. A 48-hour extended period simulation (EPS) was performed with
2012 maximum day demands. EPS modeling provides a means to evaluate the system over time to
assess response to hourly changes in demand, pump cycling, and tanks filling or draining. During a
maximum day EPS analysis, the peak hour demand is also simulated through the use of hourly peaking
factors based on the typical diurnal demand pattern. 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 residual pressures because the highest demand period typically induces
the lowest pressure due to increased headloss throughout the system. The TCEQ minimum required
pressure within a distribution system is 35 psi specifically under peak hour demand conditions; however,
the 35 psi requirement applies to all demand conditions.
A review of existing pressures throughout the system revealed three areas of low pressure. The area
near the Rodeo EST in the Lower Pressure Plane showed pressures below 35 psi under high demand
conditions. It is recommended that this area be transferred to the Upper Pressure Plane to ensure the
TCEQ minimum required residual pressure of 35 psi is maintained at all times. Secondly, the area
northeast of the Airport Pump Station, on the border of the Upper and Airport Pressure Plane boundary,
showed to experience low pressures. It is recommended that this area be transferred to the Airport
Pressure Plane. Lastly, significant portions of the Douglas Mountain Pressure Plane experience low
pressures. It is recommended that the Douglas Mountain tanks be decommissioned and the entire
pressure plane be converted to the Upper Pressure Plane. This will provide an increase of
approximately 10 psi for the area. Figure 5-5 shows the minimum pressure observed in the model
under existing demand conditions. Specific projects to implement the changes in pressure plane
boundaries are discussed in Section 6.0.
Fire Flow Capacity
To evaluate the fire suppression capabilities of the system, a fire flow analysis was conducted under
existing maximum day demand conditions. 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 node in the system with a pressure of 20 psi. Figure
5-6 shows the results of the fire flow simulation. The majority of the water system can provide at least
1,000 gpm, which is a typical residential fire flow demand. Available fire flows below 1,000 gpm are due

City of Killeen
5-11
to small diameter lines in isolated areas. Upsizing of smaller lines and looping are two methods to
improve low fire flow. Available fire flow for commercial, multi-family, and industrial land uses should
be evaluated on a case by case basis.

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UT
UTUT
UTUT
UT
UTUTUT
UTUT
UTUT
[Ú
[Ú
[Ú
[Ú
[Ú
[Ú
(#
UT
(#
UT
(#
UT
(#
UT
(#
UT
1.0 MG Airport
(2) 1.5 MG McMillan
(2) 1,050 GPM Pumps
Pump Station # 4
(4) 2,550 GPM Pumps
Pump Station # 2
(3) 1,200 GPM Pumps
Pump Station # 6
(3) 3,500 GPM Pumps
BCWCID # 1
0.25 MG Park Street
1.5 MG Bundrant
Pump Station # 5
(3) 2,100 GPM Pumps
Pump Station # 3
(4) 2,450 GPM Pumps
1.0 MG Rodeo
2.5 MG Southeast
16"
20"
12"
24"
30"
18"
12"
12"
12"
12"
12"
20"
12"
20"
24"
20"
12"
16"
12"
12"
12"
30"
12" 12"
16"
12"
12"
16"
12"
12"
12"
12"
12"
12"
12"
20"
12"
20"
12"
24"
16"
12"
12"
12"
12"
16"
12"
12"
12"
12"
20"
20"
24"
12"
12"
12"
20"
12"
12" 12"
12"
12"
12"
24"
12"
12"
12"
12"
16"
16"
18"
12"
12"
12"
30"
12"
12"
12"
12"
16"
20"
20"
16"
16"
12"
12"
12"
24"
12"
20"
16"
12"
24"
20"
12"
12"
16"
12"
12"
12"
16"
12"
16"
12"
16"
12"
12"
12"
12"
12"
20"
20"
16"
12"
16"
12"
24"
16"
30"
16"
16"
12"
12"
12"
12"
12"
12"
16"
20"
12"
16"
12"
12"
20"
12"
20"
12"
12"
12"
16"
20"
16"
12"
16"
12"
12"
16"
12"
12"
24"
16"
20"
16"
12"
16"
12"
12"
12"
12"
12"
12" 12"
16"
16"
16"
12"
12"
12"
20"
12"
24"
12"
12"
16"
24"
12"
20"
12"
12"
20"
16"
12"
16"
12"
20"
20"
12"
12"
16"
12"
12"
12"
12"
12"
12"
12"
20"
12"
12"
12"
12"
12"
20"
30"
12"
12"
16"
20"
12"
16"
12"
16"
20"
12"
12"
12"
16"
12"
12"
20"
12"
12"
12"
16"
12"
12"
12"
16"
16"
12"
12"
12"
24"
12"
20"
16"
12"
12"
12"
16"
16"
12"
12"
16"
12"
12"
30"
12"
20"
16"
16"
12"
24"
16"
12"
16"
16"
16"
12"
12"
12"
16"
12"
12"
16"
12"
20"
12"
16"
12"
20"
20"
12"
16"
16"
12"
12"
12"
12"
12"
24"
12"
12"
12"
12"
12"
12"
12"
16"
12"
20"
20"
16"
12"
12"
16"
16"
12"
12"
12"
24"
12"
12"
16"
12"
16"
16"
12"
12"
12"
16"
12"
12"
12"
12"
12"
12"
12"
16"
12"
12"
16"
20"
12"
12"
12"
20"
12"
12"
20"
12"
12"
12"
16"
12"
16"
20"
6"
2"
8"
1"
4"
3"
10"
16"
Unknown
8"
8"
8"
6"
8"
6"
10"
8"
6"
6"
6"
6"
8"
8"
8"
6"
8"
6"
1"
6"
6"
6"
8"
6"
6"
6"
6"
6"
6"
1"
6"
6"
6"
8"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
8"
6"
6"
8"
6"
6"
8"
6"
1"
8"
8"
8"
1"
6"
6"
6"
8"
6"
8"
8"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
8"
6"
6"
8"
6"
8"
6"
8"
4"
6"
8"
6"
6"
6"
6"
8"
6"
6"
8"
8"
3"
8"
8"
8"
6"
8"
6"
6"
6"
6"
8"
6"
8"
8"
6"
1"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
8"
6"
8"
6"
6"
6"
6"
6"
6"
2"
6"
8"
8"
6"
1"
6"
6"
6"
6"
6"
8"
2"
8"
6"
4"
6"
6"
6"
8"
6"
8"
8"
8"
8"
8"
6"
6"
8"
2"
6"
8"
2"
6"
6"
6"
8"
6"
6"
8"
8"
8"
8"
6"
6"
6"
8"
8"
6"
8"
8"
6"
6"
6"
8"
8"
6"
6"
8"
6"
8"
6"
8"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
8"
2"
8"
1"
6"
6"
8"
8"
8"
8"
6"
6"
8"
8"
6"
6"
6"
6"
8"
1"
6"
6"
6"
6"
2"
1"
6"
6"
6"
8"
6"
6"
6"
8"
6"
6"
8"
6"
8"
6"
6"
6"
6"
6"
6"
1"
6"
6"
4"
2"
8"
2"
6"
8"
6"
8"
6"
8"
8"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
6"
6"
8"
6"
8"
8"
8"
6"
8"
8"
8"
6"
6"
4"
6"
8"
8"
6"
8"
8"
6"
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6"
8"
6"
8"
8"
8"
8"
8"
6"
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8"
8"
6"
6"
8"
8"
6"
6"
8"
8"
6"
6"
1"
6"
8"
6"
6"
3"
6"
6"
8"
6"
8"
8"
6"
6"
6"
6"
6"
8"
6"
8"
6"
8"
1"
6"
8"
6"
8"
6"
8"
6"
8"
8"
6"
8"
8"
8"
6"
2"
8"
6"
6"
6"
6"
8"
6"
8"
6"
8"
6"
8"
6"
8"
8"
6"
8"
6"
6"
2"
6"
6"
6"
6"
8"
8"
3"
6"
8"
6"
6"
2"
6"
8"
6"
6"
6"
6"
8"
8"
6"
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6"
8"
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8"
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6"
6"
8"
8"
6"
2"
6"
8"
6"
8"
8"
8"8"
8"
6"
6"
8"
8"
6"
8"
6"
8"
8"
8"
8"
6"
8"
6"
8"
6"
6"
8"
3"
6"
6"
8"
2"
8"
8"
6"
8"
6"
6"
6"
6"
1"
8"
8"
4"
8"
8"
8"
6"
8"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
8"
6"
2"
3"
6"
8"
8"
6"
8"
8"
3"
8"
6"
8"
6"
8"
8"
6"
8"
6"
6"
8"
8"
6"
6"
6"
8"
8"
6"
8"
2"
6"
6"
8"
6"
6"
6"
6"
6"
3"
2"
6"
1"
6"
1"
6"
8"
8"
8"
1"
8"
6"
1"
8"
8"
6"
1"
6"
6"
8"
6"
6"
8"
6"
6"
6"
6"
6"
6"
1"
6"
6"
8"
6"
8"
6"
6"
6"
6"
8"
8"
6"
8"
6"
8"
6"
1"
8"
8"
6"
8"
6"
2"
6"
6"
8"
6"
6"
6"
8"
1"
6"
6"
6"
6"
3"
6"
6"
6"
6"
8"
8"
8"
6"
8"
6"
8"
8"
6"
6"
10"
6"
4"
6"
Unknown
8"
8"
6"
6"
6"
8"
8"
6"
6"
6"
6"
6"
2"
6"
8"
6"
6"
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6"
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8"
6"
8"
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1"
6"
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2"
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3"
8"
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6"
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3"
6"
8"
6"
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4"
6"
6"
6"
6"
10"
8"
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6"
6"
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8"
6"
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6"
6"
6"
6"
1"
6"
3"
6"
2"
2"
8"
6"
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6"
6"
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4"
8"
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6"
8"
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6"
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6"
6"
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3"
8"
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8"
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6"
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2"
6"
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6"
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6"
8"
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6"
6"
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6"
8"
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6"
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6"
6"
8"
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8"
6"
6"
6"
6"
6"
6"
6"
6"
1"
3"
6"
8"
3"
6"
6"
8"
8"
6"
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4"
6"
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6"
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1"
6"
8"
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4"
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2"
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6"
8"
8"
6"
6"
8"
1"
6"
6"
1"
6"
8"
3"
6"
8"
8"
6"
6"
8"
8"
8"
6"
6"
2"
8"
8" 6"
6"
8"
8"
1"
8"
6"
6"
8"
8"
8"
6"
6"
6"
6"
6"
8"
6"
6"
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2"
6"
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8"
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6"
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2"
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1"
8"
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6"
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8"
8"
2"
8"
8"
2"
6"
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8"
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8"
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8"
6"
8"
2"
6"
6"
6"
6"
6"
1"
6"
6"
8"
8"
2"
6"
8"
8"
8"
6"
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1"
1"
8"
6"
6"
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6"
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6"
8"
8"
6"
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2"
6"
6"
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2"
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6"
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3"
6"
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8"
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6"
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6"
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6"
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2"
6"
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8"
6"
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4"
6"
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6"
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6"
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6"
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6"
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6"
1"
8"
8"
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6"
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6"
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8"
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8"
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2"
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1"
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2"
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3"
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1"
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2"
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3"
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6"
10"
6"
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6"
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1"
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4"
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10"
8"
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6"
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6"
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6"
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6"
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6"
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6"
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8"
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6"
6"
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8"
6"
8"
8"
6"
6"
6"
6"
8"
8"
8"
6"
2"
2"
10"
6"
8"
6"
6"
6"
6"
2"
8"
6"
6"
6"
8"
8"
8"
6"
8"
8"
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6"
6"
8"
6"
6"
6"
6"
8"
6"
8"
6"
6"
6"
8"
6"
6"
8"
8"
1"
1"
8"
4"
6"
6"
8"
6"
8"
6"
6"
1"
8"
6"
6"
8"
6"
4"
8"
8"
6"
6"
2"
6"
6"
8"
8"
6"
6"
3"
6"
8"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
8"
6"
8"
6"
6"
6"
8"
1"
8"
6"
6"
8"
8"
6"
8"
8"
8"
2"
8"
6"
6"
8"
8"
8"
6"
6"
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6"
8"
6"
8"
6"
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6"
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8"
6"
6"
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6"
8"
8"
2"
6"
6"
6"
6"
6"
Ushy 190
E Rancier Ave
Sthy195
SWSYoungDr
IndianTrl
Battalion Ave
Clear Creek Rd
Tank Destroyer Blvd
HoodRd
Central Dr
S
AnnBlvd
NRoyReynoldsDr
Stonetre
e
Dr
NolaRuthBlvd
Mountain Lion Rd
S Roy Reynolds Dr
N
Central Texas Expy
W
Farm
To Market Road 2410
Terminal Ave
ClearCreekRd
Ushy 190
Tank Destroyer Blvd
TRIMMIERRD
CHAPARRAL RD
FORTHOODST
REESE CREEK RD
CLEAR CREEK RD
ROYREY
NOLDS
DR
LOWES
BLVD
SHIMLADR
RIOBLVD
MONEYPITRD
LOOP RD
G
ROVE DR
NATURAL LN
OAKALLARD
HOPE LN
BILLS
RD
SERPENTINE DR
SCARLET OAK
DR
WISTERIA LN
52NDST
CEDAR RIDGE CIR
HEREDITYLN
ROSIELN
HACKBERRY
DR
FIGURE 5-5
CITY OF KILLEEN
EXISTING SYSTEM MINIMUM PRESSURE
UNDER MAXIMUM DAY DEMANDS
LEGEND
Minimum Pressures
!( Under 35 psi
!( 35 - 50 psi
!( 50 - 80 psi
!( 80 - 100 psi
!( Over 100 psi
(#
[Ú Pump Station
Streets
Railroad
Stream
Lake
Killeen City Limits
Killeen ETJ
I
PRESSURE PLANES
Airport
Douglas Mountain
Lower
Middle
Upper
Job No.: KIL11275
Location: H:W_WW_PLANNINGDELIVERABLES11-Final_W_WW_Report(Figure-5-5)-Min_Pressures_2012.mxd
0 2,200 4,400
SCALE IN FEET

UT
UTUT
UTUT
UT
UTUTUT
UTUT
UTUT
[Ú
[Ú
[Ú
[Ú
[Ú
[Ú
(#
UT
(#
UT
(#
UT
(#
UT
(#
UT
1.0 MG Airport
(2) 1.5 MG McMillan
(2) 1,050 GPM Pumps
Pump Station # 4
(4) 2,550 GPM Pumps
Pump Station # 2
(3) 1,200 GPM Pumps
Pump Station # 6
(3) 3,500 GPM Pumps
BCWCID # 1
0.25 MG Park Street
1.5 MG Bundrant
Pump Station # 5
(3) 2,100 GPM Pumps
Pump Station # 3
(4) 2,450 GPM Pumps
1.0 MG Rodeo
2.5 MG Southeast
16"
20"
12"
24"
30"
18"
12"
12"
12"
12"
12"
20"
12"
20"
24"
20"
12"
16"
12"
12"
12"
30"
12" 12"
16"
12"
12"
16"
12"
12"
12"
12"
12"
12"
12"
20"
12"
20"
12"
24"
16"
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16"
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12"
20"
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24"
12"
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20"
12"
12" 12"
12"
12"
12"
24"
12"
12"
12"
12"
16"
16"
18"
12"
12"
12"
30"
12"
12"
12"
12"
16"
20"
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16"
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12"
24"
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24"
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30"
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12"
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16"
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24"
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12" 12"
16"
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16"
12"
12"
12"
20"
12"
24"
12"
12"
16"
24"
12"
20"
12"
12"
20"
16"
12"
16"
12"
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Ushy 190
E Rancier Ave
Sthy195
SWSYoungDr
IndianTrl
Battalion Ave
Clear Creek Rd
Tank Destroyer Blvd
HoodRd
Central Dr
S
AnnBlvd
NRoyReynoldsDr
Stonetre
e
Dr
NolaRuthBlvd
Mountain Lion Rd
S Roy Reynolds Dr
N
Central Texas Expy
W
Farm
To Market Road 2410
Terminal Ave
ClearCreekRd
Ushy 190
Tank Destroyer Blvd
TRIMMIERRD
CHAPARRAL RD
FORTHOODST
REESE CREEK RD
CLEAR CREEK RD
ROYREY
NOLDS
DR
LOWES
BLVD
SHIMLADR
RIOBLVD
MONEYPITRD
LOOP RD
G
ROVE DR
NATURAL LN
OAKALLARD
HOPE LN
BILLS
RD
SERPENTINE DR
SCARLET OAK
DR
WISTERIA LN
52NDST
CEDAR RIDGE CIR
HEREDITYLN
ROSIELN
HACKBERRY
DR
FIGURE 5-6
CITY OF KILLEEN
EXISTING WATER SYSTEM
AVAILABLE FIRE FLOW
UNDER MAXIMUM DAY DEMAND
LEGEND
(#
[Ú Pump Station
Streets
Railroad
Stream
Lake
Killeen City Limits
Killeen ETJ
I
AVAILABLE FIREFLOW
Less than 500 gpm
500 - 1,000 gpm
1,000 - 2,000 gpm
2,000 - 3,500 gpm
Greater than 3,500 gpm
Job No.: KIL11275
Location: H:W_WW_PLANNINGDELIVERABLES11-Final_W_WW_Report(Figure-5-6)-Available_FireFlow_2012.mxd
0 2,200 4,400
SCALE IN FEET

City of Killeen
5-14
5.3 FUTURE WATER SYSTEM ANALYSIS
Hydraulic analyses were performed on the distribution system under future demand conditions. A 48-
hour extended period simulation (EPS) was performed under maximum day demand conditions for each
planning period. In order to document system operations, graphs showing modeled pumping and tank
levels for each planning period can be found in Appendix D.
Color-coded pressure maps were prepared to illustrate the minimum residual pressure calculated at
model junctions under maximum day demands for the future system conditions. 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. Minimum pressures shown on the maps
represent the lowest value of the pressures experienced during the 48-hour simulation, usually
occurring during the peak hour demand. Fire flow contour maps were also prepared for future system
conditions to show the available fire flow throughout the distribution system. The pressure maps and
fire flow maps for 2017, 2022, and 2032 system conditions can be found in Appendix E.
Water system improvements were developed to accommodate the anticipated residential and non-
residential growth over the next 20 years. Challenges facing the water system include providing
additional supply and transmission capacity, meeting elevated storage and pumping requirements, and
providing service to areas of growth south of the existing City limits where little or no infrastructure
currently exists. Key observations and recommendations resulting from modeling and evaluation of the
distribution system are discussed in the following sections.
Water Supply Capacity
Securing future water supply is essential to support continued growth within the City. The water supply
capacity must be sufficient to replenish the water consumed daily within the service area. The
maximum day demand is expected to grow from 28 mgd to almost 39 mgd by the year 2032. The
projected demands exceed the existing water supply of 32 mgd in 2022. The existing BCWCID #1
delivery points are located in the northern portion of the City. As the City expands to the south, the
existing supply facilities will not be able to efficiently supply and support the development in the
southern portion of the service area. Therefore, it is recommended that an additional water supply
facility be constructed near Highway 195 and Chaparral Road. For this study, ground storage tanks and a
pump station with capacity for the Upper and Lower Pressure Planes are recommended and further
discussed in Section 6.0. As more information about the water supply, such as incoming hydraulic

City of Killeen
5-15
grade, is gathered, the design of the facility will need to be evaluated so that the most efficient and cost
effective facility is constructed.
Transmission Capacity
Several areas were identified as needing additional transmission capacity to convey water throughout
the distribution system. In order to utilize the full capacity of Pump Station #5, a new 20-inch
transmission line discharging from the pump station is recommended. A 20-inch line is also
recommended in the Upper Pressure Plane to convey water south and provide better connectivity to the
Douglas Mountain area. In addition, a proposed transmission line supplying the Rodeo EST provides
additional capacity to/from the tank and improves overall elevated tank operation in the Lower Pressure
Plane. New transmission lines from the proposed water supply delivery point are also required. For a
detailed description of the transmission capacity projects, see Projects 10W, 12W, 15W, 21W, 26W,
28W, 29W, and 35W in Section 6.0.
Pumping and Storage
The review of the historical water usage presented in Section 3.1 shows that the City of Killeen has
relatively low demand peaking factors, likely due to lower irrigation demands throughout the City and
transient population. The unique characteristics of Killeen’s water demands, with relatively low peaking
factors for maximum day and peak hour demand conditions, provides for atypical pumping and storage
needs. Based on the evaluation of existing and future system operations, it is recommended that the
City maintain 150 gallons/connection of elevated storage. This is above the TCEQ minimum of 100
gallons/connection, which allows for more reliability during emergency situations. However, the
recommendation of 150 gallons/connection is below the threshold of 200 gallons/connection that TCEQ
stipulates for reducing the pumping capacity requirement. If 200 gallons/connection of elevated storage
is not provided, then the pumping capacity requirement is the lesser of: 2.0 gpm/connection or peak
hour demands with largest pump out of service. For Killeen, the lesser amount is the peak hour
demand, which is a very high requirement for pumping capacity given that a significant portion of the
peak hour demands are met through elevated storage volume. It should be noted that Killeen has an
existing TCEQ waiver regarding the minimum water supply requirement. The waiver reduces the
requirement from 0.6 gpm/connection to 0.39 gpm/connection. It may be beneficial to the City to
acquire a similar waiver for the minimum pumping requirement in order to avoid having excessive
pumping capacity in the future.

City of Killeen
5-16
New Development
As new development occurs within Killeen’s water service area, new water lines are needed to extend
service to areas that are not currently served. It is recommended that a minimum of 12-inch lines be
installed creating one-mile gridding where possible. It is also recommended to minimize dead-end lines
to avoid water quality issues and excessive flushing. The area within Killeen’s ETJ, south of the City
limits, will require significant infrastructure to provide water service. This area is anticipated to develop
beyond the 10-year time period, and the required projects will be dictated by where and when
development occurs. Specific projects to provide new water service are discussed in Section 6.0.
Water Line Rehabilitation/Replacement
Asset management is defined as a process for maintaining a desired level of customer service at the best
appropriate cost. Just as rehabilitation and upgrades are required for a multi-million dollar building over
time, a utility must also invest in water and wastewater system renewal instead of running assets to
failure, which can be very costly. As water distribution systems age, utilities are faced with the need to
rehabilitate water mains to minimize leaks, pipe breaks, and loss of capacity from tuberculation.
Maintaining existing infrastructure is a component of asset management that is meant to promote long-
term sustainability of the water system. Due to the competing interests of growth-related
improvements and maintenance of existing infrastructure, an analysis was conducted to identify water
lines to be replaced or rehabilitated so that specific projects could be developed and included in the CIP.
This integrated CIP will account for improvements needed to support new development as well as
improvements to lines that serve existing customers. Replacing or rehabilitating aging water lines can
reduce the number of breaks, as well as increase available fire flow and improve water quality in the
area.
Data showing the locations of pavement repair due to water line breaks was used to identify pipe
replacement candidates due to a high occurrence of failures. Pipeline material and diameter were also
used to determine replacement projects. Water lines made of cast iron were identified for replacement
due to the known issues associated with the aging of this material. Unlined cast-iron pipes are known to
become tuberculated, which decreases the hydraulic capacity and harbors biofilms that decrease
disinfectant concentrations and may cause taste and odor problems. Additionally, smaller diameter
pipes, such as 1- or 2-inch lines, were more likely to be identified as replacement candidates so that
these lines can be replaced by new 6-inch lines and therefore increase the capacity of the system,
especially fire flow.

City of Killeen
5-17
Field inspections were not conducted in this analysis. Although technologies do exist for visually
inspecting buried infrastructure, it is typically cost prohibitive in water systems. The water line
replacement/rehabilitation projects (Projects 3W, 7W, 9W, 11W, 14W, 17W, 20W, 24W, 30W, 34W,
37W) are discussed in further detail in Section 6.0. It is recommended that the system be re-evaluated
in the future with more up-to-date information to identify specific pipe replacement/rehabilitation
candidates beyond the 10-year timeframe; therefore, projects beyond 2024 are budget placeholders
that should be updated when necessary.

City of Killeen
6-1
6.0 WATER SYSTEM CAPITAL IMPROVEMENTS PLAN
A capital improvements plan (CIP) was developed for the City of Killeen to ensure high quality water
service that promotes residential and commercial development. The recommended improvements will
provide the required capacity and reliability to meet projected water demands through year 2032. The
recommended projects for the water system are presented on Figure 6-1. Locations shown for new
mains and other recommended improvements were generalized for hydraulic analyses. Specific
alignments and sites will be determined as part of the design process.
Capital costs were calculated for the major water facilities and do not include individual service
connections or subdivision lines. The costs are in 2012 dollars and include an allowance for engineering,
surveying, and contingencies. The ENR construction cost index for August 2012, when the cost
estimates were prepared, was 9351. This number can be compared to a future cost index to scale the
cost estimates up or down based on the current prices for construction and materials. Table 6-1
provides the unit costs used to develop the cost estimates for each project. Table 6-2 summarizes the
costs of the water system capital improvements plan for the City of Killeen. Detailed descriptions of the
projects and associated costs are included in Appendix A.
Utilizing the hydraulic model to analyze the water distribution system, improvements were phased into
the three year planning period in which they become hydraulically necessary. It is recommended that
these projects be constructed generally in the order listed; however, development patterns may make it
necessary to construct some projects sooner or later than anticipated. The following sections list the
projects by phase and provide a description and purpose.
Table 6-1: Water Projects Unit Costs
Item Unit Cost
Water Line $6/diameter-inch/linear foot
Pavement Repair $30/linear foot

City of Killeen
6-2
Table 6-2: Water Capital Improvements Plan Summary
Phase # Water Distribution System Capital Improvement Plan Cost
1W Miscellaneous Water System Improvements 414,490$
2W 12-inch Stagecoach Road Water Line 752,640$
3W Water Line Rehabilitation Phase 1 1,567,650$
4W 8-inch Onion Road Water Line 608,030$
5W Airport Pressure Plane Looping 205,640$
6W 12-inch Mohawk Drive/Clear Creek Road Water Line 1,430,560$
8W 12-inch Trimmier Road Water Line 1,499,910$
7,711,100$
10W 20-inch Stan Schlueter/Highway 195 Water Line 1,673,280$
12W 20-inch Highway 195 Water Line 2,983,680$
13W Chaparral Pump Station and Ground Storage Tank 6,048,000$
14,716,810$
15W 20-inch Westcliff Road Water Line 987,840$
16W Airport Pump Station Rehabilitation/Expansion 1,075,200$
18W 12-inch Chaparral Road Water Line 551,580$
19W 12-inch Roy Reynolds Drive Water Line 599,970$
7,931,230$
20W Water Line Rehabilitation Phase 7 916,880$
21W 20-inch Little Nolan Road Water Line 903,170$
22W 12-inch Water Lines in the Northeast 1,814,400$
23W Highway 195 Ground Storage Tank 1,680,000$
25W Chaparral Pump Station Expansion and New Ground Storage Tank 3,763,200$
26W 20-inch Chaparral Road Water Line 1,709,570$
12,069,400$
27W 12-inch Highway 195 Water Line Loop 2,246,640$
28W 12/16-inch Water Line South of Chaparral Road 3,203,030$
29W 12/16-inch East Trimmier Road Water Line 1,916,010$
10,292,920$
31W 12-inch Looping in Upper Pressure Plane 2,332,110$
32W 12-inch Water Lines in Northeast Lower Pressure Plane 1,441,850$
33W New Lower Pressure Plane Elevated Storage Tank 3,427,200$
10,128,400$
35W 12/16-inch Water Lines South of New EST 4,161,030$
36W 12-inch Water Lines Looping Around Highway 195 4,180,380$
11,268,650$
74,118,510$
2016-2018
Grand Total
Total 2025-2027
2025-20272028-2030
Total 2031-2033
Total 2028-2030
2031-2033
Total 2013-2015
2013-2015
Total 2022-2024
2022-20242019-2021
Total 2019-2021
Total 2016-2018

UT
UTUT
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UT
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(#
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(#
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!
A
T3W
20'' (LPP)
1.0 MG Airport
(2) 1.5 MG McMillan
(2) 1,050 GPM Pumps
Rehabilitation
Capacity = 5.0 MGD
Pump Station # 4
(4) 2,550 GPM Pumps
Pump Station # 2
(3) 1,200 GPM Pumps
Pump Station # 6
(3) 3,500 GPM Pumps
BCWCID # 1
0.25 MG Park Street
Decommission
1.5 MG Bundrant
Pump Station # 5
(3) 2,100 GPM Pumps
Pump Station # 3
(4) 2,450 GPM Pumps
1.0 MG Rodeo
2.5 MG Southeast
Decommission
Proposed UPP 1.5 MG
Ground Storage Tank
Proposed Chaparral Pump Station
UPP Capacity = 6.0 MGD
LPP Capacity = 4.0 MGD
Proposed LPP 1.0 MG
T29W
T29W
T29W
T35W
T35W
T35W
T35W
T35W
T35W
T28W
T33W
T28W T28W
T28W
T26W
T28W
T31W
T31W
T31W
T27W
T27W
T27W
T36W
T36W
T25W
T2W
T23W
T34W
T36W
T36W
T10W
T4W
T21W
T32W
T32W
T32W
T22W
T1W
T1W
T6W
T6W
T5W
T1W
T26W
T2W
T33W
T16W
T1W
T3W
T7W
T20W
T14W
T1W
T8W
T8W
T9W
T11W
T12W
T12W
T13W
T15W
T17W
T18W
T19W
T22W
T22W
T24W
20'' (LPP)
12'' (UPP)
12'' (UPP)
12''
8''
12''
12''
8''
12''
12''
12''
8''
12''
8''
8''
8''
8''
12''
12''
12''
20''
6''
8''
20''
20''
20''
20''
20''
12''
6''
12''
20''
20''
12''
12''
12''
12''
12''
12''
12''
16''
12''
16''(LPP)
12''
12''
12''
12''
12''
12''
12''
16''
12''
12''
16''
12''
12''
12''
12''
16''
16"
20"
12"
24"
30"
18"
12"
12"
16"
12"
12"
12"
12"
12"
12"
12"
16"
12"
16"
12"
12"
16"
12"
12"
12"
12"
16"
12"
12"
12"
12"
20"
12"
20"
12"
16"
12"
12"
12"
12"
12"
12"
20"
16"16"
16"
20"
12"
16"
20"
12"
20"
12"
12"
16"
12"
12"
12"
16"
16"
12"
12"
12"
24"
16"
16"
16"
12"
12"
12"
12"
24"
12"
24"
20"
12"
20"
16"
12"
16"
12"
12"
12"
12"
16"
20"
20"
16"
12"
24"
12"
12"
12"
20"
20"
20"
16"
12"
18"
16"
12"
12"
12"
16"
20"
12"
20"
12"
12"
20"
12"
12"
16"
12"
16"
12"
12"
12"
16"
12"
12"
16"
12"
16"
12"
12"
12"
12"
12"
20"
12"
16"
12"
12"
12"
16"
30"
16"
16"
16"
12"
16"
12"
12"
12"
12"
12"
24"
20"
12"
12"
12"
12"
12"
20"
12"
20"
12"
12"
16"
16"
12"
16"
12"
12"
12"
12"
16"
12"
20"
20"
12"
24"
12"
12"
12"
20"
20"
12"
12"
12"
12"
12"
12"
12"
12"
16"
12"
12"
12"
12"
20"
12"
16"
16"
20"
20"
16"
12"
12"
12"
12" 16"
16"
20"
16"
16"
12"
12"
16"
6"
2"
8"
1"
4"
3"
10"
Unknown
6"
6"
8"
8"
8"
8"
6"
8"
6"
8"
6"6"
6"
6"
8"
6"
6"
6"
8"
6"
6"
8"
8"
6"
6"
8"
2"
6"
8"
2"
8"
8"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
8"
6"
8"
2"
8"
8"
6"
6"
6"
8"
6"
8"
6"
6"
8"
6"
6"
6"
1"
6"
6"
6"
6"
6"
8"
8"
8"
6"
8"
6"
6"
8"
8"
6"
6"
6"
8"
6"
8"
8"
6"
6"
6"
8"
6"
6"
6"
8"
8"
8"
8"
8"
6"
6"
6"
8"
6"
8"
8"
6"
8"
8"
6"
8"
6"
6"
8"
6"
2"
2"
8"
6"
3"
6"
8"
8"
6"
6"
6"6"
6"
8"
8"
6"
1"
6"
6"
6"
6"
8"
6"
6"
8"
6"
6"
6"
6"
8"
1"
6"
6"
8"
6"
8"
8"
6"
6"
6"
6"
8"
8"
8"
6"
8"6"
8"
6"
8"
6"
8"
8"
8"
8"
6"
6"
6"
6"
6"
8"
8"
6"
8"
6"
6"
6"
6"
8"
8"
8"
6"
6"
6"
6"
8"
6"
1"
6"
6"
6"
8"
6"
6"
8"
8"
6"
8"
8"
8"
6"
6"
8"
8"
6"
8"
6"
6"
6"
8"
8"
6"
4"
6"
8"
8"
8"
8"
8"
6"
6"
6"
2"
8"
2"
8"
8"
8"
8"
6"
6"
8"
6"
8"
8"
6"
8"
6"
1"
6"
6"
6"
6"
8"
6"
6"
8"
6"
6"
6"
6"
6"
1"
8"
8"
6"
8"
8"
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
6"
1"
8"
8"
6"
6"
8"
6"
6"
1"
6"
6"
6"
4"
8"
6"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
8"
8"
8"
6"
6"
8"
6"
8"
6"
8"
6"
6"
8"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
6"
2"
6" 8"
8"
6"
6"
8"
6"
8"
8"
8"
8"
8"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
2"
6"
8"
6"
6"
8"
8"
4"
8"
8"
8"
8"
6"
6"
6"
2"
6"
6"
8"
8"
6"
6"
8"
8"
6"
6"
6"
8"
8"
6"
Unknown
8"
8"
6"
6"
6"
8"
6"
8"
8"
6"
8"
6"
6"
8"
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
8"
8"
8"
6"
6"
2"
6"
6"
8"
6"
8"
8"
8"
8"
6"
6"
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8"
8"
6"
6"
6"
6"
8"
6"
6"
6"
8"
6"
6"
1"
8"
6"
1"
8"
6"
6"
8"
8"
6"
8"
2"
6"
8"
6"
8"
6"
6"
8"
2"
6"
8"
6"
6"
4"
6"
8"
6"
1"
6"
8"
8"
6"
6"
6"
6"
8"
3"
8" 1"
8"
6"
8"
6"
6"
6"
6"
8"
6"
8"
6"
6"
6"
8"
8"
8"
6"
6"
6"
8"
4"
8"
6"
6"
8"
1"
6"
1"
6"
6"
8"
8"
6"
8"
6"
6"
8"
8"
6"
3"
8"
8"
8"
6"
10"
8"
6"
1"
8"
1"
8"
1"
6"
8"
6"
6"
6"
8"
6"
8"
6"
8"
6"
1"
4"
6"
6"
6"
6"
6"
8"
8"
6"
6"
6"
8"
6"
8"
8"
6"
6"
6"
8"
6"
8"
6"
6"
8"
8"
8"
8"
8"
6"
8"
6"
6"
2"
8"
6"
8"
6"
8"
6"
6"
6"
8"
8"
8"
6"
6"
6"
8"
6"
8"
8"
6"
6"
8"
6"
8"
4"
8"
6"
8"
6"
8"
6"
8"
8"
6"
6"
6"
6"
6"
6"
6"
8"
8"
6"
6"
8"
8"
6"
8"
8"
10"
8"
6"
8"
8"
6"
8"
8"
6"
8"
6"
6"
1"
10"
6"
6"
1"
6"
2"
2"
6"
6"
1"
8"
6"
10"
8"
6"
6"
8"
6"
6"
8"
6"
6"
8"
6"
8"
8"
6"
2"
6"
1"
8"
4"
6"
1"
6"
6"
8"
6"
6"
2"
6"
6"
6"
6"
6"
6"
8"
6"
3"
8"
6"
1"
6"
6"
6"
8"
8"
6"
6"
6"
8"
6"
6"
6"
6"
6"
8"
6"
6"
6"
2"
6"
8"
6"
8"
6"
8"
6"
6"
8"
6"
6"
6"
6"
6"
3"
8"
6"
6"
8"
8"
8"
8"
8"
6"
8"
1"
6"
6"
6"
8"
6"
6"
8"
6"
8"
6"
8"
6"
6"
6"
8"
6"
6"
8"
6"
6"
8"
6"
6"
8"
8"
6"
6"
2"
6"
6"
8"
6"
8"
6"
6"
6"
6"
6"
8"
6"
3"
6"
6"
6"
8"
8"
6"
6"
6"
6"
8"
8"
8"
2"
6"
6"
8"
6"
8"
2"
6"
6"
8"
6"
6"
2"
6"
6"
6"
6"
6"
8"
8"
6"
8"
1"
8"
3"
8"
8"
6"
6"
6"
8"
8"
6"
6"
6"
6"
8"
8"
6"
6"
6"
6"
6"
6"
8"
8"
6"
8"
6"
8"
8"
6"
8"
6"
4"
6"
8"
6"
6"
6"
6"
2"
8"
6"
6"
8"
6"
8"
6"
8"
3"
3"
6"
6"
2"
6"
6"
8"
8"
6"
6"
6"
6"
8"
6"
6"
10"
8"
6"
Sthy195
Ushy 190
E Rancier Ave
SWSYoungDr
Battalion Ave
Farm
To Market Road 2484
Clear Creek Rd
HoodRd
Tank Destroyer Blvd
Indian
Trl
Central Dr
S
AnnBlvd
Mountain Lion Rd
S Roy Reynolds
Dr
N
C
entral Texas Expy
W
Farm To Market Road
439
FarmToMarketRoad440
Terminal Ave
Sthy195
ClearCreekRd
Farm
To
M
arketRoad
440
Tank Destroyer Blvd
Ushy 190
FORTHOOD
ST
CHAPARRAL RD
REESE CREEK RD
LAU R
A
DR
MONEYPITRD
OAKALLARD
CASTLETON DR
LORNE DR
SCARLET OAK
DR
FORT
HOOD
ST
FIGURE 6-1
CITY OF KILLEEN
PROPOSED WATER SYSTEM
CAPITAL IMPROVEMENTS PLAN
LEGEND
2013 - 2015 Water Line
Distribution Water Line
Transmission Water Line
(#
UT Existing EST
UT Existing GST
[Ú Existing Pump Station
!
A
2013 - 2015 Proposed
Valve
UT
Ground Storage Tank
[Ú
Pump Station
UT
Ground Storage Tank
(#
UT 2025 - 2032 Proposed
Street
Railroad
Stream
Lake
Killeen City Limit
Killeen ETJ
0 2,800 5,600
SCALE IN FEET
I
PRESSURE PLANES
Airport
Lower
Middle
Upper
Pressure Plane Transfer
Job No.: KIL11275
Location: H:W_WW_PLANNINGDELIVERABLES11-Final_W_WW_Report(Figure-6-1)-Water_System_CIP.mxd
Updated: Monday, October 22, 2012
T30W Water Line Rehabilitation Phase 9

City of Killeen
6-4
6.1 WATER PROJECTS FROM 2013 TO 2015
Projects recommended within the first 3-year phase are the most critical to the system. These projects
resolve existing deficiencies or accommodate impending growth. A detailed description of each project
is provided below.
Project 1W: Miscellaneous Water System Improvements
This project is a collection of small improvements that will increase capacity and improve operations.
The various components of this project are:
 Connecting an existing 16-inch and 12-inch line that are currently dead-ends near the Middle
Pressure Plane boundary to the 24-inch transmission line that supplies Pump Station #4. This
connection will allow for additional water to be transferred to the pump station.
 Replacing the control valve on the inlet pipe of the Pump Station #4 ground storage tank. The
existing valve restricts flow into the tank, so it is recommended to be upsized.
 Installing control valves that can be controlled by SCADA at the elevated tanks in the Lower
Pressure Plane. The control valves will provide operational flexibility when filling and draining
the tanks.
 Upsizing the existing discharge pipe at Pump Station #3. There is a short section of 16-inch line
that is recommended to be replaced by a 30-inch line.
 Connecting existing 12-inch lines near Elms Road and Christie Drive to convert a portion of the
Lower Pressure Plane to the Upper Pressure Plane. This area showed low pressures due to
high ground elevation.
 Installing a pressure reducing valve (PRV) near Jasper Drive and Florence Road. Currently the
Middle Pressure Plane is served by a single PRV, so the new PRV will provide a secondary
supply location to the Middle Pressure Plane for redundancy.
Project 2W: 12-inch Stagecoach Road Water Line
The proposed line connects to two existing 12-inch lines and provides capacity/looping in the area. It
also allows for the decommissioning of the Douglas Mountain tanks because the area can be adequately
served by the Upper Pressure Plane.

City of Killeen
6-5
Project 3W: Water Line Rehabilitation Phase 1
This project will replace old or under-sized water lines in the area to help reduce the number of breaks,
as well as increase available fire flow and improve water quality.
Project 4W: 8-inch Onion Road Water Line
The proposed line will replace the existing 4-inch line to provide additional capacity to the area. This
line will be in the Upper Pressure Plane.
Project 5W: Airport Pressure Plane Looping
This project provides looping so that dead-end lines are minimized when a portion of the Upper
Pressure Plane is converted to the Airport Pressure Plane to increase pressures in the area.
Project 6W: 12-inch Mohawk Drive/Clear Creek Road Water Line
This project consists of a 12-inch water line in the Airport Pressure Plane that will serve a proposed
development in the area.
Project 8W: 12-inch Trimmier Road Water Line
This project will provide service to new development in the Upper Pressure Plane. A 12-inch line is
proposed along Trimmier Road between the existing 12-inch line south of Stagecoach Road and then
along Chapparal Road to Featherline Road.
Projects in the second phase generally include projects that facilitate expected growth and create
reliability within the system. A detailed description of each project in the 2016 to 2018 phase is
provided below.

City of Killeen
6-6
Project 10W: 20-inch Stan Schlueter/Highway 195 Water Line
This project consists of a 20-inch transmission line in the Upper Pressure Plane. It provides transmission
capacity to serve increased demands in the south portion of the City.
Project 12W: 20-inch Highway 195 Water Line
A 20-inch water line is recommended along Highway 195 between Stagecoach Road and Chaparral Road
connecting to a proposed future pump station. This project provides transmission capacity in the Upper
Pressure Plane from the new water supply delivery point.
Project 13W: Chaparral Pump Station and Ground Storage Tank
To accommodate increased demands and growth in the southern portion of the City, a new water
supply facility is recommended near Highway 195 and Chaparral Road. The first phase of the facility
includes a 3.0 MG GST and a 6.0 mgd firm capacity pump station supplying the Upper Pressure Plane.
An expansion of this facility to serve the Lower Pressure Plane is included in Project 25W.
The CIP projects included in the 2019 to 2021 time period continue to facilitate anticipated growth
within the service area. A detailed description of each project in this phase is provided below.
Project 15W: 20-inch Westcliff Road Water Line
The 20-inch transmission line is recommended to parallel the existing 16-inch line discharging from
Pump Station #5. This project provides additional transmission capacity from Pump Station #5 so that
the full capacity of the pump station can be utilized to supply increased demands.

City of Killeen
6-7
Project 16W: Airport Pump Station Rehabilitation/Expansion
It is recommended that the Airport Pump Station be expanded to a total capacity of 5 mgd. The existing
pumps at the Airport Pump Station are inefficient and should be replaced. Three 1,160 gpm pumps are
proposed to be installed, which would require an expansion of the existing pump station building.
Project 18W: 12-inch Chaparral Road Water Line
A 12-inch water line along Chaparral Road between Trimmier Road and the new pump station is
recommended to complete looping in the Upper Pressure Plane and provide additional capacity for new
Project 19W: 12-inch Roy Reynolds Drive Water Line
This project consists of a 12-inch water line extending south of Roy Reynolds Drive and connecting to an
existing 20-inch line near Veterans Memorial Boulevard. It provides service to new development
expected in the area.
Projects in the fourth planning period include improvements within the distribution system that provide
service to new developments as well as additional supply and storage that serve the whole system. A
detailed description of each project is provided below.
Project 21W: 20-inch Little Nolan Road Water Line
This project provides additional transmission capacity to/from the Rodeo EST, which improves elevated
tank operations in the Lower Pressure Plane.
Project 22W: 12-inch Water Lines in the Northeast
This project consists of 12-inch lines connecting to existing lines in the northeast portion of the City. It is
meant to provide additional capacity in the area to serve future development.

City of Killeen
6-8
Project 23W: Highway 195 Ground Storage Tank
In order to provide additional elevated storage in the Upper Pressure Plane, a new 1.5 MG GST is
recommended to be constructed near Highway 195 at a high enough ground elevation to allow the tank
to act as elevated storage for the Upper Pressure Plane at an overflow elevation of 1,125 feet to match
the McMillan GSTs.
Project 25W: Chaparral Pump Station Expansion and New Ground Storage Tank
It is recommended that the Chaparral Pump Station be expanded to pump a total capacity of 4.0 mgd to
the Lower Pressure Plane. A new 3.0 MG ground storage tank is also recommended at this site. This
project will provide additional pumping capacity to the Lower Pressure Plane and ground storage
capacity for the Lower and Upper Pressure Planes to meet future demands.
Project 26W: 20-inch Chaparral Road Water Line
A 20-inch transmission line is recommended for providing transmission capacity from the new pump
station to the Lower Pressure Plane. The project consists of a 20-inch line from the Chaparral Pump
Station to Featherline Road.
Projects in the 2025 to 2027 time period are primarily recommended to serve future growth. All of
these projects are located in the southern portion of the service where no water infrastructure currently
exists. Projects in this phase, and all projects recommended beyond 2025, will likely need to be re-
evaluated in the future as population projections and land use assumptions are updated. A detailed
description of each project is provided below.
Project 27W: 12-inch Highway 195 Water Line Loop
This project consists of a 12-inch water line along Highway 195, south of Chaparral Road and a 12-inch
water line looping west of Highway 195 and along Chaparral Road. It will provide service to new

City of Killeen
6-9
Project 28W: 12/16-inch Water Line South of Chaparral Road
This project provides transmission capacity to serve new development in the southern portion of the
service area. It includes a 16-inch water line extending south of Trimmier Road and 12/16-inch gridding
in the Lower Pressure Plane.
Project 29W: 12/16-inch East Trimmier Road Water Line
A 16-inch water line is recommended along East Trimmier Road, south of Chaparral Road to provide
transmission capacity in the sourthen portion of the service area. Twelve inch water lines that create
gridding south of Chaparral Road will provide distribution lines to serve new development in the area.
as well as increase available fire flow and improve water quality. The location of this project will need to
be identified in the future to determine the most appropriate place for rehabilitation/replacement.
Similar to the intent of the projects in the previous phase, projects in the 2028 to 2030 time period are
primarily recommended to serve future growth. Projects in this phase will likely need to be re-evaluated
in the future as population projections and land use assumptions are updated. A detailed description of
each project is provided below.
Project 31W: 12-inch Looping in Upper Pressure Plane
This project consists of a 12-inch water line south of Chaparral Road and east of Highway 195. It will
provide transmission capacity to serve new development in the southern portion of the service area.
Project 32W: 12-inch Water Lines in Northeast Lower Pressure Plane
This project extends service to future development in the northeastern portion of the City. A 12-inch
water line along the City Limits, east of Roy Reynolds Drive is recommended.
Project 33W: New Lower Pressure Plane Elevated Storage Tank
As demands increase in the southern portion of the Lower Pressure Plane, additional elevated storage is
needed. A new 1.0 MG elevated storage tank is recommended to be constructed with an overflow
elevation of 1,000 feet.

City of Killeen
6-10
Projects in the last phase complete the recommended improvements intended to accommodate
projected water demands over the next 25 years. A detailed description of each project is provided
below.
Project 35W: 12/16-inch Water Lines South of New EST
This project consists of 12- and 16-inch gridding in the southern portion of the Lower Pressure Plane.
These lines provide transmission capacity to serve new development in the southern portion of the
service area.
Project 36W: 12-inch Water Lines Looping Around Highway 195
This project provides transmission capacity to serve new development in the southern portion of the
service area in the Lower Pressure Plane.

City of Killeen
7-1
7.0 WASTEWATER FLOWS
Wastewater flows in a municipal collection system vary by time of day, wastewater discharge source
and weather conditions. Average daily flow is defined as the total wastewater flow over a one year
period divided by the number of days in that year. Wastewater treatment plants are typically sized in
terms of average daily flow. The collection system is sized to convey peak wastewater flows. Peak
wastewater flow is comprised of three components: the peak dry weather flow, infiltration, and inflow.
Infiltration is the seepage of groundwater into the sewer pipe and appurtenances. All infiltration is
estimated as the difference between the minimum nighttime flow during dry weather-low groundwater
periods and the minimum nighttime flow during high groundwater periods, which occur immediately
after a storm event. Inflow is the rainwater that enters the collection system, directly and indirectly,
during and immediately following a storm event. The inflow represents storm water runoff from paved
and non-paved areas from both public and private sector sources. The collection system must be able
to convey the peak flow that results from design level storm events.
7.1 HISTORICAL WASTEWATER FLOWS
FNI analyzed monthly flow data provided by the City from January 2005 through February 2012 to
determine the historical trends in system-wide average daily flow and per-capita flow. The citywide per-
capita flow rate ranged from a low of 77 gpcd in 2011 to 133 gpcd in 2004. The data before 2008 may
not be completely accurate, as an error in the Fort Hood meter accuracy was uncovered during the 2008
flow monitoring. The meter was reading lower than it should, especially during wet weather flow
events; however, this issue has since been addressed. Nearly two years of monthly flow data at each of
the two wastewater treatment plants were also provided to determine if the average day per-capita
flow was the same for both plants. From the review of the data, the average daily per-capita flows were
much higher to the North WWTP. The average flow rate to the North WWTP over the last two years was
115 gpcd, and the average flow rate to the South WWTP was 65 gpcd. Table 7-1 is a summary of the
historical wastewater flow.

City of Killeen
7-2
Table 7-1: Historical Wastewater Flows
Year Population
Average Daily Flow
(mgd)
Average Per-capita
(gpcd) Annual Rainfall (inches)
2000 86,911 9.42 108 41.05
2001 89,858 11.78 131 51.78
2002 93,587 11.2 120 32.04
2003 100,911 10.62 105 27.02
2004 102,461 13.6 133 46.20
2005 104,032 12.77 123 30.01
2006 105,604 8.47 80 31.34
2007 112,434 11.03 98 56.77
2008 116,934 10.77 92 25.83
2009 119,510 12.55 105 41.81
2010 127,921 12.99 102 35.23
2011 128,967 9.88 77 20.48
Average 109
7.2 PROJECTED WASTEWATER FLOWS
Average day wastewater flows for the 2012, 2017, 2022 and 2032 planning periods were developed by
analyzing historical average daily flow rates. Flow projections for future development were added to
the 2012 existing flows to determine the future average daily flow.
To project future average wastewater flows, FNI recommends using 125 gpcd for wastewater flow in the
North WWTP service area. The area served by the North WWTP is older and experiences a higher base
flow rate than the newer area in the southern portion of the City that flows to the South WWTP. An
average flow rate of 75 gpcd was selected for the basins contributing to the South WWTP as determined
through a review of historical data. Future average daily wastewater loads were calculated by applying
the selected per-capita loadings to the growth in population for the 2012, 2017, 2022 and 2032 planning
periods.
To determine the peak wet weather to average day peaking factor, the data from the 2010 SSES Basin
Prioritization Study was analyzed. For the 2012 wastewater flows, FNI utilized the peaking factors
developed in the 2010 SSES Basin Prioritization Study for a 4-inch, 5-year, 6-hour design storm. These
peaking factors were applied to flows associated with the existing population and remained constant for
the future year projections. Flows associated with the growth in population were peaked at 3.5. The

City of Killeen
7-3
3.5 peaking factor was selected based on a review of peaking factors from the 2010 SSES Basin
Prioritization Study for areas with newer development. Tables 7-2 through 7-5 provide a breakdown of
the population and wastewater flow by basin for each planning period.
Table 7-2: 2012 Wastewater Flows by Basin
Major Basin
Served
Population
Per Capita
(gpcd)
Average
Day Flow
(mgd)
Wet
Weather
Peaking
Factor
Peak Wet
Weather
Flow
(mgd)
North WWTP
WWTP 9,901 125 1.24 5.06 6.26
Long Branch 20,286 125 2.54 3.67 9.30
South Nolan 46,579 125 5.82 3.89 22.65
Total North 76,766 9.60 38.21
South WWTP
Trimmier Creek 22,280 75 1.67 3.97 6.63
Central 32,428 75 2.43 4.09 9.94
Total South 54,708 4.10 16.57
Total 131,474 13.70 54.78
Major Basin
Served
Population
Per Capita
(gpcd)
Average
Day Flow
(mgd)
Wet
Weather
Peaking
Factor
Peak Wet
Weather
Flow
(mgd)
North WWTP
WWTP 10,149 125 1.27 5.02 6.37
Long Branch 22,151 125 2.77 3.65 10.12
South Nolan 48,192 125 6.02 3.88 23.36
Total North 80,492 10.06 39.84
South WWTP
Trimmier Creek 23,626 75 1.77 3.94 6.98
Central 35,801 75 2.69 4.03 10.83
Total South 59,427 4.46 17.81
Total 139,919 14.52 - 57.65

City of Killeen
7-4
Major Basin
Served
Population
Per Capita
(gpcd)
Average
Day Flow
(mgd)
Wet
Weather
Peaking
Factor
Peak Wet
Weather
Flow
(mgd)
North WWTP
WWTP 10,511 125 1.31 4.97 6.53
Long Branch 23,861 125 2.98 3.64 10.86
South Nolan 51,736 125 6.47 3.81 24.60
Total North 86,108 10.76 41.99
South WWTP
Trimmier
Creek
25,137
75 1.89 3.91 7.38
Central 40,085 75 3.01 3.97 11.95
Total South 65,222 4.89 19.33
Total 151,330 15.65 - 61.32
Major Basin
Served
Population
Per Capita
(gpcd)
Average
Day Flow
(mgd)
Wet
Weather
Peaking
Factor
Peak Wet
Weather
Flow
(mgd)
North WWTP
WWTP 11,046 125 1.38 4.90 6.76
Long Branch 27,180 125 3.40 3.63 12.32
South Nolan 58,952 125 7.37 3.81 28.06
Total North 97,178 12.15 47.14
South WWTP
Trimmier Creek 42,802 75 3.21 3.74 12.02
South Trimmier
Creek
2,887
75 0.22 3.50 0.76
S.H. 195 2,000 75 0.15 3.50 0.53
Central 34,958 75 2.62 4.04 10.60
Total South 82,647 6.20 23.90
Total 179,825 18.35 - 71.04


City of Killeen

8‐1
65.6%
28.5%
1.6% 2.1% 2.3%
PVC
Clay
8.0 DESCRIPTION OF THE EXISTING WASTEWATER SYSTEM
The City of Killeen’s wastewater collection system consists of a network of gravity lines, 14 lift stations
and associated force mains, and 2 wastewater treatment plants. Figure 8‐3 shows the existing
wastewater collection system for the City of Killeen.
8.1 MAJOR BASINS
Wastewater basin boundaries are identified by determining the flow paths in the wastewater collection
system and grouping areas that have the same outfall location. Killeen’s collection system is separated
into five major wastewater basins: WWTP, Long Branch, Central, South Nolan Creek, and Trimmier
Creek. The WWTP, Long Branch, and South Nolan Creek Basins flow to the North Wastewater Treatment
Plant. The Trimmier Creek and Central Basins flow to the South WWTP.
8.2 WASTEWATER LINES
The City of Killeen’s existing wastewater system consists of 535 miles of wastewater collector mains and
interceptors. Pipeline diameters range in size from 4‐inches to 42‐inches. Figure 8‐1 illustrates the
percentage of pipe length by diameter. The majority of the pipes are PVC or clay.  Figure 8‐2 shows a
summary of the pipe  material based on the City’s GIS data.  The City has done significant research and
surveying of wastewater lines, so the GIS data includes other useful information, such as upstream and
downstream manhole ID, year of installation, and type of pipe (gravity or force main).
Figure 8‐1: Pipeline Diameter by Length Figure 8‐2: Pipeline Material by Length

Figure 8‐1: Pipeline Diameter by Length
Figure 8‐2: Pipeline Material by Length
0.0%
10.0%
20.0%
30.0%
40.0%
50.0%
60.0%
70.0%
4‐inch
6‐inch
8‐inch
10‐inch
12‐inch
15‐inch
16‐inch
18‐inch
20‐inch
21‐inch
24‐inch
27‐inch
30‐inch
36‐inch
42‐inch
Unknown

Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
ññWWTP
ññWWTP
1.0 MGD
Lift Station #21
1.0 MGD
Lift Station #26
17.3 MGD
Lift Station #6
18.7 MGD
Lift Station #1
3.9 MGD
Lift Station #8
Lift Station #9
1.0 MGD
Lift Station #27
0.45 MGD
Lift Station #22
Lift Station S.T.E. 1
20.2 MGD
Lift Station #2
0.65 MGD
Lift Station #23
2.0 MGD
Lift Station #20
2.5 MGD
Lift Station #24
Lift Station #24A
South
Wastewater Treatment Plant
North
US 190 HWY
TRIMMIERRD
CHAPARRAL RD
STAGECOACH RD
SWSYOUNGDR
LAKE RD
E ELMS RD
WESTCLIFF RD
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OLD
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W
M
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DR
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DR
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JOHN DAVID DR
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W GREEN AVE
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SALT FORK DR
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GREYFOXTRL
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ALABASTER DR
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SANTE FE
DR
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BIGPINEDR
BRIARCR OFT LN
GRASSLANDSDR
TIGER
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W AVE G
ALMA DR
ALAMO AVE
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MUIRDR
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C
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POWDER RIVER DR
NIMITZDR
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SCARLET OAK DR
W AVE A
DRACO DR
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PHOENIX DR
PALMTREE LN
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LP (FM3470)
W VEGA LN
BROOK
DR
54TH
ST
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SCHULZED
R
ORTS
DR
PRIEST DR
MALMAISON RD
ZINC DR
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LAKE
CREST DR
FAIRVIE
W
D
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DESERT WILLOW DR
LYNN
AVE
MEDINADR
LAKE INKS A
VE
BIRDCREEK DR
SPARROWRD
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THOROUGHBRE
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S
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DR
RAINFOREST LN
NPARKST
FO
SSILLN
CARTERST
WILLAMETTELN
PLAZA
DR
WILLIAM
SO
N
A
VE
PRICE DR
W GEMINI LN
PERSHING DR
ADEELDR
BLUEDUCKDR
TUMBLEWEEDDR
CRESCENT DR
E VEGA LN
SPC.LAR
A
M ORE DR
LAURENLEADR
BENJAMINDR
SOUTHSID
E
DR
SOUTHERNBELLEDR
EMILIE LN
MANGANITE DR
COLLINS AVE
TOLEDODR
CLAYMORE S T
ALI DR
N24THST
GR
EENW
OO
D
AVE
DORIS RD
MATT DR
PLAINS DR
JEFFSCOTTDR
LOISLN
FLYNNST
N52NDST
DERIK DR
MULFORDST
DODGE CITY DR
VIEW CREST
D
R
IRIS
AVE
CARDINAL
A
VE
TROTWOOD TRL
MOCKINGBIRDLN
SHAWLANDS RD
DALLASST
BUGGY RD
FLEETWOODDR
LARRYLN
RONSTAN DR
ACRONDR
SOLOMONDR
HUMMINGBIRD RD
BO
OTSDR
MONTROSE DR
BLAYNEYDR
WHIPPOORWILLRD
DURANDR
ENTERPRISE DR
LAURENMACKENZIEDR
STARFISH
DR
PERSIMM
ONDR
CHELSEADR
W VARDEMAN AVE
PURPLEMARTINRD
RIVER OAKS DR
ALAMOCITOS CREEK DR
SAEGERT RANCH RD
LONEL
Y
OAK LN
LOLLYLP
FOX
GLOVELN
EVANSST
GARY LP
MAYBERRY P ARK RD
PRESTIGELP
SAVAGEDR
LEWIS
ST
IVORYLN
E BRYCE AVE
JUDSONAVE
MIMID
R
RIMESCT
MARIGOLD
DR
S4THST
DUSTINCT
ALPINE ST
ZAYDENDR
PEBBL
E
DR
W AVE D
TEMORALP
M
ARTIN
LUTHER
KING JR BLVD (FM2410)
NATHAN
D
R
S8THST
LYDIA DR
SEVILLA
DR
HENDERSONST
CIRCLE M DR
GEMSTONEDR
BELMONTDR
EL DORADO DR
KILPATRIC
K
DR
MA
XDALERD
LYRADR
TURTL E CREEK DR
MELTONLN
E TEXAS AVE
BAUMANN DR
CHAUCER DR
HINKLE AVE
MONTAGUE COUNTY DR
MALIB
U
LN
SUELLEN LN
WESTVIEW DR
DIMPLEST
E HALLMARK AVE
GREEN MEADOW ST
WELLSST
C
ROSSTIMBER
DR
ADRIANBARNESDR
TU
RQUOISE DR
BENTTREEDR
SIERRA DR
SOUTH BR O OK DR
COUNTYRD
BONNER DR
E AUSTIN AVE
MANDALAY DR
HOLLY
OAK LN
PECAN
ST
WINKLER AVE
FLANIGANDR
CROSSDR
LAIN DR
STEVE AVE
AUTUMN VALLEY DR
BIE
L S LP
IREDELL DR
HEREFORDLN
STEPHEN
DR
CORONA DR
TYLERST
STILLWOOD DR
DAUDE AVE
ENCINO OAK WAY
ABIG
AIL
DR
RO YAL
CR
E
STDR
CASEY
DR
ENNIS
DR
A J HALL B LVD
TAYLORRENEEDR
BREMSER AVE
TRIPP TRL
MENARDDR
C
RESTR
ID
G
EDR
WILLOWSWAY
JOEDR
ED
G
EW
O
O
D
D
R
JENNIFERDR
T RA C Y
A
N
N
LN
TECOVAS SPRINGS CT
LAKE CHARLES AVE
SHEILA DR
TUDORDR
CROSSCUT
LP
CHIPS DR
KOALA DR
NICHOLAS CIR
N8THST
BEL
T L
P
LEROYCIR
TORTUGA D
R
OHIOAVE
AMBROSE
DR
AMBER
RD
SPARKST
ROBERTELEEDR
STILLFOREST DR
COUNT
RY MEADOWS LOOP
C
H
IC
O
C
T
HACKBERRY DR
PICKWICK LN
M
AID MARIAN CIR
FED
ER
A
L
ST
FOLLYDR
CHE
T
EDWARDS LP
CHUC
K
W
AG
O
N
CIR
PACK CIR
DILLON DR
COMMUNITY BLVD
GOLDEN EAGLE DR
RIO GRANDE CT
SPRING DR
BELL TOWER
RD
TRENTON AVE
NORRIS AVE
CAMP COOPER DR
WARBLERLN
STRATFORD DR
LESLIE CIR
KUM-OK LN
KEVINSHAW
DR
CHEYENNE DR
WATERBANK LN
B R ANDY LOOP
LANDRILN
MAGNUMCIR
WILMERST
KAYDENCECT
KYARADR
CRESTED BUTTE DR
SPRINGBROOK CIR
RIDGEWAYDR
OAK VISTA
CIR
TOURMALINE DR
RAVEN DR
BOYD S TUN
LP
JULIE JACQUELINE DR
PYRITEDR
GARLAND DR LYNA CT
HANADR
W FOWLER AVE
CONTINENTAL DR
HARLAN DR
MANORCT
BELLAGIO DR
GREENF
OREST CIR
CHARISSEST
LOST TRL
NEEL CT
LAUREL LN
MOHAWK DR
BRAMBLEWOODDR
REGENCYDR
WAL-MARTBLVD
SHANARAE CIR
W
PEARL AVE
SHANNONCIR
ELMSRUNCIR
PLATEAU CIR
GRAZING
CT
WEEPING OAK DR
CHAMELEONDR
ELKRIDGECT
SUMAC DR
SUNNY BEACH CT
RAMP
RAMP
S2NDST
JENNIFERDR
REESE CREEK RD
E CENTRAL TEXAS EXPRESSWAY (US HWY 190)
RAMP
PRATHER
D
R
W AVE C
RAMP
BACON RANCH RD
CUNNIN
GHAM
RD
EDGEFIELD
ST
BUNNYTRL
RAMP
HACKBERRY
DR
SFORTHOODST(SH195)
RAM
P
RAMP
E STAN SCHLUETER
LP (FM 3470)
US 190 HWY
PRIVATE
PRIVATE
RAMP
54THST
BUNNYTRL
PR
IVATE
RAMP
PRIVATE
18"
42"
36"
12"
15"
24"
21"
30"
27"
20"
12"
30"
15"
12"
12"
12"
21"
15"
12"
18"
30"
24"
30"
18"
21"
30"
15"
27"
12"
18"
42"
12"
36"
18"
15"
18"
42"
18"
30"
24"
15"
21"
15"
27"
15"
12"
12"
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21"
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18"
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30"
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30"
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36"12"
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36"
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12"
30"
12"
18"
15"
12"
36"
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36"
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42"
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30"
36"
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36"
12"
18"
12"
15"
18"
30"
27"
12"
42"
15"
18"
12"
30"
12"
18"
12"
12"
18"
12"
15"
18"
12"
30"
24"
18"
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21"
27"
27"
30"
18"
36"
18"
12"
12"
12"
12"
18"
12"
42"
12"
12"
12"
4"
10"
8"
24"
16"
6"
30"
12"
10"
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6"
8"
8"
10"
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10"
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4"
8"
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FIGURE 8-3
CITY OF KILLEEN
EXISTING WASTEWATER SYSTEM
LEGEND
ññWWTP Wastewater Treatment Plant
Vä Lift Station
Collection Sewer Line
Interceptor Sewer Line
Force Mains
Street
Railroad
Lake
Stream
Killeen City Limit
Killeen ETJ
0 2,200 4,400
SCALE IN FEET
MAJOR BASINS
Central
Long Branch
South Nolan Creek
Trimmier Creek
WWTP
Job No.: KIL11275
Location: H:W_WW_PLANNINGDELIVERABLES11-Final_W_WW_Report(Figure-8-3)-Existing_Wastewater_System.mxd
Updated: Thursday, November 01, 2012
I

City of Killeen
8-3
8.3 WASTEWATER TREATMENT PLANTS
The wastewater system is served by two wastewater treatment plants that are owned and operated by
BCWCID #1. The North WWTP is located along 38th
Street in the north central portion of the city. Killeen
and Fort Hood convey flow to this plant, which has a total treatment capacity of 21 mgd. The South
WWTP is located in the southeastern portion of the City north of Chaparral Road. The South WWTP has
a treatment capacity of 6 mgd and currently only serves Killeen.
8.4 LIFT STATIONS
Lift stations are necessary when wastewater needs to be pumped to a higher elevation where the flow
can resume flowing by gravity to the outfall of the system. Due to the varying topography, Killeen
operates 14 lift stations throughout the service area. The lift stations vary in size from small
development lift stations near the city limits to the three large lift stations in the center of the City. Lift
Stations #1, #2, and #6 pump roughly 70% of the total daily flow to the North and South WWTPs and are
crucial facilities in the wastewater system. Currently Lift Station #2 pumps flow to the South WWTP;
however, there is a diversion structure that will allow flow to bypass Lift Station #2 and flow to the
North WWTP. This provides flexibility and some degree of backup during brief times when maintenance
is needed or an unexpected failure occurs at either Lift Station #2 or the South WWTP. Table 6-1 is a list
of the lift stations in the City of Killeen along with the corresponding existing firm pumping capacity.
Table 8-1: Lift Station Capacity
Lift Station No. Firm Capacity (mgd)
1 18.72
2 20.16
6 17.28
8 3.89
20 2.02
21 1.00
22 0.45
23 0.65
24 2.52
26 1.00
27 1.00
Note: Lift Stations #9, #24A and S.T.E 1 were not evaluated due
to the small area being served and low capacity of the pumps.

City of Killeen
9-1
9.0 WASTEWATER SYSTEM ANALYSES AND HYDRAULIC MODELING
Hydraulic analyses were conducted to identify deficiencies in the City of Killeen’s existing wastewater
collection system and to establish a capital improvements plan to improve the existing system and
handle projected wastewater flows through 2032. Various combinations of improvements and
modifications were investigated to determine the most appropriate approach for conveying projected
flows. Parameters used in developing the improvements plan included increasing system reliability,
simplifying system operations, handling peak wet weather flows, maintaining proper velocities, and
reducing surcharging and sanitary sewer overflows.
9.1 WASTEWATER HYDRAULIC MODEL DEVELOPMENT
FNI built a hydraulic model of the City of Killeen’s wastewater system using H2OMap Sewer. The model
was developed to include all 10-inch and larger gravity sewer mains, key 8-inch gravity mains, lift
stations, and force mains. It is typical in wastewater models to exclude smaller gravity mains and lift
stations due to the availability of the information required in the model, such as invert elevations.
Issues with small collector lines are typically due to blockages or poor pipe condition, which would not
be identified in the model, rather than hydraulic restrictions. Therefore, the effort it would take to do
the extensive research to acquire the needed information outweighs the benefit of including all pipes.
The basis for the model construction was the City’s GIS database that included the wastewater main and
wastewater manhole features. Invert elevations, diameters, pipe material, and date constructed (where
available) attributes for major interceptors were imported from the GIS and/or added using as-built
drawings. The City also provided FNI with a geodatabase of the manhole measure down data that was
collected during the SSES study conducted by Pipeline Analysis. In locations where GIS and as-built data
were not available, contour data was used along with the Pipeline Analysis data to determine the
upstream and downstream invert elevations. If as-builts, GIS information, or measure down information
from the SSES study were not available, invert elevations were interpolated from known inverts using
either the TCEQ minimum slope requirements or by straight line interpolation if there were lines
upstream and downstream that had invert data. Wet wells and pumps at lift stations were added to the
model using as-built drawings and pump curves provided by the City.
FNI compared the average day and peak wet weather flows to the flows that were measured during the
2010 SSES Basin Prioritization Study to verify the model and imitate real world operations. The City also

City of Killeen
9-2
provided permanent flow metering data from March 20, 2012, when 4.3 inches of rain fell across the
City. The data was used to compare flows from the model to an existing storm event.
9.2 EXISTING WASTEWATER SYSTEM ANALYSIS
The existing collection system was evaluated to assess the ability of the system to adequately convey
wastewater to the WWTPs without excessively surcharging or overflowing. This analysis was performed
to determine if there are any existing system deficiencies and also to provide a baseline for the current
level of service.
The critical flow condition for analyzing a wastewater collection system is peak wet weather. For this
study, steady-state modeling was utilized, so a diurnal curve and storm hydrograph were not developed.
Instead, peaking factors, developed as part of the 2010 SSES Basin Prioritization Study, were used to
calculate the instantaneous peak wet weather associated with a 5-year, 6-hour design storm. The
peaking factors were calculated based on the flow monitoring that was conducted for the 2010 study.
Flow, depth, and velocity are important factors when analyzing the peak wet weather flow simulations.
Design criteria vary, but for this wastewater system study, it was determined that the hydraulic grade
line should not exceed three feet below the manhole rim elevation. The flow in the line divided by the
maximum capacity of the line, or q/Q, is also analyzed when looking at model results. A q/Q greater than
1.0 indicates that the wastewater main is exceeding capacity. Figure 9-1 is a color-coded map that
illustrates the surcharge state of modeled manholes, as well as the q/Q value for each wastewater main
for the existing system analysis. Overall, the collection system conveys the peak flow without overflows
under existing system conditions. However, the following areas of concerns were identified:
 Areas in the northern and western portion of the City in the WWTP, South Nolan Creek, and
Long Branch Basins that flow to the North WWTP experience high levels of I/I based on the
observed peaking factors from the 2010 SSES Basin Prioritization Study.
 The interceptor that flows into Lift Station #1 experiences significant surcharging.
 The 21-inch and 12-inch wastewater line that runs parallel to the west of Twin Creek Dr. and the
upstream 12-inch portion that is parallel to Westcliff Road experience a significant amount of
surcharging under existing peak wet weather flows. The model indicates that the line is
exceeding capacity and is nearly overflowing under design storm conditions at the intersection
where there are two 12-inch wastewater lines conveying to a single 12-inch line.

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Lift Station S.T.E. 1
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VELMADR
LAKE
CREST DR
FAIRVIE
W
D
R
DESERT WILLOW DR
LYNN
AVE
MEDINADR
LAKE INKS A
VE
BIRDCREEK DR
SPARROWRD
COLORADO DR
THOROUGHBRE
D DR
WRIGHTWAY
FEATHERLINERD
CEDAR RIDGE CIR
HORNEDR
DOGWOODBLVD
SEARCYDR
TAREELP
CULP AVE
CONNELLDR
TYRELDR
HEREDITYLN
AQUARIUSDR
S
C OTT AND W
HITE DR
RAINFOREST LN
NPARKST
FO
SSILLN
CARTERST
WILLAMETTELN
WILLIAM
SO
N
AVE
PRICE DR
W GEMINI LN
PERSHING DR
ADEELDR
BLUEDUCKDR
MORNING GLEN LN
TUMBLEWEEDDR
CRESCENT DR
E VEGA LN
SPC.LA
R
A
MORE DR
LAURENLEADR
BENJAMINDR
SOUTHSID
E
DR
SOUTHERNBELLEDR
EMILIE LN
MANGANITE DR
C OLLINS AVE
TOLEDODR
CLAYMORE ST
ALI DR
N24THST
GR
EENW
OO
D
AVE
DORIS RD
MATT DR
PLAINS DR
JEFFSCOTTDR
LOISLN
FLYNNST
N52NDST
DERIK DR
MULFORDST
DODGE CITY DR
VIEW CREST
D
R
IRIS
AVE
CARDINAL
A
VE
TROTWOOD TRL
MOCKINGBIRDLN
SHAWLANDS RD
DALLASST
BUGGY RD
FLEETWOODDR
LARRYLN
RONSTAN DR
ACRONDR
SOLOMON
DR
HUMMINGBIRD RD
B O
OTSDR
MONTROSE DR
BLAYNEYDR
WHIPPOORWILLRD
DURANDR
ENTERPRISE DR
LAURENMACKENZIEDR
STARFISH
DR
PERSIMM
ONDR
CHELSEADR
W VARDEMAN AVE
PURPLEMARTINRD
RIVER OAKS DR
ALAMOCITOS CREEK DR
SAEGERT RANCH RD
LONEL
Y
OAK LN
LOLLYLP
FOX
GLOVELN
EVANSST
GARY LP
MAYBERRY P ARK RD
PRESTIGELP
SAVAGEDR
LEWIS
ST
IVORYLN
E BRYCE AVE
JUDSONAVE
MIMID
R
RIMES
CT
MARIGOLD
DR
S4THST
DUSTINCT
ALPINE ST
ZAYDENDR
P
EBBL
E
DR
W AVE D
TEMORALP
M
AR
TIN
LUTHER
KING JR BLVD (FM2410)
NATHAN
D
R
S8THST
LYDIA DR
SEVILLA
DR
HENDERSONST
CIRCLE M DR
GEMSTONEDR
BELMONTDR
EL DORADO DR
KILPATRIC
K
DR
LYRADR
TURTL E CREEK DR
MELTONLN
E TEXAS AVE
BAUMANN DR
PLAZA
DR
CHAUCER DR
HINKLE AVE
MONTAGUE COUNTY DR
MALIB
U
LN
SUELLEN LN
WESTVIEW DR
DIMPLEST
E HALLMARK AVE
HAYNES
DR
GREEN MEADOW ST
WELLSST
C
ROSS
TIMBERDR
ADRIANBARNESDR
TU
RQUOISE DR
BENTTREEDR
SIERRA DR
SOUTH BR O OK DR
COUNTYRD
BONNER DR
E AUSTIN AVE
MANDALAY DR
HOLLY
OAK LN
PECAN
ST
WINKLER AVE
FLANIGANDR
CROSSDR
HO
N
E
YSU
C
K
LE DR
LAIN DR
STEVE AVE
AUTUMN VALLEY DR
BIE
L S LP
IREDELL DR
HEREFORDLN
STEPHEN
DR
CORONA DR
TYLERST
STILLWOOD
DR
DAUDE AVE
ENCINO OAK WAY
ABIG
AIL
DR
RO YAL
CR
E
STDR
CASEY
DR
ENNIS
DR
A J HALL B LVD
TAYLORRENEEDR
BREMSER AVE
TRIPP TRL
MENARDDR
C
R
ESTRID
G
EDR
WILLOWSWAY
TIM
B
ER
O
A
K
D
R
JOEDR
JENNIFERDR
TRA C Y
A
N
N
LN
TECOVAS SPRINGS CT
LAKE CHARLES AVE
SHEILA DR
TUDORDR
CROSSCUT
LP
GARDENIAAVE
CHIPS DR
KOALA DR
NICHOLAS CIR
N8THST
BEL
T L
P
LEROYCIR
TORTUGA D
R
OHIOAVE
AMBROSE
DR
AMBER
RD
SPARKST
ROBERTELEEDR
STILLFOREST DR
COUNT
RY MEADOWS LOOP
C
H
IC
O
C
T
G
REE
N
VA
LLE
Y DR
HACKBERRY DR
PICKWICK LN
M
AI D MARIAN CIR
FED
ER
A
L
ST
FOLLYDR
CHE
T
EDWARDS LP
CHUC
K
W
AG
O
N
CIR
PACK CIR
DILLON DR
COMMUNITY BLVD
GOLDEN EAGLE DR
RIO GRANDE CT
SPRING DR
BELL TOWER
RD
TRENTON AVE
NORRIS AVE
CAMP COOPER DR
WARBLERLN
S52NDST
STRATFORD DR
LESLIE CIR
KUM-OK LN
KEVINSHAW
DR
CHEYENNE DR
WATERBANK LN
B R ANDY LOOP
LANDRILN
MAGNUMCIR
WILMERST
KAYDENCECT
KYARADR
CRESTED BUTTE DR
SPRINGBROOK CIR
RIDGEWAYDR
OAK VISTA
CIR
TOURMALINE DR
RAVEN DR
BOYD S TUN
LP
JULIE JACQUELINE DR
VICTORIA CIR
PYRITEDR
GARLAND DR LYNA CT
HANADR
W FOWLER AVE
CONTINENTAL DR
HARLAN DR
MANORCT
BELLAGIO DR
GREENF
OREST CIR
CHARISSEST
LOST TRL
NEEL CT
LAUREL LN
MOHAWK DR
BRAMBLEWOODDR
REGENCYDR
WAL-MARTBLVD
SHANARAE CIR
W
PEARL AVE
SHANNONCIR
ELMSRUNCIR
PLATEAU CIR
GRAZING
CT
WEEPING OAK DR
CHAMELEONDR
ELKRIDGECT
SUMAC DR
SUNNY BEACH CT
PR
IVATE
SFORTHOODST(SH195)
S2NDST
RAMP
EDGEFIELD
ST
JENNIFERDR
REESE CREEK RD
54THST
RAM
P
CUNNIN
GHAM
RD
BACON RANCH RD
BUNNYTRL
RAMP
RAMP
RAMP
RAMP
HACKBERRY
DR
PRATHER
D
R
PRIVATE
PRIVATE
US 190 HWY
BUNNYTRL
RAMP
RAMP
W AVE C
PRIVATE
RAMP
RAMP
18"
42"
36"
12"
15"
24"
21"
30"
27"
20"
12"
30"
15"
18"
12"
12"
12"
21"
15"
12"
30"
24"
30"
18"
21"
30"
15"
27"
12"
18"
42"
12"
36"
18"
15"
18"
42"
18"
30"
24"
15"
15"
21"
15"
27"
15"
12"
12"
12"
12"
18"
18"
15"
18"
12"
12"
12"
15"
18"
12"
21"
18"
15"
18"
12"
30"
18"
12"
27"
12"
30"
12"
12"
15"
12"
24"
36"12"
21"
15"
18"
36"
15"
15"
12"
12"
30"
12"
15"
12"
36"
24"
18"
12"
12"
18"
12"
12"
21"
15"
27"
12"
12"
30"
24"
15"
30"
12"
36"
18"
12"
15"
12"
21"
12"
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12"
30"
21"
21"
15"
15"
12"
30"
30"
18"
36"
12"
18"
12"
15"
12"
12"
15"
27"
21"
12"
18"
12"
24"
12"
18"
15"
18"
15"
18"
12"
18"
15"
15"
30"
12"
12"
24"
15"
36"
27"
12"
12"
18"
12"
12"
12"
15"
30"
15"
18"
18"
12"
18"
12"
18"
12"
24"
12"
18"
15"
30"
12"
24"
12"
15"
30"
21"
15"
21"
30"
15"
12"
12"
15"
18"
15"
18"
21"
12"
36"
12"
12"
15"
12"
36"
36"
12"
12"
36"
12"
12"
15" 30"
27"
12"
15"
12"
18"
30"
12"
12"12"
18"
12"
18"
15"
18"
12"
18"
30"
24"
12"
18"
12"
21"
27"
27"
30"
36"
12"
18"
18"
12"
18"
12"
12"
18"
18"
15"
18"
12"
42"
12"
4"
10"
8"
24"
16"
6"
30"
12"
10"
10"
6"
8"
8"
10"
10"
16"
10"
16"
4"
8"
6"
8"
3"
4"
10"
6"
6"
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8"
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6"6"
6"
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3"
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4"
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FIGURE 9-1
CITY OF KILLEEN
EXISTING WASTEWATER SYSTEM ANALYSIS
LEGEND
Modeled Lines
1 > q/Q > 2
q/Q > 2
Existing Collection Sewer Line
Model Interceptor Sewer Line
Force Main
!( Surcharged 3ft from MH Rim
!( Surcharged MH
Vä Lift Station
Street
Railroad
Lake
Stream
Killeen City Limit
Killeen ETJ
0 2,200 4,400
SCALE IN FEET
MAJOR BASINS
Central
Long Branch
South Nolan Creek
Trimmier Creek
WWTP
Job No.: KIL11275
Location: H:W_WW_PLANNINGDELIVERABLES11-Final_W_WW_Report(Figure-9-1)-Existing_WW_System_Analysis.mxd
Updated: Friday, October 19, 2012
I

City of Killeen
9-4
9.3 FUTURE WASTEWATER SYSTEM ANALYSIS
Wastewater system improvements were developed to accommodate the anticipated residential and
non-residential growth over the next 20 years. To serve the future growth, the City of Killeen must
rehabilitate, replace or upsize existing infrastructure and provide additional service to areas of growth
where little or no infrastructure currently exists.
When determining the size of proposed wastewater lines, TCEQ design criteria (§217.53 (l) (1)) dictate
that gravity sewer lines shall be sized to maintain a minimum velocity of 2 feet/second. Maintaining
these velocities discourages settling of solids. TCEQ design criteria (§217.67 (a))also state that force
mains shall be sized to convey the lift station pumping capacity at a minimum velocity of 3 feet/second
for duplex lift stations and 2 feet/second with one pump operating at a lift station with three or more
pumps. When sizing lines for future wastewater loading, it is specifically stated in TCEQ Chapter 217
§217.53 (j) (3) that “A collection system must be designed to prevent a surcharge in any pipe at the
expected peak flow.” Therefore, all proposed lines are sized to prevent surcharging. TCEQ slope
requirements, as shown in Table 9-1, were utilized for new lines in undeveloped areas. If proposed lines
are constructed at a greater slope and the minimum slopes listed in Table 9-1, then the proposed line
size should be evaluated based on the updated capacity.
Table 9-1: TCEQ Slope Requirements
Pipe Size
(in)
Minimum Slope
(ft/ft)
Maximum Slope
(ft/ft)
6 0.00500 12.35
8 0.00330 8.40
10 0.00250 6.23
12 0.00200 4.88
15 0.00150 3.62
18 0.00110 2.83
21 0.00090 2.30
24 0.00080 1.93
27 0.00060 1.65
30 0.00055 1.43

City of Killeen
9-5
Lift station capacity was also analyzed under peak wet weather flow conditions. FNI recommends new
lift station sizing or lift station expansion sizing to meet TCEQ requirements. TCEQ Chapter 217 §217.61
(c) states that “the firm pumping capacity of a lift stations must handle the expected peak flow.” Firm
pumping capacity is defined as total station, maximum pumping capacity with the largest pumping unit
out of service.
Hydraulic analyses were performed on the wastewater collection system under future peak flow
conditions. A steady-state simulation was performed for each planning period. Key observations and
recommendations resulting from modeling and evaluation of the collection system are discussed in the
following sections.
Basin Delineation
A review of the ground elevations and recommended improvements to various lift stations and force
mains revealed a potential area for a change in wastewater basin boundaries. The area in the
southwestern portion of the City upstream of Lift Station #20 is recommended to be diverted from the
Central Basin to the South WWTP through the Trimmier Basin. It is also recommended to divert the flow
from the area in the Central Basin upstream of Lift Station #24 to the South WWTP through the
Trimmier Basin. Figure 9-2 shows the recommended basin boundaries after the changes have taken
place. The basins were delineated assuming that all future flows would be conveyed to the existing
WWTPs. Evaluating the feasibility of a regional WWTP in the southern portion of the service area may
be beneficial in the future depending on how development occurs and the interest of other potential
regional partners.
Lift Station Reduction and Diversion
It is recommended that the City limit and/or reduce the number of lift station where possible due to the
cost of operating and maintaining the facilities. Lift Station #24A that currently serves a subdivision
north of Chaparral Rd. can be abandoned in the future after the flow is diverted by gravity to the
Trimmier Creek Basin. There are also three recommended projects to divert flow from Lift Stations #20,
#23, and #24 from the South Nolan Creek and the Central basins to the Trimmier Creek basin. For a
detailed description of the improvements see Projects 1S, 3S, and 11S in Section 10.0. A diversion
structure is also proposed (Project 2S) at Lift Station #1 that will divert some flow to Lift Station #6.

Vä
Vä
Vä
ññWWTP
ññWWTP
North
South
Lift Station #1
Lift Station #6
Lift Station #2
FORTHOODST
US 190
HWY
TRIMMIERRD
WSYOUNGDR
RANCIER AVE
CHAPARRAL RD
STAN SCHLUETER LP
STAGECOACH RD
38TH
ST
CENTRAL TEXAS EXPY
LAKE RD
WESTCLIFF
RD
2NDST
10TH
ST
GRAYST
ONIONRD
VETERANS MEMORIAL BLVD
ZEPHYR
RD
SHAWNDR
OLDFM440FM
REESE CREEK RD
FAWN DR
60TH
ST
ROBINETT
RD
CLEAR CREEK RD
MESADR
WATERCREST RD
CHANTZDR
JASPER DR
JANISDR
ELMS RD
ILLINOIS AVE
ROSEW
O
OD
DR
GUS DR
TEALDR
CUNNINGHAM
RD
EASTTRIMMIERRD
E AVE
TERRACE DR
JIM AVE
COLLEGEST
RUIZDR
ASPEN DR
G AVE
WINDFIELD
DR
FLORENCERD
TW
I
N
CREEKDR
ESTELLEAVE
WATER
ST
B AVE
A TKINSON DR
STONETREED
R
LEVYLN
CONDERST
ROYREYNOLDSDR
MARY
JANE
DR
EXCEL DR
YATESRD
D AVE
JOHN RDJANELLE DR
LOVE RD
DUNCAN AVE
IDA DR
GILMERST
GRANEX DR
STALLION DR
NEWT DR
HALLMARK AVE
CORA AVE
SILTSTONE LP
REINDR
CODYPOERD
PLATINUMDR
BERMUDADR
WEST LN
POAGE AVE
LOWES
BLVD
GOODEDR
FARHILLS DR
18TH
ST
EDGEFIELD
ST
LIT
TLE
NOLAN
RD
CITRINEDR
LEO LN
16TH
ST
ALVINDR
CLAIRIDGE AVE
TALLWOODDR
TAFT
ST
C AVE
NINA DR
ROY J SMITH DR
JAMES LP
POLK
ST
ANDOVERDR
FIELDCREST DR
JEFFERISAVE
VEGA LN
VAHRENKAMP DR
LAVA
LN
GLENNWOOD DR
I AVE
HOOTENST
ROOTAVE
VIOLA DR
M
A
R
TIN LUTHER KING JR BLVD
MU
STANG
DR
LIBRADR
SHERMANDR
GOWENDR
RAM
P
SHIMLADR
KIRKAVE
NETA
DR
ATLAS AVE
LEADER DR
WHITE AVE
WESTWOOD DR
FOSTERLN
BUNDRANTDR
HERNDONDR
JASMINELN
SULFUR SPRING
DR
GEMINI LN
ROSEAVEWATEROAKDR
F AVE
WILLOW
SPRINGSRD
DUVAL
DR
LAURA
D
R
HILLST
ANNA LEE DR
VALLEY
RD
PINEDR
WALESDR
BUNNYTRL
DIANA DR
INDYDR
DICKENSDR
14TH
ST
TOWER HILL LN
GREEN AVE
LAGOTRL
GREENLEE
D R
CREEKSIDE DR
DEERWOODTRL
HITCHROCKDR
J AVE
DUNN AVE
COACH DR
GREENGATE
DR
MALLARD LN
GOLDEN GATE
DR
GRAPHITE DR
WILLOWBEND
DR
CAPRIC
E DR
TURKEYTROTRD
SCHWALD RD
SCHORN
DR
46TH
ST
LITTLEROCK
DR
BURK
DR
BONNIEDR
6TH
ST
OA K
HILL
DR
BECKERDR
58THST
ESTES DR
RIOBLVD
HILLIARD AVE
JOHN HELEN DR
MONEYPIT
RD
COBALT
LN
LOOP RD
LAZYRIDGEDR
AUBURN DR
FOWLER
AVE
ALTA MIRA
D
R
WEISS DR
W
HEELER
AVE
BOYDAVE
BOTANICALDR
LAVENDERLN
BOWLESDR
JANADR
LEGACY LN
CURTIS
DR
TAURUS DR
CACTUS DR
LEDGESTONEDR
ACORNCREEK
TRL
D
O
FFY DR
G
ROVE DR
LLOYD DR
28TH
ST
AQUAMARINEDR
KATHEY DR
VARDEMAN AVE
CINCH DR
JULY
DR
HAVENDR
FLAT SLATE DR
SCHOTTISCHE LN
LIBERTYST
BRISTOL DR
GLENOAK DR
CHRISTIEDR
THUNDER CREEK
D R
BACON RANCH RD
NATURAL LN
FIELDSTONE DR
42NDST
KELLEYLN
OAKALLARD
BRANCH
DR
GLOVERDR
MINTHORN
DR
SCHWERTNERDR
SANTA
ROSA
DR
WAGONWHEELDR
MASSEYST
KAITLYNDR
OLDFLORENCERD
RAIN
LILY
ST
AGATE
DR
HOPE LN
EMBERSDR
MIKULEC DR
GALAXYST
CROCKETT
DR
PRIVATE
PRIVATE
WESTRIM
DR
BRIDLEDR
BILLS
RD
TEXAS AVE
BRIDGEWOODDR
MARIA DR
DA
N
D
R
CEDA
RHILLDR
DAFFO DIL DR
CARRI
E
AVE
SALT FORK DR
BLAKE ST
BLACKORCHIDDR
S H
UMARDDR
LLEWELLYN DR
SERPENTINE DR
AUSTIN AVE
ERIC DR
A
LAN
CIR
PRIVATE DR
LUXOR DR
ALTAVISTA
DR
TIFFANY CIR
WATERFALLDR
PENNINGTONAVE
22NDST
GOLDEN DR
S
H
A DY
D
R
JO
SH DR
TATONKA DR
BIRMIN
GHAM
CIR
SANTE FE DR
LANCE LOOP
SUNNY LN
BIGPINE
DR
POWDER RIVER DR
ALMA DR
DOVER RD
RILEY DR
RID
G
EHAVEN
DR
M
U
IRDR
SCARLET OA
K
DR
WISTERIA LN
BOWFIELDDR
IVY DR
52NDST
NIMITZDR
PHOENIX DR
OMAR DR
DRACO
DR
OSTERDR
40TH
ST
MALMAISON RD
JOSEPHDR
LAKE
CREST DR
P
RIEST DR
FAIRVIEW
DR
COLORADO
DR
SPARROW
RD
ALLEGANYDR
DOGWOODBLVD
ZINC DR
SCO
TT AND
WHITE
DR
HEREDITYLN
HEATHER LN
TYRELDR
CARTERST
MORNING GLEN
LN
TUMBLEWEEDDR
GAIL ST
8THST
PLAZA DR
CRESCENT DR
LAURENLEADR
PRICE DR
SOUTHERNBELLEDR
12TH
ST
BRYCE AVE
MONA DR
TOLEDODR
BENDING TRL
CARINADR
PLAINS
DR
DORIS RD
DERIK
DR
ALI DR
LOISLN
LAURENMACKENZIEDR
IRIS
AVE
BUGGY RD
LARRYLN
BLAYNEYDR
ACRONDR
ENTERPRISE DR
PERSIMM
ON
DR
ALAMOCITOS CREEK DR
SAEGERT RANCH RD
SYLVIADR
LONEL
Y OAK
LN
ALEXANDERST
BARBED WIRE DR
FOX G
LOVE
LN
EVANSST
CRICKLEWOOD DR
G
ARY
LP
LEWIS
ST
IVORYLN
ZAYDENDR
ALPINE ST
T
EMORA
LP
KILPATRICK
DR
EL DORADO DR
CIRCLE M DR
SEVILLADR
MAXDALERD
MONTAGUE COUNTY
DR
MELTONLN
WESTVIEW DR
MALIB
U
LN
G
OO
D
H
U
E
DR
DIMPLEST
BENTTREEDR
DUNBLANEDR
CAROUSEL DR
MANDALAY DR
HOLLY OAK LN
BROOKWAY
DR
CLOUD
LN
FLANIGANDR
ODOM
DR
RIMES RANCH DR
STEVE AVE
IREDELL
DR
STEPHEN DR
JOVANA
DR
STILLWOOD
DR
LAUSTIN LN
LONG AVE
TAYLORRENEEDR
M
ATTIE
DR
GAYNORDR
DONNE AVE
BREM
SER
AVE
CAPROCK DR
MARKDR
MENARDDR
DU
BRO
C
DR
LAKEINKSCIR
WILLOWSWAY
WESTOVER DR
JOEDR
TUDORDR
REPUBLIC OF TEXAS DR
CHIPS DR
MIGHTYOAKLN
AMBROSE DR
OHIOAVE
FERGUS ST
SPICEWOOD DR
DAYTONDR
CHET
E DWARDS LP
COMMUNITY BLVD
RIO GRANDE CT
FOLLY
DR
CAMP COOPER
DR
PACK
CIR
TRENTON AVE
SPRING DR
LITTLE JOHN DR
ASA
DR
FIESTA OAK DR
KUM-OK LN
DERBYDR
LANDRILN
RIVERSIDEDR
KAYDENCECT
TAYLOR BLVD
GARLAND DR
HOLD ST
ANDREANADR
HARLAN DR
GATEWAYDR
WALNUT DR
BALD EAGLE
CT
42NDST
ELMS RD
FORT
HOOD
ST
RAMP
RAMP
ROY R EYNOLD
S
DR
BUNNY T
RL
RAMP
RAMP
PRIVATE PRIVATE
RAMP
BACON RANCH RD
CENTRAL TEXAS
EXPY
CUNNIN
GHAM
RD
RAMP
REESE CREEK RD
US 190 HWY
RAMP
Sthy
195
Ushy 190
TrimmerRd
E Rancier Ave
SWSYoungDr
SFortHoodSt
Battalion Ave
E Elms Rd
Farm
To Market Road 2484
ClearCreekRd
E Stagecoach Rd
Westcliff Rd
E
Sta
n
Schlu
ete
rLp
In
dia
n
Trl
HoodRd
W
Stan Schlueter Lp
N38thSt
Zephyr Rd
OldFM
440
Central Dr
Lake Rd
Tank Destroyer Blvd
S
AnnBlvd
NRoyReynoldsDr
Stonetree D
r
CunninghamRd
NWSYoungDr
Mountain Lion Rd
NolaRuthBlvd
60thSt
NFortHoodSt
Farm
To
M
arket R
oad
439
N
Central Texas Expy
W
Farm
To Market Road 2410
Terminal Ave
Farm
To
M
arketRoad
440
Tank Destroyer Blvd
ClearCreekRd
Sthy195
Ushy 190
E
Stagecoach
Rd
FIGURE 9-2
CITY OF KILLEEN
FUTURE BASIN DELINEATION
Job No.: KIL11275
Location: H:W_WW_PLANNINGDELIVERABLES10-Draft_W_WW_Plan_Update_(08-08-2012)(Figure-2-1)-Service_area.mxd
Updated: August 1, 2012
0 2,800 5,600
SCALE IN FEET
I
LEGEND
Vä Lift Station
Lake
Stream
Road
Railroad
City Limits
Killeen ETJ
FUTURE BASINS
Central
Long Branch
SH 195
South Nolan Creek
South Trimmier Creek
Trimmier Creek
WWTP
Basin Modification
(Central to Trimmier)

City of Killeen
9-7
New Development
New growth and capacity improvement lines were a major focus of the capital improvements program.
The City will continue to grow to the south and will require new infrastructure including wastewater
mains, lift stations and force mains to provide service to new customers. The topography of the
southern portion of the City drains towards the Lampasas River and Stillhouse Hollow Lake. Multiple lift
stations are needed to pump the flow to locations where it can be conveyed to the South WWTP.
Model results also indicate that there are existing wastewater mains that do not have capacity to convey
future wastewater flows without excessive surcharging or overflowing. Specific projects to provide new
wastewater service are discussed in Section 10.0.
Rehabilitation Projects
The City is committed to performing an extensive wastewater main rehabilitation program as part of its
10-year Sanitary Sewer Overflow Initiative (SSOI) agreement with TCEQ. The City is in the process of
completing the second phase of manhole rehabilitation and has begun Phase 1 of the rehabilitation of
the wastewater lines identified in the SSES work performed by Pipeline Analysis. The City provided FNI
with a schedule of manhole and wastewater line rehabilitation projects identified in the SSES study
conducted by Pipeline Analysis to incorporate into the Wastewater CIP. Figure 9-3 shows the basins
identified for rehabilitation. As the wastewater infrastructure continues to age in the City of Killeen, the
result is a greater amount of inflow and infiltration that results from cracks in the pipes and manholes
caused by ground settling, tree root intrusion and other disturbances that develop over time. These
disturbances deteriorate the quality of the pipe and manhole and lower the projected life span.
Performing a citywide rehabilitation program will reduce the amount of I/I in the system while
extending the life of the existing pipes and manholes. The City will save money by reducing the amount
of wastewater to be treated and extending the life of the existing infrastructure as opposed to replacing
the pipe when failure occurs.
The wastewater rehabilitation projects (Projects 5S, 6S, 14S, 15S, 19S, 29S, 32S, and 36S) are discussed
in further detail in Section 10.0. It is recommended that the system be re-evaluated in the future with
more up-to-date information to identify specific pipe and manhole replacement/rehabilitation
candidates beyond the 10-year timeframe; therefore, projects beyond 2024 are budget placeholders
that should be updated when necessary.

Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
ññWWTP
ññWWTP
Lift Station #9
1.0 MGD
Lift Station #26
17.3 MGD
Lift Station #6
18.7 MGD
Lift Station #1
3.9 MGD
Lift Station #8
1.0 MGD
Lift Station #27
0.45 MGD
Lift Station #22
20.2 MGD
Lift Station #2
0.65 MGD
Lift Station #23
2.0 MGD
Lift Station #20
2.5 MGD
Lift Station #24
Lift Station #24A
1.0 MGD
Lift Station #21
Lift Station S.T.E.1
South
North
£¤190
£¤190
")195
")201
24" F.M.
16" F.M.
3 0" F.M
.
12" F.M.
16"F.M.
16" F.M.
18"
42"
36"
12"
15"
24"
21"
30"
27"
20"
12"
30"
15"
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18" 18"
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12"
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4" F.M.
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10"F.M.
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10" F.M.
8"F.M.
4" F.M.
10" F.M
.
10"F.M.
US190HWY
TRIMMIERRD
CHAPARRAL RD
STAGECOACH RD
ONIONRD
ELMS RD
REESE CREEK RD
SFORTHOODST(SH195)
CUNNINGHAMRD
EASTTRIMMIERRD
WATER ST
STONETREEDR
YATESRD
LOVE RD
REINDR
PRIVATE
RAMP S ROY REYNOL DS
D
R
NINA DR
BUNNYTRL
TOWER HILL LN
BURK
DR
TURKEYTROTRD
LOOP RD
MONEYPITRD
GROVE DR
OAKALLARD
HOPE LN
WAGONWHEELDR
BILLS
RD
LLEWELLYN DR
A
LAN CIR
SERPENTINE DR
PRIVATE DR
TIFFANY CIR
SANTE FE DR
BRIARCROF
T
LN
FOUNDERSTRL
SCARLET OAK
DR
TYRELDR
G A IL
ST
TUMBLEWEEDDR
LOISLN
BUGGY RD
LARRYLN
KILPATRICK
DR
LAUSTIN LN
CHET
E DWARDS LP
KUM-OK LN
HANADR
HARLAN DR
MOHAWK DR
BUNNYTRL
RAMP
PRIVATE
PRIVATE
RAMP
SFORTHOODST(SH195)
16
18
27
14
4
10
22
23A
5
12
6
22A
8
17
23
19
11
9
21
26
33
35
25
28
13
24
190
195
RANCIER
ELMS
FORTHOOD
STAN SCHLUETER
BATTALION
INDIAN
ANN
STAGECOACH
TANK
DESTROYER
CLEARCREEK
HOOD
VETERANS MEMORIAL
LAKE
CENTRAL
FARM
TO
M
ARKET
ROAD
2410
NOLARUTH
MOUNTAIN LION
FA
R
M
TO
M
A
R
K
ET
R
O
A
D
439
62ND
190
CLEARCREEK
TANK DESTROYER
15A
16A
15
14A
34
FIGURE 9-3
CITY OF KILLEEN
PROPOSED WASTEWATER SYSTEM
REHAB BASINS
LEGEND
Vä Existing Lift Station
10" and Smaller Sewer Line
10" and Smaller Force Main
12" and Larger Sewer Line
12" and Larger Force Main
Street
Railroad
Stream
Lake
Killeen City Limit
Killeen ETJ
0 2,200 4,400
SCALE IN FEET
Job No.: KIL11275
Location: H:W_WW_PLANNINGDELIVERABLES11-Final_W_WW_Report(Figure-9-3)-Wastewater_System_Rehabilitation.mxd
Updated: Thursday, November 01, 2012
I
REHAB BASINS
Manhole Rehab
Phase 3 (2013 - 2015)
Line Rehab
Phase 2 (2013 - 2015)
Phase 3 (2016 - 2018)
Phase 4 (2019 - 2021)
Phase 5 (2019 - 2021)
T5S Manhole Rehab Phase 3: Basins 9, 11, 13, 19, 21, 24, 25, 26, 28, 33, 34, 35
T6S Sewer Line Rehab Phase 2: Basins 4, 10, 14, 14A, 15, 15A, 16, 16A, 18, 27
T14S Sewer Line Rehab Phase 3: Basins 5, 6, 8, 12, 17, 22, 22A, 23, 23A
T15S Sewer Line Rehab Phase 4: Basins 9, 11, 19, 21, 26, 33, 35
T19S Sewer Line Rehab Phase 5: Basins 13, 24, 25, 28, 34

City of Killeen
10-1
10.0 WASTEWATER SYSTEM CAPITAL IMPROVEMENTS PLAN
A capital improvements plan (CIP) was developed for the City of Killeen to ensure the wastewater
collection system will effectively and efficiently continue to convey flow to the wastewater treatment
plants. The recommended improvements will provide the required capacity and reliability to meet
projected wastewater flows through year 2032. The recommended projects for the collection system
are presented on Figure 10-1. Locations shown for new mains and other recommended improvements
were generalized for hydraulic analyses. Specific alignments and sites will be determined as part of the
design process. It is recommended that these projects be constructed generally in the order listed;
however, development patterns may make it necessary to construct some projects sooner than
anticipated.
Capital costs were calculated for the major wastwater facilities and do not include individual service
connections or subdivision lines. The costs are in 2012 dollars and include an allowance for engineering,
surveying, and contingencies. The ENR construction cost index for August 2012, when the cost
estimates were prepared, was 9351. This number can be compared to a future cost index to scale the
cost estimates up or down based on the current prices for construction and materials. Table 10-1
provides the unit costs used to develop the cost estimates for each project. Table 10-2 summarizes the
costs of the wastewater system capital improvements plan for the City of Killeen. Detailed descriptions
of the projects and associated costs are included in Appendix B.
FNI utilized the hydraulic model to analyze the wastewater collection system and improvements were
phased into the 3-year planning period in which they become hydraulically necessary. It is
recommended that these projects be constructed generally in the order listed. However, development
patterns may make it necessary to construct some projects sooner or later than anticipated. The
following sections list the projects by phase and provide a description and purpose.
Table 10-1: Wastewater Projects Unit Costs
Item Unit Cost
Gravity Line $6/diameter-inch/linear foot
Force Main $6/diameter-inch/linear foot
Line Rehabilitation $5/linear foot
48” Manhole $4,000 each
Pavement Repair $30/linear foot

City of Killeen
10-2
Table 10-2: Wastewater Capital Improvements Plan Summary
Phase # Wastewater Collection System Capital Improvement Plan Cost
1S Lift Station #23 Expansion and 6-inch Force Main/10-inch Gravity Main to Divert Flow from Lift Station #23 1,427,330$
2S Lift Station #1 Diversion Structure and Gravity Main 495,540$
3S 16-inch Force Main/18-inch Gravity Main to Divert Lift Station #20 to South WWTP 1,690,760$
4S City of Killeen Water Reuse Project 2,037,510$
5S Manhole Rehabilitation Phase 3 3,000,000$
6S Sewer Line Rehabilitation Phase 2 2,583,960$
7S 15-inch Wastewater Main Replacement in the Central Basin 674,690$
8S Lift Station #20 Expansion 291,650$
9S Lift Station #22 Expansion to 2.0 MGD 268,800$
12,470,240$
10S 24-inch, 18-inch, and 15-inch Wastewater Main Replacement in the Long Branch Basin 2,499,710$
11S 10-inch Force Main and 18-inch Gravity Main to divert Lift Station #24 1,017,140$
12S Rehabilitation and Expansion of Lift Station #1 1,747,200$
13S 10-inch Wastewater Main along Trimmier Rd. in Southern Trimmier Creek Basin 604,270$
9,981,550$
16S Upsize to 6-inch Force Main and 10-inch Gravity Main Downstream of Lift Station #27 569,860$
17S 12-inch Wastewater Main in Trimmier Creek Basin 870,920$
18S 18/15/12-inch Main Upstream of Lift Station #24 852,640$
9,295,360$
20S Lift Station #8 Expansion 1,478,400$
23S New 0.25 MGD Upper Rock Creek Lift Station and 4-inch Force Main 1,031,120$
24S 10-inch and 8-inch Wastewater Main Upstream of New Upper Rock Creek Lift Station 862,850$
25S New 0.5 MGD North S.H. 195 Lift Station and 4-inch Force Main 1,334,330$
26S 12-inch and 10-inch Wastewater Main Upstream of New North S.H. 195 Lift Station 856,130$
6,875,650$
27S New 0.25 MGD South S.H. 195 Lift Station and 4-inch Force Main 1,334,330$
28S 10-inch Wastewater Main Upstream of New South SH 195 Lift Station 856,130$
29S Sewer Line and Manhole Rehabilitation Phase 6 6,048,000$
8,238,460$
30S New 0.75 MGD Little Trimmier Creek Lift Station and 6-inch Force Main 1,487,810$
31S 10-inch and 12-inch Wastewater Main Upstream of New Little Trimmier Creek Lift Station 1,353,680$
8,889,490$
33S New 0.25 MGD Onion Creek Lift Station 989,190$
34S 12-inch, 10-inch and 8-inch Wastewater Main Upstream of New Onion Creek Lift Station 834,360$
35S 10-inch and 8-inch Wastewater Main Upstream of New Onion Creek Lift Station 1,398,840$
9,270,390$
65,021,140$
Total 2031-2033
2031-2033
Total 2013-2015
2013-2015
Total 2028-2030
2028-20302022-2024
Total 2019-2021
2019-2021
Total 2016-2018
2016-2018
Grand Total
2025-2027
Total 2025-2027
Total 2022-2024

DDDD
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
Vä
ññWWTP
ññWWTP
1.0 MGD
Lift Station #21
Recommission as
10" Gravity Main
T8S
1.0 MGD
Lift Station #26
17.3 MGD
Lift Station #6
18.7 MGD
Lift Station #1
Expand to 25 MGD
3.9 MGD
Lift Station #8
Expand to 6.0 MGD
1.0 MGD
Lift Station #27
0.45 MGD
Lift Station #22
Expand to 2.0 MGD
20.2 MGD
Lift Station #2
0.65 MGD
Lift Station #23
Expand to 2.5 MGD
2.0 MGD Lift Station #20
Expand to 4.0 MGD
2.5 MGD
Lift Station #24 Lift Station #24A
To Be Abandoned
Abandon
10" Force Main
Upsize from
12" to 15"
Upsize from
4" F.M. to 6" F.M.
Upsize from
6" and 8" to 10"
0.25 MGD
Upper Rock Creek LS
0.25 MGD
Onion Creek LS
0.75 MGD
Little Trimmier Creek LS
0.5 MGD
North SH 195 LS
0.25 MGD
South SH 195 LS
Upsize from
12", 15", and 21"
to 15", 18", and 24"
Lift Station S.T.E.1
Lift Station #9
South
North
Water Reuse Improvements
10''
6'' F.M.
15''
15''
T27S
T28S
T27S
T25S T26S
T25S
T22S
T35S
T35S
T34S
T33S
T33S
T31S
T30S
T30S
T30S
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OAKALLARD
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FM
3481
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ERIC DR
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ELORIS DR
PRATHERDR
SYDNEY HARBOUR CT
JOSH DR
GOLDEN DR
SAULDR
NFORTHOODST(SH195)
BIRMINGHAMCIR
BIGPINEDR
BRIARCROFT
LN
COY DR
IVY DR
RILEY DR
DOVER RD
POWDER RIVER DR
NIMITZDR
WISTERIA LN
RIDG
EH
AVEN
D
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OMAR DR
OSTERDR
JOSEPHDR
ZINC DR
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VELMADR
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ARY LP
IVORYLN
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VAILDR
WELLSST
C
HIMNEYROCKRD
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CONNER CT
HOLLYST
STEPHEN DR
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DR
TYLERST
STILLWOOD DR
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DR
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CHIPS DR
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DEXTERDR
OHIOAVE
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MPART LP
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BELL TOWER RD
KUM-OK LN
NICOLEST
RAY ST
GINGER RD
BAYBERRYDR
WINDSONGDR
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LP
EVETTS RD
HANADR
GREEN
FOREST CIR
MOHAWK DR
MONTANADR
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US 190 HWY
BACON RANCH RD
SFORTHOODST(SH195)
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FIGURE 10-1
CITY OF KILLEEN
PROPOSED WASTEWATER SYSTEM
CAPITAL IMPROVEMENTS PLAN
LEGEND
Vä
2022 - 2024
Proposed Lift Station
Vä
2025 - 2027
Vä
2028 - 2030
Vä
2031 - 2033
Existing Sewer Line
Existing Force Main
2013 - 2015 Sewer Line
2013 - 2015 Force Main
D D D
Force Main
(To Be Abandoned)
Vä Existing Lift Station
Street
Railroad
10' Contours
50' Contours
Stream
Lake
Killeen City Limit
Killeen ETJ
0 2,800 5,600
SCALE IN FEET
Job No.: KIL11275
Location: H:W_WW_PLANNINGDELIVERABLES11-Final_W_WW_Report(Figure-10-1)-Wastewater_System_CIP.mxd
I
MAJOR BASINS
Central
Long Branch
SH 195
South Nolan Creek
South Trimmier Creek
Trimmier Creek
WWTP
T5S Manhole Rehab Phase 3: Basins 9, 11, 13, 19, 21, 24, 25, 26, 28, 33, 34, 35
T6S Sewer Line Rehab Phase 2: Basins 4, 10, 14, 14A, 15, 15A, 16, 16A, 18, 27
T14S Sewer Line Rehab Phase 3: Basins 5, 6, 8, 12, 17, 22, 22A, 23, 23A
T15S Sewer Line Rehab Phase 4: Basins 9, 11, 19, 21, 26, 33, 35
T19S Sewer Line Rehab Phase 5: Basins 13, 24, 25, 28, 34
T32S Sewer Line and Manhole Rehabilitation Phase 7

City of Killeen
10-4
10.1 WASTEWATER PROJECTS FROM 2013 TO 2015
Projects recommended within the first 3-year phase are the most critical to the system. These projects
resolve existing deficiencies or accommodate impending growth. A detailed description of each project
is provided below.
Project 1S: Lift Station #23 Expansion and 6-inch Force Main/10-inch Gravity Main to Divert Flow from
Lift Station #23
Lift Station #23 will need to be expanded to a firm capacity of 2.5 mgd to support growth in the
Goodnight Ranch and Mohawk developments. The plan for the future is to divert some of the flow
through the Goodnight Ranch development to the South WWTP. Growth in the southern portion of the
South Nolan Creek Basin due to the Goodnight Ranch and Mohawk Drive developments will exceed the
existing capacity of Lift Station #23 in the future.
Project 2S: Lift Station #1 Diversion Structure and Gravity Main
This project consists of a proposed 27-inch wastewater main that runs parallel to Water Street from
38th Street to Lift Station #6. The diversion structure collects flow from north, south, and east of Lift
Station #1 and diverts it to Lift Station #6 while also diverting excess flow at Lift Station #1. The diversion
structure will reduce the flow to Lift Station #1 during peak wet weather flow events and divert the flow
to Lift Station #6.
Project 3S: 16-inch Force Main/18-inch Gravity Main to Divert Lift Station #20 to South WWTP
This project will divert flow from the Central Basin into the Trimmier Creek Basin. It will remove flow
upstream of Lift Station #20 and divert it to the 21-inch line upstream of the South WWTP. The model
indicates that the existing line upstream of Lift Station #2 will be overloaded in the future due to growth.
Diverting the flow alleviates the strain in the line.
Project 4S: City of Killeen Water Reuse Project
The purpose of this project is to transfer beneficial reuse irrigation water from the BCWCID #1 North
WWTP to the City of Killeen’s Stonetree Golf Course and the Killeen Athletic Complex. It includes the
building of new infrastructure and the utilization of existing infrastructure at BCWCID #1 WWTP No. 1.

City of Killeen
10-5
Project 5S: Manhole Rehabilitation Phase 3
The purpose of this project is to rehabilitate manholes identified during the SSES study as part of the
Sanitary Sewer Overflow Initiative the City of Killeen agreed to with the Texas Commission on
Environmental Quality.
Project 6S: Sewer Line Rehabilitation Phase 2
The purpose of this project is to rehabilitate sewer lines identified during the SSES study as part of the
Project 7S: 15-inch Wastewater Main Replacement in the Central Basin
The existing 12-inch line is a restriction between the 15-inch main upstream of Old FM 440 and
downstream of Florence Road. Replacing the 12-inch line with a 15-inch wastewater main will remove
the restriction and provide capacity to convey future peak wet weather flows.
Project 8S: Lift Station #20 Expansion
This project consists of expanding Lift Station #20 to a firm capacity of 4.0 mgd. The lift station has an
existing slot for new pump. Lift Station #20 must be expanded to pump the future flow due to the
expansion of Lift Station #23 and the future project to divert flow from the South Nolan Creek Basin
through the Goodnight Ranch development.
Project 9S: Lift Station #22 Expansion to 2.0 mgd
This project consists of expanding Lift Station #22 to a firm capacity of 2.0 mgd. With the expansion of
Lift Station #23 and the future project to divert flow from the South Nolan Creek Basin through the
Goodnight Ranch development, Lift Station #22 must be expanded to handle future growth as well as
the diversion.
Projects in the second phase generally include projects that facilitate expected growth and create
rehabilitate existing infrastructure. A detailed description of each project in the 2016 to 2018 phase is
provided below.

City of Killeen
10-6
Project 10S: 24-inch, 18-inch, and 15-inch Wastewater Main Replacement in the Long Branch Basin
This project will replace the existing 21-inch, 12-inch and 10-inch mains along the creek east of the
North WWTP with a 24-inch, 18-inch and 15-inch wastewater main. Existing system analysis indicates
that the existing line has limited capacity to convey peak wet weather flows conditions. This project will
add more capacity to convey future flows to the WWTP.
Project 11S: 10-inch Force Main and 18-inch Gravity Main to divert Lift Station #24
The proposed force main along Chaparral Road from Lift Station #24 to Featherline Road will divert flow
from Lift Station #24 to the South WWTP. This project also calls for the decommissioning of Lift Station
#24A. The purpose of this project is to divert flow from the Central Basin to the Trimmier Creek Basin.
This will provide more capacity in the wastewater mains upstream of Lift Station #2 and better utilize
the capacity in the wastewater mains upstream of the South WWTP.
Project 12S: Rehabilitation and Expansion of Lift Station #1
Expand Lift Station #1 to a firm capacity of 25 mgd and increase reliability to limit down time. Lift Station
#1 has had reliability issues in the past so this project will rehabilitate and upgrade the lift station to a
firm capacity of 25 mgd to pump future peak wet weather flows to the North WWTP.
Project 13S: 10-inch Wastewater Main along Trimmier Road in Southern Trimmier Creek Basin
The proposed 10-inch wastewater main will follow the creek near Trimmier Road and outfall into Lift
Station #24. It will provide service to existing and new customers along Trimmier Road.
The CIP projects included in the 2019 to 2021 time period continue to facilitate anticipated growth
within the service area. A detailed description of each project in this phase is provided below.

City of Killeen
10-7
Project 16S: Upsize to 6-inch Force Main and 10-inch Gravity Main Downstream of Lift Station #27
The existing 4-inch force main is not large enough to convey future pumped flow from Lift Station #27.
The larger force main results in less head loss and greater capacity. Upsizing the line downstream of the
force main provides greater capacity to convey the flow downstream. The model indicates that the 6-
inch and 8-inch restrict the flow and cause surcharging. The larger 10-inch wastewater main will
removed the restriction and convey the flow downstream.
Project 17S: 12-inch Wastewater Main in Trimmier Creek Basin
The proposed 12-inch wastewater main will run along the creek in the Trimmier Creek Basin along Onion
Road and Stagecoach Road. This project will provide wastewater service to new and existing customers
in the Trimmier Creek Basin near Onion Road, Stagecoach Road, and East Trimmier Road.
Project 18S: 18/15/12-inch Main Upstream of Lift Station #24
The proposed 18/15/12-inch wastewater line will replace the existing 10-inch and 12-inch main
downstream of the force main from Lift Station #21. Population projections indicate that there will be
growth in the areas upstream of Lift Station #24. The existing wastewater main does not have the
capacity to serve the population growth and must be upsized to convey future flows.
Projects in the fourth planning period include improvements within the collection system that provide
service to new developments including several lift stations. A detailed description of each project is
provided below.

City of Killeen
10-8
Project 20S: Lift Station #8 Expansion
This project consists of expanding Lift Station #8 to a firm capacity of 6.0 mgd. The previous SSES study
indicated that there was significant I/I in the Long Branch Basin upstream of Lift Station #8. If the lift
station continues to convey the rate of I/I measured during the SSES study, it will not have enough
capacity to convey peak wet weather flows in the future.
The proposed 12-inch wastewater main is north of Chaparral Road in the Trimmier Creek Basin. The new
line will provide wastewater service to new customers north of Chaparral Road in the Trimmier Creek
Basin.
The proposed 8-inch wastewater main is upstream of a proposed 12-inch wastewater main northwest of
Chaparral Road. The new line will provide wastewater service to new customers north of Chaparral Road
in the Trimmier Creek Basin.
Project 23S: New 0.25 mgd Upper Rock Creek Lift Station and 4-inch Force Main
The new lift station and force main is proposed along Rock Creek in the southern portion of the
Trimmier Creek Basin. It will provide service to customers along Rock Creek in the Trimmier Basin.
Project 24S: 10-inch and 8-inch Wastewater Main Upstream of New Upper Rock Creek Lift Station
The proposed 8-inch and 10-inch wastewater main will follow Rock Creek and convey flow downstream
to the proposed Rock Creek Lift Station. The new line will provide wastewater service to future
customers along Rock Creek, south of Lift Station #24.
Project 25S: New 0.5 mgd North S.H. 195 Lift Station and 4-inch Force Main
The North Highway 195 Lift Station is located west of the intersection of Chaparral Road and Highway
195. The force main will be located along Chaparral Road from the new lift station to just upstream of
Lift Station #24. The new lift station and force main will provide wastewater service to customers south
of the Trimmier Creek Basin along Highway 195.

City of Killeen
10-9
Project 26S: 12-inch and 10-inch Wastewater Main Upstream of New North S.H. 195 Lift Station
This project consists of a 12-inch and 10-inch line along Highway 195 upstream of proposed North S.H.
195 Lift Station. The new wastewater line will provide wastewater service to new customers along
Highway 195 and convey flow to the new lift station.
Projects in the 2025 to 2027 time period are primarily recommended to serve future growth. All of
these projects are located in the southern portion of the service where no wastewater infrastructure
currently exists. Projects in this phase, and all projects recommended beyond 2025, will likely need to
be re-evaluated in the future as population projections and land use assumptions are updated. A
detailed description of each project is provided below.
Project 27S: New 0.25 mgd South S.H. 195 Lift Station and 4-inch Force Main
The proposed South S.H. 195 Lift Station will provide wastewater service to future customers along
Highway 195. The new lift station will convey flow to the proposed North S.H. 195 Lift Station.
Project 28S: 10-inch Wastewater Main Upstream of New South SH 195 Lift Station
The new 10-inch wastewater main will provide wastewater service to new customers along HIghway 195
and will convey flow to the new South S.H. 195 Lift Station.
Project 29S: Sewer Line and Manhole Rehabilitation Phase 6
The purpose of this project is to rehabilitate sewer lines and manholes to reduce I/I and extend the life
of the existing infrastructure. The location of this project will need to be identified in the future to
determine the most appropriate place for rehabilitation/replacement.
Similar to the intent of the projects in the previous phase, projects in the 2028 to 2030 time period are
primarily recommended to serve future growth. Projects in this phase will likely need to be re-evaluated
in the future as population projections and land use assumptions are updated. A detailed description of
each project is provided below.

City of Killeen
10-10
Project 30S: New 0.75 mgd Little Trimmier Creek Lift Station and 6-inch Force Main
The new Little Trimmier Creek Lift Station will provide new wastewater service to customers between
Stillhouse Hollow Lake and the South WWTP.
Project 31S: 10-inch and 12-inch Wastewater Main Upstream of New Little Trimmier Creek Lift Station
This project consists of new 12-inch and 10-inch wastewater main along Little Trimmier Creek. The new
wastewater main will provide wastewater service to customers along Little Trimmier Creek south of
Chaparral Road. The main will convey flow to the proposed Little Trimmier Creek Lift Station.
Projects in the last phase complete the recommended improvements intended to accommodate
projected wastewater flows over the next 25 years. A detailed description of each project is provided
below.
Project 33S: New 0.25 mgd Onion Creek Lift Station
The new Onion Creek Lift Station and force main will provide wastewater service to new customers
south of Chaparral Road and North of Stillhouse Hollow Lake south of the City.
Project 34S: 12-inch, 10-inch and 8-inch Wastewater Main Upstream of New Onion Creek Lift Station
This project consists of new 12-inch and 10-inch wastewater main along Onion Creek. The new
wastewater main will provide wastewater service to new customers south of Chaparral Road and North
of Stillhouse Hollow Lake south of the City.
Project 35S: 10-inch and 8-inch Wastewater Main Upstream of New Onion Creek Lift Station
This project includes a proposed 10-inch and 8-inch wastewater main along Rock Creek. The new
wastewater main will provide wastewater service to new customers south of Chaparral Road and North
of Stillhouse Hollow Lake south of the City.

City of Killeen
10-11

City of Killeen
APPENDIX A:
Water Capital Improvement Plan
Cost Tables

OPINION OF PROBABLE COST
Construction Project Number 1W
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL
1 16" Pipe 400 LF 96$ 38,400$
2 Control Valve 5 EA 30,000$ 150,000$
3 30" Pipe 300 LF 180$ 54,000$
4 12" Pipe 500 LF 72$ 36,000$
5 Pressure Reducing Valve 1 EA 30,000$ 30,000$
SUBTOTAL: $308,400
CONTINGENCY 20% $61,680
SUBTOTAL: $370,080
ENG/SURVEY 12% $44,410
SUBTOTAL: $414,490
PROJECT TOTAL $414,490
1 12" Pipe 5,000 LF 72$ 360,000$
2 Pavement Repair 5,000 LF 30$ 150,000$
3 Storage Tank Decommission 1 LS 50,000$ 50,000$
SUBTOTAL: $560,000
SUBTOTAL: $672,000
SUBTOTAL: $752,640
Project Description
16-inch connection to existing 24-inch transmission to Pump Station #4; New control valve on the Pump Station #4
ground storage tank inlet; four flow control valves at elevated tanks; 30-inch discharge pipe at Pump Station #3; 12-
inch connection at Elms Rd and Christie Dr to expand UPP near Rodeo EST; New pressure reducing valve (PRV)
near Jasper Dr. and Florence Rd. to provide a secondary supply to the Middle Pressure Plane; 12-inch water line
connecting an existing 12-inch line and the 24-inch transmission line to PS#4
General system improvements to increase transmission capacity and improve pressures.
12-inch Stagecoach Road Water Line
Purpose
12-inch water line along Stagecoach Rd. between Trimmier Rd. and W.S. Young Dr.; decommission the Douglas
Mountain Storage Tanks
Detailed Description
Miscellaneous Water System Improvements
Project Description
2013-2015
City of Killeen
August 8, 2012
Purpose
The proposed line connects to two existing 12-inch lines and provides capacity/looping in the area. It also allows for the
decommissioning of the Douglas Mountain tanks because the area can be adequately served by the Upper Pressure Plane.
A‐1

2013-2015
City of Killeen
August 8, 2012
1 6" Pipe 14,600 LF 36$ 525,600$
2 8" Pipe 2,600 LF 48$ 124,800$
SUBTOTAL: $1,166,400
ENG/SURVEY 12% $167,970
PROJECT TOTAL $1,567,650
1 8" Pipe 5,800 LF 48$ 278,400$
SUBTOTAL: $452,400
SUBTOTAL: $542,880
SUBTOTAL: $608,030
Project Description
8-inch Onion Road Water Line
8-inch water line along Onion Rd. between Rio Grande Ct. and Stagecoach Rd.
Purpose
The proposed line will replace the existing 4-inch line to provide additional capacity to the area.
Project Description
Water Line Rehabilitation Phase 1
This project will replace old or under-sized water lines in the area to help reduce the number of breaks, as well as increase
available fire flow and improve water quality.
Purpose
Rehab/replace old, small diameter water lines in the area east of N. 10th St., west of N. 24th St., north of Attas Ave.,
and south of E. Rancier Ave. and along Odom Dr. and Lee Dr.
A‐2

2013-2015
City of Killeen
August 8, 2012
1 8" Pipe 1,700 LF 48$ 81,600$
2 12" Pipe 200 LF 72$ 14,400$
SUBTOTAL: $153,000
SUBTOTAL: $183,600
SUBTOTAL: $205,640
1 12" Pipe 13,200 LF 72$ 950,400$
ENG/SURVEY 12% $153,280
The project provides service to new development in the Airport Pressure Plane.
Project Description
This project provides looping so that dead-end lines are minimized when the Airport Pressure Plane is expanded to increase
pressures in the area.
12-inch Mohawk Drive/Clear Creek Road Water Line
12-inch water line extending east from Mohawk Dr.; 12-inch water line extending south from Bridgewood Dr. to
Clear Creek Rd.
Purpose
Purpose
Project Description
Airport Pressure Plane Looping
12-inch water line near Clear Creek Rd. and Vahrenkamp Dr; 8-inch water line along Vahrenkamp Dr.
A‐3

2013-2015
City of Killeen
August 8, 2012
1 6" Pipe 9,400 LF 36$ 338,400$
2 8" Pipe 3,800 LF 48$ 182,400$
SUBTOTAL: $916,800
ENG/SURVEY 12% $132,020
1 12" Pipe 15,000 LF 72$ 1,080,000$
ENG/SURVEY 12% $160,710
$7,711,100
Rehab/replace old, small diameter water lines in the area along Veterans Memorial Blvd between Wilmer St. and S.
28th St.
Project Description
PHASE 2013-2015 TOTAL
Purpose
This project will provide service to new development in the Upper Pressure Plane.
Purpose
12-inch water line along Chaparral Rd. between Trimmier Rd. and Featherline Rd.; 12-inch water line along Trimmier
Rd. between existing 12-inch line south of Stagecoach Rd. and Chaparral Rd.
Project Description
12-inch Trimmier Road Water Line
A‐4

1 6" Pipe 21,300 LF 36$ 766,800$
2 8" Pipe 3,600 LF 48$ 172,800$
ENG/SURVEY 12% $242,880
1 20" Pipe 8,300 LF 120$ 996,000$
ENG/SURVEY 12% $179,280
20-inch water line along Hwy 195 connecting to the existing 20-inch along Stan Schlueter Lp. and extending south
to Stagecoach Rd.
Purpose
This project provides transmission capacity to serve increased demands in the south portion of the City.
Project Description
20-inch Stan Schlueter/Highway 195 Water Line
Project Description
Rehab/replace old, small diameter water lines in the area east of Fairview Dr., west of Garth Dr., north of W. Rancier
Ave., and south of Williamson Ave.
Purpose
August 8, 2012
City of Killeen
2016-2018
A‐5

OPINION OF PROBABLE COST August 8, 2012
City of Killeen
2016-2018
1 6" Pipe 12,700 LF 36$ 457,200$
2 8" Pipe 5,900 LF 48$ 283,200$
ENG/SURVEY 12% $186,970
1 20" Pipe 14,800 LF 120$ 1,776,000$
ENG/SURVEY 12% $319,680
The proposed project provides transmission capacity in the Upper Pressure Plane from the new water supply delivery point.
Project Description
20-inch Highway 195 Water Line
20-inch water line along Hwy 195 between Stagecoach Rd. and Chaparral Rd. connecting to a future pump station
Purpose
Rehab/replace old, small diameter water lines in the area east of N. 2nd St., west of N. 8th St., north of Ave. D, and
south of Rancier Ave.
Purpose
Project Description
A‐6

City of Killeen
2016-2018
1 3.0 MG Ground Storage Tank 1 LS 2,000,000$ 2,000,000$
2 6.0 mgd Pump Station 1 LS 2,500,000$ 2,500,000$
ENG/SURVEY 12% $648,000
$14,716,810PHASE 2016-2018 TOTAL
New 3.0 MG ground storage tank near Chaparral Rd. and Hwy 195; new 6.0 mgd pump station
Purpose
This project will incorporate a new water supply entry point into the Upper Pressure Plane. Additional water supply is
needed to meet future demands.
Project Description
Chaparral Pump Station and Ground Storage Tank
A‐7

1 6" Pipe 18,200 LF 36$ 655,200$
2 8" Pipe 10,100 LF 48$ 484,800$
ENG/SURVEY 12% $286,420
1 20" Pipe 4,900 LF 120$ 588,000$
SUBTOTAL: $735,000
SUBTOTAL: $882,000
ENG/SURVEY 12% $105,840
SUBTOTAL: $987,840
20-inch water line along Westcliff Rd from Pump Station #5 to N. 38th St.
Purpose
This project provides additional transmission capacity from Pump Station #5. The proposed line connects to two existing 16-
inch lines.
Project Description
Rehab/replace old, small diameter water lines in the area east of N. College St., west of N. 8th St., north of E. Young
Ave., and south of W. Harrison Ave.
Purpose
Project Description
20-inch Westcliff Road Water Line
August 8, 2012
City of Killeen
2019-2021
A‐8

City of Killeen
2019-2021
1 5.0 mgd Pump Station Rehab 1 LS 800,000$ 800,000$
SUBTOTAL: $800,000
SUBTOTAL: $960,000
ENG/SURVEY 12% $115,200
1 6" Pipe 18,900 LF 36$ 680,400$
2 8" Pipe 3,500 LF 48$ 168,000$
ENG/SURVEY 12% $218,940
Project Description
Rehab/replace old, small diameter water lines in the area east of S. 40th St., west of 56th St., north of Veterans
Memorial Blvd., and south of Water St.
Purpose
Project Description
Airport Pump Station Rehabilitation/Expansion
Replace existing pumps at the Airport Pump Station for a total capacity of 5 mgd
Purpose
This project will replace inefficient pumps and increase capacity at the Airport Pump Station.
A‐9

City of Killeen
2019-2021
1 12" Pipe 5,200 LF 72$ 374,400$
2 Pavement Repair 1,200 0 30$ 36,000$
SUBTOTAL: $410,400
SUBTOTAL: $492,480
SUBTOTAL: $551,580
1 12" Pipe 6,200 LF 72$ 446,400$
SUBTOTAL: $446,400
SUBTOTAL: $535,680
SUBTOTAL: $599,970
$7,931,230PHASE 2019-2021 TOTAL
This project completes looping in the Upper Pressure Plane and provides additional capacity for new development in the
area.
Purpose
This project provides service to new development in the area.
Project Description
12-inch Roy Reynolds Drive Water Line
12-inch water line extending south of Roy Reynolds Dr. and connecting to an existing 20-inch line near Veterans
Memorial Blvd.
12-inch Chaparral Road Water Line
12-inch water line along Chaparral Rd. between Trimmier Rd. and the new pump station
Purpose
Project Description
A‐10

1 6" Pipe 4,900 LF 36$ 176,400$
2 8" Pipe 4,600 LF 48$ 220,800$
SUBTOTAL: $682,200
SUBTOTAL: $818,640
SUBTOTAL: $916,880
1 20" Pipe 4,900 LF 120$ 588,000$
SUBTOTAL: $672,000
SUBTOTAL: $806,400
SUBTOTAL: $903,170
20-inch water line along Little Nolan Rd. between Cunningham Rd. and the Rodeo Elevated Storage Tank
Purpose
This project provides additional transmission capacity to/from the Rodeo EST, which improves elevated tank operations in
the Lower Pressure Plane.
Project Description
Rehab/replace old, small diameter water lines in the area east of Root Ave., west of N. Park St., north of W. Ave D,
and south of W. Sprott Ave.
Purpose
Project Description
20-inch Little Nolan Road Water Line
August 8, 2012
City of Killeen
2022-2024
A‐11

City of Killeen
2022-2024
1 12" Pipe 17,000 LF 72$ 1,224,000$
2 Pavement Repair 4,200 0 30$ 126,000$
ENG/SURVEY 12% $194,400
ENG/SURVEY 12% $180,000
1.5 MG ground storage tank located near Highway 195 and Tower Hill Ln.
Purpose
The proposed tank provides additional elevated storage in the Upper Pressure Plane to meet increased demands in the
future.
12-inch Water Lines in the Northeast
12-inch water line extending west from Ridgehaven Dr. and connecting to an existing 12-inch at 60th St.; 12-inch
water line extending east and south of Ridgehaven Dr.; 12-inch water line along Westcliff Rd.
Purpose
This project connects to existing lines and provides additional capacity in the area to serve future development.
Project Description
Project Description
Highway 195 Ground Storage Tank
A‐12

City of Killeen
2022-2024
1 6" Pipe 12,800 LF 36$ 460,800$
2 8" Pipe 1,400 LF 48$ 67,200$
SUBTOTAL: $954,000
ENG/SURVEY 12% $137,380
2 4.0 mgd Pump Station Expansion 1 LS 800,000$ 800,000$
ENG/SURVEY 12% $403,200
Project Description
Rehab/replace old, small diameter water lines in the area east of N. Fort Hood St., west of Gilmer St., north of
Adams Ave., and south of W. Rancier Ave.
Purpose
Project Description
Chaparral Pump Station Expansion and New Ground Storage Tank
Expand the Chaparral Pump Station to pump a total capacity of 4.0 mgd to the Lower Pressure Plane; Construct a
new 3.0 MG ground storage tank
Purpose
This project will provide additional pumping capacity to the Lower Pressure Plane and ground storage capacity for the Lower
and Upper Pressure Planes to meet future demands.
A‐13

City of Killeen
2022-2024
1 20" Pipe 10,300 LF 120$ 1,236,000$
2 Pavement Repair 1,200 0 30$ 36,000$
ENG/SURVEY 12% $183,170
$12,069,400PHASE 2022-2024 TOTAL
Project Description
20-inch Chaparral Road Water Line
20-inch water line along Chaparral Rd. between the Chaparral Pump Station and Featherline Rd.
Purpose
This project provides transmission capacity from the new pump station to the Lower Pressure Plane.
A‐14

1 12" Pipe 22,800 LF 72$ 1,641,600$
ENG/SURVEY 12% $240,720
1 12" Pipe 14,300 LF 72$ 1,029,600$
2 16" Pipe 14,100 LF 96$ 1,353,600$
ENG/SURVEY 12% $343,190
16-inch water line extending south of Trimmier Rd.; 12/16-inch gridding in Lower Pressure Plane
Purpose
This project provides transmission capacity to serve new development in the southern portion of the service area.
Project Description
12-inch Highway 195 Water Line Loop
12-inch water line along Hwy 195 south of Chaparral Rd.; 12-inch water line looping west of Hwy 195 and along
Chaparral Rd.
Purpose
This project will provide service to new development in the area.
Project Description
12/16-inch Water Line South of Chaparral Road
August 8, 2012
City of Killeen
2025-2027
A‐15

City of Killeen
2025-2027
1 12" Pipe 12,100 LF 72$ 871,200$
2 16" Pipe 4,400 LF 96$ 422,400$
ENG/SURVEY 12% $205,290
1 6" Pipe 33,000 LF 36$ 1,188,000$
ENG/SURVEY 12% $313,640
This project will replace old or under-sized water lines to help reduce the number of breaks, as well as increase available fire
flow and improve water quality.
Project Description
Project location to be determined
Purpose
Project Description
12/16-inch East Trimmier Road Water Line
16-inch water line along East Trimmier Rd, south of Chaparral Rd.; 12-inch gridding south of Chaparral Rd.
Purpose
A‐16

1 12" Pipe 24,100 LF 72$ 1,735,200$
ENG/SURVEY 12% $249,870
1 12" Pipe 14,900 LF 72$ 1,072,800$
ENG/SURVEY 12% $154,490
City of Killeen
2028-2030
August 8, 2012
Project Description
12-inch Looping in Upper Pressure Plane
12-inch water line south of Chaparral Rd. and east of Hwy 195
Purpose
Project Description
12-inch Water Lines in Northeast Lower Pressure Plane
12-inch water lines along the City Limits, east of Roy Reynolds Dr.
Purpose
This project provides transmission capacity to serve new development in the northeastern portion of the City.
A‐17

City of Killeen
2028-2030
August 8, 2012
1 1.0 MG Elevated Storage Tank 1 LS 2,500,000$ 2,500,000$
2 Storage Tank Decommission 1 LS 50,000$ 50,000$
ENG/SURVEY 12% $367,200
1 6" Pipe 33,000 LF 36$ 1,188,000$
ENG/SURVEY 12% $313,640
Project Description
New Lower Pressure Plane Elevated Storage Tank
1.0 MG Elevated Storage Tank in the Lower Pressure Plane; decommission existing Park St. Elevated Storage Tank
Purpose
The proposed tank provides additional elevated storage in the Lower Pressure Plane to meet increased demands in the
future.
Project Description
Purpose
A‐18

1 12" Pipe 33,800 LF 72$ 2,433,600$
2 16" Pipe 6,900 LF 96$ 662,400$
ENG/SURVEY 12% $445,830
1 12" Pipe 43,200 LF 72$ 3,110,400$
ENG/SURVEY 12% $447,900
City of Killeen
2031-2033
August 8, 2012
Project Description
12/16-inch Water Lines South of New EST
12/16-inch gridding in the southern portion of the Lower Pressure Plane
Purpose
Project Description
12-inch Water Lines Looping Around Highway 195
12-inch water lines in the Lower Pressure Plane connecting to the Chaparral Pump Station and looping around Hwy
195
Purpose
A‐19

City of Killeen
2031-2033
August 8, 2012
1 6" Pipe 33,000 LF 36$ 1,188,000$
ENG/SURVEY 12% $313,640
Project Description
Purpose
A‐20

City of Killeen
APPENDIX B:
Wastewater Capital Improvement Plan
Cost Tables

Construction Project Number 1S
1 Lift Station Expansion to 2.5 MGD 1 EA 700,000$ 700,000$
2 6" Force Main 5,500 LF 36$ 198,000$
3 10" Pipe 2,400 LF 60$ 144,000$
4 48" Diameter Manhole 5 EA 4,000$ 20,000$
ENG/SURVEY 12% $152,930
1 27" Pipe 2,100 LF 162$ 340,200$
3 Pavement Repair 150 LF 30$ 4,500$
SUBTOTAL: $368,700
SUBTOTAL: $442,440
SUBTOTAL: $495,540
Purpose
The diversion structure will reduce the flow to Lift Station #1 during peak wet weather flow events and divert the flow to Lift
Station #6.
2013-2015
City of Killeen
The proposed 27-inch wastewater main runs parallel to Water St. from 38th Street to Lift Station #6. The diversion
structure collects flow from north, south, and east of Lift Station #1 and diverts it to Lift Station #6 while also
diverting excess flow at Lift Station #1.
Lift Station #1 Diversion Structure and Gravity Main
Purpose
August 8, 2012
Lift Station #23 Expansion and 6-inch Force Main/10-inch Gravity Main to Divert Flow from
Lift Station #23
Project Description
Project Description
Expand Lift Station #23 to a firm capacity of 2.5 MGD and provide stub-out for future pumping diversion through
Goodnight Ranch. The new force main and gravity main will divert 0.75 MGD of flow from the South Nolan Creek
Basin to the Trimmier Creek Basin through the proposed Goodnight Ranch Development.
Lift Station #23 will need to be expanded to a firm capacity of 2.5 MGD to support growth in the Goodnight Ranch and
Mohawk developments. The plan for the future is to divert some of the flow through the Goodnight Ranch development to
the South WWTP. Growth in the southern portion of the South Nolan Creek Basin due to the Goodnight Ranch and
Mohawk Dr. developments will exceed the existing capacity of Lift Station #23 in the future.
B‐1

2013-2015
City of Killeen
August 8, 2012
1 16" Force Main 7,000 LF 96$ 672,000$
2 18" Pipe 5,000 LF 108$ 540,000$
ENG/SURVEY 12% $181,160
1 Water Reuse Project 1 EA 1,516,000$ 1,516,000$
ENG/SURVEY 12% $218,310
This project will divert flow from the Central Basin into the Trimmier Creek Basin. It will remove flow upstream of Lift Station
#20 and divert it to the 21-inch line upstream of the South WWTP. The model indicates that the existing line upstream of
Lift Station #2 will be overloaded in the future due to growth. Diverting the flow alleviates the strain in the line.
Purpose
The new 16-inch force main and 18-inch gravity main will run along Stagecoach Rd. from west of Trimmier Rd. to
Featherline Rd.
Project Description
City of Killeen Water Reuse Project
This project includes the building of new infrastructure and the utilization of existing infrastructure at BCWCID #1
WWTP No. 1.
Purpose
The purpose of this project is to transfer beneficial reuse irrigation water from the BCWCID #1 North WWTP to the City of
Killeen’s Stonetree Golf Course and the Killeen Athletic Complex.
Project Description
16-inch Force Main/18-inch Gravity Main to Divert Lift Station #20 to South WWTP
B‐2

2013-2015
City of Killeen
August 8, 2012
1 Wastewater Manhole Rehabilitation 1 LS 2,500,000$ 2,500,000$
ENG/SURVEY 0% $0
1 Wastewater Main Rehabilitation 430,659 LF 5$ 2,153,295$
ENG/SURVEY 0% $0
Sewer Line Rehabilitation Phase 2
Rehabilitation of wastewater mains in Basins: 4, 10, 14, 14A, 15, 15A, 16, 16A, 18, 27
Purpose
The purpose of this project is to rehabilitate sewer lines identified during the SSES study as part of the Sanitary Sewer
Overflow (SSO) Initiative the City of Killeen agreed to with the Texas Commission on Environmental Quality (TCEQ).
Project Description
The purpose of this project is to rehabilitate manholes identified during the SSES study as part of the Sanitary Sewer
Manhole Rehabilitation Phase 3
Purpose
Project Description
Rehabilitation of wastewater manholes in Basins: 9, 11, 13, 19, 21, 24, 25, 26, 28, 33, 34, 35
B‐3

2013-2015
City of Killeen
August 8, 2012
1 15" Pipe 5,100 LF 90$ 459,000$
SUBTOTAL: $502,000
SUBTOTAL: $602,400
SUBTOTAL: $674,690
1 Add 4 MGD Pump 1 EA 217,000$ 217,000$
SUBTOTAL: $217,000
SUBTOTAL: $260,400
SUBTOTAL: $291,650
The proposed 15-inch wastewater main will replace the existing 12-inch wastewater main from Old FM 440 to
Florence Rd. southwest of US 190.
Purpose
The existing 12-inch line is a restriction between the 15-inch main upstream of Old FM 440 and downstream of Florence
Rd. Replacing the 12-inch line with a 15-inch wastewater main will remove the restriction and provide capacity to convey
future peak wet weather flows.
Project Description
15-inch Wastewater Main Replacement in the Central Basin
Project Description
Lift Station #20 Expansion
Expand Lift Station #20 to a firm capacity of 4.0 MGD. The lift station has an existing slot for new pump.
Purpose
Lift Station #20 must be expanded to pump the future flow due to the expansion of Lift Station #23 and the future project to
divert flow from the South Nolan Creek Basin through the Goodnight Ranch development.
B‐4

2013-2015
City of Killeen
August 8, 2012
1 Lift Station Expansion to 2.0 MGD 1 EA 200,000$ 200,000$
SUBTOTAL: $200,000
SUBTOTAL: $240,000
SUBTOTAL: $268,800
$12,470,240PHASE 2013-2015 TOTAL
Expand Lift Station #22 to a firm capacity of 2.0 MGD.
Purpose
With the expansion of Lift Station #23 and the future project to divert flow from the South Nolan Creek Basin through the
Goodnight Ranch development, Lift Station #22 must be expanded to handle future growth as well as the diversion.
Project Description
Lift Station #22 Expansion to 2.0 MGD
B‐5

1 24" Pipe 1,700 LF 144$ 244,800$
2 18" Pipe 7,700 LF 108$ 831,600$
3 15" Pipe 5,000 LF 90$ 450,000$
5 32" Boring and Casing 500 LF 495$ 247,500$
ENG/SURVEY 12% $267,830
1 10" Force Main 6,200 LF 60$ 372,000$
2 18" Pipe 1,600 LF 108$ 172,800$
4 Lift Station Decommission 1 EA 200,000$ 200,000$
SUBTOTAL: $756,800
SUBTOTAL: $908,160
ENG/SURVEY 12% $108,980
City of Killeen
2016-2018
August 8, 2012
Project Description
24-inch, 18-inch, and 15-inch Wastewater Main Replacement in the Long Branch Basin
The 24-inch, 18-inch and 15-inch wastewater main will replace the existing 21-inch, 12-inch and 10-inch mains
along the creek east of the North WWTP.
Purpose
Existing system analysis indicates that the existing line has limited capacity to convey peak wet weather flows under design
storm conditions. This project proposes adding more capacity to convey future flows to the WWTP.
Project Description
10-inch Force Main and 18-inch Gravity Main to divert Lift Station #24
The new force main along Chaparral Rd. from Lift Station #24 to Featherline Rd. will divert flow from Lift Station
#24 to the South WWTP. This project also calls for the decommissioning of Lift Station #24A.
Purpose
The purpose of this project is to divert flow from the Central Basin to the Trimmier Creek Basin. This will provide more
capacity in the wastewater mains upstream of Lift Station #2 and better utilize the capacity in the wastewater mains
upstream of the South WWTP.
B‐6

City of Killeen
2016-2018
August 8, 2012
1 Rehabilitation and Upgrade of Lift Station #1 1 EA 1,300,000$ 1,300,000$
ENG/SURVEY 12% $187,200
1 12" Pipe 5,800 LF 72$ 417,600$
SUBTOTAL: $449,600
SUBTOTAL: $539,520
SUBTOTAL: $604,270
Project Description
Purpose
Rehabilitation and Expansion of Lift Station #1
Expand Lift Station #1 to a firm capacity of 25 MGD and increase reliability to limit down time.
Purpose
City staff indicated that Lift Station #1 has reliability issues. This project will upgrade the lift station to a firm capacity of 25
MGD to pump future peak wet weather flows to the North WWTP.
Project Description
10-inch Wastewater Main along Trimmier Rd. in Southern Trimmier Creek Basin
The new 10-inch wastewater main will follow the creek near Trimmier Rd. and outfall into Lift Station #24.
The new 10-inch wastewater main will provide service to existing and new customers along Trimmier Rd.
B‐7

City of Killeen
2016-2018
August 8, 2012
ENG/SURVEY 0% $0
$9,981,550PHASE 2016-2018 TOTAL
Project Description
Rehabilitation of wastewater mains in Basins: 5, 6, 8, 12, 17, 22, 22A, 23, 23A
Purpose
B‐8

ENG/SURVEY 0% $0
1 6" Force Main 3,500 LF 36$ 126,000$
2 10" Pipe 4,500 LF 60$ 270,000$
SUBTOTAL: $424,000
SUBTOTAL: $508,800
SUBTOTAL: $569,860
City of Killeen
2019-2021
August 8, 2012
Project Description
Rehabilitation of wastewater mains in Basins: 9, 11, 19, 21, 26, 33, 35
Purpose
Project Description
Upsize to 6-inch Force Main and 10-inch Gravity Main Downstream of Lift Station #27
This project is an upsize of the existing 4-inch force main at Lift Station #27 to a 6-inch force main. Replace the
existing 6-inch and 8-inch line along Jim Ave. with a 10-inch main.
Purpose
The 4-inch force main is not large enough to convey future pumped flow from Lift Station #27. The larger force main results
in less head loss and greater capacity. Upsizing the line downstream of the force main provides greater capacity to convey
the flow downstream. The model indicates that the 6-inch and 8-inch restrict the flow and cause surcharging. The larger 10-
inch wastewater main will removed the restriction and convey the flow downstream.
B‐9

City of Killeen
2019-2021
August 8, 2012
1 12" Pipe 8,250 LF 72$ 594,000$
SUBTOTAL: $648,000
SUBTOTAL: $777,600
SUBTOTAL: $870,920
1 18" Pipe 900 LF 108$ 97,200$
2 15" Pipe 2,200 LF 90$ 198,000$
3 12" Pipe 4,100 LF 72$ 295,200$
SUBTOTAL: $634,400
SUBTOTAL: $761,280
SUBTOTAL: $852,640
Project Description
Purpose
12-inch Wastewater Main in Trimmier Creek Basin
The proposed 12-inch wastewater main will run along the creek in the Trimmier Creek Basin along Onion Rd. and
Stagecoach Rd.
Purpose
The new 12-inch line will provide wastewater service to new and existing customers in the Trimmier Creek Basin near
Onion Rd., Stagecoach Rd. and East Trimmier Rd.
Project Description
18/15/12-inch Main Upstream of Lift Station #24
The new 18/15/12-inch wastewater line will replace the existing 10-inch and 12-inch main downstream of the force
main from Lift Station #21.
Population projections indicate that there will be growth in the areas upstream of Lift Station #24. The existing wastewater
main does not have the capacity to serve the population growth and must be upsized to convey future flows.
B‐10

City of Killeen
2019-2021
August 8, 2012
ENG/SURVEY 0% $0
$9,295,360PHASE 2019-2024 TOTAL
Project Description
Rehabilitation of wastewater mains in Basins: 13, 24, 25, 28, 34
Purpose
B‐11

1 Lift Station Expansion to 6.0 MGD 1 EA 1,100,000$ 1,100,000$
ENG/SURVEY 12% $158,400
1 12" Pipe 8,200 LF 72$ 590,400$
SUBTOTAL: $638,400
SUBTOTAL: $766,080
SUBTOTAL: $858,010
August 8, 2012
City of Killeen
2022-2024
Project Description
Lift Station #8 Expansion
Expand Lift Station #8 to a firm capacity of 6.0 MGD.
Purpose
The previous SSES study indicated that there was significant I/I in the Long Branch Basin upstream of Lift Station #8. If the
lift station continues to convey the rate of I/I measured during the SSES study, it will not have enough capacity to convey
peak wet weather flows in the future.
Project Description
The proposed 12-inch wastewater main is north of Chaparral Rd. in the Trimmier Creek Basin.
Purpose
The new 12-inch line will provide wastewater service to new customers north of Chaparral Rd. in the Trimmier Creek Basin.
B‐12

City of Killeen
2022-2024
1 8" Pipe 6,300 LF 48$ 302,400$
SUBTOTAL: $338,400
SUBTOTAL: $406,080
SUBTOTAL: $454,810
1 0.25 MGD Lift Station 1 EA 520,000$ 520,000$
2 4" Force Main 10,300 LF 24$ 247,200$
SUBTOTAL: $767,200
SUBTOTAL: $920,640
ENG/SURVEY 12% $110,480
Project Description
The proposed 8-inch wastewater main is upstream of the proposed 12-inch wastewater main northwest of
Chaparral Rd.
Purpose
The new 8-inch line will provide wastewater service to new customers north of Chaparral Rd. in the Trimmier Creek Basin.
The new lift station and force main will provide service to customers along Rock Creek in the Trimmier Basin.
Project Description
New 0.25 MGD Upper Rock Creek Lift Station and 4-inch Force Main
The new lift station and force main is proposed along Rock Creek in the southern portion of the Trimmier Creek
Basin.
Purpose
B‐13

City of Killeen
2022-2024
1 10" Pipe 5,000 LF 60$ 300,000$
2 8" Pipe 6,500 LF 48$ 312,000$
SUBTOTAL: $642,000
SUBTOTAL: $770,400
SUBTOTAL: $862,850
2 4" Force Main 7,400 LF 24$ 177,600$
SUBTOTAL: $730,100
SUBTOTAL: $876,120
ENG/SURVEY 12% $105,140
SUBTOTAL: $981,260
Project Description
10-inch and 8-inch Wastewater Main Upstream of New Upper Rock Creek Lift Station
The proposed 8-inch and 10-inch wastewater main will follow Rock Creek and convey flow downstream to the
proposed Rock Creek Lift Station.
Purpose
The new line will provide wastewater service to future customers along Rock Creek south of Lift Station #24.
Project Description
New 0.5 MGD North S.H. 195 Lift Station and 4-inch Force Main
The North S.H. 195 Lift Station is located west of the intersection of Chaparral Rd. and S.H. 195. The force main will
be located along Chaparral Rd. from the new lift station to just upstream of Lift Station #24.
Purpose
The new lift station and force main will provide wastewater service to customers south of the Trimmier Creek Basin along
S.H. 195.
B‐14

City of Killeen
2022-2024
1 12" Pipe 3,400 LF 72$ 244,800$
2 10" Pipe 7,800 LF 60$ 468,000$
SUBTOTAL: $756,800
SUBTOTAL: $908,160
ENG/SURVEY 12% $108,980
$6,683,590PHASE 2022-2024 TOTAL
Project Description
12-inch and 10-inch Wastewater Main Upstream of New North S.H. 195 Lift Station
12-inch and 10-inch line along S.H. 195 upstream of proposed North S.H. 195 Lift Station
Purpose
The new wastewater line will provide wastewater service to new customers along S.H. 195 and convey flow to the new
North S.H. 195 Lift Station.
B‐15

2 4" Force Main 19,700 LF 24$ 472,800$
SUBTOTAL: $992,800
ENG/SURVEY 12% $142,970
1 10" Pipe 9,600 LF 60$ 576,000$
SUBTOTAL: $637,000
SUBTOTAL: $764,400
SUBTOTAL: $856,130
New 10-inch interceptor along S.H. 195
Purpose
The new 10-inch wastewater main will provide wastewater service to new customers along S.H. 195 and will convey flow
to the new South S.H. 195 Lift Station.
August 8, 2012
City of Killeen
2025-2027
Project Description
New 0.25 MGD South S.H. 195 Lift Station and 4-inch Force Main
New Lift Station at the intersection of S.H. 195 and Riverside Dr.
Purpose
The proposed South S.H. 195 Lift Station will provide wastewater service to future customers along S.H. 195. The new lift
station will convey flow to the proposed North S.H. 195 Lift Station.
Project Description
10-inch Wastewater Main Upstream of New South SH 195 Lift Station
B‐16

City of Killeen
2025-2027
ENG/SURVEY 12% $648,000
Sewer Line and Manhole Rehabilitation Phase 6
Purpose
The purpose of this project is to rehabilitate sewer lines and manholes to reduce I/I and extend the life of the existing
infrastructure.
Project Description
B‐17

2 6" Force Main 14,500 LF 36$ 522,000$
ENG/SURVEY 12% $159,410
1 12" Pipe 3,600 LF 72$ 259,200$
2 10" Pipe 10,200 LF 60$ 612,000$
ENG/SURVEY 12% $145,040
City of Killeen
2028-2030
August 8, 2012
Project Description
New 0.75 MGD Little Trimmier Creek Lift Station and 6-inch Force Main
New Lift Station and force main along Little Trimmier Creek north of Stillhouse Hollow Lake to force wastewater to
the South WWTP.
Purpose
The new Little Trimmier Creek Lift Station will provide new wastewater service to customers between Stillhouse Hollow
Lake and the South WWTP.
Project Description
10-inch and 12-inch Wastewater Main Upstream of New Little Trimmier Creek Lift Station
New 12-inch and 10-inch wastewater main along Little Trimmier Creek.
Purpose
The new wastewater main will provide wastewater service to customers along Little Trimmier Creek south of Chaparral Rd.
The main will convey flow to the proposed Little Trimmier Creek Lift Station.
B‐18

City of Killeen
2028-2030
August 8, 2012
ENG/SURVEY 12% $648,000
Project Description
Purpose
infrastructure.
B‐19

2 4" Force Main 9,000 LF 24$ 216,000$
SUBTOTAL: $736,000
SUBTOTAL: $883,200
ENG/SURVEY 12% $105,990
SUBTOTAL: $989,190
1 12" Pipe 1,000 LF 72$ 72,000$
2 8" Pipe 10,100 LF 48$ 484,800$
SUBTOTAL: $620,800
SUBTOTAL: $744,960
SUBTOTAL: $834,360
City of Killeen
2031-2033
August 8, 2012
Project Description
New 0.25 MGD Onion Creek Lift Station
New Onion Creek Lift Station and force main where Onion Creek flows into the Lampasas River.
Purpose
The new Onion Creek Lift Station and force main will provide wastewater service to new customers south of Chaparral Rd.
and North of Stillhouse Hollow Lake south of the City.
Project Description
12-inch, 10-inch and 8-inch Wastewater Main Upstream of New Onion Creek Lift Station
New 12-inch and 10-inch wastewater main along Onion Creek.
Purpose
The new wastewater main will provide wastewater service to new customers south of Chaparral Rd. and North of
Stillhouse Hollow Lake south of the City.
B‐20

City of Killeen
2031-2033
August 8, 2012
1 10" Pipe 9,100 LF 60$ 546,000$
2 8" Pipe 6,600 LF 48$ 316,800$
ENG/SURVEY 12% $149,880
ENG/SURVEY 12% $648,000
Project Description
Project Description
10-inch and 8-inch Wastewater Main Upstream of New Onion Creek Lift Station
New 10-inch and 8-inch wastewater main along Rock Creek.
Purpose
The new wastewater main will provide wastewater service to new customers south of Chaparral Rd. and North of
Stillhouse Hollow Lake south of the City.
Purpose
infrastructure.
B‐21

City of Killeen
APPENDIX C:
Water Model Calibration Results

0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50 0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Flow (mgd)
Time
City of Killeen
Pump Station #2 Flow
December 23, 2011
Recorded
Modeled

0.00
2.00
4.00
6.00
8.00
10.00
12.00
14.00
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Flow (mgd)
Time
City of Killeen
December 23, 2011
Recorded
Modeled

0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
4.50
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Flow (mgd)
Time
City of Killeen
December 23, 2011
Recorded
Modeled

0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Level (feet)
Time
City of Killeen
December 23, 2011
Recorded
Modeled

0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Flow (mgd)
Time
City of Killeen
December 23, 2011
Recorded
Modeled

0.00
0.50
1.00
1.50
2.00
2.50
3.00
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Flow (mgd)
Time
City of Killeen
Airport Pump Station Flow
December 23, 2011
Recorded
Modeled

0.00
5.00
10.00
15.00
20.00
25.00
30.00 0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Level (feet)
Time
City of Killeen
Park Street Tank Level
December 23, 2011
Recorded
Modeled

0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
40.00
45.00
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Level (feet)
Time
City of Killeen
Bundrant Tank Level
December 23, 2011
Recorded
Modeled

0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
40.00
45.00
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Level (feet)
Time
City of Killeen
Southeast EST Tank Level
December 23, 2011
Recorded
Modeled

0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Level (feet)
Time
City of Killeen
Rodeo Tank Level
December 23, 2011
Recorded
Modeled

0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Level (feet)
Time
City of Killeen
Pump Station #4 Ground Tank Level
December 23, 2011
Recorded
Modeled

0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Level (feet)
Time
City of Killeen
Douglas Mountain Tank Level
December 23, 2011
Recorded
Modeled

0
5
10
15
20
25
30
35
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Level (feet)
Time
City of Killeen
McMillan Tank Level
December 23, 2011
Recorded
Modeled

0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
40.00
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Level (feet)
Time
City of Killeen
Airport Tank Level
December 23, 2011
Recorded
Modeled

0
10
20
30
40
50
60
70
80
90
100
110
120
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Pressure (psi)
Time
City of Killeen
Pressure Recorder #201666
December 23, 2011
Recorded
Modeled

0
10
20
30
40
50
60
70
80
90
100
110
120
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Pressure (psi)
Time
City of Killeen
December 23, 2011
Recorded
Modeled

0
20
40
60
80
100
120
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Pressure (psi)
Time
City of Killeen
December 23, 2011
Recorded
Modeled

0
20
40
60
80
100
120
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Pressure (psi)
Time
City of Killeeen
December 23, 2011
Recorded
Modeled

0
20
40
60
80
100
120
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Pressure (psi)
Time
City of Killeen
December 23, 2011
Recorded
Modeled

0
20
40
60
80
100
120
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Pressure (psi)
Time
City of Killeen
Pump Station #4 Discharge Pressure
December 23, 2011
Recorded
Modeled

0
20
40
60
80
100
120
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Pressure (psi)
Time
City of Killeen
December 23, 2011
Recorded
Modeled

0
10
20
30
40
50
60
70
0:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Pressure (psi)
Time
City of Killeen
December 23, 2011
Recorded
Modeled

City of Killeen
APPENDIX D:
Modeled Pumping and Tank Levels

0
1
2
3
4
5
6
7
8
1,085
1,095
1,105
1,115
1,125
1,135
1,145
1,155
1,165
00:00 hrs
02:00 hrs
04:00 hrs
06:00 hrs
08:00 hrs
10:00 hrs
12:00 hrs
14:00 hrs
16:00 hrs
18:00 hrs
20:00 hrs
22:00 hrs
24:00 hrs
26:00 hrs
28:00 hrs
30:00 hrs
32:00 hrs
34:00 hrs
36:00 hrs
38:00 hrs
40:00 hrs
42:00 hrs
44:00 hrs
46:00 hrs
48:00 hrs
Flow (mgd)
Head (feet)
2012 Modeling Results ‐ Airport Pressure Plane Tanks & Pumping
Airport PS Airport EST

0
5
10
15
20
25
30
35
40
1,050
1,060
1,070
1,080
1,090
1,100
1,110
1,120
1,130
00:00 hrs
02:00 hrs
04:00 hrs
06:00 hrs
08:00 hrs
10:00 hrs
12:00 hrs
14:00 hrs
16:00 hrs
18:00 hrs
20:00 hrs
22:00 hrs
24:00 hrs
26:00 hrs
28:00 hrs
30:00 hrs
32:00 hrs
34:00 hrs
36:00 hrs
38:00 hrs
40:00 hrs
42:00 hrs
44:00 hrs
46:00 hrs
48:00 hrs
Flow (mgd)
Head (feet)
2012 Modeling Results ‐ Upper Pressure Plane Tanks & Pumping
Pump Station #4 Pump Station #6 McMillan EST Douglas Mountain EST

0
5
10
15
20
25
30
35
40
925
935
945
955
965
975
985
995
1005
00:00 hrs
02:00 hrs
04:00 hrs
06:00 hrs
08:00 hrs
10:00 hrs
12:00 hrs
14:00 hrs
16:00 hrs
18:00 hrs
20:00 hrs
22:00 hrs
24:00 hrs
26:00 hrs
28:00 hrs
30:00 hrs
32:00 hrs
34:00 hrs
36:00 hrs
38:00 hrs
40:00 hrs
42:00 hrs
44:00 hrs
46:00 hrs
48:00 hrs
Flow (mgd)
Head (feet)
2012 Modeling Results ‐ Lower Pressure Plane Tanks & Pumping
Pump Station #2 Pump Station #3 Pump Station #5 Rodeo EST Southeast EST Bundrant EST Park EST

0
1
2
3
4
5
6
7
8
9
1,075
1,085
1,095
1,105
1,115
1,125
1,135
1,145
1,155
1,165
00:00 hrs
02:00 hrs
04:00 hrs
06:00 hrs
08:00 hrs
10:00 hrs
12:00 hrs
14:00 hrs
16:00 hrs
18:00 hrs
20:00 hrs
22:00 hrs
24:00 hrs
26:00 hrs
28:00 hrs
30:00 hrs
32:00 hrs
34:00 hrs
36:00 hrs
38:00 hrs
40:00 hrs
42:00 hrs
44:00 hrs
46:00 hrs
48:00 hrs
Flow (mgd)
Head (feet)

0
5
10
15
20
25
30
35
40
45
1,040
1,050
1,060
1,070
1,080
1,090
1,100
1,110
1,120
1,130
00:00 hrs
02:00 hrs
04:00 hrs
06:00 hrs
08:00 hrs
10:00 hrs
12:00 hrs
14:00 hrs
16:00 hrs
18:00 hrs
20:00 hrs
22:00 hrs
24:00 hrs
26:00 hrs
28:00 hrs
30:00 hrs
32:00 hrs
34:00 hrs
36:00 hrs
38:00 hrs
40:00 hrs
42:00 hrs
44:00 hrs
46:00 hrs
48:00 hrs
Flow (mgd)
Head (feet)
Pump Station #4 Pump Station #6 New Upper PS McMillan EST

0
5
10
15
20
25
30
35
40
45
915
925
935
945
955
965
975
985
995
1005
00:00 hrs
02:00 hrs
04:00 hrs
06:00 hrs
08:00 hrs
10:00 hrs
12:00 hrs
14:00 hrs
16:00 hrs
18:00 hrs
20:00 hrs
22:00 hrs
24:00 hrs
26:00 hrs
28:00 hrs
30:00 hrs
32:00 hrs
34:00 hrs
36:00 hrs
38:00 hrs
40:00 hrs
42:00 hrs
44:00 hrs
46:00 hrs
48:00 hrs
Flow (mgd)
Head (feet)

0
1
2
3
4
5
6
7
8
9
1,075
1,085
1,095
1,105
1,115
1,125
1,135
1,145
1,155
1,165
00:00 hrs
02:00 hrs
04:00 hrs
06:00 hrs
08:00 hrs
10:00 hrs
12:00 hrs
14:00 hrs
16:00 hrs
18:00 hrs
20:00 hrs
22:00 hrs
24:00 hrs
26:00 hrs
28:00 hrs
30:00 hrs
32:00 hrs
34:00 hrs
36:00 hrs
38:00 hrs
40:00 hrs
42:00 hrs
44:00 hrs
46:00 hrs
48:00 hrs
Flow (mgd)
Head (feet)

0
5
10
15
20
25
30
35
40
45
1,040
1,050
1,060
1,070
1,080
1,090
1,100
1,110
1,120
1,130
00:00 hrs
02:00 hrs
04:00 hrs
06:00 hrs
08:00 hrs
10:00 hrs
12:00 hrs
14:00 hrs
16:00 hrs
18:00 hrs
20:00 hrs
22:00 hrs
24:00 hrs
26:00 hrs
28:00 hrs
30:00 hrs
32:00 hrs
34:00 hrs
36:00 hrs
38:00 hrs
40:00 hrs
42:00 hrs
44:00 hrs
46:00 hrs
48:00 hrs
Flow (mgd)
Head (feet)
Pump Station #4 Pump Station #6 New Upper PS McMillan EST New Upper EST

0
5
10
15
20
25
30
35
40
45
915
925
935
945
955
965
975
985
995
1005
00:00 hrs
02:00 hrs
04:00 hrs
06:00 hrs
08:00 hrs
10:00 hrs
12:00 hrs
14:00 hrs
16:00 hrs
18:00 hrs
20:00 hrs
22:00 hrs
24:00 hrs
26:00 hrs
28:00 hrs
30:00 hrs
32:00 hrs
34:00 hrs
36:00 hrs
38:00 hrs
40:00 hrs
42:00 hrs
44:00 hrs
46:00 hrs
48:00 hrs
Flow (mgd)
Head (feet)

0
1
2
3
4
5
6
7
8
9
1,075
1,085
1,095
1,105
1,115
1,125
1,135
1,145
1,155
1,165
00:00 hrs
02:00 hrs
04:00 hrs
06:00 hrs
08:00 hrs
10:00 hrs
12:00 hrs
14:00 hrs
16:00 hrs
18:00 hrs
20:00 hrs
22:00 hrs
24:00 hrs
26:00 hrs
28:00 hrs
30:00 hrs
32:00 hrs
34:00 hrs
36:00 hrs
38:00 hrs
40:00 hrs
42:00 hrs
44:00 hrs
46:00 hrs
48:00 hrs
Flow (mgd)
Head (feet)

0
5
10
15
20
25
30
35
40
45
1,040
1,050
1,060
1,070
1,080
1,090
1,100
1,110
1,120
1,130
00:00 hrs
02:00 hrs
04:00 hrs
06:00 hrs
08:00 hrs
10:00 hrs
12:00 hrs
14:00 hrs
16:00 hrs
18:00 hrs
20:00 hrs
22:00 hrs
24:00 hrs
26:00 hrs
28:00 hrs
30:00 hrs
32:00 hrs
34:00 hrs
36:00 hrs
38:00 hrs
40:00 hrs
42:00 hrs
44:00 hrs
46:00 hrs
48:00 hrs
Flow (mgd)
Head (feet)
Pump Station #4 Pump Station #6 New Upper PS McMillan EST New Upper EST

0
5
10
15
20
25
30
35
40
45
915
925
935
945
955
965
975
985
995
1005
00:00 hrs
02:00 hrs
04:00 hrs
06:00 hrs
08:00 hrs
10:00 hrs
12:00 hrs
14:00 hrs
16:00 hrs
18:00 hrs
20:00 hrs
22:00 hrs
24:00 hrs
26:00 hrs
28:00 hrs
30:00 hrs
32:00 hrs
34:00 hrs
36:00 hrs
38:00 hrs
40:00 hrs
42:00 hrs
44:00 hrs
46:00 hrs
48:00 hrs
Flow (mgd)
Head (feet)
Pump Station #2 Pump Station #3 Pump Station #5 New Lower PS Rodeo EST Southeast EST Bundrant EST New Lower EST

City of Killeen
APPENDIX E:
Pressure and Fire Flow Maps

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UT
UTUT
UTUT
UT
UTUTUT
UTUT
[Ú
[Ú
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[Ú
(#
UT
(#
UT
(#
UT
(#
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(#
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UT
[Ú
1.0 MG Airport
(2) 1.5 MG McMillan
(2) 1,050 GPM Pumps
Pump Station # 4
(4) 2,550 GPM Pumps
Pump Station # 2
(3) 1,200 GPM Pumps
Pump Station # 6
(3) 3,500 GPM Pumps
BCWCID # 1
0.25 MG Park Street
1.5 MG Bundrant
Pump Station # 5
(3) 2,100 GPM Pumps
Pump Station # 3
(4) 2,450 GPM Pumps
1.0 MG Rodeo
2.5 MG Southeast
20''
12''
8''
6''
4''
24''
16''
6''
6''
4''
6''
6''
4''
6''
6''
4''
6''
8''
8''
20''
6''
6''
8''
6''
12''
8''
12''
12''
20''
6''
6''
6''
8''
6''6''
12''
6''
8''
8''
12''
12''
6''
6''
6''
8''
12''
6''
12''
8''
8''
8''
6''
12''
4''
6''
6''
8''
12''
20''
8''
6''
20''
6''
6''
12''
8''
6''
6''
12''
8''
8''
16"
20"
12"
24"
30"
18"
16"
20"
16"
12"
12"
16"
12"
12"
16"
12"
16"
16"
16"
20"
12"
12"
12"
12"
12"
16"
16"
16"
16"
12"
12"
12"
12"
12"
12"
12"
12"
24"
12"
12"
12"
30"
12"
24"
12"
16"
12"
12"
12"
12"
12"
24"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
20"
16"
12"
12"
12"
16"
12"
12"
12"
12"
16"
12"
12"
12"
16"
12"
16"
12"
20"
16"
12"
12"
12"
24"
16"
16"
16"
12"
12"
16"
12"
16"
12"
12"
20"
16"
16"
16"
12"
24"
16"
12"
16"
12"
12"
12"
20"
24"
16"
12"
12"
12"
12"
12"
16"
12"
12"
30"
20"
16"
12"
12"
16"
16"
12"
12"
12"
12"
12"
16"
12"
12"
12"
12"
30"
12"
30"
12"
12"
20"
20"
12"
20"
12"
12"
16"
12"
12"
12"
12"
12"
12"
12"
16"
12"
16"
12"
12"
12"
24"
12"
20"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
20"
12"
16"
12"
16"
24"
20"
12"
12"
12"
16"
16"
12"
24"
12"
16"
12"
12"
12"12"
20"
12"
16"
16"
12"
12"
12"
12"
12"
12"
12"
12"
12"
24"
12"
20"
16"
16"24"
20"
16"
12"
12"
12"
16"
16"
20"
16"
12"
12"
12"
12"
16"
16"
20"
12"
12"
12"
12"
12"
12"
20"
12"
24"
12"
12"
12"
20"
20"
16"
16"
12"
20"
12"
12"
12"
12"
12"
16"
12"
12"
12"
12"
12"
16"
16"
12"
20"
20"
12"
20"
16"
20"
16"
16"
12"
16"
16"
12"
12"
12"
16"
12"
16"
12"
16"
12"
16"
12"
12"
20"
12"
12"
12"
12"
12"
12"
12"
12"
16"
12"
12"
16"
12"
12"
20"
12"
12"
16"
12"
12"
12"
12"
12"
12"
16"
16"
12"
20"
20"
16"
12"
12"
20"
12"
16"
24"
12"
20"
12"
12"
20"
16"
12"
16"
20"
12"
12"
20"
12"
12"
6"
2"
8"
1"
4"
3"
10"
Unknown
6"
6"
8"
8"
6"
6"
6"
6"
2"
8"
8"
8"
4"
8"
6"
1"
8"
8"
6"
6"
8"
6"
6"
8"
8"
8"
6"
6"
8"
6"
8"
8"
2"
6"
6"
8"
6"
6"
8"
6"
8"
6"
8"
8"
8"
8"
6"
6"
1"
8"
8"
3"
8"
6"
8"
6"
6"
6"
8"
6"
6"
6"
4"
6"
6"
6"
8"
8"
6"
6"
2"
3"
6"
6"
8"
6"
1"
8"
6"
8"
8"
6"
6"
6"
6"
6"
8"
8"
8"
6"
2"
6"
6"
6"
6"
6"
8"
6"
8"
6"
8"
8"
6"
8"
6"
6"
6"
6"
6"
6"
2"
6"
8"
6"
6"
6"
6"
6"
6"
6"
1"
8"
8"
8"
6"
6"
1"
6"
8"
6"
6"
8"
8"
6"
6"
6"
8"
6"
8"
6"
6"
6"
6"
6"
8"
3"
2"
8"
6"
6"
6"
6"
8"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
8"
6"
8"
8"
8"
8"
6"
1"
8"
6"
8"
8"
8"
6"
6"
8"
10"
8"
6"
8"
8"
6"
6"
8"
8"
8"
8"
6"
8"
6"
8"
8"
6"
6"
8"
6"
6"
6"
6"
6"
8"
6"
8"
8"
8"
8"
6"
6"
6"
6"
8"
6"
8"
6"
6"
3"
6"
8"
6"
6"
6"
8"
8"
8"
8"
1"
8"
6"
8"
6"
6"
8"
6"
6"
8"
6"
8"
8"
1"
6"
6"
6"
6"
6"
8"
6"
8"
8"
8"
6"
8"
8"
6"
6"
6"
8"
8"
6"
6"
8"
6"
6"
6"
6"
1"
3"
6"
8"
6"
6"
6"
8"
8"
1"
8"
6"
6"
6"
8"
6"
8"
6"
8"
6"
6"
6"
8"
6"
8"
8"
8"
6"
8"
8"
6"
8"
2"
8"
8"
8"
6"
6"
1"
6"
3"
2"
6"
8"
6"
6"
2"
6"
6"
6"
6"
8"
2"
6"
6"
6"
8"
8"
6"
8"
8"
6"
6"
6"
8"
2"
6"
8"
6"
8"
6"
6"
8"
1"
8"
6"
8"
1"
6"
8"
6"
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Ushy 190
E Rancier Ave
Sthy195
SWSYoungDr
IndianTrl
Battalion Ave
Clear Creek Rd
Tank Destroyer Blvd
HoodRd
Central Dr
S
AnnBlvd
NRoyReynoldsDr
Stonetree
Dr
NolaRuthBlvd
Mountain Lion Rd
S Roy Reynolds Dr
N
Central Texas Expy
W
Farm
To Market Road 2410
Terminal Ave
Ushy 190
Tank Destroyer Blvd
ClearCreekRd
TRIMMIERRD
CHAPARRAL RD
REESE CREEK RD
CLEAR CREEK RD
ROYREY
NOLDS
DR
LOWES
BLVD
SHIMLADR
TOWER HILL
LN
RIOBLVD
MONEYPITRD
LOOP RD
G
ROVE DR
NATURAL LN
OAKALLARD
BILLS
RD
SERPENTINE DR
SCARLET OAK
DR
52NDST
CEDAR RIDGE CIR
HEREDITYLN
ROSIELN
HACKBERRY
DR
FIGURE E-1
CITY OF KILLEEN
2017 SYSTEM MINIMUM PRESSURE
LEGEND
Minimum Pressures
!( Under 35 psi
!( 35 - 50 psi
!( 50 - 80 psi
!( 80 - 100 psi
!( Over 100 psi
(#
[Ú Pump Station
Streets
Railroad
Stream
Lake
Killeen City Limits
Killeen ETJ
I
PRESSURE PLANES
Airport
Lower
Middle
Upper
Job No.: KIL11275
Location: H:W_WW_PLANNINGDELIVERABLES11-Final_W_WW_Report(Figure-E-1)-Min_Pressures_2017.mxd
0 2,200 4,400
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UT
UTUT
UTUT
UT
UTUTUT
UTUT
[Ú
[Ú
[Ú
[Ú
[Ú
[Ú
(#
UT
(#
UT
(#
UT
(#
UT
(#
UT
UT
[Ú
UT
1.0 MG Airport
(2) 1.5 MG McMillan
(2) 1,050 GPM Pumps
Rehabilitation
Capacity = 5.0 MGD
Pump Station # 4
(4) 2,550 GPM Pumps
Pump Station # 2
(3) 1,200 GPM Pumps
Pump Station # 6
(3) 3,500 GPM Pumps
BCWCID # 1
0.25 MG Park Street
1.5 MG Bundrant
Pump Station # 5
(3) 2,100 GPM Pumps
Pump Station # 3
(4) 2,450 GPM Pumps
1.0 MG Rodeo
2.5 MG Southeast
Proposed UPP 1.5 MG
20''
12''
8''
6''
4''
24''
3''
16''
6''
6''
12''
4''
6''
8''
6''
20''
12''
4''
8''
6''
6''
4''
12''
8''
6''
6''
6''
6''
6''
12''
6''
8''
12''
6''
12''
6''
6''
6''
12''
4''
6''
4''
8''
8''
6''
6''
6''
20''
6''
6''
20''
6''
6''
8''
6''
6''
4''
6''
12''
6''
6''
6''
8''
12''
8''
6''
12''
8''
6''
12''
20''
8''
6''
6''
6''
6''8''
12''
8''
6''
12''
6''
20''
8''
12''
8''
6''
4''
12''
8''
8''
12''
6''
8''
8''
12''
8''
6''
6''
6''
12''
8''
8''
6''
8''
6''
20''
12''
6''
6''
6''
8''
8''
6''
12''
8''
8''
20''
12''
8''
12''
20''
12''
6''
6''
20''
12''
12''
6''
12'' 6''
12''
12''
6''
12''
6''
8''
8''
6''
6''
12''
6''
8''
12''
6''
12''
20''
12''
6''
20''
6''
12''
16"
20"
12"
24"
30"
18"
12"
30"
12"
16"
12"
16"
20"
12"
12"
16"
12"
12"
12"
12"
12"
12"
16"
12"
12"
12"
12"
12"
12"
12"
12"
12"
16"
12"
12"
12"
12"
12"
24"
12"
12"
12"
20"
16"
12"
20"
12"
12"
12"
12"
12"
12"
12"
12"
16"
16"
12"
12"
24"
16"
12"
16"
12"
12"
16"
12"
12"
16"
12"
12"
12"
12"
12"
12"
20"
30"
12"
16"
16"
12"
12"
12"
12"
20"
16"
16"
12"
12"
12"
16"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
24"
12"
18"
16"
12"
12"
12"
16"
12"
24"
20"
12"
12"
20"
12"
12"
16"
12"
12"
12"
12"
16"
20"
16"
12"
12"
12"
12"
16"
12"
12"
12"
12"
16"
20"
12"
12"
16"
12"
12"
16"
20"
12"
12"
20"
12"
16"
20"
24"
12"
16"12"
16"
12"
12"
12"
20"
12"
16"
20"
20"
12"
20"
12"
12"
20"
12"
12"
12"
12"
24"
12"
16"
12"
12"
16"
20"12"
16"
12"
12"
16"
12"
12"
16"
12"
20"
20"
20"
12"
12"
12" 20"
12"
12"
16"
16"
12"
12"
12"
12"
16"
12"
12"
16"
12"
12"
12"
16"
12"
16"
16"
12"
20"
12"
12"
12"
20"
12"
20"
12"
12"
24"
12"
12"
24"
12"
12"
12"
16"
12"
20"
16"
12"
16"
12"
12"
12"
12"
12"
12"
20"
12"
16"
12"
12"
12"
12"
16"
12"
12"
20"
30"
12"
12"
20"
16"
24"
12"
20"
12"
12"
12"
12"
16"
12"
16"
24"
30"
16"
16"
12"
12"
24"
24"
12"
12"
16"
16"
12"
12"
12"
16"
12"
12"
12"
12"
16"
12"
16"
12"
16"
16"
12"
20"
16"
16"
12"
16"
20"
12"
12"
12"
20"
16"
12"
12"
12"
12"
12"
16"
20"
24"
12"
12"
12"
12"
20"
12"
12"
16"
12"
16"
12"
6"
2"
8"
1"
4"
3"
10"
Unknown
6"
8"
8"
6"
8"
6"
6"
6"
6"
6"
6"
1"
8"
4"
8"
6"
6"
8"
6"
8"
6"
6"
8"
8"
6"
6"
8"
6"
6"
1"
6"
2"
6"
6"
6"
8"
3"
6"
6"
8"
6"
6"
6"
1"
6"
6"
6"
6"
8"
6"
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8"
6"
6"
6"
8"
8"
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8"
8"
1"
6"
8"
6"
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8"
8"
6"
1"
6"
6"
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2"
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8"
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6"
6"
6"
6"
6"
8"
8"
8"
6"
6"
8"
8"
6"
6"
6"
6"
8"
8"6"
6"
6"
6"
6"
8"
6"
6"
6"
8"
6"
8"
6"
6"
6"
8"
6"
8"
6"
8"
8"
8"
6"
8"
6"
6"
6"
4"
6"
6"
8"
6"
6"
8"
6"
6"
6"
8"
6"
6"
6"
8"
6"
8"
8"
6"
6"
6"
8"
6"
1"
2"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
8"
6"
6"
6"
8"
8"
6"
8"
6"
1"
6"
6"
6"
6"
6"
6"
8"
6"
8"
6"
6"
6"
8"
8"
6"
6"
6"
6"
8"
8"
8"
8"
6"
6"
2"
8"
6"
6"
6"
6"
6"8"
2"
8"
8"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
8"
6"
8"
6"
8"
6"
3"
6"
6"
8"
6"
8"
6"
6"
8"
6"
6"
8"
6"
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8"
6"
6"
3"
8"
6"
8"
6"
6"
8"
8"
8"
8"
6"
6"
6"
8"
8"
6"
8"
6"
8"
6"
8"
8"
6"
8"
6"
1"
6"
8"
8"
6"
6"
6"
6"
6"
6"
8"
6"
8"
6"
8"
8"
6"
6"
1"
2"
8"
1"
8"
6"
6"
8"
1"
8"
6"
6"
6"
6"
8"
8"
6"
8"
8"
6"
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8"
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6"
6"
6"
6"
8"
2"
6"
3"
6"
6"
8"
6"
8"
6"
6"
6"
8"
8"
6"
1"
8"
8"
8"
6"
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8"
6"
6"
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6"
8"
1"
1"
6"
6"
1"
6"
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2"
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6"
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3"
8"
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6"
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2"
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2"
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6"
1"
6"
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1"
8"
6"
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2"
6"
6"
2"
6"
10"
6"
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6"
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6"
6"
6"
6"
6"
8"
6"
6"
8"
6"
1"
8"
Unknown
8"
1"
6"
6"
8"
8"
8"
6"
6"
6"
6"
6"
8"
2"
6"
6"
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8"
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4"
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8"
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8"
6"
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1"
6"
6"
6"
10"
6"
8" 8"
6"
6"
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8"
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6"
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1"
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2"
3"
6"
6"
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6"
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1"
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8"
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6"
2"
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4"
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6"
6"
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8"
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2"
6"
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6"
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6"
8"
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8"
8"
8"
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6"
6"
6"
8"
8"
6"
8"
8"
4"
8"
6"
1"
6"
3"
2"
2"
8"8"
6"
8"
8"
6"
6"
3"
6"
6"
8"
8"
6"
8"
8"
8"
6"
8"
8"
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1"
8"
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6"
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6"
8"
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6"
6"
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6"
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6"
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2"
6"
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6"
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6"
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6"
8"
6"
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6"
8"
6"
6"8"
6"
4"
8"
8"
8"
6"
6"
6"
6"
8"
6"
1"
6"
6"
1"
8"
8"
6"
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2"
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6"
8"
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6"
1"
8"
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8"
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6"
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6"
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8"
8"
1"
6"
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10"
8"
6"
1"
8"
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8"
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6"
4"
8"
6"
6"
1"
8"
6"
6"
6"
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6"
8"
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6"
1"
8"
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1"
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6"
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2"
6"
6"
8"
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4"
8"
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1"
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4"
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8"
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2"
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6"
6"
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2"
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8"
6"
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6"
6"
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8"
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1"
6"
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6"
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8"
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8"
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6"
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8"
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6"
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6"
6"
8"
6"
6"
6"
6"
8"
1"
8"
6"
6"
8"
6"
6"
6"
6"
8"
6"
2"
6"
1"
6"
2"
8"
8"
6"
6"
1"
6"
6"
8"
1"
8"
6"
6"
8"
6"
8"
1"
3"
6"
8"
8"
6"
6"
6"
8"
8"
6"
8"
6"
6"
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8"
6"
8"
6"
1"
8"
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6"
6"
8"
6"
1"
8"
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6"
8"
6"
8"
8"
8"
6"
8"
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8"
1"
8"
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6"
6"
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8"
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2"
6"
2"
6"
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2"
6"
8"
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8"
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8"
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2"
6"
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8"
8"
6"
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8"
6"
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8"
6"
6"
8"
6"
6"
6"
6"
8"8"
6"
8"
4"
6"
4"
6"
3"
6"
6"
2"
6"
6"
6"
2"
6"
6"
6"
8"
6"
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4"
6"
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8"
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8"
8"
1"
6"
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6"
6"
6"
8"
6"
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6"
8"
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1"
6"
6"
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8"
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6"
8"
6"
6"
6"
1"
6"
8" 6"
6"
8"
8"
6"
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6"
6"
6"
6"
8"
6"
6"
2"
6"
6"
6"
6"
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6"
8"
3"
6"
8"
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6"
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6"
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1"
6"
8"
6"
6"
2"
6"
6"
6"
10"
8"
6"
6"
8"
8"
2"
2"
8"
6"
8"
6"
6"
6"
8"
6"
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6"
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8"
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8"
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6"
3"
6"
8"
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8"
6"
6"
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8"
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6"
6"
6"
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8"
8"
6"
2"
8"
6"
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8"
6"
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6"
6"
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6"
1"
6"
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6"
6"
6"
8"
6"
8"
8"
6"
4"
6"
6"
6"
8"
6"
8"
8"
1"
6"
8"
6"
8"
6"
1"
6"
8"
8"
8"
6"
8"
8"
6"
8"
6"
8"
6"
6"
6"
6"
10"
6"
6"
6"
6"
6"
8"
6"
6"
6"
8"
6"
8"
8"
6"
6"
8"
6"
1"
6"
6"
3"
6"
6"
6"
8"
6"
6"
8"
6"
6"
3"
6"
1"
8"
6"
6"
8"
1"
6"
8"
6"
6"
6"
8"
8"
8"
8"
6"
6"
6"
6"
4"
8"
8"
6"
8"
8"
6"
8"
1"
8"
8"
2"
6"6"
6"
6"
6"
2"
6"
8"
8"
6"
6"
8"
8"
6"
6"
6"
4"
3"
4"
6"
6"
8"
6"
6"
8"
8"
8"
6"
Ushy 190
E Rancier Ave
Sthy195
SWSYoungDr
IndianTrl
Battalion Ave
Clear Creek Rd
Tank Destroyer Blvd
HoodRd
N38thSt
Central Dr
S
AnnBlvd
Stonetre
e
Dr
NolaRuthBlvd
Mountain Lion Rd
S Roy Reynolds Dr
N
Central Texas Expy
W
Farm
To Market Road 2410
Terminal Ave
ClearCreekRd
Tank Destroyer Blvd
Ushy 190
TRIMMIERRD
CHAPARRAL RD
REESE CREEK RD
CLEAR CREEK RD
ROYREY
NOLDS
DR
LOWES
BLVD
SHIMLADR
TOWER HILL
LN
RIOBLVD
MONEYPITRD
LOOP RD
G
ROVE DR
NATURAL LN
OAKALLARD
BILLS
RD
SERPENTINE DR
SCARLET OAK
DR
WISTERIA LN
52NDST
CEDAR RIDGE CIR
HEREDITYLN
ROSIELN
FIGURE E-2
CITY OF KILLEEN
LEGEND
Minimum Pressures
!( Under 35 psi
!( 35 - 50 psi
!( 50 - 80 psi
!( 80 - 100 psi
!( Over 100 psi
(#
[Ú Pump Station
Streets
Railroad
Stream
Lake
Killeen City Limits
Killeen ETJ
I
PRESSURE PLANES
Airport
Lower
Middle
Upper
Job No.: KIL11275
0 2,200 4,400
SCALE IN FEET

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UT
UTUT
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UT
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[Ú
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(#
UT
(#
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(#
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(#
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(#
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20'' (LPP)
20'' (LPP)
1.0 MG Airport
(2) 1.5 MG McMillan
(2) 1,050 GPM Pumps
Rehabilitation
Capacity = 5.0 MGD
Pump Station # 4
(2) 2,550 GPM Pumps
Pump Station # 2
(3) 1,200 GPM Pumps
Pump Station # 6
(3) 3,500 GPM Pumps
BCWCID # 1
1.5 MG Bundrant
Pump Station # 5
(4) 2,100 GPM Pumps
Pump Station # 3
(4) 2,450 GPM Pumps
1.0 MG Rodeo
2.5 MG Southeast
Proposed UPP 1.5 MG
Ground Storage Tank
Proposed LPP 1.0 MG
20''
12''
16''
12'' (LPP)
8''
20'' (LPP)
6''
16''(LPP)
12'' (UPP)
12''
12''
12''
20''
8''
12''
12''
12''
6''
8''
12''
12''
8''
12''
12''
12''
16''
20''
12''
12''
12''
20''
20''
8''
6''
16''
12''
12''
12''
12''
6''
12''
8''
8''
12''
16''
12''
12''
16''
12''
8''
12''
8''
12''
12''
12''
6''
12''
12''
12''
12''
6''
12''
12''
12''
16''
20''
6''
12''
12'' 12''
12''
12''
12''
12''
12''
8''
12''
20''
12''
12''
12''
12''
20''
12''
12'' (UPP)
8''
12''
12''
12''
12''
12''
12''
12''
12''
12''
8''
6''
12''
12''
12''
12''
6''
12''
12'' (UPP)
20''
12''
12''
12''
12''
12''
8''
12''
12''
8''
12''
12''
12''
12''
16"
20"
12"
24"
30"
18"
12"
20"
12"
16"
24"
12"
24"
12"
12"
16"
12"
12"
12"
12"
12"
12"
24" 16"
20"
12"
20"
12"
12"
12"
12"
12"
12"
20"
12"
12"
16"
12"
12"
12"
16"
12"
16"
12"
12"
12"
12"
30"
16"
12"
12"
24"
12"
16"
12"
12"
20"
12"
12"
16"
12"
12"
16"
12"
12"
12"
12"
12"
12"
20"
12"
20"
20"
12"
12"
12"
20"
12"
20"
16"
16"
12"
20"
12"
20"
16"
16"
20"
12"
12"
16"
12"
12"
12"
16"
12"
12"
16"
12"
12"
12"
12"
16"
20"
12"
12"
12"
12"
12"
16"
24"
12"
16"
12"
12"
24"
12"
12"
24"
12"
12"
12"
12"
12"
12"
12"
12"
12"
16"
12"
16"
16"
12"
16"
12"
12"
12"
12"
12"
20"
12"
12"
12"
12"
16"
12"
12"
16"
12"
24"
12"
16"
12"
12"
12"
12"
12"
12"
12"
20"
12"
16"
20"
24"
12"
12"
20"
12"
12"
12"
20"
16"
12"
16"
12"
12"
20"
12"
20"
12"
20"
16"
20"
20"
12"
16"
12"
20"
12"
16"
12"
20"
24"
16"
12"
12"
16"
16"
12"
12"
12"
12"
12"
12"
16"
12"
12"
12"
12"
16"
16"
16"
12"
16"
12"
12"
20"
12"
16"
12"
12"
20"
16"
16"
16"
12"
12"
12"
20"
12"
12"
6"
2"
8"
1"
4"
3"
10"
Unknown
1"
6"
6"
6"
6"
10"
6"
6"
6"
6"
6"
8"
8"
6"
6"
6"
2"
8"
6"
8"
6"
6"
2"
8"
8"
6"
6"
6"
6"
8"
6"
8"
6"
6"
6"
6"
8"
6"
8"
1"
8"
6"
1"
8"
6"
8"
6"
6"
6"
6"
8"
6"
8"
8"
6"
6"
3"
6"
6"
6"
6"
8"
8"
8"
6"
6"
8"
8"
8"
8"
6"
6"
6"
6"
6"
6"
6"
8"
6"
8"
1"
8"
6"
8"
2"
6"
8"
6"
8"
6"
8"
6"
6"
6"
8"
8"
6"
6"
8"
6"
6"
6"
8"
6"
8"
6"
6"
8"
8"
6"
6"
8"
1"
8"
8"
2"
8"
6"
6"
8"
6"
8"
8"
8"
6"
6"
6"
6"
6"
1"
6"
6"
6"
2"
6"
6"
8"
6"
2"
8"
4"
3"
8"
8"
6"
2"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
6"
8"
6"
8"
6"
6"
6"
6"
6"
8"
6"
8"
6"
6"
8"
8"
8"
2"
1"
8"
6"
6"
8"
8"
1"
6"
8"
8"
6"
6"
8"
8"
8"
8"
6"
6"
6"
8"
6"
6"
8"
6"
8"
6"
8"
6"
6"
6"
6"
6"
6"
6"
8"
8"
6"
8"
6"
8"
3"
2"
8"
6"
3"
8"
8"
8"
8"
8"
6"
6"
6"
6"
6"
6"
8"
8"
8"
8"
6"
8"
8"
6"
8"
8"
8"
6"
6"
8"
6"
8"
2"
6"
6"
6"
8"
8"
6"
8"
6"
2"
6"
6"
6"
6"
8"
1"
6"
8"
6"
6"
8"
8"
8"
6"
6"
6"
6"
6"
6"
6"
6"
1"
6"
6"
6"
6"
6"
6"
1"
8"
8"
6"
8"
8"
6"
6"
6"
1"
6"
6"
6"
6"
6"
8"
8"
8"
8"
8"
3"
6"
6"
6"
8"
8"
6"
6"
8"
6"
6"
8"
6"
8"
6"
6"
6"
6"
8"
8"
6"
8"
6"
6"
6"
6"
8"
6"
8"
6"
6"
8"
6"
8"
8"
6"
6"
8"
8"
6"
8"
6"
6"
8"
8"
6"
6"
6"
6"
1"
8"
4"
6" 6"
6"
8"
6"
8"
6"
8"
6"
6"
6"
6"
6"
8"
8"
1"
6"
6"
6"
8"
8"
8"
8"
8"
8"
6"
6"
6"
Unknown
8"
8"
8"
6"
6"
8"
6"
6"
6"
8"
6"
6"
6"
8"
8"
6"
8"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
8"
8"
6"
8"
8"
3"
8"
6"
6"
6"
8"
6"
6"
6"
1"
6"
6"
8"
6"
6"
6"
8"
8"
8"
8"
1"
8"
8"
8"
8"
8"
6"
6"
8"
6"
6"
6"
6"
8"
3"
6"
1"
8"
6"
8"
6"
6"
6"
6"
6"
6"
8"
6"
6"
8"
8"
6"
6"
6"
6"
6"
8"
6"
6"
1"
8"
8"
6"
4"
6"
6"
8"
8"
6"
8"
8"
6"
6"
8"
6"
6"
6"
8"
8"
8"
3"
2"
6"
6"
8"
8"
8"
6"
8"
8"
8"
6"
8"
6"
6"
8"
6"
6"
8"
6"
8"
6"
6"
6"
6"
8"
6"
6"
8"
6"
6"
8"
6"
6"
6"
6"
8"
6"
8"
8"
6"
6"
6"
6"
8"
8"
6"
8"
8"
4"
6"
6"
2"
6"
6"
1"
6"
2"
2"
2"
6"
8"
6"
8"
8"
6"
6"
6"
6"
8"
8"
6"
1"
6"
1"
8"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
8"
8"
6"
8"
6"
6"
8"
8"
6"
8"
6"
6"
6"
6"
8"
8"
2"
6"
8"
6"
6"
8"
6"
6"
8"
8"
8"
1"
2"
8"
6"
8"
8"
6"
8"
1"
8"
6"
6"
1"
6"
6"
8"
8"
6"
8"
8"
6"
6"
8"
6"
8"
3"
4"
6"
8"
6"
1"
8"
8"
8"
8"
8"
3"
8"
6"
2"
2"
1"
6"
6"
6"
6"
6"
6"
8"
8"
8"
2"
6"
6"
6"
3"
8"
8"
8"
6"
6"
6"
6"
8"
8" 8"
8"
6"
6"
6"
6"
6"
6"
6"
8"
6"
8"
6"
6"
8"
6"
6"
8"
6"
8"
8"
8"
8"
8"
8"
6"
6"
8"
6"
6"
1"
8"
2"
8"
6"
6"
6"
8"
8"
2"
6"
6"
6"
6"
6"
6"
6"
6"
8"
8"
2"
8"
8"
8"
8"
1"
8"
8"
8"
6"
6"
6"
6"
8"
4"
3"
1"
6"
2"
8"
6"
6"
6"
4"
8"
1"
6"
6"
6"
6"
8"
8"
6"
8"
6"
2"
6"
6"
2"
6"
6"
8"
8"
2"
6"
6"
8"
6"
6"
6"
6"
3"
8"
2"
6"
2"
6"
8"
8"
6"
8"
6"
2"
8"
8"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
8"
8"
6"
6"
8"
6"
8"
6"
6"
6"
8"
2"
6"
6"
6"
8"
6"
6"
6"
8"
8"
8"
6"
8"
10" 6"
6"
6"
8"
8"
6"
6"
8"
6"
8"
6"
8"
6"
8"
6"
6"
6"
8"
6"
6"
6"
4"
6"
6"
8"
8"
6"
6"
6"
1"
6"
6"
6"
6"
6"
6"
8"
8"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
1"
6"
6"
6"
6"
4"
8"
8"
6"
2"
8"
6"
1"
6"
6"8"
6"
8"
6"
6"
6"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
1"
6"
8"
Sthy195
Ushy 190
E Rancier Ave
SWSYoungDr
Battalion Ave
Farm
To Market Road 2484
Clear Creek Rd
HoodRd
Tank Destroyer Blvd
In
dia
n
Trl
Central Dr
S
AnnBlvd
Mountain Lion Rd
S Roy Reynolds
D
r
N
C
entral Texas Expy
W
Farm
To
Market Road 2410
Farm
To Market R
oad
439
FarmToMarketRoad440
Terminal Ave
Sthy195
Tank Destroyer Blvd
Farm
To
M
arketRoad
440
ClearCreekRd
Ushy 190
FORT
HOOD
ST
TRIMMIERRD
CHAPARRAL RD
REESE CREEK RD
SHIMLADR
M
ONEYPITRD
OAKALLARD
CEDAR RIDGE CIR
PLAZA DR
FORTHOOD
ST
FIGURE E-3
CITY OF KILLEEN
LEGEND
Minimum Pressures
!( Under 35 psi
!( 35 - 50 psi
!( 50 - 80 psi
!( 80 - 100 psi
!( Over 100 psi
(#
UT Existing EST
UT Existing GST
Street
Railroad
Stream
Lake
Killeen City Limit
Killeen ETJ
I
PRESSURE PLANES
Airport
Lower
Middle
Upper
Job No.: KIL11275
0 2,800 5,600
SCALE IN FEET

UT
UTUT
UTUT
UT
UTUTUT
UTUT
[Ú
[Ú
[Ú
[Ú
[Ú
[Ú
(#
UT
(#
UT
(#
UT
(#
UT
(#
UT
UT
[Ú
1.0 MG Airport
(2) 1.5 MG McMillan
(2) 1,050 GPM Pumps
Pump Station # 4
(4) 2,550 GPM Pumps
Pump Station # 2
(3) 1,200 GPM Pumps
Pump Station # 6
(3) 3,500 GPM Pumps
BCWCID # 1
0.25 MG Park Street
1.5 MG Bundrant
Pump Station # 5
(3) 2,100 GPM Pumps
Pump Station # 3
(4) 2,450 GPM Pumps
1.0 MG Rodeo
2.5 MG Southeast
20''
12''
8''
6''
4''
24''
16''
6''
6''
4''
6''
6''
4''
6''
6''
4''
6''
8''
8''
20''
6''
6''
8''
6''
12''
8''
12''
12''
20''
6''
6''
6''
8''
6''6''
12''
6''
8''
8''
12''
12''
6''
6''
6''
8''
12''
6''
12''
8''
8''
8''
6''
12''
4''
6''
6''
8''
12''
20''
8''
6''
20''
6''
6''
12''
8''
6''
6''
12''
8''
8''
16"
20"
12"
24"
30"
18"
16"
20"
16"
12"
12"
16"
12"
12"
16"
12"
16"
16"
16"
20"
12"
12"
12"
12"
12"
16"
16"
16"
16"
12"
12"
12"
12"
12"
12"
12"
12"
24"
12"
12"
12"
30"
12"
24"
12"
16"
12"
12"
12"
12"
12"
24"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
20"
16"
12"
12"
12"
16"
12"
12"
12"
12"
16"
12"
12"
12"
16"
12"
16"
12"
20"
16"
12"
12"
12"
24"
16"
16"
16"
12"
12"
16"
12"
16"
12"
12"
20"
16"
16"
16"
12"
24"
16"
12"
16"
12"
12"
12"
20"
24"
16"
12"
12"
12"
12"
12"
16"
12"
12"
30"
20"
16"
12"
12"
16"
16"
12"
12"
12"
12"
12"
16"
12"
12"
12"
12"
30"
12"
30"
12"
12"
20"
20"
12"
20"
12"
12"
16"
12"
12"
12"
12"
12"
12"
12"
16"
12"
16"
12"
12"
12"
24"
12"
20"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
20"
12"
16"
12"
16"
24"
20"
12"
12"
12"
16"
16"
12"
24"
12"
16"
12"
12"
12"12"
20"
12"
16"
16"
12"
12"
12"
12"
12"
12"
12"
12"
12"
24"
12"
20"
16"
16"24"
20"
16"
12"
12"
12"
16"
16"
20"
16"
12"
12"
12"
12"
16"
16"
20"
12"
12"
12"
12"
12"
12"
20"
12"
24"
12"
12"
12"
20"
20"
16"
16"
12"
20"
12"
12"
12"
12"
12"
16"
12"
12"
12"
12"
12"
16"
16"
12"
20"
20"
12"
20"
16"
20"
16"
16"
12"
16"
16"
12"
12"
12"
16"
12"
16"
12"
16"
12"
16"
12"
12"
20"
12"
12"
12"
12"
12"
12"
12"
12"
16"
12"
12"
16"
12"
12"
20"
12"
12"
16"
12"
12"
12"
12"
12"
12"
16"
16"
12"
20"
20"
16"
12"
12"
20"
12"
16"
24"
12"
20"
12"
12"
20"
16"
12"
16"
20"
12"
12"
20"
12"
12"
6"
2"
8"
1"
4"
3"
10"
Unknown
6"
6"
8"
8"
6"
6"
6"
6"
2"
8"
8"
8"
4"
8"
6"
1"
8"
8"
6"
6"
8"
6"
6"
8"
8"
8"
6"
6"
8"
6"
8"
8"
2"
6"
6"
8"
6"
6"
8"
6"
8"
6"
8"
8"
8"
8"
6"
6"
1"
8"
8"
3"
8"
6"
8"
6"
6"
6"
8"
6"
6"
6"
4"
6"
6"
6"
8"
8"
6"
6"
2"
3"
6"
6"
8"
6"
1"
8"
6"
8"
8"
6"
6"
6"
6"
6"
8"
8"
8"
6"
2"
6"
6"
6"
6"
6"
8"
6"
8"
6"
8"
8"
6"
8"
6"
6"
6"
6"
6"
6"
2"
6"
8"
6"
6"
6"
6"
6"
6"
6"
1"
8"
8"
8"
6"
6"
1"
6"
8"
6"
6"
8"
8"
6"
6"
6"
8"
6"
8"
6"
6"
6"
6"
6"
8"
3"
2"
8"
6"
6"
6"
6"
8"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
8"
6"
8"
8"
8"
8"
6"
1"
8"
6"
8"
8"
8"
6"
6"
8"
10"
8"
6"
8"
8"
6"
6"
8"
8"
8"
8"
6"
8"
6"
8"
8"
6"
6"
8"
6"
6"
6"
6"
6"
8"
6"
8"
8"
8"
8"
6"
6"
6"
6"
8"
6"
8"
6"
6"
3"
6"
8"
6"
6"
6"
8"
8"
8"
8"
1"
8"
6"
8"
6"
6"
8"
6"
6"
8"
6"
8"
8"
1"
6"
6"
6"
6"
6"
8"
6"
8"
8"
8"
6"
8"
8"
6"
6"
6"
8"
8"
6"
6"
8"
6"
6"
6"
6"
1"
3"
6"
8"
6"
6"
6"
8"
8"
1"
8"
6"
6"
6"
8"
6"
8"
6"
8"
6"
6"
6"
8"
6"
8"
8"
8"
6"
8"
8"
6"
8"
2"
8"
8"
8"
6"
6"
1"
6"
3"
2"
6"
8"
6"
6"
2"
6"
6"
6"
6"
8"
2"
6"
6"
6"
8"
8"
6"
8"
8"
6"
6"
6"
8"
2"
6"
8"
6"
8"
6"
6"
8"
1"
8"
6"
8"
1"
6"
8"
6"
10"
6"
8"
8"
6"
6"
8"
6"
8"
8"
6"
8"
6"
8"
6"
6"
8"
1"
6"
6"
8"
8"
6"
6"
6"
6"
8"
1"
3"
6"
8"
6"
6"
6"
1"
2"
6"
6"
6"
1"
6"
8"8"
8"
8"
8"
6"
6"
6"
6"
8"
8"
6"
6"
6"
3"
8"
6"
6"
6"
6"
6"
4"
6"
8"
8"
6"
8"
6"
6"
8"
3"
6"
6"
6"
6"
6"
6"
8"
6"
6"
8"
6"
8"
6"
8"
6"
8"
6"
1"
8"
6"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
8"
6"
8"
8"
6"
8"
8"
6"
8"
8"
8"
8"
1"
6"
6"
8"
6"
6"
8"
1"
8"8"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
6"
8"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
8"
6"
6"
8"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
8"
6"
6"
1"
6"
3"
6"
6"
6"
6"
6"
6"
8"
8"
8"
6"
8"
6"
6"
6"
6"
8"
8"
6"
6"
8"
8"
6"
6"
8"
6"
6"
8"
8"
1"
8"
6"
4"
8"
6"
8"
8"
8"
6"
6"
8"
6"
6"
6"
8"
8"
1"
6"
6"
8"
8"
1"
1"
8"
6"
6"
8"
6"
8"
6"
6"
1"
6"
6"
8"
6"
8"
2"
6"
8"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
2"
6"
6"
6"
8"
8"
8"
6"
4"
8"
6"
6"
6"
8"
6"
6"
6"
6"
8"
8"
6"
6"
6"
8"
6"
1"
6"
6"
6"
2"
2"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
1"
8"
4"
6"
8"
1"
6"
6"
6"
4"
8"
8"
6"
8"
6"
2"
6"
6"
8"
8"
6"
6"
8"
6"
8"
8"
8"
8"
8"
1"
8"
6"
6"
8"
6"
8"
8"
6"
6"
6"
8"
6"
6"
6"
4"
8"
8"
8"
8"
6"
6"
8"
8"
8"
6"
8"
8"
8"
8"
8"
8"
6"
6"
6"
8"
6"
6"
6"
6"
6"
2"
6"
6"
6"
1"
6"
6"
8"
8"
1"
8"
Unknown
8"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
8"
6"
8"
6"
8"
6"
6"
2"
6"
6"
6"
6"
10"
6"
8"
6"
8"
8"
8"
6"
8"
6"
6"
8"
6"
6"
8"
8"
6"
1"
6"
6"
8"
8"
8"
8"
4"
1"
6"
8"
6"
6"
6"
8"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
10"
4"
6"
6"
8"
6"
6"
8"
6"
6"
8"
6"
6"
6"
6"
6"
8"
6"
8"
8"
6"
6"
8"
8"
1"
6"
1"
10"
6"
6"
6"
6"
6"
6"
8"
6"
6"
8"
8"
6"
8"
8"
8"
8"
8"
6"
6"
6"
6"
2"
8"
8"
6"
6"
8"
6"
8"
6"
2"
6"
6"
10"
6"
6"
2"
6"
6"
6"
8"
6"
6"
6"
6"
6"
8"
2"
6"
3"
6"
6"
6"
6"
8"
6"
8"
6"
6"
6"
6"
6"
8"
6"
6"
8"
1"
8"
6"
8"
8"
8"
6"
8"
6"
6"
6"
8"
6"
6"
6"
8"
8"
6"
8"
6"
8"
6"
6"
8"
6"
8"
8"
8"
8"
1"
8"
6"
8"
1"
8"
8"
6"
8"
6"
6"
8"
8"
6"
6"
8"
6"
6"
8"
6"
6"
8"
6"
6"
8"
6"
6"
8"
8"
6"
8"
6"
6"
6"
4"
8"
6"
6"
6"
6"
6"
8"
8"
1"
6"
8"
6"
6"
8"
6"
8"
6"
4"
6"
8"
8"
10"
6"
6"
6"
3"
8"
6"
8"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
6"
6"
8"
2"
6"
6"
6"
6"
6"
2"
3"
6"
8"
6"
8"
6"
1"
2"
6"
6"
8"
8"
6"
6"
6"
6"
8"
8"
6"
1"
6"
1"
8"
8"
6"
8"
8"
8"
6"
8"
6"
6"
6"
6"
6"
6"
6"
2"
1"
8"
2"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
8"
8"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
8"
8"
8"
6"
8"
8"
1"
8"
6"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
2"
8"
8"
8"
8"
8"
6"
8"
8"
6"
6"
6"
8"
8"
2"
6"
3"
6"
8"
1"
6"
6"
6"
8"
6"
6"
6"
2"
6"
8"
6"
6"
6"
6"
6"
8"
8"
8"
8"
6"
8"
8"
6"
6"
6"
6"
6"
6"
8"
2"
2"
4"
8"
8"
8"
6"
6"
6"
8"
8"
8"
6"
8"
6"
6"
8"
6"
6"
6"
8"
6"
6"
6"
6"
8"
8"
2"
6"
6"
6"
2"
6"
6"
6"
8"
8"
6"
8"
6"
6"
2"
8"
8"
8"
8"
8"
6"
6"
6"
1"
8"
8"
6"
8"
8"
2"
8"
8"
6"
6"
8"
6"
8"
6"
2"
6"
8"
8"
8"
8"
6"
8"
6"
6"
8"
6"
4"
6"
3"
8"
1"
6"
6"
6"
8"
6"
6"
8"
8"
8"
6"
8"
6"
2"
8"
8"
6"
6"
6"
6"
6"
8"
8"
10"
8"
6"
8"
6"
8"
8"
8"
6"
6"
8"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
8"
6"
6"
6"
8"
8"
6"
2"
6"
8"
6"
8"
6"
6"
8"
8"
6"
8"
6"
2"
8"
6"
8"
6"
6"
8" 8"
6"
8"
3"
8"
6"
6"
8"
8"
1"
6"
8"
6"
6"
6"
8"
6"
6"
6"
6"
8"
8"
2"
6"
8"
6"
8"
1"
6"
4"
6"
6"
6"
6"
6"
6"
6"
6"
6"
2"
6"
8"
8"
8"
6"
6"
1"
6"
6"
3"
6"
6"
8"
2"
8"
6"
6"
6"
8"
6"
6"
8"
8"
8"
6"
6"
6"
6"
8"
6"
2"
1"
6"
6"
8"
6"
6"
6"
8"
6"
6"
6"
6"
6"
8"
1"
6"
6"
8"
6"
6"
6"
6"
2"
1"
6"
8"
6"
6"
8"
8"
8"
8"
6"
8"
8"
6"
6"
8"
6"
4"
6"
4"
6"
6"
6"
6"
8"
2"
6"
8"
8"
6"
8"
8"
8"
6"
6"
8"
2"
3"
1"
6"
6"
6"
6"
8"
8"
6"
8"
6"
8"
6"
6"
6"
8"
8"
1"
8"
6"
8"
8"
6"
8"
6"
6"
8"
8"
8"
8"
8"
6"
6"
8"
6"
6"
6"
6"
8"
2"
8"
6"
6"
6"
6"
Ushy 190
E Rancier Ave
Sthy195
SWSYoungDr
IndianTrl
Battalion Ave
Clear Creek Rd
Tank Destroyer Blvd
HoodRd
Central Dr
S
AnnBlvd
NRoyReynoldsDr
Stonetree
Dr
NolaRuthBlvd
Mountain Lion Rd
S Roy Reynolds Dr
N
Central Texas Expy
W
Farm
To Market Road 2410
Terminal Ave
Ushy 190
Tank Destroyer Blvd
ClearCreekRd
TRIMMIERRD
CHAPARRAL RD
REESE CREEK RD
CLEAR CREEK RD
ROYREY
NOLDS
DR
LOWES
BLVD
SHIMLADR
TOWER HILL
LN
RIOBLVD
MONEYPITRD
LOOP RD
G
ROVE DR
NATURAL LN
OAKALLARD
BILLS
RD
SERPENTINE DR
SCARLET OAK
DR
52NDST
CEDAR RIDGE CIR
HEREDITYLN
ROSIELN
HACKBERRY
DR
FIGURE E-4
CITY OF KILLEEN
2017 WATER SYSTEM
AVAILABLE FIRE FLOW
LEGEND
(#
[Ú Pump Station
Streets
Railroad
Stream
Lake
Killeen City Limits
Killeen ETJ
I
AVAILABLE FIRE FLOW
Less than 500 gpm
500 - 1,000 gpm
1,000 - 2,000 gpm
2,000 - 3,500 gpm
Job No.: KIL11275
Location: H:W_WW_PLANNINGDELIVERABLES11-Final_W_WW_Report(Figure-E-4)-Available_FireFlow_2017.mxd
0 2,200 4,400
SCALE IN FEET

UT
UTUT
UTUT
UT
UTUTUT
UTUT
[Ú
[Ú
[Ú
[Ú
[Ú
[Ú
(#
UT
(#
UT
(#
UT
(#
UT
(#
UT
UT
[Ú
UT
1.0 MG Airport
(2) 1.5 MG McMillan
(2) 1,050 GPM Pumps
Rehabilitation
Capacity = 5.0 MGD
Pump Station # 4
(2) 2,550 GPM Pumps
Pump Station # 2
(3) 1,200 GPM Pumps
Pump Station # 6
(3) 3,500 GPM Pumps
BCWCID # 1
0.25 MG Park Street
1.5 MG Bundrant
Pump Station # 5
(3) 2,100 GPM Pumps
Pump Station # 3
(4) 2,450 GPM Pumps
1.0 MG Rodeo
2.5 MG Southeast
Proposed UPP 1.5 MG
20''
12''
8''
6''
4''
24''
3''
16''
6''
6''
12''
4''
6''
8''
6''
20''
12''
4''
8''
6''
6''
4''
12''
8''
6''
6''
6''
6''
6''
12''
6''
8''
12''
6''
12''
6''
6''
6''
12''
4''
6''
4''
8''
8''
6''
6''
6''
20''
6''
6''
20''
6''
6''
8''
6''
6''
4''
6''
12''
6''
6''
6''
8''
12''
8''
6''
12''
8''
6''
12''
20''
8''
6''
6''
6''
6''8''
12''
8''
6''
12''
6''
20''
8''
12''
8''
6''
4''
12''
8''
8''
12''
6''
8''
8''
12''
8''
6''
6''
6''
12''
8''
8''
6''
8''
6''
20''
12''
6''
6''
6''
8''
8''
6''
12''
8''
8''
20''
12''
8''
12''
20''
12''
6''
6''
20''
12''
12''
6''
12'' 6''
12''
12''
6''
12''
6''
8''
8''
6''
6''
12''
6''
8''
12''
6''
12''
20''
12''
6''
20''
6''
12''
16"
20"
12"
24"
30"
18"
12"
30"
12"
16"
12"
16"
20"
12"
12"
16"
12"
12"
12"
12"
12"
12"
16"
12"
12"
12"
12"
12"
12"
12"
12"
12"
16"
12"
12"
12"
12"
12"
24"
12"
12"
12"
20"
16"
12"
20"
12"
12"
12"
12"
12"
12"
12"
12"
16"
16"
12"
12"
24"
16"
12"
16"
12"
12"
16"
12"
12"
16"
12"
12"
12"
12"
12"
12"
20"
30"
12"
16"
16"
12"
12"
12"
12"
20"
16"
16"
12"
12"
12"
16"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
24"
12"
18"
16"
12"
12"
12"
16"
12"
24"
20"
12"
12"
20"
12"
12"
16"
12"
12"
12"
12"
16"
20"
16"
12"
12"
12"
12"
16"
12"
12"
12"
12"
16"
20"
12"
12"
16"
12"
12"
16"
20"
12"
12"
20"
12"
16"
20"
24"
12"
16"12"
16"
12"
12"
12"
20"
12"
16"
20"
20"
12"
20"
12"
12"
20"
12"
12"
12"
12"
24"
12"
16"
12"
12"
16"
20"12"
16"
12"
12"
16"
12"
12"
16"
12"
20"
20"
20"
12"
12"
12" 20"
12"
12"
16"
16"
12"
12"
12"
12"
16"
12"
12"
16"
12"
12"
12"
16"
12"
16"
16"
12"
20"
12"
12"
12"
20"
12"
20"
12"
12"
24"
12"
12"
24"
12"
12"
12"
16"
12"
20"
16"
12"
16"
12"
12"
12"
12"
12"
12"
20"
12"
16"
12"
12"
12"
12"
16"
12"
12"
20"
30"
12"
12"
20"
16"
24"
12"
20"
12"
12"
12"
12"
16"
12"
16"
24"
30"
16"
16"
12"
12"
24"
24"
12"
12"
16"
16"
12"
12"
12"
16"
12"
12"
12"
12"
16"
12"
16"
12"
16"
16"
12"
20"
16"
16"
12"
16"
20"
12"
12"
12"
20"
16"
12"
12"
12"
12"
12"
16"
20"
24"
12"
12"
12"
12"
20"
12"
12"
16"
12"
16"
12"
6"
2"
8"
1"
4"
3"
10"
Unknown
6"
8"
8"
6"
8"
6"
6"
6"
6"
6"
6"
1"
8"
4"
8"
6"
6"
8"
6"
8"
6"
6"
8"
8"
6"
6"
8"
6"
6"
1"
6"
2"
6"
6"
6"
8"
3"
6"
6"
8"
6"
6"
6"
1"
6"
6"
6"
6"
8"
6"
8"
8"
6"
6"
6"
8"
8"
8"
8"
8"
1"
6"
8"
6"
6"
8"
8"
6"
1"
6"
6"
8"
2"
6"
8"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
8"
8"
8"
6"
6"
8"
8"
6"
6"
6"
6"
8"
8"6"
6"
6"
6"
6"
8"
6"
6"
6"
8"
6"
8"
6"
6"
6"
8"
6"
8"
6"
8"
8"
8"
6"
8"
6"
6"
6"
4"
6"
6"
8"
6"
6"
8"
6"
6"
6"
8"
6"
6"
6"
8"
6"
8"
8"
6"
6"
6"
8"
6"
1"
2"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
8"
6"
6"
6"
8"
8"
6"
8"
6"
1"
6"
6"
6"
6"
6"
6"
8"
6"
8"
6"
6"
6"
8"
8"
6"
6"
6"
6"
8"
8"
8"
8"
6"
6"
2"
8"
6"
6"
6"
6"
6"8"
2"
8"
8"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
8"
6"
8"
6"
8"
6"
3"
6"
6"
8"
6"
8"
6"
6"
8"
6"
6"
8"
6"
6"
8"
6"
6"
3"
8"
6"
8"
6"
6"
8"
8"
8"
8"
6"
6"
6"
8"
8"
6"
8"
6"
8"
6"
8"
8"
6"
8"
6"
1"
6"
8"
8"
6"
6"
6"
6"
6"
6"
8"
6"
8"
6"
8"
8"
6"
6"
1"
2"
8"
1"
8"
6"
6"
8"
1"
8"
6"
6"
6"
6"
8"
8"
6"
8"
8"
6"
6"
8"
6"
6"
6"
6"
6"
8"
2"
6"
3"
6"
6"
8"
6"
8"
6"
6"
6"
8"
8"
6"
1"
8"
8"
8"
6"
8"
8"
6"
6"
6"
6"
8"
1"
1"
6"
6"
1"
6"
6"
8"
2"
8"
6"
6"
8"
8"
8"
6"
8"
6"
6"
8"
6"
8"
8"
6"
6"
6"
6"
6"
6"
6"
8"
8"
6"
6"
6"
6"
6"
8"
8"
8"
2"
6"
8"
6"
6"
8"
8"
8"
6"
6"
6"
6"
8"
8"
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
8"
6"
8"
6"
6"
8"
6"
8"
6"
8"
6"
6"
8"
8"
6"
8"
8"
6"
6"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
6"
6"
6"
6"
3"
8"
8"
8"
8"
6"
6"
8"
8"
6"
8"
8"
6"
6"
6"
6"
6"
6"
8"
8"
8"
2"
8"
8"
3"
8"
6"
8"
6"
6"
8"
8"
8"
2"
6"
8"
6"
6"
6"
1"
6"
6"
1"
8"
6"
8"
6"
6"
8"
6"
6"
8"
6"
8"
6"
2"
6"
6"
2"
6"
10"
6"
8"
8"
6"
8"
8"
8"
8"
6"
6"
8"
8"
6"
8"
8"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
8"
6"
1"
8"
Unknown
8"
1"
6"
6"
8"
8"
8"
6"
6"
6"
6"
6"
8"
2"
6"
6"
6"
8"
6"
6"
6"
8"
6"
6"
6"
8"
8"
6"
8"
6"
6"
6"
6"
6"
6"
8"
4"
6"
8"
6"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
8"
8"
8"
6"
10"
8"
6"
6"
1"
6"
6"
6"
10"
6"
8" 8"
6"
6"
6"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
8"
8"
6"
8"
6"
8"
8"
6"
8"
1"
8"
6"
2"
3"
6"
6"
6"
8"
6"
8"
1"
8"
6"
6"
8"
6"
6"
6"
6"
8"
10"
6"
2"
6"
6"
6"
6"
6"
6"
6"
8"
8"
8"
8"
8"
6"
8"
8"
6"
8"
6"
6"
8"
6"
6"
8"
6"
8"
6"
4"
6"
6"
6"
6"
8"
8"
2"
6"
8"
6"
6"
8"
6"
8"
8"
6"
8"
6"
6"
6"
8"
8"
8"
6"
6"
6"
6"
6"
8"
8"
6"
8"
8"
4"
8"
6"
1"
6"
3"
2"
2"
8"8"
6"
8"
8"
6"
6"
3"
6"
6"
8"
8"
6"
8"
8"
8"
6"
8"
8"
8"
1"
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
6"
6"
8"
6"
8"
8"
6"
8"
2"
6"
8"
6"
6"
8"
6"
8"
6"
8"
8"
6"
8"
6"
6"
6"
8"
8"
6"
8"
6"
6"
6"
6"
6"
8"
6"
6"
6"
8"
6"
6"8"
6"
4"
8"
8"
8"
6"
6"
6"
6"
8"
6"
1"
6"
6"
1"
8"
8"
6"
6"
6"
6"
8"
6"
6"
8"
6"
2"
6"
8"
6"
8"
6"
6"
6"
8"
6"
8"
6"
8"
6"
8"
6"
8"
6"
8"
8"
8"
8"
6"
8"
6"
6"
6"
6"
8"
8"
6"
8"
6"
8"
6"
8"
6"
8"
6"
8"
6"
8"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
6"
6"
8"
8"
8"
6"
1"
8"
8"
6"
8"
6"
6"
6"
6"
8"
8"
6"
8"
6"
8"
8"
8"
1"
6"
8"
8"
10"
8"
6"
1"
8"
6"
6"
6"
8"
6"
6"
4"
8"
6"
6"
1"
8"
6"
6"
6"
6"
6"
8"
6"
6"
1"
8"
8"
8"
1"
8"
6"
6"
8"
8"
2"
6"
6"
8"
6"
4"
8"
6"
8"
6"
8"
8"
6"
8"
6"
6"
1"
8"
8"
6"
4"
6"
6"
6"
6"
6"
6"
8"
8"
8"
6"
8"
6"
6"
6"
8"
8"
6"
6"
8"
8"
6"
8"
6"
8"
8"
2"
8"
6"
8"
6"
6"
6"
2"
8"
8"
6"
6"
6"
6"
6"
6"
8"
8"
1"
6"
8"
8"
8"
6"
6"
8"
6"
6"
6"
6"
8"
6"
8"
6"
6"
6"
6"
6"
6"
8"
8"
6"
8"
8"
6"
6"
8"
8"
6"
8"
6"
6"
6"
8"
6"
6"
6"
6"
8"
1"
8"
6"
6"
8"
6"
6"
6"
6"
8"
6"
2"
6"
1"
6"
2"
8"
8"
6"
6"
1"
6"
6"
8"
1"
8"
6"
6"
8"
6"
8"
1"
3"
6"
8"
8"
6"
6"
6"
8"
8"
6"
8"
6"
6"
6"
8"
6"
8"
6"
1"
8"
6"
6"
6"
8"
6"
1"
8"
6"
6"
8"
6"
8"
8"
8"
6"
8"
6"
8"
1"
8"
8"
8"
8"
6"
6"
8"
8"
8"
2"
6"
2"
6"
6"
2"
6"
8"
6"
8"
8"
8"
8"
6"
2"
6"
6"
6"
6"
8"
8"
6"
6"
8"
6"
8"
8"
6"
6"
8"
6"
6"
6"
6"
8"8"
6"
8"
4"
6"
4"
6"
3"
6"
6"
2"
6"
6"
6"
2"
6"
6"
6"
8"
6"
6"
6"
4"
6"
6"
8"
8"
6"
8"
8"
1"
6"
6"
6"
6"
6"
8"
6"
6"
6"
8"
6"
1"
6"
6"
6"
8"
6"
6"
8"
6"
6"
6"
1"
6"
8" 6"
6"
8"
8"
6"
6"
6"
6"
6"
6"
8"
6"
6"
2"
6"
6"
6"
6"
6"
6"
8"
3"
6"
8"
8"
6"
6"
6"
8"
1"
6"
8"
6"
6"
2"
6"
6"
6"
10"
8"
6"
6"
8"
8"
2"
2"
8"
6"
8"
6"
6"
6"
8"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
8"
8"
6"
6"
6"
6"
6"
8"
6"
8"
6"
6"
8"
8"
8"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
8"
8"
8"
6"
6"
3"
6"
8"
8"
8"
6"
6"
8"
8"
6"
6"
6"
6"
6"
6"
8"
8"
6"
2"
8"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
6"
8"
6"
8"
6"
1"
6"
8"
6"
6"
6"
8"
6"
8"
8"
6"
4"
6"
6"
6"
8"
6"
8"
8"
1"
6"
8"
6"
8"
6"
1"
6"
8"
8"
8"
6"
8"
8"
6"
8"
6"
8"
6"
6"
6"
6"
10"
6"
6"
6"
6"
6"
8"
6"
6"
6"
8"
6"
8"
8"
6"
6"
8"
6"
1"
6"
6"
3"
6"
6"
6"
8"
6"
6"
8"
6"
6"
3"
6"
1"
8"
6"
6"
8"
1"
6"
8"
6"
6"
6"
8"
8"
8"
8"
6"
6"
6"
6"
4"
8"
8"
6"
8"
8"
6"
8"
1"
8"
8"
2"
6"6"
6"
6"
6"
2"
6"
8"
8"
6"
6"
8"
8"
6"
6"
6"
4"
3"
4"
6"
6"
8"
6"
6"
8"
8"
8"
6"
Ushy 190
E Rancier Ave
Sthy195
SWSYoungDr
IndianTrl
Battalion Ave
Clear Creek Rd
Tank Destroyer Blvd
HoodRd
N38thSt
Central Dr
S
AnnBlvd
Stonetre
e
Dr
NolaRuthBlvd
Mountain Lion Rd
S Roy Reynolds Dr
N
Central Texas Expy
W
Farm
To Market Road 2410
Terminal Ave
ClearCreekRd
Tank Destroyer Blvd
Ushy 190
TRIMMIERRD
CHAPARRAL RD
REESE CREEK RD
CLEAR CREEK RD
ROYREY
NOLDS
DR
LOWES
BLVD
SHIMLADR
TOWER HILL
LN
RIOBLVD
MONEYPITRD
LOOP RD
G
ROVE DR
NATURAL LN
OAKALLARD
BILLS
RD
SERPENTINE DR
SCARLET OAK
DR
WISTERIA LN
52NDST
CEDAR RIDGE CIR
HEREDITYLN
ROSIELN
FIGURE E-5
CITY OF KILLEEN
2022 WATER SYSTEM
AVAILABLE FIRE FLOW
LEGEND
(#
[Ú Pump Station
Streets
Railroad
Stream
Lake
Killeen City Limits
Killeen ETJ
I
AVAILABLE FIRE FLOW
Less than 500 gpm
500 - 1,000 gpm
1,000 - 2,000 gpm
2,000 - 3,500 gpm
Job No.: KIL11275
0 2,200 4,400
SCALE IN FEET

UT
UTUT
UTUT
UT
UTUTUT
UTUT
[Ú
[Ú
[Ú
[Ú
[Ú
[Ú
(#
UT
(#
UT
(#
UT
(#
UT
UT[Ú
UT
(#
UT
20'' (LPP)
20'' (LPP)
1.0 MG Airport
(2) 1.5 MG McMillan
(2) 1,050 GPM Pumps
Rehabilitation
Capacity = 5.0 MGD
Pump Station # 4
(2) 2,550 GPM Pumps
Pump Station # 2
(3) 1,200 GPM Pumps
Pump Station # 6
(3) 3,500 GPM Pumps
BCWCID # 1
1.5 MG Bundrant
Pump Station # 5
(3) 2,100 GPM Pumps
Pump Station # 3
(4) 2,450 GPM Pumps
1.0 MG Rodeo
2.5 MG Southeast
Proposed UPP 1.5 MG
Ground Storage Tank
Proposed LPP 1.0 MG
20''
12''
16''
12'' (LPP)
8''
20'' (LPP)
6''
16''(LPP)
12'' (UPP)
12''
12''
12''
20''
8''
12''
12''
12''
6''
8''
12''
12''
8''
12''
12''
12''
16''
20''
12''
12''
12''
20''
20''
8''
6''
16''
12''
12''
12''
12''
6''
12''
8''
8''
12''
16''
12''
12''
16''
12''
8''
12''
8''
12''
12''
12''
6''
12''
12''
12''
12''
6''
12''
12''
12''
16''
20''
6''
12''
12'' 12''
12''
12''
12''
12''
12''
8''
12''
20''
12''
12''
12''
12''
20''
12''
12'' (UPP)
8''
12''
12''
12''
12''
12''
12''
12''
12''
12''
8''
6''
12''
12''
12''
12''
6''
12''
12'' (UPP)
20''
12''
12''
12''
12''
12''
8''
12''
12''
8''
12''
12''
12''
12''
16"
20"
12"
24"
30"
18"
12"
20"
12"
16"
24"
12"
24"
12"
12"
16"
12"
12"
12"
12"
12"
12"
24" 16"
20"
12"
20"
12"
12"
12"
12"
12"
12"
20"
12"
12"
16"
12"
12"
12"
16"
12"
16"
12"
12"
12"
12"
30"
16"
12"
12"
24"
12"
16"
12"
12"
20"
12"
12"
16"
12"
12"
16"
12"
12"
12"
12"
12"
12"
20"
12"
20"
20"
12"
12"
12"
20"
12"
20"
16"
16"
12"
20"
12"
20"
16"
16"
20"
12"
12"
16"
12"
12"
12"
16"
12"
12"
16"
12"
12"
12"
12"
16"
20"
12"
12"
12"
12"
12"
16"
24"
12"
16"
12"
12"
24"
12"
12"
24"
12"
12"
12"
12"
12"
12"
12"
12"
12"
16"
12"
16"
16"
12"
16"
12"
12"
12"
12"
12"
20"
12"
12"
12"
12"
16"
12"
12"
16"
12"
24"
12"
16"
12"
12"
12"
12"
12"
12"
12"
20"
12"
16"
20"
24"
12"
12"
20"
12"
12"
12"
20"
16"
12"
16"
12"
12"
20"
12"
20"
12"
20"
16"
20"
20"
12"
16"
12"
20"
12"
16"
12"
20"
24"
16"
12"
12"
16"
16"
12"
12"
12"
12"
12"
12"
16"
12"
12"
12"
12"
16"
16"
16"
12"
16"
12"
12"
20"
12"
16"
12"
12"
20"
16"
16"
16"
12"
12"
12"
20"
12"
12"
6"
2"
8"
1"
4"
3"
10"
Unknown
1"
6"
6"
6"
6"
10"
6"
6"
6"
6"
6"
8"
8"
6"
6"
6"
2"
8"
6"
8"
6"
6"
2"
8"
8"
6"
6"
6"
6"
8"
6"
8"
6"
6"
6"
6"
8"
6"
8"
1"
8"
6"
1"
8"
6"
8"
6"
6"
6"
6"
8"
6"
8"
8"
6"
6"
3"
6"
6"
6"
6"
8"
8"
8"
6"
6"
8"
8"
8"
8"
6"
6"
6"
6"
6"
6"
6"
8"
6"
8"
1"
8"
6"
8"
2"
6"
8"
6"
8"
6"
8"
6"
6"
6"
8"
8"
6"
6"
8"
6"
6"
6"
8"
6"
8"
6"
6"
8"
8"
6"
6"
8"
1"
8"
8"
2"
8"
6"
6"
8"
6"
8"
8"
8"
6"
6"
6"
6"
6"
1"
6"
6"
6"
2"
6"
6"
8"
6"
2"
8"
4"
3"
8"
8"
6"
2"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
6"
8"
6"
8"
6"
6"
6"
6"
6"
8"
6"
8"
6"
6"
8"
8"
8"
2"
1"
8"
6"
6"
8"
8"
1"
6"
8"
8"
6"
6"
8"
8"
8"
8"
6"
6"
6"
8"
6"
6"
8"
6"
8"
6"
8"
6"
6"
6"
6"
6"
6"
6"
8"
8"
6"
8"
6"
8"
3"
2"
8"
6"
3"
8"
8"
8"
8"
8"
6"
6"
6"
6"
6"
6"
8"
8"
8"
8"
6"
8"
8"
6"
8"
8"
8"
6"
6"
8"
6"
8"
2"
6"
6"
6"
8"
8"
6"
8"
6"
2"
6"
6"
6"
6"
8"
1"
6"
8"
6"
6"
8"
8"
8"
6"
6"
6"
6"
6"
6"
6"
6"
1"
6"
6"
6"
6"
6"
6"
1"
8"
8"
6"
8"
8"
6"
6"
6"
1"
6"
6"
6"
6"
6"
8"
8"
8"
8"
8"
3"
6"
6"
6"
8"
8"
6"
6"
8"
6"
6"
8"
6"
8"
6"
6"
6"
6"
8"
8"
6"
8"
6"
6"
6"
6"
8"
6"
8"
6"
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6"
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6"
8"
8"
6"
6"
6"
6"
1"
8"
4"
6" 6"
6"
8"
6"
8"
6"
8"
6"
6"
6"
6"
6"
8"
8"
1"
6"
6"
6"
8"
8"
8"
8"
8"
8"
6"
6"
6"
Unknown
8"
8"
8"
6"
6"
8"
6"
6"
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8"
6"
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6"
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3"
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1"
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8"
6"
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1"
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3"
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1"
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1"
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6"
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3"
2"
6"
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8"
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6"
6"
6"
8"
6"
8"
8"
6"
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6"
8"
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6"
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8"
4"
6"
6"
2"
6"
6"
1"
6"
2"
2"
2"
6"
8"
6"
8"
8"
6"
6"
6"
6"
8"
8"
6"
1"
6"
1"
8"
6"
6"
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6"
8"
6"
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6"
8"
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8"
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6"
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6"
8"
8"
2"
6"
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6"
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6"
6"
8"
8"
8"
1"
2"
8"
6"
8"
8"
6"
8"
1"
8"
6"
6"
1"
6"
6"
8"
8"
6"
8"
8"
6"
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8"
6"
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3"
4"
6"
8"
6"
1"
8"
8"
8"
8"
8"
3"
8"
6"
2"
2"
1"
6"
6"
6"
6"
6"
6"
8"
8"
8"
2"
6"
6"
6"
3"
8"
8"
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6"
6"
6"
6"
8"
8" 8"
8"
6"
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6"
6"
6"
6"
8"
6"
8"
6"
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6"
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6"
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8"
6"
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1"
8"
2"
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2"
6"
6"
6"
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6"
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8"
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2"
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1"
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6"
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4"
3"
1"
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2"
8"
6"
6"
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8"
1"
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3"
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2"
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2"
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6"
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6"
6"
8"
8"
6"
6"
8"
6"
8"
6"
6"
6"
8"
2"
6"
6"
6"
8"
6"
6"
6"
8"
8"
8"
6"
8"
10" 6"
6"
6"
8"
8"
6"
6"
8"
6"
8"
6"
8"
6"
8"
6"
6"
6"
8"
6"
6"
6"
4"
6"
6"
8"
8"
6"
6"
6"
1"
6"
6"
6"
6"
6"
6"
8"
8"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
1"
6"
6"
6"
6"
4"
8"
8"
6"
2"
8"
6"
1"
6"
6"8"
6"
8"
6"
6"
6"
6"
6"
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
1"
6"
8"
Sthy195
Ushy 190
E Rancier Ave
SWSYoungDr
Battalion Ave
Farm
To Market Road 2484
Clear Creek Rd
HoodRd
Tank Destroyer Blvd
In
dia
n
Trl
Central Dr
S
AnnBlvd
Mountain Lion Rd
S Roy Reynolds
D
r
N
C
entral Texas Expy
W
Farm
To
Market Road 2410
Farm
To Market R
oad
439
FarmToMarketRoad440
Terminal Ave
Sthy195
Tank Destroyer Blvd
Farm
To
M
arketRoad
440
ClearCreekRd
Ushy 190
FORT
HOOD
ST
TRIMMIERRD
CHAPARRAL RD
REESE CREEK RD
SHIMLADR
M
ONEYPITRD
OAKALLARD
CEDAR RIDGE CIR
PLAZA DR
FORTHOOD
ST
FIGURE E-6
CITY OF KILLEEN
2032 WATER SYSTEM
AVAILABLE FIRE FLOW
LEGEND
(#
UT Existing EST
UT Existing GST
Street
Railroad
Stream
Lake
Killeen City Limit
Killeen ETJ
I
AVAILABLE FIRE FLOW
Less than 500 gpm
500 - 1,000 gpm
1,000 - 2,000 gpm
2,000 - 3,500 gpm
Job No.: KIL11275
0 2,800 5,600
SCALE IN FEET

2012 Water & Wastewater Master Plan

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2012 Water & Wastewater Master Plan