HomeMy WebLinkAbout2013-3537 - Ordinance - 11/14/2013 ORDINANCE NO. 2013
AN ORDINANCE AMENDING CHAPTER 15, `IMPACT FEES', OF THE CODE OF
ORDINANCES OF THE CITY OF COLLEGE STATION, TEXAS, BY AMENDING
CERTAIN SECTIONS AS SET OUT BELOW; PROVIDING A SEVERABILITY CLAUSE;
DECLARING A PENALTY; AND PROVIDING AN EFFECTIVE DATE.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION,
TEXAS:
PART 1: That Chapter 15, `IMPACT FEES', of the Code of Ordinances of the City of
College Station, Texas, be amended as set out in Exhibits" A,13M and` D'attached
hereto and made a part of this ordinance for all purposes.
PART 2: That if any provisions of any section of this ordinance shall be held to be void or
unconstitutional, such holding shall in no way effect the validity of the remaining
provisions or sections of this ordinance, which shall remain in full force and
effect.
PART 3: That any person, firm, or corporation violating any of the provisions of this
chapter shall be deemed guilty of a misdemeanor, and upon conviction thereof
shall be punishable by a fine of not less than Twenty -five Dollars ($25.00) nor
more than Five Hundred Dollars ($500.00). Each day such violation shall
continue or be permitted to continue, shall be deemed a separate offense. Said
• Ordinance, being a penal ordinance, becomes effective ten (10) days after its date
of passage by the City Council, as provided by Section 35 of the Charter of the
City of College Station.
PASSED, ADOPTED and APPROVED this U-h' day of , 2013.
APPROVED:
MAYOR
ATTEST:
ity Secret. j
APPROVED:
LA/Ga—
City Attorney
•
ORDINANCE NO. 2013 3537 Page 2
EXHIBIT "A"
That Chapter 15,1MPACT FEES', Exhibit A`2and Use Assumptions' of the Code of Ordinances
of the City of College Station, Texas, is hereby amended, by deleting Exhibit A in its entirety
and replacing with Exhibit A as set out hereafter to read as follows:
Figure 2 -1: Impact Fee Service Areas
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1 inch equals 4.000 feet
0 I Impact Fee Areas - January 20131
•
ORDINANCE NO. 2o13-353 Page 3
L
TABLE 2 -1A
POPULATION AND LAND USE PROJECTIONS FOR AREA 92-01, GRAHAM ROAD WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
2013 2023 Full Buildout
LAND USE
ACRES % ACRES % ACRES
Business Park 15.2 3.02% 20.5 4.07% 24.3 4.81%
General Suburban 196.6 38.93% 196.8 38.97% 196.9 38.99%
InstitutionaVPublic 38.3 7.58% 38.3 7.58% 38.3 7.58%
Medical Use 0.0 0.00% 8.8 1.75% 15.0 2.97%
Natural Areas - Protected 0.0 0.00% 15.9 3.15% 27.0 5.35%
Natural Areas - Reserved 0.0 0.00% 4.0 0.79% 6.8 1.35%
Neigborhood Conservation 15.2 3.01% 15.3 3.02% 15.3 3.03%
Suburban Commercial 66.6 13.19% 70.8 14.02% 73.7 14.59%
Urban 16.9 3.35% 16.9 3.35% 16.9 3.35%
Right -of -Way 90.8 17.99% 90.8 17.99% 90.8 17.99%
Subtotal Developed Land Uses 439.7' 87.06% 478.1 ' 94.67% 505.0 100.00%
Undeveloped 65.3' 12.94 %: 26.9' 5.33% 0.0 0.00%
TOTAL GROSS ACRES 505.0 100.00% 505.0 100.00% 505.0 100.00%
Population 2,725 2,725 2,725
Population per Urban Acres 6.20 5.70 5.40
Population per Total Acres 5.40 5.40 5.40
Source: City of College Station, 2013, College Station Impact Fee Update 92 01 Graham Rd Wastewater (Template from Staff 2013 9 3).xlsx..
Assumes full buildout by 2030, per Jennifer Prochazka, 830 2013.
Figure 2 -3: Future Land Uses, Graham Road Sewer
�t- ltie e 2 r Station Z
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t = -. ;. t +vim �� ,
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ORDINANCE NO. 2013 - 3531 Page 4
TABLE 2 -1B
POPULATION AND LAND USE PROJECTIONS FOR AREA97 -01, SPRINGCREEK WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
2013 2023 Full Buildout
LAND USE
ACRES % ACRES % ACRES
Estate 112.7 4.70% 113.7 4.74% 117.8 4.91%
General Commercial 37.9 1.58% 42.4 1.77% 60.3 2.52%
General Suburban 296.1 12.35% 307.4 12.82% 352.5 14.71%
Institutional/Public 70.0 2.92% 70.7 2.95% 73.6 3.07%
Medical 0.0 0.00% 17.1 0.71% 85.7 3.58%
Natural Areas - Protected 0.0 0.00% 21.4 0.89% 107.2 4.47%
Natural Areas - Reserved 0.0 0.00% 53.4 2.23% 267.6 11.16%
Restricted Suburban 261.7 10.92% 319.0 13.31% 548.6 22.89%
Suburban Commercial 31.1 1.30% 36.2 1.51% 56.7 2.37%
Urban 38.6 1.61% 84.1 3.51% 266.4 11.11%
Utilities 1.3 0.05% 1.3 0.05% 1.3 0.05%
Ulllege Center 0.0 0.00% 12.3 0.51% 61.5 2.57%
Right -of -Way 394.0 16.44% 394.0 16.44% 394.0 16.44%
Subtotal Developed Land Uses 1,243.4' 51.87% 1,473.0' 61.45% 2,393.2 99.84%
Undeveloped 1,153.6' 48.13% 924.0 a 38.55% 3.8 0.16%
TOTAL GROSS ACRES 2,397.0 100.00% 2,397.0 100.00'% 2397.0 100.00%
Population 5,193 6,525 11,864
Population per Urban Acres 4.18 4.43 4.96
Population per Total Acres 2.17 2.72 4.95
Source: City of College Station, 2013, College Station Impact Fee Update 97 01 Springcreek Wastewater (Template from Staff 4013 8 30).xlsx.
Figure 2 -5: Future Land Uses, Spring Creek Sewer Line
v� The Gay of College Station `a +,
7
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IN 710 720 1•11..11... P161.141 IC A b
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ORDINANCE NO. 2D13 - 35 31 Page 5
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TABLE 2 -1C
POPULATION AND LAND USE PROJECTIONS FOR AREA97 -01B, ALUM CREEK WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
2013 2023 Full Buildout
LAND USE
ACRES % ACRES % ACRES
Business Park 1.2 0.16% 13.8 1.83% 24.1 3.20%
Estate 0.0 0.00% 3.0 0.40% 5.4 0.72%
General Suburban 6.0 0.80% 132.9 17.68% 236.7 31.48%
Natural Areas - Protected 0.0 0.00% 2.4 0.32% 4.4 0.59%
Natural Areas - Reserved 0.0 0.00% 64.5 8.58% 117.3 15.60%
Restricted Suburban 28.9 3.84% 92.1 12.24% 143.7 19.11%
Rural 0.2 0.03% 0.2 0.03% 0.2 0.03%
Suburban Commercial 0.0 0.00% 0.1 0.01% 0.2 0.03%
Urban 55.4 7.37% 75.8 10.07% 92.4 12.29%
Utilities 9.7 1.29% 9.7 1.29% 9.7 1.29%
Right -of -Way 107.1 14.24% 107.1 14.24 % 107.1 14.24%
Subtotal Developed Land Uses 208.5' 27.73% 501.6' 66.70% 741.2 98.57%
Undeveloped 543.5 72.27% 250.4' 33.30% 10.8 1.43%
TOTAL GROSS ACRES 752.0 100.00% 7520 100.00% 752.0 100.00%
Population 183 2,306 4,042
Population per Urban Acres 0.88 4.60 5.45
Population per Total Acres 0.24 3.07 5.38
Source: City of College Station, 2013, College Station Impact Fee Update 97 02B Alum Creek Wastewater (Template from Staff 2013 8 30).idsx.
Figure 2 -7: Future Land Uses, Alum Creek Sewer Line
4 I r � � The City of College Station ' - <, jir 0 ,
Al C,..1 FuUn Lan. Vs. `v` .-
wpmanLanNSa09 014
Ca
111 w ec ��
11 'haw y
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106 Redact. iWVN,
110 0ero•m S,Web■ CC .
1:0 259 Urban -.. % L Y ' `
?i5 Urban Ya.N Use � .
210 oMFe COa a mill
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,10 -mvenn.c,m: au.1 Creek
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INN 710 - 220. W.. attar . Past.. .
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kale'
ORDINANCE NO. 20 13-3531 Page 6
TABLE 2 -1D
POPULATION AND LAND USE PROJECTIONS FOR AREA99 -01, HARLEY WATER UNE
WATER UTILITY
CITY OF COLLEGE STATION
2013 2023 Full Buildout
LAND USE
ACRES % ACRES % ACRES
General Commercial 8.0 5.16% 9.2 5.94% 23.0 14.84%
General Suburban 0.0 0.00% 0.2 0.15% 0.6 0.39%
Medical Use 12.9 8.32% 19.6 12.65% 49.0 31.61%
Natural Areas - Reserved 0.0 0.00% 5.1 3.28% 12.7 8.19%
Suburban Commercial 1.0 0.65% 26.3 16.98% 65.8 42.45%
Right-of -Way 3.9 2.52% 3.9 2.52 % 3.9 2.52%
Subtotal Developed Land Uses 25.8' 16.65% 64.3' 41.51% 155.0 100.00%
Undeveloped 129.2' 83.35% 90.7' 58.49% 0.0 0.00%
TOTAL GROSS ACRES 155.0 100.00% 1550 100.00% 155.0 100.00%
Population 0 0 0
Population per Urban Acres 0.00 0.00 0.00
Population per Total Acres 0.00 0.00 0.00
Source: City of College Station, 2013, College Station Impact Fee Update 99 01 Harley Water Line (Template from Staff 2013 8 30).xlsx.
Figure 2 -9: Future Land Uses, Harley Water Line
(iq The City of College Stator - - "
qr Ha Art •fNo. Lud US. '
•pPIanL.ndUs.O! _
n1- w•armnawcmrm.e `
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- 710. 720 - 71 ... Are. - P.ot^.a
p.56 P e Ee �b.. 77.7e.1 . `j' = � -
2
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ORDINANCE NO. 2013-353'7 Page 7
TABLE 2 -1E
POPULATION AND LAND USE PROJECTIONS FOR AREA 03-02, STEEPLECHASE WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
2013 2023 Full Buildout
LAND USE
ACRES % ACRES % ACRES
Business Park 0.2 0.03% 12.4 1.60% 23.6 3.05%
Estate 0.0 0.03% 0.1 0.02% 0.1 0.01%
General Suburban 74.1 9.57 % 151.6 19.58% 722.8 28.78%
Restricted Suburban 8.1 1.05 % 68.4 8.84% 123.9 16.00%
Rural 0.1 0.01% 0.3 0.03% 0.4 0.05%
Suburban Commercial 14.3 1.85 % 17.3 2.24% 20.1 2.60%
Urban 76.8 9.92 % 198.0 25.57% 309.4 39.96%
Right -of -Way 74.0 9.56 % 74.0 9.56 % 74.0 9.56%
Subtotal Developed Land Uses 2476' 31.98% 522.1' 67.43% 774.3 ' 100.00%
Undeveloped 526.7' 68.02% 252.2 32.57% 0.0 0.00%
TOTAL GROSS ACRES 7743 100.00%' 7743 100.00% ' 774.3 100.00%
Population 911 8,259 15,016
Population per Urban Acres 3.68 15.82 19.39
c m , , Population per Total Acres 1.18 10.67 19.39
Source: City of College Station, 2013, College Station Impact Fee Update 03 02 Steeplechase Wastewater (Template from Staff 2013 8 30).xlsx.
Figure 2 -11: Future Land Uses, Steeplechase Sewer Line
) The Tne C ity o College City of Goliaga Station `� / Y . f
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(11.110 .•
• ORDINANCE NO. 2013 35 31 Page 8
EXHIBIT "B"
That Chapter 15, `IMPACT FEES', Exhibit B "Capital Improvements Programs, of the Code of
Ordinances of the City of College Station, Texas, is hereby amended, by deleting Exhibit B in its
entirety and replacing as set out hereafter to read as follows:
Table 2 -2
CAPACITY DEMAND FOR EACH NEW LUE
CITY OF COLLEGE STATION
CAPACITY PER LUE FOR
AREA BASIS WATER/SEWER LINES
Area 92 -01 Graham Road Sewer Line Peak Day 1,068 gallons daily
Area 97 -01 Spring Creek Sewer Line Peak Day 1,068 gallons daily
Area 97 -02B Alum Creek Sewer Line Peak Day 1,068 gallons daily
• Area 99 -01 Harley Water Line Peak Day 668 gallons daily
Area 03 -02 Steeplechase Sewer Line Peak Day 1,068 gallons daily
SOURCE: College Station City Staff
•
• ORDINANCE NO. 2013-3531 Page 9
Table 2 -3
CONVERSION OF LAND USES TO LIVING UNITS EQUIVALENT
CITY OF COLLEGE STATION
LUEs PER ACRE (a)
LAND USE Water Sewer
Harley Graham Spring Crk Alum Crk Steeplechase
Business Park 2.00 2.00 2.00
Estate 1.00 1.00 1.00
General Commercial 5.50 5.50
General Suburban 8.00 6.97 6.97 8.00
Institutional/Public 2.50 2.50
Medical 5.55 5.50
Natural Areas - Protected
• Natural Areas - Reserved
Neighborhood Conservation 4.00
Restricted Suburban 4.00 4.11 4.00
Rural 0.33 0.33
Suburban Commercial 4.55 4.55 4.55 4.55
Urban 5.92 5.92 20.00
Utilities
Village Center 35.00
Reserved from Development
Right -of -Way
Undeveloped
Sources: City of College Station, 2013, College Station Impact Fee Update 97 01 Springcreek Wastewater (Template from Staff 4013 8 30).xlsx; College
Station Impact Fee Update 92 01 Graham Rd Wastewater (Template from Staff 2013 9 3).xlsx; College Station Impact Fee Update 03 02 Steeplechase
Wastewater (Template from Staff 2013 8 30).xlsx; College Station Impact Fee Update 99 01 Harley Water Line (Template from Staff 2013 8 30).xlsx; and
College Station Impact Fee Update 97 02B Alum Creek Wastewater (Template from Staff 2013 8 30).xlsx. Not all uses are found in all areas.
•
ORDINANCE NO. 2013- 3537 Page 10
Table 2 -4
LUE EQUIVALENCIES FOR VARIOUS TYPES
AND SIZES OF WATER METERS
CONTINUOUS DUTY
METER METER MAXIMUM RATE RATIO TO 5/8"
TYPE SIZE (gpm) METER
SIMPLE 5/8" x 3/4" 10 1.000
SIMPLE 3/4" 15 1.000
SIMPLE 1" 25 2.500
SIMPLE 1 -1/2" 50 5.000
SIMPLE 2" 80 8.000
COMPOUND 2" 80 8.000
TURBINE 2" 100 10.000
COMPOUND 3" 160 16.000
TURBINE 3" 240 24.000
COMPOUND 4" 250 25.000
ill TURBINE 4" 420 42.000
COMPOUND 6" 500 50.000
TURBINE 6" 920 92.000
COMPOUND 8" 800 80.000
TURBINE 8" 1600 160.000
COMPOUND 10" 1150 115.000
TURBINE 10" 2500 250.000
TURBINE 12" 3300 330.000
SOURCE: AWWA Standards C700, C701, C702, C703. By policy, a 1/4" meter will be charged for one
LUE of service.
ORDINANCE NO. 2013- 3531 Page 11
TABLE 2 -5A
ESTIMATION OF LIVING UNITS EQUIVALENT FOR AREA92 -01, GRAHAM ROAD WASTEWATER LINE €
WASTEWATER UTILITY
CITY OF COLLEGE STATION
LAND USE LUEs PER ESTIMATED LUEs
ACRE (a) 2013 2023 Buildout
Business Park 2.00 30 41 49
General Suburban 8.00 1,000 1,001 1,002
Institutional /Public 2.50 95 95 96
Medical Use 5.55 0 25 30
Natural Areas - Protected 0.00 0 0 0
Natural Areas - Reserved 0.00 1 1 1
Neigborhood Conservation 4.00 47 47 47
Suburban Commercial 4.55 241 260 317
Urban 0.00 168 168 168
Right -of -Way 0.00 0 0 0
Undeveloped 0.00 0 0 0
Totals 1,582 1,638 1,710
Population per LUE 1.72 1.66 1.59
Source: City of College Station, 2013, College Station Impact Fee Update 92 01 Graham Rd Wastewater (Template
from Staff 2013 9 3).xlsx.
L
ORDINANCE NO. 2013- 353'7 Page 12
TABLE 2 -5B
ESTIMATION OF LIVING UNITS EQUIVALENT FOR AREA 97 -01, SPRINGCREEK WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
LAND USE LUEs PER ESTIMATED LUEs
ACRE (a) 2013 2023 Buildout
Estate 1.00 35 36 40
General Commercial 5.50 208 233 332
General Suburban 6.97 1,129 1,207 1,580
Institutional /Public 2.50 175 177 184
Medical 5.50 0 94 171
Natural Areas - Protected 0.00 0 0 0
Natural Areas - Reserved 0.00 0 0 0
Restricted Suburban 4.00 1,052 1,281 2,200
Suburban Commercial 4.55 21 44 279
Urban 5.92 84 353 1,626
Utilities 0.00 0 0 0
Village Center 35.00 0 430 2,153
Right -of -Way 0.00 0 0 0
Undeveloped 0.00 0 0 0
Totals 2,704 3,855 8,565
Population per LUE 1.92 1.69 1.39
Source: City of College Station, 2013, College Station Impact Fee Update 97 01 Springcreek Wastewater (Template
from Staff 4013 8 30).xlsx.
(1111e
L ORDINANCE NO. 2°13-- 3537 _ Page 13
TABLE 2 -5C
ESTIMATION OF LIVING UNITS EQUIVALENT FOR AREA97 -02B, ALUM CREEK WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
LAND USE LUEs PER ESTIMATED LUEs
ACRE (a) 2013 2023 Buildout
Business Park 2.00 2 27 48
Estate 1.00 0 3 5
General Suburban 6.97 8 892 1,623
Natural Areas - Protected 0.00 1 1 1
Natural Areas - Reserved 0.00 0 0 0
Restricted Suburban 4.11 88 348 483
Rural 0.33 0 0 0
Suburban Commercial 4.55 0 1 1
Urban 5.92 239 360 495
Utilities 0.00 0 0 0
Undeveloped 0.00 0 0 0
Totals 338 1,631 2,656
Population per LUE 0.54 1.41 1.52
Source: City of College Station, 2013, College Station Impact Fee Update 97 02B Alum Creek Wastewater
(Template from Staff 2013 8 30).xlsx.
L
ORDINANCE NO. 2013- 3537 Page 14
TABLE 2 -5D
ESTIMATION OF LIVING UNITS EQUIVALENT FOR AREA99 -01, HARLEY WATER LINE
WATER UTILITY
CITY OF COLLEGE STATION
LAND USE LUEs PER ESTIMATED LUEs
ACRE (a) 2013 2023 Buildout
General Commercial 5.50 44 51 127
General Suburban 0.00 0 0 0
Medical Use 5.50 71 108 270
Natural Areas - Reserved 0.00 0 0 0
Suburban Commercial 0.00 0 0 0
Right -of -Way 0.00 0 0 0
Undeveloped 0.00 0 0 0
Totals 115 158 396
Population per LUE 0.00 0.00 0.00
Source: City of College Station, 2013, College Station Impact Fee Update 99 01 Harley Water Line (Template from
.... Staff 2013 8 30).xlsx.
41111
ORDINANCE NO. 20i3 - 3 Page 15
TABLE 2 -5E
ESTIMATION OF LIVING UNITS EQUIVALENT FOR AREA03 -02, STEEPLECHASE WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
LAND USE LUEs PER ESTIMATED LUEs
ACRE (a) 2013 2023 Buildout
Business Park 2.00 0 24 47
Estate 1.00 0 0 0
General Suburban 8.00 261 931 1,542
Restricted Suburban 4.00 16 257 479
Rural 0.33 0 0 0
Suburban Commercial 4.55 65 79 97
Urban 20.00 234 2,657 4,886
Undeveloped 0.00 0 0 0
Totals 576 3,949 7,051
Population per LUE 1.58 2.09 2.13
Source: City of College Station, 2013, College Station Impact Fee Update 03 02 Steeplechase Wastewater
(Template from Staff 2013 8 30).xlsx.
0
ORDINANCE NO. 203" 3537 Page 16
TABLE 2 -6A
ESTIMATED SERVICE DEMAND BY FACILITY TYPE FOR AREA 92 -01
GRAHAM ROAD WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
VOLUME
FACILITY TYPE/LAND USE
2013 2023 BUILDOUT
PEAK FLOW(MGD) (a): 1.690 1.775 1.826
Gallons per LUE daily 1,068 1,068 1,068
TOTAL LUE'S 1,582 1,662 1,710
(a) Peak 1,068 gals /LUEdaily
(111W Existing Capacity details are contained in TABLE 2 -7A
TABLE 2 -6B
ESTIMATED SERVICE DEMAND BY FACILITY TYPE FOR AREA97 -01
SPRINGCREEK WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
VOLUME
FACILITY TYPE/LAND USE
2013 2023 BUILDOUT
PEAK FLOW (MGD) (a): 2.888 4.117 9.147
Gallons per LUE daily 1,068 1,068 1,068
TOTAL LUE'S 2,704 3,855 8,565
(a) Peak 1,068 gals /LUE/daily
t ie Existing Capacity details are contained in TABLE 2 -7B
ORDINANCE NO. 2013 33? Page 17
TABLE 2 -6C
ESTIMATED SERVICE DEMAND BY FACILITY TYPE FOR AREA 97 -02B
ALUM CREEK WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
VOLUME
FACILITY TYPE/LAND USE
2013 2023 BUILDOUT
PEAK FLOW (MGD) (a): 0.361 1.742 2.837
Gallons per LUE daily 1,068 1,068 1,068
TOTAL LUE'S 338 1,631 2,656
(a) Peak 1,068 gals /LUE/daily
Existing Capacity details are contained in TABLE 2 -7C
TABLE 2 -6D
ESTIMATED SERVICE DEMAND BY FACILITY TYPE FOR AREA 99 -01, HARLEY WATER LINE
WATER UTILITY
CITY OF COLLEGE STATION
VOLUME
FACILITY TYPE/LAND USE
2013 2023 BUILDOUT
PEAK FLOW (MGD) (a): 0.077 0.106 0.264
Gallons per LUE daily 668 668 668
TOTAL LUE'S 115 158 396
(a) Peak 668 gals /LUE/daily
(1100 Existing Capacity details are contained in TABLE 2 -7D
ORDINANCE NO. 2Oi 3 - 3531 Page 18
cre
TABLE 2 -6E
ESTIMATED SERVICE DEMAND BY FACILITY TYPE FOR AREA 03 -02
STEEPLECHASE WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
VOLUME
FACILITY TYPE/LAND USE
2013 2023 BUILDOUT
PEAK FLOW(MGD) (a): 0.615 4.217 7.530
Gallons per LUE daily 1,068 1,068 1,068
TOTAL LUE'S (b) 576 3,949 7,051
(a) Peak 1,068 gals /LUEdaily
(e) Existing Capacity details are contained in TABLE 2 -7E
(1,1
ORDINANCE NO. 2D13 3537 Page 19
TABLE 2 -7A
CIP INVENTORY AND COSTING FOR AREA 92-01, GRAHAM ROAD WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
FACILITY CAPACITY 2013 -2023
TOTAL
FACILITY TYPE / NAME CONSTRUCTION
COST CURRENT 2013-2023 POST -2023 CAPITAL COST PER
TOTAL CUSTOMERS GROWTH GROWTH COST LUE
MAJOR COLLECTION LINES
EXISTING FACILITIES %
Phase! $372,994 100.00% 92.51% 3.28% 4.20% $12,251
Phase II $46,735 100.00% 100.00% 0.00% 0.00% $0
Phase III $53,789 100.00% 92.51% 3.28% 4.20% $1,767
Subtotal Existing Facilities $473,519 100.00% 93.25% 296% 3.79% $14,017
FUTURE FACILITIES %
None
Subtotal Future Facilities $0 0.00% 0.00% 0.00% 0.00% $o
TOTAL COLLECTION LAVES $473,519 100.00% 93.25% 296% 3.79% $14,017 $249.58
(I1Pf CONSTRUCTION COST TOTAL $473,519 $14,017 $249.58 I
TABLE 2 -7B
CIP INVENTORY AND COSTING FOR AREA 97-01, SPRINGCREEK WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
FACILITY CAPACITY 2013 -2023
TOTAL
FACILITY TYPE/NAME CONSTRUCTION
COST CURRENT 2013 -2023 POST -2023 CAPITAL COST PER
TOTAL CUSTOMERS GROWTH GROWTH COST LUE
MAJOR COLLECTION LINES
EXISTING FACILITIES o/
• Phase 1 $631,215 100.00% 31.57% 13.44% 54.99% $84,861
Phase]] $813,752 100.00% 31.57% 13.44% 54.99% $109,401
Subtotal Existing Facilities $1,444,967 100.00% 31.57% 1344% 54.99% $194,262
FUTURE FACILITIES
Subtotal Future Facilities $0 0.00% 0.00% 0.00% 0.00% $0
TOTAL COLLECTION LINES $1,444,967 100.00% 31.57% 13.44% 54.99% $194,262 $168.71
0 CONSTRUCTION COST TOTAL $1,444,967 $194262 $168.71
ORDINANCE NO. 2DI3 - 3537 Page 20
c
TABLE 2 -7C
CIP INVENTORY AND COSTING FOR AREA 97 -02B, ALUM CREEK WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
FACILITY CAPACITY 2013 -2023
TOTAL
FACILITY TYPE / NAME CONSTRUCTION
COST CURRENT 2013 -2023 POST -2023 CAPITAL COST PER
TOTAL CUSTOMERS GROWTH GROWTH COST LUE
MAJOR COLLECTION LINES
EXISTING FACILITIES °/
Phase! $214,271 100.00% 12.73% 48.67% 38.60% $104,294
Subtotal Existing Facilities $214,271 100.00% 12.73% 48.67% 38.60% $104,294
FUTURE FACILITIES %
Subtotal Future Facilities $0 0.00% 0.00% 0.00% 0.00% $0
TOTAL COLLECTION LINES $214,271 100.00% 12.73% 48.67% 38.60% $104,294 $80.67
CONSTRUCTION COST TOTAL $214271 $104,294 $60.67
L
TABLE 2 -7D
CIP INVENTORY AND COSTING FOR AREA 99-01, HARLEY WATER LINE
WATER UTILITY
CITY OF COLLEGE STATION
FACILITY CAPACITY 2013 -2023
TOTAL
FACILITY TYPE / NAME CONSTRUCTION
COST CURRENT 2013 -2023 POST -2023 CAPITAL COST PER
TOTAL CUSTOMERS GROWTH GROWTH COST LUE
MAJOR TRANSMISSION LINES
EXISTING FACILITIES %
Phase 1 $342,978 100.00 ° / 29.04% 10.97% 59.99% $37,628
Subtotal Existing Facilities $342,978 100.00% 29.04% 10.97% 59.99% $37,628
FUTURE FACILITIES
Subtotal Future Facilities $0 0.00% 0.00% 0.00% 0.00% $0
TOTAL TRANSMISSION LINES $342,978 100.00% 29.04% 10.97% 59.99% $37,628 $866.00
CONSTRUCTION COST TOTAL $342,978 $37,628 $866.
L
ORDINANCE NO. 201 3 - 353'7 Page 21
(Iw
TABLE 2 -7E
CIP INVENTORY AND COSTING FOR AREA 03-02, STEEPLECHASE WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
FACILITY CAPACITY 2013.2023
TOTAL
FACILITY TYPE / NAME CONSTRUCTION
COST CURRENT 2013 -2023 POST -2023 CAPITAL COST PER
TOTAL CUSTOMERS GROWTH GROWTH COST LUE
MAJOR COLLECTION LINES
EXISTING FACILITIES LUEs
Sanitary Sewer Facilities $1,130,147 3,800 576 3,224 0 $958,841
Subtotal Existing Facilities $1,130,147 3,800 576 3,224 0 $958,841
FUTURE FACILITIES LUEs
None
Subtotal Future Facilities $0 0 0 0 0 $0
TOTAL COLLECTION LINES $1,130,147 3,800 576 3,224 0 $958,841 $28430
CONSTRUCTION COST TOTAL $1,130,147 $958,841 $28430
L
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ORDINANCE NO. 2013- 3531 Page 22
Table 2 -8
SUMMARY OF CAPITAL COSTS
UTILITY AREA FACILITY TYPE I COST /LUE*
WASTEWATER 92 -01 Major Collection $249.58
Graham Rd. Study Costs $100.60
TOTAL CAPITAL COSTS 92 -01 Graham Road Wastewater $350.18
WASTEWATER 97 -01 Major Collection $168.71
Spring Creek Study Costs $4.91
TOTAL CAPITAL COSTS 97 -01 Spring Creek Wastewater $173.61
WASTEWATER 97 -02B Major Collection $80.67
Alum Creek Study Costs $4.37
TOTAL CAPITAL COSTS 97 -02B Alum Creek Wastewater $85.04
WA "I "ER 99 -01 Major Transmission $866.00
Harley Study Costs $130.03
TOTAL CAPITAL COSTS 99 -01 Harley Water Line $996.03
WASTEWATER 03 -02 Major Collection $284.30
41101 Steeplechase Study Costs $2.72
TOTAL CAPITAL COSTS 03 -02 Steeplechase Wastewater $287.02
An LUE is equal to use by a typical household with a 5/8" water meter (existing customers) or a Y"
water meter for new customers. Totals may not add due to rounding.
•
ORDINANCE NO. 20i 3" 353 Page 23
TABLE 3-1A
CATEGORIZATION OF UTILITY DEBT FOR AREA 92-01, GRAHAM ROAD WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
BOND ISSUE FACILITY CAPACITY TOTAL
DEBT
FACILITY TYPE / NAME PRINCIPAL
ISSUANCE ISSUANCE REMAINING TOTAL FOR CURRENT PER CURRENT
MAJOR COLLECTION
Phase I 1993 $196,927 $14,091 100% 92.51% $8.24
Phase II 1993 $24,674 $1,766 100% 100.00% $1.12
Phase III 1993 $28,399 $2,032 100% 92.51% $1.19
Subtotal Wastewater Collection $250,000 $17,889 $10.54
OUTSTANDING DEBT TOTAL $250,000 $17,889 $10.54
Source for outstanding principal: City of College Station, 2013, College Station Impact Fee Update 92 01 Graham Rd Wastewater (Template from Staff
2013 9 3).xlsx.
TABLE 3-1B
CATEGORIZATION OF UTILITY DEBT FOR AREA 97 -01, SPRINGCREEK WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
BOND ISSUE FACILITY CAPACITY TOTAL
DEBT
FACILITY TYPE / NAME PRINCIPAL
ISSUANCE ISSUANCE REMAINING TOTAL FOR CURRENT PER CURRENT
MAJOR COLLECTION
Phase I 1998 $314,523 $110,742 100% 31.57% $12.93
Phase II 1998 $405,477 $142,766 100% 31.57% $16.67
Subtotal Wastewater Collection $720,000 $253,508 $29.60
OUTSTANDING DEBT TOTAL $720,000 $253,508 $29.60
Source for outstanding principal: City of College Station, 2013, College Station Impact Fee Update 97 01 Springcreek Wastewater (Template from Staff
4013 8 30).xlsx.
ORDINANCE NO. 2013- 3 Page 24
TABLE 3-1C
CATEGORIZATION OF UTILITY DEBT FOR AREA97 -02B, ALUM CREEK WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
BOND ISSUE FACILITY CAPACITY TOTAL
DEBT
FACILITY TYPE / NAME PRINCIPAL
ISSUANCE ISSUANCE REMAINING TOTAL FOR CURRENT PER CURRENT
MAJOR COLLECTION
Phase I 1998 $396,000 $139,429 100% 12.73% $52.50
Subtotal Wastewater Collection $396,000 $139,429 $52.50
OUTSTANDING DEBT TOTAL $396,000 $139,429 $52.50
Source for outstanding principal: City of College Station, 2013, College Station Impact Fee Update 97 02B Alum Creek Wastewater (Template
from Staff 2013 8 30).xlsx.
* *Area 99 -01, Harley Water Line, is not funded by debt, and thus the calculated rate credit is zero and not
shown in Table 3 -1.
TABLE 3-1E
CATEGORIZATION OF UTILITY DEBT FOR AREA03 -02, STEEPLECHASE WASTEWATER LINE
WASTEWATER UTILITY
CITY OF COLLEGE STATION
BOND ISSUE FACILITY CAPACITY TOTAL
DEBT
FACILITY TYPE / NAME PRINCIPAL
ISSUANCE ISSUANCE REMAINING TOTAL FOR CURRENT PER CURRENT
MAJOR COLLECTION
Sanitary Sewer Facilities 2004 $1,000,000 $677,642 100% 15.16% $178.33
Subtotal Wastewater Collection $1,000,000 $677,642 $178.33
OUTSTANDING DEBT TOTAL $1,000,000 $677,642 $178.33
Source for outstanding principal: City of College Station, 2013, College Station Impact Fee Update 03 02 Steeplechase Wastewater (Template
from Staff 2013 8 30).xlsx.
ORDINANCE NO. 2013- 3531 Page 25
TABLE 3 -2A
DERIVATION OF MAXIMUM IMPACT FEES FOR AREA92 -01, GRAHAM ROAD WASTEWATER LINE
THROUGH THE EQUITY RESIDUAL MODEL
CITY OF COLLEGE STATION
ALTERNATIVE ADJUSTMENT MAXIMUM FEE AMOUNT
UTILITY / FACILITY TYPE CONSTRUCTION A B A B HIGHER OF
COSTS Rate 50% Rate 50% AorB
Credit Adjustment Credit Adjustment
WASTEWATER UTILITY
Major Collection $249 58 $10.54 $124.79 $239.04 $124.79 $239.04
CIP /Study Costs $100.60 $0.00 $50.30 $100.60 $50.30 $100.60
Subtotal Wastewater $350.18 $10.54 $175.09 $339.63 $175.09 $339.63
TOTALS $350.180 $10.54 $175.09 $339.63 $175.09 $339.63
TABLE 3 -2B
DERIVATION OF MAXIMUM IMPACT FEES FOR AREA 97-01, SPRINGCREEK WASTEWATER LINE
THROUGH THE EQUITY RESIDUAL MODEL
CITY OF COLLEGE STATION
ALTERNATIVE ADJUSTMENT MAXIMUM FEE AMOUNT
UTILITY / FACILITY TYPE CONSTRUCTION A B A B HIGHER OF
COSTS Rate 50% Rate 50% Aor B
Credit Adjustment Credit Adjustmnt
WASTEWATER UTILITY
Major Collection $168.71 $29.60 $84.35 $139.11 $84.35 $139.11
CIP /Study Costs $4.91 $0.00 $2.45 $4.91 $2.45 $4.91
Subtotal Wastewater $173.61 $29.60 $86.81 $144.01 $86.81 $144.01
TOTALS $173.61 $29.60 $86.81 $144.01 $86.81 $144.01
ORDINANCE NO. 2013 - 3531 Page 26
TABLE 3 -2C
DERIVATION OF MAXIMUM IMPACT FEES FOR AREA97 -02B, ALUM CREEK WASTEWATER LINE
THROUGH THE EQUITY RESIDUAL MODEL
CITY OF COLLEGE STATION
ALTERNATIVE ADJUSTMENT MAXIMUM FEE AMOUNT
UTILITY / FACILITY TYPE CONSTRUCTION A B A B HIGHER OF
COSTS Rate 50% Rate 50% AorB
Credit Adjustment Credit Adjustment
WASTEWATER UTILITY
Major Collection $80.67 $52.50 $40.34 $28.18 $40.34 540.34
CIP /Study Costs $4.37 $0.00 $2.19 $4.37 $2.19 $4.37
Subtotal Wastewater $85.04 $52.50 $42.52 $32.55 $42.52 $44.71
TOTALS $85.04 $52.50 $42.52 $32.55 $42.52 $44.71
TABLE 3 -2D
DERIVATION OF MAXIMUM IMPACT FEES FOR AREA99 -01, HARLEY WATER LINE
THROUGH THE EQUITY RESIDUAL MODEL
CITY OF COLLEGE STATION
ALTERNATIVE ADJUSTMENT MAXIMUM FEE AMOUNT
UTILITY / FACILITY TYPE CONSTRUCTION A B A B HIGHER OF
COSTS Rate 50% Rate 50% AorB
Credit Adjustment Credit Adjustment
WATER UTILITY
Major Collection $866.00 $0.00 $433.00 $866.00 $433.00 $866.00
CIP /Study Costs $130.03 $0.00 $65.02 $130.03 $65.02 $130.03
Subtotal Water $996.03 $0.00 $498.02 $996.03 $498.02 $996.03
TOTALS $996.03 $0.00 $498.02 $996.03 $498.02 $996.03
ORDINANCE NO. 2013 3531 Page 27
TABLE 3-2E
DERIVATION OF MAXIMUM IMPACT FEES FOR AREA 03-02, STEEPLECHASE WASTEWATER LINE
THROUGH THE EQUITY RESIDUAL MODEL
CITY OF COLLEGE STATION
ALTERNATIVE ADJUSTMENT MAXIMUM FEE AMOUNT
UTILITY / FACILITY TYPE CONSTRUCTION A B A B HIGHER OF
COSTS Rate 50% Rate 50% Aor B
Credit Adjustment Credit Adjustment
WASTEWATER UTILITY
Major Collection 5284.30 $178.33 $142.15 $105.98 $142.15 $142.15
CIP /Study Costs 52.72 $0.00 $1.36 $2.72 $1.36 $2.72
Subtotal Wastewater $287.02 $178.33 $143.51 $108.70 $143.51 $144.87
TOTALS $287.02 $178.33 $143.51 $108.70 $143.51 $144.87
ORDINANCE NO. 20I 3" 3537 Page 28
EXHIBIT "C"
That Chapter 15,11VIPACT FEES', Exhibit C`Maximum Impact Fee §', of the Code of Ordinances
of the City of College Station, Texas, is hereby amended, by deleting Exhibit C in its entirety and
replacing as set out hereafter to read as follows:
TABLE 3 -3A
MAXIMUM AND EFFECTIVE IMPACT FEES FOR VARIOUS WATER METER SIZES
FOR AREA92 -01, GRAHAM ROAD WASTEWATER LINE
CITY OF COLLEGE STATION
FEE AMOUNTS
METER TYPE METER SIZE MULTIPLIER
MAXIMUM EFFECTIVE
SIMPLE 5/8" x 3/4" 1.000 $339.63 $339.63
SIMPLE 3/4" 1.000' $339.63 $339.63
SIMPLE 1" 2.500 $849.09 $849.09
SIMPLE 1 -1/2" 5.000 $1,698.17 $1,698.17
SIMPLE 2" 8.000 $2,717.08 $2,717.08
CONFOUND 2" 8.000 $2,717.08 $2,717.08
TURBINE 2" 10.000 $3,396.34 $3,396.34
CONFOUND 3" 16.000 $5,434.15 $5,434.15
TURBINE 3" 24.000 $8,151.23 $8,151.23
CONFOUND 4" 25.000 $8,490.86 $8,490.86
TURBINE 4" 42.000 $14,264.65 $14,264.65
COMPOUND 6" 50.000 $16,981.72 $16,981.72
TURBINE 6" 92.000 $31,246.37 $31,246.37
CONFOUND 8" 80.000 $27,170.75 $27,170.75
TURBINE 8" 160.000 $54,341.51 $54,341.51
CONFOUND 10" 115.000 $39,057.96 $39,057.96
TURBINE 10" 250.000 $84,908.61 $84,908.61
TURBINE 12" 330.000 $112,079.36 $112,079.36
ORDINANCE NO. 2D1 3- 35 Page 29
TABLE 3 -3B
MAXIMUM AND EFFECTIVE IMPACT FEES FOR VARIOUS WATER METER SIZES
FOR AREA 97-01, SPRINGCREEK WASTEWATER LINE
CITY OF COLLEGE STATION
FEE AMOUNTS
METER TYPE METER SIZE MULTIPLIER
MAXIMUM EFFECTIVE
SIMPLE 5/8" x 3/4" 1.000 $144.01 $144.01
SIMPLE 3/4" 1.000 $144.01 $144.01
SIMPLE 1" 2.500 $360.04 $360.04
SIMPLE 1 -1/2" 5.000 $720.07 $720.07
SIMPLE 2" 8.000 $1,152.12 $1,152.12
COMPOUND 2" 8.000 $1,152.12 $1,152.12
TURBINE 2" 10.000 $1,440.15 $1,440.15
COMPOUND 3" 16.000 $2,304.23 $2,304.23
TURBINE 3" 24.000 $3,456.35 $3,456.35
COMPOUND 4" 25.000 $3,600.36 $3,600.36
TURBINE 4" 42.000 $6,048.61 $6,048.61
COMPOUND 6" 50.000 $7,200.73 $7,200.73
TURBINE 6" 92.000 $13,249.34 $13,249.34
COMPOUND 8" 80.000 $11,521.16 $11,521.16
TURBINE 8" 160.000 $23,042.33 $23,042.33
COMPOUND 10" 115.000 $16,561.67 $16,561.67
TURBINE 10" 250.000 $36,003.64 $36,003.64
TURBINE 12" 330.000 $47,524.80 $47,524.80
ORDINANCE NO. 2013- 3537 Page 30
TABLE 3 -
MAXIMUM AND EFFECTIVE IMPACT FEES FOR VARIOUS WATER METER SIZES
FOR AREA 97-02B, ALUM CREEK WASTEWATER LINE
CITY OF COLLEGE STATION
FEE AMOUNTS
METER TYPE METER SIZE MULTIPLIER
MAXIMUM EFFECTIVE
SIMPLE 5/8" x 3/4" 1.000 $44.71 $44.71
SIIVPLE 3/4" 1.000' $44.71 $44.71
SIMPLE 1" 2.500 $111.77 $111.77
SIIVPLE 1 -1/2" 5.000 $223.54 $223.54
SIIVPLE 2" 8.000 $357.66 $357.66
CONFOUND 2" 8.000 $357.66 $357.66
TURBINE 2" 10.000 $447.08 $447.08
CONFOUND 3" 16.000 $715.32 $715.32
TURBINE 3" 24.000 $1,072.98 $1,072.98
COMPOUND 4" 25.000 $1,117.69 $1,117.69
TURBINE 4" 42.000 $1,877.72 $1,877.72
COMPOUND 6" 50.000 $2,235.38 $2,235.38
TURBINE 6" 92.000 $4,113.10 $4,113.10
CONFOUND 8" 80.000 $3,576.61 $3,576.61
TURBINE 8" 160.000 $7,153.21 $7,153.21
COMPOUND 10" 115.000 $5,141.37 $5,141.37
TURBINE 10" 250.000 $11,176.89 $11,176.89
TURBINE 12" 330.000 $14,753.50 $14,753.50
ORDINANCE NO. 2013- 353 - 7 Page 31
TABLE 3 -3D
MAXIMUM AND EFFECTIVE IMPACT FEES FOR VARIOUS WATER METER SIZES
FOR AREA99 -01, HARLEY WATER LINE
CITY OF COLLEGE STATION
FEE AMOUNTS
METER TYPE METER SIZE MULTIPLIER
MAXIMUM EFFECTIVE
SIMPLE 5/8" x 3/4" 1.000 $996.03 $996.03
SIMPLE 3/4" 1.000 $996.03 $996.03
SIMPLE 1" 2.500 $2,490.08 $2,490.08
SIMPLE 1 -1/2" 5.000 $4,980.15 $4,980.15
SIMPLE 2" 8.000 $7,968.24 $7,968.24
COMPOUND 2" 8.000 $7,968.24 $7,968.24
TURBINE 2" 10.000 $9,960.31 $9,960.31
COMPOUND 3" 16.000 $15,936.49 $15,936.49
TURBINE 3" 24.000 $23,904.73 $23,904.73
COMPOUND 4" 25.000 $24,900.76 $24,900.76
TURBINE 4" 42.000 $41,833.28 $41,833.28
COMPOUND 6" 50.000 $49,801.53 $49,801.53
TURBINE 6" 92.000 $91,634.81 $91,634.81
COMPOUND 8" 80.000 $79,682.44 $79,682.44
TURBINE 8" 160.000 $159,364.89 $159,364.89
COMPOUND 10" 115.000 $114,543.51 $114,543.51
TURBINE 10" 250.000 $249,007.64 $249,007.64
TURBINE 12" 330.000 $328,690.08 $328,690.08
ORDINANCE NO. 20)3- 353/ Page 32
TABLE 3 -3E
MAXIMUM AND EFFECTIVE IMPACT FEES FOR VARIOUS WATER METER SIZES
FOR AREA03 -02, STEEPLECHASE WASTEWATER LINE
CITY OF COLLEGE STATION
FEE AMOUNTS
METER TYPE METER SIZE MULTIPLIER
MAXIMUM EFFECTIVE
SIMPLE 5/8" x 3/4" 1.000 $144.87 $144.87 ,
SIIVPLE 3/4" 1.000' $144.87 $144.87
SIIVPLE 1" 2.500 $362.18 $362.18
SIMPLE 1 -1/2" 5.000 $724.37 $724.37
SIMPLE 2" 8.000 $1,158.99 $1,158.99
CONFOUND 2" 8.000 $1,158.99 $1,158.99
TURBINE 2" 10.000 $1,448.73 $1,448.73
COMPOUND 3" 16.000 $2,317.97 $2,317.97
TURBINE 3" 24.000 $3,476.96 $3,476.96
COMPOUND 4" 25.000 $3,621.83 $3,621.83
TURBINE 4" 42.000 $6,084.67 $6,084.67
CONFOUND 6" 50.000 $7,243.66 $7,243.66
TURBINE 6" 92.000 $13,328.33 $13,328.33
CONFOUND 8" 80.000 $11,589.85 $11,589.85
TURBINE 8" 160.000 $23,179.71 $23,179.71
COMPOUND 10" 115.000 $16,660.42 $16,660.42
TURBINE 10" 250.000 $36,218.30 $36,218.30
TURBINE 12" 330.000 $47,808.15 $47,808.15
ORDINANCE NO. 2013-3531 Page 33
EXHIBIT "D"
That Chapter 15, "IMPACT FEES', Exhibit D "Impact Fees Charged', of the Code of Ordinances of
the City of College Station, Texas, is hereby amended, by deleting Exhibit C in its entirety and
replacing as set out hereafter to read as follows:
TABLE 3 -3A
MAXIMUM AND EFFECTIVE IMPACT FEES FOR VARIOUS WATER METER SIZES
FOR AREA92 -01, GRAHAM ROAD WASTEWATER LINE
CITY OF COLLEGE STATION
FEE AMOUNTS
METER TYPE METER SIZE MULTIPLIER
MAXIMUM EFFECTIVE
SIMPLE 5/8" x 3/4" 1.000 $339.63 $339.63
SIMPLE 3/4" 1.000 $339.63 $339.63
SIMPLE 1" 2.500 $849.09 $849.09
SIMPLE 1 -1/2" 5.000 $1,698.17 $1,698.17
SIMPLE 2" 8.000 $2,717.08 $2,717.08
COMPOUND 2" 8.000 $2,717.08 $2,717.08
TURBINE 2" 10.000 $3,396.34 $3,396.34
CONFOUND 3" 16.000 $5,434.15 $5,434.15
TURBINE 3" 24.000 $8,151.23 $8,151.23
CONFOUND 4" 25.000 $8,490.86 $8,490.86
TURBINE 4" 42.000 $14,264.65 $14,264.65
CONFOUND 6" 50.000 $16,981.72 $16,981.72
TURBINE 6" 92.000 $31,246.37 $31,246.37
COMPOUND 8" 80.000 $27,170.75 $27,170.75
TURBINE 8" 160.000 $54,341.51 $54,341.51
CONFOUND 10" 115.000 $39,057.96 $39,057.96
TURBINE 10" 250.000 $84,908.61 $84,908.61
TURBINE 12" 330.000 $112,079.36 $112,079.36
ORDINANCE NO. 7013' 3531 Page 34
TABLE 3 -3B
MAXIMUM AND EFFECTIVE IMPACT FEES FOR VARIOUS WATER METER SIZES
FOR AREA 97-01, SPRINGCREEK WASTEWATER LINE
CITY OF COLLEGE STATION
FEE AMOUNTS
METER TYPE METER SIZE MULTIPLIER
MAXIMUM EFFECTIVE
SIMPLE 5/8" x 3/4" 1.000 $144.01 $144.01
SIMPLE 3/4" 1.000 $144.01 $144.01
SIMPLE 1" 2.500 $360.04 $360.04
SIMPLE 1 -1/2" 5.000 $720.07 $720.07
SIMPLE 2" 8.000 $1,152.12 $1,152.12
COMPOUND 2" 8.000 $1,152.12 $1,152.12
TURBINE 2" 10.000 $1,440.15 $1,440.15
COMPOUND 3" 16.000 $2,304.23 $2,304.23
TURBINE 3" 24.000 $3,456.35 $3,456.35
COMPOUND 4" 25.000 $3,600.36 $3,600.36
TURBINE 4" 42.000 $6,048.61 $6,048.61
COMPOUND 6" 50.000 $7,200.73 $7,200.73
TURBINE 6" 92.000 $13,249.34 $13,249.34
COMPOUND 8" 80.000 $11,521.16 $11,521.16
TURBINE 8" 160.000 $23,042.33 $23,042.33
CONFOUND 10" 115.000 $16,561.67 $16,561.67
TURBINE 10" 250.000 $36,003.64 $36,003.64
TURBINE 12" 330.000 $47,524.80 $47,524.80
ORDINANCE NO. 201 3 ' 35 3 Page 35
TABLE 3 -3C
MAXIMUM AND EFFECTIVE IMPACT FEES FOR VARIOUS WATER METER SIZES
FOR AREA 97 -02B, ALUM CREEK WASTEWATER LINE
CITY OF COLLEGE STATION
FEE AMOUNTS
METER TYPE METER SIZE MULTIPLIER
MAXIMUM EFFECTIVE
SIIVPLE 5/8" x 3/4" 1.000 $44.71 $44.71
SIMPLE 3/4" 1.000 $44.71 $44.71
SIMPLE 1" 2.500 $111.77 $111.77
SIMPLE 1 -1/2" 5.000 $223.54 $223.54
SIMPLE 2" 8.000 $357.66 $357.66
COMPOUND 2" 8.000 $357.66 $357.66
TURBINE 2" 10.000 $447.08 $447.08
COMPOUND 3" 16.000 $715.32 $715.32
TURBINE 3" 24.000 $1,072.98 $1,072.98
COMPOUND 4" 25.000 $1,117.69 $1,117.69
TURBINE 4" 42.000 $1,877.72 $1,877.72
COMPOUND 6" 50.000 $2,235.38 $2,235.38
TURBINE 6" 92.000 $4,113.10 $4,113.10
COIPOUND 8" 80.000 $3,576.61 $3,576.61
TURBINE 8" 160.000 $7,153.21 $7,153.21
COMPOUND 10" 115.000 $5,141.37 $5,141.37
TURBINE 10" 250.000 $11,176.89 $11,176.89
TURBINE 12" 330.000 $14,753.50 $14,753.50
ORDINANCE NO. 2DI 3- 1 Page 36
TABLE 3 -3D
MAXIMUM AND EFFECTIVE IMPACT FEES FOR VARIOUS WATER METER SIZES
FOR AREA 99-01, HARLEY WATER LINE
CITY OF COLLEGE STATION
FEE AMOUNTS
METER TYPE METER SIZE MULTIPLIER
MAXIMUM EFFECTIVE
SIIVPLE 5/8" x 3/4" 1.000 $996.03 $996.03
SIMPLE 3/4" 1.000 $996.03 $996.03
SIMPLE 1" 2.500 $2,490.08 $2,490.08
SIMPLE 1 -1/2" 5.000 $4,980.15 $4,980.15
SIMPLE 2" 8.000 $7,968.24 $7,968.24
CONFOUND 2" 8.000 $7,968.24 $7,968.24
TURBINE 2" 10.000 $9,960.31 $9,960.31
COMPOUND 3" 16.000 $15,936.49 $15,936.49
TURBINE 3" 24.000 $23,904.73 $23,904.73
CONFOUND 4" 25.000 $24,900.76 $24,900.76
TURBINE 4" 42.000 $41,833.28 $41,833.28
COMPOUND 6" 50.000 $49,801.53 $49,801.53
TURBINE 6" 92.000 $91,634.81 $91,634.81
CONFOUND 8" 80.000 $79,682.44 $79,682.44
TURBINE 8" 160.000 $159,364.89 $159,364.89
COMPOUND 10" 115.000 $114,543.51 $114,543.51
TURBINE 10" 250.000 $249,007.64 $249,007.64
TURBINE 12" 330.000 $328,690.08 $328,690.08
ORDINANCE NO. 201 3 - 353i Page 37
TABLE 3 -3E
MAXIMUM AND EFFECTIVE IMPACT FEES FOR VARIOUS WATER METER SIZES
FOR AREA03 -02, STEEPLECHASE WASTEWATER LINE
CITY OF COLLEGE STATION
FEE AMOUNTS
METER TYPE METER SIZE MULTIPLIER
MAXIMUM EFFECTIVE
SIMPLE 5/8" x 3/4" 1.000 $144.87 $144.87
SIIVPLE 3/4" 1.000 $144.87 $144.87
SIMPLE 1" 2.500 $362.18 $362.18
SIMPLE 1 -1/2" 5.000 $724.37 $724.37
SIMPLE 2" 8.000 $1,158.99 $1,158.99
CONFOUND 2" 8.000 $1,158.99 $1,158.99
TURBINE 2" 10.000 $1,448.73 $1,448.73
COMPOUND 3" 16.000 $2,317.97 $2,317.97
TURBINE 3" 24.000 $3,476.96 $3,476.96
CONFOUND 4" 25.000 $3,621.83 $3,621.83
TURBINE 4" 42.000 $6,084.67 $6,084.67
COMPOUND 6" 50.000 $7,243.66 $7,243.66
TURBINE 6" 92.000 $13,328.33 $13,328.33
COMPOUND 8" 80.000 $11,589.85 $11,589.85
TURBINE 8" 160.000 $23,179.71 $23,179.71
COMPOUND 10" 115.000 $16,660.42 $16,660.42
TURBINE 10" 250.000 $36,218.30 $36,218.30
TURBINE 12" 330.000 $47,808.15 $47,808.15