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07-14-16-01 - Resolution - 07/14/2016
RESOLUTION NO. 07-14-16-01 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS, APPROVING THE LAND USE ASSUMPTIONS AND CAPITAL IMPROVEMENTS PLANS FOR THE SYSTEM-WIDE SERVICE AREAS FOR WATER AND FOR WASTEWATER WITHIN THE CITY AND PORTIONS OF ITS EXTRATERRITORIAL JURISDICTION FOR CONSIDERATION OF IMPACT FEES IN ACCORDANCE WITH CHAPTER 395 TEXAS LOCAL GOVERNMENT CODE; AND CONTAINING OTHER PROVISIONS RELATING TO THE SUBJECT MATTER. WHEREAS, Chapter 395 Texas Local Government Code provides the requirements and procedures for the consideration of the adoption of impact fees; and WHEREAS, on or about January 28, 2016, the City retained the services of Freese and Nichols ("Consultant") to perform an impact fee study for the City to consider implementing impact fees on new development for water and/or wastewater services; and WHEREAS, in accordance with Chapter 395 recited above, Consultant prepared the land use assumptions and capital improvements plans for system-wide water and wastewater services in service areas in the City and portions of its extraterritorial jurisdiction; and WHEREAS, on or about June 9, 2016 the City Council of the City of College Station adopted Resolution No. 06-09-16-21 establishing a public hearing date of July 14,2016 to consider the land use assumptions and capital improvements plans for the designated service areas for water and for wastewater impact fees; and WHEREAS, proper notice and the holding of a public hearing occurred during which any member of the public had the right to appear at the hearing and present evidence for or against the proposed land use assumptions and capital improvement plans for water and wastewater impact fees; and WHEREAS, in accordance with Section 395.049 Texas Local Government Code the City Council now desires to adopt the land use assumptions and capital improvements plans as set forth herein; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: Part 1: That the facts and recitations set forth in the preamble of this Resolution are declared true and correct. Part 2: That the land use assumptions and the capital improvements plans for consideration of the imposition of system-wide water and/or wastewater impact fees are hereby approved as set forth in Exhibit "A" attached hereto and made a part hereof. Resolution No. 07-14-16-01 Page 2 of 52 PASSED,ADOPTED and APPROVED this 14th day of July, 2016. APPROVED: ATTEST: Mayor City Secbtary APPROVED: 1111 11 City At I ey Resolution No. 07-14-16-01 Page 3 of 52 EXHIBIT "A" 410 FREESE Innovative approaches Practical results rilLIVICHOLS Outstandinggservice • vi* y. "'^!10- d !° " pi. : " • iriorri-aN On[1f COI i MI Sennr. :1 . WATER AND WASTEWATER IMPACT FEE STUDY LAND USE ASSUMPTIONS AND CAPITAL IMPROVEMENTS PLAN REPORT July 2016 Prepared for: City of College Station CITY OF C01.1.Ii ;I STATION Home of Texas AcrM University' FNI Project Number: CCL16175 Prepared by: FREESE AND NICHOLS,INC. 4055 International Plaza,Suite 200 Fort Worth,Texas,76109 817-735-7300 Innovative approaches f FREESE noatlrear iNICHOLS Outstanding service WATER AND WASTEWATER IMPACT FEE STUDY LAND USE ASSUMPTIONS AND CAPITAL IMPROVEMENTS PLAN REPORT Prepared for: City of College Station ... •TE+}$• ,I '...k41 * o /\ :*r ma?aaamam....aeaas.e....,.- 1 RICHARD WEATHERLY .va•..a...as e.............A. OA o 100211cd,.. IliStiO w\n-4 115//4 W FREESE AND NICHOLS, INe. TEXAS REGISTERED ENGINEERING FIRM F-2144 Prepared by: FREESE AND NICHOLS,INC. 4055 International Plaza,Suite 200 Fort Worth,Texas 76109 817-735-7300 FNI Project Number:CCL16175 Resolution No. 07-14-16-01 Page 6 of 52 Water and Wastewater Impact Fee Study Land Use Assumptions and Capital Improvements Plan Report rim FREESE (flirt City of College Station INIICHOLS Cr!rorCOLLEGE SIM Ion Home ofT.Ad-M Uniwny' TABLE OF CONTENTS 1.0 BACKGROUND 1-1 2.0 LAND USE ASSUMPTIONS 2-1 2.1 Water Impact Fee Service Area 2-1 2.2 Wastewater Impact Fee Service Area 2-4 3.0 CAPITAL IMPROVEMENTS PLAN 3-1 3.1 Water and Wastewater Load Projections 3-1 3.2 Water and Wastewater System Improvements 3-2 LIST OF APPENDICES Appendix A Water and Wastewater Project Costs Table of Contents Resolution No. 07-14-16-01 Page 7 of 52 Water and Wastewater Impact Fee Studyr Land Use Assumptions and Capital Improvements Plan Report FREESE tri Cityof CollegeStation rim FREESE Crn•or COLLEGE Seri ION Hamm afT ALAI Unarm,/ LIST OF TABLES Table 1-1: Abbreviations 1-2 Table 2-1: Water Impact Fee Service Area Population and LUEs 2-1 Table 2-2: Wastewater Impact Fee Service Area Population and LUEs 2-4 Table 3-1: Projected Water Demands 3-1 Table 3-2: Projected Wastewater Flows 3-1 Table 3-3: Proposed Water System Impact Fee Eligible Capital Projects 3-3 Table 3-4: Proposed Wastewater System Impact Fee Eligible Capital Projects 3-4 LIST OF FIGURES Figure 2-1: Future Land Use 2-2 Figure 2-2: Water Impact Fee Service Area 2-3 Figure 2-3: Wastewater Impact Fee Service Area 2-5 Figure 3-1 Water System Impact Fee Capital Improvements Plan 3-5 Figure 3-2 Wastewater System Impact Fee Capital Improvements Plan 3-6 Table of Contents ii Resolution No. 07-14-16-01 Page 8 of 52 Water and Wastewater Impact Fee Study Land Use Assumptions and Capital Improvements Plan ReportFREESE City of College Station �� NICHOLS Cr,,orc „JJ:.r.s,, How ofTex./16M Cr„.,,ry' 1.0 BACKGROUND Chapter 395 of the Texas Local Government Code requires an impact fee analysis before impact fees can be created and assessed. Chapter 395 defines an impact fee as "a charge or assessment imposed by a political subdivision against new development in order to generate revenue for funding or recouping the costs of capital improvements or facility expansions necessitated by and attributable to the new development." In September 2001, Chapter 395 was amended creating the current procedure for implementing impact fees. Chapter 395 identifies the following items as impact fee eligible costs: • Construction contract price • Surveying and engineering fees • Land acquisition costs • Fees paid to the consultant preparing or updating the capital improvements plan (CIP) • Projected interest charges and other finance costs for projects identified in the CIP Chapter 395 also identifies items that impact fees cannot be used to pay for,such as: • Construction, acquisition,or expansion of public facilities or assets other than those identified on the capital improvements plan • Repair,operation,or maintenance of existing or new capital improvements • Upgrading, updating, expanding, or replacing existing capital improvements to serve existing development in order to meet stricter safety, efficiency, environmental,or regulatory standards • Upgrading, updating, expanding, or replacing existing capital improvements to provide better service to existing development • Administrative and operating costs of the political subdivision • Principal payments and interest or other finance charges on bonds or other indebtedness, except as allowed above Background 1-1 Resolution No. 07-14-16-01 Page 9 of 52 Water and Wastewater Impact Fee Study - Land Use Assumptions and Capital Improvements Plan Report ®?NICHOLS FREESE " i City of College Station C.r1Y or COLULF.SI:VI ion HomegrT Ad,H U.imr:ry' As a funding mechanism for capital improvements, impact fees allow cities to recover the costs associated with new or facility expansion in order to serve future development. Statutory requirements mandate that impact fees be based on a specific list of improvements identified in a capital improvements program and only the cost attributed (and necessitated) by new growth over a ten-year period may be considered. As projects in the program are completed, planned costs are updated with actual costs to more accurately reflect the capital expenditure of the program. Additionally, new capital improvement projects may be added to the system. In February 2016,the City of College Station,Texas(City) authorized Freese and Nichols, Inc. (FNI)to perform an impact fee analysis for the City's water and wastewater systems. The purpose of this report is to document the land use assumptions and capital improvements plan which will be used in the development and calculation of water and wastewater impact fees for the City of College Station. The methodology used herein satisfies the requirements of the Texas Local Government Code Section 395 for the establishment of impact fees. As part of the impact fee update, FNI will conduct workshops with the city's appointed Capital Improvements Advisory Committee(CIAC) and City Council.The CIAC's role includes recommending a growth rate for impact fee calculations, reviewing and recommending land use assumptions and Impact Fee Capital Improvements Plans (CIP),and recommending an impact fee rate to the City Council. Table 1-1 provides a glossary for all abbreviations within the report. Table 1-1: Abbreviations Abbreviation Full Nomenclature CIP Impact Fee Capital Improvements Plan CIAC Capital Improvements Advisory Committee FNI Freese and Nichols, Inc. LUES Living Unit Equivalents MGD Million Gallons per Day SH State Highway Background 1-2 Resolution No. 07-14-16-01 Page 10 of 52 Water and Wastewater Impact Fee Study Land Use Assumptions and Capital Improvements Plan Reporta FREESE Cityof CollegeStation NICHOLS Cm•Or Courc;r SIM ION HOW ofT AL.M 2.0 LAND USE ASSUMPTIONS Population and land use are important elements in the analysis of water and wastewater systems.To assist the City of College Station in determining the need and timing of capital improvements to serve future development, a reasonable estimation of future growth is required. Growth and development projections were formulated based on assumptions pertaining to the type, location,quantity,and timing of various future land uses within the community. These land use assumptions,which include population projections,will become the basis for the preparation of impact fee capital improvement plans for water and wastewater facilities. Population growth projections were established based on information being prepared by FNI for the City's Water Master Plan Update and Wastewater Master Plan Update, as well as information on upcoming developments. Existing and future water and wastewater service area populations and living unit equivalents (LUEs)were developed by parcel based on City's projected land use,shown on Figure 2-1. LUEs account for both residential and non-residential growth and are based on land use densities provided by the City's Planning and Development Services department. Since the impact fee service areas are smaller than the service areas considered in the Master Plans, projected populations were decreased to reflect the impact fee service areas. 2.1 WATER IMPACT FEE SERVICE AREA The water impact fee service area is largely defined by the City Limits with the addition of the area south of Pebble Creek and east of State Highway(SH) 6,shown on Figure 2-2. Table 2-1 shows the projected population, non-residential acreage and LUEs for the water impact fee service area. Table 2-1: Water Impact Fee Service Area Population and LUEs Year Population Non-Residential LUEs Acreage 2016 90,617 _ 1,900 51,934 2021 102,345 1,999 57,482 2026 114,993 2,123 62,552 Buildout 150,236 3,244 81,890 Land Use Assumptions 2-1 — u Z WJ '1 0 E a 3 o W =w, v ° v o ., 3 E WZ v Em _ r ME 4; f N < o q a t - E - o -1 LI H w _ 2 O gg9 n 4 - ` ` E ` ` Z CAn E IM P • 4a ,3 o N - - > tt . 5 ' gWlQ )5 lb ii , � 3 3 N =— Lo , 41 < � f m w aW\\ II III IIIF 'm1. I : : ; : : : ; IwUFa , 6 `� 0 U 1 1 _ , r . 4.._. • i , ,, , . • i 4. I '.. _40 '{ / -t, ri:: \kl\\` _..- �` ,,' �` /r/ i' IliAs: .s. \lf• ..„,. s -,r 4414,., .°41t, - • (8 .- / . `A. ir . y�j 4.4:4, J � * r `.',�y A of ..1-1_,- 0.:. .* "'14 --,-#>:\r-- it ' ,-)--\:-/ -„/ .� l .. �, 0. f • I 'I1I Ilk I II III 11111111 .4 + W 3 a 0 QO ro \\ •.....�\ i 'u `w o 1111110ma I Z Id Wm -' E _ o z j m E LLZ `a r�.l n� v� n E 3 . ru l_�- N N W W W 1 �� _— a NCJW.0 q P_ W L� F ' w ,_,P4 ,--1 w m i4_. ... a ,,� r o m . Lfi Si Ei/ p i. \-,.../L,...„.„ .kyr ... ._..5i=� . i ' -'-',/,)-N I .. 0 i I . ' _ ,. \I\\ , , - r;, f • /-k.,--1-' , �_ i ..->N44:, ----- ,' -o-'-''t Wir.'iteir4Te4s„ - ::Afe ‘- Iii.., -,4, • -.,'- '.'..•., ' f- E.' ' ,,.: ..- ' V. .7' i#1/4, 'llir 5 -v. ol4.,,,._ ./ - 7 AV4ke., e . / ro' ' , •_,',1014,114: ,„,.41k,e..., .4t. • .\ 44,,,tfrio. -‘,Al_.- „„40,,,,,,,,, € ' ` , . ,„ \S - VES ' ? S « Sk 1101.)1 11,411 . r , lti3o" oit .. ool ,r n "cn �'\\\\) . `7 f �S) / t � . 6 f } 0 0 0HI T3 / 10 Resolution No 07-14-16-01 Page 13 of 52 Water and Wastewater Impact Fee Study Land Use Assumptions and Capital Improvements Plan ReportFREESE (11/ Cityof CollegeStation ®?NICHOLS Cr! or COLLEGE SIM ION Howell-mu 46.510,,,,,,,,• 2.2 WASTEWATER IMPACT FEE SERVICE AREA The wastewater impact fee service area is also defined by the City Limits with the addition of areas west of Wellborn Road and south of Greens Prairie Trail,shown on Figure 2-3. Table 2-2 shows the projected population, non-residential acreage and LUEs for the wastewater impact fee service area. Table 2-2: Wastewater Impact Fee Service Area Population and LUEs Year Population Non Residential LUEs Acreage 2016 96,449 2,090 51,370 2021 109,586 2,199 57,615 2026 124,800 2,334 63,428 Buildout 191,484 3,562 96,995 Land Use Assumptions 2-4 101 I 0 z Ill ELI o x 2 LC F"'� W a g 3 PH v - p g Wr��--,, W O " f_i[_l_ � a N (_ W. q H li ,_ dw $ a m w u.1 '.7 g II i :°.=2 c .- 77...--- y H ,3 m F 7o a V I [ . � 1Sg , \\\\ y1 u4NIIIIIIIIIIIIIIIIkIIIIIIII"N i. ) '' ') ''''..i. - g I - 17 L, ` `' / / / . il—--.4 * 'i '-•,. t-°r r "'''' ,4 ✓e �' c\ t fes` A / .: ' ,•„.. - ''N 4, ., . , -). • ' , ''.,,,, 4, - .,,, ---, -. 2 - - .....44<, ., _ ..: ,_,, ,,,, ., ,,,I, „,.._ ,.., ., ,. ,,, ,, sie e _� % 4 SAT ,. . _, ..`, tr V't'''', f _ .e.”. ' i ..-,-1., 3 I ( , t_-., ''''— - --,.. 55\\,..,,, .,„..... Z 4 \\.\\\ \ f � j Y o :1 r Resolution No. 07-14-16-01 Page 15 of 52 Water and Wastewater Impact Fee Study Land Use Assumptions and Capital Improvements Plan Report FREESE Cityof College Station ®BNICH®LS g Cri 1'or COLLEGE$'I)\'I ION HomrofT ALMI Uniw.q' 3.0 CAPITAL IMPROVEMENTS PLAN Water and wastewater capital improvements plans (CIP)were developed for the City of College Station as part of the City's Water Master Plan Update and Wastewater Master Plan Update. The recommended improvements will provide the required capacity and reliability to meet projected water demands and wastewater flows through buildout. The water and wastewater projects required to meet growth in the 10-year period were used in the impact fee analysis. 3.1 WATER AND WASTEWATER LOAD PROJECTIONS The population and land use data were used to develop future water demands and wastewater flows based on a projected average day per capita use and peaking factors. The design criteria used to project water demands and wastewater flows were developed as part of the 2016 Water and Wastewater Master Plan Updates. Table 3-1 presents the projected water demands and Table 3-2 presents the projected wastewater flows for the City of College Station in million gallons per day(MGD). Table 3-1: Projected Water Demands Average Day Demand Maximum Day Demand Peak Hourly Demand Year (MGD) (MGD) (MGD) 2016 12.82 26.24 47.23 2021 13.74 27.36 49.24 2026 14.95 29.75 53.55 Buildout 20.10 40.12 72.22 Table 3-2: Projected Wastewater Flows Basin Year Total AveraG DailyalFlow Wastewater Service Area LUEs 2016 6.94 39,475 Carters 2021 7.44 41,726 Creek 2026 7.67 41,727 WWTP Buildout 10.49 56,306 2016 1.67 12,118 Lick Creek _ 2021 2.30 16,114 WWTP 2026 3.18 21,933 Buildout 6.27 41,418 Capital Improvements Plan 3-1 Resolution No.07-14-16-01 Page 16 of 52 Water and Wastewater Impact Fee Study -•, Land Use Assumptions and Capital Improvements Plan Report FREESE (ire City of College Station MinNNICHOLS Cn1 orCOLLEGE SIM ION Haw ofT A&M L.iwniry' 3.2 WATER AND WASTEWATER SYSTEM IMPROVEMENTS Proposed water and wastewater system projects were developed as part of the CIP presented in the 2016 Water and Wastewater Master Plan Updates. A summary of the costs for each of the projects required for the 10-year growth period used in the impact fee analysis for both the water and wastewater systems are shown in Table 3-3 and No. Description of Project Capital Cost EXISTING A High Service Pumping Improvements $3,647,228 Bio-Corridor Waterline $998,884 Area_2 Waterline Extension $1,224,780 D Cooling Tower Expansion $3,840,099 © Well#9 $5,228,000 El Well#9 Collection Line-budget $3,337,000 El Land-Rowe&Allen $1,082,378 © Land-Hanson South $1,048,633 2016 Im.act Fee Study $50,000 Existing Project Sub-total $20,457,002 PROPOSED 1 SH 6 Water Line Connection Phase 1-24"SE of Creagor Lane $960,300 SH 6 Water Line Connection Phase 2 $2,326,700 © 18-inch and 16-inch PRVs for Lower Pressure Plane $546,000 4 New 3 MG Elevated Storage Tank $7,761,000 SH 40 Water Line Extension-Graham Road to Barron Road $2,732,600 6 SH 40 Water Line Extension-Sonoma Subdivision to Victoria Avenue $599,100 SH 6 Water Line Connection Phase 3-24"SE of Greens Prairie Road $823,700 El Dowling Road Pump Station North Water Line Replacement $1,151,300 9 Harvey Mitchell Parkway Water Line Replacement $3,580,200 10 Water Supply Well 10 $8,018,400 Proposed Project Sub-total $28,499,300 Total Capital Improvements Cost $48,956,302 Capital Improvements Plan 3-2 Resolution No. 07-14-16-01 Page 17 of 52 Water and Wastewater Impact Fee Study Land Use Assumptions and Capital Improvements Plan Report FREESE (eV Cityof College Station ��iNKNOLS g CrnorCorm,I.SiAiton Nome of Mu_Ac,51 Table 3-4, respectively. Detailed project costs are included in Appendix A. Costs listed for the existing projects are based on actual design and construction costs provided by the City. The 2016 percent utilization is the portion of a project's capacity required to serve existing development. It is not included in the impact fee analysis. The 2026 percent utilization is the portion of the project's capacity that will be required to serve the City of College Station in 2026. The 2016-2026 percent utilization is the portion of the project's capacity required to serve development from 2016 to 2026. The water and wastewater hydraulic models were used to assist in the calculation of project utilization percentages. The portion of a project's total cost that is used to serve development projected to occur from 2016 through 2026 is calculated as the total actual cost multiplied by the 2016-2026 percent utilization. Only this portion of the cost is used in the impact fee analysis. The proposed 10- year water system projects are shown on Figure 3-1. Proposed wastewater projects are shown on Figure 3-2. Capital Improvements Plan 3-3 Resolution No. 07-14-16-01 Page 18 of 52 Water and Wastewater Impact Fee Study .4 y Land Use Assumptions and Capital Improvements Plan Report FREESE o Cityof College Station Ir.iNKHOLS g CrrrnfCourcI:SIAIION Ho�.ofT AdAf(,hnJ}' Table 3-3: Proposed Water System Impact Fee Eligible Capital Projects No. Description of Project Capital Cost EXISTING A High Service Pumping Improvements $3,647,228 ME Bio-Corridor Waterline $998,884 El Area 2 Waterline Extension $1,224,780 D Cooling Tower Expansion $3,840,099 ® Well#9 -_ $5,228,000 El Well#9 Collection Line-budget _ $3,337,000 111 Land-Rowe&Allen _ $1,082,378 © Land-Hanson South $1,048,633 El 2016 Impact Fee Study $50,000 IMP ___ Existing Project Sub-total $20,457,002 PROPOSED il SH 6 Water Line Connection Phase 1-24"SE of Creagor Lane $960,300 E. SH 6 Water Line Connection Phase 2 $2,326,700 Q 18-inch and 16-inch PRVs for Lower Pressure Plane $546,000 4 New 3 MG Elevated Storage Tank $7,761,000 ASH 40 Water Line Extension-Graham Road to Barron Road $2,732,600 SH 40 Water Line Extension-Sonoma Subdivision to Victoria Avenue I $599,100 El SH 6 Water Line Connection Phase 3-24"SE of Greens Prairie Road $823,700 En Dowling Road Pump Station North Water Line Replacement $1,151,300 Harvey Mitchell Parkway Water Line Replacement $3,580,200 Water Supply Well 10 $8,018,400 Proposed Project Sub-total $28,499,300 Total Capital Improvements Cost $48,956,302 Capital Improvements Plan 3-4 Resolution No. 07-14-16-01 Page 19 of 52 Water and Wastewater Impact Fee Study - Land Use Assumptions and Capital Improvements Plan Report FREESE (kis City of College Station �� NICHOLS �,�,,. , .OLI.r;Est ZION Nonr ofTr,.0 AG,N(Girn:nj Table 3-4: Proposed Wastewater System Impact Fee Eligible Capital Projects No. Description of Project Capital Cost EXISTING A Bee Creek Interceptor Phase 1 $3,600,939 B Royder/Live Oak Sewer Service $1,691,256 C 2016 Impact Fee Study ' $50,000 Existing Project Sub-total $5,342,195 PROPOSED 1 54/60-inch Bee Creek Interceptor Phase 2 $7,060,400 2 42/48-inch Bee Creek Interceptor Phase 3 $5,511,400 3 54-inch Lick Creek Interceptor Phase 1 $2,756,600 4 54-inch Lick Creek Interceptor Phase 2 $8,739,500 5 Expand Lick Creek WWTP Capacity to 5 MGD $29,949,000 6 42/48-inch Medical District Interceptor Phase 1 $9,319,500 7 4 MGD Diversion Lift Station and 24-inch Force Main $12,024,500 8 42-inch Northeast Interceptor Phase 1 $3,501,600 9 48-inch Northeast Interceptor Phase 2 $2,577,900 10 36-inch Northeast Interceptor Phase 3 $5,587,400 11 24/30-inch Northeast Interceptor Phase 4 $3,427,700 12 30/36-inch Southwood Valley Interceptor Phase 1 $3,286,400 13 15/18/24-inch Southwood Valley Interceptor Phase 2 $1,961,400 14 Hensel Park Lift Station Expansion to 6 MGD $4,682,500 15 Expand Lick Creek WWTP Capacity to 8 MGD $24,717,000 16 Diversion Lift Station Expansion to 10 MGD $2,496,000 17 24/27-inch Alum Creek Interceptor $9,018,800 18 3 MGD Peach Creek Lift Station and 16-inch Force Main $4,165,200 19 12/21/24-inch Royder Road Interceptor $4,086,500 20 18/21/24-inch Medical District Interceptor Phase 2 $3,456,900 Proposed Project Sub-total $148,326,200 Total Capital Improvements Cost $153,668,395 Capital Improvements Plan 3-5 Z . , g t t: 3 3 '— 2E' 4442-ggEjgA 'D i' u - 2 2 71 1 15 C4 0 1 n— -: 2 o o :1 2 0 L_ _ .J ,, ; 2 ,, ,. 8 g i' 3 3 g ) 2 2 ., 'cl- ' (u-lj LL w- W rDoww -) 1 1,§ 1 s o-7, 1 i id C. ; r4 H w t t• t 4-t " it li P le• 1 ; "I ' 2 egW 1-• -- 5' e, n AA gi Ii A PL_ ! ! 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L. `t /////?\-2--' \_,. \//71:/1/77-' ---,—_-_____-- t \\\,/, ',- \\4.4" tr f 1 //11 to {(J/ o J d'i ( o z 4. ,,2\ jl f` Jr LL Resolution No.07-14-16-01 Page 22 of 52 Water and Wastewater Impact Fee Study je- Land Use Assumptions and Capital Improvements Plan Report irmFREESE Cityof CollegeStation `NICMOLS Cm orCoUEGESrxlION Hew Tam Ad*Mown, APPENDIX A Water and Wastewater Project Costs Appendix A:Water and Wastewater Project Costs A-1 Resolution No. 07-14-16-01 Page 23 of 52 City of College Station FREESE � Water C I P Projects ects /FM QNicHOLsIT OF ate , (:rHowo 7r,u .cr.Simu» • /lmrva 7r.�m Ad-hl(balmify OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 1 Pro'ect Descri•tion SH 6 Water Line Connection Phase 1 - 24" SE of Creagor Lane Detailed Descri•tion New 24-inch water line along SH 6 from SH 40 to Creagor Lane. Purpose Connect existing 24-inch water lines on the east side of SH 6 and serve new Lower Pressure Plane. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 24"D.I.W.L. &A..urt. I 2,500 LF $192 $480,000 2 38"Bonn. and Casin. 100 LF $665 $66,500 3 24"Gate Valves 3 EA $21,000 $63,000 4 Fire H drants 2 EA $3,000 $6,000 SUBTOTAL: $615,500 CONTINGENCY 30% $184,700 SUBTOTAL: $800,200 ENG/SURVEY 20% $160,100 SUBTOTAL: $960,300 PROJECT TOTAL $960,300 Resolution No, 07-14-16-01 Page 24 of 52 City of College Station FREESE (41 ' AICHOLSCrnOF-C01orrFCF.Si;cnoN Water CIP Projects T-.N ...•.11 OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 2 Pro'ect Descri•tion _ SH 6 Water Line Connection Phase 2 Detailed Description New 18-inch water line along SH 6 from Wood Creek Drive to Sebesta Road, new 18-inch water line from Old Rock Prairie Road to Rock Prairie Road, new 12-inch water line Emerald Parkway to North Forest Parkway, and new 20-inch water line from Harvey Mitchell Parkway to Sebesta Road to replace the existing 12-inch water line. Pur•ose Connect existing 18-inch and 12-inch water lines on the east side of SH 6 and serve new Lower Pressure Plane and reduce excessive headloss in existing water lines. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 20"D.I.W.L. &A••urt. 2,700 LF $160 $432,000 2 18"D.I.W.L. &A•.urt. 3,900 LF $144 $561,600 3 12"C900 W.L. &A••urt. 1,500 LF $96 $144,000 4 34"Bonn. and Casin• 250 LF $595 $148,750 5 20"Gate Valves 7 EA $17,000 $119,000 6 18"Gate Valves 4 EA $12,000 $48,000 7 12"Gate Valves 1 EA $3,000 $3,000 8 Fire H drants 5 EA $3,000 $15,000 9 Pavement Re.air _ 400 LF $50 $ 20,000 SUBTOTAL: $1,491,400 CONTINGENCY 30% $447,500 SUBTOTAL: $1,938,900 ENG/SURVEY 20% $387,800 SUBTOTAL $2,326,700 PROJECT TOTAL $2,326,700 Resolution No. 07-14-16-01 Page 25 of 52 City of College Station /ramFREESE NICHOLS CV -44 Water CIP Projects O�(:or.rec:FS,,eryoN OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 3 Pro'ect Descri.tion _ 18-inch and 16-inch PRVs for Lower Pressure Plane Detailed Descri @ion New 18-inch pressure reducing valve on the existing 18-inch water line crossing SH 6 at Harvey Mitchell Parkway and new 16-inch pressure reducing valve on the existing 16-inch water line crossing SH 6 at Graham Road. Pur•ose — Reduce pressure from Upper Pressure Plane to serve new Lower Pressure Plane and improve customer water pressure. - - - ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 18" Pressure Reducin• Valve 1 EA $190,000 $190,000 16"Pressure Reducin• Valve 1 EA $160,000 $160,000 SUBTOTAL: $350,000 CONTINGENCY 30% $105,000 SUBTOTAL: -- $455,000 ENG/SURVEY 20% $91,000 SUBTOTAL: $546,000 PROJECT TOTAL $546,000 Resolution No. 07-14-16-01 Page 26 of 52 City of College Station FREESE 4 Water CIP j ��<NICHOLS Projects C!n �r Cor.r.r-.cr•.SI VI rrry !lmur o 7covdc-M Uniirni OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 4 Pro'ect Descri+tion New 3 MG Elevated Storage Tank Detailed Descri•tion New 3 MG elevated storage tank located near the Scott and White hospital along SH 6. Overflow elevation will be 472' in the new Lower Pressure Plane. Purpose Additional elevated storage to meet City's design criteria and TCEQ minimum requirements and serve new Lower Pressure Plane. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 3 MG Elevated Stora.e Tank 1 EA $4,975,000 $4,975,000 NEM SUBTOTAL: $4,975,000 CONTINGENCY 30% $1,492,500 SUBTOTAL: $6,467,500 ENG/SURVEY 20% $1,293,500 SUBTOTAL: $7,761,000 PROJECT TOTAL $7,761,000 Resolution No. 07-14-16-01 Page 27 of 52 City of College Station FREESE - , Water CIP Projects •IIIICHOLS c„,o7COLLGESI.VIION ate OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 5 Project Descri•tion SH 40 Water Line Extension - Graham Road to Barron Road Detailed Descri•tion New 24-inch water line along SH 40 from Graham Road to Barron Road to complete a section of existing 24" water line. Pur lose Connect existing 24-inch water lines and reduce headloss between Dowling Road Pump Station and the Greens Prairie Elevated Storage Tank. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 24"D.I.W.L. &Ap.urt. 5,300 LF $192 $1,017,600 2 38"Bonn. and Casino 800 LF $665 $532,000 3 24"Gate Valves 8 EA $21,000 $168,000 4 Fire H drants 8 EA $3,000 $24,000 5 Pavement Re.air 200 LF $50 $10,000 111111111 SUBTOTAL: $1,751,600 CONTINGENCY 30% $525,500 SUBTOTAL: $2,277,100 ENG/SURVEY 20% $455,500 SUBTOTAL: $2,732,600 PROJECT TOTAL $2,732,600 Resolution No. 07-14-16-01 Page 28 of 52 City of College Station r-MMFREESE .iNICHOLS `"'°f�°�L°`�' ""� Water CIP Projects Homr o TrarArr.41 Unircni OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 6 Pro`ect Descri•ton SH 40 Water Line Extension - Sonoma Subdivision to Victoria Avenue Detailed Description New 24-inch water line along SH 40 from Sonoma Subdivision to Victoria Avenue to complete a section of existing 24" water line. Pur•ose Connect existing 24-inch water lines and reduce headloss between Dowling Road Pump Station and the Greens Prairie Elevated Storage Tank. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 24"D.I.W.L. &A.•urt. 1,500 LF $192 _$288,000 2 24"Gate Valves 4 EA $21,000 $84,000 3 Fire H drants _ 4 EA $3,000 $12,000 SUBTOTAL: $384,000 CONTINGENCY 30% $115,200 SUBTOTAL: $499,200 ENG/SURVEY 20% $99,900 S U BTOi AL: $599,100 PROJECT TOTAL $599,100 Resolution No. 07-14-16-01 Page 29 of 52 City of College Station rim FREESE <NICHOLS Water CIP Projects -11'O-OLLEGE-1.XI1ON OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 7 Pro'ect Descri•tion SH 6 Water Line Connection Phase 3 - 24" SE of Greens Prairie Road Detailed Description New 24-inch water line along SH 6 from Venture Drive to SH 40. Pur•ose Connect existing 24-inch and 8-inch water lines on the east side of SH 6 and serve new Lower Pressure Plane. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 24"D.I.W.L. &A.•urt. _ 2,500 LF $192 $480,000 2 24"Gate Valves 2 EA $21,000 $42,000 3 Fire H drants 2 EA $3,000 $6,000 SUBTOTAL: _ $528,000 CONTINGENCY 30% $158,400 SUBTOTAL: $686,400 ENG/SURVEY 20% $137,300 SUBTOTAL: $823,700 PROJECT TOTAL $823,700 Resolution No. 07-14-16-01 Page 30 of 52 City of College Station 4V- ii 1UIFREESE NICHOLS Water CIP Projects ._.,11.701,�°L`LGGs''"` 'N OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 8 Pro'ect Descri•tion Dowling Road Pump Station North Water Line Replacement Detailed Description ,New 30-inch water line from existing 42-inch water line north from Dowling Road Pump Station to Harvey Mitchell Parkway to replace existing 24-inch water line and new 12-inch water line along Holleman Drive to connect existing 12-inch water line to existing 42-inch water line from Dowling Road Pump Station. _ Purpose - Increase capacity and reduce excessive headloss in existing water lines and reduce discharge pressure at Dowling Road Pump Station. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 30"D.l.W.L. &A.surt. 1,100 LF $240 $264,000 2 48" Bonn. and Casin. 100 LF $840 $84,000 3 12"C900 W.L. &A•'Lid. 1,000 LF $96 $96,000 4 20"Bonn. and Casino 200 LF $350 $70,000 5 30"Gate Valves 3 EA $53,000 $159,000 6 12"Gate Valves 3 EA $3,000 $9,000 7 Fire H drants 2 EA $3,000 $6,000 8 Pavement Re'air 1,000 LF $50 $50,000 SUBTOTAL: $738,000 CONTINGENCY 30% $221,400 SUBTOTAL: $959,400 ENG/SURVEY 20% $191,900 SUBTOTAL: $1,151,300 PROJECT TOTAL $1,151,300 Resolution No. 07-14-16-01 Page 31 of 52 City of College Station FREESE FiI1uIHOLS Water CIP Projects cl'TUfcOLLE°CsL'"°N Hann n Trx..r Ari:V Unircoir OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 9 Pro'ect Descri•tion Harvey Mitchell Parkway Water Line Replacement Detailed Descri•tion New 30-inch water line along Harvey Mitchell Parkway from Wellborn Road to Welsh Avenue to replace existing 24-inch water line. Pur•ose Increase capacity and reduce excessive headloss in existing water lines that occur with increased water demand. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 30"D.I.W.L. &A..urt. 4,800 LF $240 $1,152,000 2 48"Bonn. and Casino 850 LF $840 $714,000 3 30"Gate Valves _ 8 EA $53,000 $424,000 4 Pavement Repair 100 LF $50 $5,000 SUBTOTAL: $2,295,000 CONTINGENCY 30% $688,500 SUBTOTAL: $2,983,500 ENG/SURVEY 20% $596,700 SUBTOTAL: $3,580,200 PROJECT TOTAL $3,580,200 Resolution No. 07-14-16-01 Page 32 of 52 City of College Stationrii FREESE AICHOLSCriaorCo�acnsi,eicoN Water CIP Projects H�,JT ,,w.,,�.,r OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 10 Pro-ect Descri•tion Water Supply Well 10 Detailed Descri•tion New 3,300 gpm water supply well in the Simsboro aquifer with collection line. Purpose - Increase groundwater pumping capacity to meet City's design criteria and TCEQ alternative capacity requirements. - ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 3,300 ••m Water Su•.I Well 1 EA $2,500,000 $2,500,000 2 30"D.I.W.L. &A.'Lit 11,000 M $240 $2,640,000 SUBTOTAL: $5,140,000 CONTINGENCY 30% $1,542,000 SUBTOTAL: $6,682,000 ENG/SURVEY 20% _ $1,336,400 SUBTOTAL: $8,018,400 PROJECT TOTAL $8,018,400 Resolution No. 07-14-16-01 Page 33 of 52 City of College Station r-olFREESE (Akrf MICHOLS up�a Gn��.ceS�,s,Aeui�� Wastewater CIP Projects C OPINION OF PROBABLE COST July 13, 20161 Construction Project Number I 1 Pro'ect Descri.tion 54/60-inch Bee Creek Interceptor Phase 2 Detailed Descri.tion New 54-inch and 60-inch interceptors from SH 6 to the Carters Creek WWTP along Bee Creek. Pro'ect Driver The recommended lines are sized to convey projected peak wet weather buildout flows. This project will also alleviate the existing lack of capacity. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 60"Pi.e 2,300 LF $540 $1,242,000 2 54"Pi.e _ 4,300 LF $486 $2,089,800 3 72"Diameter Manhole _ 24 EA $6,000 $144,000 4 60"Borin. and Casino 1,000 LF $1,050 $1,050,000 SUBTOTAL: $4,525,800 CONTINGENCY 30% $1,357,800 SUBTOTAL: $5,883,600 ENG/SURVEY 20% $1,176,800 SUBTOTAL: $7,060,400 PROJECT TOTAL $7,060,400 Resolution No. 07-14-16-01 Page 34 of 52 City of College Station rr FREESE (Lifi N<NICHOLS Wastewater CIP Projects ICOLLLGES1AIRN OPINION OF PROBABLE COST July 13, 2016 Construction Project Number f 2 Pro`ect Desch•tion 42/48-inch Bee Creek Interceptor Phase 3 _ Detailed Description New 42-inch and 48-inch interceptors from Longmire Drive to SH 6 along Bee Creek. Pro'ect Driver The recommended lines are sized to convey projected peak wet weather buildout flows. This project will also alleviate the existin• lack of capacity. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 48"Pi•e 2,400 LF $432 $1,036,800 2 42"Pi.e 3,700 LF $378 $1,398,600 3 18"Sli• line 1,500 LF $144 $216,000 4 15"Sli• line 1,700 LF $120 $204,000 5 72"Diameter Manhole 20 EA $6,000 $120,000 _ 6 54"Bonin. and Casin• 500 LF $945 $472,500 7 Pavement Re•air 1,700 LF $50 $85,000 SUBTOTAL: $3,532,900 CONTINGENCY 30% $1,059,900 SUBTOTAL: $4,592,800 ENG/SURVEY 20% $918,600 SUBTOTAL: $5,511,400 PROJECT TOTAL $5,511,400 Resolution No. 07-14-16-01 Page 35 of 52 City of College Station r7 FRE ESE (orf =NICHOLS Wastewater CIP Projects `"" "'."°'.s'''""V OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 3 Pro'ect Descri•tion 54-inch Lick Creek Interceptor Phase 1 _ Detailed Description New 54-inch interceptor to replace the existing 18-inch gravity line from the Pebble Creek subdivision to the Lick Creek WWTP along Lick Creek. Pro'ect Driver The recommended lines are sized to convey projected peak wet weather buildout flows and flows from the new Diversion Lift Station. This project will also alleviate the lack of capacity in the existing Lick ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 54"Pi se 3,500 LF $486 $1,701,000 2 72"Diameter Manhole 11 EA $6,000 $66,000 SUBTOTAL: $1,767,000 CONTINGENCY 30% $530,100 SUBTOTAL: $2,297,100 ENG/SURVEY 20% $459,500 SUBTOTAL: - $2,756,600 'PROJECT TOTAL $2,756,600 Resolution No. 07-14-16-01 Page 36 of 52 City of College StationFREESE Ca, r ° I°N IC Wastewater CIP Projects CI )1, ,L.LLGE S I A ""v OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 4 Pro'ect Descri.tion _ 54-inch Lick Creek Interceptor Phase 2 Detailed Description New 54-inch interceptor from William D. Fitch Parkway to the Pebble Creek subdivision along Lick Creek. Pro'ect Driver The recommended lines are sized to convey projected peak wet weather buildout flows and flows from the new Diversion Lift Station. This project will also alleviate the lack of capacity in the existing Lick ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 54"Pi.e 10,200 LF $486 $4,957,200 72"Diameter Manhole 20 EA $6,000 $120,000 3 60" Borin• and Casin. 500 LF $1,050 $525,000 MINE ,kilimiliSUBTOTAL: $5,602,200 CONTINGENCY 30% $1,680,700 SUBTOTAL: $7,282,900 ENG/SURVEY 20% $1,456,600 SUBTOTAL: $8,739,500 PROJECT TOTAL $8,739,500 Resolution No. 07-14-16-01 Page 37 of 52 City of College Station FREESE -� r-� ( iY Wastewater CIP Projects OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 5 Pro'ect Descri•tion Expand Lick Creek WWTP Capacity to 5 MGD Detailed Description Expand Lick Creek WWTP by 3 MGD to 5 MGD capacity. Pro'ect Driver _ The recommended expansion is sized to convey projected average daily buildout flows and flows from the new Diversion Lift Station. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 3 MGD Lick Creek WWTP Ex.ansion Phase 1 1 EA $19,966,000 $19,966,000 SUBTOTAL: $19,966,000 CONTINGENCY 25% $4,991,500 SUBTOTAL: $24,957,500 ENG/SURVEY 20% $4,991,500 SUBTOTAL: $29,949,000 PROJECT TOTAL $29,949,000 Resolution No. 07-14-16-01 Page 38 of 52 City of College Station FREESE (oroer.,,k, =NICHOLS C„s„rCn,�cceSi,eucw Wastewater CIP Projects OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 6 Pro'ect Descri•tion 42/48-inch Medical District Interceptor Phase 1 Detailed Descri•tion New 42-inch and 48-inch interceptors from Bird Pond Road to SH 40 through the future Medical District. Pro'ect Driver The recommended lines are sized to convey projected peak wet weather buildout flows and flows from the new Diversion Lift Station. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 48"Pi•e 7,000 LF $432 $3,024,000 2 42"Pi•e 6,500 LF $378 $2,457,000 3 72"Diameter Manhole 28 EA $6,000 $168,000 4 Pavement Re•air 6,500 LF $50 $325,000 SUBTOTAL: $5,974,000 CONTINGENCY 30% $1,792,200' SUBTOTAL: $7,766,200 ENG/SURVEY _ 20% $1,553,300 SUBTOTAL: $9,319,500 PROJECT TOTAL $9,319,500 Resolution No. 07-14-16-01 Page 39 of 52 City of College Station r7roicHo�s Cin r Cn.r_rc:e Si,�i iw Wastewater CIP Projects OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 1 7 Pro'ect Deseri.tion 4 MGD Diversion Lift Station and 24-inch Force Main Detailed Descri•tion New 4 MGD lift station with 16 MGD wet well and 24-inch force main near Carters Creek WWTP. Pro'ect Driver The recommended lift station is sized to convey a portion of projected peak wet weather buildout flows to the Lick Creek WWTP. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 4 MGD Firm Pum.in• and 16 MGD Wet Well 1 EA I $4,900,000 $4,900,000 2 24"Pi ie 13,000 LF $216 $2,808,000 SUBTOTAL: $7,708,000 CONTINGENCY 30% $2,312,400 SUBTOTAL: $10,020,400 ENG/SURVEY 20% $2,004,100 SUBTOTAL: $12,024,500 PROJECT TOTAL $12,024,500' Resolution No. 07-14-16-01 Page 40 of 52 City of College StationFREESE r-M ANICHOLS (*I' Wastewater CIP Projects c" "`"°' ''A',"N OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 8 Pro'ect Descri stion 42-inch Northeast Interceptor Phase 1 Detailed Description New 42-inch interceptor to replace existing gravity lines from Harvey Road to Wolf Pen Creek. Project Driver - The recommended lines are sized to convey projected peak wet weather buildout flows. This project will also alleviate the existing lack of capacity. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 42"Pi.e 5,700 LF $378 $2,154,600 2 72"Diameter Manhole 15 EA $6,000 $90,000 IM=== SUBTOTAL: $2,244,600 CONTINGENCY 30% $673,400 SUBTOTAL: $2,918,000 ENG/SURVEY 20% $583,600 SUBTOTAL: $3,501,600 PROJECT TOTAL $3,501,600 Resolution No. 07-14-16-01 Page 41 of 52 City of College Station 4.f�FREESE " ANICHOLS Wastewater CIP Projects C111 "``"'L`°LS'`'""V OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 9 Pro'ect Descri•tion 48-inch Northeast Interceptor Phase 2 Detailed Description New 48-inch interceptor to replace existing gravity lines from Wolf Pen Creek to the Carters Creek WWTP. Project Driver The recommended lines are sized to convey projected peak wet weather buildout flows. This project will also alleviate the existing lack of capacity. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 48"Pi ie 3,700 LF $432 $1,598,400 2 72"Diameter Manhole 9 EA $6,000 $54,00.0 SUBTOTAL: $1,652,400' CONTINGENCY 30% $495,800 SUBTOTAL: $2,148,200 ENG/SURVEY 20% $429,700 SUBTOTAL: $2,577,900 PROJECT TOTAL $2,577,900 Resolution No. 07-14-16-01 Page 42 of 52 City of College Station FREESE (.01 r7?NICHOLS Cii,,mCni,Lcc�Si.cuuv Wastewater CIP Projects OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 1 10 Pro'ect Descri.tion 36-inch Northeast Interceptor Phase 3 Detailed Descri•tion New 36-inch interceptor to replace existing gravity lines from SH 6 to Harvey Road. Pro'ect Driver The recommended lines are sized to convey projected peak wet weather buildout flows. This project will also alleviate the existing lack of capacity. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 36"Pi•e 5,400 LF $324 $1,749,600 2 30"Pi.e 3,100 LF $270 $837,000 3 72"Diameter Manhole 15 LF $6,000 $90,000 4 60"Diameter Manhole 10 EA $6,000 $60,000_ 5 48"Borin• and Casin• 500 LF $840 $420,000 6 Pavement Re•air 8,500 LF $50 $425,000 • SUBTOTAL: _$3,581,600 CONTINGENCY 30°%° $1,074,500 SUBTOTAL: $4,656,100 ENG/SURVEY 20% $931.300 SUBTOTAL: $5,587,400 PROJECT TOTAL $5,587,400 Resolution No. 07-14-16-01 Page 43 of 52 City of College Station m FREESE (1111:11/1"4 � r7 iNICHOLS Wastewater CIP Projects 0111 C"'L`°`''`""'V OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 11 Pro'ect Descri•tion 24/30-inch Northeast Interceptor Phase 4 _ Detailed Descri•tion New 24-inch and 30-inch interceptors to replace existing gravity lines from Tarrow Street to SH 6. Pro'ect Driver The recommended lines are sized to convey projected peak wet weather buildout flows. This project will also alleviate the existing lack of capacity. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 '30"Pise _ 4,000 LF $270 $1,080,000 2 24"Pi•e 2,200 LF $216 $475,200 _ 3 60"Diameter Manhole 11 EA $6,000 $66,000 4 38" Borin• and Casin• 400 LF $665 $266,000 5 Pavement Repair 6,200 LF $50 $310,000 SUBTOTAL: _ $2,197,200 CONTINGENCY 30% $659,200 SUBTOTAL: $2,856,400 ENG/SURVEY 20% $571,300 SUBTOTAL: $3,427,700 PROJECT TOTAL $3,427,700 Resolution No, 07-14-16-01 Page 44 of 52 City of College StationFREESE 7 MICHOLS Ciiti uri,einw Wastewater CIP Projects Ga�ceeS „..,,�,rY.,LL:.- OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 12 Pro'ect Descri•tion 30/36-inch Southwood Valley Interceptor Phase 1 Detailed Descri•tion New 30-inch and 36-inch interceptors to replace existing gravity lines from Longmire Drive to the Bee Creek Trunk Line (Project 2). Pro'ect Driver The recommended lines are sized to convey projected peak wet weather buildout flows. This project will also alleviate the existing lack of capacity. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 36" Pi.e 3,400 LF $324 $1,101,600 30 Pi.e 3,500 LF $270 $945,000 72"Diameter Manhole 10 EA $6,000 $60,000 C a SUBTOTAL: $2,106,600 CONTINGENCY 30% $632,000 SUBTOTAL: $2,738,600 ENG/SURVEY 20% $547,800 SUBTOTAL: $3,286,400 PROJECT TOTAL $3,286,400 Resolution No. 07-14-16-01 Page 45 of 52 City of College Station FNRICHOLE EES r-�< s Wif Ci i��m COLLEGE SIM ri iuu Wastewater CIP Projects OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 13 Pro'ect Descri•tion 15/18/24-inch Southwood Valley Interceptor Phase 2 Detailed Descri•tion New 15, 18 and 24-inch interceptors to replace existing gravity lines from Welsh Avenue to Longmire Drive. Pro'ect Driver The recommended lines are sized to convey projected peak wet weather buildout flows. This project will also alleviate the existing lack of capacity. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 24"Pi.e 700 LF $216 $151,200 2 18"Pi•e 2,800 LF $162 $453,600 3 15"Pi•e 1,300 LF $135 $175,500 4 60"Diameter Manhole 32 EA $6,000 $192,000 5 48"Diameter Manhole 9 EA $5,000 $45,000 6 Pavement Re.air 4,800 LF $50 $240,000 SUBTOTAL: $1,257,300 CONTINGENCY 30% $377,190 SUBTOTAL: $1,634,490 ENG/SURVEY 20% $326,900 SUBTOTAL: $1,961,390 PROJECT TOTAL $1,961,390 Resolution No. 07-14-16-01 Page 46 of 52 City of College StationFREESE -® r7 2NICHOLS Wastewater CIP Projects ` "'L101'''"""N N.nr JTre„rAdAl!'nr„'.,in' OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 14 Pro'ect Descri•tion Hensel Park Lift Station Expansion to 6 MGD Detailed Descri•don Replace 3 MGD pumps with 6 MGD firm pumping capacity and add 6 MGD wet well and 16-inch force main. The City is conducting a supplemental Northgate Study to determine the size of a gravity line to potentially replace the Hensel Park Lift Station. Project Driver The recommended expansion is sized to convey projected peak wet weather buildout flows from Northgate. This project will also alleviate the existing lack of capacity. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 6 MGD Firm Pum.in. and 6 MGD Wet Well 1 EA $2,080,000 $2,080,000 2 16” Pi•e 6,400 LF $144 $921,600 SUBTOTAL: $3,001,600 CONTINGENCY 30% $900,480 SUBTOTAL: $3,902,0801 ENG/SURVEY 20% $780,420 SUBTOTAL: $4,682,500 PROJECT TOTAL $4,682,500 Resolution No. 07-14-16-01 Page 47 of 52 City of College Station FREESE (frol FM`<NICHOLS Cup�u Wastewater CIP Projects t,,,.,r..,,,��-..,CuLLLceSI,rinw OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 15 Pro-act Description Expand Lick Creek WWTP Capacity to 8 MGD Detailed Descri•tion Expand Lick Creek WWTP by 3 MGD to 8 MGD capacity. Project Driver _ The recommended expansion is sized to convey projected average daily buildout flows and flows from the new Diversion Lift Station. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 3 MGD Lick Creek WWTP Extension Phase 2 1 EA $16,478,000 $16,478,000 SUBTOTAL: $16,478,000 CONTINGENCY 25% $4,119,500 SUBTOTAL: $20,597,500 ENG/SURVEY 20% $4,119,500 SUBTOTAL: $24.717.000 0 PROJECT TOTAL $24,717,000 Resolution No. 07-14-16-01 Page 48 of 52 City of College StationriIFREESE s Ocie Wastewater CIP Projects C1F1 o o GGSJAI1oN OPINION OF PROBABLE COST Jul`' 13, 2016 Construction Project Number 16 Pro'ect Descri.tion Diversion Lift Station Expansion to 10 MGD Detailed Descri @don Replace 4 MGD pumps with 10 MGD firm pumping capacity and add electrical and generator. Pro'ect Driver _ The recommended expansion is sized to convey projected peak wet weather buildout flows. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 10 MGD Firm Pum.in. 1 EA $1,600,000 $1,600,000 SUBTOTAL: $1,600,000 CONTINGENCY 30% $480,000 SUBTOTAL: $2,080,000 ENG/SURVEY 20% $416,000 SUBTOTAL: $2,496,000 PROJECT TOTAL $2,496,000 Resolution No. 07-14-16-01 Page 49 of 52 City of College Station FREESE (of ra�NICHOLS Wastewater CIP Projects `111 OF °LLLOE SL\ ION Hemeo T.udc4V Uir.,ii OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 17 Pro'ect Descri•tion 24/27-inch Alum Creek Interceptor Detailed Description New 24-inch and 27-inch interceptors to replace existing gravity lines from Arrington Road to the Lick Creek Trunk Line (Project 3). Project Driver The recommended lines are sized to convey projected peak wet weather buildout flows and flows from the Peach Creek Lift Station. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 27"Pi.e 12,200 LF $243 $2,964,600 2 24"Pi.e 6,100 LF $216 $1,317,600 3 60"Diameter Manhole 53 EA $6,000 $318,000 4 38"Borin. and Casin. 400 LF $665 $266,000 5 Pavement Re.air 18,300 LF $50 $915,000 SUBTOTAL: $5,781,200 CONTINGENCY 30% $1,734,400 SUBTOTAL: $7,515,600 ENG/SURVEY 20% $1,503,200 SUBTOTAL: $9,018,800 PROJECT TOTAL $9,018,800 Resolution No.07-14-16-01 Page 50 of 52 City of College Station r�FREESE ,NICHOLStir Wastewater CIP Projects C1 oFCOLLEGE Sl_,`i°N Ho,ue o Tr-mrAtiV Unnroir OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 18 Pro'ect Descri•tion 3 MGD Peach Creek Lift Station and 16-inch Force Main Detailed Descri•tion New 3 MGD lift station with 6 MGD wet well and 16-inch force main near Peach Creek. Pro'ect Driver The recommended infrastructure is sized to convey the projected peak wet weather buildout flows from the Peach Creek basin. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1.3 MGD Firm Pum.in. and 6 MGD Wet Well 1 EA $1,550,000 $1,550,000 2 16" Force Main 10,000 LF $112 $1,120,000 SUBTOTAL: $2,670,000 CONTINGENCY 30% $801,000 SUBTOTAL: $3,471,000 ENG/SURVEY 20% $694,200 SUBTOTAL: $4,165,200 PROJECT TOTAL $4,165,200 Resolution No. 07-14-16-01 Page 51 of 52 City of College StationFREESE r-�?NICHOLS (*I- Wastewater CIP Projects `1,\0,COLLEGE SIX] ION OPINION OF PROBABLE COST July 13, 2016 I Construction Project Number 19 Pro'ect Descri•tion 12/21/24-inch Royder Road Interceptor Detailed Description New 12, 21 and 24-inch interceptors along Royder Road from the Creek Meadow Lift Station to the new Peach Creek Lift Station (Project 20). Decommission the Creek Meadow Lift Station. Pro'ect Driver _ The recommended lines are sized to convey projected peak wet weather buildout flows and flows from the decommissioned Creek Meadow Lift Station. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 24"Pi se 2,000 LF $216 $432,000 21"Pi se 3,700 LF _ _ $189 $699,300 3 12"Pipe 7,400 LF $108 $799,200 4 60"Diameter Manhole 9 EA $6,000 $54,000 5 48"Diameter Manhole 16 EA $5,000 $80,000 6 Pavement Re•air 11,100 LF $50 $555,000 SUBTOTAL: $2,619,500 CONTINGENCY 30% $785,900 SUBTOTAL: $3,405,400 ENG/SURVEY _ 20% $681.100' SUBTOTAL: $4,086,500 PROJECT TOTAL $4,086,500 Resolution No. 07-14-16-01 Page 52 of 52 City of College StationFREESE � r7 2NICHOLS (AV Cri Y OF COLLEGE Lce S I:ri tuv Wastewater CIP Projects OPINION OF PROBABLE COST July 13, 2016 Construction Project Number 20 Pro'ect Descri.tion _ 18/21/24-inch Medica I District Interceptor Phase 2 Detailed Description New 18, 21 and 24-inch gravity lines from Lift Stations 2 and 3 and the Rock Prairie Lift Station to the new Medical District Interceptor(Project 7). Decommission Lift Stations 2 and 3 and the Rock Prairie Lift Station. Pro'ect Driver The recommended lines are sized to convey projected peak wet weather buildout flows and flows from decommissioned Lift Stations 2 and 3 and the Rock Prairie Lift Station. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 24"Pi.e 1,000 LF $216 $216,000 2 21"Pi.e 5,300 LF $189 $1,001,700 3 18"Pi.e 3,100 LF $162 $502,200 4 60"Diameter Manhole 15 EA $6,000 $90,000 5 34"Bonin. and Casin. 400 LF $595 _ _ $238,000 6 24"Boring and Casino 400 LF $420 $168,000 SUBTOTAL: $2,215,900 CONTINGENCY 30% $664,800 SUBTOTAL: $2,880,700 ENG/SURVEY 20% $576,200 SUBTOTAL: $3,456,900 PROJECT TOTAL $3,456,900