water & wastewater impact fee report
city of buda WATER & WASTEWATER IMPACT FEE REPORT 2 PREPARED BY: Freese and Nichols, Inc. 10431 Morado Circle, Suite 300 Austin, Texas 78759 512-617-3100
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Water & Wastewater Impact Fee Report City of Buda
Water & Wastewater Impact Fee Report September 2017
CITY OF BUDA 121 Main Street P.O. Box 1380 Buda, Texas 78610
FREESE AND NICHOLS, INC. 10431 Morado Circle, Suite 300 Austin, Texas 78759 FNI Project Number: BUA16634
Water & Wastewater Impact Fee Report City of Buda
TABLE OF CONTENTS EXECUTIVE SUMMARY ................................................................................................................... ES-1 1.0
BACKGROUND ......................................................................................................................... 1-1
2.0
LAND USE ASSUMPTIONS.................................................................................................... 2-1
2.1
Service Areas ................................................................................................................. 2-1
2.2
Growth Projections ....................................................................................................... 2-4
3.0
WATER AND WASTEWATER CAPITAL IMPROVEMENTS PLAN ............................. 3-1
3.1
Existing Water and Wastewater Systems ..................................................................... 3-1
3.2
Water Model Update and Validation ............................................................................ 3-4
3.3
Wastewater Model Update........................................................................................... 3-4
3.4
Water Demand and Wastewater Load Projections ...................................................... 3-4
3.5
TCEQ Requirements ...................................................................................................... 3-9
3.6
Water and Wastewater System Analyses ................................................................... 3-10
3.6.1
Storage and Pumping Recommendations ........................................................... 3-10
3.6.2
Hydraulic Modeling .............................................................................................. 3-13
3.7 4.0
Water and Wastewater System Improvements ......................................................... 3-14 IMPACT FEE ANALYSIS......................................................................................................... 4-1
4.1
Service Units .................................................................................................................. 4-1
4.2
Maximum Impact Fee Calculations ............................................................................... 4-3
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Water & Wastewater Impact Fee Report City of Buda
LIST OF TABLES Table ES-1 Table ES-2 Table ES-3 Table ES-4 Table 1-1 Table 2-1 Table 3-1 Table 3-2 Table 3-3 Table 3-4 Table 3-5 Table 3-6 Table 3-7 Table 3-8 Table 3-9 Table 3-10 Table 3-11 Table 3-12 Table 3-13 Table 3-14 Table 4-1 Table 4-2 Table 4-3 Table 4-4 Table 4-5
Growth Projections .............................................................................................. ES-1 Projected Water Demands................................................................................... ES-2 Projected Wastewater Flows ............................................................................... ES-2 Maximum Allowable Impact Fees........................................................................ ES-3 List of Abbreviations .............................................................................................. 1-2 Water and Wastewater Growth Projections ......................................................... 2-4 Historical Water Demands ..................................................................................... 3-5 Historical Wastewater Flows ................................................................................. 3-6 Projected Water Demand and Wastewater Flow Design Criteria ......................... 3-6 Projected Water Demands..................................................................................... 3-7 Projected Wastewater Flows ................................................................................. 3-8 Total Storage Volume Requirements..................................................................... 3-9 Supply Pumping Capacity Requirements ............................................................... 3-9 Elevated Storage Volume Requirements ............................................................. 3-10 Distribution Pumping Capacity Requirements .................................................... 3-10 Recommended Elevated Storage Volume ........................................................... 3-11 Recommended Firm Pumping Capacity............................................................... 3-12 Recommended Ground Storage Volume ............................................................. 3-13 Water System Impact Fee Eligible Projects ......................................................... 3-16 Wastewater System Impact Fee Eligible Projects................................................ 3-17 Service Unit Equivalencies ..................................................................................... 4-2 Water Service Units ............................................................................................... 4-3 Wastewater Service Units ...................................................................................... 4-3 Maximum Water Impact Fee Calculation .............................................................. 4-4 Maximum Wastewater Impact Fee Calculation .................................................... 4-4
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Water & Wastewater Impact Fee Report City of Buda
LIST OF FIGURES Figure 2-1 Figure 2-2 Figure 2-3 Figure 2-4 Figure 3-1 Figure 3-2 Figure 3-3 Figure 3-4 Figure 4-1
Water Service Area ................................................................................................ 2-2 Wastewater Service Area....................................................................................... 2-3 Growth in Water Connections by Planning Area ................................................... 2-5 Growth in Wastewater Connections by Planning Area ......................................... 2-6 Existing Water Distribution System ....................................................................... 3-2 Existing Wastewater Collection System................................................................. 3-3 Water System Impact Fee Capital Improvements ............................................... 3-18 Wastewater System Impact Fee Capital Improvements ..................................... 3-19 Water and Wastewater Impact Fee per Service Unit Comparison ....................... 4-5
APPENDICES Appendix A Appendix B Appendix C Appendix D Appendix E
Connections by Planning Area Pressure Testing and Water Model Validation Minimum Pressure and Available Fire Flow Maps Water System Project Cost Estimates Wastewater System Project Cost Estimates
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Water & Wastewater Impact Fee Report City of Buda
EXECUTIVE SUMMARY 1.0
Background
In November 2016, the City of Buda, Texas, authorized Freese and Nichols, Inc. (FNI) to perform an impact fee analysis on the City’s water and wastewater systems. The purpose of this report is to summarize the methodology used in the development and calculation of water and wastewater impact fees for the City of Buda. The methodology used herein satisfies the requirements of the Texas Local Government Code Section 395 for the establishment and update of water and wastewater impact fees.
2.0
Land Use Assumptions
Population and land use are important elements in the analysis of water and wastewater systems. Water demands and wastewater flows depend on the population served by the systems and determine the sizing and location of system infrastructure. A thorough analysis of population, along with land use, provides the basis for projecting future water demands and wastewater flows. Growth projections by planning area for the water service area were provided to FNI by the City, and were developed as part of the current water system model update project. These growth projections were augmented through discussions with City staff to develop growth projections by planning area for the portion of the wastewater service area that falls outside of the water service area. Growth in connections by planning area were developed for 2017, 2022, 2027, and Buildout. Table ES-1 presents the growth projections for the City of Buda water and wastewater service area. Table ES-1
Growth Projections
Year 2017 2022
Water Connections 4,380 6,368
Wastewater Connections 5,538 7,669
2027
8,278
10,441
Buildout
14,972
18,189
ES-1
Water & Wastewater Impact Fee Report City of Buda 3.0
Capital Improvements Plan
An impact fee capital improvements plan (CIP) was developed for the City of Buda based on the land use assumptions. The recommended improvements will provide the required capacity to meet projected water demands and wastewater flows through year 2027. Tables ES-2 and ES-3 display the water demand and wastewater load projections in terms of million gallons per day (mgd) for the City of Buda. These projections were the basis for determining the location and magnitude of the CIP projects. Table ES-2
Projected Water Demands
Year 2017 2022 2027
Average Day Demand (mgd) 1.71 2.49 3.24
Maximum Day Demand (mgd) 3.38 4.92 6.39
Peak Hour Demand (mgd) 5.92 8.60 11.18
Buildout
5.85
11.56
20.23
Table ES-3
4.0
Projected Wastewater Flows
Year 2017 2022 2027
Average Dry Weather Flow (mgd) 1.36 1.88 2.56
Peak Wet Weather Flow (mgd) 5.43 7.52 10.23
Buildout
4.46
17.83
Impact Fee Analysis
The previous impact fee ordinance was adopted in October of 2010. This ordinance set the water impact fee for a single-family meter at $2,187 and the wastewater impact fee for a single-family meter at $2,531 for a combined maximum impact fee of $4,718. This project is an update to the 2010 ordinance. For existing or proposed projects, the impact fee is calculated as a percentage of the project cost, based upon the percentage of the project’s capacity required to serve development projected to occur between 2017 and 2027. The total projected cost includes the projected capital improvement cost to serve 10-year development, the projected finance cost for the capital improvements, and the consultant cost for preparing and updating the CIP. A 3.85% interest rate was used to calculate
ES-2
Water & Wastewater Impact Fee Report City of Buda financing costs. Table ES-4 displays the maximum allowable impact fee per service unit for both water and wastewater. Table ES-4
Maximum Allowable Impact Fees Maximum Allowable Impact Fee Per Service Unit $3,595 $3,515 $7,110
Service Water Wastewater Total
ES-3
Water & Wastewater Impact Fee Report City of Buda
1.0 BACKGROUND Chapter 395 of the Texas Local Government Code requires an impact fee analysis before impact fees can be created and assessed. Chapter 395 defines an impact fee as “a charge or assessment imposed by a political subdivision against new development in order to generate revenue for funding or recouping the costs of capital improvements or facility expansions necessitated by and attributable to the new development.” In September 2001, Senate Bill 243 amended Chapter 395 thus creating the current procedure for implementing impact fees. Chapter 395 identifies the following items as impact fee eligible costs: •
Construction contract price
•
Surveying and engineering fees
•
Land acquisition costs
•
Fees paid to the consultant preparing or updating the capital improvements plan (CIP)
•
Projected interest charges and other finance costs for projects identified in the CIP
Chapter 395 also identifies items that impact fees cannot be used to pay for, such as: •
Construction, acquisition, or expansion of public facilities or assets other than those identified on the capital improvements plan
•
Repair, operation, or maintenance of existing or new capital improvements
•
Upgrading, updating, expanding, or replacing existing capital improvements to serve existing development in order to meet stricter safety, efficiency, environmental, or regulatory standards
•
Upgrading, updating, expanding, or replacing existing capital improvements to provide better service to existing development
•
Administrative and operating costs of the political subdivision
•
Principal payments and interest or other finance charges on bonds or other indebtedness, except as allowed above
1-1
Water & Wastewater Impact Fee Report City of Buda In November 2016, the City of Buda, Texas, authorized Freese and Nichols, Inc. (FNI) to perform an impact fee analysis on the City’s water and wastewater systems. The purpose of this report is to summarize the methodology used in the development and calculation of water and wastewater impact fees for the City of Buda. The methodology used herein satisfies the requirements of the Texas Local Government Code Section 395 for the establishment and update of water and wastewater impact fees. Table 1-1 provides a list of abbreviations used in this report. Table 1-1 Abbreviation ARWA AWWA CIP EPS EST ETJ FNI GBRA gpm GST HCPUA HGL KFA LAN LS MG mgd PRV PS psi PZ TCEQ WWTP
List of Abbreviations Full Nomenclature Alliance Regional Water Authority American Water Works Association Capital Improvements Plan Extended Period Simulation Elevated Storage Tank Extra-territorial Jurisdiction Freese and Nichols, Inc. Guadalupe-Blanco River Authority gallons per minute Ground Storage Tank Hays County Public Utility Agency Hydraulic Grade Line K. Friese and Associates, Inc. Lockheed, Andrews and Newnam, Inc. Lift Station Million Gallons million gallons per day Pressure Reducing Valve Pump Station pounds per square inch Pressure Zone Texas Commission on Environmental Quality Wastewater Treatment Plant
1-2
Water & Wastewater Impact Fee Report City of Buda
2.0 LAND USE ASSUMPTIONS Population and land use are important elements in the analysis of water and wastewater systems. Water demands and wastewater flows depend on the population served by the systems and determines the sizing and location of system infrastructure. A thorough analysis of population and land use provides the basis for projecting future water demands and wastewater flows.
2.1
Service Areas
The service areas for City of Buda’s water and wastewater systems differ slightly in terms of extent. The water service area contains much of the area within the City Limits to the north, and even extends past the extra-territorial jurisdiction (ETJ) in some areas. The southern portion of the area within the City Limits is served by another utility. The wastewater service area includes the entire water service area, with the addition of parts of the Coves of Cimmaron neighborhood in the north, as well as a majority of the southern portion of the City Limits not included in the water service area. Figures 2-1 and 2-2 illustrate the water and wastewater service areas, respectively.
2-1
Water & Wastewater Impact Fee Report City of Buda 2.2
Growth Projections
The City provided FNI with projected growth in connections by planning area that were developed as part of ongoing water distribution system modeling performed by another consultant. The planning area boundaries were developed as part of the separate study, but generally follow neighborhood boundaries. To account for growth in parts of the wastewater service area that are not included in the water service area, the growth projections were evaluated in discussions with City staff, who had knowledge of where and when future development is most likely to occur. Growth in connections by planning area were developed for 2017, 2022, 2027, and Buildout. Table 2-1 presents the growth projections for the City of Buda water and wastewater service areas. Figure 2-3 and Figure 2-4 show the growth projections by planning area for water and wastewater, respectively. A table summarizing the growth in water and wastewater connections by planning area is provided in Appendix A. Table 2-1
Water and Wastewater Growth Projections
Year 2017
Water Connections 4,380
Wastewater Connections 5,538
2022
6,368
7,669
2027
8,278
10,441
Buildout
14,972
18,189
2-4
Created By Freese and Nichols, Inc. Job No.: BUA16634 Location: H:\W_WW_PLANNING\01_DELIVERABLES\06_FINAL_REPORT\(Figure_2-3)-Growth_by_Planning_Area_Water.mxd Updated: Thursday, September 21, 2017 10:24:40 AM
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Water & Wastewater Impact Fee Report City of Buda
3.0 WATER AND WASTEWATER CAPITAL IMPROVEMENTS PLAN The impact fee CIP developed for the City of Buda is based on the land use assumptions presented in the previous section. The CIPs were developed using hydraulic models of both the water and wastewater systems. The recommended improvements will provide the required capacity to meet projected water demands and wastewater flows through year 2027.
3.1
Existing Water and Wastewater Systems
The existing water distribution system consists of a network of lines ranging in size from 2 inches to 24 inches in diameter, four pump stations (PS), four ground storage tanks (GST), and five elevated storage tanks (EST). The City has five groundwater wells that deliver water into the GSTs at the PSs. The City also has treated surface water supply from the Guadalupe-Blanco River Authority (GBRA) at the Bonita Vista PS. The City operates three pressure zones (PZ): High, Middle, and Low. The hydraulic grade lines (HGL) High and Low PZs are controlled by ESTs, and the Middle PZ is supplied through pressure reducing valves (PRV) from the High PZ, which set the HGL in the Middle PZ. A map of the existing water distribution system is shown on Figure 3-1. The existing wastewater system has 14 lift stations, a network of lines ranging from 4 inches to 24 inches in diameter, and a 1.5 MGD wastewater treatment plant (WWTP). The wastewater collection system serves a slightly larger area than the water distribution system, and collects flow from users that are currently served water by other utilities. Figure 3-2 displays a map of the existing wastewater collection system.
3-1
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PL E
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DACY LN
Created By Freese and Nichols, Inc. Job No.: BUA16634 Location: H:\W_WW_PLANNING\01_DELIVERABLES\06_FINAL_REPORT\(Figure_3-1)-Existing_Water_System.mxd Updated: Thursday, September 21, 2017 10:34:04 AM
DR
AT
S
OLD GOFORTH RD
ER
ET
SP
ON
L
DE
LN
SADD LEBLA NKET TRL
JA
NE FIELD
CV
TR
ON
ER
Z
GREEN M EA D O W ST
CIA
Br
BL
ND
FM 2001
IL
B R EC
L
ZM
PA
I D DR
Y
FOUST DR
PO
EW
EP
RR
RA
VI
R
FOSS
ST O
BE
LA VE
RD TOM GREE N SCHO OL
CT
W
P ASS
ER
R ELI ANCE
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TRADEMA RK DR
D
CE
A
DR
STON E RIM LOOP
DR
B LV
ER
TR
ND
V O
GE NE STA
HT
M OM
S
PO
W GOFORTH ST
IG SL RT
A
S E G O FORT H
T
N
TR
DR
DR
ER
Y
LA S
LK
ND
BE
A W
DA
U T (# CA
IAL
ch
M
Cabela's
1.0 MG Elevated Storage Tank Overflow Elevation = 863'
12"
E RC
12"
8"
16"
12"
CLARY CT
C O MM
an
R PIN OAK DR SCALE IN FEET A PL
KYLE
12"
8"
Br
3,400
R E S T DR
nd
RD
1,700
F A IR C
Richmo
K
Y
EE
6"
W ! ( Ú [ Ú [ T U (#
BE
S LOOP 4
T
CR
! I
A
SV ILL E RD
$ d " !
" 16
0.25 MG GBRA Ground Storage Tank 0.50 MG Standpipe Overflow Elevation = 863' 3 - 350 gpm Pumps
RO
JACK C HAYS TRL
IE
0
IA N
W
T ST
8"
SAND STONE TRL
AR
IN D
S
DF IE LD D R
6"
S FM 1626
M
TA
16"
Bonita Vista Pump Station
GBRA Delivery Point 1,041 gpm
r a nch
RUN
8"
8"
8"
8"
BRA
6"
6"
ST MA IN
8" L RD
12"
6"
Well #3 425 gpm
C
M
BR IS TO
ARIKARA ST
12" N DR
RO CK HURS
6"
8"
CASA LOM A ST
12"
n u s ta g B
6"
SEQUO YAH ST
6" L O MA V E R D
6"
REBEL DR
PR EC IS IO
6"
8"
8" 8"
ES T
8"
N KL
6"
ST
8"
NS T
PINAFORE ST
U T (# 12"
0.10 MG Elevated Storage Tank Overflow Elevation = 863'
8"
N
South Loop 4
12"
6"
2"
EY L
A
r e ek
6"
S TO
A AT S
6"
K E LL
D
HO U
0.13 MG Ground Storage Tank 1 - 800 gpm Pump 1 - 600 gpm Pump
HID
MANDAN ST
Main Street Pump Station COLE SPRI NGS RD
CHERRY ST
W ! ( Ú [ T U
T HA W
8"
8"
6"
Well #1 350 gpm
! (
HS T
6"
AS
8"
6"
W
NI GH
2"
8"
Well #2 350 gpm
" 12
S OS E B EE P KWY
HARPER VILLAGE RD
8"
" 12
OLD BLACK COLONY RD
8"
12"
STIL L HOL LOW CRK
TU RN ER
8"
P ST W LO O
8"
Well #5
6" 8"
8" 8"
8"
12"
12"
8"
JOY LW
12"
8"
8" 8"
8" 8"
12"
12" 8"
8"
12"
8"
12"
8"
8"
Y A W S DA AM A N K R LO O S O VE MA R K
8"
12"
DR
16"
MIDDLE CRK
HO
8"
8"
G K A
12"
12"
8"
RO
VE
RD
JERRYS LN
12"
W ! ( U T Ú [ Ú [
12"
8"
LEAR AVE
8"
BRIDGE S LN
O
8"
AY W
8"
M
8"
ST
HA
YS LE
Cr
KATE S C V
N TO
E OR
8"
ic ar l
8"
8"
12"
12"
8"
TR HA AVI YS S C CO O. .
LAUR EL CV
SS
12"
DOVE DR
PA
IF CL
8"
12"
8"
8"
8"
12"
12"
8"
12"
8"
C R EEK DR
8"
R
WILD HOR SE CRK
C
8"
C
G
12 "
LA R ENC E CT
SALLE AVE
0.25 MG Ground Storage Tank 2 - 500 gpm Pumps
8"
6"
DR
8"
12"
Garlic Creek
8"
12"
HEEP RUN
D
F R ON
O YSTER CRK
8"
G SP
HO LW
S
C A R RI N
N TO
SAF
8"
S
8"
AY NA W
12"
RR 967
12"
CLARK BROTHERS DR
LI
8"
NOPAL LN
G
8"
8"
0.75 MG Elevated Storage Tank 0.10 MG Standpipe Overflow Elevation = 1,000'
8"
R S PR IN G
WH IP P AS S
R
HY RD
Beacon Hill
EA CL
BO TA
GA
U T (#(#
8"
N
8"
8"
8"
8"
N IV E
" 12
8"
8"
12"
12"
" 12 12"
8"
6"
12"
12"
12"
12"
" 12
ASTER CV
R
! ( T U Ú [
8"
W
$ d " !
CV
POPPY CV
12"
12"
ELM GROVE LN
Well #4 125 gpm
12"
G R O V E LN
0.06 Ground Storage Tank 2 - 200 gpm Pumps
LL
C L O VE R L E A F
Y
MAGNOLIA CV
CT
Dhalstrom Pump Station
K CV
MAYBROOK DR
WA
PRICKLY P E A
T
RU
P
C
CANY ON WREN DR
LO W
B
K O
P IN E S I S
R D
N
TO
LN
LONG SPUR DR
K IN
RA C C O O N
OXBO W TRL
ON GT IN
HO L
AY
O
TR E E
TOWHEE DR
U R EWOODS DR
LL
OA K
M
R
LE I S
SOUT HERN DR
T NC
LN
REMU DA TRL
TO MI
YD EN
FOX HOLW
NE DR
VERD IN DR
LE
LE LN
DR
DEWBERRY CV
WILLET DR
T U R NST O
County BoundaryPURYEAR RD OA
R N CIR BIT T E
A PP
O
MO NTVA
DODG EN WAY
W WAY DR
Other City Limit
Y
DUNLIN DR
GREEN MEADOW DR
Buda ETJ Boundary
LA Z
FIRE FLY CV
BUCK ARO O TRL
EN C
R OP
A R
SH R I K ED R
RA
EK P AR K DR
DR
SC IS S O
LOWDEN LN
E DR
MC
16 26
D S
AK O Y UNT R
CO
FM N
A
DR
OLD SAN ANTONIO RD
AC
Buda City Limit VINYARD DR
H
ELLIOT T RANCH RD
CH
TURLEY DR
BLACKWELL DR
D ONIO N CR EE K R
10" and Larger Water Line
RANGER DR
Parcel BEN MILA M DR
AR
UT
AT
SHAW NEE DR
N
ALGE RITA TER
K W OOD DR
C
HORSETHIEF TRL
EA SLE Y DR
G
DR
StreamFIELD DR
A IL D R
8" and Smaller Water Line
SHADY ACRES DR
PHEA SANT RUN
W
W
Elevated Storage Tank
U T (#
LAURE L PATH
Railroad
WILD TUR KEY DR
SMOKEY ROCK LN DARRYL DR
EDGEWOOD DR
AVOCET DR
WA X
IN
SCENIC OAK TRL
HARD IN LOOP
DR
TAYLOR DR
O
VAIL LN
RD
ER
KS
DE
Road
N DR
Ground Storage Tank
T U
WY
EE
D
CRYSTAL CREEK DR
K IL
RIPPLE ROCK LN
YO B EAR C A N
HI TET Standpipe
(#
LAKEWOO D DR
AL
ee k
Pump Station
Ú [
RD SECTION HOU SE
HAYS
TH PA
PH
VIR E
OA
HUNT LN
EAGL E NEST DR
S
LEWIS LN SPANIS H O A K S
N N ON L OO P
TANG LEWOOD TRL
LIVE OAK LN
ZA
CH
REDB UD TRL
RD L I T TLE BEAR
R
KI
L TR
COUNTRY LN
ea
Well
W ! (
V I S TA D R
YO
VIENTO DEL SUR
L ittl e B
k r Cr e e
PK
CR
H
C RE
TW IN
NC
Bear C r
A R RO
C IA
LEGEND
R
M A RA
T WIN
TOPPER LN
PANDA LN
OLIVERS WAY
HAWK DR
DOVE DR
BOB JOHNSON RD
R TAIL
E
BLUEBIR D DR
LL
L
AD
PAL
TWIN CRE EK DR
VA
TR
ESTA N
L OL
LA
RD
R
E
Low Pressure Zone
DR
D
EXISTING WATER DISTRIBUTION SYSTEM
Middle Pressure Zone
L L EY
Y
CH
G BI
VA
CITY OF BUDA TRL
TO
RP
High Pressure Zone
LE
CA
EN
R TE
FM
W
D
ST MI
CARDINA L DR
LN
R
TU NN EL
HICK ORY RIDGE RD ELM
DR 26 16
FIGURE 3-1
PRESSURE ZONES
RD
KS C IR
QUAIL RD
AR
LEAN NA OAKS LOOP
BLACK BE A R
C RE E
W
SP IL L
TW IN
RO
IS S
R
AR SP
BL
B L ISS SPILL AR R D
D B L I S S SPILL A R R
D
WREN RD
D
ALAN S WAY
CHAPARR AL RD
OL
SWALLO W DR
HUMMINGBIRD RD
CO A
AC
CH
K
CA
DR
PR
BL
EL
HUNTER CREEK CV
N
SL
UN
VD
OA
N RD
84 0
86 0
ND
81 0
RR 967
OA
KS
L
870
( !
( !! (
8''
( !
( !
8''
( !
8''
( !
8''
870
E
780
880
B
AC
0 84
ON H
ILL
79 0
B S T RL
RD
V
ä
( !
r Ga
l ic
C
AY
B
R
O
Stream
Railroad
Road
Highway
Force Main
12" and Larger Wastewater Line
10" and Smaller Wastewater Line
Wastewater Treatment Plant
Lift Station
Manhole
IN D
IA N
CR
P
R
RD
A PL
K
O
EE
D
Created By Freese and Nichols, Inc. Job No.: BUA16634 Location: H:\W_WW_PLANNING\01_DELIVERABLES\06_FINAL_REPORT\(Figure_3-2)-Existing_Wastewater_System.mxd Updated: Thursday, September 21, 2017 11:24:30 AM
WWTP
T X
ä
V
( !
LEGEND
K O
( !
( ( ! ! ! ! ( (( !
8''
8''
770
( !
8''
HY RD
( ! ! (
8''
W
( !
TA
0 83
PIN OAK DR
County Boundary
S
YD
( !
DR
820
Austin ETJ Boundary
A
S R UN
Other City Limit
Basin (Multiple Colors)
Buda ETJ Boundary
Buda City Limit
Parcel
2 ft Contour
10 ft Contour
T
8''
C
790
( !
2 - 1,245 gpm Pumps
EXISTING WASTEWATER COLLECTION SYSTEM
810
M
k re e
Carpenter Hill LS
FIGURE 3-2
76 0
820
( !
860
Dahlstrom
8''
O A K HO LL OW L N
850
OAK GROVE RD
0 86
830
CITY OF BUDA
TR
84 0
EN
( !
! ( ( !
( ( ! !
0 78
( ! ( !
( !
( !
8''
760
! ( ( !
( !
( ( ! !
6 "
( !
18''
! ( ( ! ( !
8''
( !
( ! ! ( ! (
( ! ! (
8''
( !
( !
! WIL D ( ( ! ( !
T E R HOLW
! ( ( !
ek re
6 "
C ÷ 6 "
SI
12 ( '' !
( !
( (! !
DR
D
A
8''
8''
KYLE
Quarry
710
74 0
BUCK ARO O TRL
( !
( (! !
12''
( !
( !
! ( ( ! ( !
( !
( !
( ( ! !
( !
( !
( !
( !
( !
( !
( !
10''
( !
( !
(! (! ( ! ( ( ! !
18''
( !
CA R R I N
( ! ( !
( !
( !
( !
! (( !
( !
( !
( !
( !
( !
8''
( !
( ! ! ( ( !
'' 18
( !
( !
8''
( !
( !
750
( ( ! !
( !
( !
( ! J OY
( ! ( !
8''
( !
8''
! ( ( ! ( !
(! ! (
( !
( !
( !
( !
! ( ( ! ( !
720
( !
Z
( !
( !
( !
( !
( !
( !
10''
( !
( !
( !
( !
680
740
V
ä
( !
( ( ! ! ! ( ( !
ä
V
( !
( !
( ! ! (
( !
( !
770
( !
( ! ! ( ( !
( !
( !
8''
( !
8''
76 0
0 76
( !
( !
( !
( !
! ( ( !
Garison
( !
( !
.
( !
EO A
( !
( !
760
N DR
( !
! ( ( !
ond B
PR EC IS IO
( !
( !
( !
(! ! (
( !
V
6''
6''
8'' ! 8'' ( ( (! ! REBEL DR
( !
T X
( !
8''
( !
( !
( !
r
!! ( (
( !
( !
( !! (
6''
!6'' ( ( ! ! (
( !
( !
T A S! AT S (
!! ( ( ( !
ST A IN
ID H! (
M
( ! ( !
( ( ! !
( !
!6'' ( ( ( ! !
( !
( !
( !
( !
( ! (! ! (
WINDMILL WAY
REBEL DR
( !! (
10''
Existing Capacity = 1.5 MGD
( !
( !
( ! ! ( ( !
( !
( !
8''
! ( ( ! ( ! ( ! ( !
8''
( !
! ( ( !
( 8''! ! ( ( !
( !
V ( !
( !
( !
8''
8'' ( !
6''
( !
$ d " !
( !
( !
76 0
8''! (
( !
8''
CO
( !
( !
( !
! ( ( !
( !
MM
! ( ( (! !
6''
( !
10''
! ( ( !
! ( ( ! ( !
( !
! ( ! ( ( ! ( ! ( ! ( ! ( ! H! W GOFORT (ST ! ( ( ! ( ! ( !! (
8''
( !
( !
( !
L DR
( !
$ d " ! ! ( ( !
V
( !
( !
( ! (! ! (! (
( !
( 8'' !
72 0
( !
KELLY SMITH LN
( !
( !
B
EL
AS
DR
( !
FOSS
( !
( !
( !
( !
8''
( !
( ( ! !
( !
8''
( !
( !
( !
8'' ( (! !
( ( ! !
680
( !
( ! ( !
( !
8''
( !
( !
! ( ( !
( !
!! ( ( ( ! ( !
( !
( !
( !
( !
( !
( !
( ! ( !
76 0
( !
( !
ä
( ! ! (
V
( (! ( ! !
6'' F.M.
780
( ! 6''!( F.M.
TRAV ERTINE TRL
ST
( !
R
KINGS RIDGE DR
CO
RR
L
Z
ER
R
E LN
ER S V
700
L
DR
L
( !
( !
CA
( !
( !
! ( ( !
( !
( !
( !
( !
8''
( ! ! (
A SP
! ( ( !
( !
( !
N RD
TR
L VD A IL S B
750
750
0 72
S SH 45 E EB
TURNE RSVILL E RD
76 0
0 74
FM 1327 RD
74 0
800
0 74
DB O
L
75 0
760
0
730
670
1,700
PRAIRIE CIR
HOWARD LN
! I
710
S
SH
730
E
680
45
B
0 70
W
ru sh yC
re e
0 66
770
SATT ERW HITE RD
WWTP
730
T X
FM 2001
760
SCALE IN FEET
C ¸
660
Existing Capacity = 0.25 MGD
0 75
Sunfield Wastewater Treatment Plant
C ¸
Sunfield
790
730
JACK RABBIT LN
QUARTER AVE
BRANDONS WAY H NIS
SL OA
N
( !
( (! ! ( !
( !
( ! ! (
8''
8''
EL N
RU
RS
P
R K HO
K
73 0
IL L E RD
2 - 182 gpm Pumps
V
HD R
$ d " !
AUSTIN
Meadow Park LS
RA
TR
TUR N
ON D
R
BL
E
ND
Y
A
LA VE
BE
ä
( ! ( ! ! ( ( !
740
AC
AC
BL
DA
W
W
P A SS
A
N
K
PURYE AR RD
FM 2001
Green Meadow
2 - 380 gpm Pumps
( !
( !
( !
( 8''!
( !! (
Dorsett
( !
( !
Meadow Park ( !
$ d " !
ST
680
680
Green Meadows LS
78 0
8''
8''
8''
( !
10'' ! ( LOOP N E RIM ( ! ( ! ( !
( ! ! (
( !
E G O FOR T H
GLENVIEW LN
( !
68 0
670
62 0
10'' ( ! 10'' ! (
( !
( !
(! ! ( ( !
Night Hawk East
! ( ( HILLSIDE TER !
( !
APPL E BLOSSOM DR
Hillside Terrace
South Buda
( !
( !
( !
( !
8 ( '' !
2 - 400 gpm Pumps
2 - 660 gpm Pumps
S Loop 4 BusIness Park LS
8''
(! ! (
( ( ! !
( !
8'' 8''
( !
Stone Field LS
( !
Meadows at Buda LS
ä
( !
(! ! (
8''
CV C IA ! B R EC ( ! T RL ( (! ! (! ( D! ! ( ( F I E L! ( ( ! ((! ( ! S T O! NE ( !
( !
( !
( !
8''
8'' ! ( ( ! ! ! ( ( ! ( ( !
8''
( !
10''
68 0
Stonefield
76 0
!! ( (
( ! ! ( ( !
V
680
ä
( (! !
2 - 2,135 gpm Pumps!(
TRADEMA RK DR
E R C IA
( !
8''
Night Hawk LS
! ( ! ( ( ( ! ! ( ! ( ! ( !
( !
Night Hawk West
( !
SUFFIELD DR
( ! ( ! ! ( ( !
( !! ( ! ( ( !
! ( ( !
V
! ( ( ! ! ( ( ! ( ( ! !
( !
. 18''!( F.M
Dorsett LS
64 0
660
63 0
TR HA AVI YS S C CO O. .
2 - 1,245 gpm Pumps
(! ! ( DR ! ( CRESCENT ! ( ( ( ! ! ! ! ( ( ( ! ( ! ( ! ( ! ( ! ( (! ! ( ! ( ! 6'' ( ! ( ! ( ! ! ( ! ( ( ! ( ! 6'' ( ! ( ! ( ! ! ( ( ! ( ! ( ! (RO CK HURS T ST ! (! ! ( ! ( ( ! ( ! (! ( ! ( ! ( ! R ES T D R( ! ( F A I R C! ( ! ( ! ( ! ( ! ( !
( !
V
( ( ! ! ! ( (! ! ( ! ( ( (! (! !
ä
( !
2 - 100 gpm Pumps
( ! ! (( ( ! ! ( !
CT
( !
ä ( MT N ! ( ! ( ! ! ( T! ( ! ( ( YM !
PA R A D I ( ! ! ( SE
! ( ( !
( !
( !
( !
!! ( (! (
( !
( !
( !
( !
( !
( 10'' !
! ( ( ( ! ! ( (! (! !
( ! !! ( (
IT UIL TR A N Q! !! ( (( ! ( (( ! !
! ( ( !
( ! ! ( ( (! !
ä
8''
8''
( 8''!! ( ( !
( !
COLD SPG
( !
( !
( (! !
8''
8''
8'' F.M.
( !
( ! ! (
M ! CO (
( !
( !
! ( ( !
! ( ( !
( !
E RC ( ME !
Meadows
( !! (
640
City of Buda (Downtown) Wastewater Treatment Plant
City Hall LS
EAST ST
( ( ( ! !!
( ! (! ! (! (
71 0
( ! ! (
( !
( !
( !
( ! ( ! WWTP
ä
VIA VERONA
( !
ä
V
( !
( ( ! !
6''
( !
ST
( !
HS T
KS T
AS
( ( CH ST ! !
PE A
LIV
V
ä
( !
( !
8''
EL M
4'' F.M. ( !
Rich m
( !
( !
WWTP
.M 'F ' 10
K R LO O
( !
BUSINESS PARK DR
( !
760
CEME NT PLANT RD
Rebel Road
720
( !
( 6'' ! ( ! ( !
2 - 7 gpm Pumps
( ! S XIN G
( !
S O VE
( !
( !
MA R K
Loop 4 LS
BA RT ON
( !
2 - 15 gpm Pumps
( ! Garlic Creek LS
( !
8'' ! ( ( !
710
Creek Side LS
730
( ! Firm = 4,303 gpm (Capacity ( ! !
( !
( !
( 8'' !
( !
( !
V
ä
Creekside
VANESSAS WAY
( !
( !
( ( ! !
!! ( ( ! (
10 ''
2 - 100 gpm Pumps
( !
( !
( !
( !
Buda Elm LS
2 - 815 gpm Pumps
( !
! ( ( ! ( !
! ( ( !
( !
( !
10''
Overlook Park LS
( !
( !
18'' !(
( !
! ( ( !
( !
SALLE AVE
( !
MARIBEL AVE
( !
(! ! (
( !
CLARENCE CT
( ! ! ( ( ! ( ! ( ! ( !
18''
( ( ! !
( !
( !
( !
LY
Y
P E AR PA SS
WA
! ( ( ! 8'' ( ( ! !
NOPAL LN
SEREN E HOL W
( ( ! ! ( !
8''
10''
STIL L HOL LOW CRK
( !
( !
( (! (! !
( !
N
ASTER CV
( ( ! (! ! (! ( ! ( ! (!
( !
LA
FOX HOLW
U RAC C O O N R
O Y S TER CRK 8'' ! (! ! 8'' 8'' ( ( ! ( ! ( (! ( ! ( ! 8 8'' '' BAYOU BND
MIDDLE CRK
( !
( !
( !
( !
( !
( !
SON WAY GIBER ( !
CLARK BROTHERS DR
HEEP RUN
( ! ! ( ( ! (! ! (! (
Onion Creek
COLE SPRI NGS RD
RD OLD BLACK COLO NY
nC
P I NE
N SK I
TU R N S T O
N E DR
DUNLIN DR
A RA D R
820
Garlic Creek
( ( ! !
LONG SPUR DR
GS H O R I N( LW S P( ! ( ! ! (! R! ( ! (
( !
AC
WILLET DR
TOWHEE DR
VERD IN DR
'' !( 18!(
R
( ! (! (! ( ! (! ! ( ( ! (! ! ! ( ( ! ! ( ( ( ! ( G! ( ( ! ( ! SP !S ( ! ( AFF R O N ! ( ! (! ! ( ( ! ! ( ! ( ! (! ( (! ! ( ( ! ( ! ( ! ( ! (! ! 8' KED CRK ' CROO ( ( ! ( ! ( ! (! ! ( CRK ( OYSTE R ! ( ! ( ( ! (! ! ( (! (! ( ! ! ( (! ! ( !
A ( LE!
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DR
( ! ( 8'' ! ( ! ( ! ! ( ( ( A ! ! 8'' ! ( ( ! ( ! (( ! ( ! ! ( ! ( (! ! ( ! ORSE CRK ( ! ' WILDH (! ! ( ! ( ! 8'! ( ! ! ( ( ( ! !( ( ( ! CO ! ( LD (W A !
! (
C ÷
On io
C ÷
( !
ELM GROVE LN
t an g B Mu s r a nc h
750
0 82
800
0 84
830
W WAY DR
18''
EULALAH LN
8'' ! 8'' ( 8'' ( ! ( !
8'' ( !
MAYBROOK DR
LN
HAYS
C ÷ 6 "
AT CH
CA
740
86 0
O AK F OR
W O OD L A
870
83 0
WHITNEY RUN
800
0 87
6'' F.M.
8''
8''
860
85 0
ARM ADILLO TRC E
84 0
780
WILEY WAY
840
810
LA M
84 0
IT R U N
RA BB
85 0
76 0
8''
83 0
R
R X IS 740
790
77 0
JERRYS LN
EJ O
CO N
8''
HARPER VILLAGE RD
0 83
83 0
800
BRIDGE S LN
C
8'' 8''
8''
81 0 730
8''
8''
K PR I C
82 0 S
12''
78 0
750
N
710
8''
69 0 HAYS YOUTH DR
710
ELLIOT T RANCH RD
R
D
PL E
A
M
760
O A K W OOD D R
750
720
10''
6'' 700
69 0
6'' UF BL
8''
6'' 8''
8''
16 '' 770
S
8''
8' '
ch
B ra n Bunt on
8'' 8''
8''
FS T
6''
8''
T IN S ST
A NR
6'' 6'' SUN BONNET DR
HOT SPRING VLY
AU S T
10'' ST AD
8''
A IN
.
8''
8''
8''
20'' F.M. 77 0
N
SM
4'' F.M.
750
IL R O
6''
M
OL
H
C
6''
6''
6''
20'' F .M N CEDAR ST
GA RIS ON R D
700
8''
T RL LA JOLLA ST
TOBIN DR
IS H
8'' LAS CRUCES ST
DISTRIBU TION CV
8'' BONITA VISTA DR
EARL LN
690
8''
IH 3 5F R
8''
10''
F.M . 8''
OX DR KN
770
760
12''
770
REYNA LN
6''
BELL LN
8''
8''
8''
750
ROCHA DR
10''
10''
8''
IH 3 5F R
6''
10''
An
8''
8'' 8''
10''
NB EX IT 22 0 740
750
690
8'' 8''
OL D SB 760
8'' FM 2001
TO NI O AN SA N
8''
8'' 8''
22 0 EX IT
RD
E FI R
8''
680
8''
8'' 700 CE
TR
OP
C
ST
EX IT
DR R KE C RA
PIT
NB 22 3
O MO
35 SB S IH
73 0
75 0
OLD SAN ANTONIO RD
DS B 35 S VR S IH 660 670
690
670
DN B 710
71 0
35 S VR
S IH
WO
86 0
TWIS TED OAKS LN
ST O
h d r e ws B r a nc
T
ND R
IE
RO
8''
MA R
HE
AR
EE K
M
Y
CR
ch
DOW
an 700
SHA
690
S IH 35 NB
D
690
BL V
700
74 0 TR
OK
8'' F.M.
8''
RO
S LOOP 4
12''
DACY LN
W
8''
L RD
0 73
8''
HIL
720
8''
IND Y
8''
8''
720
0 74
L
0 73 710
S T DR
760
RE OA K F O
770
CV
740
T ES
720
LN
780
COUNTRY FOLKS LN
VE
78 0
DO
DODG EN TRL
S FM 1626
640
G BUDA SPORTSPLEX DR
8''
D BL V
TR
BLACKBIRD LN
DODG EN WAY
8'' 8''
8'' F.M.
HT
NE
DR
L
LE LN
8'' 8'' W
8''
RO IG SL
TO
TOR I
RO
N M OU R N I
LN STILL HOLLOW CRK PINAFORE ST
760
RT BE
S IL
0 75
KL
Q U
MO NTVA
ON GT IN
740
M I LL
8'' DR S C EDAR S T
6''
6'' F.M.
740
D
CT
8'' C AT MANDAN ST
OLD GOFORTH RD
750
S
SOUT HERN DR
8'' LW
SEQUO YAH ST
OLD WEST TRL
LN G R EE N MEAD OWS
760
IL L
N
18'' 8'' HO ARIKARA ST
D
FIREBUSH WAY
0 67
3,400
H
TO CANY ON WREN DR
R
8'' 6''
R
GRASS DR
G
N FM 1626 GARLIC CREEK DR
TO
D
8'' CLARY CT
S
FEA T H E R
EE
LI N
LE DR
G N TREE HAVE N CT BRIARSTONE DR
ER S
8''
R PEBBLE C
N
LEISU RE W O O DS
0 77
8'' 8'' WO ODS TRL
10''
V O
PA
T
E
U
OXBO W TRL
SID ALLEN S DR
ENCHANTED
6''
8''
750
W
Z
0 78 W IL D F I R
R
REMU DA TRL
TALLE Y LOOP
10''
6''
0 75
E VI
AZ
730
L
FIRE FLY CV
650
8''
CA
ND
AT 730
AI
RD LIT TL E BEAR
A PP
T MAGNOLIA CV 690
PO
ZM 650
0 89 TR E E
OP
F.M. 18''
DR 770 630
820
H K CV LAUR EL CV
6''
12''
8''
Y 680
R
UT OA 0 70 680
12'' DA ND
720
N
810
Y 760
B
U
10''
0 75
k R
760
0 73
L
DOVE DR
8''
740
750
AI
0 61
690
Q U
660
690
CV N
S H LN
JACK C HAYS TRL
Water & Wastewater Impact Fee Report City of Buda 3.2
Water Model Update and Validation
The City provided the most up-to-date versions water distribution system model. The water system model was built in Bentley’s WaterGEMS® software. K. Friese and Associates (KFA) updated the water model, adding recently constructed water lines and facilities. A 72-hour extended period simulation (EPS) analysis was performed by KFA with 2017 and 2027 projected 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. KFA utilized the hydraulic model to develop a 10year water CIP as part of a separate study. As part of the impact fee update study, the existing system demand allocation was updated using geocoded billing data. In order to verify that the hydraulic model accurate represented the actual distribution system, a model validation was performed. Field testing was conducted March 17th to 27th, 2017. Eight pressure recorders were installed throughout the distribution system. The pressure testing data was used to validate the EPS model scenario by verifying that modeled pressures were generally within five psi of the measured field pressures. Graphs of the pressure recorder data and a map showing the validation results and pressure recorder locations are provided in Appendix B. The model was used to conduct fire flow analysis under maximum day demands, and determine minimum observed pressures during maximum hour demands for both 2017 and 2027.
3.3
Wastewater Model Update
The City provided the existing wastewater system hydraulic model developed by Lockheed, Andrews & Newnam, Inc. (LAN) as part of the 2012 Wastewater Master Plan. The wastewater collection system model was built in Bentley’s SewerGEMS® software.
FNI updated the model to include newly
constructed lines and facilities, and updated the existing system flow allocation using geocoded billing data. This model was used to evaluate the capacity of the existing system during peak wet weather conditions for 2017, 2027, and Buildout.
3.4
Water Demand and Wastewater Load Projections
The land use data and historical water demands, and wastewater flow characteristics were used to develop future water demands and wastewater flows based on a projected average day and maximum day demand per connection and peaking factors. Design average day and maximum day demand per connection values were chosen to align with projected demands used by KFA to create the proposed 10-
3-4
Water & Wastewater Impact Fee Report City of Buda year water CIP. As no peak hour water demand data were available, a peak hour to maximum day demand peaking factor of 1.75 was selected to be conservative based on previous experience with cities of similar size. For wastewater, no historical connection or peak wet weather flow data were available. Therefore, the average dry weather flow of 245 gallons per connection was used to be consistent with the 2012 Wastewater Master Plan performed by LAN. A wet weather peaking factor of 4.0 was chosen based on recommendations from the Texas Commission on Environmental Quality (TCEQ). These projections were allocated into the respective hydraulic models, which served as a basis for determining the location and magnitude of the CIP projects. Table 3-1 and 3-2 show historical water demands and wastewater flows in millions of gallons per day (mgd), respectively. The design criteria for projected water demand and wastewater flow calculations are shown in Table 3-3. Table 3-4 presents the projected water demands in mgd, and Table 3-5 presents the projected wastewater flows in mgd for the City of Buda. Table 3-1
Historical Water Demands
Year 2010 2011 2012 2013 2014
Water Connections 2,325 2,611 2,821 3,345 3,660
Average Day Demand (mgd) 1.00 1.10 1.00 1.10 1.30
Average Day Demand (gallons per connection per day) 430 421 354 329 355
Maximum Day Demand (mgd) 1.70 2.10 2.20
Maximum Day Demand (gallons per connection per day) 603 628 601
Average
-
1.10
378
2.00
611
Maximum
-
1.30
430
2.20
628
3-5
Water & Wastewater Impact Fee Report City of Buda Table 3-2
Table 3-3
Historical Wastewater Flows
Year 2008 2009 2010 2011 2012 2013 2014 2015
Average Annual Daily Flow (mgd) 0.70 0.81 1.09 0.94 1.02 1.10 1.32 1.12
2016
1.11
Average Maximum
1.02 1.32
Projected Water Demand and Wastewater Flow Design Criteria Water
Average Day Demand (gallons per connection per day) 391
Maximum Day Demand (gallons per connection per day) 772
Wastewater
Peak Hour to Maximum Day Peaking Factor 1.75
3-6
Average Dry Weather Flow (gallons per connection per day) 245
Peak Wet Weather Flow Peaking Factor 4.00
Water & Wastewater Impact Fee Report City of Buda Table 3-4
Planning Year
2017
2022
2027
Buildout
Projected Water Demands
Pressure Zone Low
Connections 1,295
Average Day Demand (mgd) 0.51
Middle
2,960
1.16
2.29
4.00
High
125
0.05
0.10
0.17
Total
4,380
1.71
3.38
5.92
Low
1,741
0.68
1.34
2.35
Middle
4,033
1.58
3.11
5.45
High
594
0.23
0.46
0.80
Total
6,368
2.49
4.92
8.60
Low
2,410
0.94
1.86
3.26
Middle
4,992
1.95
3.85
6.74
High
876
0.34
0.68
1.18
Total
8,278
3.24
6.39
11.18
Low
7,644
2.99
5.90
10.33
Middle
5,590
2.19
4.32
7.55
High
1,738
0.68
1.34
2.35
Total
14,972
5.85
11.56
20.23
3-7
Maximum Day Demand (mgd) 1.00
Peak Hour Demand (mgd) 1.75
Water & Wastewater Impact Fee Report City of Buda Table 3-5
Projected Wastewater Flows
Basin
Connections
2017 Average Dry Weather Flow (mgd)
Creekside
13
0.00
0.01
13
0.00
0.01
13
0.00
0.01
13
0.00
0.01
Dahlstrom
2
0.00
0.00
109
0.03
0.11
109
0.03
0.11
109
0.03
0.11
Dorsett
58
0.01
0.06
162
0.04
0.16
344
0.08
0.34
344
0.08
0.34
FM 2001
35
0.01
0.03
178
0.04
0.17
519
0.13
0.51
612
0.15
0.60
Garison
0
0.00
0.00
20
0.00
0.02
260
0.06
0.25
2,065
0.51
2.02
Garlic Creek
2,839
0.70
2.78
3,828
0.94
3.75
4,609
1.13
4.52
4,876
1.19
4.78
Green Meadow
300
0.07
0.29
300
0.07
0.29
300
0.07
0.29
300
0.07
0.29
Hillside Terrace
1
0.00
0.00
1
0.00
0.00
377
0.09
0.37
377
0.09
0.37
Meadow Park
182
0.04
0.18
182
0.04
0.18
182
0.04
0.18
182
0.04
0.18
Meadows
473
0.12
0.46
473
0.12
0.46
473
0.12
0.46
647
0.16
0.63
Night Hawk East
142
0.03
0.14
142
0.03
0.14
142
0.03
0.14
222
0.05
0.22
Night Hawk West
381
0.09
0.37
381
0.09
0.37
551
0.13
0.54
1,244
0.30
1.22
Onion Creek
66
0.02
0.06
834
0.20
0.82
1,421
0.35
1.39
4,025
0.99
3.94
Quarry
0
0.00
0.00
0
0.00
0.00
0
0.00
0.00
1,500
0.37
1.47
Rebel Road
42
0.01
0.04
42
0.01
0.04
42
0.01
0.04
227
0.06
0.22
South Buda
6
0.00
0.01
6
0.00
0.01
6
0.00
0.01
308
0.08
0.30
Stonefield
445
0.11
0.44
445
0.11
0.44
540
0.13
0.53
540
0.13
0.53
WWTP
553
0.14
0.54
553
0.14
0.54
553
0.14
0.54
598
0.15
0.59
Grand Total
5,538
1.36
5.43
7,669
1.88
7.52
10,441
2.56
10.23
18,189
4.46
17.83
Peak Wet Weather Flow (mgd)
Connections
2022 Average Dry Weather Flow (mgd)
Peak Wet Weather Flow (mgd)
3-8
Connections
2027 Average Dry Weather Flow (mgd)
Peak Wet Weather Flow (mgd)
Buildout Average Dry Weather Flow Connections (mgd)
Peak Wet Weather Flow (mgd)
Water & Wastewater Impact Fee Report City of Buda 3.5
TCEQ Requirements
As a retail water purveyor, the City of Buda must comply with the rules and regulations for public water utility systems set forth by TCEQ in 30 TAC Chapter 290, Public Drinking Water. 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. In addition to storage requirements, the City is also required to meet the TCEQ pumping capacity requirements. The City currently provides at least 200 gallons per connection of elevated storage resulting in a TCEQ pumping requirement of 0.6 gallons per minute (gpm) per connection. If the City provided less than 200 gallons per connection of elevated storage in the future, the TCEQ pumping requirements would increase. The City reported having 4,380 active connections as of July 2017. TCEQ capacity requirements were evaluated by PZ. Existing and future storage and pumping capacities were evaluated and are summarized in Table 3-6 through Table 3-9. The City is currently meeting all requirements except for distribution pumping capacity in the combined Middle and High PZs. However, this deficiency is addressed in the proposed CIP with the addition of the Alliance Regional Water Authority (ARWA), formerly known as the Hays County Public Utility Agency (HCPUA) Phase 1 PS, which will serve the Middle and High PZs. This PS is scheduled to come on line in 2018. Table 3-6 TCEQ Requirement 200 gallons per connection
Number of Connections
Required Total Storage (gallons)
Available Total Storage (gallons)
TCEQ Requirement Met?
4,380
876,000
3,140,000
Yes
Table 3-7 TCEQ Requirement 0.52 gpm per connection(1)
Total Storage Volume Requirements
Supply Pumping Capacity Requirements
Number of Connections
Required Supply Pumping Capacity (gpm)
Available Supply Pumping Capacity (gpm)
TCEQ Requirement Met?
4,380
2,278
2,776
Yes
(1) Pumping requirement is 0.52 gpm per connection since the TCEQ has granted the City an alternative capacity requirement.
3-9
Water & Wastewater Impact Fee Report City of Buda Table 3-8
Pressure Zone Low Middle & High(1) Systemwide
TCEQ Requirement 100 gallons per connection 100 gallons per connection 100 gallons per connection
Elevated Storage Volume Requirements
Number of Connections
Required Elevated Storage Volume (gallons)
Available Elevated Storage Volume (gallons)
TCEQ Requirement Met?
1,295
129,500
1,600,000
Yes
3,085
308,500
850,000
Yes
4,380
438,000
2,450,000
Yes
(1) Middle and High PZs combined because the Middle PZ is fed through 4 PRVs from the High PZ.
Table 3-9
Pressure Zone Low Middle & High(1) Systemwide
TCEQ Requirement 0.6 gpm per connection(2) 0.6 gpm per connection(2) 0.6 gpm per connection(2)
Distribution Pumping Capacity Requirements
Number of Connections
Required Distribution Pumping Capacity (gpm)
Available Distribution Pumping Capacity (gpm)
TCEQ Requirement Met?
1,295
777
2,450
Yes
3,085
1,851
1,400(3)
No
4,380
2,628
3,850
Yes
(1) Middle and High PZs combined for pumping and storage requirement purposes because the Middle PZ is fed through 4 PRVs from the High PZ. (2) Pumping requirement is 0.6 gpm per connection because the City provides more than 200 gallons per connection of elevated storage capacity. (3) Does not include capacity from the planned ARWA Phase 1 PS.
3.6
Water and Wastewater System Analyses 3.6.1
Storage and Pumping Recommendations
This section summarizes the evaluation of the storage and pumping capacity for the City based on study criteria developed by FNI. These criteria are generally more stringent than the TCEQ requirements and take into consideration system-specific factors including operational flexibility, fire suppression, redundancy, and energy efficiency. The design criterion used to analyze EST capacity is the volume required to provide adequate equalization storage for peak hour demands plus emergency storage for fire protection. It is typically assumed that half of the EST capacity is used to meet peak hourly demands in excess of the maximum day rate (equalization volume), while the other half of the tank is used for fire
3-10
Water & Wastewater Impact Fee Report City of Buda protection and emergency conditions (fire/emergency volume). This evaluation assumes that pumping will meet 125% of maximum day demands and elevated storage will meet 40% of peak hour demands. Table 3-10 shows the recommended elevated storage by PZ in terms of millions of gallons (MG). The combined Middle and High PZ available elevated storage is below what is recommended. However, the storage volume of the proposed ARWA Phase 1 EST included in the CIP was sized such that the City will be able to meet these recommendations, even through Buildout. Table 3-10
Planning Year 2017
2022
2027
Buildout
Pressure Zone Low Middle & High(5) System-Wide Low Middle & High(5) System-Wide Low Middle & High(5) System-Wide Low Middle & High(5) System-Wide
Recommended Elevated Storage Volume Available Elevated Storage Volume (MG) 1.60
Peak Demand (mgd)(1) 0.70
Peak Volume (MG)(2) 0.12
Fire Volume (MG)(3) 0.63
Recommended Elevated Storage Volume (MG)(4) 0.75
1.67
0.28
0.63
0.91
0.85
2.37
0.39
0.63
1.02
2.45
0.94
0.16
0.63
0.79
1.60
2.50
0.42
0.63
1.05
0.85
3.44 1.30
0.57 0.22
0.63 0.63
1.20 0.85
2.45 1.60
3.17
0.53
0.63
1.16
0.85
4.47 4.13
0.75 0.69
0.63 0.63
1.49 1.38
2.45 1.60
3.96
0.66
0.63
1.32
0.85
8.09
1.35
0.63
2.70
2.45
(1) Equals 40% of peak hour demand (2) Required volume to supply the peak demand for a duration of 4 hours (3) Assuming highest fire flow required is 3,500 gpm for a 3-hour duration (4) The greater of twice the peak volume or the peak volume plus fire volume (5) Middle and High PZs combined because the Middle PZ is fed through 4 PRVs from the High PZ.
The recommended firm pumping capacity was calculated based on meeting 125% of maximum day demands. Firm pumping capacity is defined as the total available pumping capacity with the largest pump in the PZ out of service. Table 3-11 presents the recommended firm pumping capacity. The Low PZ has adequate pumping capacity to meet demands through 2027. The available pumping capacity in the Middle and High PZs is less than recommended, even in 2017. However, as mentioned in Section
3-11
Water & Wastewater Impact Fee Report City of Buda 3.4, this deficiency will be alleviated by the addition of the new ARWA Phase 1 PS, which will serve the Middle and High PZs. Table 3-11
Planning Year 2017
2022
2027
Buildout
Recommended Firm Pumping Capacity
Average Day Demand (mgd) 0.51
Maximum Day Demand (mgd) 1.00
Peak Hour Demand (mgd) 1.75
Recommended Pumping (1) (mgd) 1.25
Available Pumping Capacity (mgd) 2.38
1.21
2.38
4.17
2.98
1.30
1.71
3.38
5.92
4.23
3.67
Low Middle & High(2) System-Wide
0.68
1.34
2.35
1.68
2.38
1.81
3.57
6.25
4.47
1.30
2.49
4.92
8.60
6.15
3.67
Low Middle & High(2) System-Wide
0.94
1.86
3.26
2.33
2.38
2.29
4.53
7.93
5.66
1.30
3.24
6.39
11.18
7.99
3.67
Low Middle & High(2) System-Wide
2.99
5.90
10.33
7.38
2.38
2.87
5.66
9.90
7.07
1.30
5.85
11.56
20.23
14.45
3.67
Pressure Zone Low Middle & High(2) System-Wide
(1) Recommended pumping is 125% of maximum day demand (2) Middle and High PZs combined because the Middle PZ is fed through 4 PRVs from the High PZ
Recommended ground storage capacity was calculated based on providing storage equivalent to 4 to 8 hours of maximum day demand. Storage volumes equivalent to 4, 6, and 8 hours of maximum day demand were calculated, and range from least conservative to most conservative, respectively. Table 3-12 presents the recommended ground storage capacity by PZ. The available ground storage in the Low PZ is adequate to provide 4 hours of maximum day demand through 2027, while the available ground storage in the Middle and High PZs is below all recommended volumes. However, the GST proposed as part of the ARWA Phase 1 PS will provide additional ground storage in the Middle and High PZs. It should also be noted that the Low PZ and the combined Middle and High PZs have 1.60 MG and 0.85 MG of elevated storage, respectively, a portion of which can serve as additional supply in emergency situations.
3-12
Water & Wastewater Impact Fee Report City of Buda Table 3-12
Year 2017 2022 2027 Buildout
Pressure Zone Low Middle & High(1) Low Middle & High(1) Low Middle & High(1) Low Middle & High(1)
Recommended Ground Storage Volume
4 Hrs of MD Demand (MG) 0.17 0.40 0.22 0.60 0.31 0.76 0.98
6 Hrs of MD Demand (MG) 0.25 0.60 0.34 0.89 0.47 1.13 1.48
8 Hrs of MD Demand (MG) 0.33 0.79 0.45 1.19 0.62 1.51 1.97
Available Ground Storage (MG) 0.38 0.31 0.38 0.31 0.38 0.31 0.38
0.94
1.41
1.89
0.31
(1) Middle and High PZs combined because the Middle PZ is fed through 4 PRVs from the High PZ
3.6.2
Water System Hydraulic Modeling
As mentioned in Section 3.2, the majority of the modeling that went in to developing the 10-year water CIP was done by KFA. However, the hydraulic model of the water distribution system was utilized to measure minimum pressures in the system during periods of peak demand. During the maximum day EPS analysis, the peak hour demand condition was simulated by setting the highest hourly peaking factor in the diurnal demand pattern equal to the maximum day to peak hour peaking factor. 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. Appendix C contains maps showing the minimum pressure observed in the model under both existing and 2027 peak hour demand conditions. The TCEQ minimum required pressure within a distribution system is 35 pounds per square inch (psi) under all demand conditions. As seen in Appendix C, most of the system is currently meeting that minimum requirement, and all parts of the system exhibit minimum pressures above 35 psi during 2027 modeling. To evaluate the fire suppression capabilities of the water distribution system, a fire flow analysis was conducted under existing maximum day demand conditions, and with the proposed 10-year improvements in place. 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. Appendix C shows the results of
3-13
Water & Wastewater Impact Fee Report City of Buda the fire flow simulations for both the 2017 and 2027 systems. The majority of the water system can provide at least 1,000 gpm, which is a typical residential fire flow demand. Most available fire flows below 1,000 gpm are due 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.
3.6.3
Wastewater System Hydraulic Modeling
The wastewater model along with selected design criteria were used to evaluate the wastewater collection system. Gravity lines were recommended for replacement when the ratio of actual flow depth to the diameter of the pipe (d/D) in modeled conditions was 0.85 or greater. Slopes for new lines are based on the minimum slope requirement for the given pipe diameter set forth by the TCEQ. Proposed lines are sized for replacement of the existing line. The design criteria for lift station pumping is to provide firm pumping capacity to meet 125% of the peak wet weather design flows. TCEQ requires that the lift station be capable of pumping the expected peak flow; however, it is recommended to design for 125% of the peak wet weather design flow. The firm pumping capacity is defined by the TCEQ as the total available lift station pumping capacity with the largest pump out of service.
3.7
Water and Wastewater System Improvements
Proposed water and wastewater system improvement projects were developed based on water demand and wastewater flow projections. A summary of the costs for each of the projects required for the 10year growth period used in the impact fee analysis for both the water and wastewater systems is shown in Table 3-13 and Table 3-14, respectively. Costs listed for the existing projects are based on actual design and construction cost data provided by the City. Detailed cost estimates for the proposed water and wastewater system projects are included in Appendix D and Appendix E, respectively. The costs are in 2017 dollars and include an allowance for engineering, surveying, and contingencies. Cost estimates do not include allowances for right-of-way acquisition. Table 3-13 and Table 3-14 show a 2017 percent utilization as the portion of a project’s capacity required to serve existing development. This portion of the project cost is not impact-fee-eligible. The 2027 percent utilization is the portion of the project’s capacity that will be required to serve the City in 2027. The 2017-2027 percent utilization is the portion of the project’s capacity required to serve development from 2017 to 2027. The portion of a project’s
3-14
Water & Wastewater Impact Fee Report City of Buda total cost that is used to serve development projected to occur from 2017 through 2027 is calculated as the total actual cost multiplied by the 2017-2027 percent utilization. Only this portion of the cost is used in the impact fee analysis. The proposed 10-year water system projects are shown on Figure 3-3. Proposed wastewater projects are shown on Figure 3-4.
3-15
Water & Wastewater Impact Fee Report City of Buda Table 3-13
Water System Impact Fee Eligible Projects Percent Utilization
No.
Description of Project
Existing
2017(1) 2027
20172027
A
Bonita Vista Pump Station Expansion
30%
60%
30%
B
Well #5
40%
80%
40%
$391,219
$156,488
C
Impact Fee Study
0%
100%
100%
$51,925
$51,925
$1,717,404
$590,691
Existing Project Sub-total
Proposed
Costs Based on 2017 Dollars 10-Year Capital (2017Cost 2027) $1,274,260 $382,278
1
FM 1626 12-inch Connector - Elm Grove ES to HCPUA Pump Station
40%
80%
40%
$458,000
$183,200
2
Alliance Regional Water Authority (HCPUA) Phase 1 Pump Station
40%
80%
40%
$2,334,300
$933,720
3
East I-35 Loop 12-inch Water Line
10%
100%
90%
$2,240,800
$1,792,640
4
Old Black Colony Elevated Water Storage Tank
40%
80%
40%
$3,090,700
$1,236,280
5
Old Black Colony Road 12-inch Water Line and Pressure Reducing Valve
0%
35%
35%
$2,607,600
$912,660
6
12-inch Connection from Enchanted Woods Trail to Old Black Colony Road
0%
80%
80%
$271,800
$217,440
7
Cole Springs Road/Jack C. Hays Trail 12-inch Water Line
0%
15%
15%
$2,255,100
$338,265
8
12-inch Loop from Cabela's to I-35
15%
35%
20%
$1,572,600
$314,520
9
12-inch Water Line along Garison Road to West Goforth Street Loop
0%
15%
15%
$2,515,100
$377,265
10 12-inch Water Line near Garlic Creek Pump Station
50%
90%
40%
$62,100
$24,840
11 12-inch West I-35 Loop
0%
30%
30%
$1,299,400
$389,820
12 Garlic Creek Aquifer Storage & Recovery
50%
90%
40%
$4,725,200
$1,890,080
13 12-inch Main Street Water Line
15%
35%
20%
$1,332,000
$266,400
14 ARWA Water Line and Pump Station (Phase 1A and 1B)
0%
70%
70%
$17,938,900
$12,557,230
Proposed Project Sub-total $42,703,600
$21,434,360
Total Capital Improvements Cost $44,421,004
$22,025,051
(1) Utilization in 2017 on proposed projects indicates a non-impact-fee-eligible portion of the project that will be used to address deficiencies within the existing system.
3-16
Water & Wastewater Impact Fee Report City of Buda Table 3-14
Proposed
Existing
No.
Wastewater System Impact Fee Eligible Projects Percent Utilization 20172017(1) 2027 2027 68% 90% 22%
Description of Project A
Garlic Creek Lift Station
B
Impact Fee Study
1
Wastewater Treatment Plant Expansion Meadows at Buda Lift Station Rehabilitation and Expansion 12-inch Sportsplex Sewer Line Upsize. 30-inch Wastewater Line New Nighthawk Lift Station Northeast IH-35 12" Wastewater Interceptor Northwest IH-35 15" Wastewater Interceptor Stonefield Interceptor Replacement Meadow Parks Lift Station Expansion Proposed FM 2001 Lift Station Meadows at Buda Lift Station Expansion and Force Main Overlook Park Lift Station Expansion 8/12-inch FM 967 Wastewater Line Proposed Lift Station West of IH-35 10/12-inch Gravity Line East of Garison Road 8-inch Gravity Line along Garison Road 12-inch Gravity Line to the Bailey Tract 18-inch Gravity Line north of Garlic Creek Lift Station Onion Creek Gravity Line
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
0% 100% 100% Existing Project Sub-total
Costs Based on 2017 Dollars Capital 10-Year Cost (2017-2027) $2,265,423 $506,838 $51,925 $2,317,348
73% $22,887,000 0% 73% 20% $193,000 80% 100% 50% $453,100 40% 90% 68% $1,058,000 7% 75% 25% $2,874,400 20% 45% 85% $582,400 5% 90% 60% $1,239,600 30% 90% 22% $3,230,900 44% 66% 65% $493,100 25% 90% 85% $1,582,200 0% 85% 10% $2,913,300 70% 80% 15% $2,769,800 20% 35% 55% $1,265,900 35% 90% 70% $932,900 0% 70% 15% $1,101,700 0% 15% 10% $596,700 0% 10% 95% $763,500 0% 95% 80% $546,000 0% 80% 35% $3,115,700 0% 35% Proposed Project Sub-total $48,599,200 Total Capital Improvements Cost $50,916,548
$51,925 $558,763 $16,727,422 $38,600 $226,550 $716,957 $718,600 $495,040 $743,760 $721,935 $320,515 $1,341,768 $291,330 $423,900 $696,245 $653,030 $165,255 $59,670 $725,325 $436,800 $1,099,978 $26,602,679 $27,161,441
(1) Utilization in 2017 on proposed projects indicates a non-impact-fee-eligible portion of the project that will be used to address deficiencies within the existing system.
3-17
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RD OLD BLACK COLO NY
t an g B
C ÷ 6 "
r a nc
6 "
h
ek re
C ÷
C O n ion
Mu s
( !
( !
A RA D R
12 ( " !
( !
( ( ! !
820
( !
8"
( (! !
( !
72 0
Quarry
0
19
75
( 69
BUCK ARO O TRL
( !
( (! !
0
( !
( !
( !
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10
18" !(
( !
( !
( 8" !
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( !
( !
( !
( !
! ( ( !
( !
( !
U RAC C O O N R
( !
( !
( !
( !
8"
( !
( !
( !
( !
12"
( !
( !
( !
10"
( !
( !
720
740
( !
Garlic Creek LS ( ! ( ! ( ! ( ! ( ! ! ( ( !
( !
(! ! (
( !
( !
18 ( ( !
( !
18"
( !
( !
( !
( !
( ( ! !
( !
( !
( ! ! ( ( ! ( ! ( ! ( !
( !
( !
( !
18" !(
( !
! ( ( !
( !
! ( ( ! ( !
680
730
740
(
19
( !
( !
( ! ! (
( !
( ! ! (
( !
8"
0
( !
8"
760
( !
( !
.
! ( ( !
( !
710
( ! ( ! WWTP
Garison
2 - 15 gpm Pumps
Creek Side LS
( !
( !
( !
4'' F.M. ( !
LIV
HS T
EO A
( !
AS
( !
( !
KS T
( !
(! ! (
( !
V
6"
6"
KYLE
N DR
( !
! ( ( !
ond B
PR EC IS IO
( !
( !
8" 8" ( ( !! ( ! REBEL DR
( !
( !
ä
VIA VERONA
( !
V
ä ( !
6"
T
( ( ! !
( !
EL M ST
( ( CH S ! !
PE A
( !
Rich m
( !
( !
WWTP
BUSINESS PARK DR
( !
CEME NT PLANT RD
76
( !
760
( !
( !
Rebel Road
720
( !
! ( ( !
( ( ! 8" !
ä
.M 'F
( !
( !
2 - 7 gpm Pumps
Loop 4 LS
( ! S XIN G BA RT ON
( !
( !
730
640
16 (
63
0
10"
710
15
( ! ! ( ( !
ä
( (! !
680 0
12"
68
63
TR HA AVI YS S C CO O. . 0
0
ä
61 62 0
8"
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r
8"
( !
( !
( ! ! (
( !
( !
!! ( (
( !
( !
H
DA I! (
! ( ( !
( !
( !
( 6" ! ( !
( ( ! !
6"
( !
( !
( !
WINDMILL WAY
(! ! (
T A S! (
( !
( !! (
! ( ( ! ( ! ( !
( !
! ( ( !
( !
! ( ( !
V ä
( !
( ! ( 8" ( ! 8" ( (! ! ! ( ! ( ( ! (! !
( !
( !
$ d " !
( !
( !
( !
( !
CO
( !
( !
( !
! ( ( !
8" ( !
8"! (
( !
( !
!! ( (! (
( !
( !
( !
( !
( !
( !
( !
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6"
( !
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! ( ( !
V ( ! ! ( ( !
( !! (
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L DR
! ( ( ! ( ! ( ! ! ( ( !
( !
( !
( !
( !
( !
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( !
( !
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740
B
EL
AS
( !
DR
( ( ! !
8"
( !
( !
( !
( !
! ( ( !
( !
( !
( ! HILLSIDE TER
( !
L
8"
790
( ( ! !
( !
8"
8"
8"
72
0
APPL E BLOSSOM DR
KELLY SMITH LN
South Buda
2 - 100 gpm Pumps
SUFFIELD DR
( !
( !
8"
ST
10"
( !
( !
( ! ( !
( !
( !
( !
8"
( !
! ( ( !
( !
( !
700
!! ( ( ( ! ( !
( !
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( !
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0
V ä
R
! ( ( !
CO
Z
TR
ER
R
E LN
ON D
R
BL ND
Y
L
E
700
TURN
Meadow Park LS
8"
( !
( !
( !
K
( !
( !
( !
( ! ! (
( !
( !
( ! ! (
CA
! ( ( !
P
A SP
N
N RD
TR
L VD A IL S B
790
730
JACK RABBIT LN
QUARTER AVE
780
BRANDONS WAY H NIS
SL OA
EL N
RU
RS
( !
V ä
0
0
760
800
74
0
DB O
0
L
75
760
760
730
Firm Capacity = 525 gpm
0
Proposed Lift Station
(9
75
TURNE RSVILL E RD
76
74
0
710
1,700
PRAIRIE CIR
670
HOWARD LN
0
75
SH
0
45
E
W
B
ru sh yC
67
0
re e
66
0
70
770
780
SATT ERW HITE RD
WWTP
730
73
690
710
T X
FM 2001
! I
S
10 (
700
SCALE IN FEET
C ¸
720
Existing Capacity = 0.25 MGD
2!(!(- 380 gpm Pumps
( !
( !
C ¸
S SH 45 E EB
FM 1327 RD
Sunfield Wastewater Treatment Plant
10 (
8" F.M.
Green Meadows LS ( !
PLUMB AGO CV
( !
8"
( !
DR CANADA WILD ( !
R K HO
HD R
750
Sunfield
E R S V ILLE R D
14 (
DR
L
$ d " !
AUSTIN
2 - 182 gpm Pumps Expand to Firm Capacity = 675 gpm
RA
V
740
AC
AC
BL
DA
RR
A
LA VE
BE
ä
Green Meadow
KINGS RIDGE DR
W
W
P A SS
A
N
K
PURYE AR RD
FM 2001
. !( 6'' F.M ( ! ( !
RD TOM GREE N SCHO OL
( !
( !
ST
SADDL EBLANKET T RL
78
0
( (! ( ! !
( ! 8''!(F.M . !( !(
( ! ( !
! ( ( ! ( !
( !! (
Dorsett
76
( !
Meadow Park ( !
680
( !
11 (2 (
( !
( !
( !
8"
8"
( (! !
( ( ! !
2 - 660 gpm Pumps Rehabilitation and Expansion Expand to Firm Capacity = 1,600 gpm
Hillside Terrace
( !
! ( LOOP N E RIM ( ! ( ! ( !
TRAV ERTINE TRL
! ( ( !
( !
( !
E G O FOR T H
GLENVIEW LN
( ! ! (
10" ! (
( !
( !
(! ! ( ( !
Night Hawk East
FOSS
15"
( !
TR D( ! IE L ! ( F (! ! (! ( E! ! ( ( ( S T O N! ! (! (
DR
( ! AS T ER
( !
( !
( !
8 ( " !
( !
15"
Stonefield
( ! (! ! (! (
( !
AB
8"
(! ! (
! ( ( ! ! ! ( ( ! ( ( !
15" ( !
(8 AL
( !
( !
Meadows at Buda LS
ä
(! ! (
8"
!! ( (
(
( !
( !
12"
V ! ( ( !
( !
$ d " !
TRADEMA RK DR
E R C IA
8
( !
( !
( ! ! ( ( !
Night Hawk West
S Loop 4 BusIness Park LS
( !
ä
( !
( !
15" ( !
! ( ( ! ( ! ( ! ( !
! ( ( ! ( !
8" R ES T D R( ( ! ! ( F A I R C! ( !
W GOFORTH ST
( !
2 - 400 gpm Pumps
! ( ( ( ! ! ( (! (! !
! ( ( ! ( !
! ( ! ( ( ! ( !
(8" 8" ! ( (! ! ( !
6"
Night Hawk LS!(
8"
Firm Capacity = 4,300 gpm
! ( ! ( ( ( ! ! ( ! ( ! ( !
( ! ! ( ! ( 6" ( ! ( ! ! ( ( ! ( ! ( ! 6" (! ! ( ( ! ( ! (! ( ! ( ! ( !
! ( ( (! !
MM
! ( ( ! ! ( ( ! ( ( ! !
( !
! ( ( !
Dorsett LS
2 - 1,245 gpm Pumps
( ! . M. 18'' F !(
(! ! ( ! ! ( (
( !
ä
( ( ! ! ! ( (! ! ( ! ( ( (! (! !
Stone Field LS ( !
( MT N ! ( ! ( ! ! ( T! ( ! ( ( YM !
8"
( !
( !
! ( ( !
! ( ( !
( !
( ! !! ( (
PA R A D I ( ! ! ( SE
( ! ( ! (! ! (! (
( !
IT UIL TR A N Q! !! ( (( ! ( (( ! !
! ( ( !
( !
( !
8"
( !
! ( ( !
8"
( !
( 8"!! ( ( !
( !
COLD SPG
( ! ( (! ! ( 8"! ! ( ( !
( !
8"
8'' F.M.
( !
( !
( ! ! (
Meadows
Y STRM BLOSS OM VALLE ( ! ( !
710
! ( ( !
( !
( !
TS
!! ( ( ( !
T IN S MA ( !
City Hall LS
( !
( !
REBEL DR
( 6" !! (
( !! (
EAST ST
( ( ( ! !!
( !
Existing Capacity = 1.5 MGD Expand to 3.5 MGD
City of Buda (Downtown) Wastewater Treatment Plant
( !
L
Firm Capacity = 320 gpm
Proposed Lift Station
( V 7 ( 14 (1 ( 12 X T ( 6 V ( 7 V ( $ d " ! (4 5 8 ( ( V
( !
( !
( !
S! (
R D( ! AY
( 6" ! 6" ( ! 6"! ! ( ( 6"( 6" ! ( ! ( !
Y LE
W
K R LO O S O VE MA R K
' 16
( !
V
ä
17 (
Creekside
( H A!
2 - 100 gpm Pumps
710
770
( ( ! ! ! ( ( !
V
ä
( !
( !
( !
( ( ! !
ä !! ( ( ! (
V
( !
10 "
Buda Elm LS
680
( ! Firm Capacity = 4,303 gpm
OYSTE R CRK
( !
( !
( !
LY
Y
P E AR PA SS
WA
Overlook Park LS
( (! (! !
( !
10"
(! ! (! (
( !
( !
( ! ! (
" 18
( !
( !
( !
! ( ( ! ( !
NOPAL LN
( ( ! (! ! (! ( ! ( ! (!
( !
N
ASTER CV
13
STIL L HOL LOW CRK
( !
8"
(! ! (
( !
( ! ( !
8"
! (( !
( !
( !
( !
COLE SPRINGS RD
21"
( ( ! !
( !
8"
( !
Z
( ! 2!(- !(815 gpm Pumps ( ! Expand to !(Firm ( Capacity = 3,425 gpm !
BAYOU BND
( !
( !
( !
( ! ( ( ! !
( !
( !
8" ! 8" 8" ( ( ! ( !
8"
( !
( !
SON WAY GIBER ( !
LA
FOX HOLW
( A (
CLARK BROTHERS DR
12 (
( !
12"
( !
( !
( ! ! ( ( ! (! ! (! (
18 "
8"
Garlic Creek
TU R N S T O
N E DR
DUNLIN DR
( ! (! (! ( ! 8"! (! ( ( ! (! ! ! ( ( ! ! ( ( ( ! ( G! ( ( ! ( ! SP !S ( ! ( AFF R O N ! ( ! (! ! ( ( ! ! ( ! ( ! (! ( (! ! ( ( ! ( ! ( ! ( ! (! ! KED CRK 8" CROO ( ( ! ( ! ( ! (! ! ( CRK ( OYSTE R ! ( ! ( ( ! (! ! ( (! (! ( ! ! ( (! ! ( !
8"
( !
LONG SPUR DR
TOWHEE DR
( !
AC
WILLET DR
DR
VERD IN DR
GS H O R I N( LW S P( ! ( ! ! (! R! ( ! (
( !
18 "
A ( LE!
( !
AT CH
R
720
CA
740
0 74
0 81
( ! ! ( ( ! ( ! 8"! ! ( ! ( ! ( ! ( ( ( ( A ! ! MIDDLE CRK 8" ! ( ! ! ( ( ( ! ( ! (( ! ( ! ! ( ! ( (! ! ( ! WILDHORSE CRK ! ( ! (! ( ! ( ! 8"! ( ! ! ( ( ( ! !( ( ( ! CO ! ( LD (W A !
! (
( !
( ! ! ( ! (
0
ELM GROVE LN
78
Onion Creek
750
(
3
( !
82
800
0
W WAY DR
12" !(
( 8" ! ! 8" (
( 8" ! ( ! ( !
( !
WASTEWATER SYSTEM IMPACT FEE ELIGIBLE CAPITAL IMPROVEMENTS PLAN
790
CITY OF BUDA
FIGURE 3-4
7
0
C ÷
HAYS
The utility alignment shown on this figure are for illustration purposes only and do not set the alignment. The alignment will be determined at the time of engineering design of the utility.
RR 967
OA
810
ND
0
83
840
84
0
86
87
8"
8"
0
83
870
860
880
0
84
830
ELLIOT T RANCH RD
0
85
0
0
83
0
85
ARM ADILLO TRC E
8" WILEY WAY BRIDGE S LN
8"
0
80
8"
IT R U N
RA BB
C
8"
8"
8"
6'' F.M.
780
8"
35
S IH
0 82
S
8"
0
77
82
80
76
710
8"
670
N
730
750
O A K W OOD D R
750
JERRYS LN
EJ O
CO N
710
HARPER VILLAGE RD HAYS YOUTH DR
710
800
730
8"
K PR I C
10"
8"
6" 760
860
R
D
PL E
A
M
770
LA M
R
0
83
0 78
0 72
0
0 70
8"
20'' F.M. 6" 670
6" U
6"
0
69
18"
12" 6"
4" F.M.
S
8"
710
8"
ST
N CEDAR ST
6"
T IN S AU S T
20''
8" 8"
8"
BL
660
700
0 70 690
30"
10"
F.M.
6"
A IN
SM
4'' F.M.
6"
6" SUN BONNET DR
HOT SPRING VLY
LA JOLLA ST
8"
TOBIN DR
6"
REYNA LN
FF ST
710
8" 8"
KATES CV
8" GA RIS ON R D
8" 760
0 76
6"
8"
770
LAS CRUCES ST
DISTRIBU TION CV
N
IH 3 5F R
IH 3 5F R
6" 750
8"
BELL LN
8"
SB
760
8"
770
750
8"
15"
750
NB EX IT 22 0
8"
BONITA VISTA DR 760
8"
780
8"
ST O
A nd r e ws B r a nc h
0
FM 2001
8"
8"
22 0
"
12
8"
C E FI R
EX IT
770
8"
"
15
8"
76
O MO
700
DR R KE C RA
680
8"
680
SA N
OL D
RD
IO ON AN T
OLD SAN ANTONIO RD
35 S IH
35 NB 690
35 SB S IH 0
73
74 0
0 75
0 70
0 71
S VR DN B 710
S VR DS B 670 680
0 73
750
TR
680
890
TWIS TED OAKS LN
8"
ch
B ra n Bunt on
T
760
IE
77
AR
ND R
M
Y
8"
RO
ch 700
MA R
HE
an
EE K
8"
CR
FOUST D R
DOW
REGINA DR
SHA
690
S IH
D
740
740
N
DACY LN
BL V
12'' F.M. 8"
8"
WO
12"
OK
8"
RO
0
8"
W
740
8"
L RD
8"
8"
HIL
76
73
L
IND Y
S FM 1626
TR
770
770
S T DR
0
RE OA K F O
74
CV
720
LN EY L
COUNTRY FOLKS LN
T ES
0
VE
76
DO
0
G
DODG EN TRL
78
DODG EN WAY
8" K E LL
8"
660
LE LN
8" 8" W
8"
640
N M OU R N I
LN
8" DR
8"
S LOOP 4
NE
T RL
BLACKBIRD LN
MO NTVA
ON GT IN
8" C AT
8"
8'' F.M.
D BL V
TO
ER
KL
RO
M I LL CANY ON WREN DR PINAFORE ST
HT
S IL
SP
DR
IL
CT
" 18 8"
6" IG SL
JA TOR I
67
3,400
H
DR S C EDAR S T
RO RT BE
0 75
G
N FM 1626 GARLIC CREEK DR
6"
6'' F.M.
0
LL IN
SOUT HERN DR
8" MANDAN ST
OLD GOFORTH RD 75
8"
750
EE
N
N GR O V E L N 0
SEQUO YAH ST
OLD WEST TRL 760
R PEBBLE C
U
TO 77
ARIKARA ST
D
8"
E
R
LE HIP P ASS
6"
R
8" W IL D F I R
L
LEISU RE W O O DS B UL LW
15"
15"
PA S
8"
730 720
AI
OXBO W TRL
8"
15"
15"
ER S
CALL E ALTA RD
730
Q U
R PI NE SIS KI N D CORNELIA TRIMBLE WAY
6"
6"
V O
W
T
650
850
REMU DA TRL
8"
8"
8"
750
E VI
Z
630
FIRE FLY CV
MAGNOLIA CV
"
CA
ND
AZ
680
R
0
A PP
T 650
690
PO
Z T MA
B
D
RD LIT TL E BEAR
TR E E
OP
F.M. 18''
BRADF IELD DR
DR 0
k LS
820
K CV LAUR EL CV
8" 6"
18
12"
Y 0
0
N
DOVE DR
6"
12"
8"
ND 73
U
86
H OA 90
6'' F.M.
DA
0
R
880
UT
Y 760
74
L
640
750
AI
6 660
0 74
Q U
660
690
CV N
S H LN
JACK C HAYS TRL
0
Water & Wastewater Impact Fee Report City of Buda
4.0 IMPACT FEE ANALYSIS The current impact fee ordinance was adopted in October of 2010. This ordinance set the water impact fee for a single-family meter at $2,187 and the wastewater impact fee for a single-family meter at $2,531 for a combined maximum impact fee of $4,718. This project is an update to the 2010 ordinance. The impact fee analysis involves determining the utilization of existing and proposed projects required as defined by the capital improvement plan to serve new development over the next 10-year period. For existing or proposed projects, the impact fee is calculated as a percentage of the total project cost, based upon the percentage of the project’s capacity required to serve development projected to occur between 2017 and 2027. Capacity serving existing development and development projected for more than 10 years in the future cannot be charged to impact fees.
4.1
Service Units
According to Chapter 395 of the Texas Local Government Code, the maximum impact fee may not exceed the amount determined by dividing the cost of capital improvements required by the total number of service units attributed to new development during the impact fee eligibility period. A water service unit is defined as the service equivalent to a water only connection or a water/wastewater connection for a single-family residence. A wastewater service unit is defined as the service unit equivalent to a water/wastewater connection for a single-family residence. The service associated with public, commercial, and industrial connections is converted into service units based upon the capacity of the meter used to provide service. The number of service units required to represent each meter size is based on the safe maximum operating capacity of the appropriate meter type. American Water Works Association (AWWA) standards C700 (Cold Water Meters – Displacement Type, Bronze Main Case) and C702 (Cold Water Meters – Compound Type) were used to determine the safe maximum operating capacity, as these meter types represent those in place and stocked by the City. The service unit equivalent for each meter size used by the City is listed in Table 4-1.
4-1
Water & Wastewater Impact Fee Report City of Buda Table 4-1
Meter Size 3/4" or 5/8" 1" 1 1/2" 2" 3" 4" 6" 8" 10" 12" (1)
Service Unit Equivalencies
Safe Maximum Operating Capacity (gpm)(1) 25 40 50 160 320 500 1,400 2,400 3,800 5,000
Service Unit Equivalent 1.0 1.6 2.0 6.4 12.8 20.0 56.0 96.0 152.0 200.0
Safe maximum operating capacity is based on AWWA standards C700 and C702.
Typically, in Buda, single-family residences are served with 3/4-inch water meters. Larger meters represent public, commercial, and industrial water use. Other water purveyors in areas which the City serves wastewater but not water do use water meters as small as 5/8-inch. Even though these meters are smaller than the smallest meter the City currently allows, it is the opinion of City staff that 5/8-inch water meters should be treated the same as 3/4-inch meters. Therefore, they were assigned a service unit equivalency of 1.0. The City provided data that included the meter size of each active water meter in their water service area as of May 2017. Monarch Utilities and South Buda WCID #1 also provided meter sizes for all water meters that fall within the City of Buda wastewater service area. Although the service unit equivalencies are shown for 10-inch and 12-inch meters in Table 4-1, no developments requiring meters of that size are projected in the next ten years. Tables 4-2 and 4-3 show the water and wastewater service units for 2017 and the projected service units for 2027.
4-2
Water & Wastewater Impact Fee Report City of Buda Table 4-2 Meter Size 5/8” 3/4” 1” 1-1/2” 2” 3” 4” 6” 8” Total
2017 Connections(1) 0 4,240 60 48 21 4 3 1 3 4,380
Water Service Units
2017 Service Units 0 4,240 97 95 136 51 60 56 288 5,023
2027 Connections 0 8,013 114 90 40 8 6 2 6 8,278
2027 Service Units 0 8,013 183 180 256 97 113 106 544 9,493
Growth in Service Units 0 3,773 86 85 121 46 53 50 256 4,470
(1) 2017 Number of Connections from Water Meter Billing Data (active accounts minus fire hydrants).
Table 4-3 Meter Size 5/8" 3/4" 1" 1 1/2" 2" 3" 4" 6" 8" Total
2017 Connections(1) 852 4,494 98 52 30 4 4 1 4 5,538
Wastewater Service Units
2017 Service Units 852 4,494 157 103 191 51 80 56 384 6,368
2027 Connections 1,606 8,472 185 97 56 8 8 2 8 10,441
2027 Service Units 1,606 8,472 295 195 361 97 151 106 724 12,006
Growth in Service Units 754 3,979 139 91 169 45 71 50 340 5,638
(1) 2017 Number of Connections from City Water Meter Billing Data plus data from WCID #1 and Monarch.
4.2
Maximum Impact Fee Calculations
Texas Government Code Chapter 395 outlines the procedures and requirements for calculating maximum allowable impact fees to recover costs associated with capital improvement projects needed due to growth over a 10-year period. Chapter 395 also requires a plan that addresses possible duplication of payments for capital improvements. This plan can either provide a credit for the portion of revenues generated by new development that is used for the payment of eligible improvements, including payment of debt, or reduce the total eligible project costs by 50 percent. The City of Buda has selected to utilize the reduction of the total eligible project costs by 50 percent to determine the maximum allowable impact fees.
4-3
Water & Wastewater Impact Fee Report City of Buda Chapter 395 of the Texas Local Government Code states that the maximum impact fee may not exceed the amount determined by dividing the cost of capital improvements required by the total number of service units attributed to new development during the impact fee eligibility period less the credit to account for water and wastewater revenues used to finance capital improvement plans. The total projected costs include the projected capital improvement costs to serve 10-year development, the projected finance cost for the capital improvements, and the consultant cost for preparing and updating the Capital Improvements Plan. A 3.85% interest rate was used to calculate financing costs.
Tables 4-4 and 4-5 display a summary of the maximum allowable impact fee
calculations for water and wastewater, respectively. A comparison graph showing impact fees in other nearby cities is presented on Figure 4-1. Table 4-4
Maximum Water Impact Fee Calculation Water Impact Fee Total Eligible Capital Improvement Costs Total Eligible Financing Costs Total Eligible Impact Fee Costs Growth in Service Units
$22,025,051 $10,110,217 $32,135,268 4,470
Maximum Water Impact Fee per Service Unit(1)
$7,189
Impact Fee Credit per Service Unit(2)
$3,595
(3)
$3,595
Maximum Allowable Water Impact Fee
(1) Total eligible costs divided by the growth in service units. (2) Credit is 50% of maximum water impact fee per service unit. (3) Maximum allowable water impact fee is maximum water impact fee minus the impact fee credit per service unit.
Table 4-5
Maximum Wastewater Impact Fee Calculation Wastewater Impact Fee Total Eligible Capital Improvement Costs Total Eligible Financing Costs Total Eligible Impact Fee Costs Growth in Service Units
$27,161,441 $12,467,988 $39,629,430 5,638
Maximum Water Impact Fee per Service Unit(1)
$7,029
(2)
$3,515
Maximum Allowable Wastewater Impact Fee(3)
$3,515
Impact Fee Credit per Service Unit
(1) Total eligible costs divided by the growth in service units. (2) Credit is 50% of maximum wastewater impact fee per service unit. (3) Maximum allowable wastewater impact fee is maximum wastewater impact fee minus the impact fee credit per service unit.
4-4
Water & Wastewater Impact Fee Report City of Buda Figure 4-1
Water and Wastewater Impact Fee per Service Unit Comparison
4-5
Water & Wastewater Impact Fee Report City of Buda
Appendix A Connections by Planning Area
Table A-1
Water Service Area Growth Projections
Area #
Acres
2017(1)
2022
2027
Buildout
1 2 3
293 150 21
0 0 0
0 0 9
0 0 9
33 33 9
4
186
0
0
79
79
5
304
0
200
700
900
6
335
0
300
400
400
7 8 9
238 296 105
0 0 0
0 107 150
0 107 257
0 107 257
10
19
0
90
104
104
11 12 13 14 15 16 17 18 19 20 21 22
30 8 6 119 124 356 323 2 23 2 84 91
0 0 0 0 0 0 23 0 0 2 84 0
90 0 0 20 0 0 46 0 90 2 294 250
108 44 0 120 40 50 90 0 113 2 297 258
108 44 1 400 450 965 90 0 113 2 297 258
23 24
66 678
0 0
0 0
50 20
250 816
25 26
120 503
0 0
152 90
310 240
310 2,008
27
49
0
60
160
200
28 29 30 31 32 33 34 35
3 11 63 25 19 53 77 136
0 30 0 4 0 0 0 0
0 73 0 8 0 100 0 0
0 73 120 8 74 208 0 0
0 73 620 8 74 208 0 13
36
117
0
0
0
5
Quarry
-
0
0
0
1,500
Total 5,035 143 2,131 4,041 (1) Does not include 4,237 existing connections
A-1
10,735
Table A-2
Wastewater Service Area Growth Projections
Area # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46(2) 47(2) 48 49 50 51 52 53 54 55 56 57 58
Acres 293 150 21 186 304 335 238 296 105 19 30 8 6 119 124 356 323 2 23 2 84 91 66 678 120 503 49 3 11 63 25 19 53 77 136 117 635 39 23 151 38 31 91 131 195 89 225 28 22 266 71 79 108 29 120 35 30 133
2017(1) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 0 0 2 84 0 0 0 0 0 0 0 30 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2022 0 0 9 0 200 300 0 107 150 90 90 0 0 20 0 0 46 0 90 2 294 250 0 0 152 90 60 0 73 0 8 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 63 0 0 0 0 0 80 0 0 0 0
2027 0 0 9 79 700 400 0 107 257 104 108 44 0 120 40 50 90 0 113 2 297 258 50 20 310 240 160 0 73 120 8 74 208 0 0 0 0 0 0 0 0 0 50 0 0 0 95 127 103 93 0 0 376 161 0 0 0 0
Buildout 33 33 9 79 900 400 0 107 257 104 108 44 1 400 450 965 90 0 113 2 297 258 250 816 310 2,008 200 0 73 620 8 74 208 0 13 5 0 0 0 116 56 40 243 80 119 55 95 127 103 186 44 48 376 161 74 35 19 82
Quarry
-
0
0
0
1,500
Total 7,602 143 2,274 5,046 12,794 (1) Does not include 5,395 existing connections. (2) Areas 46 and 47 fall within the South Buda WCID #1 water service area.
A-2
Water & Wastewater Impact Fee Report City of Buda
Appendix B Pressure Testing and Water Model Validation
AD R
DR
R
ED
BL
DR
MYSTIC DR
DO
YO
RO
AR
I NO
10" and Larger Water Line
County Line
PURYE AR RD
35 SB S IH
DS B 35 S VR S IH 35 NB S IH
NB SI
RD TO NI O
NB
AN
22 3
SA N
EX IT
OL D
6"
8" 8"
T RL
6"
6"
8"
O DR R KE C RA C E FI R
NB
ROCHA DR
EX IT 22 0
FM 2001
6"
12"
6" 6"
IH 3 5F R
PLUMB AGO CV
L TR NE DS TO SAN
REGINA DR
SUSAN DR
LOVE DR
DENISE ELLEN DR
MARY ST
SS D R
N SL
TRAV ERTINE TRL
FEA T HE R GRA
IH 3 5F R
CANA DA WILD DR
FIREBUSH WAY
OX DR
CALL E ALTA RD
OLD WEST TRL
KN
k
DR
LE D R
r ee
LIVONIA DR
6"
6"
6"
6"
8"
16" 16"
IS
CH
6" 6" 6"
yC
L
us h
TOR I
N
DR
TR
D
6"
R
TR L
RL
HOT SPRING VLY
DE
LN
ZZ
S
SUN BONNET DR
8"
HO LM
GA RIS ON R D
6"
6"
12"
6"
MO
6"
8"
12"
12 "
H3 5S VR D
e ek
8"
12"
12"
8" 8"
4"
AT
ON
ER
A
C
PA
M
S
Br
NAND INA DR
ER
ET
HOFFM AN DR
ZZ
BL
ND
CIR C
SUFFIE LD DR
an
d Br
SP
ON
U IL
Y
FM 2001
RD TOM GREE N SCHO OL
JA
L L O MITE DR
N
T
S
RR
LA VE
DACY LN
TR A N Q
M
BE
GREEN M EA D O W ST
TR
DO
Rich m on
I
TY
MT
I D DR
IL
D
COLD SPG SE
W
S
B LV
NE FIELD
RA
VI E
ion
D
HT
ST O
M BLOSSOM VALLE Y STR
PA R A D I
EP
FOSS
HILLSIDE TER CEME NT PLANT RD
OLD GOFORTH RD
IG SL RT
$ d " !
CT
W
DR
Bonita Vista Pump Station 0.25 MG GBRA Ground Storage Tank 0.50 MG Standpipe Overflow Elevation = 863' 3 -350 gpm Pumps
A
DR
H RD OL D GO FORT
BE
S LOOP 4
CE
TR
N
PA
R
GLENVIEW LN
RO
JACK C HAYS TRL
ER
R ELI ANCE
I NT
S FM 1626
M OM
GE NE STA
CLAUDIA DR
PR
W ( ! [ [ Ú Ú T U (#
S
ER
6"
Modeled: 49-52 psi Observed: 45-47 psi
! (
PO
V O
6"
12"
PINAFORE ST
On
S E G O FORT H
T
W
L
DR
DR
12"
12"
N
TR
Y
LA S
ER LK A
ND
BE
CA
6"
8"
8"
U T (#
DA
6"
6"
XI S
1.0 MG Elevated Storage Tank Overflow Elevation = 863'
8"
6"
ARIKARA ST
6"
GBRA Delivery Point 1,041 gpm
r a nch
16"
PR #2
6"
Well #3 425 gpm
C
M
6"
! (
Cabela's
6"
6"
6"
WINDMILL WAY
N DR
6"
MAIN ST
PR
8"
$ d " !
16"
12"
8"
N
12"
8" 8"
8"
12"
n u s ta g B
6"
PR #3
Modeled: 57-63 psi Observed: 60-63 psi
6"
PR EC IS IO
6"
8"
6"
6"
8"
6"
6"
8"
PR
! (
0.10 MG Elevated Storage Tank Overflow Elevation = 863'
6"
8"
6"
W ! ( [ Ú T U
U T (#
South Loop 4
8"
6"
6"
6"
6" 6"
EY L
A
r e ek
( !
6"
K E LL
D
S XIN G BA RT ON
6"
W
6"
Main Street Pump Station 0.13 MG Ground Storage Tank 1 - 800 gpm Pump 1 - 600 gpm Pump
8"
8"
2"
2" 8"
8"
8"
8"
8"
8"
6"
Well #2 350 gpm
6"
8"
12"
8"
6"
K P R IC
8"
8"
SV ILL E RD
16"
8"
PR #4
Modeled: 38-55 psi Observed: 46-56 psi
8"
" 12
HARPER VILLAGE RD
PR
Well #1 350 gpm
COLE SPRI NGS RD
R
8"
PR #1
! (
TU RN ER
Modeled: 67-70 psi Observed: 66-71 psi
12"
12"
8"
8" 8"
8"
8"
8" 8"
12"
8"
12" 12" BRIDGE S LN
8"
8"
8"
8"
8"
6"
8"
12"
8"
8"
8"
8" OLD BLACK COLONY RD
12"
12"
8"
8"
12"
PR
! (
$ d " !
8"
6"
8"
Modeled: 53-54 psi Observed: 51-55 psi
PR #5
8"
8"
8"
8"
8"
12"
Cr
TR HA AVI YS S C CO O. .
Modeled: 75-76 psi Observed: 76-77 psi
8"
6"
8"
8"
8"
8"
8"
PR #7
! (
PR
! (
12"
12 "
BAYOU BND
8"
W ( ! U T [ [ Ú Ú
12"
12"
12"
PR
Well #5
8"
Garlic Creek
12"
6"
12"
8"
12"
8"
8"
8"
12"
8"
Modeled: 69-71 psi Observed: 72-75 psi
0.25 MG Ground Storage Tank 2 - 500 gpm Pumps
8"
8"
8"
8"
8"
8"
PR #6
ic ar l
6"
8"
12"
G
12"
RR 967
8"
PR #8
8" 8"
12"
0.75 MG Elevated Storage Tank 0.10 MG Standpipe Overflow Elevation = 1,000'
8"
8"
8"
Beacon Hill
8"
8"
Modeled: 89-95 psi Observed: 92-101 psi
8"
8"
LAUR EL CV
G R O V E LN
! (
" 12
8" 8"
PR
8"
12"
" 12
Y
S P E AR PAS
ASTER CV
12"
12" " 12
DOVE DR
CT
W ( ! T U [ Ú
LY
NOPAL LN
LN ELM GR OVE
Well #4 125 gpm
WA
MAGNOLIA CV
MAYBROOK DR
N
N
P
T
KI
TO
C
CANY ON WREN DR
LO W
K O
REMU DA TRL
LN
HO L
B
O
PI N E S I S
LONG SPUR DR
DR
U RAC C O O N R
OXBO W TRL
ON GT IN
OA K
AY
R
U R EWOODS DR
LL
LN
LE I S
T NC
SOUT HERN DR
TO MI
YD EN
TOWHEE DR
8"
JERRYS LN
RD VE
RO
G K
Other City Limit
K CV
LE
LE LN
DR
TR E E
A
8" and Smaller Water Line
FOX HOLW
NE DR
VERD IN DR
0.06 Ground Storage Tank 2 - 200 gpm Pumps
U T (#(#
Buda ETJ Boundary
D ONIO N CR EE K R
OA
T U R NST O
A PP
MO NTVA
DODG EN WAY
W WAY DR
Dhalstrom Pump Station
12"
GREEN MEADOW DR
WILLET DR
M
12"
BLACKWELL DR
Buda City Limit
Y
DUNLIN DR
12"
LA Z
FIRE FLY CV
BUCK ARO O TRL
DR
EN C
R OP
A R
R
SH R I K ED R
CA
EK P ARK
PANDA LN
E DR
MC
16 26 FM N
D S
AK O Y UNT R
CO
H
CH
Well
RANGER DR
OLD SAN ANTONIO RD
A
UT
AT
W ! (
TURLEY DR
VINYARD DR
AR
Elevated Storage Tank
Parcel BEN MILA M DR
N
U T (#
SHAW NEE DR
C
K W OOD DR
HORSETHIEF TRL
EA SLE Y DR
G
DR
StreamFIELD DR
W HI TET A IL D R
Ground Storage Tank
T U
SHADY ACRES DR
PHEA SANT RUN
AVOCET DR W
Railroad
Standpipe
(#
SMOKEY ROCK LN DARRYL DR
WA X
IN
SCENIC OAK TRL
HARD IN LOOP
DR
TAYLOR DR
O
VAIL LN
Road
N DR
ALGE RITA TER
ER
YO AN
EAR
WILD TUR KEY DR
DE
CRYSTAL CREEK DR
K IL
ELLIOT T RANCH RD
O
Pump Station
RIPPLE ROCK LN
EAGL E NEST DR
D
RD
PH
VIR E
OA
[ Ú LAKEWOO D DR
AL
KS
HAYS
TH PA
PR
LEWIS LN
N N ON L OO P
TANG LEWOOD TRL
LIVE OAK LN
ZA
CH
S
REDB UD TRL
RD L I T TLE BEAR
R
KI
! (
Proposed Pressure C B Recorder RD SECTION HOU SE
COUNTRY LN
ee k
VIENTO DEL SUR
ea L ittl e B
k r Cr e e
V I S TA D R
YO
WY
EE
H
PK
CR
NC
A R RO
C IA
LEGEND
R
M A RA
Bear C r
ESTA N
TW IN
AD
PAL
CRE
DR
L
L OL
LA
RD
TWIN
OLIVERS WAY
BOB JOHNSON RD
R TAIL
SC IS S O
LOWDEN LN
TR
Low Pressure Zone
DR
TWIN CRE EK DR
EXISTING WATER SYSTEM MODEL VALIDATION E
Middle Pressure Zone
L L EY
KS C IR
High Pressure Zone
TRL
CH
G BI
VA
CITY OF BUDA C RE E
EN
D
TU NN EL
TO
RP
R
HICK ORY RIDGE RD
LE
CA
R TE
FM
W
26 16
FIGURE B-1
PRESSURE PLANE
RD
ST MI
CARDINA L DR
LN
AR
LEAN NA OAKS LOOP
BLACK BE A R
TW IN
SP IL L
DOVE DR
IS S
R
HAWK DR
BL
B L ISS SPILL AR R D
D B L I S S SPILL A R R
D
BLUEBIR D DR
D
ALAN S WAY
CHAPARR AL RD
QUAIL RD
OL
SWALLO W DR
HUMMINGBIRD RD
D
R
R D PL E A M
PO
Created By Freese and Nichols, Inc. Job No.: BUA16634 Location: H:\W_WW_PLANNING\01_DELIVERABLES\06_FINAL_REPORT\(Figure_B-1)-Existing_Water_System_Model_Validation.mxd Updated: Thursday, September 21, 2017 11:46:44 AM
EE K CR
JACK RABBIT LN
DOW SHA
ch
ND R
KINGS RIDGE DR S PA N ISH T R A
IL S
D AR
O
KELLY SMITH LN
BRANDONS WAY
BL
CO A
AC
CH
K
CA
DR
BL
KH
PR
VD
OR
SL
UN
SE
L N
R SCALE IN FEET A PL
PIN OAK DR
KYLE
$ d " !
Bra n
on B Bunt
3,400
BUSINESS PARK DR
HE R
1,700
QUARTER AVE
ew s
RD
E DR
S H LN
K
IN T ER S T AT
MA R
EE
Y
CR
! I
A
A n dr
T
0
IA N
W
ra n c h
IE
IN D
S
VD
CO
AR
TA
APPL E BLOSSOM DR FOUST DR
M
INDUSTRIAL WAY DR
BL
HAYS YOUTH DR
R UN
NE J
O
ch
S
OA
N RD
Figure B-2 City of Buda Combined Pressure Recorder Data
105
#8 95
Pressure (psi)
85
#5 75
#6
#1 65 #3
55
#7 #4
#2 45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
03/24/17
03/25/17
03/26/17
PR #6
PR #7
PR #8
Date PR #1
PR #2
PR #3
PR #4
B-2
PR #5
03/27/17
03/28/17
Figure B-3 City of Buda Pressure Recorder #1 Car Wash on North Main. St. 105
95
Pressure (psi)
85
75
65
55
45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
Date
B-3
03/24/17
03/25/17
03/26/17
03/27/17
03/28/17
Figure B-4 City of Buda Pressure Recorder #2 510 Bonita Vista 105
95
Pressure (psi)
85
75
65
55
45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
Date
B-4
03/24/17
03/25/17
03/26/17
03/27/17
03/28/17
Figure B-5 City of Buda Pressure Recorder #3 100 Houston St. 105
95
Pressure (psi)
85
75
65
55
45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
Date
B-5
03/24/17
03/25/17
03/26/17
03/27/17
03/28/17
Figure B-6 City of Buda Pressure Recorder #4 FM 973 West of White Oak Dr. 105
95
Pressure (psi)
85
75
65
55
45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
Date
B-6
03/24/17
03/25/17
03/26/17
03/27/17
03/28/17
Figure B-7 City of Buda Pressure Recorder #5 100 McKenna Cove 105
95
Pressure (psi)
85
75
65
55
45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
Date
B-7
03/24/17
03/25/17
03/26/17
03/27/17
03/28/17
Figure B-8 City of Buda Pressure Recorder #6 1012 Heep Run 105
95
Pressure (psi)
85
75
65
55
45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
Date
B-8
03/24/17
03/25/17
03/26/17
03/27/17
03/28/17
Figure B-9 City of Buda Pressure Recorder #7 Cold Water Hollow, South of Ghost Creek 105
95
Pressure (psi)
85
75
65
55
45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
Date
B-9
03/24/17
03/25/17
03/26/17
03/27/17
03/28/17
Figure B-10 City of Buda Pressure Recorder #8 FM 967, Dahlstrom Middle School 105
95
Pressure (psi)
85
75
65
55
45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
Date
B-10
03/24/17
03/25/17
03/26/17
03/27/17
03/28/17
Water & Wastewater Impact Fee Report City of Buda
Appendix C Minimum Pressure and Available Fire Flow Maps
V IS TA D R
YO A R RO
DR
MYSTIC DR
35 SB S IH 35 NB S IH FIRE CRACKER DR
HO IS
H C
16"
TOBIN DR
6"
6"
ROCHA DR
FM 2001
IH 3 5F R
IH 3 5F R
M
16"
MENDOZA LN
BELL LN
12"
6"
LA JOLLA ST
6"
LAS CRUCES ST
BONITA VISTA DR
6"
SUN BONNET DR
6"
12"
12"
n On io
8"
T RL
LM
GA RIS ON R D N CEDAR ST
6"
6"
FS T
UF
6"
M
TE D R
nch Bra
APPL E BLOSSOM DR
QUARTER AVE
BLACK FOR EST RD
JACK RABBIT LN
BRANDONS WAY
BUSINESS PARK DR
ND R
KINGS RIDGE DR
LE EA G ERT D DE S LV SB AIL R HUNTER CREEK T S P AN I SH CV
RO
DA
HE
KELLY SMITH LN
T IN AVE
B r an
WINDY HILL RD
ch
BELI NDA LN
AR
nd
OD LOOP
M
mo
AM B E RW O
0
E
CA
DR
P
OA
RU
N RD
N
SHAD OW CRE EK BLVD
R
PL
H
K
RS
! I
KYLE XING
Middle Pressure Zone
AC
AC
HO
SL
LN
CO
RK
E
BL
PRESSURE ZONES High Pressure Zone
REGINA DR
HOFFM AN DR
SUFFIE LD DR
INDUSTRIAL WAY DR IN TER S T A
SUSAN DR
LOVE DR
OX DR KN
$ d " !
ws
Y
A n d re
IT
DENISE ELLEN DR
IL
CIR C
TR A N Q U
MARY ST
T
N
HOT SPRING VLY HAYS YOUTH DR
SE MT N
LE D R
R XI S
DR
8" 8" 8"
8"
8"
FIREBUSH WAY
GRASS DR
OS
FEA T H E R
NEJ
k
CALL E ALTA RD
N SL
CO
T
OLD WEST TRL
ND R
D
Z
R
PE C A
AZ
S
R
CANA DA WILD DR
NAND INA DR
R
S
AT
PA
ZM
ER
DR
y CL r ee
DR
D
EW
LN
TOR I
P
ER
Z
PLUMB AGO CV
S H LN
PL E
ND
Br u sh
DR
TRAV ERTINE TRL
MA R
A
DR
VI
OLD GOFORTH RD
M
Y
ND
I NT
P ARA DI
HILLSIDE DR
PU
LIVE OAK CT
L
ND
PO
V O
P ASS
STON E RIM LOOP
T RL
RL
L TR
ER
ET
N E F IE L D
CV
SP
KYLE County Boundary
COLD SPG
Low Pressure Zone Created By Freese and Nichols, Inc. Job No.: BUA16634 Location: H:\W_WW_PLANNING\01_DELIVERABLES\06_FINAL_REPORT\(Figure_C-1)-2017_Minimum_Pressure.mxd Updated: Thursday, September 21, 2017 12:11:32 PM
IA
ON
M BLOSS OM VALLEY STR
R ic h
L IV E O A K D R
S TO
C B R EC
JA
DR
CT
RA
GREE N ME A D OW
FOSS
ST
CI TY
CE
TR
SADD LEBLA NKET TRL
IL
DR
N
I D DR
DACY LN
Other City Limit
TA I
12"
10" and Larger Water Line UN
ER
LA VE
RD TOM GREE N SCHO OL
FOUST DR
Buda ETJ Boundary
R C E D AR D R
EP
W
FM 2001
TRADEMA RK DR
nch B ra Bunton
8" and Smaller Water Line
PIN OA K CT
R
DR
D BL V
Buda City Limit
Greater than 100 psi
O
IP E
Elevated Storage Tank
! (
M
DR
N
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RD
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Parcel
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50 - 80 psi
A
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Standpipe
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S
ST
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MINIMUM PRESSURE
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EXISTING WATER SYSTEM MINIMUM PRESSURE [ Ú
E G O F OR T H
6"
Well #3 425 gpm
1.0 MG Elevated Storage Tank Overflow Elevation = 863'
SAND STONE TRL
r a nc h
Road
8"
N DR
Cabela's
0.25 MG GBRA Ground Storage Tank 0.50 MG Standpipe Overflow Elevation = 863' 3 - 350 gpm Pumps
! ( ! ( ( W! ( ! ! ( [ [ T U
! (
GBRA Delivery Point 1,041 gpm
CITY OF BUDA R UN
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6"
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BL
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12"
12"
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8"
12"
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6"
PINAFORE ST
12"
PR EC IS IO
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6" 1! (
Bonita Vista Pump Station
! (
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LEGEND
16"
F IEL D D R
8"
6"
N
CASA LOM A ST
REBEL DR
! (
FIGURE C-1
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6"
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8"
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S OS E BE E P KWY
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0.25 MG Ground Storage Tank ! ( 2 - 500 gpm Pumps
8
12"
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Garlic Creek
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0.75 MG Elevated Storage Tank 0.10 MG Standpipe Overflow Elevation = 1,000'
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Beacon Hill
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12"
12" 12" ! ( ! ( ! (
6"
Well #4 125 gpm
8"
W ( ! T U [ Ú
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C
POPPY CV
12"
12"
ELM GROVE LN
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OA
0.06 Ground Storage Tank 2 - 200 gpm Pumps
LL
G RO V E LN
Dhalstrom Pump Station
C L OV E RL E A F
WA
A P RICKLY P E
MAYBROOK DR
RU
P
T
D
R
N
TO
C
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B
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CANY ON WREN DR
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PIN E SI S
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M
R
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L E IS
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N
REMU DA TRL
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WILLET DR
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DODG EN WAY
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LA
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BUCK ARO O TRL
DR DUNLIN DR
W WAY DR
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GREEN MEADOW DR
RANGER DR
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35 SB S IH 35 NB S IH
8"
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6" 6"
6"
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AC
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INDUSTRIAL WAY DR IN TER S T A
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COLD SPG
Low Pressure Zone Created By Freese and Nichols, Inc. Job No.: BUA16634 Location: H:\W_WW_PLANNING\01_DELIVERABLES\06_FINAL_REPORT\(Figure_C-2)-2027_Minimum_Pressure.mxd Updated: Thursday, September 21, 2017 12:14:36 PM
N E F IE L D
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R C E D AR D R
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Greater than 100 psi
PIN OA K CT
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Elevated Storage Tank
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12"
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50 - 80 psi
A
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Less than 35 psi
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6"
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8"
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S
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MINIMUM PRESSURE ! (
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Railroad
Pump Station
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Road
12 "
6"
F IEL D D R
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12"
U O Y AH S T
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C O MM
HILLSIDE TER CEME NT PLANT RD
2027 WATER SYSTEM MINIMUM PRESSURE Well
$ d " !
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12" !! ( (
SAND STONE TRL
CITY OF BUDA W ! (
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Well #3 425 gpm
N DR
GBRA Delivery Point 1,041 gpm
r a nc h
LEGEND
8"
8" ! ! ( ( ! ( ! ( ! (
12"
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6"
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FIGURE C-2
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12" GA RIS ON R D
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6"
12"
12"
12"
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COLE SPRI NGS RD
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12"
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Well #2 350 gpm
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12"
12"
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12"
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12"
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12"
12"
0.20 MG Ground Storage Tank 2 - 700 gpm Pumps
P ST W LO O
12"
8"
LCRA Supply Connection
12"
BRIDGE S LN
6"
12 "
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ROV
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12"
8"
12"
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12"
2 - 500 gpm Pumps 0.50 MG Ground Storage Tank 0.50 MG Elevated Storage Tank
0.25 MG Ground Storage Tank ! ( 2 - 500 gpm Pumps
LW
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HCPUA Phase 1
8"
8"
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Garlic Creek
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8"
8"
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12"
0.75 MG Elevated Storage Tank 0.10 MG Standpipe Overflow Elevation = 1,000'
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12"
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Beacon Hill
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12"
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0.06 Ground Storage Tank 2 - 200 gpm Pumps
LL
G RO V E LN
Dhalstrom Pump Station
OA
MAYBROOK DR
C L OV E RL E A F
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M
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W WAY DR
K DR
GREEN MEADOW DR
RANGER DR
LANTANA TRL
RA
EN C
E DR
A R
S
AK O RY UNT
CO
FM N
A
H
ELLIOT T RANCH RD
OLD SAN ANTONIO RD
AC
VINYARD DR
UT
AT CH
O NIO N C R EE
BLACKWELL DR
BEN MILA M DR
N
AR
SHAW NEE DR
C
SHADY ACRES DR
DR
K W O OD DR
EA SLE Y DR
LAURE L PATH PHEA SANT RUN
EDGEWOOD DR
AVOCET DR XW
DARRYL DR
WA
TURLEY DR
SMOKEY ROCK LN
G IN
SCENIC OAK TRL
HARD IN LOOP
DR
TAYLOR DR
O
VAIL LN
FIELD DR
HORSETHIEF TRL
WILD TUR KEY DR
E DE
TWIN CREEKS RD
ALGE RITA TER
D
R
N DR
W H ITET A IL D R
RIPPLE ROCK LN
CRYSTAL CREEK DR
KI L
VIR E
OA
RD SECTION HOU SE
HAYS
TH PA
L
S
LAKEWOO D DR
AL PH
EAGL E NEST DR
CH
HUNT LN
TANG LEWOOD TRL
LIVE OAK LN
ZA
REDB UD TRL
L ITTL E BEAR RD
R
LEWIS LN SPA NISH OA K S
N N ON L O OP
TR
KI
YO
VIENTO DEL SUR
Little Bea r Cree k COUNTRY LN
D
B EAR C A N
ED
RD
ROP
H
DR
NC
ek
KE
M A RA
SH R I
PAL
MC
LA
re Bear C
1,700
3,400
SCALE IN FEET
DY
W
IN
LL HI
RD
V IS TA D R
YO A R RO
DR
R BL DO
MYSTIC DR
YO
RO
DR I NO
35 SB S IH
6"
35 NB S IH
SA N
AN
TO NI O
RD
4"
OL D
8"
8"
6"
8"
8" 8"
16"
TOBIN DR
6"
O
16"
MO ROCHA DR
FM 2001
MENDOZA LN
BELL LN
6" BONITA VISTA DR
6"
IH 3 5F R
IH 3 5F R
LA JOLLA ST
12"
6"
6" LAS CRUCES ST
SUN BONNET DR
6"
HO IS
H C
N CEDAR ST
6"
12"
6"
12"
FS T UF BL
LM
GA RIS ON R D
T RL
8"
FIRE CRACKER DR
8"
12"
12"
On io
n
AR
e ek
12"
6" 6"
6"
8"
12" 8" 8"
12"
12 "
8"
8"
8"
8"
12"
12"
LIVONIA DR
BU
8"
8" 8"
8"
6"
PLUMB AGO CV
M
T
HAYS YOUTH DR
IN TER S T A
REGINA DR
HOFFM AN DR
SUFFIE LD DR
TE D R
nch Bra
APPL E BLOSSOM DR
QUARTER AVE
BLACK FOR EST RD
JACK RABBIT LN
BRANDONS WAY
BUSINESS PARK DR
ND R
KINGS RIDGE DR
RO
DA
HE
KELLY SMITH LN
LE EA G ERT D DE S LV SB AIL R HUNTER CREEK T S P AN I SH CV
Less than 500 gpm
CO
500 - 1,000 gpm
R
PL
T IN AVE
B r an
WINDY HILL RD
ch
BELI NDA LN
AR
nd
OD LOOP
M
mo
AM B E RW O
0
E
CA
DR
P
OA
RU
N RD
N
! I
KYLE XING
1,500 - 2,500 gpm
H
K
RS
SHAD OW CRE EK BLVD
1,000 - 1,500 gpm
AC
AC
HO
SL
LN
BL
RK
E
KYLE County Boundary
AVAILABLE FIRE FLOW
SUSAN DR
LOVE DR
OX DR KN
$ d " !
ws
Y
A n d re
IT
DENISE ELLEN DR
IL
CIR C
TR A N Q U
MARY ST
SE MT N N
HOT SPRING VLY
P ARA DI
HILLSIDE DR
LE D R
R XI S OS
NEJ
CO
FIREBUSH WAY
GRASS DR
ND R
FEA T H E R
N SL
PE C A
CALL E ALTA RD
OLD WEST TRL
R
T
D
k
DR
D
Z
R
R
TOR I
P
DR AZ
S
y CL r ee
CANA DA WILD DR
TRAV ERTINE TRL
S H LN
PL E
Y
LN
AT
S
L TR
ER
Br u sh
DR
NAND INA DR
N E F IE L D
CV
MA R
A
ND
PA
OLD GOFORTH RD
M
DA
ER
I NT
IA
ND
ZM
V O
DR
STON E RIM LOOP
C B R EC
T RL
COLD SPG
PU
LIVE OAK CT
L TR
Z
GREE N ME A D OW
RL
M BLOSS OM VALLEY STR
Greater than 2,500 gpm Created By Freese and Nichols, Inc. Job No.: BUA16634 Location: H:\W_WW_PLANNING\01_DELIVERABLES\06_FINAL_REPORT\(Figure_C-3)-2017_Available_FireFlow.mxd Updated: Thursday, September 21, 2017 12:16:21 PM
CT
S TO
R
SADD LEBLA NKET TRL
FOSS
R ic h
L IV E O A K D R
I D DR
ER
DR
CE
LA VE
RD TOM GREE N SCHO OL
ET
CI TY
EP
SP
N
ER
L
E
FM 2001
TRADEMA RK DR
ON
TA I
R
JA
DR
GE NE STA RE LIA NC E
DR
ST
Other City Limit
O
R
M OM
A
RA
IL
10" and Larger Water Line UN
1.0 MG Elevated Storage Tank Overflow Elevation = 863'
DACY LN
Buda ETJ Boundary
R C E D AR D
IA L
W N
K
Cabela's
12"
8" and Smaller Water Line
PIN OA K CT
8"
nch B ra Bunton
PIN OAK DR
R D
CLARY CT
Buda City Limit
M
IP E
N
H
PL
JU
AS
DR
O
AR
Elevated Storage Tank
6"
RD
Parcel
L RD
K
U T (#
Ground Storage Tank
F IEL D D R
EE
Stream
ERC
INDUSTRIAL WAY DR
Railroad
Standpipe
12"
FOUST DR
CR
Y
T U
IA N
A
ST D R
D BL V
T
IN D
W
RC R E
U T (#
T IG H SL
IE
(#
S
C O MM
RT BE
S LOOP 4
AR
TA
$ d " !
" 16
0.25 MG GBRA Ground Storage Tank 0.50 MG Standpipe Overflow Elevation = 863' 3 - 350 gpm Pumps
RO
JACK C HAYS TRL
M
Pump Station
[ Ú
Road
BRAD
S FM 1626
R UN
ILL E RD
HILLSIDE TER CEME NT PLANT RD
2017 WATER SYSTEM AVAILABLE FIRE FLOW Well
16"
Bonita Vista Pump Station
W ! ( [ [ Ú Ú T U (#
Well #3 425 gpm
FA I
12"
8"
SAND STONE TRL
CITY OF BUDA
W ! (
6"
GBRA Delivery Point 1,041 gpm
r a nc h
LEGEND
6"
N DR
C
FIGURE C-3
BR IS TO
6"
12" PR EC IS IO
12"
6"
6"
CASA LOM A ST
REBEL DR
12"
t an g B Mu s
RA ST
W GOFOR TH ST
PINAFORE ST
12"
South Loop 4
8"
N
U T (# 0.10 MG Elevated Storage Tank Overflow Elevation = 863'
6"
EY L
ee k Cr
6"
0.13 MG Ground Storage Tank 1 - 800 gpm Pump 1 - 600 gpm Pump
12"
8"
8"
8"
8"
8"
8"
6" 6"
Main Street Pump Station
8"
6"
U O Y AH S T
6"
ARI K A
ST MA IN
8"
6"
S EQ
W
( ! [ Ú T U
ST
8"
CH
6"
6"
6"
6"
K E LL
S XIN G BA RT ON
8"
T HA W
8"
8"
2"
6"
COLE SPRI NGS RD
A
( !
Well #1 350 gpm
8"
6" W
NI GH
2"
Well #2 350 gpm
8"
12"
PE A
D
TU RN ERSV
16"
8"
" 12
S OS E BE E P KWY
HARPER VILLAGE RD
Y A W S DA AM A N K R LO O S O VE MA R K
12"
12"
8"
8"
8"
12"
12"
8"
8"
8"
8" 8"
S
8" 8"
8"
P ST W LO O
8"
8"
8"
STIL L HOL LOW CRK
OLD BLACK COLONY RD
DR
AY
8"
LW
8"
HO
8"
8"
W
N KL
J OY
12"
16 26
12"
12" 12"
8"
S
16"
MIDDLE CRK
12"
12"
12"
Well #5
8"
BRIDGE S LN
12"
12"
12"
H
EY AL
KATES C V
W ( ! U T [ [ Ú Ú
12"
8"
8" LEAR AVE
12"
r
cC
6"
8"
ST
G
12 "
i ar l
8"
12"
LAUR EL CV
SS
8"
DOVE DR
PA
12"
TR HA AVI YS S C CO O. .
R
M
E OR
8"
12"
12"
MAGNOLIA CV
IF CL
N TO
8"
JERRYS LN
ER D ROV
G
K A
K CV
8"
8"
8"
8"
O
A E NCE CT CL R
SALLE AVE
0.25 MG Ground Storage Tank 2 - 500 gpm Pumps
8"
8"
8"
8"
WILD HOR SE CRK
12"
6"
C R EEK DR
8"
8"
8"
C
8"
Garlic Creek
8"
12"
O Y STER CRK
8"
R
8"
G SP
HEEP RUN DR
$ d " !
V
12"
12"
8"
D
8"
F R ON
LW
S
CA R R I N
N
SAF
HO
AY NA W
Y
RR 967
12"
TO
8"
S
8"
0.75 MG Elevated Storage Tank 0.10 MG Standpipe Overflow Elevation = 1,000'
8"
R S P R I NG
NOPAL LN
G
HY RD
Beacon Hill
8"
BO TA
I RL
U T (#(#
EA CL
ASTER CV
CLARK BROTHERS DR
8"
GA
8"
8"
N
12"
" 12
8"
8"
N IV E
8"
12"
12"
12"
" 12
8"
12"
12"
12"
8"
12"
6"
Well #4 125 gpm
" 12
C
POPPY CV
W HI P PAS S
12"
12"
ELM GROVE LN
W ! ( T U [ Ú
OA
0.06 Ground Storage Tank 2 - 200 gpm Pumps
G RO V E LN
Dhalstrom Pump Station
LL
C L OV E RL E A F
WA
A P RICKLY P E
MAYBROOK DR
RU
P
T
D
R
N
TO
C
K IN
RA C C O O N
OXBO W TRL
B
K O
CANY ON WREN DR
AY
O
PIN E SI S
LONG SPUR DR
LN
M
R
TR E E
TOWHEE DR
R U RE WOOD S D
ON GT IN
LN
L E IS
T
SOUT HERN DR
NC LL
N
REMU DA TRL
TO MI
DE
FOX HOLW
NE DR
VERD IN DR
LE
LE LN
DR Y
DEWBERRY CV
WILLET DR
TU R N S T O
PURYE AR RD
Z Y
R N CIR BIT T E
A PP
MO NTVA
DODG EN WAY
O
LA
FIRE FLY CV
BUCK ARO O TRL
DR DUNLIN DR
W WAY DR
K DR
GREEN MEADOW DR
RANGER DR
LANTANA TRL
RA
EN C
E DR
A R
S
AK O RY UNT
CO
FM N
A
H
ELLIOT T RANCH RD
OLD SAN ANTONIO RD
AC
VINYARD DR
UT
AT CH
O NIO N C R EE
BLACKWELL DR
BEN MILA M DR
N
AR
SHAW NEE DR
C
SHADY ACRES DR
DR
K W O OD DR
EA SLE Y DR
LAURE L PATH PHEA SANT RUN
EDGEWOOD DR
AVOCET DR XW
DARRYL DR
WA
TURLEY DR
SMOKEY ROCK LN
G IN
SCENIC OAK TRL
HARD IN LOOP
DR
TAYLOR DR
O
VAIL LN
FIELD DR
HORSETHIEF TRL
WILD TUR KEY DR
E DE
TWIN CREEKS RD
ALGE RITA TER
D
R
N DR
W H ITET A IL D R
RIPPLE ROCK LN
CRYSTAL CREEK DR
KI L
VIR E
OA
RD SECTION HOU SE
HAYS
TH PA
L
S
LAKEWOO D DR
AL PH
EAGL E NEST DR
CH
HUNT LN
TANG LEWOOD TRL
LIVE OAK LN
ZA
REDB UD TRL
L ITTL E BEAR RD
R
LEWIS LN SPA NISH OA K S
N N ON L O OP
TR
KI
YO
VIENTO DEL SUR
Little Bea r Cree k COUNTRY LN
D
B EAR C A N
ED
RD
ROP
H
DR
NC
ek
KE
M A RA
SH R I
PAL
MC
LA
re Bear C
1,700
3,400
SCALE IN FEET
DY
W
IN
LL HI
RD
V IS TA D R
YO A R RO
DR
R BL
MYSTIC DR
YO
RO
I NO
DR
AR
35 SB S IH 35 NB S IH
e ek
MCK ENNAS CV
4"
RD TO NI O AN SA N OL D
8"
12"
8"
8"
8"
12"
O
16"
MO
6"
ROCHA DR
FM 2001
MENDOZA LN
IH 3 5F R
IH 3 5F R
LIVONIA DR
6"
FIRE CRACKER DR
12 " 16"
TOBIN DR
6" 6"
6"
BELL LN
12"
LA JOLLA ST
6"
6" LAS CRUCES ST
SUN BONNET DR
BONITA VISTA DR
6"
12"
8"
12" CH
SH
GA RIS ON R D N CEDAR ST
6"
6"
12"
6"
FS T UF BL
6"
OL
M
TR
L
12"
12"
On io
n
6" 6"
6"
12" 12"
12 "
12" 8"
12"
12"
8" 8"
8"
8"
8"
12"
12"
8"
12"
T
HAYS YOUTH DR
TE D R
REGINA DR
nch Bra
APPL E BLOSSOM DR
QUARTER AVE
BLACK FOR EST RD
JACK RABBIT LN
BRANDONS WAY
BUSINESS PARK DR
ND R
KINGS RIDGE DR
RO
DA
HE
KELLY SMITH LN
LE EA G ERT D DE S LV SB AIL R HUNTER CREEK T S P AN I SH CV
Less than 500 gpm
CO
500 - 1,000 gpm
R
PL
T IN AVE
B r an
WINDY HILL RD
ch
BELI NDA LN
AR
nd
OD LOOP
M
mo
AM B E RW O
0
E
CA
DR
P
OA
RU
N RD
N
! I
KYLE XING
1,500 - 2,500 gpm
H
K
RS
SHAD OW CRE EK BLVD
1,000 - 1,500 gpm
AC
AC
HO
SL
LN
BL
RK
E
AVAILABLE FIRE FLOW
HOFFM AN DR
SUFFIE LD DR
INDUSTRIAL WAY DR IN TER S T A
SUSAN DR
LOVE DR
OX DR KN
$ d " !
DACY LN
KYLE County Boundary
M
ws
Y
A n d re
IT
DENISE ELLEN DR
IL
CIR C
TR A N Q U
MARY ST
SE MT N N
HOT SPRING VLY
P ARA DI
HILLSIDE DR
LE D R
R XI S
12"
BU
12"
12"
8"
K A
DO
FIREBUSH WAY
GRASS DR
OS
FEA T H E R
N SL
NEJ
CALL E ALTA RD
OLD WEST TRL
CO
D
CANA DA WILD DR
NAND INA DR
ND R
T
R
k
DR
PE C A
Z
S
R
TOR I
R
DR AZ
S
y CL r ee
PLUMB AGO CV
S H LN
D
Y
LN
AT
Br u sh
DR
TRAV ERTINE TRL
MA R
P
ND
PA
OLD GOFORTH RD
PL E
DA
ER
DR
STON E RIM LOOP
T RL
L TR
RL
N E F IE L D
CV
ER
SADD LEBLA NKET TRL
ER
IA
ET
C B R EC
ND
FM 2001
SP
A
L TR
Z
GREE N ME A D OW
ON
CT
S TO
R
ZM
V O
I NT
I D DR
JA
CE
LA VE
RD TOM GREE N SCHO OL
ST
M
16"
EP
IL
ER
PU
LIVE OAK CT
8" R
FOSS
COLD SPG
Greater than 2,500 gpm Created By Freese and Nichols, Inc. Job No.: BUA16634 Location: H:\W_WW_PLANNING\01_DELIVERABLES\06_FINAL_REPORT\(Figure_C-4)-2027_Available_FireFlow.mxd Updated: Thursday, September 21, 2017 12:28:36 PM
GE NE STA RE LIA NC E
TRADEMA RK DR
R ic h
L IV E O A K D R
12"
DR
12"
CI TY
CLARY CT
N
6"
TA I
F IEL D D R
DR
ST OL RD
Other City Limit
O
R
BRAD
10" and Larger Water Line UN
N KL
Buda ETJ Boundary
R C E D AR D
M OM
L
E
Cabela's
1.0 MG Elevated Storage Tank Overflow Elevation = 863'
DR
M BLOSS OM VALLEY STR
[ Ú
8" and Smaller Water Line
PIN OA K CT
IA L
nch B ra Bunton
PIN OAK DR
R D
ERC
A
RA
FOUST DR
Buda City Limit
M
IP E
N
H
PL
JU
AS
DR
O
AR
Elevated Storage Tank
6"
RD
Parcel
12"
K
U T (#
Ground Storage Tank
6"
EE
Stream
12"
8"
W N
K
HILLSIDE TER CEME NT PLANT RD
Railroad
Standpipe
ST D R
D BL V
CR
Y
T U
IA N
A
RC R E
U T (#
T IG H SL
T
IN D
W
C O MM
RT BE
IE
(#
S
16"
0.25 MG GBRA Ground Storage Tank 0.50 MG Standpipe Overflow Elevation = 863' 3 - 350 gpm Pumps
RO
AR
TA
6"
12"
$ d " !
16"
6"
FA I
8"
12"
8"
8"
ST MA IN
Bonita Vista Pump Station
W ! ( [ [ Ú Ú T U (#
Well #3 425 gpm
S LOOP 4
M
Pump Station
[ Ú
Road
RA ST
6"
12"
JACK C HAYS TRL
R UN
8"
6"
PINAFORE ST
12" N DR
S FM 1626
r a nc h
ILL E RD
12"
SAND STONE TRL
2027 WATER SYSTEM AVAILABLE FIRE FLOW Well
U O Y AH S T
N
CASA LOM A ST
REBEL DR
12"
12"
GBRA Delivery Point 1,041 gpm
CITY OF BUDA
W ! (
8"
W GOFOR TH ST
6"
C
LEGEND
S EQ
EY L
6"
K E LL
12"
12"
FIGURE C-4
ARI K A
0.13 MG Ground Storage Tank 1 - 800 gpm Pump 1 - 600 gpm Pump
U T (#
PR EC IS IO
6"
8"
8"
Main Street Pump Station
8"
6"
South Loop 4
8"
W
( ! [ Ú T U
ST
6"
6" 6"
CH
6"
8"
8"
2"
6"
S OS E BE E P KWY
6"
8" W ! (
Well #1 350 gpm
T HA W
B RI
Well #2 350 gpm
0.10 MG Elevated Storage Tank Overflow Elevation = 863'
t an g B Mu s
NI GH
I
8"
12"
" 12
ee k Cr
TU RN ERSV
12"
P ST W LO O
8"
8"
8" S
8"
12"
16 26
12"
8"
8"
8"
8"
12"
12"
Y A W S DA AM A N K R LO O S O VE MA R K
" 12
12"
12"
COLE SPRI NGS RD
A
0.20 MG Ground Storage Tank 2 - 700 gpm Pumps
12"
8"
PE A
D
LCRA Supply Connection
12"
12"
12 "
G
ROV
ER D
JERRYS LN
12"
8"
12"
BRIDGE S LN
8"
DR
KATES C V
8"
AY
6"
8"
8"
12"
12"
8"
SW
8"
8"
8"
LW
8"
HO
12"
12"
8"
8" 8"
J OY
12"
8"
8"
12"
r
cC
8"
Well #5
EY AL
Garlic Creek ASR
W ! (
12"
8"
8"
8"
8"
12"
12"
MIDDLE CRK
12"
12"
H
i ar l
6"
6"
DOVE DR
W ( ! U T [ [ Ú Ú
8"
8"
12 "
12"
12"
LEAR AVE
8"
6"
LAUR EL CV
SS
8"
8"
G
12 "
8"
8"
12"
T U 1
2 - 500 gpm Pumps 0.50 MG Ground Storage Tank 0.50 MG Elevated Storage Tank
8"
8"
2 T(# " [U Ú
HCPUA Phase 1
8"
Bypass Pump Station
12"
12"
8"
PA
12"
8"
8"
8"
0.25 MG Ground Storage Tank 2 - 500 gpm Pumps
8"
TR HA AVI YS S C CO O. .
R
8"
8"
SALLE AVE
Garlic Creek
LW
MAGNOLIA CV
8"
E R CRK
8"
A E NCE CT CL R
12"
G SP
DR
12"
8"
O YS T
F R ON
CA R R I N
HEEP RUN
8"
$ d " !
V
12"
CLARK BROTHERS DR
R
Beacon Hill
0.75 MG Elevated Storage Tank 0.10 MG Standpipe Overflow Elevation = 1,000'
SAF
HO
S
8"
D
HY RD
S
AY NA W
Y
RR 967
N
U T (#(#
8"
R S P R I NG
NOPAL LN
TO
8"
EA CL
ASTER CV
G
8"
8"
BO TA
N
12"
" 12
8"
N IV E
8"
12"
12"
12"
12"
8"
8"
12"
" 12
8" 8"
Well #4 125 gpm
K CV
( ! T U [ Ú
Dahlstrom Ranch ASR Pilot Study
C
POPPY CV
W HI P PAS S
12"
12"
ELM GROVE LN
W
OA
0.06 Ground Storage Tank 2 - 200 gpm Pumps
G RO V E LN
Dhalstrom Pump Station
LL
C L OV E RL E A F
WA
A P RICKLY P E
MAYBROOK DR
RU
P
T
D
R
N
TO
C
K IN
RA C C O O N
OXBO W TRL
B
K O
CANY ON WREN DR
AY
O
PIN E SI S
LONG SPUR DR
LN
M
R
TR E E
TOWHEE DR
R U RE WOOD S D
ON GT IN
LN
L E IS
T
SOUT HERN DR
NC LL
N
REMU DA TRL
TO MI
DE
FOX HOLW
NE DR
VERD IN DR
LE
LE LN
DR Y
DEWBERRY CV
WILLET DR
TU R N S T O
PURYE AR RD
Z Y
R N CIR BIT T E
A PP
MO NTVA
DODG EN WAY
O
LA
FIRE FLY CV
BUCK ARO O TRL
DR DUNLIN DR
W WAY DR
K DR
GREEN MEADOW DR
RANGER DR
LANTANA TRL
RA
EN C
E DR
A R
S
AK O RY UNT
CO
FM N
A
H
ELLIOT T RANCH RD
OLD SAN ANTONIO RD
AC
VINYARD DR
UT
AT CH
O NIO N C R EE
BLACKWELL DR
BEN MILA M DR
N
AR
SHAW NEE DR
C
SHADY ACRES DR
DR
K W O OD DR
EA SLE Y DR
LAURE L PATH PHEA SANT RUN
EDGEWOOD DR
AVOCET DR XW
DARRYL DR
WA
TURLEY DR
SMOKEY ROCK LN
G IN
SCENIC OAK TRL
HARD IN LOOP
DR
TAYLOR DR
O
VAIL LN
FIELD DR
HORSETHIEF TRL
WILD TUR KEY DR
E DE
TWIN CREEKS RD
ALGE RITA TER
D
R
N DR
W H ITET A IL D R
RIPPLE ROCK LN
CRYSTAL CREEK DR
KI L
VIR E
OA
RD SECTION HOU SE
HAYS
TH PA
L
S
LAKEWOO D DR
AL PH
EAGL E NEST DR
CH
HUNT LN
TANG LEWOOD TRL
LIVE OAK LN
ZA
REDB UD TRL
L ITTL E BEAR RD
R
LEWIS LN SPA NISH OA K S
N N ON L O OP
TR
KI
YO
VIENTO DEL SUR
Little Bea r Cree k COUNTRY LN
D
B EAR C A N
ED
RD
ROP
H
DR
NC
ek
KE
M A RA
SH R I
PAL
MC
LA
re Bear C
1,700
3,400
SCALE IN FEET
DY
W
IN
LL HI
RD
Water & Wastewater Impact Fee Report City of Buda
Appendix D Water System Project Cost Estimates
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: 1 Phase: 2027 Project Name: FM 1626 12-inch Connector - Elm Grove ES to HCPUA Pump Station Project Description: A new 12-inch water line along FM 1626 connecting the proposed pump station described in Project 2 to the existing 12-inch near Elm Grove Elementary School. This project must be completed before Projects 2 and 4 can be completed.
Project Drivers: This project will provide additional transmission capacity to serve future growth.
Opinion of Probable Construction Cost ITEM 1 2
DESCRIPTION 12" WL & Appurtenances Water Pavement Repair
QUANTITY 1,650 1,650
UNIT LF LF
UNIT PRICE $ 108 $ 85
$ $
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
Construction Project Number:
25%
Phase:
D-1
TOTAL 178,200 140,250
318,500 79,700 398,200 59,800 458,000 458,000
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: 2 Phase: 2027 Project Name: Alliance Regional Water Authority (HCPUA) Phase 1 Pump Station Project Description: A new 1.44 mgd pump station to serve the Middle Pressure Zone. The proposed 0.5 MG GST will receive supply from ARWA (formerly HCPUA). Project 1 must be completed before this project can be completed.
Project Drivers: This project will provide additional supply in the Middle Pressure Zone to address an existing pumping capacity deficit.
Opinion of Probable Construction Cost ITEM 1 2
DESCRIPTION Pump Station - New 1.44 MGD 0.5 MG Ground Storage Tank
QUANTITY 1 1
UNIT LS LS
UNIT PRICE $ 788,800 $ 835,000
$ $
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-2
25%
TOTAL 788,800 835,000
1,623,800 406,000 2,029,800 304,500 2,334,300 2,334,300
City of Buda August 2017
Capital Improvement Cost Estimate Construction Project Number: 3 Project Name: East I-35 Loop 12-inch Water Line Project Description:
Phase: 2027
A new 12-inch water line near I-35 along Interstate 35 Frontage Road, Fire Cracker Drive, and Main Street. This project will replace the existing 8-inch water line along Main Street from Pit Stop Trace to Old San Antonio Road.
Project Drivers: This project will provide capacity to serve future growth in the Low Pressure Zone.
Opinion of Probable Construction Cost ITEM 1 2 3
DESCRIPTION 12" WL & Appurtenances 20" Boring and Casing Water Pavement Repair
QUANTITY 8,750 600 4,750
UNIT LF LF LF
UNIT PRICE $ 108 $ 350 $ 85
$ $ $
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-3
25%
TOTAL 945,000 210,000 403,750
1,558,800 389,700 1,948,500 292,300 2,240,800 2,240,800
City of Buda August 2017
Capital Improvement Cost Estimate Construction Project Number: 4 Project Name: Old Black Colony Elevated Water Storage Tank Project Description:
Phase: 2027
A new 0.5 MG elevated storage tank to serve the Middle Pressure Zone. This project will be located on the same lot as Project 2. Project 1 must be completed before this project can be completed.
Project Drivers: This project will provide adequate elevated storage capacity to serve customers in the Middle Pressure Zone through Buildout.
Opinion of Probable Construction Cost ITEM 1
DESCRIPTION 0.5 MG Elevated Storage Tank
QUANTITY 1
UNIT LS
UNIT PRICE $ 2,150,000
$
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-4
25%
TOTAL 2,150,000
2,150,000 537,500 2,687,500 403,200 3,090,700 3,090,700
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: 5 Phase: 2027 Project Name: Old Black Colony Road 12-inch Water Line and Pressure Reducing Valve Project Description: A new 12-inch water line along Old Black Colony Road from FM 1626 to Cole Springs Road. Also included is a new 12-inch water line connecting the proposed 12-inch along Old Black Colony Road to the existing 12-inch water line along Coldwater Hollow. A pressure reducing valve along the line on Old Black Colony Road near Wright Way will provide supply from the Middle Pressure Zone to the Low Pressure Zone.
Project Drivers: This project will provide operational flexibility and additional transmission capacity to serve future growth in the Middle and Low Pressure Zones.
Opinion of Probable Construction Cost ITEM 1 2 3
DESCRIPTION Pressure Reducing Valve 12" WL & Appurtenances Water Pavement Repair
QUANTITY 1 9,300 8,700
UNIT LS LF LF
CONTINGENCY
UNIT PRICE $ 70,000 $ 108 $ 85
TOTAL $ $ $
70,000 1,004,400 739,500
SUBTOTAL: $
1,813,900 453,500 2,267,400 340,200 2,607,600 2,607,600
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-5
25%
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 6 Project Name: 12-inch Connection from Enchanted Woods Trail to Old Black Colony Road Project Description: A new 12-inch water line connecting the proposed 12-inch water line in Project 5 to the existing 8-inch water lines along Enchanted Woods Trail.
Project Drivers: This project will provide service for future growth.
Opinion of Probable Construction Cost ITEM 1
DESCRIPTION 12" WL & Appurtenances
QUANTITY 1,750
UNIT LF
UNIT PRICE $ 108
$
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-6
25%
TOTAL 189,000
189,000 47,300 236,300 35,500 271,800 271,800
City of Buda Capital Improvement Cost Estimate Construction Project Number: 7 Project Name: Cole Springs Road/Jack C. Hays Trail 12-inch Water Line Project Description:
August 2017 Phase: 2027
A new 12-inch water line along Cole Springs Road and Jack C. Hays Trail.
Project Drivers: This project will serve future growth in the Low Pressure Zone.
Opinion of Probable Construction Cost ITEM 1 2 3
DESCRIPTION 12" WL & Appurtenances 20" Boring and Casing Water Pavement Repair
QUANTITY 7,150 600 6,900
UNIT LF LF LF
UNIT PRICE $ 108 $ 350 $ 85
$ $ $
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-7
25%
TOTAL 772,200 210,000 586,500
1,568,700 392,200 1,960,900 294,200 2,255,100 2,255,100
City of Buda August 2017
Capital Improvement Cost Estimate Construction Project Number: 8 Project Name: 12-inch Loop from Cabela's to I-35 Project Description:
Phase: 2027
A new 12-inch water line east of I-35 along Interstate 35 Frontage Road connecting the proposed 12-inch water line described in Project 3 to the existing 16-inch along Cabela's Drive near the Cabela's EST.
Project Drivers: This project will serve future growth in the Low Pressure Zone.
Opinion of Probable Construction Cost ITEM 1 2 3
DESCRIPTION 12" WL & Appurtenances 20" Boring and Casing Water Pavement Repair
QUANTITY 4,800 600 4,300
UNIT LF LF LF
UNIT PRICE $ 108 $ 350 $ 85
$ $ $
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-8
25%
TOTAL 518,400 210,000 365,500
1,093,900 273,500 1,367,400 205,200 1,572,600 1,572,600
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 9 Project Name: 12-inch Water Line along Garison Road to West Goforth Street Loop Project Description: A new 12-inch water line connecting to the existing 12-inch water line at the intersection of Garison Road and Houston Street, running along Garison Road, through Stagecoach Park and Bradfield Village Park, and connecting to the existing 12-inch water line along West Goforth Street. This project will replace the existing 6-inch water line along Garison Road from Houston Street to Main Street.
Project Drivers: This project will provide improved connectivity and serve future growth in the Low Pressure Zone.
Opinion of Probable Construction Cost ITEM 1 2
DESCRIPTION 12" WL & Appurtenances Water Pavement Repair
QUANTITY 11,950 5,400
UNIT LF LF
UNIT PRICE $ 108 $ 85
$ $
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-9
25%
TOTAL 1,290,600 459,000
1,749,600 437,400 2,187,000 328,100 2,515,100 2,515,100
City of Buda August 2017
Capital Improvement Cost Estimate Construction Project Number: 10 Project Name: 12-inch Water Line near Garlic Creek Pump Station Project Description:
Phase: 2027
A new 12-inch water line near the existing Garlic Creek Pump Station in the Middle Pressure Zone. This project will connect the existing 12-inch lines along Cullen Boulevard to the existing 12-inch water line south of Garlic Creek Pump Station.
Project Drivers: This project will provide increased connectivity and reliability for existing and future customers in the Middle Pressure Zone.
Opinion of Probable Construction Cost ITEM 1
DESCRIPTION 12" WL & Appurtenances
QUANTITY 400
UNIT LF
CONTINGENCY
UNIT PRICE $ 108
TOTAL $
43,200
SUBTOTAL: $
43,200 10,800 54,000 8,100 62,100 62,100
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-10
25%
City of Buda August 2017
Capital Improvement Cost Estimate Construction Project Number: 11 Project Name: 12-inch West I-35 Loop Project Description:
Phase: 2027
A new 12-inch water line west of I-35 along Main Street and Old San Antonio Road. This project will replace the existing 8-inch water line along Main Street from Cabela's Drive to Old San Antonio, and connect to the existing 8inch water line along the western Interstate 35 Frontage Road.
Project Drivers: This project will provide capacity to serve future growth in the Low Pressure Zone.
Opinion of Probable Construction Cost ITEM
DESCRIPTION
QUANTITY
UNIT
1
12" WL & Appurtenances
5,300
LF
$
108
$
572,400
2
Water Pavement Repair
3,900
LF
$
85
$
331,500
SUBTOTAL: $
903,900 226,000 1,129,900 169,500 1,299,400 1,299,400
CONTINGENCY
UNIT PRICE
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-11
25%
TOTAL
City of Buda August 2017
Capital Improvement Cost Estimate Construction Project Number: 12 Project Name: Garlic Creek Aquifer Storage & Recovery Project Description:
Phase: 2027
This project, located in Cullen Country Park, will provide an additional 420 gpm in supply capacity during periods of peak demand, and allow the City to store excess water during periods of low demand.
Project Drivers: This project will provide additional supply in the Middle Pressure Zone to serve future growth.
Opinion of Probable Construction Cost ITEM
DESCRIPTION
QUANTITY
UNIT
1
Aquifer Storage & Recovery Facility - 0.60 MGD
1
LS
CONTINGENCY
UNIT PRICE $
3,287,000
TOTAL $
3,287,000
SUBTOTAL: $
3,287,000 821,800 4,108,800 616,400 4,725,200 4,725,200
25%
$
SUBTOTAL: $ ENG/SURVEY
$ SUBTOTAL: $ Estimated Project Total: $
D-12
15%
City of Buda August 2017
Capital Improvement Cost Estimate Construction Project Number: 13 Project Name: 12-inch Main Street Water Line Project Description:
Phase: 2027
A new 12-inch water line replacing the existing 8-inch water line along Main Street from the proposed 12-inch water line described in Project 9 to Old San Antonio Road.
Project Drivers: This project will provide capacity to serve future growth in the Low Pressure Zone.
Opinion of Probable Construction Cost ITEM 1 2
DESCRIPTION 12" WL & Appurtenances Water Pavement Repair
QUANTITY 4,800 4,800
UNIT LF LF
UNIT PRICE $ 108 $ 85
$ $
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-13
25%
TOTAL 518,411 408,009
926,500 231,700 1,158,200 173,800 1,332,000 1,332,000
City of Buda August 2017
Capital Improvement Cost Estimate Construction Project Number: 14 Project Name: ARWA Phase 1A & 1B Infrastructure Project Description:
Phase: 2027
This project includes a transmission line and booster pump station that will supply Buda with an additional 0.68 mgd of supply capacity via a new groundwater supply source from the Carrizo Aquifer in Caldwell County.
Project Drivers: This project will provide additional supply in the Middle Pressure Zone to address an existing pumping capacity deficit.
Opinion of Probable Construction Cost ITEM 1 2
DESCRIPTION ARWA Phase 1A Facilities ARWA Phase 1B Facilities
QUANTITY 1 1
UNIT LS LS
UNIT PRICE $ 2,369,113 $ 10,110,009
$ $
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-14
25%
TOTAL 2,369,113 10,110,009
12,479,122 3,119,780.52 15,598,903 2,339,835.39 17,938,738 17,938,738
Water & Wastewater Impact Fee Report City of Buda
Appendix E Wastewater System Project Cost Estimates
City of Buda Capital Improvement Cost Estimate Construction Project Number: 1 Project Name: Wastewater Treatment Plant Expansion Project Description: Expand the wastewater treatment plant from 1.5 MGD to 3.5 MGD.
August 2017 Phase: 2027
Project Drivers: This project will provide additional treatment capacity to serve growth.
ITEM 1
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 2.0 MGD WWTP Expansion 1 EA $ 15,921,300
Construction Project Number:
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total: Phase:
E-1
$
TOTAL 15,921,300
$ $ $ $ $ $
15,921,300 3,980,400 19,901,700 2,985,300 22,887,000 22,887,000
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 2 Project Name: Meadows at Buda Lift Station Rehabilitation and Expansion Project Description: Replace the existing pumps in the Meadows at Buda Lift Station.
Project Drivers: This project will provide additional capacity to serve new growth.
ITEM 1
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE Lift Station Rehabilitation 1 LS $ 134,200
SUBTOTAL: 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
CONTINGENCY
E-2
$
TOTAL 134,200
$ $ $ $ $ $
134,200 33,600 167,800 25,200 193,000 193,000
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 3 Project Name: 12-inch Sportsplex Sewer Line Upsize Project Description: A 12-inch wastewater line replacing the existing 8-inch from Buda Sportsplex Drive to FM 1626.
Project Drivers: This project provides additional capacity to serve growth in the Dahlstrom and Garlic Creek Basins.
ITEM 1 2 3
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 12" Pipe 2,250 LF $ 120 48" Diameter Manhole 6 EA $ 5,000 Sewer Pavement Repair 200 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-3
$ $ $
TOTAL 270,000 28,125 17,000
$ $ $ $ $ $
315,200 78,800 394,000 59,100 453,100 453,100
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 4 Project Name: 30-inch Wastewater Line Project Description: A 30-inch wastewater line south of the wastewater treatment plant replacing the existing 10-inch gravity line.
Project Drivers: This project replaces an undersized wastewater line and provides capacity to serve growth.
ITEM 1 2 3
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 30" Pipe 1,840 LF $ 300 72" Diameter Manhole 5 EA $ 6,000 Sewer Pavement Repair 1,840 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-4
$ $ $
TOTAL 552,000 27,600 156,400
$ $ $ $ $ $
736,000 184,000 920,000 138,000 1,058,000 1,058,000
City of Buda Capital Improvement Cost Estimate Construction Project Number: 5 Project Name: New Nighthawk Lift Station Project Description: A new 4,300 gpm lift station to replace the existing Nighthawk Lift Station.
August 2017 Phase: 2027
Project Drivers: This project replaces an aging asset and provides capacity to service growth.
ITEM 1
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 4,300 gpm Lift Station 1 LS $ 1,999,500
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-5
$
TOTAL 1,999,500
$ $ $ $ $ $
1,999,500 499,900 2,499,400 375,000 2,874,400 2,874,400
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 6 Project Name: Northeast IH-35 12" Wastewater Interceptor Project Description: A new 12-inch wastewater line along the eastern frontage road of Interstate 35 north of Main Street East and crossing under Interstate 35.
Project Drivers: This project will provide capacity to serve growth.
ITEM 1 2 3
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 12" Pipe 1,880 LF $ 120 48" Diameter Manhole 5 EA $ 5,000 20" Boring and Casing 600 LF $ 260
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-6
$ $ $
TOTAL 225,600 23,500 156,000
$ $ $ $ $ $
405,100 101,300 506,400 76,000 582,400 582,400
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 7 Project Name: Northwest IH-35 15" Wastewater Interceptor Project Description: A new 15-inch wastewater line on the western side of Interstate 35 north of Main Street East and along Main Street to the Dorsett Lift Station.
Project Drivers: This project provides additional capacity to serve growth along Interstate 35.
ITEM 1 2 3
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 15" Pipe 5,020 LF $ 150 60" Diameter Manhole 13 EA $ 6,000 Sewer Pavement Repair 400 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-7
$ $ $
TOTAL 753,000 75,300 34,000
$ $ $ $ $ $
862,300 215,600 1,077,900 161,700 1,239,600 1,239,600
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 8 Project Name: Stonefield Interceptor Replacement Project Description: Replace the existing Stonefield Interceptor with a 15-inch gravity line from Glenview Lane to Roseberry Street and an 18-inch from Roseberry Street to the new Night Hawk Lift Station.
Project Drivers: This project replaces an undersized asset and provides capacity to serve future growth.
ITEM 1 2 3 4 5
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 18" Pipe 600 LF $ 180 15" Pipe 10,200 LF $ 150 60" Diameter Manhole 27 EA $ 6,000 24" Boring and Casing 600 LF $ 420 Sewer Pavement Repair 2,300 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-8
$ $ $ $ $
TOTAL 108,000 1,530,000 162,000 252,000 195,500
$ $ $ $ $ $
2,247,500 561,900 2,809,400 421,500 3,230,900 3,230,900
City of Buda Capital Improvement Cost Estimate Construction Project Number: 9 Project Name: Meadow Parks Lift Station Expansion Project Description: Expand the Meadow Parks Lift Station to a firm capacity of 675 gpm.
August 2017 Phase: 2027
Project Drivers: This project will serve growth.
ITEM 1 2
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 500 gpm Lift Station Expansion 1 EA $ 250,000 8" Force Main 1,290 LF $ 72
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-9
$ $
TOTAL 250,000 92,880
$ $ $ $ $ $
342,900 85,800 428,700 64,400 493,100 493,100
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 10 Project Name: Proposed FM 2001 Lift Station Project Description: New lift station in the FM 2001 basin with a firm capacity of 525 gpm and a 6-inch force main to the Meadow Park Lift Station.
Project Drivers: This project will serve new growth in the FM 2001 basin.
ITEM 1 2 3
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 525 gpm Lift Station 1 EA $ 682,500 8" Force Main 5,570 LF $ 72 Sewer Pavement Repair 200 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-10
$ $ $
TOTAL 682,500 401,040 17,000
$ $ $ $ $ $
1,100,600 275,200 1,375,800 206,400 1,582,200 1,582,200
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 11 Project Name: Meadows at Buda Lift Station Expansion and Force Main Project Description: Upgrade pumps and electrical at the Meadows of Buda Lift Station and build a new force main to the 30-inch gravity line south of the Wastewater Treatment Plant.
Project Drivers: This project will expand the lift station to serve growth.
ITEM 1 2 3 4
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 700 gpm Lift Station Expansion 1 EA $ 336,000 12" Force Main 14,700 LF $ 108 20" Boring and Casing 200 LF $ 260 Sewer Pavement Repair 600 LF $ 85
SUBTOTAL: 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
CONTINGENCY
E-11
$ $ $ $
TOTAL 336,000 1,587,600 52,000 51,000
$ $ $ $ $ $
2,026,600 506,700 2,533,300 380,000 2,913,300 2,913,300
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 12 Project Name: Overlook Park Lift Station Expansion Project Description: Expand the Overlook Park Lift Station to a firm capacity of 3,425 gpm and replace the existing force main with a 16-inch force main to the WWTP.
Project Drivers: This project will allow for future growth in the Onion Creek basin.
ITEM 1 2 3 4
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 2,700 gpm Lift Station Expansion 1 EA $ 1,269,000 16" Force Main 3,950 LF $ 144 30" Boring and Casing 200 LF $ 360 Sewer Pavement Repair 200 LF $ 85
SUBTOTAL: 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
CONTINGENCY
E-12
$ $ $ $
TOTAL 1,269,000 568,800 72,000 17,000
$ $ $ $ $ $
1,926,800 481,700 2,408,500 361,300 2,769,800 2,769,800
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 13 Project Name: 8/12-inch FM 967 Wastewater Line Project Description: 8/12-inch gravity line along FM 967 replacing the existing 10-inch gravity line from the Garlic Creek Lift Station and extending west to Bullwhip Pass.
Project Drivers: This project serves future growth.
ITEM 1 2 3 4
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 12" Pipe 6,080 LF $ 120 8" Pipe 350 LF $ 80 48" Diameter Manhole 16 EA $ 5,000 Sewer Pavement Repair 500 LF $ 85
SUBTOTAL: 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
CONTINGENCY
E-13
$ $ $ $
TOTAL 729,600 28,000 80,375 42,500
$ $ $ $ $ $
880,500 220,200 1,100,700 165,200 1,265,900 1,265,900
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 14 Project Name: Proposed Lift Station West of IH-35 Project Description: A new lift station with a firm capacity of 320 gpm west of Interstate 35 and a 6-inch force main to Main Street.
Project Drivers: This project will serve future growth.
ITEM 1 2 3
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 320 gpm Lift Station 1 EA $ 512,000 6" Force Main 2,220 LF $ 54 Sewer Pavement Repair 200 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-14
$ $ $
TOTAL 512,000 119,880 17,000
$ $ $ $ $ $
648,900 162,300 811,200 121,700 932,900 932,900
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 15 Project Name: 10/12-inch Gravity Line East of Garison Road Project Description: A new 10/12-inch gravity line west of Garison Road and under Onion Creek to the Proposed Lift Station.
Project Drivers: This project will serve new growth.
ITEM 1 2 3 4
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 12" Pipe 1,000 LF $ 120 10" Pipe 4,710 LF $ 100 48" Diameter Manhole 14 EA $ 5,000 20" Boring and Casing 400 LF $ 260
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-15
$ $ $ $
TOTAL 120,000 471,000 71,375 104,000
$ $ $ $ $ $
766,400 191,600 958,000 143,700 1,101,700 1,101,700
City of Buda Capital Improvement Cost Estimate Construction Project Number: 16 Project Name: 8-inch Gravity Line along Garison Road Project Description: A new 8-inch gravity line along Garison Road.
August 2017 Phase: 2027
Project Drivers: This project will serve new growth.
ITEM 1 2 3 4
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 8" Pipe 3,740 LF $ 80 48" Diameter Manhole 9 EA $ 5,000 20" Boring and Casing 200 LF $ 260 Sewer Pavement Repair 200 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-16
$ $ $ $
TOTAL 299,200 46,753 52,000 17,000
$ $ $ $ $ $
415,000 103,800 518,800 77,900 596,700 596,700
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 17 Project Name: 12-inch Gravity Line to the Bailey Tract Project Description: A new 12-inch wastewater line north of the Garlic Creek Lift Station to serve the Bailey Tract
Project Drivers: This project will serve new growth.
ITEM 1 2 3
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 12" Pipe 3,880 LF $ 120 48" Diameter Manhole 10 EA $ 5,000 Sewer Pavement Repair 200 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-17
$ $ $
TOTAL 465,600 48,500 17,000
$ $ $ $ $ $
531,100 132,800 663,900 99,600 763,500 763,500
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 18 Project Name: 18-inch Gravity Line north of Garlic Creek Lift Station Project Description: A new 18-inch gravity line to serve development north of the Garlic Creek Lift Station.
Project Drivers: This project will serve new growth.
ITEM 1 2 3
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 18" Pipe 1,860 LF $ 180 60" Diameter Manhole 5 EA $ 6,000 Sewer Pavement Repair 200 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-18
$ $ $
TOTAL 334,800 27,900 17,000
$ $ $ $ $ $
379,700 95,000 474,700 71,300 546,000 546,000
City of Buda Capital Improvement Cost Estimate Construction Project Number: 19 Project Name: Onion Creek Gravity Line Project Description: A new 15/21-inch gravity line in the Onion Creek Basin.
August 2017 Phase: 2027
Project Drivers: This project will serve new growth.
ITEM 1 2 3 4
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 21" Pipe 7,890 LF $ 210 15" Pipe 2,170 LF $ 150 60" Diameter Manhole 25 EA $ 6,000 Sewer Pavement Repair 400 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-19
$ $ $ $
TOTAL 1,656,900 325,508 150,901 34,000
$ $ $ $ $ $
2,167,400 541,900 2,709,300 406,400 3,115,700 3,115,700
0
1
7
Water & Wastewater Impact Fee Report City of Buda
Water & Wastewater Impact Fee Report September 2017
CITY OF BUDA 121 Main Street P.O. Box 1380 Buda, Texas 78610
FREESE AND NICHOLS, INC. 10431 Morado Circle, Suite 300 Austin, Texas 78759 FNI Project Number: BUA16634
Water & Wastewater Impact Fee Report City of Buda
TABLE OF CONTENTS EXECUTIVE SUMMARY ................................................................................................................... ES-1 1.0
BACKGROUND ......................................................................................................................... 1-1
2.0
LAND USE ASSUMPTIONS.................................................................................................... 2-1
2.1
Service Areas ................................................................................................................. 2-1
2.2
Growth Projections ....................................................................................................... 2-4
3.0
WATER AND WASTEWATER CAPITAL IMPROVEMENTS PLAN ............................. 3-1
3.1
Existing Water and Wastewater Systems ..................................................................... 3-1
3.2
Water Model Update and Validation ............................................................................ 3-4
3.3
Wastewater Model Update........................................................................................... 3-4
3.4
Water Demand and Wastewater Load Projections ...................................................... 3-4
3.5
TCEQ Requirements ...................................................................................................... 3-9
3.6
Water and Wastewater System Analyses ................................................................... 3-10
3.6.1
Storage and Pumping Recommendations ........................................................... 3-10
3.6.2
Hydraulic Modeling .............................................................................................. 3-13
3.7 4.0
Water and Wastewater System Improvements ......................................................... 3-14 IMPACT FEE ANALYSIS......................................................................................................... 4-1
4.1
Service Units .................................................................................................................. 4-1
4.2
Maximum Impact Fee Calculations ............................................................................... 4-3
i
Water & Wastewater Impact Fee Report City of Buda
LIST OF TABLES Table ES-1 Table ES-2 Table ES-3 Table ES-4 Table 1-1 Table 2-1 Table 3-1 Table 3-2 Table 3-3 Table 3-4 Table 3-5 Table 3-6 Table 3-7 Table 3-8 Table 3-9 Table 3-10 Table 3-11 Table 3-12 Table 3-13 Table 3-14 Table 4-1 Table 4-2 Table 4-3 Table 4-4 Table 4-5
Growth Projections .............................................................................................. ES-1 Projected Water Demands................................................................................... ES-2 Projected Wastewater Flows ............................................................................... ES-2 Maximum Allowable Impact Fees........................................................................ ES-3 List of Abbreviations .............................................................................................. 1-2 Water and Wastewater Growth Projections ......................................................... 2-4 Historical Water Demands ..................................................................................... 3-5 Historical Wastewater Flows ................................................................................. 3-6 Projected Water Demand and Wastewater Flow Design Criteria ......................... 3-6 Projected Water Demands..................................................................................... 3-7 Projected Wastewater Flows ................................................................................. 3-8 Total Storage Volume Requirements..................................................................... 3-9 Supply Pumping Capacity Requirements ............................................................... 3-9 Elevated Storage Volume Requirements ............................................................. 3-10 Distribution Pumping Capacity Requirements .................................................... 3-10 Recommended Elevated Storage Volume ........................................................... 3-11 Recommended Firm Pumping Capacity............................................................... 3-12 Recommended Ground Storage Volume ............................................................. 3-13 Water System Impact Fee Eligible Projects ......................................................... 3-16 Wastewater System Impact Fee Eligible Projects................................................ 3-17 Service Unit Equivalencies ..................................................................................... 4-2 Water Service Units ............................................................................................... 4-3 Wastewater Service Units ...................................................................................... 4-3 Maximum Water Impact Fee Calculation .............................................................. 4-4 Maximum Wastewater Impact Fee Calculation .................................................... 4-4
ii
Water & Wastewater Impact Fee Report City of Buda
LIST OF FIGURES Figure 2-1 Figure 2-2 Figure 2-3 Figure 2-4 Figure 3-1 Figure 3-2 Figure 3-3 Figure 3-4 Figure 4-1
Water Service Area ................................................................................................ 2-2 Wastewater Service Area....................................................................................... 2-3 Growth in Water Connections by Planning Area ................................................... 2-5 Growth in Wastewater Connections by Planning Area ......................................... 2-6 Existing Water Distribution System ....................................................................... 3-2 Existing Wastewater Collection System................................................................. 3-3 Water System Impact Fee Capital Improvements ............................................... 3-18 Wastewater System Impact Fee Capital Improvements ..................................... 3-19 Water and Wastewater Impact Fee per Service Unit Comparison ....................... 4-5
APPENDICES Appendix A Appendix B Appendix C Appendix D Appendix E
Connections by Planning Area Pressure Testing and Water Model Validation Minimum Pressure and Available Fire Flow Maps Water System Project Cost Estimates Wastewater System Project Cost Estimates
iii
Water & Wastewater Impact Fee Report City of Buda
EXECUTIVE SUMMARY 1.0
Background
In November 2016, the City of Buda, Texas, authorized Freese and Nichols, Inc. (FNI) to perform an impact fee analysis on the City’s water and wastewater systems. The purpose of this report is to summarize the methodology used in the development and calculation of water and wastewater impact fees for the City of Buda. The methodology used herein satisfies the requirements of the Texas Local Government Code Section 395 for the establishment and update of water and wastewater impact fees.
2.0
Land Use Assumptions
Population and land use are important elements in the analysis of water and wastewater systems. Water demands and wastewater flows depend on the population served by the systems and determine the sizing and location of system infrastructure. A thorough analysis of population, along with land use, provides the basis for projecting future water demands and wastewater flows. Growth projections by planning area for the water service area were provided to FNI by the City, and were developed as part of the current water system model update project. These growth projections were augmented through discussions with City staff to develop growth projections by planning area for the portion of the wastewater service area that falls outside of the water service area. Growth in connections by planning area were developed for 2017, 2022, 2027, and Buildout. Table ES-1 presents the growth projections for the City of Buda water and wastewater service area. Table ES-1
Growth Projections
Year 2017 2022
Water Connections 4,380 6,368
Wastewater Connections 5,538 7,669
2027
8,278
10,441
Buildout
14,972
18,189
ES-1
Water & Wastewater Impact Fee Report City of Buda 3.0
Capital Improvements Plan
An impact fee capital improvements plan (CIP) was developed for the City of Buda based on the land use assumptions. The recommended improvements will provide the required capacity to meet projected water demands and wastewater flows through year 2027. Tables ES-2 and ES-3 display the water demand and wastewater load projections in terms of million gallons per day (mgd) for the City of Buda. These projections were the basis for determining the location and magnitude of the CIP projects. Table ES-2
Projected Water Demands
Year 2017 2022 2027
Average Day Demand (mgd) 1.71 2.49 3.24
Maximum Day Demand (mgd) 3.38 4.92 6.39
Peak Hour Demand (mgd) 5.92 8.60 11.18
Buildout
5.85
11.56
20.23
Table ES-3
4.0
Projected Wastewater Flows
Year 2017 2022 2027
Average Dry Weather Flow (mgd) 1.36 1.88 2.56
Peak Wet Weather Flow (mgd) 5.43 7.52 10.23
Buildout
4.46
17.83
Impact Fee Analysis
The previous impact fee ordinance was adopted in October of 2010. This ordinance set the water impact fee for a single-family meter at $2,187 and the wastewater impact fee for a single-family meter at $2,531 for a combined maximum impact fee of $4,718. This project is an update to the 2010 ordinance. For existing or proposed projects, the impact fee is calculated as a percentage of the project cost, based upon the percentage of the project’s capacity required to serve development projected to occur between 2017 and 2027. The total projected cost includes the projected capital improvement cost to serve 10-year development, the projected finance cost for the capital improvements, and the consultant cost for preparing and updating the CIP. A 3.85% interest rate was used to calculate
ES-2
Water & Wastewater Impact Fee Report City of Buda financing costs. Table ES-4 displays the maximum allowable impact fee per service unit for both water and wastewater. Table ES-4
Maximum Allowable Impact Fees Maximum Allowable Impact Fee Per Service Unit $3,595 $3,515 $7,110
Service Water Wastewater Total
ES-3
Water & Wastewater Impact Fee Report City of Buda
1.0 BACKGROUND Chapter 395 of the Texas Local Government Code requires an impact fee analysis before impact fees can be created and assessed. Chapter 395 defines an impact fee as “a charge or assessment imposed by a political subdivision against new development in order to generate revenue for funding or recouping the costs of capital improvements or facility expansions necessitated by and attributable to the new development.” In September 2001, Senate Bill 243 amended Chapter 395 thus creating the current procedure for implementing impact fees. Chapter 395 identifies the following items as impact fee eligible costs: •
Construction contract price
•
Surveying and engineering fees
•
Land acquisition costs
•
Fees paid to the consultant preparing or updating the capital improvements plan (CIP)
•
Projected interest charges and other finance costs for projects identified in the CIP
Chapter 395 also identifies items that impact fees cannot be used to pay for, such as: •
Construction, acquisition, or expansion of public facilities or assets other than those identified on the capital improvements plan
•
Repair, operation, or maintenance of existing or new capital improvements
•
Upgrading, updating, expanding, or replacing existing capital improvements to serve existing development in order to meet stricter safety, efficiency, environmental, or regulatory standards
•
Upgrading, updating, expanding, or replacing existing capital improvements to provide better service to existing development
•
Administrative and operating costs of the political subdivision
•
Principal payments and interest or other finance charges on bonds or other indebtedness, except as allowed above
1-1
Water & Wastewater Impact Fee Report City of Buda In November 2016, the City of Buda, Texas, authorized Freese and Nichols, Inc. (FNI) to perform an impact fee analysis on the City’s water and wastewater systems. The purpose of this report is to summarize the methodology used in the development and calculation of water and wastewater impact fees for the City of Buda. The methodology used herein satisfies the requirements of the Texas Local Government Code Section 395 for the establishment and update of water and wastewater impact fees. Table 1-1 provides a list of abbreviations used in this report. Table 1-1 Abbreviation ARWA AWWA CIP EPS EST ETJ FNI GBRA gpm GST HCPUA HGL KFA LAN LS MG mgd PRV PS psi PZ TCEQ WWTP
List of Abbreviations Full Nomenclature Alliance Regional Water Authority American Water Works Association Capital Improvements Plan Extended Period Simulation Elevated Storage Tank Extra-territorial Jurisdiction Freese and Nichols, Inc. Guadalupe-Blanco River Authority gallons per minute Ground Storage Tank Hays County Public Utility Agency Hydraulic Grade Line K. Friese and Associates, Inc. Lockheed, Andrews and Newnam, Inc. Lift Station Million Gallons million gallons per day Pressure Reducing Valve Pump Station pounds per square inch Pressure Zone Texas Commission on Environmental Quality Wastewater Treatment Plant
1-2
Water & Wastewater Impact Fee Report City of Buda
2.0 LAND USE ASSUMPTIONS Population and land use are important elements in the analysis of water and wastewater systems. Water demands and wastewater flows depend on the population served by the systems and determines the sizing and location of system infrastructure. A thorough analysis of population and land use provides the basis for projecting future water demands and wastewater flows.
2.1
Service Areas
The service areas for City of Buda’s water and wastewater systems differ slightly in terms of extent. The water service area contains much of the area within the City Limits to the north, and even extends past the extra-territorial jurisdiction (ETJ) in some areas. The southern portion of the area within the City Limits is served by another utility. The wastewater service area includes the entire water service area, with the addition of parts of the Coves of Cimmaron neighborhood in the north, as well as a majority of the southern portion of the City Limits not included in the water service area. Figures 2-1 and 2-2 illustrate the water and wastewater service areas, respectively.
2-1
Water & Wastewater Impact Fee Report City of Buda 2.2
Growth Projections
The City provided FNI with projected growth in connections by planning area that were developed as part of ongoing water distribution system modeling performed by another consultant. The planning area boundaries were developed as part of the separate study, but generally follow neighborhood boundaries. To account for growth in parts of the wastewater service area that are not included in the water service area, the growth projections were evaluated in discussions with City staff, who had knowledge of where and when future development is most likely to occur. Growth in connections by planning area were developed for 2017, 2022, 2027, and Buildout. Table 2-1 presents the growth projections for the City of Buda water and wastewater service areas. Figure 2-3 and Figure 2-4 show the growth projections by planning area for water and wastewater, respectively. A table summarizing the growth in water and wastewater connections by planning area is provided in Appendix A. Table 2-1
Water and Wastewater Growth Projections
Year 2017
Water Connections 4,380
Wastewater Connections 5,538
2022
6,368
7,669
2027
8,278
10,441
Buildout
14,972
18,189
2-4
Created By Freese and Nichols, Inc. Job No.: BUA16634 Location: H:\W_WW_PLANNING\01_DELIVERABLES\06_FINAL_REPORT\(Figure_2-3)-Growth_by_Planning_Area_Water.mxd Updated: Thursday, September 21, 2017 10:24:40 AM
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Water & Wastewater Impact Fee Report City of Buda
3.0 WATER AND WASTEWATER CAPITAL IMPROVEMENTS PLAN The impact fee CIP developed for the City of Buda is based on the land use assumptions presented in the previous section. The CIPs were developed using hydraulic models of both the water and wastewater systems. The recommended improvements will provide the required capacity to meet projected water demands and wastewater flows through year 2027.
3.1
Existing Water and Wastewater Systems
The existing water distribution system consists of a network of lines ranging in size from 2 inches to 24 inches in diameter, four pump stations (PS), four ground storage tanks (GST), and five elevated storage tanks (EST). The City has five groundwater wells that deliver water into the GSTs at the PSs. The City also has treated surface water supply from the Guadalupe-Blanco River Authority (GBRA) at the Bonita Vista PS. The City operates three pressure zones (PZ): High, Middle, and Low. The hydraulic grade lines (HGL) High and Low PZs are controlled by ESTs, and the Middle PZ is supplied through pressure reducing valves (PRV) from the High PZ, which set the HGL in the Middle PZ. A map of the existing water distribution system is shown on Figure 3-1. The existing wastewater system has 14 lift stations, a network of lines ranging from 4 inches to 24 inches in diameter, and a 1.5 MGD wastewater treatment plant (WWTP). The wastewater collection system serves a slightly larger area than the water distribution system, and collects flow from users that are currently served water by other utilities. Figure 3-2 displays a map of the existing wastewater collection system.
3-1
DR
R ED BL
DR
MYSTIC DR
DO YO
RO
AR
I NO
35 SB
LANTANA TRL
S IH 35 NB
OL D
8" 8"
12"
8"
12"
8" 8"
8"
16"
6"
O MO
DR R KE C RA C E FI R
16" ROCHA DR
FM 2001
IH 3 5F R
IH 3 5F R
LIVONIA DR
TOBIN DR
MENDOZA LN
BELL LN
12"
6"
6"
LA JOLLA ST
BONITA VISTA DR
6"
8"
6"
6"
8"
S CEDAR ST
12"
6"
T RL
IS
CH
N CEDAR ST
6"
12"
HO LM
GA RIS ON R D
12"
6"
8"
S IH
RD TO NI O AN SA N
6"
12"
6"
e ek
6"
12"
12 "
12"
12"
8" 8"
8"
8"
8"
8"
8" 8"
8"
12"
LAS CRUCES ST
C ion On
SUN BONNET DR
SUFFIE LD DR
VD
BL EE K
BL A
JACK RABBIT LN
CR
KELLY SMITH LN
BRANDONS WAY
DOW
KINGS RIDGE DR ND R
C K FOREST RD
SHA
ch Bra n
on B Bunt
QUARTER AVE
S PA N ISH T R A
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R K H OR DA S
BL
R
BUSINESS PARK DR
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APPL E BLOSSOM DR
ew s
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IN T ER S T AT
HOFFM AN DR
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CO
INDUSTRIAL WAY DR
REGINA DR
LOVE DR
OX DR KN
$ d " !
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TR A N Q
M
SUSAN DR
I
TY
MT
DENISE ELLEN DR
SE
HILLSIDE DR
LE D R
PA R A D I
N
HOT SPRING VLY
COLD SPG
MARY ST
R XI S
8"
BU
8"
S
4"
SS D R
OS
FEA T HE R GRA
N SL
FIREBUSH WAY
M BLOSSOM VALLE Y STR
DR
NEJ
CALL E ALTA RD
OLD WEST TRL
HILLSIDE TER CEME NT PLANT RD
TOR I
D
k
PLUMB AGO CV
S H LN
R
L
CANA DA WILD DR
TRAV ERTINE TRL
MA R
D
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Created By Freese and Nichols, Inc. Job No.: BUA16634 Location: H:\W_WW_PLANNING\01_DELIVERABLES\06_FINAL_REPORT\(Figure_3-1)-Existing_Water_System.mxd Updated: Thursday, September 21, 2017 10:34:04 AM
DR
AT
S
OLD GOFORTH RD
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SADD LEBLA NKET TRL
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B R EC
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Cabela's
1.0 MG Elevated Storage Tank Overflow Elevation = 863'
12"
E RC
12"
8"
16"
12"
CLARY CT
C O MM
an
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KYLE
12"
8"
Br
3,400
R E S T DR
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1,700
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$ d " !
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0.25 MG GBRA Ground Storage Tank 0.50 MG Standpipe Overflow Elevation = 863' 3 - 350 gpm Pumps
RO
JACK C HAYS TRL
IE
0
IA N
W
T ST
8"
SAND STONE TRL
AR
IN D
S
DF IE LD D R
6"
S FM 1626
M
TA
16"
Bonita Vista Pump Station
GBRA Delivery Point 1,041 gpm
r a nch
RUN
8"
8"
8"
8"
BRA
6"
6"
ST MA IN
8" L RD
12"
6"
Well #3 425 gpm
C
M
BR IS TO
ARIKARA ST
12" N DR
RO CK HURS
6"
8"
CASA LOM A ST
12"
n u s ta g B
6"
SEQUO YAH ST
6" L O MA V E R D
6"
REBEL DR
PR EC IS IO
6"
8"
8" 8"
ES T
8"
N KL
6"
ST
8"
NS T
PINAFORE ST
U T (# 12"
0.10 MG Elevated Storage Tank Overflow Elevation = 863'
8"
N
South Loop 4
12"
6"
2"
EY L
A
r e ek
6"
S TO
A AT S
6"
K E LL
D
HO U
0.13 MG Ground Storage Tank 1 - 800 gpm Pump 1 - 600 gpm Pump
HID
MANDAN ST
Main Street Pump Station COLE SPRI NGS RD
CHERRY ST
W ! ( Ú [ T U
T HA W
8"
8"
6"
Well #1 350 gpm
! (
HS T
6"
AS
8"
6"
W
NI GH
2"
8"
Well #2 350 gpm
" 12
S OS E B EE P KWY
HARPER VILLAGE RD
8"
" 12
OLD BLACK COLONY RD
8"
12"
STIL L HOL LOW CRK
TU RN ER
8"
P ST W LO O
8"
Well #5
6" 8"
8" 8"
8"
12"
12"
8"
JOY LW
12"
8"
8" 8"
8" 8"
12"
12" 8"
8"
12"
8"
12"
8"
8"
Y A W S DA AM A N K R LO O S O VE MA R K
8"
12"
DR
16"
MIDDLE CRK
HO
8"
8"
G K A
12"
12"
8"
RO
VE
RD
JERRYS LN
12"
W ! ( U T Ú [ Ú [
12"
8"
LEAR AVE
8"
BRIDGE S LN
O
8"
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8"
M
8"
ST
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8"
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8"
8"
12"
12"
8"
TR HA AVI YS S C CO O. .
LAUR EL CV
SS
12"
DOVE DR
PA
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8"
12"
8"
8"
8"
12"
12"
8"
12"
8"
C R EEK DR
8"
R
WILD HOR SE CRK
C
8"
C
G
12 "
LA R ENC E CT
SALLE AVE
0.25 MG Ground Storage Tank 2 - 500 gpm Pumps
8"
6"
DR
8"
12"
Garlic Creek
8"
12"
HEEP RUN
D
F R ON
O YSTER CRK
8"
G SP
HO LW
S
C A R RI N
N TO
SAF
8"
S
8"
AY NA W
12"
RR 967
12"
CLARK BROTHERS DR
LI
8"
NOPAL LN
G
8"
8"
0.75 MG Elevated Storage Tank 0.10 MG Standpipe Overflow Elevation = 1,000'
8"
R S PR IN G
WH IP P AS S
R
HY RD
Beacon Hill
EA CL
BO TA
GA
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N
8"
8"
8"
8"
N IV E
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8"
8"
12"
12"
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8"
6"
12"
12"
12"
12"
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ASTER CV
R
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8"
W
$ d " !
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POPPY CV
12"
12"
ELM GROVE LN
Well #4 125 gpm
12"
G R O V E LN
0.06 Ground Storage Tank 2 - 200 gpm Pumps
LL
C L O VE R L E A F
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MAGNOLIA CV
CT
Dhalstrom Pump Station
K CV
MAYBROOK DR
WA
PRICKLY P E A
T
RU
P
C
CANY ON WREN DR
LO W
B
K O
P IN E S I S
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N
TO
LN
LONG SPUR DR
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OXBO W TRL
ON GT IN
HO L
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O
TR E E
TOWHEE DR
U R EWOODS DR
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M
R
LE I S
SOUT HERN DR
T NC
LN
REMU DA TRL
TO MI
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FOX HOLW
NE DR
VERD IN DR
LE
LE LN
DR
DEWBERRY CV
WILLET DR
T U R NST O
County BoundaryPURYEAR RD OA
R N CIR BIT T E
A PP
O
MO NTVA
DODG EN WAY
W WAY DR
Other City Limit
Y
DUNLIN DR
GREEN MEADOW DR
Buda ETJ Boundary
LA Z
FIRE FLY CV
BUCK ARO O TRL
EN C
R OP
A R
SH R I K ED R
RA
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DR
SC IS S O
LOWDEN LN
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MC
16 26
D S
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FM N
A
DR
OLD SAN ANTONIO RD
AC
Buda City Limit VINYARD DR
H
ELLIOT T RANCH RD
CH
TURLEY DR
BLACKWELL DR
D ONIO N CR EE K R
10" and Larger Water Line
RANGER DR
Parcel BEN MILA M DR
AR
UT
AT
SHAW NEE DR
N
ALGE RITA TER
K W OOD DR
C
HORSETHIEF TRL
EA SLE Y DR
G
DR
StreamFIELD DR
A IL D R
8" and Smaller Water Line
SHADY ACRES DR
PHEA SANT RUN
W
W
Elevated Storage Tank
U T (#
LAURE L PATH
Railroad
WILD TUR KEY DR
SMOKEY ROCK LN DARRYL DR
EDGEWOOD DR
AVOCET DR
WA X
IN
SCENIC OAK TRL
HARD IN LOOP
DR
TAYLOR DR
O
VAIL LN
RD
ER
KS
DE
Road
N DR
Ground Storage Tank
T U
WY
EE
D
CRYSTAL CREEK DR
K IL
RIPPLE ROCK LN
YO B EAR C A N
HI TET Standpipe
(#
LAKEWOO D DR
AL
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Pump Station
Ú [
RD SECTION HOU SE
HAYS
TH PA
PH
VIR E
OA
HUNT LN
EAGL E NEST DR
S
LEWIS LN SPANIS H O A K S
N N ON L OO P
TANG LEWOOD TRL
LIVE OAK LN
ZA
CH
REDB UD TRL
RD L I T TLE BEAR
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COUNTRY LN
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Well
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Bear C r
A R RO
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LEGEND
R
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TOPPER LN
PANDA LN
OLIVERS WAY
HAWK DR
DOVE DR
BOB JOHNSON RD
R TAIL
E
BLUEBIR D DR
LL
L
AD
PAL
TWIN CRE EK DR
VA
TR
ESTA N
L OL
LA
RD
R
E
Low Pressure Zone
DR
D
EXISTING WATER DISTRIBUTION SYSTEM
Middle Pressure Zone
L L EY
Y
CH
G BI
VA
CITY OF BUDA TRL
TO
RP
High Pressure Zone
LE
CA
EN
R TE
FM
W
D
ST MI
CARDINA L DR
LN
R
TU NN EL
HICK ORY RIDGE RD ELM
DR 26 16
FIGURE 3-1
PRESSURE ZONES
RD
KS C IR
QUAIL RD
AR
LEAN NA OAKS LOOP
BLACK BE A R
C RE E
W
SP IL L
TW IN
RO
IS S
R
AR SP
BL
B L ISS SPILL AR R D
D B L I S S SPILL A R R
D
WREN RD
D
ALAN S WAY
CHAPARR AL RD
OL
SWALLO W DR
HUMMINGBIRD RD
CO A
AC
CH
K
CA
DR
PR
BL
EL
HUNTER CREEK CV
N
SL
UN
VD
OA
N RD
84 0
86 0
ND
81 0
RR 967
OA
KS
L
870
( !
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8''
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870
E
780
880
B
AC
0 84
ON H
ILL
79 0
B S T RL
RD
V
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B
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Stream
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Road
Highway
Force Main
12" and Larger Wastewater Line
10" and Smaller Wastewater Line
Wastewater Treatment Plant
Lift Station
Manhole
IN D
IA N
CR
P
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RD
A PL
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Created By Freese and Nichols, Inc. Job No.: BUA16634 Location: H:\W_WW_PLANNING\01_DELIVERABLES\06_FINAL_REPORT\(Figure_3-2)-Existing_Wastewater_System.mxd Updated: Thursday, September 21, 2017 11:24:30 AM
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PIN OAK DR
County Boundary
S
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Austin ETJ Boundary
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Other City Limit
Basin (Multiple Colors)
Buda ETJ Boundary
Buda City Limit
Parcel
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10 ft Contour
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8''
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790
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EXISTING WASTEWATER COLLECTION SYSTEM
810
M
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Carpenter Hill LS
FIGURE 3-2
76 0
820
( !
860
Dahlstrom
8''
O A K HO LL OW L N
850
OAK GROVE RD
0 86
830
CITY OF BUDA
TR
84 0
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710
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BUCK ARO O TRL
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12''
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( ( ! !
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CA R R I N
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750
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720
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680
740
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76 0
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6''
6''
8'' ! 8'' ( ( (! ! REBEL DR
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WINDMILL WAY
REBEL DR
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10''
Existing Capacity = 1.5 MGD
( !
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8''
! ( ( ! ( ! ( ! ( !
8''
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( 8''! ! ( ( !
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6''
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76 0
8''! (
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( !
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6''
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10''
! ( ( !
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8''
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72 0
( !
KELLY SMITH LN
( !
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B
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DR
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FOSS
( !
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( !
( !
8''
( !
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8''
( !
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8'' ( (! !
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680
( !
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( !
8''
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76 0
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780
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TRAV ERTINE TRL
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KINGS RIDGE DR
CO
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700
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DR
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TR
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750
750
0 72
S SH 45 E EB
TURNE RSVILL E RD
76 0
0 74
FM 1327 RD
74 0
800
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75 0
760
0
730
670
1,700
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680
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770
SATT ERW HITE RD
WWTP
730
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FM 2001
760
SCALE IN FEET
C ¸
660
Existing Capacity = 0.25 MGD
0 75
Sunfield Wastewater Treatment Plant
C ¸
Sunfield
790
730
JACK RABBIT LN
QUARTER AVE
BRANDONS WAY H NIS
SL OA
N
( !
( (! ! ( !
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8''
8''
EL N
RU
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P
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73 0
IL L E RD
2 - 182 gpm Pumps
V
HD R
$ d " !
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Meadow Park LS
RA
TR
TUR N
ON D
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BL
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ND
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A
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740
AC
AC
BL
DA
W
W
P A SS
A
N
K
PURYE AR RD
FM 2001
Green Meadow
2 - 380 gpm Pumps
( !
( !
( !
( 8''!
( !! (
Dorsett
( !
( !
Meadow Park ( !
$ d " !
ST
680
680
Green Meadows LS
78 0
8''
8''
8''
( !
10'' ! ( LOOP N E RIM ( ! ( ! ( !
( ! ! (
( !
E G O FOR T H
GLENVIEW LN
( !
68 0
670
62 0
10'' ( ! 10'' ! (
( !
( !
(! ! ( ( !
Night Hawk East
! ( ( HILLSIDE TER !
( !
APPL E BLOSSOM DR
Hillside Terrace
South Buda
( !
( !
( !
( !
8 ( '' !
2 - 400 gpm Pumps
2 - 660 gpm Pumps
S Loop 4 BusIness Park LS
8''
(! ! (
( ( ! !
( !
8'' 8''
( !
Stone Field LS
( !
Meadows at Buda LS
ä
( !
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8''
CV C IA ! B R EC ( ! T RL ( (! ! (! ( D! ! ( ( F I E L! ( ( ! ((! ( ! S T O! NE ( !
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8'' ! ( ( ! ! ! ( ( ! ( ( !
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68 0
Stonefield
76 0
!! ( (
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680
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2 - 2,135 gpm Pumps!(
TRADEMA RK DR
E R C IA
( !
8''
Night Hawk LS
! ( ! ( ( ( ! ! ( ! ( ! ( !
( !
Night Hawk West
( !
SUFFIELD DR
( ! ( ! ! ( ( !
( !! ( ! ( ( !
! ( ( !
V
! ( ( ! ! ( ( ! ( ( ! !
( !
. 18''!( F.M
Dorsett LS
64 0
660
63 0
TR HA AVI YS S C CO O. .
2 - 1,245 gpm Pumps
(! ! ( DR ! ( CRESCENT ! ( ( ( ! ! ! ! ( ( ( ! ( ! ( ! ( ! ( ! ( (! ! ( ! ( ! 6'' ( ! ( ! ( ! ! ( ! ( ( ! ( ! 6'' ( ! ( ! ( ! ! ( ( ! ( ! ( ! (RO CK HURS T ST ! (! ! ( ! ( ( ! ( ! (! ( ! ( ! ( ! R ES T D R( ! ( F A I R C! ( ! ( ! ( ! ( ! ( !
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( ( ! ! ! ( (! ! ( ! ( ( (! (! !
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2 - 100 gpm Pumps
( ! ! (( ( ! ! ( !
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( !
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PA R A D I ( ! ! ( SE
! ( ( !
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8''
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COLD SPG
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8''
8'' F.M.
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( !
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Meadows
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640
City of Buda (Downtown) Wastewater Treatment Plant
City Hall LS
EAST ST
( ( ( ! !!
( ! (! ! (! (
71 0
( ! ! (
( !
( !
( !
( ! ( ! WWTP
ä
VIA VERONA
( !
ä
V
( !
( ( ! !
6''
( !
ST
( !
HS T
KS T
AS
( ( CH ST ! !
PE A
LIV
V
ä
( !
( !
8''
EL M
4'' F.M. ( !
Rich m
( !
( !
WWTP
.M 'F ' 10
K R LO O
( !
BUSINESS PARK DR
( !
760
CEME NT PLANT RD
Rebel Road
720
( !
( 6'' ! ( ! ( !
2 - 7 gpm Pumps
( ! S XIN G
( !
S O VE
( !
( !
MA R K
Loop 4 LS
BA RT ON
( !
2 - 15 gpm Pumps
( ! Garlic Creek LS
( !
8'' ! ( ( !
710
Creek Side LS
730
( ! Firm = 4,303 gpm (Capacity ( ! !
( !
( !
( 8'' !
( !
( !
V
ä
Creekside
VANESSAS WAY
( !
( !
( ( ! !
!! ( ( ! (
10 ''
2 - 100 gpm Pumps
( !
( !
( !
( !
Buda Elm LS
2 - 815 gpm Pumps
( !
! ( ( ! ( !
! ( ( !
( !
( !
10''
Overlook Park LS
( !
( !
18'' !(
( !
! ( ( !
( !
SALLE AVE
( !
MARIBEL AVE
( !
(! ! (
( !
CLARENCE CT
( ! ! ( ( ! ( ! ( ! ( !
18''
( ( ! !
( !
( !
( !
LY
Y
P E AR PA SS
WA
! ( ( ! 8'' ( ( ! !
NOPAL LN
SEREN E HOL W
( ( ! ! ( !
8''
10''
STIL L HOL LOW CRK
( !
( !
( (! (! !
( !
N
ASTER CV
( ( ! (! ! (! ( ! ( ! (!
( !
LA
FOX HOLW
U RAC C O O N R
O Y S TER CRK 8'' ! (! ! 8'' 8'' ( ( ! ( ! ( (! ( ! ( ! 8 8'' '' BAYOU BND
MIDDLE CRK
( !
( !
( !
( !
( !
( !
SON WAY GIBER ( !
CLARK BROTHERS DR
HEEP RUN
( ! ! ( ( ! (! ! (! (
Onion Creek
COLE SPRI NGS RD
RD OLD BLACK COLO NY
nC
P I NE
N SK I
TU R N S T O
N E DR
DUNLIN DR
A RA D R
820
Garlic Creek
( ( ! !
LONG SPUR DR
GS H O R I N( LW S P( ! ( ! ! (! R! ( ! (
( !
AC
WILLET DR
TOWHEE DR
VERD IN DR
'' !( 18!(
R
( ! (! (! ( ! (! ! ( ( ! (! ! ! ( ( ! ! ( ( ( ! ( G! ( ( ! ( ! SP !S ( ! ( AFF R O N ! ( ! (! ! ( ( ! ! ( ! ( ! (! ( (! ! ( ( ! ( ! ( ! ( ! (! ! 8' KED CRK ' CROO ( ( ! ( ! ( ! (! ! ( CRK ( OYSTE R ! ( ! ( ( ! (! ! ( (! (! ( ! ! ( (! ! ( !
A ( LE!
( !
DR
( ! ( 8'' ! ( ! ( ! ! ( ( ( A ! ! 8'' ! ( ( ! ( ! (( ! ( ! ! ( ! ( (! ! ( ! ORSE CRK ( ! ' WILDH (! ! ( ! ( ! 8'! ( ! ! ( ( ( ! !( ( ( ! CO ! ( LD (W A !
! (
C ÷
On io
C ÷
( !
ELM GROVE LN
t an g B Mu s r a nc h
750
0 82
800
0 84
830
W WAY DR
18''
EULALAH LN
8'' ! 8'' ( 8'' ( ! ( !
8'' ( !
MAYBROOK DR
LN
HAYS
C ÷ 6 "
AT CH
CA
740
86 0
O AK F OR
W O OD L A
870
83 0
WHITNEY RUN
800
0 87
6'' F.M.
8''
8''
860
85 0
ARM ADILLO TRC E
84 0
780
WILEY WAY
840
810
LA M
84 0
IT R U N
RA BB
85 0
76 0
8''
83 0
R
R X IS 740
790
77 0
JERRYS LN
EJ O
CO N
8''
HARPER VILLAGE RD
0 83
83 0
800
BRIDGE S LN
C
8'' 8''
8''
81 0 730
8''
8''
K PR I C
82 0 S
12''
78 0
750
N
710
8''
69 0 HAYS YOUTH DR
710
ELLIOT T RANCH RD
R
D
PL E
A
M
760
O A K W OOD D R
750
720
10''
6'' 700
69 0
6'' UF BL
8''
6'' 8''
8''
16 '' 770
S
8''
8' '
ch
B ra n Bunt on
8'' 8''
8''
FS T
6''
8''
T IN S ST
A NR
6'' 6'' SUN BONNET DR
HOT SPRING VLY
AU S T
10'' ST AD
8''
A IN
.
8''
8''
8''
20'' F.M. 77 0
N
SM
4'' F.M.
750
IL R O
6''
M
OL
H
C
6''
6''
6''
20'' F .M N CEDAR ST
GA RIS ON R D
700
8''
T RL LA JOLLA ST
TOBIN DR
IS H
8'' LAS CRUCES ST
DISTRIBU TION CV
8'' BONITA VISTA DR
EARL LN
690
8''
IH 3 5F R
8''
10''
F.M . 8''
OX DR KN
770
760
12''
770
REYNA LN
6''
BELL LN
8''
8''
8''
750
ROCHA DR
10''
10''
8''
IH 3 5F R
6''
10''
An
8''
8'' 8''
10''
NB EX IT 22 0 740
750
690
8'' 8''
OL D SB 760
8'' FM 2001
TO NI O AN SA N
8''
8'' 8''
22 0 EX IT
RD
E FI R
8''
680
8''
8'' 700 CE
TR
OP
C
ST
EX IT
DR R KE C RA
PIT
NB 22 3
O MO
35 SB S IH
73 0
75 0
OLD SAN ANTONIO RD
DS B 35 S VR S IH 660 670
690
670
DN B 710
71 0
35 S VR
S IH
WO
86 0
TWIS TED OAKS LN
ST O
h d r e ws B r a nc
T
ND R
IE
RO
8''
MA R
HE
AR
EE K
M
Y
CR
ch
DOW
an 700
SHA
690
S IH 35 NB
D
690
BL V
700
74 0 TR
OK
8'' F.M.
8''
RO
S LOOP 4
12''
DACY LN
W
8''
L RD
0 73
8''
HIL
720
8''
IND Y
8''
8''
720
0 74
L
0 73 710
S T DR
760
RE OA K F O
770
CV
740
T ES
720
LN
780
COUNTRY FOLKS LN
VE
78 0
DO
DODG EN TRL
S FM 1626
640
G BUDA SPORTSPLEX DR
8''
D BL V
TR
BLACKBIRD LN
DODG EN WAY
8'' 8''
8'' F.M.
HT
NE
DR
L
LE LN
8'' 8'' W
8''
RO IG SL
TO
TOR I
RO
N M OU R N I
LN STILL HOLLOW CRK PINAFORE ST
760
RT BE
S IL
0 75
KL
Q U
MO NTVA
ON GT IN
740
M I LL
8'' DR S C EDAR S T
6''
6'' F.M.
740
D
CT
8'' C AT MANDAN ST
OLD GOFORTH RD
750
S
SOUT HERN DR
8'' LW
SEQUO YAH ST
OLD WEST TRL
LN G R EE N MEAD OWS
760
IL L
N
18'' 8'' HO ARIKARA ST
D
FIREBUSH WAY
0 67
3,400
H
TO CANY ON WREN DR
R
8'' 6''
R
GRASS DR
G
N FM 1626 GARLIC CREEK DR
TO
D
8'' CLARY CT
S
FEA T H E R
EE
LI N
LE DR
G N TREE HAVE N CT BRIARSTONE DR
ER S
8''
R PEBBLE C
N
LEISU RE W O O DS
0 77
8'' 8'' WO ODS TRL
10''
V O
PA
T
E
U
OXBO W TRL
SID ALLEN S DR
ENCHANTED
6''
8''
750
W
Z
0 78 W IL D F I R
R
REMU DA TRL
TALLE Y LOOP
10''
6''
0 75
E VI
AZ
730
L
FIRE FLY CV
650
8''
CA
ND
AT 730
AI
RD LIT TL E BEAR
A PP
T MAGNOLIA CV 690
PO
ZM 650
0 89 TR E E
OP
F.M. 18''
DR 770 630
820
H K CV LAUR EL CV
6''
12''
8''
Y 680
R
UT OA 0 70 680
12'' DA ND
720
N
810
Y 760
B
U
10''
0 75
k R
760
0 73
L
DOVE DR
8''
740
750
AI
0 61
690
Q U
660
690
CV N
S H LN
JACK C HAYS TRL
Water & Wastewater Impact Fee Report City of Buda 3.2
Water Model Update and Validation
The City provided the most up-to-date versions water distribution system model. The water system model was built in Bentley’s WaterGEMS® software. K. Friese and Associates (KFA) updated the water model, adding recently constructed water lines and facilities. A 72-hour extended period simulation (EPS) analysis was performed by KFA with 2017 and 2027 projected 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. KFA utilized the hydraulic model to develop a 10year water CIP as part of a separate study. As part of the impact fee update study, the existing system demand allocation was updated using geocoded billing data. In order to verify that the hydraulic model accurate represented the actual distribution system, a model validation was performed. Field testing was conducted March 17th to 27th, 2017. Eight pressure recorders were installed throughout the distribution system. The pressure testing data was used to validate the EPS model scenario by verifying that modeled pressures were generally within five psi of the measured field pressures. Graphs of the pressure recorder data and a map showing the validation results and pressure recorder locations are provided in Appendix B. The model was used to conduct fire flow analysis under maximum day demands, and determine minimum observed pressures during maximum hour demands for both 2017 and 2027.
3.3
Wastewater Model Update
The City provided the existing wastewater system hydraulic model developed by Lockheed, Andrews & Newnam, Inc. (LAN) as part of the 2012 Wastewater Master Plan. The wastewater collection system model was built in Bentley’s SewerGEMS® software.
FNI updated the model to include newly
constructed lines and facilities, and updated the existing system flow allocation using geocoded billing data. This model was used to evaluate the capacity of the existing system during peak wet weather conditions for 2017, 2027, and Buildout.
3.4
Water Demand and Wastewater Load Projections
The land use data and historical water demands, and wastewater flow characteristics were used to develop future water demands and wastewater flows based on a projected average day and maximum day demand per connection and peaking factors. Design average day and maximum day demand per connection values were chosen to align with projected demands used by KFA to create the proposed 10-
3-4
Water & Wastewater Impact Fee Report City of Buda year water CIP. As no peak hour water demand data were available, a peak hour to maximum day demand peaking factor of 1.75 was selected to be conservative based on previous experience with cities of similar size. For wastewater, no historical connection or peak wet weather flow data were available. Therefore, the average dry weather flow of 245 gallons per connection was used to be consistent with the 2012 Wastewater Master Plan performed by LAN. A wet weather peaking factor of 4.0 was chosen based on recommendations from the Texas Commission on Environmental Quality (TCEQ). These projections were allocated into the respective hydraulic models, which served as a basis for determining the location and magnitude of the CIP projects. Table 3-1 and 3-2 show historical water demands and wastewater flows in millions of gallons per day (mgd), respectively. The design criteria for projected water demand and wastewater flow calculations are shown in Table 3-3. Table 3-4 presents the projected water demands in mgd, and Table 3-5 presents the projected wastewater flows in mgd for the City of Buda. Table 3-1
Historical Water Demands
Year 2010 2011 2012 2013 2014
Water Connections 2,325 2,611 2,821 3,345 3,660
Average Day Demand (mgd) 1.00 1.10 1.00 1.10 1.30
Average Day Demand (gallons per connection per day) 430 421 354 329 355
Maximum Day Demand (mgd) 1.70 2.10 2.20
Maximum Day Demand (gallons per connection per day) 603 628 601
Average
-
1.10
378
2.00
611
Maximum
-
1.30
430
2.20
628
3-5
Water & Wastewater Impact Fee Report City of Buda Table 3-2
Table 3-3
Historical Wastewater Flows
Year 2008 2009 2010 2011 2012 2013 2014 2015
Average Annual Daily Flow (mgd) 0.70 0.81 1.09 0.94 1.02 1.10 1.32 1.12
2016
1.11
Average Maximum
1.02 1.32
Projected Water Demand and Wastewater Flow Design Criteria Water
Average Day Demand (gallons per connection per day) 391
Maximum Day Demand (gallons per connection per day) 772
Wastewater
Peak Hour to Maximum Day Peaking Factor 1.75
3-6
Average Dry Weather Flow (gallons per connection per day) 245
Peak Wet Weather Flow Peaking Factor 4.00
Water & Wastewater Impact Fee Report City of Buda Table 3-4
Planning Year
2017
2022
2027
Buildout
Projected Water Demands
Pressure Zone Low
Connections 1,295
Average Day Demand (mgd) 0.51
Middle
2,960
1.16
2.29
4.00
High
125
0.05
0.10
0.17
Total
4,380
1.71
3.38
5.92
Low
1,741
0.68
1.34
2.35
Middle
4,033
1.58
3.11
5.45
High
594
0.23
0.46
0.80
Total
6,368
2.49
4.92
8.60
Low
2,410
0.94
1.86
3.26
Middle
4,992
1.95
3.85
6.74
High
876
0.34
0.68
1.18
Total
8,278
3.24
6.39
11.18
Low
7,644
2.99
5.90
10.33
Middle
5,590
2.19
4.32
7.55
High
1,738
0.68
1.34
2.35
Total
14,972
5.85
11.56
20.23
3-7
Maximum Day Demand (mgd) 1.00
Peak Hour Demand (mgd) 1.75
Water & Wastewater Impact Fee Report City of Buda Table 3-5
Projected Wastewater Flows
Basin
Connections
2017 Average Dry Weather Flow (mgd)
Creekside
13
0.00
0.01
13
0.00
0.01
13
0.00
0.01
13
0.00
0.01
Dahlstrom
2
0.00
0.00
109
0.03
0.11
109
0.03
0.11
109
0.03
0.11
Dorsett
58
0.01
0.06
162
0.04
0.16
344
0.08
0.34
344
0.08
0.34
FM 2001
35
0.01
0.03
178
0.04
0.17
519
0.13
0.51
612
0.15
0.60
Garison
0
0.00
0.00
20
0.00
0.02
260
0.06
0.25
2,065
0.51
2.02
Garlic Creek
2,839
0.70
2.78
3,828
0.94
3.75
4,609
1.13
4.52
4,876
1.19
4.78
Green Meadow
300
0.07
0.29
300
0.07
0.29
300
0.07
0.29
300
0.07
0.29
Hillside Terrace
1
0.00
0.00
1
0.00
0.00
377
0.09
0.37
377
0.09
0.37
Meadow Park
182
0.04
0.18
182
0.04
0.18
182
0.04
0.18
182
0.04
0.18
Meadows
473
0.12
0.46
473
0.12
0.46
473
0.12
0.46
647
0.16
0.63
Night Hawk East
142
0.03
0.14
142
0.03
0.14
142
0.03
0.14
222
0.05
0.22
Night Hawk West
381
0.09
0.37
381
0.09
0.37
551
0.13
0.54
1,244
0.30
1.22
Onion Creek
66
0.02
0.06
834
0.20
0.82
1,421
0.35
1.39
4,025
0.99
3.94
Quarry
0
0.00
0.00
0
0.00
0.00
0
0.00
0.00
1,500
0.37
1.47
Rebel Road
42
0.01
0.04
42
0.01
0.04
42
0.01
0.04
227
0.06
0.22
South Buda
6
0.00
0.01
6
0.00
0.01
6
0.00
0.01
308
0.08
0.30
Stonefield
445
0.11
0.44
445
0.11
0.44
540
0.13
0.53
540
0.13
0.53
WWTP
553
0.14
0.54
553
0.14
0.54
553
0.14
0.54
598
0.15
0.59
Grand Total
5,538
1.36
5.43
7,669
1.88
7.52
10,441
2.56
10.23
18,189
4.46
17.83
Peak Wet Weather Flow (mgd)
Connections
2022 Average Dry Weather Flow (mgd)
Peak Wet Weather Flow (mgd)
3-8
Connections
2027 Average Dry Weather Flow (mgd)
Peak Wet Weather Flow (mgd)
Buildout Average Dry Weather Flow Connections (mgd)
Peak Wet Weather Flow (mgd)
Water & Wastewater Impact Fee Report City of Buda 3.5
TCEQ Requirements
As a retail water purveyor, the City of Buda must comply with the rules and regulations for public water utility systems set forth by TCEQ in 30 TAC Chapter 290, Public Drinking Water. 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. In addition to storage requirements, the City is also required to meet the TCEQ pumping capacity requirements. The City currently provides at least 200 gallons per connection of elevated storage resulting in a TCEQ pumping requirement of 0.6 gallons per minute (gpm) per connection. If the City provided less than 200 gallons per connection of elevated storage in the future, the TCEQ pumping requirements would increase. The City reported having 4,380 active connections as of July 2017. TCEQ capacity requirements were evaluated by PZ. Existing and future storage and pumping capacities were evaluated and are summarized in Table 3-6 through Table 3-9. The City is currently meeting all requirements except for distribution pumping capacity in the combined Middle and High PZs. However, this deficiency is addressed in the proposed CIP with the addition of the Alliance Regional Water Authority (ARWA), formerly known as the Hays County Public Utility Agency (HCPUA) Phase 1 PS, which will serve the Middle and High PZs. This PS is scheduled to come on line in 2018. Table 3-6 TCEQ Requirement 200 gallons per connection
Number of Connections
Required Total Storage (gallons)
Available Total Storage (gallons)
TCEQ Requirement Met?
4,380
876,000
3,140,000
Yes
Table 3-7 TCEQ Requirement 0.52 gpm per connection(1)
Total Storage Volume Requirements
Supply Pumping Capacity Requirements
Number of Connections
Required Supply Pumping Capacity (gpm)
Available Supply Pumping Capacity (gpm)
TCEQ Requirement Met?
4,380
2,278
2,776
Yes
(1) Pumping requirement is 0.52 gpm per connection since the TCEQ has granted the City an alternative capacity requirement.
3-9
Water & Wastewater Impact Fee Report City of Buda Table 3-8
Pressure Zone Low Middle & High(1) Systemwide
TCEQ Requirement 100 gallons per connection 100 gallons per connection 100 gallons per connection
Elevated Storage Volume Requirements
Number of Connections
Required Elevated Storage Volume (gallons)
Available Elevated Storage Volume (gallons)
TCEQ Requirement Met?
1,295
129,500
1,600,000
Yes
3,085
308,500
850,000
Yes
4,380
438,000
2,450,000
Yes
(1) Middle and High PZs combined because the Middle PZ is fed through 4 PRVs from the High PZ.
Table 3-9
Pressure Zone Low Middle & High(1) Systemwide
TCEQ Requirement 0.6 gpm per connection(2) 0.6 gpm per connection(2) 0.6 gpm per connection(2)
Distribution Pumping Capacity Requirements
Number of Connections
Required Distribution Pumping Capacity (gpm)
Available Distribution Pumping Capacity (gpm)
TCEQ Requirement Met?
1,295
777
2,450
Yes
3,085
1,851
1,400(3)
No
4,380
2,628
3,850
Yes
(1) Middle and High PZs combined for pumping and storage requirement purposes because the Middle PZ is fed through 4 PRVs from the High PZ. (2) Pumping requirement is 0.6 gpm per connection because the City provides more than 200 gallons per connection of elevated storage capacity. (3) Does not include capacity from the planned ARWA Phase 1 PS.
3.6
Water and Wastewater System Analyses 3.6.1
Storage and Pumping Recommendations
This section summarizes the evaluation of the storage and pumping capacity for the City based on study criteria developed by FNI. These criteria are generally more stringent than the TCEQ requirements and take into consideration system-specific factors including operational flexibility, fire suppression, redundancy, and energy efficiency. The design criterion used to analyze EST capacity is the volume required to provide adequate equalization storage for peak hour demands plus emergency storage for fire protection. It is typically assumed that half of the EST capacity is used to meet peak hourly demands in excess of the maximum day rate (equalization volume), while the other half of the tank is used for fire
3-10
Water & Wastewater Impact Fee Report City of Buda protection and emergency conditions (fire/emergency volume). This evaluation assumes that pumping will meet 125% of maximum day demands and elevated storage will meet 40% of peak hour demands. Table 3-10 shows the recommended elevated storage by PZ in terms of millions of gallons (MG). The combined Middle and High PZ available elevated storage is below what is recommended. However, the storage volume of the proposed ARWA Phase 1 EST included in the CIP was sized such that the City will be able to meet these recommendations, even through Buildout. Table 3-10
Planning Year 2017
2022
2027
Buildout
Pressure Zone Low Middle & High(5) System-Wide Low Middle & High(5) System-Wide Low Middle & High(5) System-Wide Low Middle & High(5) System-Wide
Recommended Elevated Storage Volume Available Elevated Storage Volume (MG) 1.60
Peak Demand (mgd)(1) 0.70
Peak Volume (MG)(2) 0.12
Fire Volume (MG)(3) 0.63
Recommended Elevated Storage Volume (MG)(4) 0.75
1.67
0.28
0.63
0.91
0.85
2.37
0.39
0.63
1.02
2.45
0.94
0.16
0.63
0.79
1.60
2.50
0.42
0.63
1.05
0.85
3.44 1.30
0.57 0.22
0.63 0.63
1.20 0.85
2.45 1.60
3.17
0.53
0.63
1.16
0.85
4.47 4.13
0.75 0.69
0.63 0.63
1.49 1.38
2.45 1.60
3.96
0.66
0.63
1.32
0.85
8.09
1.35
0.63
2.70
2.45
(1) Equals 40% of peak hour demand (2) Required volume to supply the peak demand for a duration of 4 hours (3) Assuming highest fire flow required is 3,500 gpm for a 3-hour duration (4) The greater of twice the peak volume or the peak volume plus fire volume (5) Middle and High PZs combined because the Middle PZ is fed through 4 PRVs from the High PZ.
The recommended firm pumping capacity was calculated based on meeting 125% of maximum day demands. Firm pumping capacity is defined as the total available pumping capacity with the largest pump in the PZ out of service. Table 3-11 presents the recommended firm pumping capacity. The Low PZ has adequate pumping capacity to meet demands through 2027. The available pumping capacity in the Middle and High PZs is less than recommended, even in 2017. However, as mentioned in Section
3-11
Water & Wastewater Impact Fee Report City of Buda 3.4, this deficiency will be alleviated by the addition of the new ARWA Phase 1 PS, which will serve the Middle and High PZs. Table 3-11
Planning Year 2017
2022
2027
Buildout
Recommended Firm Pumping Capacity
Average Day Demand (mgd) 0.51
Maximum Day Demand (mgd) 1.00
Peak Hour Demand (mgd) 1.75
Recommended Pumping (1) (mgd) 1.25
Available Pumping Capacity (mgd) 2.38
1.21
2.38
4.17
2.98
1.30
1.71
3.38
5.92
4.23
3.67
Low Middle & High(2) System-Wide
0.68
1.34
2.35
1.68
2.38
1.81
3.57
6.25
4.47
1.30
2.49
4.92
8.60
6.15
3.67
Low Middle & High(2) System-Wide
0.94
1.86
3.26
2.33
2.38
2.29
4.53
7.93
5.66
1.30
3.24
6.39
11.18
7.99
3.67
Low Middle & High(2) System-Wide
2.99
5.90
10.33
7.38
2.38
2.87
5.66
9.90
7.07
1.30
5.85
11.56
20.23
14.45
3.67
Pressure Zone Low Middle & High(2) System-Wide
(1) Recommended pumping is 125% of maximum day demand (2) Middle and High PZs combined because the Middle PZ is fed through 4 PRVs from the High PZ
Recommended ground storage capacity was calculated based on providing storage equivalent to 4 to 8 hours of maximum day demand. Storage volumes equivalent to 4, 6, and 8 hours of maximum day demand were calculated, and range from least conservative to most conservative, respectively. Table 3-12 presents the recommended ground storage capacity by PZ. The available ground storage in the Low PZ is adequate to provide 4 hours of maximum day demand through 2027, while the available ground storage in the Middle and High PZs is below all recommended volumes. However, the GST proposed as part of the ARWA Phase 1 PS will provide additional ground storage in the Middle and High PZs. It should also be noted that the Low PZ and the combined Middle and High PZs have 1.60 MG and 0.85 MG of elevated storage, respectively, a portion of which can serve as additional supply in emergency situations.
3-12
Water & Wastewater Impact Fee Report City of Buda Table 3-12
Year 2017 2022 2027 Buildout
Pressure Zone Low Middle & High(1) Low Middle & High(1) Low Middle & High(1) Low Middle & High(1)
Recommended Ground Storage Volume
4 Hrs of MD Demand (MG) 0.17 0.40 0.22 0.60 0.31 0.76 0.98
6 Hrs of MD Demand (MG) 0.25 0.60 0.34 0.89 0.47 1.13 1.48
8 Hrs of MD Demand (MG) 0.33 0.79 0.45 1.19 0.62 1.51 1.97
Available Ground Storage (MG) 0.38 0.31 0.38 0.31 0.38 0.31 0.38
0.94
1.41
1.89
0.31
(1) Middle and High PZs combined because the Middle PZ is fed through 4 PRVs from the High PZ
3.6.2
Water System Hydraulic Modeling
As mentioned in Section 3.2, the majority of the modeling that went in to developing the 10-year water CIP was done by KFA. However, the hydraulic model of the water distribution system was utilized to measure minimum pressures in the system during periods of peak demand. During the maximum day EPS analysis, the peak hour demand condition was simulated by setting the highest hourly peaking factor in the diurnal demand pattern equal to the maximum day to peak hour peaking factor. 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. Appendix C contains maps showing the minimum pressure observed in the model under both existing and 2027 peak hour demand conditions. The TCEQ minimum required pressure within a distribution system is 35 pounds per square inch (psi) under all demand conditions. As seen in Appendix C, most of the system is currently meeting that minimum requirement, and all parts of the system exhibit minimum pressures above 35 psi during 2027 modeling. To evaluate the fire suppression capabilities of the water distribution system, a fire flow analysis was conducted under existing maximum day demand conditions, and with the proposed 10-year improvements in place. 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. Appendix C shows the results of
3-13
Water & Wastewater Impact Fee Report City of Buda the fire flow simulations for both the 2017 and 2027 systems. The majority of the water system can provide at least 1,000 gpm, which is a typical residential fire flow demand. Most available fire flows below 1,000 gpm are due 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.
3.6.3
Wastewater System Hydraulic Modeling
The wastewater model along with selected design criteria were used to evaluate the wastewater collection system. Gravity lines were recommended for replacement when the ratio of actual flow depth to the diameter of the pipe (d/D) in modeled conditions was 0.85 or greater. Slopes for new lines are based on the minimum slope requirement for the given pipe diameter set forth by the TCEQ. Proposed lines are sized for replacement of the existing line. The design criteria for lift station pumping is to provide firm pumping capacity to meet 125% of the peak wet weather design flows. TCEQ requires that the lift station be capable of pumping the expected peak flow; however, it is recommended to design for 125% of the peak wet weather design flow. The firm pumping capacity is defined by the TCEQ as the total available lift station pumping capacity with the largest pump out of service.
3.7
Water and Wastewater System Improvements
Proposed water and wastewater system improvement projects were developed based on water demand and wastewater flow projections. A summary of the costs for each of the projects required for the 10year growth period used in the impact fee analysis for both the water and wastewater systems is shown in Table 3-13 and Table 3-14, respectively. Costs listed for the existing projects are based on actual design and construction cost data provided by the City. Detailed cost estimates for the proposed water and wastewater system projects are included in Appendix D and Appendix E, respectively. The costs are in 2017 dollars and include an allowance for engineering, surveying, and contingencies. Cost estimates do not include allowances for right-of-way acquisition. Table 3-13 and Table 3-14 show a 2017 percent utilization as the portion of a project’s capacity required to serve existing development. This portion of the project cost is not impact-fee-eligible. The 2027 percent utilization is the portion of the project’s capacity that will be required to serve the City in 2027. The 2017-2027 percent utilization is the portion of the project’s capacity required to serve development from 2017 to 2027. The portion of a project’s
3-14
Water & Wastewater Impact Fee Report City of Buda total cost that is used to serve development projected to occur from 2017 through 2027 is calculated as the total actual cost multiplied by the 2017-2027 percent utilization. Only this portion of the cost is used in the impact fee analysis. The proposed 10-year water system projects are shown on Figure 3-3. Proposed wastewater projects are shown on Figure 3-4.
3-15
Water & Wastewater Impact Fee Report City of Buda Table 3-13
Water System Impact Fee Eligible Projects Percent Utilization
No.
Description of Project
Existing
2017(1) 2027
20172027
A
Bonita Vista Pump Station Expansion
30%
60%
30%
B
Well #5
40%
80%
40%
$391,219
$156,488
C
Impact Fee Study
0%
100%
100%
$51,925
$51,925
$1,717,404
$590,691
Existing Project Sub-total
Proposed
Costs Based on 2017 Dollars 10-Year Capital (2017Cost 2027) $1,274,260 $382,278
1
FM 1626 12-inch Connector - Elm Grove ES to HCPUA Pump Station
40%
80%
40%
$458,000
$183,200
2
Alliance Regional Water Authority (HCPUA) Phase 1 Pump Station
40%
80%
40%
$2,334,300
$933,720
3
East I-35 Loop 12-inch Water Line
10%
100%
90%
$2,240,800
$1,792,640
4
Old Black Colony Elevated Water Storage Tank
40%
80%
40%
$3,090,700
$1,236,280
5
Old Black Colony Road 12-inch Water Line and Pressure Reducing Valve
0%
35%
35%
$2,607,600
$912,660
6
12-inch Connection from Enchanted Woods Trail to Old Black Colony Road
0%
80%
80%
$271,800
$217,440
7
Cole Springs Road/Jack C. Hays Trail 12-inch Water Line
0%
15%
15%
$2,255,100
$338,265
8
12-inch Loop from Cabela's to I-35
15%
35%
20%
$1,572,600
$314,520
9
12-inch Water Line along Garison Road to West Goforth Street Loop
0%
15%
15%
$2,515,100
$377,265
10 12-inch Water Line near Garlic Creek Pump Station
50%
90%
40%
$62,100
$24,840
11 12-inch West I-35 Loop
0%
30%
30%
$1,299,400
$389,820
12 Garlic Creek Aquifer Storage & Recovery
50%
90%
40%
$4,725,200
$1,890,080
13 12-inch Main Street Water Line
15%
35%
20%
$1,332,000
$266,400
14 ARWA Water Line and Pump Station (Phase 1A and 1B)
0%
70%
70%
$17,938,900
$12,557,230
Proposed Project Sub-total $42,703,600
$21,434,360
Total Capital Improvements Cost $44,421,004
$22,025,051
(1) Utilization in 2017 on proposed projects indicates a non-impact-fee-eligible portion of the project that will be used to address deficiencies within the existing system.
3-16
Water & Wastewater Impact Fee Report City of Buda Table 3-14
Proposed
Existing
No.
Wastewater System Impact Fee Eligible Projects Percent Utilization 20172017(1) 2027 2027 68% 90% 22%
Description of Project A
Garlic Creek Lift Station
B
Impact Fee Study
1
Wastewater Treatment Plant Expansion Meadows at Buda Lift Station Rehabilitation and Expansion 12-inch Sportsplex Sewer Line Upsize. 30-inch Wastewater Line New Nighthawk Lift Station Northeast IH-35 12" Wastewater Interceptor Northwest IH-35 15" Wastewater Interceptor Stonefield Interceptor Replacement Meadow Parks Lift Station Expansion Proposed FM 2001 Lift Station Meadows at Buda Lift Station Expansion and Force Main Overlook Park Lift Station Expansion 8/12-inch FM 967 Wastewater Line Proposed Lift Station West of IH-35 10/12-inch Gravity Line East of Garison Road 8-inch Gravity Line along Garison Road 12-inch Gravity Line to the Bailey Tract 18-inch Gravity Line north of Garlic Creek Lift Station Onion Creek Gravity Line
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
0% 100% 100% Existing Project Sub-total
Costs Based on 2017 Dollars Capital 10-Year Cost (2017-2027) $2,265,423 $506,838 $51,925 $2,317,348
73% $22,887,000 0% 73% 20% $193,000 80% 100% 50% $453,100 40% 90% 68% $1,058,000 7% 75% 25% $2,874,400 20% 45% 85% $582,400 5% 90% 60% $1,239,600 30% 90% 22% $3,230,900 44% 66% 65% $493,100 25% 90% 85% $1,582,200 0% 85% 10% $2,913,300 70% 80% 15% $2,769,800 20% 35% 55% $1,265,900 35% 90% 70% $932,900 0% 70% 15% $1,101,700 0% 15% 10% $596,700 0% 10% 95% $763,500 0% 95% 80% $546,000 0% 80% 35% $3,115,700 0% 35% Proposed Project Sub-total $48,599,200 Total Capital Improvements Cost $50,916,548
$51,925 $558,763 $16,727,422 $38,600 $226,550 $716,957 $718,600 $495,040 $743,760 $721,935 $320,515 $1,341,768 $291,330 $423,900 $696,245 $653,030 $165,255 $59,670 $725,325 $436,800 $1,099,978 $26,602,679 $27,161,441
(1) Utilization in 2017 on proposed projects indicates a non-impact-fee-eligible portion of the project that will be used to address deficiencies within the existing system.
3-17
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8"
8"
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8"
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( ! ! (
8"
T
8"
C
790
( !
2 - 1,245 gpm Pumps
Carpenter Hill LS
Ga
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8
10
810
( !
YD
( !
DR
820
EN
( !
8"
( !
12"
! ( ( !
( ( ! !
8" ( !
MAYBROOK DR
LN
0
V
Force Main
Wastewater Line
Wastewater Treatment Plant
Lift Station
Force Main
Lift Station
Wastewater Treatment Plant
Lift Station
Manhole
12" and Larger Wastewater Line
10" and Smaller Wastewater Line
IA N
CR
P
R
RD
A PL
K
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EE
Created By Freese and Nichols, Inc. Job No.: BUA16634 Location: H:\W_WW_PLANNING\01_DELIVERABLES\06_FINAL_REPORT\(Figure_3-4)-Wastewater_IF_CIP.mxd Updated: Thursday, September 21, 2017 11:50:52 AM
84
0
WWTP
T X
ä
V
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Existing Wastewater System
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Existing Impact Fee Eligible
WWTP
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810
IN D
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LEGEND
76
Proposed Impact Fee Eligible
0
83
0
78
8" ( !
83
Basin (Multiple Colors) S R UN
Buda ETJ Boundary
Buda City Limit
Parcel
2 ft Contour
10 ft Contour
Stream
Railroad
Road
Highway
Force Main
770
TA
A
Austin ETJ Boundary
S
W
Other City Limit
0
PIN OAK DR
County Boundary
( !
6 "
( !
84
C ÷ 6 "
( !
0
( !
! ( ( ! ( !
( ! ! (
! WIL D ( ( ! ( !
T E R HOLW
15"
RD OLD BLACK COLO NY
t an g B
C ÷ 6 "
r a nc
6 "
h
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C ÷
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Mu s
( !
( !
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12 ( " !
( !
( ( ! !
820
( !
8"
( (! !
( !
72 0
Quarry
0
19
75
( 69
BUCK ARO O TRL
( !
( (! !
0
( !
( !
( !
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10
18" !(
( !
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( !
( !
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! ( ( !
( !
( !
U RAC C O O N R
( !
( !
( !
( !
8"
( !
( !
( !
( !
12"
( !
( !
( !
10"
( !
( !
720
740
( !
Garlic Creek LS ( ! ( ! ( ! ( ! ( ! ! ( ( !
( !
(! ! (
( !
( !
18 ( ( !
( !
18"
( !
( !
( !
( !
( ( ! !
( !
( !
( ! ! ( ( ! ( ! ( ! ( !
( !
( !
( !
18" !(
( !
! ( ( !
( !
! ( ( ! ( !
680
730
740
(
19
( !
( !
( ! ! (
( !
( ! ! (
( !
8"
0
( !
8"
760
( !
( !
.
! ( ( !
( !
710
( ! ( ! WWTP
Garison
2 - 15 gpm Pumps
Creek Side LS
( !
( !
( !
4'' F.M. ( !
LIV
HS T
EO A
( !
AS
( !
( !
KS T
( !
(! ! (
( !
V
6"
6"
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N DR
( !
! ( ( !
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PR EC IS IO
( !
( !
8" 8" ( ( !! ( ! REBEL DR
( !
( !
ä
VIA VERONA
( !
V
ä ( !
6"
T
( ( ! !
( !
EL M ST
( ( CH S ! !
PE A
( !
Rich m
( !
( !
WWTP
BUSINESS PARK DR
( !
CEME NT PLANT RD
76
( !
760
( !
( !
Rebel Road
720
( !
! ( ( !
( ( ! 8" !
ä
.M 'F
( !
( !
2 - 7 gpm Pumps
Loop 4 LS
( ! S XIN G BA RT ON
( !
( !
730
640
16 (
63
0
10"
710
15
( ! ! ( ( !
ä
( (! !
680 0
12"
68
63
TR HA AVI YS S C CO O. . 0
0
ä
61 62 0
8"
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r
8"
( !
( !
( ! ! (
( !
( !
!! ( (
( !
( !
H
DA I! (
! ( ( !
( !
( !
( 6" ! ( !
( ( ! !
6"
( !
( !
( !
WINDMILL WAY
(! ! (
T A S! (
( !
( !! (
! ( ( ! ( ! ( !
( !
! ( ( !
( !
! ( ( !
V ä
( !
( ! ( 8" ( ! 8" ( (! ! ! ( ! ( ( ! (! !
( !
( !
$ d " !
( !
( !
( !
( !
CO
( !
( !
( !
! ( ( !
8" ( !
8"! (
( !
( !
!! ( (! (
( !
( !
( !
( !
( !
( !
( !
( !
6"
( !
! ( ( !
! ( ( !
V ( ! ! ( ( !
( !! (
( !
( !
( (! !
L DR
! ( ( ! ( ! ( ! ! ( ( !
( !
( !
( !
( !
( !
( ! ! (
( !
( !
( !
740
B
EL
AS
( !
DR
( ( ! !
8"
( !
( !
( !
( !
! ( ( !
( !
( !
( ! HILLSIDE TER
( !
L
8"
790
( ( ! !
( !
8"
8"
8"
72
0
APPL E BLOSSOM DR
KELLY SMITH LN
South Buda
2 - 100 gpm Pumps
SUFFIELD DR
( !
( !
8"
ST
10"
( !
( !
( ! ( !
( !
( !
( !
8"
( !
! ( ( !
( !
( !
700
!! ( ( ( ! ( !
( !
( !
( !
( !
0
V ä
R
! ( ( !
CO
Z
TR
ER
R
E LN
ON D
R
BL ND
Y
L
E
700
TURN
Meadow Park LS
8"
( !
( !
( !
K
( !
( !
( !
( ! ! (
( !
( !
( ! ! (
CA
! ( ( !
P
A SP
N
N RD
TR
L VD A IL S B
790
730
JACK RABBIT LN
QUARTER AVE
780
BRANDONS WAY H NIS
SL OA
EL N
RU
RS
( !
V ä
0
0
760
800
74
0
DB O
0
L
75
760
760
730
Firm Capacity = 525 gpm
0
Proposed Lift Station
(9
75
TURNE RSVILL E RD
76
74
0
710
1,700
PRAIRIE CIR
670
HOWARD LN
0
75
SH
0
45
E
W
B
ru sh yC
67
0
re e
66
0
70
770
780
SATT ERW HITE RD
WWTP
730
73
690
710
T X
FM 2001
! I
S
10 (
700
SCALE IN FEET
C ¸
720
Existing Capacity = 0.25 MGD
2!(!(- 380 gpm Pumps
( !
( !
C ¸
S SH 45 E EB
FM 1327 RD
Sunfield Wastewater Treatment Plant
10 (
8" F.M.
Green Meadows LS ( !
PLUMB AGO CV
( !
8"
( !
DR CANADA WILD ( !
R K HO
HD R
750
Sunfield
E R S V ILLE R D
14 (
DR
L
$ d " !
AUSTIN
2 - 182 gpm Pumps Expand to Firm Capacity = 675 gpm
RA
V
740
AC
AC
BL
DA
RR
A
LA VE
BE
ä
Green Meadow
KINGS RIDGE DR
W
W
P A SS
A
N
K
PURYE AR RD
FM 2001
. !( 6'' F.M ( ! ( !
RD TOM GREE N SCHO OL
( !
( !
ST
SADDL EBLANKET T RL
78
0
( (! ( ! !
( ! 8''!(F.M . !( !(
( ! ( !
! ( ( ! ( !
( !! (
Dorsett
76
( !
Meadow Park ( !
680
( !
11 (2 (
( !
( !
( !
8"
8"
( (! !
( ( ! !
2 - 660 gpm Pumps Rehabilitation and Expansion Expand to Firm Capacity = 1,600 gpm
Hillside Terrace
( !
! ( LOOP N E RIM ( ! ( ! ( !
TRAV ERTINE TRL
! ( ( !
( !
( !
E G O FOR T H
GLENVIEW LN
( ! ! (
10" ! (
( !
( !
(! ! ( ( !
Night Hawk East
FOSS
15"
( !
TR D( ! IE L ! ( F (! ! (! ( E! ! ( ( ( S T O N! ! (! (
DR
( ! AS T ER
( !
( !
( !
8 ( " !
( !
15"
Stonefield
( ! (! ! (! (
( !
AB
8"
(! ! (
! ( ( ! ! ! ( ( ! ( ( !
15" ( !
(8 AL
( !
( !
Meadows at Buda LS
ä
(! ! (
8"
!! ( (
(
( !
( !
12"
V ! ( ( !
( !
$ d " !
TRADEMA RK DR
E R C IA
8
( !
( !
( ! ! ( ( !
Night Hawk West
S Loop 4 BusIness Park LS
( !
ä
( !
( !
15" ( !
! ( ( ! ( ! ( ! ( !
! ( ( ! ( !
8" R ES T D R( ( ! ! ( F A I R C! ( !
W GOFORTH ST
( !
2 - 400 gpm Pumps
! ( ( ( ! ! ( (! (! !
! ( ( ! ( !
! ( ! ( ( ! ( !
(8" 8" ! ( (! ! ( !
6"
Night Hawk LS!(
8"
Firm Capacity = 4,300 gpm
! ( ! ( ( ( ! ! ( ! ( ! ( !
( ! ! ( ! ( 6" ( ! ( ! ! ( ( ! ( ! ( ! 6" (! ! ( ( ! ( ! (! ( ! ( ! ( !
! ( ( (! !
MM
! ( ( ! ! ( ( ! ( ( ! !
( !
! ( ( !
Dorsett LS
2 - 1,245 gpm Pumps
( ! . M. 18'' F !(
(! ! ( ! ! ( (
( !
ä
( ( ! ! ! ( (! ! ( ! ( ( (! (! !
Stone Field LS ( !
( MT N ! ( ! ( ! ! ( T! ( ! ( ( YM !
8"
( !
( !
! ( ( !
! ( ( !
( !
( ! !! ( (
PA R A D I ( ! ! ( SE
( ! ( ! (! ! (! (
( !
IT UIL TR A N Q! !! ( (( ! ( (( ! !
! ( ( !
( !
( !
8"
( !
! ( ( !
8"
( !
( 8"!! ( ( !
( !
COLD SPG
( ! ( (! ! ( 8"! ! ( ( !
( !
8"
8'' F.M.
( !
( !
( ! ! (
Meadows
Y STRM BLOSS OM VALLE ( ! ( !
710
! ( ( !
( !
( !
TS
!! ( ( ( !
T IN S MA ( !
City Hall LS
( !
( !
REBEL DR
( 6" !! (
( !! (
EAST ST
( ( ( ! !!
( !
Existing Capacity = 1.5 MGD Expand to 3.5 MGD
City of Buda (Downtown) Wastewater Treatment Plant
( !
L
Firm Capacity = 320 gpm
Proposed Lift Station
( V 7 ( 14 (1 ( 12 X T ( 6 V ( 7 V ( $ d " ! (4 5 8 ( ( V
( !
( !
( !
S! (
R D( ! AY
( 6" ! 6" ( ! 6"! ! ( ( 6"( 6" ! ( ! ( !
Y LE
W
K R LO O S O VE MA R K
' 16
( !
V
ä
17 (
Creekside
( H A!
2 - 100 gpm Pumps
710
770
( ( ! ! ! ( ( !
V
ä
( !
( !
( !
( ( ! !
ä !! ( ( ! (
V
( !
10 "
Buda Elm LS
680
( ! Firm Capacity = 4,303 gpm
OYSTE R CRK
( !
( !
( !
LY
Y
P E AR PA SS
WA
Overlook Park LS
( (! (! !
( !
10"
(! ! (! (
( !
( !
( ! ! (
" 18
( !
( !
( !
! ( ( ! ( !
NOPAL LN
( ( ! (! ! (! ( ! ( ! (!
( !
N
ASTER CV
13
STIL L HOL LOW CRK
( !
8"
(! ! (
( !
( ! ( !
8"
! (( !
( !
( !
( !
COLE SPRINGS RD
21"
( ( ! !
( !
8"
( !
Z
( ! 2!(- !(815 gpm Pumps ( ! Expand to !(Firm ( Capacity = 3,425 gpm !
BAYOU BND
( !
( !
( !
( ! ( ( ! !
( !
( !
8" ! 8" 8" ( ( ! ( !
8"
( !
( !
SON WAY GIBER ( !
LA
FOX HOLW
( A (
CLARK BROTHERS DR
12 (
( !
12"
( !
( !
( ! ! ( ( ! (! ! (! (
18 "
8"
Garlic Creek
TU R N S T O
N E DR
DUNLIN DR
( ! (! (! ( ! 8"! (! ( ( ! (! ! ! ( ( ! ! ( ( ( ! ( G! ( ( ! ( ! SP !S ( ! ( AFF R O N ! ( ! (! ! ( ( ! ! ( ! ( ! (! ( (! ! ( ( ! ( ! ( ! ( ! (! ! KED CRK 8" CROO ( ( ! ( ! ( ! (! ! ( CRK ( OYSTE R ! ( ! ( ( ! (! ! ( (! (! ( ! ! ( (! ! ( !
8"
( !
LONG SPUR DR
TOWHEE DR
( !
AC
WILLET DR
DR
VERD IN DR
GS H O R I N( LW S P( ! ( ! ! (! R! ( ! (
( !
18 "
A ( LE!
( !
AT CH
R
720
CA
740
0 74
0 81
( ! ! ( ( ! ( ! 8"! ! ( ! ( ! ( ! ( ( ( ( A ! ! MIDDLE CRK 8" ! ( ! ! ( ( ( ! ( ! (( ! ( ! ! ( ! ( (! ! ( ! WILDHORSE CRK ! ( ! (! ( ! ( ! 8"! ( ! ! ( ( ( ! !( ( ( ! CO ! ( LD (W A !
! (
( !
( ! ! ( ! (
0
ELM GROVE LN
78
Onion Creek
750
(
3
( !
82
800
0
W WAY DR
12" !(
( 8" ! ! 8" (
( 8" ! ( ! ( !
( !
WASTEWATER SYSTEM IMPACT FEE ELIGIBLE CAPITAL IMPROVEMENTS PLAN
790
CITY OF BUDA
FIGURE 3-4
7
0
C ÷
HAYS
The utility alignment shown on this figure are for illustration purposes only and do not set the alignment. The alignment will be determined at the time of engineering design of the utility.
RR 967
OA
810
ND
0
83
840
84
0
86
87
8"
8"
0
83
870
860
880
0
84
830
ELLIOT T RANCH RD
0
85
0
0
83
0
85
ARM ADILLO TRC E
8" WILEY WAY BRIDGE S LN
8"
0
80
8"
IT R U N
RA BB
C
8"
8"
8"
6'' F.M.
780
8"
35
S IH
0 82
S
8"
0
77
82
80
76
710
8"
670
N
730
750
O A K W OOD D R
750
JERRYS LN
EJ O
CO N
710
HARPER VILLAGE RD HAYS YOUTH DR
710
800
730
8"
K PR I C
10"
8"
6" 760
860
R
D
PL E
A
M
770
LA M
R
0
83
0 78
0 72
0
0 70
8"
20'' F.M. 6" 670
6" U
6"
0
69
18"
12" 6"
4" F.M.
S
8"
710
8"
ST
N CEDAR ST
6"
T IN S AU S T
20''
8" 8"
8"
BL
660
700
0 70 690
30"
10"
F.M.
6"
A IN
SM
4'' F.M.
6"
6" SUN BONNET DR
HOT SPRING VLY
LA JOLLA ST
8"
TOBIN DR
6"
REYNA LN
FF ST
710
8" 8"
KATES CV
8" GA RIS ON R D
8" 760
0 76
6"
8"
770
LAS CRUCES ST
DISTRIBU TION CV
N
IH 3 5F R
IH 3 5F R
6" 750
8"
BELL LN
8"
SB
760
8"
770
750
8"
15"
750
NB EX IT 22 0
8"
BONITA VISTA DR 760
8"
780
8"
ST O
A nd r e ws B r a nc h
0
FM 2001
8"
8"
22 0
"
12
8"
C E FI R
EX IT
770
8"
"
15
8"
76
O MO
700
DR R KE C RA
680
8"
680
SA N
OL D
RD
IO ON AN T
OLD SAN ANTONIO RD
35 S IH
35 NB 690
35 SB S IH 0
73
74 0
0 75
0 70
0 71
S VR DN B 710
S VR DS B 670 680
0 73
750
TR
680
890
TWIS TED OAKS LN
8"
ch
B ra n Bunt on
T
760
IE
77
AR
ND R
M
Y
8"
RO
ch 700
MA R
HE
an
EE K
8"
CR
FOUST D R
DOW
REGINA DR
SHA
690
S IH
D
740
740
N
DACY LN
BL V
12'' F.M. 8"
8"
WO
12"
OK
8"
RO
0
8"
W
740
8"
L RD
8"
8"
HIL
76
73
L
IND Y
S FM 1626
TR
770
770
S T DR
0
RE OA K F O
74
CV
720
LN EY L
COUNTRY FOLKS LN
T ES
0
VE
76
DO
0
G
DODG EN TRL
78
DODG EN WAY
8" K E LL
8"
660
LE LN
8" 8" W
8"
640
N M OU R N I
LN
8" DR
8"
S LOOP 4
NE
T RL
BLACKBIRD LN
MO NTVA
ON GT IN
8" C AT
8"
8'' F.M.
D BL V
TO
ER
KL
RO
M I LL CANY ON WREN DR PINAFORE ST
HT
S IL
SP
DR
IL
CT
" 18 8"
6" IG SL
JA TOR I
67
3,400
H
DR S C EDAR S T
RO RT BE
0 75
G
N FM 1626 GARLIC CREEK DR
6"
6'' F.M.
0
LL IN
SOUT HERN DR
8" MANDAN ST
OLD GOFORTH RD 75
8"
750
EE
N
N GR O V E L N 0
SEQUO YAH ST
OLD WEST TRL 760
R PEBBLE C
U
TO 77
ARIKARA ST
D
8"
E
R
LE HIP P ASS
6"
R
8" W IL D F I R
L
LEISU RE W O O DS B UL LW
15"
15"
PA S
8"
730 720
AI
OXBO W TRL
8"
15"
15"
ER S
CALL E ALTA RD
730
Q U
R PI NE SIS KI N D CORNELIA TRIMBLE WAY
6"
6"
V O
W
T
650
850
REMU DA TRL
8"
8"
8"
750
E VI
Z
630
FIRE FLY CV
MAGNOLIA CV
"
CA
ND
AZ
680
R
0
A PP
T 650
690
PO
Z T MA
B
D
RD LIT TL E BEAR
TR E E
OP
F.M. 18''
BRADF IELD DR
DR 0
k LS
820
K CV LAUR EL CV
8" 6"
18
12"
Y 0
0
N
DOVE DR
6"
12"
8"
ND 73
U
86
H OA 90
6'' F.M.
DA
0
R
880
UT
Y 760
74
L
640
750
AI
6 660
0 74
Q U
660
690
CV N
S H LN
JACK C HAYS TRL
0
Water & Wastewater Impact Fee Report City of Buda
4.0 IMPACT FEE ANALYSIS The current impact fee ordinance was adopted in October of 2010. This ordinance set the water impact fee for a single-family meter at $2,187 and the wastewater impact fee for a single-family meter at $2,531 for a combined maximum impact fee of $4,718. This project is an update to the 2010 ordinance. The impact fee analysis involves determining the utilization of existing and proposed projects required as defined by the capital improvement plan to serve new development over the next 10-year period. For existing or proposed projects, the impact fee is calculated as a percentage of the total project cost, based upon the percentage of the project’s capacity required to serve development projected to occur between 2017 and 2027. Capacity serving existing development and development projected for more than 10 years in the future cannot be charged to impact fees.
4.1
Service Units
According to Chapter 395 of the Texas Local Government Code, the maximum impact fee may not exceed the amount determined by dividing the cost of capital improvements required by the total number of service units attributed to new development during the impact fee eligibility period. A water service unit is defined as the service equivalent to a water only connection or a water/wastewater connection for a single-family residence. A wastewater service unit is defined as the service unit equivalent to a water/wastewater connection for a single-family residence. The service associated with public, commercial, and industrial connections is converted into service units based upon the capacity of the meter used to provide service. The number of service units required to represent each meter size is based on the safe maximum operating capacity of the appropriate meter type. American Water Works Association (AWWA) standards C700 (Cold Water Meters – Displacement Type, Bronze Main Case) and C702 (Cold Water Meters – Compound Type) were used to determine the safe maximum operating capacity, as these meter types represent those in place and stocked by the City. The service unit equivalent for each meter size used by the City is listed in Table 4-1.
4-1
Water & Wastewater Impact Fee Report City of Buda Table 4-1
Meter Size 3/4" or 5/8" 1" 1 1/2" 2" 3" 4" 6" 8" 10" 12" (1)
Service Unit Equivalencies
Safe Maximum Operating Capacity (gpm)(1) 25 40 50 160 320 500 1,400 2,400 3,800 5,000
Service Unit Equivalent 1.0 1.6 2.0 6.4 12.8 20.0 56.0 96.0 152.0 200.0
Safe maximum operating capacity is based on AWWA standards C700 and C702.
Typically, in Buda, single-family residences are served with 3/4-inch water meters. Larger meters represent public, commercial, and industrial water use. Other water purveyors in areas which the City serves wastewater but not water do use water meters as small as 5/8-inch. Even though these meters are smaller than the smallest meter the City currently allows, it is the opinion of City staff that 5/8-inch water meters should be treated the same as 3/4-inch meters. Therefore, they were assigned a service unit equivalency of 1.0. The City provided data that included the meter size of each active water meter in their water service area as of May 2017. Monarch Utilities and South Buda WCID #1 also provided meter sizes for all water meters that fall within the City of Buda wastewater service area. Although the service unit equivalencies are shown for 10-inch and 12-inch meters in Table 4-1, no developments requiring meters of that size are projected in the next ten years. Tables 4-2 and 4-3 show the water and wastewater service units for 2017 and the projected service units for 2027.
4-2
Water & Wastewater Impact Fee Report City of Buda Table 4-2 Meter Size 5/8” 3/4” 1” 1-1/2” 2” 3” 4” 6” 8” Total
2017 Connections(1) 0 4,240 60 48 21 4 3 1 3 4,380
Water Service Units
2017 Service Units 0 4,240 97 95 136 51 60 56 288 5,023
2027 Connections 0 8,013 114 90 40 8 6 2 6 8,278
2027 Service Units 0 8,013 183 180 256 97 113 106 544 9,493
Growth in Service Units 0 3,773 86 85 121 46 53 50 256 4,470
(1) 2017 Number of Connections from Water Meter Billing Data (active accounts minus fire hydrants).
Table 4-3 Meter Size 5/8" 3/4" 1" 1 1/2" 2" 3" 4" 6" 8" Total
2017 Connections(1) 852 4,494 98 52 30 4 4 1 4 5,538
Wastewater Service Units
2017 Service Units 852 4,494 157 103 191 51 80 56 384 6,368
2027 Connections 1,606 8,472 185 97 56 8 8 2 8 10,441
2027 Service Units 1,606 8,472 295 195 361 97 151 106 724 12,006
Growth in Service Units 754 3,979 139 91 169 45 71 50 340 5,638
(1) 2017 Number of Connections from City Water Meter Billing Data plus data from WCID #1 and Monarch.
4.2
Maximum Impact Fee Calculations
Texas Government Code Chapter 395 outlines the procedures and requirements for calculating maximum allowable impact fees to recover costs associated with capital improvement projects needed due to growth over a 10-year period. Chapter 395 also requires a plan that addresses possible duplication of payments for capital improvements. This plan can either provide a credit for the portion of revenues generated by new development that is used for the payment of eligible improvements, including payment of debt, or reduce the total eligible project costs by 50 percent. The City of Buda has selected to utilize the reduction of the total eligible project costs by 50 percent to determine the maximum allowable impact fees.
4-3
Water & Wastewater Impact Fee Report City of Buda Chapter 395 of the Texas Local Government Code states that the maximum impact fee may not exceed the amount determined by dividing the cost of capital improvements required by the total number of service units attributed to new development during the impact fee eligibility period less the credit to account for water and wastewater revenues used to finance capital improvement plans. The total projected costs include the projected capital improvement costs to serve 10-year development, the projected finance cost for the capital improvements, and the consultant cost for preparing and updating the Capital Improvements Plan. A 3.85% interest rate was used to calculate financing costs.
Tables 4-4 and 4-5 display a summary of the maximum allowable impact fee
calculations for water and wastewater, respectively. A comparison graph showing impact fees in other nearby cities is presented on Figure 4-1. Table 4-4
Maximum Water Impact Fee Calculation Water Impact Fee Total Eligible Capital Improvement Costs Total Eligible Financing Costs Total Eligible Impact Fee Costs Growth in Service Units
$22,025,051 $10,110,217 $32,135,268 4,470
Maximum Water Impact Fee per Service Unit(1)
$7,189
Impact Fee Credit per Service Unit(2)
$3,595
(3)
$3,595
Maximum Allowable Water Impact Fee
(1) Total eligible costs divided by the growth in service units. (2) Credit is 50% of maximum water impact fee per service unit. (3) Maximum allowable water impact fee is maximum water impact fee minus the impact fee credit per service unit.
Table 4-5
Maximum Wastewater Impact Fee Calculation Wastewater Impact Fee Total Eligible Capital Improvement Costs Total Eligible Financing Costs Total Eligible Impact Fee Costs Growth in Service Units
$27,161,441 $12,467,988 $39,629,430 5,638
Maximum Water Impact Fee per Service Unit(1)
$7,029
(2)
$3,515
Maximum Allowable Wastewater Impact Fee(3)
$3,515
Impact Fee Credit per Service Unit
(1) Total eligible costs divided by the growth in service units. (2) Credit is 50% of maximum wastewater impact fee per service unit. (3) Maximum allowable wastewater impact fee is maximum wastewater impact fee minus the impact fee credit per service unit.
4-4
Water & Wastewater Impact Fee Report City of Buda Figure 4-1
Water and Wastewater Impact Fee per Service Unit Comparison
4-5
Water & Wastewater Impact Fee Report City of Buda
Appendix A Connections by Planning Area
Table A-1
Water Service Area Growth Projections
Area #
Acres
2017(1)
2022
2027
Buildout
1 2 3
293 150 21
0 0 0
0 0 9
0 0 9
33 33 9
4
186
0
0
79
79
5
304
0
200
700
900
6
335
0
300
400
400
7 8 9
238 296 105
0 0 0
0 107 150
0 107 257
0 107 257
10
19
0
90
104
104
11 12 13 14 15 16 17 18 19 20 21 22
30 8 6 119 124 356 323 2 23 2 84 91
0 0 0 0 0 0 23 0 0 2 84 0
90 0 0 20 0 0 46 0 90 2 294 250
108 44 0 120 40 50 90 0 113 2 297 258
108 44 1 400 450 965 90 0 113 2 297 258
23 24
66 678
0 0
0 0
50 20
250 816
25 26
120 503
0 0
152 90
310 240
310 2,008
27
49
0
60
160
200
28 29 30 31 32 33 34 35
3 11 63 25 19 53 77 136
0 30 0 4 0 0 0 0
0 73 0 8 0 100 0 0
0 73 120 8 74 208 0 0
0 73 620 8 74 208 0 13
36
117
0
0
0
5
Quarry
-
0
0
0
1,500
Total 5,035 143 2,131 4,041 (1) Does not include 4,237 existing connections
A-1
10,735
Table A-2
Wastewater Service Area Growth Projections
Area # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46(2) 47(2) 48 49 50 51 52 53 54 55 56 57 58
Acres 293 150 21 186 304 335 238 296 105 19 30 8 6 119 124 356 323 2 23 2 84 91 66 678 120 503 49 3 11 63 25 19 53 77 136 117 635 39 23 151 38 31 91 131 195 89 225 28 22 266 71 79 108 29 120 35 30 133
2017(1) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 0 0 2 84 0 0 0 0 0 0 0 30 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2022 0 0 9 0 200 300 0 107 150 90 90 0 0 20 0 0 46 0 90 2 294 250 0 0 152 90 60 0 73 0 8 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 63 0 0 0 0 0 80 0 0 0 0
2027 0 0 9 79 700 400 0 107 257 104 108 44 0 120 40 50 90 0 113 2 297 258 50 20 310 240 160 0 73 120 8 74 208 0 0 0 0 0 0 0 0 0 50 0 0 0 95 127 103 93 0 0 376 161 0 0 0 0
Buildout 33 33 9 79 900 400 0 107 257 104 108 44 1 400 450 965 90 0 113 2 297 258 250 816 310 2,008 200 0 73 620 8 74 208 0 13 5 0 0 0 116 56 40 243 80 119 55 95 127 103 186 44 48 376 161 74 35 19 82
Quarry
-
0
0
0
1,500
Total 7,602 143 2,274 5,046 12,794 (1) Does not include 5,395 existing connections. (2) Areas 46 and 47 fall within the South Buda WCID #1 water service area.
A-2
Water & Wastewater Impact Fee Report City of Buda
Appendix B Pressure Testing and Water Model Validation
AD R
DR
R
ED
BL
DR
MYSTIC DR
DO
YO
RO
AR
I NO
10" and Larger Water Line
County Line
PURYE AR RD
35 SB S IH
DS B 35 S VR S IH 35 NB S IH
NB SI
RD TO NI O
NB
AN
22 3
SA N
EX IT
OL D
6"
8" 8"
T RL
6"
6"
8"
O DR R KE C RA C E FI R
NB
ROCHA DR
EX IT 22 0
FM 2001
6"
12"
6" 6"
IH 3 5F R
PLUMB AGO CV
L TR NE DS TO SAN
REGINA DR
SUSAN DR
LOVE DR
DENISE ELLEN DR
MARY ST
SS D R
N SL
TRAV ERTINE TRL
FEA T HE R GRA
IH 3 5F R
CANA DA WILD DR
FIREBUSH WAY
OX DR
CALL E ALTA RD
OLD WEST TRL
KN
k
DR
LE D R
r ee
LIVONIA DR
6"
6"
6"
6"
8"
16" 16"
IS
CH
6" 6" 6"
yC
L
us h
TOR I
N
DR
TR
D
6"
R
TR L
RL
HOT SPRING VLY
DE
LN
ZZ
S
SUN BONNET DR
8"
HO LM
GA RIS ON R D
6"
6"
12"
6"
MO
6"
8"
12"
12 "
H3 5S VR D
e ek
8"
12"
12"
8" 8"
4"
AT
ON
ER
A
C
PA
M
S
Br
NAND INA DR
ER
ET
HOFFM AN DR
ZZ
BL
ND
CIR C
SUFFIE LD DR
an
d Br
SP
ON
U IL
Y
FM 2001
RD TOM GREE N SCHO OL
JA
L L O MITE DR
N
T
S
RR
LA VE
DACY LN
TR A N Q
M
BE
GREEN M EA D O W ST
TR
DO
Rich m on
I
TY
MT
I D DR
IL
D
COLD SPG SE
W
S
B LV
NE FIELD
RA
VI E
ion
D
HT
ST O
M BLOSSOM VALLE Y STR
PA R A D I
EP
FOSS
HILLSIDE TER CEME NT PLANT RD
OLD GOFORTH RD
IG SL RT
$ d " !
CT
W
DR
Bonita Vista Pump Station 0.25 MG GBRA Ground Storage Tank 0.50 MG Standpipe Overflow Elevation = 863' 3 -350 gpm Pumps
A
DR
H RD OL D GO FORT
BE
S LOOP 4
CE
TR
N
PA
R
GLENVIEW LN
RO
JACK C HAYS TRL
ER
R ELI ANCE
I NT
S FM 1626
M OM
GE NE STA
CLAUDIA DR
PR
W ( ! [ [ Ú Ú T U (#
S
ER
6"
Modeled: 49-52 psi Observed: 45-47 psi
! (
PO
V O
6"
12"
PINAFORE ST
On
S E G O FORT H
T
W
L
DR
DR
12"
12"
N
TR
Y
LA S
ER LK A
ND
BE
CA
6"
8"
8"
U T (#
DA
6"
6"
XI S
1.0 MG Elevated Storage Tank Overflow Elevation = 863'
8"
6"
ARIKARA ST
6"
GBRA Delivery Point 1,041 gpm
r a nch
16"
PR #2
6"
Well #3 425 gpm
C
M
6"
! (
Cabela's
6"
6"
6"
WINDMILL WAY
N DR
6"
MAIN ST
PR
8"
$ d " !
16"
12"
8"
N
12"
8" 8"
8"
12"
n u s ta g B
6"
PR #3
Modeled: 57-63 psi Observed: 60-63 psi
6"
PR EC IS IO
6"
8"
6"
6"
8"
6"
6"
8"
PR
! (
0.10 MG Elevated Storage Tank Overflow Elevation = 863'
6"
8"
6"
W ! ( [ Ú T U
U T (#
South Loop 4
8"
6"
6"
6"
6" 6"
EY L
A
r e ek
( !
6"
K E LL
D
S XIN G BA RT ON
6"
W
6"
Main Street Pump Station 0.13 MG Ground Storage Tank 1 - 800 gpm Pump 1 - 600 gpm Pump
8"
8"
2"
2" 8"
8"
8"
8"
8"
8"
6"
Well #2 350 gpm
6"
8"
12"
8"
6"
K P R IC
8"
8"
SV ILL E RD
16"
8"
PR #4
Modeled: 38-55 psi Observed: 46-56 psi
8"
" 12
HARPER VILLAGE RD
PR
Well #1 350 gpm
COLE SPRI NGS RD
R
8"
PR #1
! (
TU RN ER
Modeled: 67-70 psi Observed: 66-71 psi
12"
12"
8"
8" 8"
8"
8"
8" 8"
12"
8"
12" 12" BRIDGE S LN
8"
8"
8"
8"
8"
6"
8"
12"
8"
8"
8"
8" OLD BLACK COLONY RD
12"
12"
8"
8"
12"
PR
! (
$ d " !
8"
6"
8"
Modeled: 53-54 psi Observed: 51-55 psi
PR #5
8"
8"
8"
8"
8"
12"
Cr
TR HA AVI YS S C CO O. .
Modeled: 75-76 psi Observed: 76-77 psi
8"
6"
8"
8"
8"
8"
8"
PR #7
! (
PR
! (
12"
12 "
BAYOU BND
8"
W ( ! U T [ [ Ú Ú
12"
12"
12"
PR
Well #5
8"
Garlic Creek
12"
6"
12"
8"
12"
8"
8"
8"
12"
8"
Modeled: 69-71 psi Observed: 72-75 psi
0.25 MG Ground Storage Tank 2 - 500 gpm Pumps
8"
8"
8"
8"
8"
8"
PR #6
ic ar l
6"
8"
12"
G
12"
RR 967
8"
PR #8
8" 8"
12"
0.75 MG Elevated Storage Tank 0.10 MG Standpipe Overflow Elevation = 1,000'
8"
8"
8"
Beacon Hill
8"
8"
Modeled: 89-95 psi Observed: 92-101 psi
8"
8"
LAUR EL CV
G R O V E LN
! (
" 12
8" 8"
PR
8"
12"
" 12
Y
S P E AR PAS
ASTER CV
12"
12" " 12
DOVE DR
CT
W ( ! T U [ Ú
LY
NOPAL LN
LN ELM GR OVE
Well #4 125 gpm
WA
MAGNOLIA CV
MAYBROOK DR
N
N
P
T
KI
TO
C
CANY ON WREN DR
LO W
K O
REMU DA TRL
LN
HO L
B
O
PI N E S I S
LONG SPUR DR
DR
U RAC C O O N R
OXBO W TRL
ON GT IN
OA K
AY
R
U R EWOODS DR
LL
LN
LE I S
T NC
SOUT HERN DR
TO MI
YD EN
TOWHEE DR
8"
JERRYS LN
RD VE
RO
G K
Other City Limit
K CV
LE
LE LN
DR
TR E E
A
8" and Smaller Water Line
FOX HOLW
NE DR
VERD IN DR
0.06 Ground Storage Tank 2 - 200 gpm Pumps
U T (#(#
Buda ETJ Boundary
D ONIO N CR EE K R
OA
T U R NST O
A PP
MO NTVA
DODG EN WAY
W WAY DR
Dhalstrom Pump Station
12"
GREEN MEADOW DR
WILLET DR
M
12"
BLACKWELL DR
Buda City Limit
Y
DUNLIN DR
12"
LA Z
FIRE FLY CV
BUCK ARO O TRL
DR
EN C
R OP
A R
R
SH R I K ED R
CA
EK P ARK
PANDA LN
E DR
MC
16 26 FM N
D S
AK O Y UNT R
CO
H
CH
Well
RANGER DR
OLD SAN ANTONIO RD
A
UT
AT
W ! (
TURLEY DR
VINYARD DR
AR
Elevated Storage Tank
Parcel BEN MILA M DR
N
U T (#
SHAW NEE DR
C
K W OOD DR
HORSETHIEF TRL
EA SLE Y DR
G
DR
StreamFIELD DR
W HI TET A IL D R
Ground Storage Tank
T U
SHADY ACRES DR
PHEA SANT RUN
AVOCET DR W
Railroad
Standpipe
(#
SMOKEY ROCK LN DARRYL DR
WA X
IN
SCENIC OAK TRL
HARD IN LOOP
DR
TAYLOR DR
O
VAIL LN
Road
N DR
ALGE RITA TER
ER
YO AN
EAR
WILD TUR KEY DR
DE
CRYSTAL CREEK DR
K IL
ELLIOT T RANCH RD
O
Pump Station
RIPPLE ROCK LN
EAGL E NEST DR
D
RD
PH
VIR E
OA
[ Ú LAKEWOO D DR
AL
KS
HAYS
TH PA
PR
LEWIS LN
N N ON L OO P
TANG LEWOOD TRL
LIVE OAK LN
ZA
CH
S
REDB UD TRL
RD L I T TLE BEAR
R
KI
! (
Proposed Pressure C B Recorder RD SECTION HOU SE
COUNTRY LN
ee k
VIENTO DEL SUR
ea L ittl e B
k r Cr e e
V I S TA D R
YO
WY
EE
H
PK
CR
NC
A R RO
C IA
LEGEND
R
M A RA
Bear C r
ESTA N
TW IN
AD
PAL
CRE
DR
L
L OL
LA
RD
TWIN
OLIVERS WAY
BOB JOHNSON RD
R TAIL
SC IS S O
LOWDEN LN
TR
Low Pressure Zone
DR
TWIN CRE EK DR
EXISTING WATER SYSTEM MODEL VALIDATION E
Middle Pressure Zone
L L EY
KS C IR
High Pressure Zone
TRL
CH
G BI
VA
CITY OF BUDA C RE E
EN
D
TU NN EL
TO
RP
R
HICK ORY RIDGE RD
LE
CA
R TE
FM
W
26 16
FIGURE B-1
PRESSURE PLANE
RD
ST MI
CARDINA L DR
LN
AR
LEAN NA OAKS LOOP
BLACK BE A R
TW IN
SP IL L
DOVE DR
IS S
R
HAWK DR
BL
B L ISS SPILL AR R D
D B L I S S SPILL A R R
D
BLUEBIR D DR
D
ALAN S WAY
CHAPARR AL RD
QUAIL RD
OL
SWALLO W DR
HUMMINGBIRD RD
D
R
R D PL E A M
PO
Created By Freese and Nichols, Inc. Job No.: BUA16634 Location: H:\W_WW_PLANNING\01_DELIVERABLES\06_FINAL_REPORT\(Figure_B-1)-Existing_Water_System_Model_Validation.mxd Updated: Thursday, September 21, 2017 11:46:44 AM
EE K CR
JACK RABBIT LN
DOW SHA
ch
ND R
KINGS RIDGE DR S PA N ISH T R A
IL S
D AR
O
KELLY SMITH LN
BRANDONS WAY
BL
CO A
AC
CH
K
CA
DR
BL
KH
PR
VD
OR
SL
UN
SE
L N
R SCALE IN FEET A PL
PIN OAK DR
KYLE
$ d " !
Bra n
on B Bunt
3,400
BUSINESS PARK DR
HE R
1,700
QUARTER AVE
ew s
RD
E DR
S H LN
K
IN T ER S T AT
MA R
EE
Y
CR
! I
A
A n dr
T
0
IA N
W
ra n c h
IE
IN D
S
VD
CO
AR
TA
APPL E BLOSSOM DR FOUST DR
M
INDUSTRIAL WAY DR
BL
HAYS YOUTH DR
R UN
NE J
O
ch
S
OA
N RD
Figure B-2 City of Buda Combined Pressure Recorder Data
105
#8 95
Pressure (psi)
85
#5 75
#6
#1 65 #3
55
#7 #4
#2 45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
03/24/17
03/25/17
03/26/17
PR #6
PR #7
PR #8
Date PR #1
PR #2
PR #3
PR #4
B-2
PR #5
03/27/17
03/28/17
Figure B-3 City of Buda Pressure Recorder #1 Car Wash on North Main. St. 105
95
Pressure (psi)
85
75
65
55
45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
Date
B-3
03/24/17
03/25/17
03/26/17
03/27/17
03/28/17
Figure B-4 City of Buda Pressure Recorder #2 510 Bonita Vista 105
95
Pressure (psi)
85
75
65
55
45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
Date
B-4
03/24/17
03/25/17
03/26/17
03/27/17
03/28/17
Figure B-5 City of Buda Pressure Recorder #3 100 Houston St. 105
95
Pressure (psi)
85
75
65
55
45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
Date
B-5
03/24/17
03/25/17
03/26/17
03/27/17
03/28/17
Figure B-6 City of Buda Pressure Recorder #4 FM 973 West of White Oak Dr. 105
95
Pressure (psi)
85
75
65
55
45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
Date
B-6
03/24/17
03/25/17
03/26/17
03/27/17
03/28/17
Figure B-7 City of Buda Pressure Recorder #5 100 McKenna Cove 105
95
Pressure (psi)
85
75
65
55
45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
Date
B-7
03/24/17
03/25/17
03/26/17
03/27/17
03/28/17
Figure B-8 City of Buda Pressure Recorder #6 1012 Heep Run 105
95
Pressure (psi)
85
75
65
55
45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
Date
B-8
03/24/17
03/25/17
03/26/17
03/27/17
03/28/17
Figure B-9 City of Buda Pressure Recorder #7 Cold Water Hollow, South of Ghost Creek 105
95
Pressure (psi)
85
75
65
55
45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
Date
B-9
03/24/17
03/25/17
03/26/17
03/27/17
03/28/17
Figure B-10 City of Buda Pressure Recorder #8 FM 967, Dahlstrom Middle School 105
95
Pressure (psi)
85
75
65
55
45 03/17/17
03/18/17
03/19/17
03/20/17
03/21/17
03/22/17
03/23/17
Date
B-10
03/24/17
03/25/17
03/26/17
03/27/17
03/28/17
Water & Wastewater Impact Fee Report City of Buda
Appendix C Minimum Pressure and Available Fire Flow Maps
V IS TA D R
YO A R RO
DR
MYSTIC DR
35 SB S IH 35 NB S IH FIRE CRACKER DR
HO IS
H C
16"
TOBIN DR
6"
6"
ROCHA DR
FM 2001
IH 3 5F R
IH 3 5F R
M
16"
MENDOZA LN
BELL LN
12"
6"
LA JOLLA ST
6"
LAS CRUCES ST
BONITA VISTA DR
6"
SUN BONNET DR
6"
12"
12"
n On io
8"
T RL
LM
GA RIS ON R D N CEDAR ST
6"
6"
FS T
UF
6"
M
TE D R
nch Bra
APPL E BLOSSOM DR
QUARTER AVE
BLACK FOR EST RD
JACK RABBIT LN
BRANDONS WAY
BUSINESS PARK DR
ND R
KINGS RIDGE DR
LE EA G ERT D DE S LV SB AIL R HUNTER CREEK T S P AN I SH CV
RO
DA
HE
KELLY SMITH LN
T IN AVE
B r an
WINDY HILL RD
ch
BELI NDA LN
AR
nd
OD LOOP
M
mo
AM B E RW O
0
E
CA
DR
P
OA
RU
N RD
N
SHAD OW CRE EK BLVD
R
PL
H
K
RS
! I
KYLE XING
Middle Pressure Zone
AC
AC
HO
SL
LN
CO
RK
E
BL
PRESSURE ZONES High Pressure Zone
REGINA DR
HOFFM AN DR
SUFFIE LD DR
INDUSTRIAL WAY DR IN TER S T A
SUSAN DR
LOVE DR
OX DR KN
$ d " !
ws
Y
A n d re
IT
DENISE ELLEN DR
IL
CIR C
TR A N Q U
MARY ST
T
N
HOT SPRING VLY HAYS YOUTH DR
SE MT N
LE D R
R XI S
DR
8" 8" 8"
8"
8"
FIREBUSH WAY
GRASS DR
OS
FEA T H E R
NEJ
k
CALL E ALTA RD
N SL
CO
T
OLD WEST TRL
ND R
D
Z
R
PE C A
AZ
S
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CV
SP
KYLE County Boundary
COLD SPG
Low Pressure Zone Created By Freese and Nichols, Inc. Job No.: BUA16634 Location: H:\W_WW_PLANNING\01_DELIVERABLES\06_FINAL_REPORT\(Figure_C-1)-2017_Minimum_Pressure.mxd Updated: Thursday, September 21, 2017 12:11:32 PM
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SAND STONE TRL
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8"
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Cabela's
0.25 MG GBRA Ground Storage Tank 0.50 MG Standpipe Overflow Elevation = 863' 3 - 350 gpm Pumps
! ( ! ( ( W! ( ! ! ( [ [ T U
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CITY OF BUDA R UN
$ d " !
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6"
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12"
12"
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8"
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6"
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12"
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Bonita Vista Pump Station
! (
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LEGEND
16"
F IEL D D R
8"
6"
N
CASA LOM A ST
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FIGURE C-1
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12"
12"
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0.06 Ground Storage Tank 2 - 200 gpm Pumps
LL
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Dhalstrom Pump Station
C L OV E RL E A F
WA
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MAYBROOK DR
RU
P
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D
R
N
TO
C
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B
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M
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DR DUNLIN DR
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LIVE OAK CT
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PO
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KYLE County Boundary
COLD SPG
Low Pressure Zone Created By Freese and Nichols, Inc. Job No.: BUA16634 Location: H:\W_WW_PLANNING\01_DELIVERABLES\06_FINAL_REPORT\(Figure_C-2)-2027_Minimum_Pressure.mxd Updated: Thursday, September 21, 2017 12:14:36 PM
N E F IE L D
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2027 WATER SYSTEM MINIMUM PRESSURE Well
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GBRA Delivery Point 1,041 gpm
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8" ! ! ( ( ! ( ! ( ! (
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12"
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P ST W LO O
12"
8"
LCRA Supply Connection
12"
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6"
12 "
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12"
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0.25 MG Ground Storage Tank ! ( 2 - 500 gpm Pumps
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( ! (! ! (8" ! ( ! ! (! ( ! ( ( ( ! ( 12" ( ! ( ! ( ! 8" ! ! ( ! ( ! ( ( ! ! ( ! ( CLARK BROTHERS DR ! ( ! ( ! ( ( ! ( ! ( CA R R I ! ( ! ( ! ( WAY ! N ( BOTANA! 8" ! ( ! ( ! ( ( ! ! ( ! ( ! ( ! ( RUN 8" 8" ! (! ! (HEEP ! ( ! ( ! ( ( ! (! ( ! ( ! ( " ! 8" ! 8 ( 8" " " ( S 8 ! 8( ! ( DR ! ( ! ( ! ( ! ( ( ! (! ! ( ! ( Station Bypass Pump 8"
12" ! (
12"
! (
12"
! (
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12"
8"
12"
! (
12"
Dahlstrom Ranch ASR Pilot Study
$ d " !
V
POPPY CV
R
( ! T U [ Ú
ELM GROVE LN
C
Y
MAGNOLIA CV
W
Well #4 125 gpm
12"
! (
! (
K CV
0.06 Ground Storage Tank 2 - 200 gpm Pumps
LL
G RO V E LN
Dhalstrom Pump Station
OA
MAYBROOK DR
C L OV E RL E A F
WA
A P RICKLY P E
T
RU
P
C
D
R
N
TO
B
K O
CANY ON WREN DR
AY
O
PIN E SI S
K IN
RA C C O O N
OXBO W TRL
LONG SPUR DR
LN
M
R
TR E E
TOWHEE DR
R U RE WOOD S D
ON GT IN
LN
L E IS
T
SOUT HERN DR
NC LL
N
REMU DA TRL
TO MI
DE
FOX HOLW
NE DR
VERD IN DR
LE
LE LN
DR Y
DEWBERRY CV
WILLET DR
TU R N S T O
PURYE AR RD
Z Y
R N CIR BIT T E
A PP
MO NTVA
DODG EN WAY
O
LA
FIRE FLY CV
BUCK ARO O TRL
DR DUNLIN DR
W WAY DR
K DR
GREEN MEADOW DR
RANGER DR
LANTANA TRL
RA
EN C
E DR
A R
S
AK O RY UNT
CO
FM N
A
H
ELLIOT T RANCH RD
OLD SAN ANTONIO RD
AC
VINYARD DR
UT
AT CH
O NIO N C R EE
BLACKWELL DR
BEN MILA M DR
N
AR
SHAW NEE DR
C
SHADY ACRES DR
DR
K W O OD DR
EA SLE Y DR
LAURE L PATH PHEA SANT RUN
EDGEWOOD DR
AVOCET DR XW
DARRYL DR
WA
TURLEY DR
SMOKEY ROCK LN
G IN
SCENIC OAK TRL
HARD IN LOOP
DR
TAYLOR DR
O
VAIL LN
FIELD DR
HORSETHIEF TRL
WILD TUR KEY DR
E DE
TWIN CREEKS RD
ALGE RITA TER
D
R
N DR
W H ITET A IL D R
RIPPLE ROCK LN
CRYSTAL CREEK DR
KI L
VIR E
OA
RD SECTION HOU SE
HAYS
TH PA
L
S
LAKEWOO D DR
AL PH
EAGL E NEST DR
CH
HUNT LN
TANG LEWOOD TRL
LIVE OAK LN
ZA
REDB UD TRL
L ITTL E BEAR RD
R
LEWIS LN SPA NISH OA K S
N N ON L O OP
TR
KI
YO
VIENTO DEL SUR
Little Bea r Cree k COUNTRY LN
D
B EAR C A N
ED
RD
ROP
H
DR
NC
ek
KE
M A RA
SH R I
PAL
MC
LA
re Bear C
1,700
3,400
SCALE IN FEET
DY
W
IN
LL HI
RD
V IS TA D R
YO A R RO
DR
R BL DO
MYSTIC DR
YO
RO
DR I NO
35 SB S IH
6"
35 NB S IH
SA N
AN
TO NI O
RD
4"
OL D
8"
8"
6"
8"
8" 8"
16"
TOBIN DR
6"
O
16"
MO ROCHA DR
FM 2001
MENDOZA LN
BELL LN
6" BONITA VISTA DR
6"
IH 3 5F R
IH 3 5F R
LA JOLLA ST
12"
6"
6" LAS CRUCES ST
SUN BONNET DR
6"
HO IS
H C
N CEDAR ST
6"
12"
6"
12"
FS T UF BL
LM
GA RIS ON R D
T RL
8"
FIRE CRACKER DR
8"
12"
12"
On io
n
AR
e ek
12"
6" 6"
6"
8"
12" 8" 8"
12"
12 "
8"
8"
8"
8"
12"
12"
LIVONIA DR
BU
8"
8" 8"
8"
6"
PLUMB AGO CV
M
T
HAYS YOUTH DR
IN TER S T A
REGINA DR
HOFFM AN DR
SUFFIE LD DR
TE D R
nch Bra
APPL E BLOSSOM DR
QUARTER AVE
BLACK FOR EST RD
JACK RABBIT LN
BRANDONS WAY
BUSINESS PARK DR
ND R
KINGS RIDGE DR
RO
DA
HE
KELLY SMITH LN
LE EA G ERT D DE S LV SB AIL R HUNTER CREEK T S P AN I SH CV
Less than 500 gpm
CO
500 - 1,000 gpm
R
PL
T IN AVE
B r an
WINDY HILL RD
ch
BELI NDA LN
AR
nd
OD LOOP
M
mo
AM B E RW O
0
E
CA
DR
P
OA
RU
N RD
N
! I
KYLE XING
1,500 - 2,500 gpm
H
K
RS
SHAD OW CRE EK BLVD
1,000 - 1,500 gpm
AC
AC
HO
SL
LN
BL
RK
E
KYLE County Boundary
AVAILABLE FIRE FLOW
SUSAN DR
LOVE DR
OX DR KN
$ d " !
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IT
DENISE ELLEN DR
IL
CIR C
TR A N Q U
MARY ST
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HOT SPRING VLY
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LE D R
R XI S OS
NEJ
CO
FIREBUSH WAY
GRASS DR
ND R
FEA T H E R
N SL
PE C A
CALL E ALTA RD
OLD WEST TRL
R
T
D
k
DR
D
Z
R
R
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P
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S
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CANA DA WILD DR
TRAV ERTINE TRL
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PL E
Y
LN
AT
S
L TR
ER
Br u sh
DR
NAND INA DR
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CV
MA R
A
ND
PA
OLD GOFORTH RD
M
DA
ER
I NT
IA
ND
ZM
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DR
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C B R EC
T RL
COLD SPG
PU
LIVE OAK CT
L TR
Z
GREE N ME A D OW
RL
M BLOSS OM VALLEY STR
Greater than 2,500 gpm Created By Freese and Nichols, Inc. Job No.: BUA16634 Location: H:\W_WW_PLANNING\01_DELIVERABLES\06_FINAL_REPORT\(Figure_C-3)-2017_Available_FireFlow.mxd Updated: Thursday, September 21, 2017 12:16:21 PM
CT
S TO
R
SADD LEBLA NKET TRL
FOSS
R ic h
L IV E O A K D R
I D DR
ER
DR
CE
LA VE
RD TOM GREE N SCHO OL
ET
CI TY
EP
SP
N
ER
L
E
FM 2001
TRADEMA RK DR
ON
TA I
R
JA
DR
GE NE STA RE LIA NC E
DR
ST
Other City Limit
O
R
M OM
A
RA
IL
10" and Larger Water Line UN
1.0 MG Elevated Storage Tank Overflow Elevation = 863'
DACY LN
Buda ETJ Boundary
R C E D AR D
IA L
W N
K
Cabela's
12"
8" and Smaller Water Line
PIN OA K CT
8"
nch B ra Bunton
PIN OAK DR
R D
CLARY CT
Buda City Limit
M
IP E
N
H
PL
JU
AS
DR
O
AR
Elevated Storage Tank
6"
RD
Parcel
L RD
K
U T (#
Ground Storage Tank
F IEL D D R
EE
Stream
ERC
INDUSTRIAL WAY DR
Railroad
Standpipe
12"
FOUST DR
CR
Y
T U
IA N
A
ST D R
D BL V
T
IN D
W
RC R E
U T (#
T IG H SL
IE
(#
S
C O MM
RT BE
S LOOP 4
AR
TA
$ d " !
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0.25 MG GBRA Ground Storage Tank 0.50 MG Standpipe Overflow Elevation = 863' 3 - 350 gpm Pumps
RO
JACK C HAYS TRL
M
Pump Station
[ Ú
Road
BRAD
S FM 1626
R UN
ILL E RD
HILLSIDE TER CEME NT PLANT RD
2017 WATER SYSTEM AVAILABLE FIRE FLOW Well
16"
Bonita Vista Pump Station
W ! ( [ [ Ú Ú T U (#
Well #3 425 gpm
FA I
12"
8"
SAND STONE TRL
CITY OF BUDA
W ! (
6"
GBRA Delivery Point 1,041 gpm
r a nc h
LEGEND
6"
N DR
C
FIGURE C-3
BR IS TO
6"
12" PR EC IS IO
12"
6"
6"
CASA LOM A ST
REBEL DR
12"
t an g B Mu s
RA ST
W GOFOR TH ST
PINAFORE ST
12"
South Loop 4
8"
N
U T (# 0.10 MG Elevated Storage Tank Overflow Elevation = 863'
6"
EY L
ee k Cr
6"
0.13 MG Ground Storage Tank 1 - 800 gpm Pump 1 - 600 gpm Pump
12"
8"
8"
8"
8"
8"
8"
6" 6"
Main Street Pump Station
8"
6"
U O Y AH S T
6"
ARI K A
ST MA IN
8"
6"
S EQ
W
( ! [ Ú T U
ST
8"
CH
6"
6"
6"
6"
K E LL
S XIN G BA RT ON
8"
T HA W
8"
8"
2"
6"
COLE SPRI NGS RD
A
( !
Well #1 350 gpm
8"
6" W
NI GH
2"
Well #2 350 gpm
8"
12"
PE A
D
TU RN ERSV
16"
8"
" 12
S OS E BE E P KWY
HARPER VILLAGE RD
Y A W S DA AM A N K R LO O S O VE MA R K
12"
12"
8"
8"
8"
12"
12"
8"
8"
8"
8" 8"
S
8" 8"
8"
P ST W LO O
8"
8"
8"
STIL L HOL LOW CRK
OLD BLACK COLONY RD
DR
AY
8"
LW
8"
HO
8"
8"
W
N KL
J OY
12"
16 26
12"
12" 12"
8"
S
16"
MIDDLE CRK
12"
12"
12"
Well #5
8"
BRIDGE S LN
12"
12"
12"
H
EY AL
KATES C V
W ( ! U T [ [ Ú Ú
12"
8"
8" LEAR AVE
12"
r
cC
6"
8"
ST
G
12 "
i ar l
8"
12"
LAUR EL CV
SS
8"
DOVE DR
PA
12"
TR HA AVI YS S C CO O. .
R
M
E OR
8"
12"
12"
MAGNOLIA CV
IF CL
N TO
8"
JERRYS LN
ER D ROV
G
K A
K CV
8"
8"
8"
8"
O
A E NCE CT CL R
SALLE AVE
0.25 MG Ground Storage Tank 2 - 500 gpm Pumps
8"
8"
8"
8"
WILD HOR SE CRK
12"
6"
C R EEK DR
8"
8"
8"
C
8"
Garlic Creek
8"
12"
O Y STER CRK
8"
R
8"
G SP
HEEP RUN DR
$ d " !
V
12"
12"
8"
D
8"
F R ON
LW
S
CA R R I N
N
SAF
HO
AY NA W
Y
RR 967
12"
TO
8"
S
8"
0.75 MG Elevated Storage Tank 0.10 MG Standpipe Overflow Elevation = 1,000'
8"
R S P R I NG
NOPAL LN
G
HY RD
Beacon Hill
8"
BO TA
I RL
U T (#(#
EA CL
ASTER CV
CLARK BROTHERS DR
8"
GA
8"
8"
N
12"
" 12
8"
8"
N IV E
8"
12"
12"
12"
" 12
8"
12"
12"
12"
8"
12"
6"
Well #4 125 gpm
" 12
C
POPPY CV
W HI P PAS S
12"
12"
ELM GROVE LN
W ! ( T U [ Ú
OA
0.06 Ground Storage Tank 2 - 200 gpm Pumps
G RO V E LN
Dhalstrom Pump Station
LL
C L OV E RL E A F
WA
A P RICKLY P E
MAYBROOK DR
RU
P
T
D
R
N
TO
C
K IN
RA C C O O N
OXBO W TRL
B
K O
CANY ON WREN DR
AY
O
PIN E SI S
LONG SPUR DR
LN
M
R
TR E E
TOWHEE DR
R U RE WOOD S D
ON GT IN
LN
L E IS
T
SOUT HERN DR
NC LL
N
REMU DA TRL
TO MI
DE
FOX HOLW
NE DR
VERD IN DR
LE
LE LN
DR Y
DEWBERRY CV
WILLET DR
TU R N S T O
PURYE AR RD
Z Y
R N CIR BIT T E
A PP
MO NTVA
DODG EN WAY
O
LA
FIRE FLY CV
BUCK ARO O TRL
DR DUNLIN DR
W WAY DR
K DR
GREEN MEADOW DR
RANGER DR
LANTANA TRL
RA
EN C
E DR
A R
S
AK O RY UNT
CO
FM N
A
H
ELLIOT T RANCH RD
OLD SAN ANTONIO RD
AC
VINYARD DR
UT
AT CH
O NIO N C R EE
BLACKWELL DR
BEN MILA M DR
N
AR
SHAW NEE DR
C
SHADY ACRES DR
DR
K W O OD DR
EA SLE Y DR
LAURE L PATH PHEA SANT RUN
EDGEWOOD DR
AVOCET DR XW
DARRYL DR
WA
TURLEY DR
SMOKEY ROCK LN
G IN
SCENIC OAK TRL
HARD IN LOOP
DR
TAYLOR DR
O
VAIL LN
FIELD DR
HORSETHIEF TRL
WILD TUR KEY DR
E DE
TWIN CREEKS RD
ALGE RITA TER
D
R
N DR
W H ITET A IL D R
RIPPLE ROCK LN
CRYSTAL CREEK DR
KI L
VIR E
OA
RD SECTION HOU SE
HAYS
TH PA
L
S
LAKEWOO D DR
AL PH
EAGL E NEST DR
CH
HUNT LN
TANG LEWOOD TRL
LIVE OAK LN
ZA
REDB UD TRL
L ITTL E BEAR RD
R
LEWIS LN SPA NISH OA K S
N N ON L O OP
TR
KI
YO
VIENTO DEL SUR
Little Bea r Cree k COUNTRY LN
D
B EAR C A N
ED
RD
ROP
H
DR
NC
ek
KE
M A RA
SH R I
PAL
MC
LA
re Bear C
1,700
3,400
SCALE IN FEET
DY
W
IN
LL HI
RD
V IS TA D R
YO A R RO
DR
R BL
MYSTIC DR
YO
RO
I NO
DR
AR
35 SB S IH 35 NB S IH
e ek
MCK ENNAS CV
4"
RD TO NI O AN SA N OL D
8"
12"
8"
8"
8"
12"
O
16"
MO
6"
ROCHA DR
FM 2001
MENDOZA LN
IH 3 5F R
IH 3 5F R
LIVONIA DR
6"
FIRE CRACKER DR
12 " 16"
TOBIN DR
6" 6"
6"
BELL LN
12"
LA JOLLA ST
6"
6" LAS CRUCES ST
SUN BONNET DR
BONITA VISTA DR
6"
12"
8"
12" CH
SH
GA RIS ON R D N CEDAR ST
6"
6"
12"
6"
FS T UF BL
6"
OL
M
TR
L
12"
12"
On io
n
6" 6"
6"
12" 12"
12 "
12" 8"
12"
12"
8" 8"
8"
8"
8"
12"
12"
8"
12"
T
HAYS YOUTH DR
TE D R
REGINA DR
nch Bra
APPL E BLOSSOM DR
QUARTER AVE
BLACK FOR EST RD
JACK RABBIT LN
BRANDONS WAY
BUSINESS PARK DR
ND R
KINGS RIDGE DR
RO
DA
HE
KELLY SMITH LN
LE EA G ERT D DE S LV SB AIL R HUNTER CREEK T S P AN I SH CV
Less than 500 gpm
CO
500 - 1,000 gpm
R
PL
T IN AVE
B r an
WINDY HILL RD
ch
BELI NDA LN
AR
nd
OD LOOP
M
mo
AM B E RW O
0
E
CA
DR
P
OA
RU
N RD
N
! I
KYLE XING
1,500 - 2,500 gpm
H
K
RS
SHAD OW CRE EK BLVD
1,000 - 1,500 gpm
AC
AC
HO
SL
LN
BL
RK
E
AVAILABLE FIRE FLOW
HOFFM AN DR
SUFFIE LD DR
INDUSTRIAL WAY DR IN TER S T A
SUSAN DR
LOVE DR
OX DR KN
$ d " !
DACY LN
KYLE County Boundary
M
ws
Y
A n d re
IT
DENISE ELLEN DR
IL
CIR C
TR A N Q U
MARY ST
SE MT N N
HOT SPRING VLY
P ARA DI
HILLSIDE DR
LE D R
R XI S
12"
BU
12"
12"
8"
K A
DO
FIREBUSH WAY
GRASS DR
OS
FEA T H E R
N SL
NEJ
CALL E ALTA RD
OLD WEST TRL
CO
D
CANA DA WILD DR
NAND INA DR
ND R
T
R
k
DR
PE C A
Z
S
R
TOR I
R
DR AZ
S
y CL r ee
PLUMB AGO CV
S H LN
D
Y
LN
AT
Br u sh
DR
TRAV ERTINE TRL
MA R
P
ND
PA
OLD GOFORTH RD
PL E
DA
ER
DR
STON E RIM LOOP
T RL
L TR
RL
N E F IE L D
CV
ER
SADD LEBLA NKET TRL
ER
IA
ET
C B R EC
ND
FM 2001
SP
A
L TR
Z
GREE N ME A D OW
ON
CT
S TO
R
ZM
V O
I NT
I D DR
JA
CE
LA VE
RD TOM GREE N SCHO OL
ST
M
16"
EP
IL
ER
PU
LIVE OAK CT
8" R
FOSS
COLD SPG
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GE NE STA RE LIA NC E
TRADEMA RK DR
R ic h
L IV E O A K D R
12"
DR
12"
CI TY
CLARY CT
N
6"
TA I
F IEL D D R
DR
ST OL RD
Other City Limit
O
R
BRAD
10" and Larger Water Line UN
N KL
Buda ETJ Boundary
R C E D AR D
M OM
L
E
Cabela's
1.0 MG Elevated Storage Tank Overflow Elevation = 863'
DR
M BLOSS OM VALLEY STR
[ Ú
8" and Smaller Water Line
PIN OA K CT
IA L
nch B ra Bunton
PIN OAK DR
R D
ERC
A
RA
FOUST DR
Buda City Limit
M
IP E
N
H
PL
JU
AS
DR
O
AR
Elevated Storage Tank
6"
RD
Parcel
12"
K
U T (#
Ground Storage Tank
6"
EE
Stream
12"
8"
W N
K
HILLSIDE TER CEME NT PLANT RD
Railroad
Standpipe
ST D R
D BL V
CR
Y
T U
IA N
A
RC R E
U T (#
T IG H SL
T
IN D
W
C O MM
RT BE
IE
(#
S
16"
0.25 MG GBRA Ground Storage Tank 0.50 MG Standpipe Overflow Elevation = 863' 3 - 350 gpm Pumps
RO
AR
TA
6"
12"
$ d " !
16"
6"
FA I
8"
12"
8"
8"
ST MA IN
Bonita Vista Pump Station
W ! ( [ [ Ú Ú T U (#
Well #3 425 gpm
S LOOP 4
M
Pump Station
[ Ú
Road
RA ST
6"
12"
JACK C HAYS TRL
R UN
8"
6"
PINAFORE ST
12" N DR
S FM 1626
r a nc h
ILL E RD
12"
SAND STONE TRL
2027 WATER SYSTEM AVAILABLE FIRE FLOW Well
U O Y AH S T
N
CASA LOM A ST
REBEL DR
12"
12"
GBRA Delivery Point 1,041 gpm
CITY OF BUDA
W ! (
8"
W GOFOR TH ST
6"
C
LEGEND
S EQ
EY L
6"
K E LL
12"
12"
FIGURE C-4
ARI K A
0.13 MG Ground Storage Tank 1 - 800 gpm Pump 1 - 600 gpm Pump
U T (#
PR EC IS IO
6"
8"
8"
Main Street Pump Station
8"
6"
South Loop 4
8"
W
( ! [ Ú T U
ST
6"
6" 6"
CH
6"
8"
8"
2"
6"
S OS E BE E P KWY
6"
8" W ! (
Well #1 350 gpm
T HA W
B RI
Well #2 350 gpm
0.10 MG Elevated Storage Tank Overflow Elevation = 863'
t an g B Mu s
NI GH
I
8"
12"
" 12
ee k Cr
TU RN ERSV
12"
P ST W LO O
8"
8"
8" S
8"
12"
16 26
12"
8"
8"
8"
8"
12"
12"
Y A W S DA AM A N K R LO O S O VE MA R K
" 12
12"
12"
COLE SPRI NGS RD
A
0.20 MG Ground Storage Tank 2 - 700 gpm Pumps
12"
8"
PE A
D
LCRA Supply Connection
12"
12"
12 "
G
ROV
ER D
JERRYS LN
12"
8"
12"
BRIDGE S LN
8"
DR
KATES C V
8"
AY
6"
8"
8"
12"
12"
8"
SW
8"
8"
8"
LW
8"
HO
12"
12"
8"
8" 8"
J OY
12"
8"
8"
12"
r
cC
8"
Well #5
EY AL
Garlic Creek ASR
W ! (
12"
8"
8"
8"
8"
12"
12"
MIDDLE CRK
12"
12"
H
i ar l
6"
6"
DOVE DR
W ( ! U T [ [ Ú Ú
8"
8"
12 "
12"
12"
LEAR AVE
8"
6"
LAUR EL CV
SS
8"
8"
G
12 "
8"
8"
12"
T U 1
2 - 500 gpm Pumps 0.50 MG Ground Storage Tank 0.50 MG Elevated Storage Tank
8"
8"
2 T(# " [U Ú
HCPUA Phase 1
8"
Bypass Pump Station
12"
12"
8"
PA
12"
8"
8"
8"
0.25 MG Ground Storage Tank 2 - 500 gpm Pumps
8"
TR HA AVI YS S C CO O. .
R
8"
8"
SALLE AVE
Garlic Creek
LW
MAGNOLIA CV
8"
E R CRK
8"
A E NCE CT CL R
12"
G SP
DR
12"
8"
O YS T
F R ON
CA R R I N
HEEP RUN
8"
$ d " !
V
12"
CLARK BROTHERS DR
R
Beacon Hill
0.75 MG Elevated Storage Tank 0.10 MG Standpipe Overflow Elevation = 1,000'
SAF
HO
S
8"
D
HY RD
S
AY NA W
Y
RR 967
N
U T (#(#
8"
R S P R I NG
NOPAL LN
TO
8"
EA CL
ASTER CV
G
8"
8"
BO TA
N
12"
" 12
8"
N IV E
8"
12"
12"
12"
12"
8"
8"
12"
" 12
8" 8"
Well #4 125 gpm
K CV
( ! T U [ Ú
Dahlstrom Ranch ASR Pilot Study
C
POPPY CV
W HI P PAS S
12"
12"
ELM GROVE LN
W
OA
0.06 Ground Storage Tank 2 - 200 gpm Pumps
G RO V E LN
Dhalstrom Pump Station
LL
C L OV E RL E A F
WA
A P RICKLY P E
MAYBROOK DR
RU
P
T
D
R
N
TO
C
K IN
RA C C O O N
OXBO W TRL
B
K O
CANY ON WREN DR
AY
O
PIN E SI S
LONG SPUR DR
LN
M
R
TR E E
TOWHEE DR
R U RE WOOD S D
ON GT IN
LN
L E IS
T
SOUT HERN DR
NC LL
N
REMU DA TRL
TO MI
DE
FOX HOLW
NE DR
VERD IN DR
LE
LE LN
DR Y
DEWBERRY CV
WILLET DR
TU R N S T O
PURYE AR RD
Z Y
R N CIR BIT T E
A PP
MO NTVA
DODG EN WAY
O
LA
FIRE FLY CV
BUCK ARO O TRL
DR DUNLIN DR
W WAY DR
K DR
GREEN MEADOW DR
RANGER DR
LANTANA TRL
RA
EN C
E DR
A R
S
AK O RY UNT
CO
FM N
A
H
ELLIOT T RANCH RD
OLD SAN ANTONIO RD
AC
VINYARD DR
UT
AT CH
O NIO N C R EE
BLACKWELL DR
BEN MILA M DR
N
AR
SHAW NEE DR
C
SHADY ACRES DR
DR
K W O OD DR
EA SLE Y DR
LAURE L PATH PHEA SANT RUN
EDGEWOOD DR
AVOCET DR XW
DARRYL DR
WA
TURLEY DR
SMOKEY ROCK LN
G IN
SCENIC OAK TRL
HARD IN LOOP
DR
TAYLOR DR
O
VAIL LN
FIELD DR
HORSETHIEF TRL
WILD TUR KEY DR
E DE
TWIN CREEKS RD
ALGE RITA TER
D
R
N DR
W H ITET A IL D R
RIPPLE ROCK LN
CRYSTAL CREEK DR
KI L
VIR E
OA
RD SECTION HOU SE
HAYS
TH PA
L
S
LAKEWOO D DR
AL PH
EAGL E NEST DR
CH
HUNT LN
TANG LEWOOD TRL
LIVE OAK LN
ZA
REDB UD TRL
L ITTL E BEAR RD
R
LEWIS LN SPA NISH OA K S
N N ON L O OP
TR
KI
YO
VIENTO DEL SUR
Little Bea r Cree k COUNTRY LN
D
B EAR C A N
ED
RD
ROP
H
DR
NC
ek
KE
M A RA
SH R I
PAL
MC
LA
re Bear C
1,700
3,400
SCALE IN FEET
DY
W
IN
LL HI
RD
Water & Wastewater Impact Fee Report City of Buda
Appendix D Water System Project Cost Estimates
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: 1 Phase: 2027 Project Name: FM 1626 12-inch Connector - Elm Grove ES to HCPUA Pump Station Project Description: A new 12-inch water line along FM 1626 connecting the proposed pump station described in Project 2 to the existing 12-inch near Elm Grove Elementary School. This project must be completed before Projects 2 and 4 can be completed.
Project Drivers: This project will provide additional transmission capacity to serve future growth.
Opinion of Probable Construction Cost ITEM 1 2
DESCRIPTION 12" WL & Appurtenances Water Pavement Repair
QUANTITY 1,650 1,650
UNIT LF LF
UNIT PRICE $ 108 $ 85
$ $
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
Construction Project Number:
25%
Phase:
D-1
TOTAL 178,200 140,250
318,500 79,700 398,200 59,800 458,000 458,000
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: 2 Phase: 2027 Project Name: Alliance Regional Water Authority (HCPUA) Phase 1 Pump Station Project Description: A new 1.44 mgd pump station to serve the Middle Pressure Zone. The proposed 0.5 MG GST will receive supply from ARWA (formerly HCPUA). Project 1 must be completed before this project can be completed.
Project Drivers: This project will provide additional supply in the Middle Pressure Zone to address an existing pumping capacity deficit.
Opinion of Probable Construction Cost ITEM 1 2
DESCRIPTION Pump Station - New 1.44 MGD 0.5 MG Ground Storage Tank
QUANTITY 1 1
UNIT LS LS
UNIT PRICE $ 788,800 $ 835,000
$ $
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-2
25%
TOTAL 788,800 835,000
1,623,800 406,000 2,029,800 304,500 2,334,300 2,334,300
City of Buda August 2017
Capital Improvement Cost Estimate Construction Project Number: 3 Project Name: East I-35 Loop 12-inch Water Line Project Description:
Phase: 2027
A new 12-inch water line near I-35 along Interstate 35 Frontage Road, Fire Cracker Drive, and Main Street. This project will replace the existing 8-inch water line along Main Street from Pit Stop Trace to Old San Antonio Road.
Project Drivers: This project will provide capacity to serve future growth in the Low Pressure Zone.
Opinion of Probable Construction Cost ITEM 1 2 3
DESCRIPTION 12" WL & Appurtenances 20" Boring and Casing Water Pavement Repair
QUANTITY 8,750 600 4,750
UNIT LF LF LF
UNIT PRICE $ 108 $ 350 $ 85
$ $ $
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-3
25%
TOTAL 945,000 210,000 403,750
1,558,800 389,700 1,948,500 292,300 2,240,800 2,240,800
City of Buda August 2017
Capital Improvement Cost Estimate Construction Project Number: 4 Project Name: Old Black Colony Elevated Water Storage Tank Project Description:
Phase: 2027
A new 0.5 MG elevated storage tank to serve the Middle Pressure Zone. This project will be located on the same lot as Project 2. Project 1 must be completed before this project can be completed.
Project Drivers: This project will provide adequate elevated storage capacity to serve customers in the Middle Pressure Zone through Buildout.
Opinion of Probable Construction Cost ITEM 1
DESCRIPTION 0.5 MG Elevated Storage Tank
QUANTITY 1
UNIT LS
UNIT PRICE $ 2,150,000
$
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-4
25%
TOTAL 2,150,000
2,150,000 537,500 2,687,500 403,200 3,090,700 3,090,700
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: 5 Phase: 2027 Project Name: Old Black Colony Road 12-inch Water Line and Pressure Reducing Valve Project Description: A new 12-inch water line along Old Black Colony Road from FM 1626 to Cole Springs Road. Also included is a new 12-inch water line connecting the proposed 12-inch along Old Black Colony Road to the existing 12-inch water line along Coldwater Hollow. A pressure reducing valve along the line on Old Black Colony Road near Wright Way will provide supply from the Middle Pressure Zone to the Low Pressure Zone.
Project Drivers: This project will provide operational flexibility and additional transmission capacity to serve future growth in the Middle and Low Pressure Zones.
Opinion of Probable Construction Cost ITEM 1 2 3
DESCRIPTION Pressure Reducing Valve 12" WL & Appurtenances Water Pavement Repair
QUANTITY 1 9,300 8,700
UNIT LS LF LF
CONTINGENCY
UNIT PRICE $ 70,000 $ 108 $ 85
TOTAL $ $ $
70,000 1,004,400 739,500
SUBTOTAL: $
1,813,900 453,500 2,267,400 340,200 2,607,600 2,607,600
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-5
25%
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 6 Project Name: 12-inch Connection from Enchanted Woods Trail to Old Black Colony Road Project Description: A new 12-inch water line connecting the proposed 12-inch water line in Project 5 to the existing 8-inch water lines along Enchanted Woods Trail.
Project Drivers: This project will provide service for future growth.
Opinion of Probable Construction Cost ITEM 1
DESCRIPTION 12" WL & Appurtenances
QUANTITY 1,750
UNIT LF
UNIT PRICE $ 108
$
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-6
25%
TOTAL 189,000
189,000 47,300 236,300 35,500 271,800 271,800
City of Buda Capital Improvement Cost Estimate Construction Project Number: 7 Project Name: Cole Springs Road/Jack C. Hays Trail 12-inch Water Line Project Description:
August 2017 Phase: 2027
A new 12-inch water line along Cole Springs Road and Jack C. Hays Trail.
Project Drivers: This project will serve future growth in the Low Pressure Zone.
Opinion of Probable Construction Cost ITEM 1 2 3
DESCRIPTION 12" WL & Appurtenances 20" Boring and Casing Water Pavement Repair
QUANTITY 7,150 600 6,900
UNIT LF LF LF
UNIT PRICE $ 108 $ 350 $ 85
$ $ $
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-7
25%
TOTAL 772,200 210,000 586,500
1,568,700 392,200 1,960,900 294,200 2,255,100 2,255,100
City of Buda August 2017
Capital Improvement Cost Estimate Construction Project Number: 8 Project Name: 12-inch Loop from Cabela's to I-35 Project Description:
Phase: 2027
A new 12-inch water line east of I-35 along Interstate 35 Frontage Road connecting the proposed 12-inch water line described in Project 3 to the existing 16-inch along Cabela's Drive near the Cabela's EST.
Project Drivers: This project will serve future growth in the Low Pressure Zone.
Opinion of Probable Construction Cost ITEM 1 2 3
DESCRIPTION 12" WL & Appurtenances 20" Boring and Casing Water Pavement Repair
QUANTITY 4,800 600 4,300
UNIT LF LF LF
UNIT PRICE $ 108 $ 350 $ 85
$ $ $
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-8
25%
TOTAL 518,400 210,000 365,500
1,093,900 273,500 1,367,400 205,200 1,572,600 1,572,600
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 9 Project Name: 12-inch Water Line along Garison Road to West Goforth Street Loop Project Description: A new 12-inch water line connecting to the existing 12-inch water line at the intersection of Garison Road and Houston Street, running along Garison Road, through Stagecoach Park and Bradfield Village Park, and connecting to the existing 12-inch water line along West Goforth Street. This project will replace the existing 6-inch water line along Garison Road from Houston Street to Main Street.
Project Drivers: This project will provide improved connectivity and serve future growth in the Low Pressure Zone.
Opinion of Probable Construction Cost ITEM 1 2
DESCRIPTION 12" WL & Appurtenances Water Pavement Repair
QUANTITY 11,950 5,400
UNIT LF LF
UNIT PRICE $ 108 $ 85
$ $
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-9
25%
TOTAL 1,290,600 459,000
1,749,600 437,400 2,187,000 328,100 2,515,100 2,515,100
City of Buda August 2017
Capital Improvement Cost Estimate Construction Project Number: 10 Project Name: 12-inch Water Line near Garlic Creek Pump Station Project Description:
Phase: 2027
A new 12-inch water line near the existing Garlic Creek Pump Station in the Middle Pressure Zone. This project will connect the existing 12-inch lines along Cullen Boulevard to the existing 12-inch water line south of Garlic Creek Pump Station.
Project Drivers: This project will provide increased connectivity and reliability for existing and future customers in the Middle Pressure Zone.
Opinion of Probable Construction Cost ITEM 1
DESCRIPTION 12" WL & Appurtenances
QUANTITY 400
UNIT LF
CONTINGENCY
UNIT PRICE $ 108
TOTAL $
43,200
SUBTOTAL: $
43,200 10,800 54,000 8,100 62,100 62,100
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-10
25%
City of Buda August 2017
Capital Improvement Cost Estimate Construction Project Number: 11 Project Name: 12-inch West I-35 Loop Project Description:
Phase: 2027
A new 12-inch water line west of I-35 along Main Street and Old San Antonio Road. This project will replace the existing 8-inch water line along Main Street from Cabela's Drive to Old San Antonio, and connect to the existing 8inch water line along the western Interstate 35 Frontage Road.
Project Drivers: This project will provide capacity to serve future growth in the Low Pressure Zone.
Opinion of Probable Construction Cost ITEM
DESCRIPTION
QUANTITY
UNIT
1
12" WL & Appurtenances
5,300
LF
$
108
$
572,400
2
Water Pavement Repair
3,900
LF
$
85
$
331,500
SUBTOTAL: $
903,900 226,000 1,129,900 169,500 1,299,400 1,299,400
CONTINGENCY
UNIT PRICE
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-11
25%
TOTAL
City of Buda August 2017
Capital Improvement Cost Estimate Construction Project Number: 12 Project Name: Garlic Creek Aquifer Storage & Recovery Project Description:
Phase: 2027
This project, located in Cullen Country Park, will provide an additional 420 gpm in supply capacity during periods of peak demand, and allow the City to store excess water during periods of low demand.
Project Drivers: This project will provide additional supply in the Middle Pressure Zone to serve future growth.
Opinion of Probable Construction Cost ITEM
DESCRIPTION
QUANTITY
UNIT
1
Aquifer Storage & Recovery Facility - 0.60 MGD
1
LS
CONTINGENCY
UNIT PRICE $
3,287,000
TOTAL $
3,287,000
SUBTOTAL: $
3,287,000 821,800 4,108,800 616,400 4,725,200 4,725,200
25%
$
SUBTOTAL: $ ENG/SURVEY
$ SUBTOTAL: $ Estimated Project Total: $
D-12
15%
City of Buda August 2017
Capital Improvement Cost Estimate Construction Project Number: 13 Project Name: 12-inch Main Street Water Line Project Description:
Phase: 2027
A new 12-inch water line replacing the existing 8-inch water line along Main Street from the proposed 12-inch water line described in Project 9 to Old San Antonio Road.
Project Drivers: This project will provide capacity to serve future growth in the Low Pressure Zone.
Opinion of Probable Construction Cost ITEM 1 2
DESCRIPTION 12" WL & Appurtenances Water Pavement Repair
QUANTITY 4,800 4,800
UNIT LF LF
UNIT PRICE $ 108 $ 85
$ $
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-13
25%
TOTAL 518,411 408,009
926,500 231,700 1,158,200 173,800 1,332,000 1,332,000
City of Buda August 2017
Capital Improvement Cost Estimate Construction Project Number: 14 Project Name: ARWA Phase 1A & 1B Infrastructure Project Description:
Phase: 2027
This project includes a transmission line and booster pump station that will supply Buda with an additional 0.68 mgd of supply capacity via a new groundwater supply source from the Carrizo Aquifer in Caldwell County.
Project Drivers: This project will provide additional supply in the Middle Pressure Zone to address an existing pumping capacity deficit.
Opinion of Probable Construction Cost ITEM 1 2
DESCRIPTION ARWA Phase 1A Facilities ARWA Phase 1B Facilities
QUANTITY 1 1
UNIT LS LS
UNIT PRICE $ 2,369,113 $ 10,110,009
$ $
SUBTOTAL: $ CONTINGENCY
$ SUBTOTAL: $ ENG/SURVEY 15% $ SUBTOTAL: $ Estimated Project Total: $
D-14
25%
TOTAL 2,369,113 10,110,009
12,479,122 3,119,780.52 15,598,903 2,339,835.39 17,938,738 17,938,738
Water & Wastewater Impact Fee Report City of Buda
Appendix E Wastewater System Project Cost Estimates
City of Buda Capital Improvement Cost Estimate Construction Project Number: 1 Project Name: Wastewater Treatment Plant Expansion Project Description: Expand the wastewater treatment plant from 1.5 MGD to 3.5 MGD.
August 2017 Phase: 2027
Project Drivers: This project will provide additional treatment capacity to serve growth.
ITEM 1
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 2.0 MGD WWTP Expansion 1 EA $ 15,921,300
Construction Project Number:
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total: Phase:
E-1
$
TOTAL 15,921,300
$ $ $ $ $ $
15,921,300 3,980,400 19,901,700 2,985,300 22,887,000 22,887,000
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 2 Project Name: Meadows at Buda Lift Station Rehabilitation and Expansion Project Description: Replace the existing pumps in the Meadows at Buda Lift Station.
Project Drivers: This project will provide additional capacity to serve new growth.
ITEM 1
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE Lift Station Rehabilitation 1 LS $ 134,200
SUBTOTAL: 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
CONTINGENCY
E-2
$
TOTAL 134,200
$ $ $ $ $ $
134,200 33,600 167,800 25,200 193,000 193,000
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 3 Project Name: 12-inch Sportsplex Sewer Line Upsize Project Description: A 12-inch wastewater line replacing the existing 8-inch from Buda Sportsplex Drive to FM 1626.
Project Drivers: This project provides additional capacity to serve growth in the Dahlstrom and Garlic Creek Basins.
ITEM 1 2 3
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 12" Pipe 2,250 LF $ 120 48" Diameter Manhole 6 EA $ 5,000 Sewer Pavement Repair 200 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-3
$ $ $
TOTAL 270,000 28,125 17,000
$ $ $ $ $ $
315,200 78,800 394,000 59,100 453,100 453,100
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 4 Project Name: 30-inch Wastewater Line Project Description: A 30-inch wastewater line south of the wastewater treatment plant replacing the existing 10-inch gravity line.
Project Drivers: This project replaces an undersized wastewater line and provides capacity to serve growth.
ITEM 1 2 3
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 30" Pipe 1,840 LF $ 300 72" Diameter Manhole 5 EA $ 6,000 Sewer Pavement Repair 1,840 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-4
$ $ $
TOTAL 552,000 27,600 156,400
$ $ $ $ $ $
736,000 184,000 920,000 138,000 1,058,000 1,058,000
City of Buda Capital Improvement Cost Estimate Construction Project Number: 5 Project Name: New Nighthawk Lift Station Project Description: A new 4,300 gpm lift station to replace the existing Nighthawk Lift Station.
August 2017 Phase: 2027
Project Drivers: This project replaces an aging asset and provides capacity to service growth.
ITEM 1
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 4,300 gpm Lift Station 1 LS $ 1,999,500
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-5
$
TOTAL 1,999,500
$ $ $ $ $ $
1,999,500 499,900 2,499,400 375,000 2,874,400 2,874,400
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 6 Project Name: Northeast IH-35 12" Wastewater Interceptor Project Description: A new 12-inch wastewater line along the eastern frontage road of Interstate 35 north of Main Street East and crossing under Interstate 35.
Project Drivers: This project will provide capacity to serve growth.
ITEM 1 2 3
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 12" Pipe 1,880 LF $ 120 48" Diameter Manhole 5 EA $ 5,000 20" Boring and Casing 600 LF $ 260
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-6
$ $ $
TOTAL 225,600 23,500 156,000
$ $ $ $ $ $
405,100 101,300 506,400 76,000 582,400 582,400
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 7 Project Name: Northwest IH-35 15" Wastewater Interceptor Project Description: A new 15-inch wastewater line on the western side of Interstate 35 north of Main Street East and along Main Street to the Dorsett Lift Station.
Project Drivers: This project provides additional capacity to serve growth along Interstate 35.
ITEM 1 2 3
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 15" Pipe 5,020 LF $ 150 60" Diameter Manhole 13 EA $ 6,000 Sewer Pavement Repair 400 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-7
$ $ $
TOTAL 753,000 75,300 34,000
$ $ $ $ $ $
862,300 215,600 1,077,900 161,700 1,239,600 1,239,600
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 8 Project Name: Stonefield Interceptor Replacement Project Description: Replace the existing Stonefield Interceptor with a 15-inch gravity line from Glenview Lane to Roseberry Street and an 18-inch from Roseberry Street to the new Night Hawk Lift Station.
Project Drivers: This project replaces an undersized asset and provides capacity to serve future growth.
ITEM 1 2 3 4 5
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 18" Pipe 600 LF $ 180 15" Pipe 10,200 LF $ 150 60" Diameter Manhole 27 EA $ 6,000 24" Boring and Casing 600 LF $ 420 Sewer Pavement Repair 2,300 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-8
$ $ $ $ $
TOTAL 108,000 1,530,000 162,000 252,000 195,500
$ $ $ $ $ $
2,247,500 561,900 2,809,400 421,500 3,230,900 3,230,900
City of Buda Capital Improvement Cost Estimate Construction Project Number: 9 Project Name: Meadow Parks Lift Station Expansion Project Description: Expand the Meadow Parks Lift Station to a firm capacity of 675 gpm.
August 2017 Phase: 2027
Project Drivers: This project will serve growth.
ITEM 1 2
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 500 gpm Lift Station Expansion 1 EA $ 250,000 8" Force Main 1,290 LF $ 72
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-9
$ $
TOTAL 250,000 92,880
$ $ $ $ $ $
342,900 85,800 428,700 64,400 493,100 493,100
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 10 Project Name: Proposed FM 2001 Lift Station Project Description: New lift station in the FM 2001 basin with a firm capacity of 525 gpm and a 6-inch force main to the Meadow Park Lift Station.
Project Drivers: This project will serve new growth in the FM 2001 basin.
ITEM 1 2 3
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 525 gpm Lift Station 1 EA $ 682,500 8" Force Main 5,570 LF $ 72 Sewer Pavement Repair 200 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-10
$ $ $
TOTAL 682,500 401,040 17,000
$ $ $ $ $ $
1,100,600 275,200 1,375,800 206,400 1,582,200 1,582,200
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 11 Project Name: Meadows at Buda Lift Station Expansion and Force Main Project Description: Upgrade pumps and electrical at the Meadows of Buda Lift Station and build a new force main to the 30-inch gravity line south of the Wastewater Treatment Plant.
Project Drivers: This project will expand the lift station to serve growth.
ITEM 1 2 3 4
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 700 gpm Lift Station Expansion 1 EA $ 336,000 12" Force Main 14,700 LF $ 108 20" Boring and Casing 200 LF $ 260 Sewer Pavement Repair 600 LF $ 85
SUBTOTAL: 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
CONTINGENCY
E-11
$ $ $ $
TOTAL 336,000 1,587,600 52,000 51,000
$ $ $ $ $ $
2,026,600 506,700 2,533,300 380,000 2,913,300 2,913,300
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 12 Project Name: Overlook Park Lift Station Expansion Project Description: Expand the Overlook Park Lift Station to a firm capacity of 3,425 gpm and replace the existing force main with a 16-inch force main to the WWTP.
Project Drivers: This project will allow for future growth in the Onion Creek basin.
ITEM 1 2 3 4
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 2,700 gpm Lift Station Expansion 1 EA $ 1,269,000 16" Force Main 3,950 LF $ 144 30" Boring and Casing 200 LF $ 360 Sewer Pavement Repair 200 LF $ 85
SUBTOTAL: 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
CONTINGENCY
E-12
$ $ $ $
TOTAL 1,269,000 568,800 72,000 17,000
$ $ $ $ $ $
1,926,800 481,700 2,408,500 361,300 2,769,800 2,769,800
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 13 Project Name: 8/12-inch FM 967 Wastewater Line Project Description: 8/12-inch gravity line along FM 967 replacing the existing 10-inch gravity line from the Garlic Creek Lift Station and extending west to Bullwhip Pass.
Project Drivers: This project serves future growth.
ITEM 1 2 3 4
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 12" Pipe 6,080 LF $ 120 8" Pipe 350 LF $ 80 48" Diameter Manhole 16 EA $ 5,000 Sewer Pavement Repair 500 LF $ 85
SUBTOTAL: 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
CONTINGENCY
E-13
$ $ $ $
TOTAL 729,600 28,000 80,375 42,500
$ $ $ $ $ $
880,500 220,200 1,100,700 165,200 1,265,900 1,265,900
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 14 Project Name: Proposed Lift Station West of IH-35 Project Description: A new lift station with a firm capacity of 320 gpm west of Interstate 35 and a 6-inch force main to Main Street.
Project Drivers: This project will serve future growth.
ITEM 1 2 3
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 320 gpm Lift Station 1 EA $ 512,000 6" Force Main 2,220 LF $ 54 Sewer Pavement Repair 200 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-14
$ $ $
TOTAL 512,000 119,880 17,000
$ $ $ $ $ $
648,900 162,300 811,200 121,700 932,900 932,900
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 15 Project Name: 10/12-inch Gravity Line East of Garison Road Project Description: A new 10/12-inch gravity line west of Garison Road and under Onion Creek to the Proposed Lift Station.
Project Drivers: This project will serve new growth.
ITEM 1 2 3 4
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 12" Pipe 1,000 LF $ 120 10" Pipe 4,710 LF $ 100 48" Diameter Manhole 14 EA $ 5,000 20" Boring and Casing 400 LF $ 260
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-15
$ $ $ $
TOTAL 120,000 471,000 71,375 104,000
$ $ $ $ $ $
766,400 191,600 958,000 143,700 1,101,700 1,101,700
City of Buda Capital Improvement Cost Estimate Construction Project Number: 16 Project Name: 8-inch Gravity Line along Garison Road Project Description: A new 8-inch gravity line along Garison Road.
August 2017 Phase: 2027
Project Drivers: This project will serve new growth.
ITEM 1 2 3 4
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 8" Pipe 3,740 LF $ 80 48" Diameter Manhole 9 EA $ 5,000 20" Boring and Casing 200 LF $ 260 Sewer Pavement Repair 200 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-16
$ $ $ $
TOTAL 299,200 46,753 52,000 17,000
$ $ $ $ $ $
415,000 103,800 518,800 77,900 596,700 596,700
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 17 Project Name: 12-inch Gravity Line to the Bailey Tract Project Description: A new 12-inch wastewater line north of the Garlic Creek Lift Station to serve the Bailey Tract
Project Drivers: This project will serve new growth.
ITEM 1 2 3
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 12" Pipe 3,880 LF $ 120 48" Diameter Manhole 10 EA $ 5,000 Sewer Pavement Repair 200 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-17
$ $ $
TOTAL 465,600 48,500 17,000
$ $ $ $ $ $
531,100 132,800 663,900 99,600 763,500 763,500
City of Buda Capital Improvement Cost Estimate August 2017 Construction Project Number: Phase: 2027 18 Project Name: 18-inch Gravity Line north of Garlic Creek Lift Station Project Description: A new 18-inch gravity line to serve development north of the Garlic Creek Lift Station.
Project Drivers: This project will serve new growth.
ITEM 1 2 3
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 18" Pipe 1,860 LF $ 180 60" Diameter Manhole 5 EA $ 6,000 Sewer Pavement Repair 200 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-18
$ $ $
TOTAL 334,800 27,900 17,000
$ $ $ $ $ $
379,700 95,000 474,700 71,300 546,000 546,000
City of Buda Capital Improvement Cost Estimate Construction Project Number: 19 Project Name: Onion Creek Gravity Line Project Description: A new 15/21-inch gravity line in the Onion Creek Basin.
August 2017 Phase: 2027
Project Drivers: This project will serve new growth.
ITEM 1 2 3 4
Opinion of Probable Construction Cost DESCRIPTION QUANTITY UNIT UNIT PRICE 21" Pipe 7,890 LF $ 210 15" Pipe 2,170 LF $ 150 60" Diameter Manhole 25 EA $ 6,000 Sewer Pavement Repair 400 LF $ 85
SUBTOTAL: CONTINGENCY 25% SUBTOTAL: ENG/SURVEY 15% SUBTOTAL: Estimated Project Total:
E-19
$ $ $ $
TOTAL 1,656,900 325,508 150,901 34,000
$ $ $ $ $ $
2,167,400 541,900 2,709,300 406,400 3,115,700 3,115,700
