Ordinance 2006-10
ORDINANCE NO. 2006-10
AN ORDINANCE OF THE CITY OF WYLIE, TEXAS, ADOPTING THE
UPDATED LAND USE ASSUMPTIONS AND CAPITAL
IMPROVEMENTS PLAN; PROVIDING FOR REPEALING, SAVINGS
AND SEVERABILITY CLAUSES; AND PROVIDING FOR AN
EFFECTIVE DATE OF THIS ORDINANCE.
WHEREAS, Wylie has fully complied with Chapter 395, Local Government Code,
concerning the notice, adoption, promulgation and methodology necessary to update and adopt land
use assumptions and a capital improvement plan establishing impact fees; and
WHEREAS, the City council desires to adopt the land use assumptions and adopt the capital
improvement plan; and
WHEREAS, Wylie has adopted this Ordinance within thirty (30) days ofthe public hearing
held by the City Council on the proposed land use assumptions and the capital improvement plan;
and
WHEREAS, the City Council finds that it is in the best interest of the citizens of Wylie to
adopt the updated land use assumptions and capital improvement plan.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE
CITY OF WYLIE TEXAS:
SECTION 1: Findings Incorporated. The findings set forth above are incorporated into the
body of this Ordinance as if fully set forth herein.
SECTION 2: Land Use Assumptions and Capital Improvements Plan Adopted. The City
Council finds that the land use assumptions and the capital improvements plan attached hereto as
Exhibit A, and incorporated for all purposes as if fully set forth herein, are hereby adopted and
approved and shall supersede the existing land use assumptions.
SECTION 3: Saving/Repealing Clause. All provisions of any ordinances in conflict with this
Ordinance are hereby repealed; but such repeal shall not abate any pending prosecution for violation
of the repealed Ordinance, nor shall the repeal prevent prosecution from being commenced for any
violation if occurring prior to the repeal of the Ordinance. Any remaining portions of conflicting
ordinances shall remain in full force and effect.
SECTION 4: Severability. If any section, subsection, sentence, clause or phrase of this
Ordinance is for any reason, held to be unconstitutional or invalid by a court of competent
jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance.
Ordinance No. 2006-10
Adoption of the Updated LUP AND elP
Page 1
Wylie hereby declares that it would have passed this Ordinance, and each section, subsection, clause
or phrase thereof, irrespective of the fact that anyone or more sections, subsections, sentences,
clauses, and phrases be declared unconstitutional.
SECTION 5: Effective Date. This Ordinance shall become effective immediately upon its
adoption.
DULY PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
WYLIE, TEXAS on this 28th day of February, 2006.
JOhnM!fd:)
ATTESTED TO AND \\\\\11111/11//1
\\' -() F W ",;
CORRECTLY RECORD~-B.~........!(~PROVED AS TO FORM:
$ r ~ ... ..~ ~ ~
.... '-I: ~ lI\~-_
~ (..~~.) <U w.A ~.1od\
~; Ip;.......,..~ ~':l~ERNATHY, ROEDER, BOYD
;"" LIE. Tt." "'& JOPLIN P C
111/11"'111\1'\\ , . .
RICHARD M. ABERNATHY
JULIE Y. FORT
City Attorneys
Ordinance No. 2006-10
Adoption of the Updated LUP AND CIP
Page 2
EXHIBIT A
. WATER AND WASTEWATER
IMPACT FEE UPDATE
. 2005 - 2015
. Prepared For
.
.
. CITY.OF WYLIE
. Prepared B.y
D BIRKHOFF, HENDRICKS & CONWAY, L.L.P.
CONSULTING ENGINEERS
DALLAS, TEXAS
. February 2006
PRELIMINARY
Birkhoff, Hendricks & Conway, L.L.P.
CITY OF WYLIE
WATER AND WASTEWATER IMPACT FEE UPDATE
I. INTRODUCTION
On April 24, 2001, the City of Wylie adopted Ordinance No. 2001-19 "Establishing Water and
Wastewater Impact Fees" in accordance with Chapter 395 of the Local Government Code. The
ordinance and associated impact fees were established and based on the Service Area Land Use
Assumptions and Capital Improvements Plan prepared by Hunter Associates of Texas, Ltd.,
dated March 2001. The maximum calculation fee and current imposed fees are summarized
below:
Fee Per Service Unit
Calculated Fees Imposed
Maximum (Ordinance 2001-19)
Water $1 ,212 $606
Wastewater $2,446 $1 ,223
Since the adoption of the Impact Fee Ordinance 2001-19, the City of Wy lie has expanded its
corporate boundaries and environmental jurisdiction. The City adopted a new
Comprehensive Land Use Plan in April 2005. These changes in the boundaries and proposed
land use prompt the requirement for an impact fee update.
In accordance with the requirements of Chapter 395.052 of the Local Government Code, this
report updates the City of Wylie's Land Use Assumptions and Capital Improvement Plan.
Chapter 395, of the Local Government Code is an act that provides guidelines for financing
capital improvements required by new development in municipalities, counties, and certain
other local governments. The basis for determination of an impact fee requires the
preparation and adoption of a land use plan and growth assumption, and the preparation of a
10-year capital improvement plan. A master plan of the water and wastewater systems is
necessary to prepare a 1 O-year capital improvement plan. From these two phases, a maximum
impact fee is calculated.
j:\c1erical\wylie\2002-164 w&ww impact fees\reports\report~ 1.doc
- 1 -
Birkhoff, Hendricks & Conway, L.L.P.
The Act allows the maximum impact fee to be charged if revenues from future ad valorem
taxes, and water and sewer bills are included as a credit in the analysis. If not, the Act allows
the maximum fee to be set at 50% of the calculated maximum fee. The following items were
included in the impact fee calculation:
A. The portion of the cost of the new infrastructure that is to be paid by the City, including
engineering, property acquisition and construction cost.
B. Existing excess capacity in lines and facilities that will serve future growth and which
were paid for in whole or part by the City.
C. Engineering and quality control fees for construction projects.
D. Interest and other finance charges on bonds issued by the City to cover its portion of cost.
The engineering analysis portion of the Water and Wastewater Impact Fee review determines
utilized capacity cost of the major water distribution and wastewater collection facilities
between the year 2005 and the year 2015. Facilities in this analysis include, water pump
stations, water storage tanks, water transmission lines, wastewater treatment plants,
wastewater lift stations and wastewater collection lines. The North Texas Municipal Water
District (NTMWD) water treatment and distribution components were excluded from this
analysis. The study period is a ten-year period with 2005 as the base year. The impact fee
calculation for the water and wastewater systems is based on land uses provided by the City
of Wylie. The City's Water Distribution and Wastewater Collection Master Plans were
updated prior to this impact fee update. The Master Plans are available for review from the
City of Wylie. The equivalency factors utilized in this analysis conform to the latest
American Water Works Association Standards (C700 - C703).
j:\clerical\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 2 -
BirkhofJ. Hendricks & Conway, L.L.P.
II. GLOSSARY
1. Advisory Committee means the capital improvements advisory committee established by
the City for purposes of reviewing and making recommendations to the City Council on
adoption and amendment of the City's impact fee program.
2. Area-related facility means a capital improvement or facility expansion which is
designated in the impact fee capital improvements plan and which is not a site-related
facility. Area-related facility may include a capital improvement that is located off-site,
or within or on the perimeter of the development site.
3. Assessment means the determination of the amount of the maximum impact fee per
service unit that can be imposed on new development.
4. Capital improvement means either a water facility or a wastewater facility, with a life
expectancy of three or more years, to be owned and operated by or on behalf of the City.
5. City means the City of Wylie, Texas.
6. Credit means the amount of the reduction of an impact fee due, determined under this
ordinance or pursuant to administrative guidelines, that is equal to the value of area-
related facilities provided by a property owner pursuant to the City's subdivision or
zoning regulations orrequirements, for the same type of facility.
7. Facility expansion means either a water facility expansion or a sewer facility expansion.
8. Final plat approval means the point at which the applicant has complied with all
conditions of approval in accordance with the City's subdivision regulations, and the plat
has been approved for filing with Collin County.
9. Impact fee means either a fee for water facilities or a fee for wastewater facilities,
imposed on new development by the City pursuant to Chapter 395 of the Texas Local
Government Code in order to generate revenue to fund or recoup the costs of capital
improvements or facility expansion necessitated by and attributable to such new
development. Impact fees do not include the dedication of rights-of-way or easements
for such facilities, or the construction of such improvements, imposed pursuant to the
City's zoning or subdivision regulations.
j:\clerical\wylie\2002-164 w&ww impact fees\reports\report-l ,doc
- 3 -
Birkhoff, Hendricks & Conway, L.L.P.
10. Impact fee capital improvements plan means either a water capital improvements plan or
a wastewater capital improvements plan, adopted or revised pursuant to the impact fee
regulations.
11. Land use assumptions means the projections of population and growth, and associated
changes in land uses, densities and intensities over at least a ten-year period, as adopted
by the City and as may be amended from time to time, upon which the capital
improvements plans are based.
12. Land use equivalency table means a table converting the demands for capital
improvements generated by various land uses to numbers of service units, as may be
amended from time to time.
13. New development means the subdivision of land; the construction, reconstruction,
redevelopment, conversion, structural alteration, relocation, or enlargement of any
structure; or any use or extension of the use of land; any of which increases the number
of service units.
14. Plat has the meaning given the term in the City's subdivision regulations. Plat includes
replat.
15. Platting has the meaning given the term in the City's subdivision regulations. Platting
includes replatting.
16. Property owner has the meaning given the term in the City's subdivision regulations.
Property owner includes the developer for a new development.
17. Recoupment means the imposition of an impact fee to reimburse the City for capital
improvements that the City had previously oversized to serve new development.
18. Roadway means any freeway, expressway, principal or minor arterial or collector
roadways designated in the City's adopted Thoroughfare Plan, as may be amended from
time to time. Roadway does not include any roadway designated as a numbered highway
on the official Federal or Texas highway system.
j:\clerical\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 4 -
Birkhoff, Hendricks & Conway, L.L.P.
19. Roadway capital improvements plan means the adopted plan, as may be amended from
time to time, which identifies the roadway facilities or roadway expansions and their
costs for each road service area, which are necessitated by and which are attributable to
new development, for a period not to exceed 10 years.
20. Roadway expansion means the expansion of the capacity of an existing roadway in the
City, but does not include the repair, maintenance, modernization, or expansion of an
existing roadway to better serve existing development.
21. Roadway facility means an improvement or appurtenance to a roadway that includes, but
is not limited to, rights-of-way, whether conveyed by deed or easement; intersection
improvements; traffic signals; turn lanes; drainage facilities associated with the roadway;
street lighting or curbs.
22. Service area means either a water service area or wastewater benefit area within the City,
within which impact fees for capital improvements or facility expansion will be collected
for new development occurring within such area, and within which fees so collected will
be expended for those types of improvements or expansions identified in the type of
capital improvements plan applicable to the service area.
23. Service unit means the applicable standard units of measure shown on the land use
equivalency table in the Impact Fees Capital Improvements Plan that can be converted to
water meter equivalents, for water or for wastewater facilities, which serves as the
standardized measure of consumption, use or generation attributable to the new unit of
development.
24. Site-related facility means an improvement or facility which is for the primary use or
benefit of a new development, and/or which is for the primary purpose of safe and
adequate provision of water or wastewater facilities to serve the new development, and
which is not included in the impact fees capital improvements plan and for which the
property owner is solely responsible under subdivision or other applicable development
regulations.
25. Utility connection means installation of a water meter for connecting a new development
to the City's water system, or connection to the City's wastewater system.
j:\clerical\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 5 -
Birkhoff, Hendricks & Conway, L.L.P.
26. Wastewater facility means a wastewater interceptor or main, lift station or other facility
included within and comprising an integral component of the City's collection system for
wastewater. Wastewater facility includes land, easements or structure associated with
such facilities. Wastewater facility excludes site-related facilities.
27. Wastewater facility expansion means the expansion of the capacity of any eXIstmg
wastewater improvement for the purpose of serving new development, but does not
include the repair, maintenance, modernization, or expansion of an existing sewer facility
to serve existing development.
28. Wastewater capital improvements plan means the adopted plan, as may be amended from
time to time, which identifies the wastewater facilities or wastewater expansions and
their associated costs which are necessitated by and which are attributable to new
development, for a period not to exceed 10 years.
29. Water facility means a water interceptor or main, pump station, storage tank or other
facility included within and comprising an integral component of the City's water storage
or distribution system. Water facility includes land, easements or structures associated
with such facilities. Water facility excludes site-related facilities.
30. Water facility expanSIOn means the expansion of the capacity of any existing water
facility for the purpose of serving new development, but does not include the repair,
maintenance, modernization, or expansion of an existing water improvement to serve
existing development.
31. Water improvements plan means the adopted plan, as may be amended from time to time,
which identifies the water facilities or water expansions and their associated costs which
are necessitated by and which are attributable to new development, for a period not to
exceed 10 years.
32. Water meter means a device for measuring the flow of water to a development, whether
for domestic or for irrigation purposes.
j:\clerica1\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 6 -
BirkhojJ, Hendricks & Conway, L.L.P.
III. LAND USE ASSUMPTIONS (Provided By: The City Of Wylie)
A. Purpose
Chapter 395 of the Texas Local Government Code prescribes the process by which cities
in Texas must formulate development impact fees. The initial step in this process is the
establishment of "land use assumptions" for the City upon which the impact fee program
is based. These land use assumptions, which are derived from the Future Land Use Plan
and from population projections adopted in the Comprehensive Plan, will become the
basis for the preparation of impact fee capital improvement plans for water and
wastewater facilities.
To assist the City of Wylie in determining the need for, and the timing of, capital
improvements to serve future development, a reasonable estimation of future growth is
required. The purpose of this report is to formulate growth and development projections
based upon assumptions pertaining to the type, location, quantity and timing of various
future land uses within the community, and to establish and document the methodology
used for preparing the growth and land use assumptions.
B. Elements of The Land Use Assumption Report
This report contains the following components:
1) Methodology -- Explanation of the general methodology used to prepare the land
use assumptions.
2) Service Zone Map (Plate 1) - The impact fee serVIce area for water and
wastewater facilities.
3) Base Data - Information on population and land use for Wylie for each capital
facility/impact fee service area.
4) Ten-Year Growth Assumptions - Population and land use growth assumptions
for ten years for each capital facility/impact fee service area.
5) Ultimate Population Projections - Projections that reflect a completely
developed condition, based upon the City's ultimate "build-out" scenario.
6) Summary - Brief synopsis of the land use assumptions report.
j:\clerical\v.ylie\2002-164 w&ww impact fees\reports\report-l.doc
- 7 -
Birkhoff. Hendricks & Conway, L.L.P.
c. MethodolO2:V
Based upon the growth assumptions and the capital improvements that will be needed to
support future growth, it is possible to develop an impact fee structure which fairly
allocates capital improvement costs to growth areas in relationship to their impact upon
the entire infrastructure system. The database and projections in this report have been
formulated using reasonable and generally accepted planning principles and
methodologies.
These land use assumptions and future growth projections take into consideration several
factors influencing development patterns, including the following:
I) The character, type, density and quantity of existing development
2) Existing land use patterns
3) Anticipated future land uses (as shown in the City's Future Land Use Plan)
4) Availability of land for future expansion, and the City's physical holding capacity
5) Current growth trends in the City and region
6) Location and configuration of undeveloped (vacant) land
7) Known or anticipated development projects
8) Potential sanitary sewer availability (e.g., topographical constraints)
9) Growth policies adopted in the Future Land Use Plan
A summary of the general methodology used for the preparation of this report follows:
1) Establish impact fee water and wastewater service areas (see Section II - Service
Area Map).
2) Collect/determine benchmark (i.e., base year) data on population and land use as of
January 2005 (see Section III - Base Year Data).
3) Project population and land use growth for ten years by impact fee service areas
(see Section IV - Ten-Year Growth Assumptions).
4) Project the ultimate population for a fully developed City, assuming full
development of service area(s) (see Section V - Ultimate Population Projections).
A more detailed methodology for each is contained within the referenced sections.
j:\c1erical\wylie\200Z-164 w&ww impact fees\reports\report-l.doc
- 8 -
Birkhojf, Hendricks & Conway, L.L.P.
D. Service Area MaDs
Figure lR on the following page shows the proposed servIce area for water and
wastewater facilities. The service area boundary for wastewater includes all land area
within the existing City limits, all that land within the Wylie water CCN, and those
portions of shared CCNs that Wylie will serve as development occurs. The service area
boundary for water includes all that land within the Wylie water CCN, and those portions
of shared CCNs that Wylie will serve as development occurs. A recommended priority
listing of projects for water and wastewater facilities will be outlined in the City's Capital
Improvements Program (CIP). The actual ten-year CIP upon which the impact fee
program must be based will be prepared separately, per the requirements of Chapter 395.
j:\clerical\wylie\2002-164 w&ww impact fees\reports\report-l ,doc
- 9 -
~ ~
CI~ ~
P. /1 .,,,; - " ' I ~ iI, - ~ rn 1-
riP' ....1 /, . " ~m d! ql]' ~;~ h
'I I ~ II .' ,~'" iii 1< - i I,u
1:\ , ~ I ,7 ''''';; ~ _our!:",,", "'-=. ;1' I ~ ~ ; ~ il~
\~_11 ~ \ lj! - 1111mll. -;-y 5 - Il!l
~"'l)I-] r" I. .. // ......1-,.. ~ '1
~J-~fi ' l= ~!I. - ,,~'1JWI.Fl 'rL, 1_
'lL_' i ~ ~ J-' u"'ln '1, ~.!iI~
. ',;, ~~,',,& I J H , <
-L~-'(/U\ rrD n~~~~ll/'"~ ~
=," ~ ,. ,'" ._ 1[, -,,- _ 7
~ ~ ~..--"' J ' \- .L---.... ' I
~ 'B' Iytl, ~'V: ~~ I' I.... -t~
~_'S...:}~ _ , . n- ,r,--"W ~~ .~\ \V.,
I ,t: ~ . J I ;:'i 1 i. ~V"!l~,
F- S !~~ ' tl" ~ /"
; \;~.1I ~f~ 9?"- ::s I, I-r ~ '\, ~" ,
-VI ~ 'Dill ~, ~ ~. ( , ';
= ->=L _, c.,1 .' =IUX I ~
elT".J: FaIJ~'-j ~~. '11 ~ ~,'7~'~' I\. .' .
; 11'< = ",-0 ~ _" " - - "'P G' IL"'''''' ~
,,,lJ ~,r= ' ,h' I i:i;y; loLf,. \: ~)(." --.;.~
]jj;,' _ _ I ~ ~ "~ ~ n1~ - ~ ~ ~ ~~ ~
e= r , -o," nl!,l....'" ~ .~~ ~ /
'i:li . ..... III , rm \ -.. ~j"'1 p ,r-......, -.. '" l{;{ / ^-
, ,1..,- :5.:r '. ^ 111': ,A ~ ...;:. '-'. ~ n \'<<
~I" u' \ i _ ~ '"'''' ~ nd '" .....v :r I " I
.11. A~"" ~ ~~, - '---J'\M~ !~. 1 ~"K~ - -- - /
~ "It::: i H!\Al III~ 'I k ."~ j:{' - l 1.-" ')(fJ;
~ ~ r' ,j ~~ 1 TL ... ~ ~/ "-"-, J r "" h II ~ ~ F~.r I
IF" ~ d <, h \.~ '
, """ IV.Jt T . i'I' -:,' ~ 1= ':'. ~ u' I' < ~ o...~~ I' ;:, "r. ,
I~ ,IT "" ~~ ~.n.r ~~~.. ~~ll' ~ T ~~~ C~~j ~
II>, ' \{S J Ir~LJ ". '" = F~~ "I I ,
\. ,m, T, -" ~ ~lP ~ ~..,'!r! . c.. , - ~~
II? : ~ I '"~ --:.-;' -Ie "', ',m ,I- 1 \jl ~I ~ H ~ ~
I .u 1 I '-, .eIT' I '
H 0.1 if.lii1iT ~ I' ~ , ~
I , ." """'HlIlk=lll'~r - 20 "'. '
I
.. -
-, --I
...-....--.~
1~
~
,1:,
[-J
kl
BirkhojJ, Hendricks & Conway, L.L.P.
E. Base Year Data
This section documents historical growth trends and base data for the City. This
"benchmark" information provides a starting basis of data, as established in the City's
Future Land Use Plan and updated in April 2005, for the ten-year growth assumptions.
One method of predicting future growth is looking at past growth. The historical growth
rates for Wylie are shown in Table 1 below.
Table 1
HISTORICAL GROWTH RATE
City of Wylie, Texas
Compounded
City of % Average Annual
Year Wylie Chanee % Chanee per Period
1970 (1) 2,675 0.0% 0.0%
1980 (1) 3,152 17.8% 1.6%
1990 (1) 8,716 176.5% 10.7%
2000 (1) 14,965 71. 7% 5.6%
2004 (2) 26,150 174.7% 15.0%
(1) Source: u.s. Census.
(2) Source: City of Wylie, April 2005.
Over the 30-year period of 1970 to 2000, the City of Wylie experienced a significant
amount of growth. The City is continuing to experience a significant increase in
population, housing, and commercial development activity. As of January 2005, the City
of Wylie had a total of 2,852 residential lots in various stages of development, including
recently approved zoning cases and plats. The build-out of these lots will increase the
existing housing stock as follows: 8,980 existing units (2004) + 2,852 future units (2005)
= 11,832 units or 31.8 % increase. Accordingly, it is anticipated that the City has the lot
inventory to maintain the significant increases in population and housing growth
experienced over the last ten to twenty years.
It is also anticipated that the City will continue to receive petitions for the zoning and
platting of new subdivisions. There are a number of pending development cases that will
provide for additional new residential units.
j:\clerical\wylie\2002-l64 w&ww impact fees\reports\report-l.doc
- 11 -
BirkhojJ, Hendricks & Conway, L.L.P.
Another comparison and useful base data source for population growth is the past trends
in residential construction. Table 2 shows the growth trend in residential construction in
the City from 2000 to 2004. At the end of 1999 there were approximately 5,340
residential units this is the base number for percentage of growth.
Table 2
RESIDENTIAL BUILDING PERMITS PER YEAR
City of Wylie, Texas
Year Prior Total Residential Units New Residential Units % Growth
2000 5,340 385 (1) 7.2%
2001 5,725 749 (1) 13.1%
2002 6,474 1,085 (1) 16.8%
2003 7,559 1 415 (2) 18.7%
,
2004 8,974 1,162 (2) 12.9%
Average: 959 new residential units per year over 5 years
Source:
(1)
Current Housing Estimates, North Central Texas Council
of Governments, 2000, 2001 and 2002.
(2)
City of Wylie Building Department, 2003 and 2004.
The growth in housing shown in Table 2 illustrates the recent trend in residential activity
for the City of Wylie. The trend shown here reflects that observed for the recent trend in
population growth. The City has seen sharp increases in residential growth over the past
few years. As mentioned earlier, the City's available lot inventory is increasing.
For the purposes of documenting changes in population, land use, density and intensity,
the data format to be used as a basis to formulate the land use assumptions will be
principally population and land use estimates. These estimates and the land use
inventory, from the City's Future Land Use Plan, were used to establish a beginning
baseline and updated to January 2005 for the projections for Wylie.
1) Population and Land Use
Existing land uses were documented throughout each of the service areas In
development of the Land Use Plan. Residential and non-residential building
activity for each of the service areas was then analyzed to establish base population
and employment estimates for January 2005.
j:\c1erical\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 12-
BirkhojJ, Hendricks & Conway, L.L.P.
The estimated population in January 2005 for both service areas is:
Water
Wastewater
· Population ........................... 25,325
· Dwelling Units ...................... 8,980
· Households ............................ 8,585
29,427
10,434
9,975
These residential calculations are based on the following assumptions:
. Occupancy Rate .................... 95.6 percent (2000 U.S. Census for Wylie); and
. Average Household Size 2.95 persons/household (2000 U.S. Census).
2) Land Use
Prior to an evaluation and projection of future land use patterns, an understanding
of existing conditions is essential. Documentation of existing land use patterns
within the City and its ETJ was included as part of the Land Use Plan. This data
has been updated to reflect the residential and non-resident development activity
that has occurred through January 2005. Thisdocumentation provides an overview
of the general present physical composition and condition of the City.
Table 3 shows a summary of estimated existing land uses for the land area within
the water and sanitary sewer service zones.
TABLE 3A
Existing Land Use For The Water Service Zones - 2004
City of Wylie, Texas
Acres Used Percent of
Land Use (Developed) Developed Area
Low Density Residential 1,527 21.71%
Medium Density Residential 2,352 33.43%
High Density Residential 142 2.02%
Commercial/Retail/Office 265 3.77%
School, Public/Semi-Public, Services 198 2.81%
Downtown Historic District 34 0.48%
UtilitiesIHeavy Industrial 373 5.30%
Light Industrial 2 0.03%
Parks & Open Space 88 1.25%
Agricultural 2,054 29.20%
Total Area: 7,035 100.00%
Source: City of Wylie, April 2005.
j:\clerica1\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 13 -
Birkhojf. Hendricks & Conway, L.L.P.
TABLE 3B
Existing Land Use For The Sanitary Sewer Service Zones - 2004
City of Wylie, Texas
Acres Used Percent of
Land Use (Developed) Developed Area
Low Density Residential 2,799 22.87%
Medium Density Residential 3,501 28.60%
High Density Residential 186 1.52%
CommerciallRetail/Office 482 3.94%
School, Public/Semi-Public, Services 334 2.73%
Downtown Historic District 34 0.28%
UtilitiesIHeavy Industrial 447 3.65%
Light Industrial 155 1.26%
Parks & Open Space 213 1.74%
Agricultural & Floodplain 4,090 33.41%
Total Area: 12,241 100.00%
Source: City of Wylie, April 2005.
Table 4 shows a summary of estimated existing land uses (as of April 2005), in acres
per 100 persons, assuming 3 people per ESFU for the land area within the water and
wastewater service areas.
TABLE 4A
Existing Land Use Per 100 Persons
For The Water Service Zones - 2004
City of Wylie, Texas (1)
Acres Per
Land Use Cate20rv 100 Persons
Low Density Residential 5.84
Medium Density Residential 8.99
High Density Residential 0.54
Commercial/Retail/Office 1.01
School, Public/Semi-Public, Services 0.76
Downtown Historic District 0.13
Utilities/Heavy Industrial 1.43
Light Industrial 0.01
Parks & Open Space 0.34
Agricultural 7.85
Total Area: 26.90
(1) Based upon 2004 population of26, 150 persons. Source: City of Wylie
j:\clerica1\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 14 -
Birkhof[. Hendricks & Conway, L.L.P.
TABLE 4B
Existing Land Use Per 100 Persons
For The Sanitary Sewer Service Zones - 2004
City of Wylie, Texas (1)
Land Use Cate20ry Acres Per 100 Persons
Low Density Residential 10.71
Medium Density Residential 13.39
High Density Residential 0.71
Commercial/Retail/Office 1.84
School, Public/Semi-Public, Services 1.28
Downtown Historic District 0.13
UtilitieslHeavv Industrial 1.71
Light Industrial 0.59
Parks & Open Space 0.81
Agricultural & Floodplain 15.64
Total Area: 46.81
(1) Based upon 2004 population of26, 150 persons. Source: City of Wylie
F. Ten-Year Growth Assumptions
Growth is characterized in two forms: population (residential land use) and
nonresidential land use. Several assumptions were necessary in order to arrive at
reasonable growth rates for population and employment in the City of Wylie. The
following assumptions were made as a basis from which 10-year projections are initiated:
1) Future land uses will occur as shown on the Future Land Use Plan.
2) The City will be able to finance the necessary improvements to the water and
wastewater systems to accommodate expected growth.
3) School facilities will accommodate expected increases in school-age population.
4) Densities will be as projected, based upon anticipated zoning districts.
5) Known or anticipated development projects will occur as presently planned.
The 10-year projections, or land use assumptions, are based upon the establishment of a
reasonable growth rate based upon past trends and/or other considerations. Considering
the increasing trends in population and housing growth (Table 2) and the City's
proximity to the Dallas/Fort Worth metropolitan area and combining these factors with
anticipated development projects provides a reasonable indication of growth potential.
Based upon these assumptions, the annual average number of residential dwelling units
constructed per year over the next 10-year period is projected to be 900. A household
size of 2.95 persons per household with an occupancy rate of 95.6 percent was used to
j:\clerical\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 15 -
Birkhoff, Hendricks & Conway, L.L.P.
calculate the future population based on the projected residential activity. The 2004
population of 26,150 (Table 1) is projected to increase to approximately 51,520 by the
year 2015, representing a compounded annual growth rate of 7.02%. This rate would
generate an average population increase of about 2,537 persons per year. The following
shows the formula for calculating the ten-year growth assumptions:
Residential:
900 dwelling units x 0.956 occupancy rate = 860 occupied dwelling units/year
860 occupied dwelling units/year x 2.95 household size = 2,537 persons/year
2,537 persons/year x 10 years = 25,370 persons net 10-year residential growth
"Note: It should be noted that the 10-year population and housing projection assumes growth potential
within the existing municipal boundaries and the existing extraterritorial jurisdiction (ETJ).
These projections do not assume residential growth beyond the existing ETJ "
This rate of growth (7.02% compound annual growth rate) is a reasonable rate for Wylie
to be expected to grow at over the next 10 years. The growth rate projected for Wylie is
less than the compounded annual growth rate over the last 14 years (8.2%) and is
consistent with other comparable cities within the region. The region, in which Wylie is
located, is one of the State's fastest growing population and employment centers.
Table 5 shows the average annual compounded growth rates for other cities in the area
and for Collin County from 1990 to 2000:
TABLE 5
Populations and Growth Rates of Area Cities
and Collin County -- 1990 and 2000
Compounded Average
City/Jurisdiction 1990 Population 2000 Population Annual % Chan2e
Wylie 8,716 14,965 5.6%
Allen 19,315 43,544 8.0%
Frisco 6,138 33,714 19.0%
McKinney 21,283 54,369 10.0%
Murphy 1,547 3,099 7.0%
Piano 127,885 222,030 6.0%
Prosper 1,018 2,097 7.0%
Collin County 21 9,212 415,219 7.0%
Source: Us. Census, 1990 and 2000.
j:\clerical\wylie\2002.164 w&ww impact fees\reports\report-l ,doc
- 16 -
BirkhofJ, Hendricks & Conway, L.L.P.
Table 5 illustrates that the regional growth pattern is continuing to move outward from
Dallas toward the City of Wylie. Those cities that experienced the greatest amount of
growth from the 1980s to the 1990s have achieved significant levels of build-out and
those cities further north have begun to experience significant population and housing
increases. Those cities north and west of Wylie are currently experiencing growth rates
similar to those projected for Wylie through 2015.
The projected annual growth rate for the City of Wylie and the resulting population
projection of 51,520 persons for the 10-year planning horizon is considered reasonable
for planning purposes. As mentioned, this growth is projected throughout the City's
water and wastewater service area, with a substantial amount of the growth being beyond
the current municipal boundaries during the next ten years. The above mentioned growth
rate represents growth throughout the water and wastewater service zones.
It is anticipated that most of this projected growth will ultimately be incorporated into the
City service area limits for several reasons:
1) More stringent environmental laws pertaining to septic waste systems.
2) Increasing insurance rates outside corporate City limits.
3) The City's progressive philosophy regarding water and sewer line extensions.
4) Proposed upgrading of construction standards in the City's ETJ.
Changes in population affect the use of land. In the case of Wylie, increased population
is due to the conversion of vacant or agricultural land into residential and other land uses.
Non-residential development will increase in order to provide the goods and services that
the increased population will demand. The estimation of the additional acres to be
developed for the next 10 years will aid in the determination of demand for additional
water and wastewater facilities.
J:\c1erical\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- ] 7 -
Birkhoff, Hendricks & Conway, L.L.P.
Table 6 shows the additional Retail/Office, Commercial, and industrial land uses
required for the increase in population projected through 2015 (25,370 people).
TABLE 6A
TEN-YEAR LAND USE PROJECTIONS -- 2015
For The Water Service Zones - 2015
City of Wylie, Texas
Future Acres Acres Required For
Land Use Per 100 Persons 25,370 Persons
Commercial/Retail/Office 1.80 457
School, Public/Semi-Public, Services 0.67 170
Utilities, Heavy and Light Industrial 2.50 634
Parks & Open Space 1.03 261
Total Acres: 6.00 1,522
Source: City of Wylie, Apri/2005.
The future acres per 100 persons reflect those ratios that have been observed for Texas
cities with healthy local economies. It should be noted that these ratios also closely
reflect the existing land use mix for Wylie's water and wastewater service areas. The
ratios are used to calculate the amount of non-residential development that the local
population may support.
G. Ultimate Population Projection
An ultimate, or holding capacity, land use and population projection was also established
in the City of Wylie's Future Land Use Plan. First, known densities of development were
considered. Then, based upon the remaining developable vacant land in Wylie and its
ETJ, densities of anticipated development projects were applied. The ultimate population
of the City of Wylie is a function of anticipated residential land use area (acres), housing
density (dwelling units per acre), and population density (persons per dwelling unit).
Based upon the land uses identified on the Future Land Use Plan, the total ultimate land
use areas of residential development were calculated using the density standards adopted
as part of the Future Land Use Plan. The ultimate holding capacity for the planning area,
assuming that each residential area is built out to its maximum capacity, generates a
maximum population of approximately 75,600 persons for the sewer service area,
excluding the unincorporated lake areas.
j :\clerical\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 18 -
Birkhoff, Hendricks & Conway, L.L.P.
H. SUmmary
The data used to compile these land use assumptions were from three sources, anticipated
development for the City of Wylie, residential building data and other data from the City,
and information from the Future Land Use Plan. The ten-year growth projections were
calculated based upon reasonable growth rates and trends for Wylie and the surrounding
area. Ultimate projections were based upon the holding capacity of vacant land using
land use types and applying densities as established by development policies, the Future
Land Use Plan, and known proposed development plans.
The land use assumptions may be summarized as follows:
1) The Wylie wastewater planning area contains approximately 24.19 square miles,
about 50% of which is presently undeveloped land or right-of-way.
2) The 2004 estimated population in the existing water service area is 25,325. The 2004
estimated population in the existing wastewater service area is 29,427.
3) The ten-year growth projections were calculated using a compounded average annual
growth rate of approximately 7.02%.
4) The ten-year population projection for Wylie is approximately 51,520 persons inside
the water service area and 57,996 in the sanitary sewer service area.
5) The ultimate (build-out) population within the water service area is approximately
55,900 persons and 75,600 persons in the wastewater service area, according to the
adopted Land Use Plan.
j:\clerical\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 19 -
Birkhoff, Hendricks & Conway, L.L.P.
IV. DEFINITION OF A SERVICE UNIT - WATER AND WASTEWATER
Chapter 395 of the Local Government Code requires that impact fees be based on a defined
service unit. A "service unit" means a standardized measure of consumption, use generation,
or discharge attributable to an individual unit of development calculated in accordance with
generally accepted engineering or planning standards. This update defines a water and
wastewater service unit to be a 3/4-inch water meter and has referred to this service unit as a
Single Family Living Unit Equivalent (SFLUE). The SFLUE is based on the continuous duty
capacity of a I-inch water meter. This is the typical meter used for a single-family detached
dwelling, and therefore is considered to be equivalent to one "living unit". Many single-family
dwellings were constructed with 5/8-inch meters in the City; therefore, 5/8-inch meters are also
considered one "living unit". Other meter sizes can be compared to the 314-inch meter through
a ratio of water flows as published by the American Water Works Association as shown in
Table No. 7 below. This same ratio is then used to determine the proportional water and
wastewater impact fee amount for each water meter size.
TABLE NO.7
Living Unit Equivalencies
For
Various Types and Sizes Of Water Meters
Continuous Duty
Meter TVDe Meter Size Maximum Rate (2pm) (a) Ratio to %" Meter
Simple 3/4" 15 1.0
Simple 1" 25 1.7
Simple 1 Yz" 50 3.3
Simple 2" 80 5.3
Compound 2" 80 5.3
Turbine 2" 100 6.7
Compound 3" 160 10.7
Turbine 3" 240 16.0
Compound 4" 250 16.7
Turbine 4" 420 28.0
Compound 6" 500 33.3
Turbine 6" 920 61.3
Compound 8" 800 53.3
Turbine 8" 1,600 106.7
Compound 10" 2,300 153.3
Turbine 1 0" 2,500 166.7
Turbine 12" 3,300 220.0
(a) Source: AWWA StandardC700 (1995) - C703 (1996)
j:\clerica1\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 20-
Birkhoff, Hendricks & Conway, L.L.P.
V. CALCULATION OF WATER & WASTEWATER - LIVING UNIT EQUIVALENTS
The City of Wylie provided the existing water meter count by size category as of January 2005.
In total, there are 9,344 water meters serving the existing population of 25,325 residents and
business. Table No.8 shows the number of existing meters, the living unit equivalent factor
and the total number of living unit equivalents for water accounts.
The City also provided wastewater accounts as of December 2004. There are 10,743 accounts
serving 29,427 residents. Table No.9 illustrates the existing account and SFLUE's.
Using the growth rate provided by the Land Use Assumptions prepared by the City, a straight-
line extrapolation of water meters and wastewater accounts were calculated for the year 2015.
Living unit equivalents were then applied to the water meters and wastewater accounts for
2005 and 2015 resulting in a total number of living units. The difference in the total number of
2005 and 2015 living units results in the new living unit equivalents during the impact fee
period. The calculation of living unit equivalents is summarized in Table Nos. 8 and 9.
TABLE NO.8
Water Living Unit Equivalents 2005 - 2015
2005 2015
Number Living Total Number of Living Total New SFLUE's
Meter of Water Unit Number of Water Unit Number of During Impact Fee
Size Meters Eouivalent SFLUE's Meters Eouivalent SFLUE's Period
5/8"&3/4" 8,991 1 8,991 17,720 1 17,720 8,729
1" 148 1.7 252 292 1.7 496 244
2" 185 6.7 1,240 365 6.7 2,445 1,205
4" 12 28.0 336 24 28.0 672 336
6" 8 63.0 504 16 63.0 1,008 504
Totals: 9,344 11,323 18,382 20,413 11,018
TABLE NO.9
Wastewater Living Unit Equivalents 2005 - 2015
2005 2015
Equivalent Number Living Total Number of Living Total New SFLUE's
Meter of Water Unit Number of Water Unit Number of During Impact Fee
Size Meters Eouivalent SFLUE's Meters Eouivalent SFLUE's Period
5/8"&3/4" 10,390 1 10,390 20,477 1 20,477 10,087
1" 148 1.7 252 292 1.7 496 244
2" 185 6.7 1,240 365 6.7 2,445 1,205
4" 12 28.0 336 24 i 28.0 672 336
6" 8 63.0 504 16 63.0 1,008 504
Totals: 10,743 12,722 21,134 i i 22,938 12,376
j:\clerical\wylie\2002-l64 w&ww impact fees\reports\report-l.doc
- 21 -
Birkhoff, Hendricks & Conway, L.L.P.
VI. WATER DISTRIBUTION SYSTEM
Birkhoff, Hendricks & Conway, L.L.P. Consulting Engineers prepared computer models for the
years 2005 and 2015. The models were developed from residential population projections and
planning units provided by the City of Wylie. Employment population was considered in a
similar manner. The land areas follow closely to the construction of major facilities in the
system as outlined in Figure 2. These facilities include major distribution lines, pump stations,
ground storage reservoirs and elevated storage tanks.
All computer models were run for the Maximum Hourly Demand and the Minimum Hourly
Demand to insure proper sizing of the facilities to meet peak demand periods.
A. Existin!! Pump Stations. Ground Stora!!e Reservoirs & Elevated Stora!!e Tanks
For purposes of this Impact Fee, the existing Nortex, North Texas Municipal Water
District and Newport Harbor Pump Stations, ground storage reservoirs and two elevated
storage tanks are considered fully utilized in the impact fee calculation.
TABLE NO. 10
Water Distribution System -- Existing Pump Stations & Ground Storage
Number of Total
Number Rated Ground Ground Storage
of Capacity Storage Available
Pump Station Pumps (MGD) Tanks (Gallons)
Nortex 2 0.86 1 900,000
NTMWD 4 2.88 1 * 1,700,000
Newport Harbor 4 5.84 1 500,000
Total: 10 9.58 3 3,100,000
* - As directed, 1,700,000 gallons of 10 million gallon clear wells are assumed to be available for the City.
Elevated Stora!!e Tanks
South Ballard Elevated Storage Tank
Regency Elevated Storage Tank
Capacity in Gallons
250,000
750,000
1,000,000
Total
The pump stations and ground storage facilities were analyzed with the maximum daily
demand, while elevated storage act dynamically and therefore are analyzed utilizing the
difference between the Maximum Hourly Demand and the Maximum Daily Demand.
j :\clerical\wyhe\2002-164 w&ww impact fees\reports\report-l.doc
- 22-
Birkhoff, Hendricks & Conway, L.L.P.
B. Distribution Lines
The distribution lines consist of all lines within the service area boundary supplying water
to customers in the City of Wylie. Lines vary in size from 5/8-inch and 3/4-inch services
to 24-inch transmission lines. Unless it is expected a smaller diameter water line will be
constructed by the City of Wylie, only those water lines 12-inches and larger in diameter
were considered in the Impact Fee calculations. The cost of water lines includes
construction cost, appurtenances (water valves, fire hydrants, taps and the like), utility
relocations; purchase of easements and engineering costs. Financing cost over a 20-year
term is included for each project.
Records for existing water lines were unavailable and existing distribution lines were not
included in the impact fee analysis. Unit cost for proposed capital improvement water
lines 12-inches and larger in diameter were classified as City initiated water lines including
the full cost of the facility. Developer initiated water line projects, 12-inches or less in
diameter, were not included in this Impact Fee analysis, as the cost for these size lines are
the responsibility of the developer.
C. Water Supply
The City of Wylie currently receIves all of its water supply from the North Texas
Municipal Water District (NTMWD). Wylie's allocation of the capital cost of services as
a customer of the NTMWD was specifically excluded from the impact fee analysis.
If included, Wylie's share of the NTMWD capital cost could include the original
construction cost, expansion cost, financing cost, engineering cost and real estate cost of
the following components:
I) Water Rights Cost in Lake Lewisville and Other Reservoirs
2) Raw Water Intake Structures
3) Raw Water Pump Stations
4) Water Treatment Plant and Expansions
5) High Service Pump Stations
6) Transmission Lines
7) NTMWD Owned Ground Storage Facilities
8) Metering Facilities
j:\clerical\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 23 -
Birkhoff, Hendricks & Conway, L.L.P.
D. Water Distribution System Capital Improvement Projects
In order to meet the demands of the anticipated growth over the next 1 a-years, as provided
in the Land Use Assumptions, certain water distribution system improvements are
required. Figure 2 shows the recommended system improvements and Table No. 11
itemizes each project and the project cost. These recommended improvements form the
basis for the Water System Impact Fee Calculation.
Actual capital cost, including construction, engineering and easements of the vanous
elements of the existing water distribution system was utilized where the information was
known. The existing cost of facilities was determined from records provided by the City
of Wylie. Where actual costs are not known, an average cost in 2004 dollars has been
calculated. The average unit cost is from a limited survey of projects, which bid recently,
plus an estimated cost for engineering and easements. There are many variable factors that
can have a significant impact on the actual construction cost of a project such as local
conditions, material cost increases and fuel cost increases to name a few.
The capital improvement plan provides for system improvements within the defined service
area. Some of the system improvements may be physically located beyond the boundaries
of the services area, but are necessary to provide adequate system service and capacity.
j:\clerical\wylle\2002-164 w&ww impact fees\reports\report-l.doc
- 24-
I I
I I I 1 I 1
eo", 1 1 1 I
:..~ I I I
~ 1 I I, I, I. I., I.
'" I" I. n II .. III ..
~ ~ III .. U 011 011 011
()I ()I X ! J
''$, i -~,
~. I ~ uu
~ ..1 lUU iI uu m~
~ Ii. 1 ~~m I : ~ !!!! .. iiii
iiiii . iiii e.
'1
ti Cl. ~
~..' I l~1 I Cl. ' IW ii
,~ !!. ! !!. ! .
~ iiii iiii .. '1
.10
,~ . II ti
~.. .1 ~IIII
~ II
~~ ::IIII! I
~
~
" ~ti jlll 111!i
" IIII Ilil
" " I I
" .'- e i iOlOloo-1 :
.'
.
-
i
I
2 i I
~ i i i
~ DDDD
<< II
~ ~ g
~ DO
~ 181
~ I i I
~ ~ i i
~ ODD
~I~II
III
8 ODD
,'.
Birkhoff, Hendricks & Conway, LLP.
(]i J -/'2006)
Table No. 11
CITY OF WYLIE, TEXAS
WATER DISTRIBUTION SYSTEM
10-YEAR CAPITAL IMPROVEMENT PLAN
Water Lines
OpinIOn of
Project Construction Debt Service
No. Year Proiect Size Cost (1) (2) Total Proiect Cost
LI 2005 Creekside Distribution Line No. I 20" $ 866,000 $ 545,581 $ 1,411,581
L2 2005 Creekside Distribution Line NO.2 16" - 20" $ 416,500 $ 262,395 $ 678,895
L3 2006 Newnort Harbor Distribution Line No. I 12" - 24" $ 1,396,000 $ 879,480 $ 2,275,480
L4 2007 Creekside Distribution Line NO.3 16" $ 568,000 $ 357,840 $ 925,840
L5 2008 F.M. 1378 Distribution Line No. I 12" $ 449,000 $ 282,870 $ 731,870
L6 2006 Westg:ate 20" Waterline Crossing at F.M. 544 20" $ 97,500 $ 61,425 $ 158,925
L7 2007 State Highway 78 Distribution Line No. I 20" - 24" $ 942,000 $ 593,460 $ 1,535,460
L8 2008 State Hig:hway 78 Distribution Line NO.2 16" - 24" $ 830,500 $ 523,216 $ 1,353,716
L9 2009 Henslev Lane Distribution Line No. I 12" $ 916,000 $ 577,080 $ 1,493,080
LlO 2005 East Alanis Drive Distribution Line 12" $ 250,000 $ 13 1.250 $ 381,250
LlI 2010 Lake Travis Drive and Canyon Lake Drive Waterlines 8" $ 99,000 $ 62,3 70 $ 161,370
Ll2 2012 East Side Water Distribution Lines 12" $ 473,000 $ 297,990 $ 770,990
Ll3 2012 Woodbridg:e Water Distribution Line 8" - 12" $ 740,000 $ 466,200 $ 1.206,200
Ll4 2007 Pressure Reducing Valve Vaults 8" - 12" $ 314,500 $ 198,135 $ 512,635
Ll5 2007 Brown Street and Sanden Water Lines 12" $ 300,000 $ 189000 $ 489,000
Subtotal: Water Lines S 8.658.000 $ 5.428.292 $ 14,
Pumpinl!: and Storal!:e Facilities
OpinIOn of
Project Construction Debt Service
No. Year Proiect Capacity Cost (I) (2) Total Project Cost
PI 2005 Nortex Pumn Station Improvements - Phase I 2.3 MGD $ 163,000 $ 102,690 $ 265,690
SI 2005 Creekside Elevated Storag:e Tank 2.0MG $ 2,883,260 $ 1,816,454 $ 4,699,714
P2 2006 Nortex Pumn Station Improvements - Phase 2 5.9 MGD $ 358,000 $ 225,540 $ 583,540
S2 2006 Newnort Harbor Ground Storage Reservoir NO.2 2.0MG $ 1,255,200 $ 790,776 $ 2,045,976
P3 2006 NTMWD Pump Station Improvements - Phase I 6.1 MGD $ 941,000 $ 592,830 $ 1,533,830
P4 2007 Newnort Harbor Pump Station Improvements - Phase I 8.3 MGD $ 160,000 $ 100,800 $ 260,800
S3 2007 Nortex Ground Storage Reservoir No.2 1.5MG $ 913,000 $ 575,190 $ 1,488, I 90
P5 2008 Newport Harbor Pump Station Improvements - Phase 2 11.5MGD $ 160,000 $ 100,800 $ 260,800
P6 2009 NTMWD Pump Station Imnrovements - Phase 2 9MGD $ 130,000 $ 81,900 $ 21 1,900
P7 2012 Nortex Pumn Station Improvements - Phase 3 8.8 MGD $ 135,000 $ 85,050 $ 220,050
S4 2012 Ballard Elevated Storage Tank Replacement 1.5MG $ 2,675,000 $ 1,685,250 $ 4,360,250
S5 2012 Newport Harbor Ground Storage Reservoir No. I (New) I.OMG $ 844,000 $ 531,720 $ 1,375,720
S6 2012 Nortex Ground Storage Reservoir No. I (Renlace) 1.0 MG $ 675,000 $ 425,250 $ I, I 00,250
P8 2014 NTMWD Pump Station Improvements - Phase 3 10.9 MGD $ 136 000 $ 85,680 $ 221,680
Subtotal: Pumpine and Storaee Facilities S 11,428,460 S 7,199,930 $ 18,628.390
J:lClerical\Wylie'2002164 Reports' Report W.WW CIP.xls'Water
- 26-
Table No. 11
CITY OF WYLIE, TEXAS
WATER DISTRIBUTION SYSTEM
10-YEAR CAPITAL IMPROVEMENT PLAN
Birkhoff, Hendricks & Conway. LLP.
(21/ ./'2006)
Previous Water System Bonds
Debt Service
Year Proiect % Utilized Principle (Actual) Total Cost
2002 Wylie Water & Sewer Bonds laJ 50% of Total 45% $ 232,875 $ 99,024 $ 331,899
2000 Wylie Water & Sewer Bonds ra>. 20% of Total 45% $ 132,300 $ 61,632 $ 193,932
2000 Regency Elevated Storal!e Tank 20% $ 257,000 $ 159,340 $ 416,340
1999 Wvlie Water & Sewer Bonds laJ 50% of Total 50% $ 277,500 $ 118,533 $ 396,033
1999 Wylie General,Water & Sewer Bonds ra>. 22.2225% of Total 50% $ 226,114 $ 80,343 $ 306,457
Subtotal: Previous Water System Bonds S 1,125.789 $ 518,871 S 1.644.661
PI E
annIDl!: xpenses
Opinion of Debt Service
Year Proiect Cost (I)(b) (2) Total Project Cost
2005 Update Water Svstem Master Plan $ 26,000 $ - $ 26,000
2005 Water Impact Fee $ 20,000 $ - $ 20,000
Subtotal. Planning Expenses: $ 46.000 S 46,000
Total Expenses For Impact Fees
Debt Service
Proiect % Utilized Principle (2) Total Cost
Water Transmission Lines 86.2075% $ 8,658,000 $ 5,428,292 $ 12,143,440
Pumpinl! and Storal!e Facilities 80.1041% $ 11,428,460 $ 7,199,930 $ 14,922,108
Utilized Percental!e of Previous Water Svstem Bonds 100.000% $ 1,125,789 $ 518,871 $ 1,644,661
Planning Expenses 100.000% $ 46,000 $ - $ 46,000
Subtotal: Previous Water System Bonds $ 21,258.249 $ 13,147,093 S 28,756.209
Notes:
(I) Opinion of Cost includes:
a) Engineer's Opinion of Construction Cost
b) Professional Services Fees (Survey, Engineering & Testing)
c) Cost of Easements based on $15/L.f. of Open Cut Installation unless planned installation in existing right-of-way
(2) Debt Service based on 20-year simple interest bonds at 6%
J:\ClericaJ..Wylic\2002164' Reports"Report w-ww CIP.xlsWater
- 27-
BirkhofJ, Hendricks & Conway, L.L.P.
E. Utilized Ca pacitv
Utilized capacity for the water distribution system was calculated based on the water line
size required for each model year (2005, 2015 and build out). Master planning of the
water distribution system is based on the maximum daily demand, maximum hourly
demand, and the minimum hourly demand. Pump station capacity is generally based on
the maximum daily system demand while transmission and distribution facilities are sized
based on either the maximum hourly demand or the minimum hourly demand, whichever
demand is greater for a particular water line. Often times, the capacity of a water line is
determined by the flows generated by the minimum hourly demand. The minimum hourly
flows are usually higher in those lines that are used to refill elevated storage. For each line
segment in the water distribution model, the build-out flow rate in the line was compared
to the flow rate in the same line segment for the 2005 and the 2015 models.
The percentage of utilized capacity was calculated for each year based on the build-out
capacity. The utilized capacity during the Impact Fee period is the difference between the
year 2015 capacity and the year 2005 capacity. Table No. 12 below summarizes the
project cost and utilized cost over the impact fee period of 2005 - 2015 for each element of
the Water Distribution System. The utilized capacity for each water distribution facility,
both existing and proposed, is presented in detail in Impact Fee Capacity Calculation
Tables Nos. 13, and 14.
TABLE NO. 12
Summary of Eligible Capital Cost and Utilized Capacity Cost
Utilized
20- Year or Capacity ($) in
Outstanding the
Water System Facility Pro.iect Cost CRP Period
Existing Water System Bond Projects $2,386,391 $1,228,321
Existing Regency Elevated Tank $2,081,700 $416,340
Proposed .Pumping, Storage & CCN $18,628,390 $14,922,108
Proposed Transmission/Distribution Lines $14,086,292 $12,143,440
Planning Expenses $46,000 $46,000
Total $37,228,773 $28,756,209
j:\clerical\\"ylie\2002-164 w&ww impact fees\reports\report.l.doc
- 28 -
~~
"-,CO
~.~
~~
.
C
1:
.
~
~
::ti
~
~
"'
...
Q
..
....
00
~ 00
~
00 ~ ....
~....
< ....:5
;.<
~ ""....
:l ....<:.;
. i:lo ~
0 ::l::;:i:l:i
;z: ...'"'~
~ ...z....
... ~o<
= ~ E:~
<
.... o..Q
=~
...'"'00
c~o
",,[!l~
Qi:l:i
i:l:ii:lo
~
....
<
~
;e 0 0 00 0 0 - ~ ~ ~ 0 N M 00 ..
0 r:: ::!; ", ~ ,... " N 0 .,., " ~ ::
", 00 " M 0 0 ~ ,...
~ .... '" 0" ;t; ~^ .,.,^ ..; ~ OO^ S' ~~ '" ",^ 0" ...
.c r- " " -D ~ :e: M ", ~I ,... ...
'5 0 ;;;: ~I '^' ;;;: ;;; ;;; N " '"
... :>: N <A <A <A <A ,,' N :!
..5 u <A <A <A <A <A <A
... <A
~
"'i! ;e 0 0 00 s; 0 ,... ~ 0 ~ 0 N M .,., '"
~ N ::!; ~ " .,., 0 .,., ;:': ~I 01)
;6 ", ,... " M 0 N ",^ ~I ,...
'" 0" ;t; ~ ~^ ~ R 00 0" 3 '" '" "'" .,;
;:; :!l " " " ", 0 ~I ", N ~I '"
0 N ~ N^ N -, N 0- ...
"E' '" N^ <A ;;; <A <A <A ;;;; <A <A .".^ ..; ,..,.
... <A <A <A <A <A ;;:;
=
'"
=
u
0 0 0 0 0 0 0 0 ~ ~ 0 0 0 ,... 01)
<A <A <A <A <A <A <A <A N <A <A <A ...
N " ...
01) 0" :;i =
0- '"
8 0- 3: '"
... <A <A
<A
~ r- .... ~ ~ "'" ~ ~ ~ "'" "'" ~ ~ ~ "'" ~ ~
.c '5 0 0 ~ 0 0 ~ ~ 0 0 0
... ~ 0 0 0
! 0 0 0 0 0 0 0 0 s 0 0 0 0 :g
..5 ... S S 0- ", S S ", ", s S 0- ",
"'i!
a :!l "'" "'" ~ ~ ~ "'" ~ ~ ~ ~ "'" ~ ~ ~
;:; 0 0 0 0 0 0 0 0 0 0 0 0 0 0
'" 0 0 s; 0 0 0 0 0 0 0 0 0 0 0
,~ ... 0 S 0- S 0 ", ", s s S 0- 0- 0-
- -
=
'" ~ ~
= 01) ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
u 8 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 M
0- M
<A " 0 0 0 0 0 0 Si Si ~ 0 ~ ::!; Si '"
,... 0 ~ N 0- ~ ", 0 '"
~ 0- 00 ,... " 0 N o-^ ", ,... N ...
C '" o' 0" .,.,^ .,.,^ ~ 00 ~ 0" ~~ - ;:; ",' 0" ..
'" u " " " ~. " 00 0 ", ~ ...
... 0 N N N ", N N " '"
N <A <A <A <A <A <A <A ;f, "'" :!
"ii ~ <A ;;; <A <A <A <A
~
"0 c <A
... .,':
..- ~ 0 0 0 0 0 0 Si Si ~ 0 ~ ~ Si '"
.:c ~ i 0 0 N ", ~ ", 0 ...
00 00 ,...^ " 0 N ~ " " N '"
~ 0" 0" 0" N^ '" ~^ :~i '" N' ::;;^ .~~ ::;;" ='
0- 0 0 M 0 ~I [;; N ~ 00 ~
~ ;:; ..5 ,... ;;; .,., N <A " <A <A 00 ".
= <A <A <A <A <A <A <A ,..,.
~ ~ ~ <A <A ..
~ -a
~ '" '~ e
... <ii
ell
C ~ ~
u ~ =
" "E :>:
.~
;; ~ ~ '/. "'" "'" "'" ~ ~ ~ ~ "'" ~ ~ ~ ~ ~ ~
ell " :'0 :'0 -D " " " " " " " " " "
00 .:c
'" ~ ..5
e
" 0 0 0 0
... olj 0 ~ 0 0 0 Si 0 0 0 0 8
0 0 0 0 0 ~ 0 0 0 Si 0 0
.. N 0 0 0 ", 0 0 " 0 0 0 ,...
" .. :2 0" 0" o' 00 ::; '" '" ~ 0" N^ N ,,' :i =
.: .: ~ ~ " ;;; " ;;;; ", ;;;; ;;; ::!; ...
<A <A <A <A <A <A ;;; ,...
~ - <A ..
~ ~
" ~
'0iJE--
"
fool
0 0 0 0 Si 0 0 0 0 :g 0 0 0 0 '"
0 0 0 0 0 0 0 0 0 Si " 0 '"
0 0 0 0 " ,... 0 ~ 0 N 0 ,...
::;;" 0" 0" ~^ "'" i. ..; 0" Si' 00 ;:f ,...^ 0" ,..,.
" .". " " & ~I N M " ..
c ;;;; M ;;;; " 00 ;;; ;;;; E^@ '"
u <A <A <A <A <A <A <A ~
<A ..
I .~ (5 Cl (5 (5 (5 Cl (5 Cl
c:J c:J c:J c:J c:J c:J c:J c:J c:J
= :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2
'" 0 ~ ~ 0 0 ~. ,... o. .,., N " 0 .,.,
c " ~ 0-
.,': U N - 0- - 0 - 0 ~I ~; -
00 - N ~ a- " a- S
-
~ " ,... 00 - " ,... 00 - N -D a- ,,", ~ 0
" " 0 0 0 0 0 0 0 0 0 0 0 ~ 0
~ c 0 0 0 0 0 0 0 0 ~ 0
U ~I N ~I N N ~I N ~I N N ~I ~I
:!: :!: :!: :!: M :!: :!: :!: :!: :!: .,., ~ ~ '0
11 ~
;; ~ "ii
al
~ " ...., - ^jj ~ 0-
! ~ u ^jj
c c 6- ^" ^"
.. '" c c
0 ::!- ~ 6- '" ~ ~
~ N ..
~ - E f- f-
! Q. (; .~ (; Sf " ~ ~ 'i
e ~ ~ ~ '" ~
" c " 1': c ~ '" " 1': ~ :; '0
" 1': .S: 1': ~ 0 '" c ~ 0
,g i:lo ~ ~ ~ ~ ... ~ ~ ~ Vi ~ ~ ~ 'e Vi Vi ....
~ .. ~ > ~ ~ > ~ > 1 Q. ~ > .,!j l -g ;5
ell '" > 2 ~ > 0 ~ 2 > 0 '" ;;
'" ,.Q 0 2 5. I c e 0 5. 5. > 'u
e .. :; 5. '" :; Q. I :; 0 5. ~ '" ~ ~
~ ~ 0 " ~ '"
= '" Vi ~ Vi e Ii) i:lo ~ r:;i iii iii
= ~
... .... = ." " - = 1 - ~ - = - c:J c:J
- 5 ~ ~ c i:lo ~ ~ ~ Q ~ ~ ~ 'e :2 :2 'e
.. = = ~ ~ ~
'" 0 = " 0 .. " " 0 " 0. " " 0 .,.,
Q. 0 .c .c 0 .,!j .c .c 0 .c ~ .c .c .c '" 0
~ ... ... ... ... ... ... ... ... Q. N - Q.
.. .... 0 0
'" =- '" - - .. ..
z - - - z - :::. :::. - - z - - - i:lo ~ i:lo
~
.~ -= N " .,., ~ ;;: N ~, ,... " M " 00 - "
e z: ell ... ... ell ... ell ... ell ... ... ... ell en
...
...
Q
..
....
00
~ 00
~ ~
00 ~ E:
<
;.< .... :5
~ "" u
.... <
r-i i:lo <
~ ~
:5 i:l:i
... ;z: ~
....
~ 0 <
~ E: ~ '"
.. N
0 = "
... ; z
.... .... E:
U 00 00
Q ;:;
~
i:l:i
~
....
<
~
'"
"@~
'-'"
." 0
~]
.~ g
wZ
2~
~~
-.I~
f~
a
i!
"
.ll
~
~
Iti.
i
0;:
;.-
Q
~oo
oooo~
~l:l:5
~~i:l:i
"It........~
... ,u <
o~::~
Z;::e
~ :> ... i:lo
... .. .... 0
~ ~ ""
.... 0 ~ e
t~~
Ui:l:iO
~i:l:i
....i:lo
-<
~
"
l
{
~
~
'l
~
~
2
i
E
~
ol1.,
0':
~
11
"
~
..
f
II
i
1
~
"t
.s
~
's-
~
~
.s
-
I;
..
u
]
:c
;:l
~
..
..
u
'il
.!!
'<i
;:l
~
.
~
l
,~
~
'~
~
"
~
.~
E
l
..
'~
,S
f",
.U
~~
'" -
i~
1 .r
;.: ,~
ti 0
'a-~
-; .~
~l
~ II
.S oS
n
ij.x
l{
'ij
l5 "-
,Ii ~
~~
~~
"Sia
" ~
.H
~ ti
,n
~.2..
8 -I
"',!!
i]
.8 ';:
~ a
~ ~
ll's-
::'-;
~~
~..
~i
","t
. .S
..
..
::iE:
~ '2'i
tl=-u
{:.
..~
~ ..
il ,-
Q ~ ..
~~:5
.. .. ..
: 'E't
,..~{;)
... ~ ;j ~
~ 'e 5 ~
Q~!~
~.."":'
. at
~ ~
.e
gf~
'C ..
,s=-
J:
~~al
-:.. s:
"'''' ..
.. '" "
..-."'" ..
III
C
...
~~al
..:.. s:
~:::: -
.,.... ;;;;
aaaa
~
~~
-~ :
Q 3l
r-
UT
......
III
C
...
~
,.., ..
0""
~~
.."''''
~;!~
J
.lJ
]
S
'i5.~
u-;;;
"iu
~
;l
It
1~~
I ~1
N~'"
~ ..
:~
tl
Ji
9_-0
,~~ ~
'1""'4 :~;; ~
~
'"
J
.lJ
]
i
...
-<
~
OJ
'f
~
en
C>
""
t:.
'2
o
u
-
o
..
B
Q
'Z
Q,I
=
::3
=
.S
-=
~ ~
1;; 0
.- ;,; ~ ~
Q II
l!
~ 'ij
~ ~ 8 8
t :., -:,....
u ion-
I :a
... u
..:I Ji
o ~~~~
~ ~ '" - '"
.~ ,~
...
g. .!!
~---
~i
e-e
.~ .5
Q~
...
~~
~E,
..~
,S!- e
... ..
z
;fI.;fI.";fI.
~~:;:
~~5
;~a~
"""Ii -
~~ 5
.. ..
~~~
cOoc"r;:
,... '" '"
...~..
~6~a~~a~~
~~~ ~ ~~
""~ Zi ""=
~
~~~
...."''''
...~...
~5~~i~ai~
~ ~ ~~.
~! ~ ~~
.,.~ ""~;;
~
aa~aaaaa~
rr
~~~~s~s~
~
~~
~~~~~~~a:;
OQOl;l 00 00
tr
~~~~!nHs
~
<
8
G:;Ul,a:.la~a~,i
CI.l_f'I"I I() ~~
~ II"l f"'l r-- _ I:""
~~:~ ~ ~~
l ... ..
j
==
~
=, ~ ~
l>:i....
~~~
....
j~
...!il,..."l
~a~1<l
~ t::l'l
.lJ
;
- ..!!
~- ~
~ ;fI. i;;j
li( ","
l! -<
,- II>
"'i]~.!:l
a:il...!~~~~
-< '" ~ ~ - Q,I
Q,I -;"'tl~en
.~ .s ~
~ ,11 .....
~i --
C> ll_'"
P 1:1i~ zc:i s;;;&
-..:s:r II>~~~
N .~ ~ ;;; == u...,.,.
..:I.:; ::3~
c:i ~= = ~
~] :!~
~ .5 ~ ! ..6 'f
.J~ .cb)
.~ ~- ~ J
j~ o.c
.C 8\02 of ~~~
~:- '=Ji
Q ,S .... ~
~ l=-::::- 1:: ii
2';; ~~82 g,F~~
~.:.:: ~-""~~ ~ i.............
'CI G.I:" N"'; it 8 ""
~ .~ Z ']1
r..; 'il .;. i
M ';-..:1 0:;
C g......., O.,gOl\OV\"ltf""l
Z ~NP"I Z laOlOOMNO
3... ~"''''t~ ~"'''' ..
~,~.~ i'Q'~
~ - ~- ~ z
~;E_,_ ~
.... ... .... j;j N N N M N t'\l N N
~
~
...
~
05 \C ~
i~~
j
~
'"
..
;;
~a~
lotS =
00 ...
:;; ...
----.,.
;1;o;Z
OIR'" i
i ,...
:;; ...
--=
a~~
'7lF"
::JO
-
~
..
--
88
m
",' '"
S 5
~~
o\~
"'....
;;::::
~
r--" r:
:Q ~
... ...
~a~~
f:f a
:ll ...
~~~~
~ ~
~ ~
a~a:il
~s~
~ss
..
sss
I~~ a ~
-. ~
,.., ..,
.... ,...
... ...
o
:;;;
...
..
'"
...
!.!
"'...
"'-
;;;..
--c;
~~
lI"i~
"'-
;;;..
~
~..
r
T
'"
..
~
!>
~
~5
... ..
~
~
:!l
..
-;;:;-;;;
... ...
..... ....
i~
.... '" ,... 0 ;;
~"':g""'~
~ t 5
'" ,.,
... .. -
...
~aia~
, , -
.... .. ...
~ ~ flIl
'" '" ;;,
aaa~lJ:
~s~s
~~~s
~~~~
i~~:.I~
'ii .. '"
is '" ...
-: ~ =.l
.. ..
;::
":.
~
~
..
$'
;;;
~
]-
! ~
...",';"~srg
i'~~8i5. c
~~<ea~ ~
"" J Q.)I ~ "" Il't
"".~ i
, ";j
Q,I ~
en ~
C>
....
t:.
$
....
~
...
u
>
'"
o
....
"il
l,::
~
,d!
~ '"
-= ,5 I
- ]
e ~
-< f..
e i
'r;: ";l
.~ ~ 5 "6 ~
-8 = tfJ ~ ~
~-5~ ~g
c:i 0' ~ il
:z;= ~
~~ cu="
._.=_ 0 ~
~-;i l~~
.~ "5 .!! ~
j i- = ~
:55 ~~
CIIIv:l'O UON
Sl- S:-
~ ~ ~ ~
"'.lj-""ll
~_' 8"'~]~ ~~!~
~~~~.,; "'~;"'"
u ~ ~ ~
~ :: .;, '0
..:I ~-..:I Ji
8C;~ Q :JClClr-- c:S B-~~
... ... N "B ~ j N ~ i ~ ~ ~ ,-,
~ III ~.2. II
'" e'~ oil e l
~~ - ~~---
~
i~-~
- ~ li
$~~ ~<
.!:l a Q,I
o ~ '~""8l".!:l !!;
!~i~..:~enN
"0'\ ~:'~CI.) ;~
:.....f.. o-.e"
~ i ~ =
~:i --'i
~ ~ - i
. -!II-- c:i ; 8
~ll~ :Z~M
~~'" ~-;:::1
"'1\ . ~ ._ ~....
= ~ ..:I :~
O;j e: === = ~
CIII 0 0 u
e t ;: ~
i ~" ",::I;;
>; :il... D "
Q,I ~ .- F.
:E~ -=3=
... ~ ... <
Q,I !-Q
~ II QO i
~ ~ ..... ,5
a c ~.~ 0 ..,
e'"iiN ~a:t;N N
M,~ .c: ~
-= i ~ .~ .~
Sl ClIl,~~:i:=Z]~ ~_'
!' 1: 0 -.... n:_t
';.ii ~ .f! ~ ("'i
~ ,- 00-
,.15 I.ta
~ ]-~ j
ci ~~ c D;!~~~
2: c'" Z c.....,.,..,.,..ro"I
;~~ l~~
~ of"g ~.~.~
~ ,l!l ~ ,21
eN ~N
~
l
~
"
:Jr.lO
" '" -
" - 0
]::(c;
~:;;:;;
j
5
'"
::l
~
.;
..
;;;
:2
~
ill
'"
....
~
:;;
~
;fI.
'"
'"
a
or
~
8.
i
~
a
'"
~
!!!
..;
I
f
l
'3
~
i
.
1
1
I
t
~
..
2
i
en
~~
....i~
r~
d
l
..
J1
~
~
1:;:;
~
ii;
;.-
Q
~~
rIlrll~
~l:l..J
"-l~CZ::
:! ~ ... ~
O'IIi~~
:31l."
~ ~ ~ ~
~ ~ S ~
>~~
!:OOIl.
l.J=:r:o
"-lCZ::
...Il.
<
~
~
'eo
"
~
~
~
.~
8
I
oS
";;
~
~
ol1.,
:l1
~
l
"
~
~
'0
~
'r
Ii
~
"
{J
~
'S
~
's-
~
~
.s
~
l
Ii
l
~
e
~
~
~
,~
E
'"
~
"
~
'e
~
'r.
~ ;:.
ol1.,!
~y
"'...
i~
l .~
;.: .~
ti ~
~~
';: "i
all
~ ~
'; ~
~~
l{
l{
,~ ~
] ~
.~ ~
t U
"S"i:
" ~
.n
~ Ii
.n
~.e.
~H
"',!!
.5 Ci
l!
~ ~
: l
~'s-
~'-;.
~~
l'.;;
B
:]
>
~
e
..
v
'il
,~
'"
5
I~
~
..
u
il
.~
'S
;;0
I~
~
>-r;;;-
ll~
s;: f' ~
'ii...a
{:.
..~
.l5.!!E
,!;:!J..
...:':5.5
~.2 i
'" ~ E
N~Ui
-~!~
i~..:!
c~.s~
;;;
oaia
Ut;
- "
tlv
~
" ~
::i~
~u~
<
!f~
'C ..
.....
Q 11
...
~~r-~
M~ I"'!. e8A eo
"ItOM.
.N""'N
." _ t,n ...
~""'''''';;
00000=
-............-
i ~
11 :;
;;;; ..
VI
C
N
o,.......~
5~~~
:;~~~
....""'....;;
~aaa=
~ ~
~ a
...
aaa~
aaaa!);
g
N
.."8
c 't:
'C ..
8'"
!
~~~
~~ss
~
o
N
~~~
~s~~
..
sss
s ~ ~ t';
8
N
~.:2~~
:i::f~:;f
~;;:i~
..
l~a~~oo
15 '"
P"'\ roi
'" '"
~~ ~
.. ..
i
"
v
-..
"
:!
"
Q
~~~~;:
~;:f;i~~
,;t::""':;;:;
8
'il
g
.. i
~ ~ ~ 1
~ i....."'.... 5g
i: ",8.8:,~~- ~.i::S.
~ ~;::oc)::~ rJ ~~
C/) ~fI"I""MllCI"..9O\
Q\~"" ....M< ~"'"
~ ;; Q.) ~
'~ ~ ~
-. o'i'i i: ~
n ~.
~ ~
~ ~~8:~ c:l'I ~~
"= ~ E ~ 5 ~:i ~
.- ::E ~ ""'..... - ~ "'"
..:I!Z ,,~
~ ~ ~ i
.E~ ss
El ~~~
is! ~~
~ i .. ~
>,2 iS~
= lXlIDOO"lt ~ 8N
~ ,E - - N = 'iI-
.c5 :3~
.211 'li >, II
:c fS:88:i:.!! ~s:
~~Q..-.:r~lIlt(I'J;""r-
!!_M f"ol1n57.oi"
en .~ == ,r
. t;i , lit
0Cl 'B c:l'I 'il
..:I ,!l ..:I .s
~ ~~&l!:: ci 20-.....,
t i"'''''''l!~ ~"'..,~'"
..... Ii.!!, ,i
e '8, rn e 't5,
lilo .~ N l:lo ft
c: NN ~NMNN
:iil
o
......
l;;
...
~i
e"5
.. "
c:::'
...
..~
C ...
~e
!.1i
,- e
... ..
Z
i
~ ~
~<
~
OJ
"f
"
en
Q\
~.
t1.- t1.
"~, '" I
.. = -a c:;----o ...
8=-688.....
:!~'iili lie
~-;::~ "'OE
~ '2 ~
~ ~ VJ
.~ ~ ~
... a ~
Q ll---- - -
Ql3~ (I) \}; ~
~~~ "g ::3
..:I~'" ~;;;; =
= JF== '" ~ ~
~.lJ = = J
<<'g :;::~ ~
~Ua ~.E1i =1;;
N"=S 2ol::Q" ~'_!:lol
; .~ 1;; 1 '.: ~
" :~ - is u - ~ ~
.~~ ~,~ -';8
Qu "=.l! ~~
oS ... CUgN
fIlic:OO ~'oN ~u.-
'~'c ~li ::liS
f .: ~ u ...
&-0 ~ _ Vi ~ _ J:> 'fi
o~~s: :i:...28 8"g<8
~..:::.e_M "1.~~r-~ r-..C!l;V\
~ ~ i": - ~ .~.. .. ~ '~~.
..:. '~ ..:- ~ ~ ~
:3 ~-:31-~ li
~!~~ ~l!~~..~;::i~~lQ
it,i IIi It1
l:lo ft l:lo ,~ =- .~_.
~NN ~NN ~.,NNN
~_ a ~
..... ..,
'" -
;;;; ..
~
~~-:.
, ...
... ...
'" -
;;;; ..
---
aaa
rr
n-
..
n-
n=!
::} ~
~ ~
'" ..
c:;----o
..... ...
'"1. .,.
N N
~ ~
-
~ai
Raa~5
~ ~~
l.'i ...-
..
----,."
ga;
. '"
:::: on
~ ~
~aa~~
, ,'"
~ ~~
... ..-
..
i'i"i
aaaaa
IT"
..
~~H;~
Tr
..
~~s~
.. ..
Tr
~HHs
P1
J:: l::
... ..
aaa~!
orJ" ....- "l5
on "0
.. .., .."
... "'-
...
~
r: c'
'" ..
... ...
'" ..
~..
..,
..,
...
-
$i
...
~<
i::S 8 ~
. ,OJ
~ ~ oE
~ ;,; ~
en
c:l'I
t--
~
~
~
...
Ie
.;
~
~8
'"1.0'1
~:g
..or;
t1.
\Q Ci "i
t: <
~8<58
~..t.~~~
""." i:: .- ""
~ I
en ~
c:l'I '"
~ g
o..-,j :f6 00
~ ~ ~
"~ ,!l ~
- 2
= 15
~ ~
= <
= :g ]
~ .t:: 1i
'" '"
15 ~
~ ~
-c ~
~ l!~
'= 1
;(
~~t;
M OD ~
I
C>
:3
...
"!
~
ga~aa~_
. ...
.. N
6 ~
8aaaa~
. ...
... N
a :;l
aaaaaSi
~ssss
~sss~
..
ss~~t';
2aaaa~
::l ::l
~~
u ;;;
. -
'ji ...
~
"
ii
~
~
is
~~
.~ M
'B
~
~
~ ~:::a~~;~
1 ~ ~ i
~..~.! -e
cij e"'8, rii
l:lo .J!
~NN-'MN
~a~
'00. vi'
~ i
~
:2.. ~
on _
- ..
:; ..
~
n=
::;:~
Ir
..
IT
P1
;I ~
i1<
~n
w'" 0.
~a a
'CO
a
...
E
g-
'"
~ Ii
-. i ]
... '"
I~ '~n
,~,~ '-!-8 8
: ~ ~ ~
~
(n !::!
c:l'I
t--
~
:l:
:1
::l
..
;;;
;fI.
"
2
5
'g I---
~ e ~
= s ~
;.j Q,,;;
... ~
~ ~f"""""=
~ ,~
Iln ~ 1;;
~ ; '8
'g .s
<< ~----
(n ~
all "
'iI
u ...
c _
Ii
;l
!-
~~ ~
.g M N
.~
II
.....
..
~
I
J
]
~
j
I
f
~
f.
~
...
"
"
...
...
en
=
.. ~
st e
~=
.
~ J!
..:Iu-
o ~ VI....
'Z 8~~
~ 'i :
.~.I i
e.~ tIJ
lilo ft
~IN N
~~
...~
f~
a
l
.
-!J
'"
"9-
~
'\il
~
ii;
...
Q
;:lC/}
'"'foil
C/}C/}z
<~::s
~~=
:! '"' '"' ~
,r.s~<
o ... ~ ~
Z;;:J~1
~~"'e::
~ ~ ~ I,J
'"' 0 ~ &l
...C/}C/}
!:~~
I,J=O
~g:
<
~
..
II
1
~
Ii
'<;
~
.~
~
~
~
oS
~
~
E
~
~
~
l
"
&.
f
..
'60
Ii
l
l
~
]
~
....
~
a
~
~
'0
g
..
u
~
5
..
I~
"
..
..
U
]
:a
::l
..,.
~
f
li
'!
'~
~
a
~
i
."
E
11
"
..
'~
-5
..
Ii
~t
1J:':"$'
...,l;
i ,~
],r
i.: ,!j
tl ~
'a-~
~j
~l
'H
p
'is' ~
.!:ll
~
li
1 ~
~
,~ ...
u
.n
~~
d
] ~
~.a.
~ ,~
~~
.5 S
l.~
.is e
~ e
.. ~
~'o--
.~ "-.;..
~~
1;'''
~i
::]
J$ .tt ! t1.
J> E .. :!
C~!.12
..
..
~-M
....ll-
~ Q'1;:
~~o
{?
00-
- c 11
i!:E-
Ci-:!
~!i!
: tl ~
~ 'E ~
N~f;3
13
"5. "
..-
U-:;;
- "
~u
{?
~t;:;
~a~
<
t~
iij
E ...
i5~
'"
ia-
.=l~
~]
.- e
... ..
z
'0
f! .!
'1: ..
0'"
Q t
~
III
c;
....
III
~
!~
;~
Q t
'"
~
o
N
8
N
l
"
u
'0
..
a
..
t
<(
f:l
'E
~
Q
t'l
r--
GiJ
III
t
<(
~
..
.~ .~
~ ~
c:l'I
~i
:g~
[; ,~
~ c
~ e ..
-5 ~ ~
> Jl
""~-
,5 2
~ 8
ll-
=: i
~j
'"
t ,~
~ ~
~ ~
~ .s
= !
z"
tl'i
,~1'l
e 'e
~ ::
~....
~~
~i
s~
!i
S\~
~
'"
~
~
:5
~~
~=
on '"
.... ....
on '"
~ ~
~!
.. ..
~
;!
~a
!
] ~
.. \,I
~ ~
:l
~
;
~
ti
!
:!;
..
...
o
..
~
!
::
5
~
.tl
N
...
..
..
..
~
;
~
1
I
1
i
~
!
~
I
I
~
~
.~
~
Oil
~]
.S '"
il ;
,So ]
'~ :~
.....s
8&
, ,
_ N
Birkhoff, Hendricks & Conway, L.L.P.
VII. WASTEWATER COLLECTION SYSTEM
A. General
At this time, the majority of the wastewater generated in the City of Wylie (concentrating
in areas adjacent to the present city center) flows by gravity and a combination of lift
stations and force mains to the Wylie Wastewater Treatment Plant located near the center
of the City and the new Muddy Creek Regional Wastewater Treatment Plant southwest of
the City center. A small amount of current wastewater flow is handled through local
residential septic systems. The Wylie Wastewater Treatment Plant has an average daily
flow capacity of 1.0 MGD and a peak flow capacity of approximately 2.0 MGD. The
average daily flow capacity of the new Muddy Creek Regional Wastewater Treatment
Plant is 2.5 MGD and the peak flow capacity is 5.0 MGD. A planned expansion to the
Muddy Creek Regional Wastewater Treatment Plant will provide an average daily flow
capacity of 5.0 MGD and a peak flow capacity of 10.0 MGD.
For the purpose of this impact fee study, the Lake Side Collection Basins are not
expected to commence development, to a significant degree prior to 2015. Therefore,
infrastructure improvements are not planned or included in the impact fee calculation.
Muddy Creek, Cottonwood Creek and Rush Creek Basins are anticipated growth areas.
1) Muddv Creek: Muddy Creek includes the bulk of the existing development and
produces the predominant volume of wastewater flow to the Wylie Treatment plant.
The Muddy Creek Basin will add approximately 18,398 to the population by 2015.
2) Cottonwood Creek: Generally south of the City center is. an expected growth area
where approximately 4,342 will be added to the population by 2015.
3) Rush Creek: Generally east of the City center is an expected growth area where
approximately 5,829 will be added to the population by 2015.
B. Collection Lines
The wastewater collection system analysis, a more static system than the dynamic water
distribution model, covered all of the drainage basins within the study area. The
wastewater project cost includes necessary appurtenances, purchase of easements, utility
relocation, pavement removal and replacement, and engineering costs. For existing
Impact Fee projects, actual costs were utilized where known. Future project cost
estimates were based on 2005 average unit cost per linear foot and include engineering
and construction cost. An allowance of$15 per linear foot was included for easements.
j:\clerical\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 33 -
Birkhoff, Hendricks & Conway, L.L.P.
The natural ground in the area to be served by the Wylie Wastewater Collection System
varies in elevation from approximately 460 feet above mean sea level near the Muddy
Creek Regional Wastewater Treatment Plant to 620 feet above mean sea level near the
northwest City Limit. There is a natural divide running generally North to South near the
Wylie city center (following Ballard Avenue to the Pleasant Valley Road).
Generally speaking, the fall of the land on the west side of this divide is to the southwest
and includes five main basins. These basins are (from south to north) Lower Muddy
Creek, Tributary 1 to Muddy Creek, Tributary 2 to Muddy Creek, Tributary 3 to Muddy
Creek and Upper Muddy Creek. The natural creeks, whose. basins will collect
wastewater through the installed system of trunk lines, flow into the geographic area
normally serviced by the North Texas Municipal Water District.
The fall of the land on the east side of this divide is to the southeast and includes three
main basins. The basins are Cottonwood Creek (near the City center), Rush Creek (east
of the City center) and Tributary 1 to Rush Creek (east of the main channel). These
basins flow naturally into Lake Ray Hubbard. Flows in the City of Wylie service areas
are collected in Lift Stations at the downstream limit of the service area and lifted over to
the Muddy Creek basin.
C. Treatment
The Wylie Wastewater Treatment Plant is located near the City center. Currently, this
plant serves the City center through both a gravity flow collection network and a network
of lift stations, force mains and gravity sewers. It also serves some additional developed
through a network of lift stations, force mains and gravity lines. The new Muddy Creek
Regional Wastewater Treatment Plant was constructed southwest of the City center. An
expansion of the Muddy Creek Regional Wastewater Treatment Plant is currently being
designed. The North Texas Municipal Water District operates both treatment plants.
D. Caoital Imorovement Proeram
The wastewater facilities shown in Figure 3 include City constructed collection lines,
trunk sewer lines, lift stations and force mains.
The cost of the City constructed treatment plant and gravity sewers that are included in
the Impact Fee Update are itemized in Table No. 15. The project locations are shown in
Figure No.3. The projects shown in Table No. 15 represent those required to meet the
needs ofthe projected growth as provided in the Land Use Assumptions for Impact Fees.
j:\clerical\wylie\1002-164 w&ww impact fees\reports\report-l.doc
- 34-
~
l
]
.
'\
~ ,~-
\
)1
I
I"
I
l'oil~:
~ ~~
:il~ ~i'
~~ ~~
~ ~~,
~~ ;~I
~
~
~- -
/
~
m
Birkhoff, Hendricks & Conway, LLP.
(21-12006)
Table No. 15
CITY OF WYLIE, TEXAS
WASTEWATER COLLECTION SYSTEM
10-YEAR CAPITAL IMPROVEMENT PLAN
WASTEWATER COLLECTION LINES
Subtotal: Wastewater Collection Lines
Size
30" & 42" $
$
$
Debt Service 2)
$ 1,369,200
$
$
$
$
1 69200 $
Total Project
Cost
3,977,200
Pro' ect
Lakes Relief Sewer
2 608 000
3 977 200
TREATMENT FACILITIES
upmlOn 01
Construction Total Project
Year Project Capacity Cost (1) Debt Service (2) Cost
2006 Treatment Plant Expansion #2 5MGD $ 5,000,000 $ 3,150,000 $ 8,150,000
$ - $ - $ -
C::::I Subtotal: Treatment Facilities I 1$ 5,000,000 i $ 3,150,000 i $ 8,150,000 I
MUDDY CREEK WASTEWATER INTERCEPTOR SYSTEM & PREVIOUS BOND SALES
utlhzeo Amount ot' Total Project
Year Project Capacity Bond Sale (1) Debt Service (2) Cost
2004 NTMWD Muddy Creek Interceptor System (Bond 1) 95% $ 2,039,840 $ 1,111,089 $ 3,150,929
2004 NTMWD Muddy Creek Interceptor System (Bond 2) 95% $ 9,416,875 $ 4,589,260 $ 14,006,135
2002 Wylie Water & Sewer Bonds @J 50% of Total 95% $ 491,625 $ 209,050 $ 700,675
2000 Wylie Water & Sewer Bonds @ 80% of Total 95% $ 1,117,200 $ 520,448 $ 1,637,648
1999 Wylie Water & Sewer Bonds @J 50% of Total 95% $ 527,250 $ 225,212 $ 752,462
1997 Wylie Water & Sewer Bonds @ 22.225% of Total 95% $ 429,617 $ 152,652 $ 582,268
1988 NTMWD Contract Revenue Bonds (tlJ,100% of Total 100% $ 355,000 $ 43,924 $ 398,924
I I Subtotal: Treatment Facilities I i$ 14,377,407 i $ 6,851,635 i $ 21,229,041 I
PLANNING EXPENSES
Year Pro'ect
Wastewater Master Plan
Wastewater 1m act Fee Calculation
Subtotal: Plannin and 0 erations
Wastewater Collection S stem CIP Grand Total:
ost
Debt Service (2)
$ $
$ $
$ $
$ 11 ,370,835 $
Notes:
(1) Opinion of Cost includes:
a) Engineer's Opinion of Construction Cost
b) Professional Services Fees (Survey, Engineering, Testing, Legal)
c) Cost of Easement at $15/L.f. of Open Cut Installation
(2) Debt Service based on 20-year simple interest bonds at 5%
Report W-WW erp.xls
- 36-
Birkhoff, Hendricks & Conway, L.L.P.
E. Utilized Caoacitv
The Land Use Assumptions from the City of Wylie were utilized to calculate the utilized
capacity for the wastewater collection system based on land absorption from population
growth projections. The population and employment growth in each wastewater drainage
basin was determined utilizing the DSA growth projections. These growth rates were
utilized to calculate 2005 and 2015.desigri flows. The following summarizes each design
flow component utilized to calculate the wastewater design flows.
1) Population Based Flow: For the purpose of this wastewater impact fee study an
average per capita flow of 110 gallons per day (gpcd) is a reasonable basis for the
design of the wastewater collection and treatment facilities. Peak flows associated
with this per capita rate have been estimated for various segments of the collection
system by using the following formula (PF = (5/(population/l000)^0.167). The
formula takes into account the estimated population, and, indirectly, the area of the
drainage basin to be served. This method gives a ratio of peak to average flows
varying from a maximum of 5,0 times the average flow for a population of 1,000 or
less to 2.32 times the average flow for a population of 93,700 (includes 18,000 for
the City of Murphy).
2) Non-Population Based Flow: Non-residential average flows are estimated based on
an average daily flow per acre for each non-residential land use category. The
following were used for average daily flow per acre for each category:
Business/Commercial Corridor: 1,600 gallons ... CommerciallRetail: 1,400 gallons
Neighborhood Services: 1,200 gallons ....,........., Public/Semi Private: 1,000 gallons
Heavy Industrial: 2,400 gallons .......................... Light Industrial: 2,000 gallons
Parks/Open Space: 5 gallons .............................. Floodplains: 0.01 gallons
A 2.0 Peaking factor was used for each non-residential land use. The combination
of per capita and non-residential based flow is the basis for aggregate dry weather
flow in the basins.
3) Infiltration and Inflow: Groundwater can infiltrate into the sanitary sewer system
through faulty sewer pipe joints, tree roots, breaks in sewer pipes and manholes and
faulty service lines. Infiltration creates an average day flow related burden on
wastewater collection systems and treatment plants. Infiltration is fairly constant
and not necessarily based on temporary storm based events. Normal plant capacity
j:\clerical\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 37-
Birkhoff, Hendricks & Conway, L.L.P.
must be designed to handle infiltration related flows. The City can embark on
programs to rehabilitate lines that contribute significant infiltration volumes when
economically and environmentally feasible, and/or desirable.
Inflow is generally related to storm based events that increase groundwater and
surface water flow into the sanitary system. The additional flow is generally
recognized to enter through manholes, service lines, roof drains and storm drains.
Inflow related flows could cause surcharged sewers, overflows at manholes and
peak flows to surpass the capacity of the treatment plant. The wastewater
collection system planning calculations include a combined infiltration and inflow
rate of 400 gallons per acre per day (gpad) for the entire wastewater service area.
This flow is not peaked.
The percentage of utilized capacity was calculated for the design flow of each study year
based on the build-out capacity. The utilized capacity during the Impact Fee period is the
difference between the year 2015 capacity and the year 2005 capacity. Table No. 16
below summarizes the project cost and utilized cost over the impact fee period of 2005 -
2015 for each element of the wastewater system. The utilized capacity for each existing
and proposed wastewater facility and collection line is presented in detail in Impact Fee
Capacity Calculation Tables Nos. 17 and 18.
TABLE NO. 16
Summary of Eligible Capital Cost and Utilized Capacity Cost
Utilized Capacity
$ in CRP Period
2004 NTMWD Mudd Creek Interce tor S stem Bonds (1)
2004 NTMWD Mudd Creek Interce tor S stem Bonds (2)
2002 W lie Water & Sewer Bonds 50% of Total
2000 W lie Water & Sewer Bonds 80% of Total
1999 W lie Water & Sewer Bonds 50% of Total
1997 W lie General, Water & Sewer Bonds 22.2225%
1988 NTMWD Contract Revenue Bonds 100% of Total
$3,316,767
$14,743,300
$737,533
$1,723,838
$792,065
$612,914
$398,924
$4,254,300
$8,150,000
$40,600
$34,770,241
Total
(1) Muddy Creek Trunk Sewer - Wylie Share at 61%
(2) Muddy Creek Regional Wastewater Treatment Plant - Wylie Share at 61%
$3,150,929
$14,006,135
$331,899
$775,727
$316,826
$214,520
$79,785
$3,403,440
$8,150,000
$40,600
$30,469,861
j:\clerical\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 38 -
<>.:
..j
..j
i
"
a
~
..
-B
~
"
~
~
Q
..,
~
Oil
>-
=
i:
00
""
r..l
00""
~I-<
r..lU
~!-<~
o::3'~
ZS:~
~~~
ll:l""oo
;;;o~
>0:
I-<r..l
"'1-
u<
~
r..l
I-<
00
<
~
r..l
..l
;;;J
=
!iJ
u
00
\.ol
U
...
;>
"
~~
t~
r..lu
===
~o
""t:
1-<""
oou
>==
oo~
o:~
r..l
I-~
<""
~;j
~u
00>
<Q
~@l
..l::E
<ex:
z""
e~
~o
~d,
~~
",,<
~<IJ
u~
>0
==~
~~:o
::1! 5 ~
~~~
i= :is .~
oo~~
~."
r..lzf
:::g
..
r-
,.,
.;;
8
~
;:!;
'"
~ ~ ~ ~ 0 $ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
] ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N ~ ~ = ~
o~~~~O~~VN~ ~~~~~~~~o~~
~~Eg~~~~~~~~~~~~~~~~G~~
~ ~
~
U) Vi ~ (A fA ~ fA ~ (A fA Vt ~ tt'7 (,l1li) flf'7 ~ V} fA U'} ~ ~ (f)
:::-
~
e
'"
~
.,
.5
M M ~ ~ ~ 0 ~ ~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ M ~
; ~ ~ ~ d ~ ~ : : ~ ci ~ ~ ~ ~ ~ : ~ ~ ~ ~
~ ~ 0 g ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~~~~NO~~~ ~~~NO~~_.-_~~M~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N N N ~ N ~
'"
'"
~ tA ~ tA 6ft ~ EA ~ Vj ~ U) ~ (A ~ ~ (A ~ ~ ~ ~ ~
~~r;{~~ooggSr;~8~~
~ ~ ~ ~ 8 ~ ~ g ~ ~ ~ 0 ~
~;::ft~~~~6~:ft~0\~~~
~ ~ ~ ~ ~ ~ ~ M M ~ N N
g
.5
8 ~
M 0\
r- 0
r-
.,.;'N'
N N
:::;~~~~~
..Q .....: 00 M r...:
00 \0 v N \0 _
~~~q~~
N
lI'l
..,.
....
~
...
:€
lI'l
~ .-A iIlI9 fI4 ~ ~ 6l'!t ~ ~ 69 f;lq 69 ~ c,q EA ~ ~ ~ ~ ~ .-:t ~
~I
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ g ~ ~
~ ~ ~ ~ ~ ~ ~ ~ ~ '~ 8 ~ ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~
t"l ..,.
..; ..;
tft. '*' '$. 'ffl. ~
g8:q8~
.,., .,., \0 .... r-
~ -.:i ~ ~ ~
..
0-
'r;
C
;e
888 8 8 8 8 888
s;igs;iggs;iggs;is;i
~r:o~~::;~~~~~
r- \C r-- r- r- 00 00 ....' ....' 0
I
oll
~
~
!
i
i
~
o 0
o 0
g g
r- 00
M~
:= ::
888
~ ~
vi t"...
- N
o
o
g g
-:'''1
00 ..,.
~ ~
8 8
d d
Vl Vl
.... ..,.
f""'l~ ~
... ...
8 8 g
s;ig8
'" ... ....
vi";":
..". \0 :!;
....
tfi ~ ~ ~ f;') 'Vi t'-t ~ ~ fA v:t fA fA En tn ~ &'It ~ ~ En fA
~
>-
?;> ;g :g ~ 8
.~ 0 0 0 0
aNN N N
i
l""') "l:t V') \0
(500 <5
N N N N
~ 00 ~ 0 N ~ ~ ~
<5 0 <5 ~ 8 8 ~ ~ ~
N N N N N N N N 0
~
OOO'\O_N
8 goo 0
N N N N N
...:
..j
..j
"
~
"
a
~
"
il
~
"
~
~
"
~
Oil
>
~
;;;1
E-<
00
""
""
1:I.l~
~E-<
""U
~I-<~
o::3'~
~~~
..l~1-<
=",,<IJ
~o~
>cr.:
E-<Iol
-I-<
U<
~
Iol
I-<
00
<
~
""
S
~
""
I:
U
00
""
U
;>
cr.:
~
I-<
=--
""~
=Vl
~8
""ll.
1-<(0<
~~
!Z~
I-<z
<0
~G
!:;j
00
<~
~""
..lB
<
Z>o
e~
~~
~""
""~
1ol<IJ
==Q
Uz
>0
~=
Q..J~
;;;1<'0
::1!l5
I ~ ~
~gt5
~ ~~
;a~~
~~
:::g
..
....
,.,
.;;
8
N
~
N
~ ~ ~ ~ ~ ~ ~ 0 0 ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
s ~ ~ ~ $ ~ ~ $ ~ ~ ~ .... ~ ~ ~
~ ~"'~"2~~~"~"~~~r:~~~
ai ~ ~ f:: ~ ;e ~ ~ ~ ~ ~ ~ ~ ~ ~
~
~
:a ~ ~ ~ ~ ~
~ R ~ ~ :i g
N '" 0 tn 0
..o-..6ot:ir-:' 001"')
00000000 00 "lI::I"
r"'" r- r- r- r- r--
..,.
...
<A <A <A <A ..., ..., ..., ..., lo'l lo'l lo'l lo'l lo'l lo'l .... .... .... ..., .... ....
~ ~ ; ~ ~ ~ ; ~ ~ ~ : ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
-.0 00 ~ ~ ~ ~ ~ ~ ~ ~ N ~ N 0 ~ ~ _ N ~ ~
~ 8 ~ ~ ~ ~ ~ 0 ~ r- 0 N N ~ ~ 00 ~ 00 N =
~~~~~~~~~~~B~~~~a~a~~
~ N
.5
.... .... .... .... ..., .... ..., lo'l <A <A <A <A .... .... .... .... .... .... ..., ""
o
..
......~
e 00
N ~
'i~
l!! N
.,
.5
~ M ~ ~ 00 M ~ ~ M 00 00 00 ~ MOO ~ ~ ~
v N ~ r- v r- 00 v 00 N ~ ~ ~ ~ M ~ V 0 N
~ ~ ~ ~ M ~ ~ ~ N ~ N 0 ~ ~ N ~ =
o ~ 00 N ~ ~ 0 ~ ~ 0 N N ~ ~ ~ ~ 00 N =
~qr-~~Nr-~~N ~ ~~~~M.
~~~~$~~~~~~S~~~~~~~
....
fA fA fA .... fA .... .... foI') fA <A fA .... fA fA .... .... fA fA '" '"
I'$. ':!e ':!e
B ~ 8 8
&! or; :;:, :;:,
~ ~ ~ ~ ~ ~ ~ ~ ~ ~_o
8 0 8 r- M l,f) r- 00 ~
~ ~ ~ ~ ~ ~ ~ M ~ ~
~ '1e.
8 8
N t"l
..; -i
~ ~
8 8
~ '"
-i ..;
~ ~
..; ..;
o 0 0 0 0 000
o 0 000 000
g s:i g g ~ ~ g g
i~~~.rd:~~~~
.~ v ~ ~ ~ 0 N V ~
'C M ~ M ~ ~ . . .
Q.
8 8 8 g g g 8 g g g 8 15
~ g 8 8 g g s:i g 8 g s:i g
~~:;..~~~~:--~~~~
~ 0 M ~ ~ 0 M ~ 00 _ '" ~
. ~ ~ ~ ~ ~ ~ ~ ~ r- ~ ~
t:1\
:i
oll
~
'"
v
~
!
t
~
;;;
I
~
~ ~ EA '^ Vi (A Vi fA L4 fA 4A iA 4A iI4 ~ tA ~ ~ fA fn
~
>-
c"'\Or--ooO\
'1: 8 g g 8 8
.a N N N N N
..
::s
o - N M V V) \0
000 0 0 0 0
N N <"I N N N N
<IJ
..J
r- 00 ~ ~ N ~ ~ ~
o 000 0 0 0 .....
N N N N N N N ~
...:
...,j
...,j
;>,
~
"
t3
""
"
"
il
~
~
~
"
~
is
>
Q
:;J
I-<
fI.j
[;oil
[;oil
v:;~
~I-
1olC.J
~E-<~
or:i~
ZS:~
~~!:
=~~
~Ov:;
>cr.:
I-<lo;l
"'E-<
C.J<
~
~
v:;
<
~
v:;
[;oil
z
::3
z
o
...
....
C.J
..,
...
...l
o
C.J
=
"'"
E-
o(
~
[;oil
E-
l'I.l
0(
~
C
Z
-
E-
l'I.l
X
W
rID ~ ... ~ '" :r<l ;===
~ .... '" 0 '" ~
N ~ N .. "" Iil .. ...
.... wi .. '" '" i .... ~
;;; ,,; ... ':;i :i ~' pi .0
M Cl ~ ... N ~
llo M '" M N '" ..
-ErE .. ... ... .. ;;;
.. ~
li '" '" ! '" '" '" .. .. ~ ". ..
... $ ~ Oi. ~
I.) ... '" g 0:, ..
"< "', ..
III ~ ,.: N S1 .. ~
al .. 8 M ~ ;c ~
M "< ~ ... Cl
:S .... ... '" '"', '" '"' '" M
'" ;;; ;:; .. '" '" i.
:5 I--
~ ... ~ '" ~ '"
.... J:: '" '" M .. '" ~ ~
!:: 0:, ~ M N. ~ "l. M
~ "" ~ "'.
8 ~ '" on ",' ~ '" ...
;c '" .... ::i
~ .... ~ '" ;;:; ..
.. M .. ~ M ... 't
.. .. ... .. III
"II- ~ !'E '$. ~ =
~! '" '" 0 ::::
'" '" ..
g~
.. 0 -
I.) :;!1 '$. ~ ~ ~
~ :!l ~ ~ ~ ~
c :;
....
:5 ;;. ;;. ~ ;/1. ~ -
~g 0 0 '" ~
'" '" '"' '"
!:.o....
r;:: ... .. .. on ~ ~s;: '" ~ l=
... '" M ... g ~
~ on 00 .. "'l. ~...
c r;; ,.; g ",,' ... "" .. .0 ..
'" ... "" ~ '" ;c ~ ~ '"
.... ... .... .... ~
,- ~ .. '" .. .. .. ...
""" ;;;
e- '"
~'i
31.)
"
I-<
to--- M M '" .. on '" '" 0 '" ;:'j .. ~
...~ '" '" o:l S ~ ... '" .. .. ..
0 ~ ~ '" ... "', ~
c- ~ ,.: ~ g <:$ ~
'" t .. ". ~ M ... ~ :is
"" III on N III ;;; ;;
.- .. .. ... .. "'l
"'" ;;
e -
..~
P:~
- ~ ~ ~ 8 ~ 8 .. 0 :s 8 8 -
.. ... ..
"i .. ..
~~ ,.: ,.: .0 5 ,,; ~ "" i ,,; '" ~
;;; ~ s '" c on on '"
'^ .. ~ ... Cl on
.- ... .. .. .. " ... ... '"
.5 c:; .. .. " ..;
.. c ~ C '"
e 'C
~llo il "
~
- ;; ;; ~ <(
c
" " " ";; ."
-=- ~ " ~ ~ c ";;-
e "
'c _ <( <( <( III ~
.... ." ." 'C ~ 'D '"'
...~ .. " .. '" " ...
~ ~ ~ ::.l '"' 0
>- ..
.( .. ~ ~ ... ~ ~""
= ~ " ~ I@ :5
'"' ~ e
-.e. >!! -.e. ! ...
. ..
0 0 '" "
'" I~ '" ~ 'C
(!i I~ ;; ...
il en
U ~ " il u
;; ;; III ~ "
en en en .. :::i
'C ." 'C ~ ..
! .. .. " ..
~ ~ J! .. "
~ 'ii
to--- j .. - ol,l .!!
.. ; .. i:i:
~ ~ '0
.. u U
en en ..
ol,l ol,l ol,l ~ ~ ...
~
... ... ~ d' " ..
.. ~ " " ~""""
t--- . .. .. :c U
~ ~ ~ ~ Q ..
~ ..
N ~ ~ :0 ~
'" ~
l!: 0
S ;z
- ZIl """"
;; ~ 5 " Ii
~ .. ~
~ " " ~ "
.10 .10 .10 ~ .10 :l;
" " " " "
en '" en en en
;;
~ .. .. ~
:0 :0 .. ..
'~ ~ ! :0 :0
" .~ 'j
...
... ... ... ... ...
.. .. c ... ...
~ '" '" '" '"
" " " "
'C ." 'C ."
"" "" "" "" ""
E E E E E
III III III III III
1 'il 'il 'il ]
;z -:. ~ ~
I
~
o
~
1
!
~
f
::E
...
....
..,
M
:g
c
Sf
;;;
..
'l.;
-.l
-.l
""
~
~
'"
"
"
.g
~
~
't%i
~
iii
i>
Q
::=-
~
00
~
001:
~~
QC~~
~ ~ ~
Z~....
~ ~
...;l ~
~r-.~
~O~
;>4~
t::~
r..I~
~
~
~
00
~
00
~
Z
....
...:l
~
E::
r..I
~
...:l
...:l
o
r..I
~
~
~
~
~
00
<
~
I
~
r..I
Q
~
rI:J
o
~
~
~
-g, ~ ~
... 00. ...:a
b.O.2 :;
c .. ~"lI;.
- .. ... ~::l
!;...
= ..
~
'"
'" -g, ~ i
i ~ ~~
U III !
] ... :;i::l
~
:5
;;;;
- 0 0 5\
.. ..
III
as
....
... ~ ~
....9 ~
c ... ..
- ..
~ !:ill..
l:l ..
.. ~
..
~ .. ~ *'
5 u 0 ~
~ ." ..
...
~ .. ..
~ roO
... ;;;.
..:!
a I~ ~ ;/1.
~ 0
l!:.o III
j as
~ ....
~ .. .... ... g
":1 ~ ~ ...
... "', M
~ .. g ...r <5 '3.
~ie on
.... o. "" ..
11 ;; ;;; ~~
~"i'- >
" 'ii,l;~ -
13 ..
'" 10 ~
" I-< :l
~ 0::
.S .. .., .... Q
..
~ .=~E " ... '" 0
;; .... '" "l.
.. ~ ,.: !
"" .. '"' .. .. ~
" l:l@~ C ..
" ;;;
~ lil.... .. ..
>~i e
'1:: ."
~ ~ JJ .~ c
..
.~ III ..
~
1;i ~ ... \0 g
~ "" ....
'ii '" '"' ... Q
- ~ =: ,,; i <:$
~ - ~ ~ :Ii ~
..... :~ ... ~
'" u- ;:l B ... III
~ 3 1I .. .:3
,9
" "u j ..
"0 "'" ~
.5 a
11 1 ~ "" '"'
" ... on
] c_~ .. ,.; .,;
;;;.:s~ on M
.. ;;; N
3 ':'u .. ..
'" - ... i
'6 <C
.S ~ 6
., 101 S
.!l
~ 0: ~ 8
..
u ... ~ ....
'5 ... ,!j 8
Cl c ~ r)j N
i ..
Ii ] ..
= ~ -"
.. l!I ..
ool ..O!!
~ .. .....
""'-
'" ~i '~ . Ii
(; "'" ~.s
." e'5 1;: ""
~ .. .. i ~ ...
- ..
.... c- . ,..
.5 ~~
11 ~ E 8 ~ g
] .c .. - "" ~
... .. ..; 00
i3 " ..
~ ...:it
.=le ool-
~ ij
~ ti~
~ 10.,.
~ ... ~ ~
"U Ii
~ ..~ oS ~
.!-e ll:g il
"= .... " f''' Jl
. :z; ...~
.'D -s
~ " * *
;.
.., ~
'"
".
..;
.. 0
.
,;;
8
~ ~
'"
~ ;;;
~
'"
...
...
'3.
..
i.
25
"l.
~.
...
N
'"
i
...
~
~
"
"'"
...
u
~
:3
..
~
r}j
~
;;
J'!
r.:
-i
'0
'" ~
i. I
~
..
x
0.;
0
'"
..
c
::J
!! ~
J!
~ ;j
'"
Birkhoff, Hendricks & Conway, L.L.P,
VIII. MAXIMUM IMPACT FEE CALCULATION - WATER & WASTEWATER SYSTEM
The maximum impact fees for the water and wastewater systems are calculated separately by
dividing the cost of the capital improvements or facility expansions necessitated and
attributable to new development in the service area within the ten year period by the number
of living units anticipated to be added to City within the ten year period as shown on Table
No. 8 and Table No.9. To simplify collection, we recommend the fee remain fixed
throughout the next 5-year period, unless changed by Council.
The water system impact fee is calculated as follows:
Maximum Impact Fee
Eligible Existing Facility Cost + Eligible Proposed Facility Cost
Number of New Living Unit Equivalent over the Next I 0- Years
$1,644,621 + $27,111,588
11,018
$28,756,209
11,018
Water Maximum Impact Fee
$2,609.93
*
* Maximum Allowable Water Impact Fee is 50% of the Calculated Water Maximum Impact Fee.
Allowable Maximum Water Impact Fee
$2,609.93 x
50%
= $1,304.97
The wastewater system impact fee is calculated as follows:
Maximum Impact Fee
Eligible Existing Facility Cost + Eligible Proposed Facility Cost
Number of New Living Unit Equivalent over the Next 10- Years
$18,875,821 + $11,594,040
12,376
$30,469,861
12,376
Wastewater Max. Impact Fee
$2,462.01
*Maximum Allowable Wastewater Impact Fee is 50% of the Calculated Wastewater Maximum Impact Fee.
Allowable Maximum Wastewater Fee =
$2,462.01 x
50%
= $1,231.01
Based on the Allowable Maximum Impact Fee Calculation for Water and Wastewater, Table
No. 19 calculates the maximum impact fee for the various sizes of water meters.
j:\clerica1\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 43 -
Birkhoff, Hendricks & Conway, L.L.P.
TABLE NO. 18
Allowable Maximum Fee per Living Unit Equivalent
50% Maximum Water Impact Fee per Living Unit Equivalent
50% Maximum Wastewater Impact Fee per Living Unit Equivalent
$1,304.97
$1,231.01
Typical Land Meter Living Unit I Maximum Impact Fee I I
Use Meter TVDe Size Water I Sewer Total
Eauivalent
Single Family 5/8" &
Residential Simple 3/4" 1.0 $ 1,304.97 $ 1,231.01 $ 2,535.98
Single Family
Residential Simple 1" 1.7 $ 2,218.45 $ 2,092.72 $ 4,311.17
Single Family
Residential Simple 1-1/2" 3.3 $ 4,306.40 $ 4,062.33 $ 8,368.73
!~mgle l'amIly
Residential Simple 2" 5.3 $ 6,916.34 $ 6,524.35 $ 13,440.69
Comm./Retail Compound 2" 5.3 $ 6,916.34 $ 6,524.35 $ 13,440.69
Comm./Retail Turbine 2" 6.7 $ 8,743.30 $ 8,247.77 $ 16,991.07
Comm./Retaill
Multi Family Compound 3" 10.7 $ 13,963.18 $ 13,171.81 $ 27,134.99
Comm./Retaill
Multi Family Turbine 3" 16.0 $ 20,879.52 $ 19,696.16 $ 40,575.68
Comm./Retaill
Multi Family Compound 4" 16.7 $ 21,793.00 $ 20,557.87 $ 42,350.87
Comm ./Retaill
Multi Family Turbine 4" 28.0 $ 36,539.16 $ 34,468.28 $ 71,007.4.::1
Industrial Compound 6" 33.3 $ 43,455.50 $ 40,992.63 $ 84,448.13
Industrial Turbine 6" 61.3 $ 79,994.66 $ 75,460.91 $ 155,455.57
Industrial Compound 8" 53.3 $ 69,554.90 $ 65,612.83 $ 135,167.73
Industrial Turbine 8" 106.7 $ 139,240.30 $ 131,348.77 $ 270,589.07
Industrial Compound 10" 153.3 $ 200,051.90 $ 188,713.83 $ 388,765.73
Industrial Turbine 10" 166.7 $ 217,538.50 $ 205,209.37 $ 422,747.87
Industrial Turbine 12" 220.0 $ 287,093.40 $ 270,822.20 $ 557,915.60
j:\clerica1\wyhe\2002-164 w&ww impact fees\reports\report-l.doc
- 44 -
BirkhojJ, Hendricks & Conway, L.L.P.
TABLE NO. 19
Alternative Fee per Living Unit Equivalent
Alternative Water Impact Fee per Living Unit Equivalent
Alternative Wastewater Impact Fee per Living Unit Equivalent
$1,300.00
$1,230.00
Typical Land Meter Living Unit Maximum Impact Fee
Use Meter Tvpe Size Eauivalent Water Sewer Total
Single Family
Residential Simple 3/4" 1.0 $ 1,300.00 $ 1,230.00 $ 2,530.00
Single Family
Residential Simple 1" 1.7 $ 2,210.00 $ 2,091.00 $ 4,301.0C
Single Family
Residential Simple 1-1/2" 3.3 $ 4,290.00 $ 4,059.00 $ 8,349.0C
Single Family
Residential Simple 2" 5.3 $ 6,890.00 $ 6,519.00 $ 13,409.00
Comm./Retail Compound 2" 5.3 $ 6,890.00 $ 6,519.00 $ 13,409.00
Comm./Retail Turbine 2" 6.7 $ 8,710.00 $ 8,241.00 $ 16,951.00
Comm./Retail
/Multi Family Compound 3" 10.7 $ 13,910.00 $ 13,161.00 $ 27,071.00
Comm./Retail
/Multi Family Turbine 3" 16.0 $ 20,800.00 $ 19,680.00 $ 40,480.0C
Comm./Retail
/Multi Family Compound 4" 16.7 $ 21,710.00 $ 20,541.00 $ 42,251.0C
Comm./Retail
/Multi Family Turbine 4" 28.0 $ 36,400.00 $ 34,440.00 $ 70,840.0C
Industrial Compound 6" 33.3 $ 43,290.00 $ 40,959.00 $ 84,249.0C
Industrial Turbine 6" 61.3 $ 79,690.00 $ 75,399.00 $ 155,089.0C
Industrial Compound 8" 53.3 $ 69,290.00 $ 65,559.00 $ 134,849.0C
Industrial Turbine 8" 106.7 $ 138,710.00 $ 131,241.00 $ 269,951.00
Industrial Compound 10" 153.3 $ 199,290.00 $ 188,559.00 $ 387,849.00
Industrial Turbine 10" 166.7 $ 216,710.00 $ 205,041.00 $ 421,751.0C
Industrial Turbine 12" 220.0 $ 286,000.00 $ 270,600.00 $ 556,600.0C
j:\clerical\wylie\2002-164 w&ww impact fees\reports\report-l.doc
- 45 -
AFFIDAVIT OF PUBLICATION
STATE OF TEXAS
COUNTY OF DALLAS
Before me, a Notary Public in and for Dallas County, this day personally appeared Lynda
Black, Legal Advertising Representative for the DALLAS MORNING NEWS being duly
sworn by oath, states the attached advertisement of:
as published in The Dallas Morning News on:
I
NOTICE OF PUBLIC
HEARING ON I
ADOPTION OF I
'IMPACT FEES I
The City of WYlie Will
conduct a Public Hearing
~~h~p~Wdllf~r ~OOafEe
Municipal Complex, City
AY~~~Uv ~~~~~sw~~~~
Texas, Collin, Rackwbll
r~ed p~~~~ ~~untles jor
,
Considering adoptili>n lof
Wa~fe~~fe~ ~p~~r ~fe~
by the City of W.Ylie,
Texas \
The maximum pr9tD6~d
~'War:r ~~~~~9fc.1. aJ,~:
waste Water: $1.231~J
Any member of the putlllc
r~: W:a~l~ht :;>"3prr~' ~~
evidence for or agoi~st
the plan and proP9s1ed
fees. _ ,
Sworn to and SUbscfl'Oea oefore me this
",I\\llllitli'I'
,,\ .(.t 1//
"0"'\ ,,-
~ vt ~
" ,.,;'
, ~
,,",: ~:..,
::
'-
;< . /\ '::-
...../.. ~e I<~' "
. -:', ~ 'l;'J ",
'II \"\\\
IIi/ii \in\\
City of Wylie
March 5, 2006
'y/ /' "''j /
, "..-","/1{' J / / ,'d'
~ : '~" ',. /
.r-~' /1)i (!;',Z.{// ,-:4.l:>, \.
/ V '(Lynda Black)
March 6, 2006 A.D
* C&S Media, Inc.
{[be jfnrmer~bille {[ime~ · Murphy Monitor. The Princeton Herald · The Sachse News. THE WYLIE NEWS
STATE OF TEXAS
COUNTY OF COLLIN
ev#/
Before me, the undersigned authority, on this day personally appeared Chad Engbrock,
publisher of The Wylie News~ a newspaper regularly published in Collin County, Texas and
having general circulation in Collin County, Texas, who being by me duly sworn, deposed and
says that the foregoing attached
City of Wylie
Ordinance No. 2006-10
was published in said newspaper on the following dates, to-wit: March 8,2006
~brOCk' Publisher
Subscribed and sworn before me on this, the
It f1..-- day of h-~
, 2006
to certify which witness my hand and seal of office.
....._"~..~'\r~..,....~.,,,,;.
r.""""b'~~~'i"~""""--""'v~""-";'" .(
"/.,,";n;,>, ADA L. MOONEv &
t:~o~~"'~~'~~~~\ Notary Public i
f.! ,4i:'(" ).) 81,3t8ofTexas!
. \~?s.l:t~3~/ 1,IV Comrn Exp.01-02-07
~m:;:~~or
The State of Texas
My commission expires 01/02/07
RECe\VED
APR 0 5 2006
FINANCE _,
Murphy/Sachse/Wylie Office' lION. Ballard' P. . Box 369 . Wylie, TX 75098 . 972-442-5515 . fax 972-442-4318
Farmersville/Princeton Office' 101 S. Main' P.O. Box 512' Farrnersville, TX 75442' 972-784-6397' fax 972-782-7023
Clas~
Legal Notices
Legal Notices
Contract Documents are Texas Municipal Water
on file and may be exam- District in the amount of
ined without charge in the five percent (5%) of the
offices of the North Texas bid submitted. Contractor
Municipal Water District must execute the contract,
at the address where pro- bonds and certificates of
posals are to be received, insurance on the forms
or at the offices of Alan provided in the Contract
Plummer Associates, Inc. Documents,
at the address listed above. Performance and Payment/
Contract Documents are Bonds are required, eacl'l
also on file in the follow- in an amount of not less
ing Plan Rooms: than one-hundred percent
McGraw Hill (100%) of the contract
Construction Dodge price, conditioned upon
Reports, the faithful performance
9155 Sterling Street, Ste. of the contract and upon
160, Irving, Texas 75063, payment of all pe~sp,s
Phone (972) 819-1400. supplying labor ~r Itlf-
North Texas Construction, nishing materials. 1"1 \
11325 Pegasus #233W, The North c::A'~as
Dallas, TX 75238, Phone Municipal Water District
(214) 342-9200. reserves the right to adopt
Reed Construction Data, the most advantageous
11101 Stemmons Frwy, interpretation of the bids
Dallas, Texas 75229, submitted in the case of
(972) 484-2030 ambiguity or lack of clear-
Reed Construction Data ness in stating proposal
417 Fulton, Ft. Worth, TX prices, to reject any or all
76104, 817-882- bids, and/or waive forma!-
9109/Fax: 817-882-9163 ities. Bids may not be.
A Pre-Bid conference will withdrawn within ninety
be held prior to the Bid (90) days from date on
Opening. Details wi .,
issued by Addendu . R ~j
interested partie are ~""UNiCIPAL W ER
strongly urged to at nd. J?~ShR~1)n06
Direct questions re ding A!fJhY'YMicej'
distribution of C tract President, r::
Documents and qu tion~ IN.A<NGilWrs
related to the design -216 li
project to Mr. Tim Noack,
P.E. All questions must be
submitted in writing, prior
to forty-eight (48) hours
before the bid opening and
may be submitted to Alan
Plummer Associates, Inc.
Attn: Tim Noack, P.E. via
mail, fax or e-mail at the
address, phone number or
Application has been
made with the Texas
Alcoholic Beverage
Commission for a mixed
beverage license by
Mark Jason Rattay,
owner, dba Mex Mex
Grill, 120 E. FM 544,
Ste. 68, Murphy, TX
JOIf'~I\f\tf r".....U':... f"...........t'u
Legal Notices
than close of business on
March 30, 2006. Bids will
be opened at the Lavon
Water Supply Corporation
office at 16881 C. R. 541,
Lavon, ,.TX 75166 on
March \ 31, 2006 ( at
4:00PM. 4l-2t-728-19Ii
,
,
,
ORDINANCE \,
NO. 2006-10 1
AN ORDINANCE OF
THE CITY OF WYLIE,
TEXAS, ADOPTING
THE UPDATED LAND
USE ASSUMPTIONS
AND CAPITAL
IMPROVEMENTS
PLAN; PROVIDING
FOR REPEALING, SAV-
INGS AND SEVER-
ABILITY CLAUSES;
AND PROVIDING FOR
AN EFFECTIVE DATE.
John Mondy,
Mayor
ATTEST:
Carole Ehrlich, City
Secretary
42-lt-339-22li
NOTICE OF /
\, PUBLIC HEARING
ON
ADOPTION OF
IMPACT FEES
The City of Wylie will
conduct a Public Hearing
scheduled for 6:00 p.m.
on April 11, 2006 at the
Municipal Complex, City
Council Chambers, 2000
Highway 78 North, Wylie,
Texas, Collin, Rockwall
and Dallas Counties for
the purpose of:
Considering adoption of
proposed Water and
Wastewater Impact Fees
by the City of Wylie,
~n3lY~~
TE
..
..
TexSCAN W
March 5, 2
ADOPTI
Note: It is illegal to be paid for an
and legal expenses in Texas ado{
--- - -----
A CHILDLESS COUPLE
seeks to adopt. Financial secu
No daycare. Expenses paid. A
for Erin/Adam. 1-800-841-01
PREGNANT? CONSIDER
Talk with caring people spec
birthmothers with families 11
paid. Toll free 24/7, Abby's I
tions, 1-866-413-6292.
AUCTIO
AUCTION! LAKE FORK I
homesites, 1-22 (+ or -) acre s
men!. 28 absolute. Undergrou
financing. JP King, 1-800-5
AUCTNROOOO6960,
1967 DODGE 440 RT Conver
the Annual Cox Collector Car,
/~ouri April 21-22-23. Consignrr
.. tion: 1-800-335-3063, www.br
BUSINESS OP
ALL CASH CANDY Route.
a day? Your own local cand
and candy. All for $9,995. I
Vend, LLC.
"FREE ENERGY" - THE
modity! Renewable Utilities,
financial rewards for connect
No investment. Info 24/7 at 1-
LOG HOME DEALERS 1
potential, excellent profits, pre
warranty. American made - h.
Boone Log Homes. 1.-888-443
MIRACLE RELIEf<' 'FORM
muscles, int1ammation. swo
even headaches. Send for free
you buy" 30-day certilicate.
PRISES. 2804 Redwood D
1-432-550-0988.
RETAIl, STORE OWNE
margins. Low overhead, incl
space. Making donuts for SO;