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HomeMy WebLinkAbout20211151.tiffThornton Water Project Weld County Use by Special Review for Pipeline — Domestic Water Second Supplemental Permit Application — Appendixes Volume 2 of 4 Thornton WATER PROJECT Submitted to: Weld County Department of Planning Services 1555 N. 17th Avenue Greeley, CO 80631 Dated: February 11, 2021 Prepared By: CH2M HILL 9191 South Jamaica Street CH2MHILL Englewood, CO 80112 40. *City of Thornton Prepared For: City of Thornton 9500 Civic Center Drive Thornton, CO 80229 Thornton Water Project — Weld County USR Second Supplemental Permit Application Table of Contents Thornton Water Project Weld County Use by Special Review for Pipeline - Domestic Water Second Supplemental Permit Application, Volume 1 of 4 Cover Letter Cover Table of Contents ii Acronyms and Abbreviations xi Introduction I-1 Purpose and Need P-1 USR Procedural Guide Checklist USR Procedural Guide Checklist PG -1 Section 1 Application Form 1-1 Section 2 Authorization Form, If Applicable 2-1 Section 3 Incorporation or Trust Document 3-1 Section 4 USR Questionnaire 4-1 Section 5 List of Property Owners 5-1 Section 6 Irrigation Ditch, Lateral, or Pipeline Owners 6-1 Section 7 Mineral Owners Agreement, If Applicable 7-1 Section 8 Recent Deed 8-1 Section 9 Certificate of Conveyances Form 9-1 Section 10 Statement of Taxes 10-1 Section 11 USR Map 11-1 Section 12 Notice of Inquiry, If Applicable 12-1 Section 13 Pre -application Meeting Minutes 13-1 Section 14 Evidence of Adequate Water Supply 14-1 Section 1 Evidence of Adequate Sewage Disposal 15-1 Section 16 Drainage 16-1 *Drainage Narrative Thornton Water Project Water Pipeline Exceptions to Stormwater Detention WP -1 *Preliminary Drainage Report Thornton Water Project Pump Station 1 Site P51-1 *Preliminary Drainage Report Thornton Water Project Pump Station 2 Site PS2-1 Section 17 Traffic Narrative 17-1 Section 18 Sign Plan, If Applicable 18-1 Section 19 Nuisance Abatement Plan, If Applicable 19-1 Section 20 Landscape and Screening Plan, If Applicable 20-1 Section 21 Decommissioning Plan, If Applicable 21-1 Section 22 Draft Emergency Incident Action Plan, If Applicable 22-1 TWP USR SUPPLEMENT 2 TABLE OF CONTENTS ii *DRAFT Thornton Water Project Emergency Incident Action Plan For Weld County 1 Section 23 Noise Study, If Applicable 23-1 *Wave Engineering Noise Study 23-2 Section 24 Soils Report 24-1 Section 25 Community Meeting (Optional) 25-1 Section 26 Application Fee 26-1 Section 27 Investigation Fee 27-1 Procedural Guide 2021 Procedural Guide 2021 PG2021-1 Planning Requirement Checklist PG2021-1 Public Works Requirement Checklist PG2021-3 Environmental Health Requirement Checklist PG2021-3 Planning Questionnaire PG2021-4 Public Works Questionnaire PG2021-6 Environmental Health Questionnaire PG2021-8 WCC Section 23-2-510 Section A Applicant's Name and Telephone Number A-1 Section B Address of the Applicant B-1 Section C Summary Statement of the Project C-1 C.1 Source, capacity, size destination and type of facilities, support STRUCTURES, lines, etc., involvedC-1 C.2 A detailed report shall be submitted which includes information on the following ItemsC-1 C.2.a A description of the PIPELINE — DOMESTIC WATER C-1 C.2.b A description of the preferred route or location of the PIPELINE — DOMESTIC WATER and reasons for its selection C-9 C.2.c Procedures to be employed in mitigating any adverse impacts of the proposed routes or sites. C-16 C.2.d An outline of the planned construction, including startup and commissioning schedule, to include the number of stages and timing of eachC-27 C.2.e Information of any public meeting conducted, to include the location, date, time, attendance and method of advertising. C-36 C.2.f A description of the hazards, if any, of fire, explosion and other dangers to the health, safety and welfare of employees and the general PUBLIC. C-38 C.2.g A description of emergency procedures to be followed in case of a reported failure or accident involving the proposed PIPELINE — DOMESTIC WATER. Such outline shall include actions, if any, required of PUBLIC officials, including fire and police officials, and the names and telephone numbers of appropriate Company officials to notify in an accident or failure should occurC-41 C.2.h A description of the method or procedures to be employed to avoid or minimize the impacts on irrigated agricultural land C-42 C.2.i A discussion of how the proposal conforms with the guidelines of Chapter 22 of this code and any other applicable code provision or ordinance in effect C-43 C.2.j A Decommissioning Plan C-85 C.2.k A traffic narrative describing construction traffic and permanent or temporary access points. C-85 TWP USR SUPPLEMENT 2 TABLE OF CONTENTS iii Section D Section E C.2.I A description of any haul routes to be used during construction, identifying roads and bridges involved and the weight of the loadsC-86 C.2.m Soils Reports Required for Pipeline Crossings or Any Pipeline Encroaching in Public Right -of - Way, if Required by the Department of Public Works C-89 A Certified List of Names, Addresses and the Corresponding Parcel Identification Numbers Assigned by the County Assessor of Owner of Surface Properties Located Within One Hundred Fifty (150) Feet of the Pipeline — Domestic Water D-1 The Names and Addresses of Any Owner, Operator, or User of Any Irrigation Ditch, Lateral, or Pipeline that Traverses the Property E-1 Section F The Application Fee F-1 WCC Sections 23-2-480 and 23-2-490 Section G WCC Approval Standards and Application Requirements G-1 WCC Approval Standard G-1 WCC Sections 23-2-480 A.1 and WCC 23-2-490 A All reasonable efforts have been made to avoid irrigated cropland or to minimize the negative impacts on agricultural USES and lands G-1 WCC Sections 23-2-480 A.2 and 23-2-490 B The PIPELINE - DOMESTIC WATER will not have an undue adverse effect on existing and future DEVELOPMENT of the surrounding area, as set forth in applicable MASTER PLANS G-2 WCC Sections 23-2-480 A.3 and 23-2-490 C The design of the proposed PIPELINE - DOMESTIC WATER mitigates negative impacts on the surrounding area to the greatest extent feasible G-10 WCC Sections 23-2-480 A.4 and 23-2-490 D The site shall be maintained in such a manner so as to control soil erosion, dust and the growth of NOXIOUS WEEDS. G-12 WCC Sections 23-2-480 A.5 and 23-2-490 E The applicant has agreed to implement any reasonable measures deemed necessary by the Board of County Commissioners to ensure that the health, safety and welfare of the inhabitants of the COUNTY will be protected, and to mitigate or minimize any potential adverse impacts from the proposed PIPELINE - DOMESTIC WATER. G-14 WCC Sections 23-2-480 A.6 and 23-2-490 F All reasonable alternatives to the proposal have been adequately assessed, and the proposed action is consistent with the best interests of the people of the COUNTY and represents a balanced use of resources in the affected area G-19 WCC Sections 23-2-480 A.7 and 23-2-490 G The nature and location or expansion of the PIPELINE — DOMESTIC WATER will not unreasonably interfere with any significant wildlife habitat and will not unreasonably affect any endangered wildlife species, unique natural resource, known historic landmark or archaeological site within the affected areaG-25 WCC Sections 23-2-480 A.8 and 23-2-490 H No adverse impact from stormwater runoff to the PUBLIC RIGHTS -OF -WAY and/or surrounding properties as a result of the PIPELINE - DOMESTIC WATERG-26 WCC Application Requirements G-27 Approval Standards and Requirements Cross -Reference G-28 References R-1 TWP USR SUPPLEMENT 2 TABLE OF CONTENTS iv Thornton Water Project Weld County Use by Special Review for Pipeline - Domestic Water Second Supplemental Permit Application - Appendixes, Volume 2 of 4 Cover Table of Contents ii *Appendixes Appendix A Natural and Cultural Resources Assessment Revised Natural and Cultural Resources Assessment, Thornton Water Project — Weld County Permit Areas, Weld County, Colorado Appendix B Stakeholder Outreach Information Appendix C Best Management Practices Appendix D Soils Reports Appendix E Community Outreach Information Appendix F Alternatives Analysis Technical Report Thornton Water Project, Reach 2 Alternative Corridors Analysis Appendix G ROW Feasibility Analysis Technical Memorandum TWP Feasibility of Alternatively Locating TWP Water Pipeline within Weld County Right -of -Way Thornton Water Project Weld County Use by Special Review for Pipeline - Domestic Water Second Supplemental Permit Application - USR18-0130 Permit Maps, Volume 3 of 3 USR18-0130 Permit Maps Thornton Water Project Weld County Use by Special Review for Pipeline - Domestic Water Second Supplemental Permit Application - Drainage Narrative Water Tank Exception to Stormwater Detention, Volume 4 of 4 *Drainage Narrative Thornton Water Project Water Tank Exception to Stormwater Detention Volume 1 Figures** Figure 4.1a TWP Location Map 4-2 Figure 4.1b TWP Location Map 4-3 Figure 4.2 Example Buried Appurtenances 4-5 Figure 4.3 Example Appurtenance: Water Tank 4-6 Figure 4.4 Water Tank Preliminary Layout 4-6 Figure 4.5 Pump Station 1 Preliminary Layout 4-8 Figure 4.6 Pump Station 2 Preliminary Layout 4-9 Figure 4.7 Construction Activities 4-14 Figure 4.8 TWP Timeline 4-16 TWP USR SUPPLEMENT 2 TABLE OF CONTENTS Figure 4.9a Geologic Hazards 4-30 Figure 4.9b Geologic Hazards 4-31 Figure 4.10a Floodplains 4-33 Figure 4.10b Floodplains 4-34 Figure 4.11a Potential Staging Locations 4-41 Figure 4.11b Potential Staging Locations 4-42 Figure 4.12a Possible Haul Routes 4-52 Figure 4.12b Possible Haul Routes 4-53 Figure 4.13a Possible TWP Access Locations 4-56 Figure 4.13b Possible TWP Access Locations 4-57 Figure 5.1 Adjacent Property Owner Notification Area 5-20 Figure 5.2 Adjacent Property Owner Notification Area 5-21 Figure 5.3 Adjacent Property Owner Notification Area 5-22 Figure 5.4 Adjacent Property Owner Notification Area 5-23 Figure 5.5 Adjacent Property Owner Notification Area 5-24 Figure 5.6 Adjacent Property Owner Notification Area 5-25 Figure 5.7 Adjacent Property Owner Notification Area 5-26 Figure 5.8 Adjacent Property Owner Notification Area 5-27 Figure 5.9 Adjacent Property Owner Notification Area 5-28 Figure 5.10 Adjacent Property Owner Notification Area 5-29 Figure 5.11 Adjacent Property Owner Notification Area 5-30 Figure 5.12 Adjacent Property Owner Notification Area 5-31 Figure 5.13 Adjacent Property Owner Notification Area 5-32 Figure 5.14 Adjacent Property Owner Notification Area 5-33 Figure 5.15 Adjacent Property Owner Notification Area 5-34 Figure 5.16 Adjacent Property Owner Notification Area 5-35 Figure 5.17 Adjacent Property Owner Notification Area 5-36 Figure 5.18 Adjacent Property Owner Notification Area 5-37 Figure 5.19 Adjacent Property Owner Notification Area 5-38 Figure 5.20 Adjacent Property Owner Notification Area 5-39 Figure 5.21 Adjacent Property Owner Notification Area 5-40 Figure 5.22 Adjacent Property Owner Notification Area 5-41 Figure 5.23 Adjacent Property Owner Notification Area 5-42 Figure 5.24 Adjacent Property Owner Notification Area 5-43 Figure 5.25 Adjacent Property Owner Notification Area 5-44 TWP USR SUPPLEMENT 2 TABLE OF CONTENTS vi Figure 5.26 Adjacent Property Owner Notification Area 5-45 Figure 5.27 Adjacent Property Owner Notification Area 5-46 Figure 17.1a TWP Location Map 17-2 Figure 17.1b TWP Location Map 17-3 Figure 17.2a Railroad Crossings 17-9 Figure 17.2b Railroad Crossings 17-10 Figure 17.3a Possible TWP Access Locations 17-14 Figure 17.3a Possible TWP Access Locations 17-15 Figure 17.4a Possible Haul Routes 17-17 Figure 17.4b Possible Haul Routes 17-18 Figure 17.5 Sample Road Closure Types - (A) Road Closure with Diversion, (B) Partial Road Closure with Flaggers, (C) Road Closure with Diversion 17-21 Figure 24.1a Soils 24-3 Figure 24.1b Soils 24-4 Figure 24.2a Geologic Hazards 24-5 Figure 24.2b Geologic Hazards 24-6 Figure C.2.a.la TWP Location Map C-2 Figure C.2.a.lb TWP Location Map C-3 Figure C.2.a.2 Example Buried Appurtenances C-4 Figure C.2.a.3 Example Appurtenance: Water Tank C-5 Figure C.2.a.4 Water Tank Preliminary Layout C-5 Figure C.2.a.5 Pump Station 1 Preliminary Layout C-7 Figure C.2.a.6 Pump Station 2 Preliminary Layout C-8 Figure C.2.c.la Floodplains C-18 Figure C.2.c.1b Floodplains C-19 Figure C.2.c.2a Soil Erodibility C-23 Figure C.2.c.2b Soil Erodibility C-24 Figure C.2.c.3 South Platte River Basin and Associated Alluvial Aquifers C-26 Figure C.2.d.1 TWP Timeline for Weld County C-28 Figure C.2.d.2 Construction Activities C-29 Figure C.2.d.3a Potential Staging Locations C-31 Figure C.2.d.3b Potential Staging Locations C-32 Figure C.2.d.4 Example Open -Cut Construction Section C-33 Figure C.2.ia Zoning C-48 Figure C.2.ib Zoning C-49 Figure C.2.la Possible Haul Routes C-87 TWP USR SUPPLEMENT 2 TABLE OF CONTENTS vii Figure C.2.Ib Possible Haul Routes C-88 Volume 1 Tables*** Table I Summary of Minor Water Pipeline Alignment Adjustments 1-3 Table 4.1 Anticipated Water Pipeline Construction and Restoration Times for Open -cut Method for Road Crossings 4-26 Table 4.2 Anticipated Water Pipeline Construction and Restoration Times for Open -cut Method for Road Crossings 4-39 Table 4.3 Anticipated Construction Vehicles 4-47 Table 4.4 Anticipated Construction Vehicles 4-49 Table 4.5 Possible Construction Delivery and Commuting Routes 4-49 Table 4.6 Possible Post -construction Delivery and Commuting Routes 4-51 Table 5.1 List of Surrounding Property Owners within Weld County within 150 feet of the Centerline of the TWP 5-3 Table 5.2 List of Surrounding Property Owners within Larimer County within 150 feet of the Centerline of the TWP 5-18 Table 6.1 List of Owners of Irrigation Ditches or Laterals Traversing the TWP Easements or Appurtenant Facility Sites 6-1 Table 6.2 List of Owners of Pipelines Traversing the TWP Easements or Appurtenant Facility Sites 6-4 Table 17.1 Roadway Classifications and AADT 17-4 Table 17.2 TWP Railroad Crossings 17-8 Table 17.3 Anticipated Construction Vehicles 17-12 Table 17.4 Possible Haul, Delivery, and Commuting Routes 17-16 Table 17.5 Structurally Deficient Bridges Near the TWP 17-19 Table 17.6 Structures Posted for Load Restrictions Near the TWP 17-19 Table 24.1 Summary of Very Limited Rating from the TWP NRCS Soil Reports 24-1 Table C.2.c Impacted Existing Condition Reference to Mitigation Measures Location Supplement 2 C-16 Table C.2.d Probable Water Pipeline Construction Method at Defined Existing Features C-34 Table C.2.f Anticipated Water Pipeline Construction and Restoration Times for Open -cut Method for Road Crossings C-41 Table C.2.i Anticipated Water Pipeline Construction and Restoration Times for Open -cut Method for Road Crossing C-75 Table C.2.1 Possible Haul, Delivery, and Commuting Routes C-86 Table G.1 Anticipated Water Pipeline Construction and Restoration Times for Open -cut Method for Road Crossings G-9 Table G.2 Impacted Existing Condition Reference to Mitigation Measures Location in Supplement 2 ..G- 11 Table G.3 Impacted Existing Condition Reference to Mitigation Measures Location Supplement 2 .. G-18 Table G.4 WCC Standards and Application Requirements Cross Reference Guide G-29 TWP USR SUPPLEMENT 2 TABLE OF CONTENTS viii Volume 1 Exhibits**** Exhibit PG.la Exhibit PG.lb Exhibit PG.1c Exhibit PG.ld Exhibit PG.2 Exhibit PG.3 Exhibit PG -4a Exhibit PG -4b Exhibit 12.1 Exhibit 12.2 Exhibit 12.3 Exhibit 12.4a Exhibit 12.4b Exhibit 12.5 Exhibit 12.6 Exhibit 12.7 Exhibit 12.8a Exhibit 12.8b Exhibit 12.9a Exhibit 12.9b Exhibit 12.10a Exhibit 12.10b Exhibit 12.11a Exhibit 12.11b Exhibit 12.12a Exhibit 12.12b Exhibit 12.13a Exhibit 12.13b Exhibit 12.14a Exhibit 12.14b Exhibit 12.15a Exhibit 12.15b Exhibit 12.16a Exhibit 12.16b February 6, 2020 Telephone Conversation (page 1 of 4) February 6, 2020 Telephone Conversation (page 2 of 4) February 6, 2020 Telephone Conversation (page 3 of 4) February 6, 2020 Telephone Conversation (page 4 of 4) February 6, 2020 Telephone Conversation E-mail Transmittal February 6, 2020 Telephone Conversation E-mail Confirmation from Weld County USR Procedural Guide (page 1 of 2) USR Procedural Guide (page 1 of 2) Berthoud Response to Weld County Planning Firestone Signed Notice of Inquiry Frederick Signed Notice of Inquiry Mead Signed Notice of Inquiry Mead Response to Notice of Inquiry Milliken Signed Notice of Inquiry Platteville Signed Notice of Inquiry Severance Signed Notice of Inquiry Windsor Response to Notice of Inquiry Request (page 1 of 2) Windsor Response to Notice of Inquiry Request (page 1 of 2) Notice of Inquiry Email Request to Berthoud Notice of Inquiry Email Request Attachment to Berthoud Notice of Inquiry Email Request to Dacono Notice of Inquiry Email Request Attachment to Dacono Notice of Inquiry Email Request to Firestone Notice of Inquiry Email Request Attachment to Firestone Notice of Inquiry Email Request to Fort Lupton Notice of Inquiry Email Request Attachment to Fort Lupton Notice of Inquiry Email Request to Frederick Notice of Inquiry Email Request Attachment to Frederick Notice of Inquiry Email Request to Johnstown Notice of Inquiry Email Request Attachment to Johnstown Notice of Inquiry Email Request to Mead Notice of Inquiry Email Request Attachment to Mead Notice of Inquiry Email Request to Milliken Notice of Inquiry Email Request Attachment to Milliken PG -2 PG -3 PG -4 PG -5 PG -6 PG -6 PG -7 PG -8 12-2 12-3 12-4 12-5 12-6 12-7 12-8 12-9 12-10 12-11 12-12 12-13 12-14 12-15 12-16 12-17 12-18 12-19 12-20 12-21 12-22 12-23 12-24 12-25 12-26 12-27 TWP USR SUPPLEMENT 2 TABLE OF CONTENTS ix Exhibit 12.17a Notice of Inquiry Email Request to Platteville 12-28 Exhibit 12.17b Notice of Inquiry Email Request Attachment to Platteville 12-29 Exhibit 12.18a Notice of Inquiry Email Request to Severance 12-30 Exhibit 12.18b Notice of Inquiry Email Request Attachment to Severance 12-31 Exhibit 12.19a Notice of Inquiry Email Request to Timnath 12-32 Exhibit 12.19b Notice of Inquiry Email Request Attachment to Timnath 12-33 Exhibit 12.20a Notice of Inquiry Email Request to Windsor 12-34 Exhibit 12.20b Notice of Inquiry Email Request Attachment to Windsor 12-35 Exhibit 12.21 Notice of Inquiry Email Request Attachment for All Requests 12-36 *Note: Attached report. **Note: Figures included in attached reports* are not included in table of contents list. ***Note: Tables included in attached reports* are not included in table of contents list. ****Note: Exhibits included in attached reports* are not included in table of contents list. TWP USR SUPPLEMENT 2 TABLE OF CONTENTS x Appendix E Community Outreach Information Open House Invitation, Notification Area Map, and Mailing List THORNTON WATER PROJECT OPEN HOUSES Visit with the Project team at any of the following locations to learn about the upcoming pipeline Project in Larimer and Weld Counties. Ask Questions • Get Information • Provide Input 392 .PROPOSED TWP CORRIDOR ■ 13 711 _ _ _ ti M s _ — l 4 a Ida C EU d Is 25 III WELD COUNTY a BOULDER COUNTY d, matt AL Thornton WATER PROJECT For more information visit www.ThorntonWaterProject.com and sign up for Project updates or call 720.977.6265. * Monday, November 14 Southwest Weld County Services Complex 4209 Weld County Rd 24/2 Longmont, CO 80504 Wednesday, November 16 Poudre Valley REA 7649 REA Pkwy., Ft. Collins, CO 80528 Tuesday, December 6 Larimer County Courthouse 200 W. Oak St., Ft. Collins, CO 80522 Thursday, December 8 Johnstown Senior Center 101 Charlotte St., Johnstown, CO 805' JOIN US ANY TIME! All open houses start at 6:30 p.m. (1I Thornton 111 WATER PROJECT OPEN HOUSES Attend any of our open houses to learn how the Thornton Water Project may affect your property, ask our team members questions about the Project, and provide input. We want to hear from you! www.ThorntonWaterProject.com 720-977-6265 Thornton Water Project Infrastructure Maintenance Center 12450 Washington St. Thornton, CO 80241-2405 PRESORTED STD U.S. POSTAGE PAID CITY OF THORNTON THORNTON WATER PROJECT OPEN HOUSES Visit with the Project team at any of the following locations to learn about the upcoming pipeline Project in Larimer and Weld Counties. Ask Questions • Get Information • Provide Input { Thornton iATEf Pr-tt,. For more information visit www.ThorntonWaterPro ject.corn and sign up for Project updates or call 72O-977-67OO. REMINDER THERE ARE TWO MEETINGS REMAINING. If you've already attended one o our meetings, thank you for your time and input. *Tuesday, December 6 Larimer County Courthouse 200 W. Oak St., Ft Collins, CO 80522 *Thursday, December 8 Johnstown Senior Center 101 Charlotte St., Johnstown, CO 80534 JOIN US ANY TIME! Both open houses start at 6:30 p.m. THORNTON NATER PROJECT OPEN HOUSES Visit with the Project team at any of the following locations to learn about the upcoming pipeline Project in Larimer and Weld Counties. Ask Questions • Get Information Thornton For more information visit www.ThorntonWaterProject.com and sign up for Project updates or call 72O-977.67OO. I Provide input 7 REMINDER THERE ARE TWO MEETINGS REMAINING. If you've already attended one o our meetings, thank you for you time and input. *Tuesday, December 6 Larimer County Courthouse 200 W. Oak St., Ft. Collins, CO 80522 *Thursday, December 8 Johnstown Senior Center 101 Charlotte St., Johnstown, CO 80534 JOIN US ANY TIME! Both open houses start at 6:30 p.m. THORNTON WATER PROJECT OPEN HOUSES Visit with the Project team at any of the following locations to learn about the upcoming pipeline Project in Larimer and Weld Counties. Ask Questions • Get Informatiot fir Thornton kcJE� T For more information visit www.ThorntonWaterProject.com and sign up for Project updates or call 72O-977-67OO. • Provide Input IREMINDER THERE ARE TWO MEETINGS REMAINING. If you've already attended one of our meetings, thank you for your time and input. *Tuesday, December 6 Larimer County Courthouse 200 W. Oak St., Ft. Collins, CO 80522 *Thursday, December 8 Johnstown Senior Center 101 Charlotte St., Johnstown, CO 80534 JOIN US ANY TIME! Both open houses start at 6:30 p.m. THORNTON NATER PROJECT OPEN HOUSES Visit with the Project team at any of the following locations to learn about the upcoming pipeline Project in Larimer and Weld Counties. Ask Questions • Get Information Thornton t; PROJECT For more information visit www.ThorntonWaterProject.com and sign up for Project updates or call 72O-977-67OO. • Provide Input REMINDER THERE ARE TWO MEETINGS REMAINING. If you've already attended one of our meetings, thank you for your time and input. vitTuesday, December 6 Larimer County Courthouse 200 W. Oak St., Ft. Collins, CO 80522 rnr *Thursday, December 8 Johnstown Senior Center 101 Charlotte St, Johnstown, CO 80534 JOIN US ANY TIME! Both open houses start at 6:30 p.m. 4:31Thornton WATER PROJECT OPEN HOUSES Attend any of our open houses to learn how the Thornton Water Project may affect your property, ask our team members questions about the Project, and provide input. We want to hear from you! THERE ARE TWO MEETINGS REMAINING. www.ThorntonWaterProject.com 720-977-6700 Thornton Water Project Infrastructure Maintenance Center 12450 Washington St. Thornton, CO 80241-2405 PRESORTED STD U.S. POSTAGE PAID CITY OF THORNTON Thornton Water Project ,' —il fl • .r>1 _ I, ,. t I Ij �� — — —er.r. fir, rtn"r'. ,I117 ,:' -- I I' _-, > �'LCJ�+IWI J <�w Ia`'I ! VIII n b.':y�:r_ Ill a Map, _'!" Rrrckl' <.1 ( - ., _ — __ -� " c' �?cr- . •P ,cl- .i r1 I + Ty � •. ti ap I 4 - • r l I ,...4 .- 9 [_ hrtilte Fort .`__ I 11 ' � , I r ik till :: ,. _ _ 1 -' -_ J • Itr'1 " l _ __ ..I State' I -Lr+, fly Y, - - •Q' r• •r ) I - •� It S' 4r d.. 1� •' A`1!f` .v. tL • l- 't;•� ' " Vii -.. I{ r �. ,�'. .4.7"i •4t'�Ift 'Ir %.rt J i"� �1 vJ _ 'mow' -. - � it.: I bill i I ' ! .3 •• r • ahf I _ I ‘L ,ry r .. r I-a+!•mel : i 'um 5 l _ ,.�.1 .It � —�1, .� • ••••••1 • Lr�s Map ..-- -! I WIPP _ _" %,.:-.: _ c171nd _ , , nd •:. i L- r _,±. _. N - e. 1� ' 1•� j►= _ _ . 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C( — I..s Lr gry}AR, �• T+'F': r� ►ate✓+- "e — r—, Jr}'!' �T� Gray Reserl•r?ir, .� r y ti re ''.1 l,i..r• .: - fi. ._ I. _ 1 a �►a�s1F' ,_ sa„ c .:.:; �_ • : I_- ' � I 1d s Firal location of the Source Yvate: Pump Statior, will beMap CITY OF THORNTON Corridor TWP in Unincorporated RiverlStrearnlCanaliDilchl Parcel Boundary 1 +,` t ' Larimer Count celerrined during design devslan:nenl. I horn�on •r,ill submit a COLORADO VIr' y Source Water Pump Station Site Plan Reviewpellnit applicatinr. to Lariner County after Open House Notification Area ' (q '�horniton 12454 bVASI IINGTON 5T • "' . TWP Corridor outside / i General Location cosign has progros.sed to tho Iovcl nocossary to submit tie applicatior. THORNTON. co 80241-2405 .• •-- -: Unincorporated Larimer County / Water Tank General Location 0 1,125 2,250 — County Boundary - - Larimer 500ft Notification Buffer - IIIIIIIIIIIIII� Feet I -- Railroad 3/27/2017 1 inch = 2,250 feeti _ _ Weld 15011 Notification Buffer $ stlrrir3: NHL. CL' it.. L5-:i;at sac Ii/e'7 CuJ114b9. CU01, uhcc' . NA.II' 'Ir9:ddti_Irl%KrIiL1II_rIcHiNL-KII_I'Ro4bci''. 1'_I_hULN_' .Ij'=:141 1111_1JISir,=.1 •t- Li L.=.hILIth._V•I•'HVllf!.•+ t-IiJ?1_I1,71"L.1JI:'.0 JUUri-JQi a'711:II:'1,.-LI Thornton Water Project I n'..4 an i l ttincturet}1 hlap 5 6 1 ,3? v1kt1e 3Vindsor Water Tank General Location CITY OF THORNTON COLORADO r 12450 WASHINGTON ST THORNTON, CO 80241-2405 0 S 1,125 2,250 3/27/2017 1 inch = 2,250 feet Feel 1/4 Mile County Boundary and TWP Corridor Boundary in Larimer County are Coincident TWP Corridor in Unincorporated QLorimer County TWR Corridor outside •...: Unincorporated Lorimer County County Boundary Railroad R i ve ra' S trea rn lC a n a l/D i t c h 'Source Water Pump Station ' General Location Water Tank General Location _ _ Lorimer 50011 Notification Buffer l _ ! yield 15011 Notification Buffer Parcel Boundary Map 2 Open House Notification Area •Final location of the Source Water Rump Station will be determined during design dovolopnlonL Thornton will submit a Site Plan Raviow pormitapplication to Latimer County after cosign has progressed to the level necessary to submit the application. Sources \II), CD/UR I nrinorend Wctc Cow l0i05, CDM' DRCQG, NAIP VW:kt78988_THORNTDN_h! RTHER.N_-uJE _T A5K_ORDER 51a 1_PERVIT—INVCIS MAPFLES LARIM=R_1o411Vo—IFIcATRA IAp t'X1 0.1110 JOUAN 3P2R201i 1':bO:444II Thornton Water Project Map 3 County Boundary and TWP Corridor Boundary in Larimer County are Coincident CITY OF THORNTON COLORADO NV 12450 WASHINGTON ST THORNTON, CO 80241-2405 4 1,125 2,250 Feet 3/27/2017 1 inch = 2,250 feet TWP Corridor in Unincorporated QLorimer County ▪ TWP Corridor outside ■. - • ▪ : Unincorporated Latimer County County Boundary + Railroad RivenStrearnitanal/Ditch *Source Water Pump Station ' General Location Water Tank General Location ! Lorimer 500ft Notification Buffer _ ! Weld 150ft Notification Buffer Parcel Boundary Map 3 Open House Notification Area •Final location of the Source Water Rump Station wil be determined during design dovolopnlonL Thornton will submit a Site Plan Raviout pormitapplication to Latimer County after cosign has progressed to the level necessary to submit the application. Sources NI I), C?NR, I wirier end Woe Co4,tics C0O7 DROOL, NAP Vit:kt7898e_THORNTDN_h! RTHER.N_'=i;JE T-A5K_ORDER bb 1_PERVITINVCIS MAPFI_ESLARIME _1o4iWCIFl ATkj\I IAP_i 'X11'1110 JOUAN 3l2rr201i t :b0:44 All Thornton Water Project LAW thit f CITY OF THORNTON COLORADO 12450 WASHINGTON ST THORNTON, CO 80241-2405 0 NV 4 1,125 2,250 Feet 3/27/2017 1 inch - 2,250 feet TWP Corridor in Unincorporated QLarimer County ▪ TWP Corridor outside -▪ . - .: Unincorporated Larimer County County Boundary + Railroad RivenStreamitanal/Ditch *Source Water Pump Station ' General Location Water Tank General Location I Larimer 50011 Notification Buffer _ ! Weld 150ft Notification Buffer Parcel Boundary Map4 Open House Notification Area •Final location of the Source Water Rump Station wil be determined during design dovolopnlonL Thornton will submit a Site Plan Raviow pormitapplication to Latimer County after cosign has progressed to the level necessary to submit the application. Sources NI I), ?AIR I primer ond Wog Co4'itios C0O7 )RGOG. NAP VetAire98e_THORNTDN_h! RTHERN_'=i;JE T-ASK_ORDER bIb 1_PERVITINVCIs I lbPFI_Es LARUE I! 41'.U_ IFl ATkj\I LAP ji'Xi /9,110 JOUAN 312u201t t :b0:44 AM Thornton Water Project 5 ---� = County Boundary and TWP Corridor Boundary in Larimer County are Coincident u.fluuuu nisei lliiiil u CITY OF THORNTON COLORADO r 12450 WASHINGTON ST THORNTON, CO 80241-2405 0 S 1,125 2,250 Feet 3/27/2017 1 inch = 2,250 feet TWP Corridor in Unincorporated CLorimer County TWR Corridor outside •...: Unincorporated Lorimer County County Boundary Railroad FtivenStrearnitarial/Ditch 'Source Water Pump Station ' General Location Water Tank General Location i _ I Lorimer 50011 Notification Buffer _ ! yield 150fk Notification Buffer Parcel Boundary Maps Open House Notification Area •Final location of the Source Water Rump Station wil be determined during design dovolopnlonL Thornton will submit a Site Plan Roviow pormitapplication to Latimer County after cosign has progressed to the level necessary to submit the application. Sources \II), C)NR. I wirer end Wcc Co4,lio . COO' 4JRGOG, NAP Vl:kt78988_THORNTDN_h! RTHER.N2=:r_ !E J-A5K_ORDER 51a 1_PERVIT—ING"•CIS MAPFLES LARIM=R_1o411Vo—IFIcATl&rJ P i'XI0'.I.1XD JOUAN 31'2/#2011 1':o0:44AM Thornton Water Project r huml.. !a l+ra fna44anil II d Map 4 hlap 5 1Vinodsor Map 6 1 afa}'itlle FY 4- Thornton * a6��`'7 .t ;. 'n* t 3' tr 10. r cam' o.e.. .. _._ Ishirr F: .r .. Er, zoo. :'two:' ^ •. -W - Mg. In Nine At a r as !wait. es " IT; .• :. eatvirestqrri, _ ` , trq I - I - I—I— �� tele L Ski • CITY OF THORNTON COLORADO r 12450 WASHINGTON ST THORNTON, Co 80241-2405 0 1,125 2,250 3/27/2017 1 inch = 2,250 feet Feet it T4fWP Corridor in Unincorporated Larimer County -r-WP Corridor outside •...: Unincorporated Larimer County County Boundary Railroad River: Stream/Canal/Ditch "Source Water Pump Station General Location Water Tank General Location a, •. . —An, . Gryal VyoatPrr Rtiilr =jri Hi ST f + l _ ' Larimer 500ft Notification Buffer l_ I weld 150ft Notification Buffer Parcel Boundary a say 19vir Map 6 Open House Notification Area 'Final location of the Source Water Pump Stationtivil be determined during design dovclopmont_ Thornton will submit a Site Plan Rovio+.w permit application to Larimor County after cosign has progressed to the level 'iecessaryto submit the application. SOU 'c .s el lD, CDNR.. I rinrr aril We: cot;itinm, coo-. }RGOG. NAIP W:k\raaaa_THORNTON NoRTHERN_'WOJECT -ASK ORDER SLR 1_PERVIrING'cl5IIAPFI_ES LARIht_k_1a411NCIFIGATIO\PIAP 1'X1 P.1IXD JUUAN 3I2ri201r I' :59:44 AM Thornton Water Project 111/2. hail _ Leri Sta kin hlap 4 hlap 5 Map 6 1 or-1'O1104f 'Coal dt, IL, finial 1 mit azy e Thornton CITY OF THORNTON COLORADO r 12450 WASHINGTON ST THORNTON, Co 80241-2405 0 1,125 2,250 3/27/2017 1 inch = 2,250 feet Feet TWP Corridor in Unincorporated QLarimer County ▪ TWP Corridor outside • ...: unincorporated Larimer County County Boundary Railroad River: Stream/Canal/Ditch *Source Water Pump Station / General Location / , Water Tank General Location r Larimer 500ft Notification Buffer l _ ! Weld 150ft Notification Buffer Parcel Boundary Map 7 Open House Notification Area 'Final location of the Source Water Pump Stationwil be determined during design dovolopmonL Thornton will submit a Site Plan Review permit application to Larimor Couht/ after nosign has progressed to the level 'iecessaryto sabrnit the application. Sou Ton \I I), G>NR, I primer and Woo Gott ,tios, CDC DROOG, NAIP W:kt78988_THORNTON b oRTHERN_ ROJECT -ASK oRDER bb 1_PERVIVING'cls I IAPFI_ES LARIhlE k_Ia4I1NCIFIGATIO\PIAF'_t'X10?.111O JOUAN 312R20it I':5u:44All Thornton Water Project Map 6 ituiap "VIM MINI! I ICLIai ow CITY OF THORNTON COLORADO Thornton 12450 WASHINGTON ST THORNTON, Co 80241-2405 0 3/27/2017 1,125 2,250 1 inch = 2,250 feet Feet TWP Corridor in Unincorporated QLarimer County -r-WP Corridor outside •...: Unincorporated Larimer County County Boundary Railroad River:Stream/Canal/Ditch "Source Water Pump Station / General Location Water Tank General Location l _ ' Larimer 500ft Notification Buffer l_ I Weld 150ft Notification Buffer Parcel Boundary Map 8 Open House Notification Area 'Final location of the Source Water Pump Stationtivil be determined during design dovclopmont_ Thornton will submit a Site Plan Rovio+.w permit application to Larimor Count/ after cosign has progressed to the level iecessaryto submit the application. sou ccq \IID, C7:NR, I nrinorand We w Cot.ifns coo-. }ROOD. NAIP Vr:k\r8a88_THORNTON NoRTHERN_'WWJECT-ASK ORDER.t,1_PERVIrINc.tlsIIAPFI_ESLARIMER_IQ4I CIFIGATI;\FIAF'_1 X1P.1IXD JUUA.N312ri201tI':5o:44AM Thornton Water Project _I . f::._ -ICI._ I� _ I Map, C hart& A Liry S fth, Park Iw rand L:Onow:, it: It Writ dt•r t I. 'Map 2 , i M a p 3 M a p 4 hlap 5 I ii m dslos Map 6 Map 7 Map 8 Map t.9. Grrelins " OS f- i _ O,1 RTHGLENN i A' di In Vila I' l is rif 24 f-- a 4 r - CITY OF THORNTON COLORADO Thornton ti ar, 12450 WASHINGTON ST THORNTON, CO 80241-2405 0 1,125 2,250 Feet 3/27/2017 1 inch = 2,250 feet TWP Corridor in Unincorporated QLarimer County -r-WP Corridor outside on.: unincorporated Larimer County County Boundary Railroad River: Stream/Canal/Ditch 'Source Water Pump Station General Location Water Tank General Location _ I Larimer 50011 Notification Buffer _ ! weld 150ft Notification Buffer Parcel Boundary Map 9 Open House Notification Area 'Final location of the Source Water Pump Stationwil be determined during design dovcicpmont- Thornton will submit a Site Plan Roviola permit application to Laitirnor Couto/ after cosign has progressed to the level 'iecessary to submit the application. Sou•tc:s \I ID, CD NR, I nrirv,.r and Wn Cot/dies coo-. DRCOG, NAIP V+:k\rss<Iaa_THORNTON NoRTHERN_'WOJECT-ASK ORDER bt..1_PERVIT-INC.tISrIAPFI_ESLARIMER_1o4INCIFIGATIO\PIAF_1'X1I'.IlXD JUUA.N aIzr2oli I':5v:44AM November/December 2016 TWP Open House Mailing List No. Name InCareOf Address City State Zip 1 MORRIS, EARL GEOFFREY 8553 STATE HIGHWAY 66 PLATTEVILLE CO 80651 2 MOSER, RANDEL AND DRON, ALLISON PO BOX 119E LONGMONT CO 80502 3 INC PHOENIX DEVELOPMENT COMPANY, 1620 OLIVET RD SANTA ROSA CA 95401 4 6990 RI DGELINE DRIVE LLC 2545 1801 S ATLANTIC AVE UNIT DAYTONA BEACH SHORES FL 32118 5 ABSHIRE THAXTON MARK SHELDON/JACKIE E 3829 TWILIGHT LN FORT COLLINS CO 80524 6 ACTARUS LLC 2614 PMB S 149 TIMBERLINE STE 109 FORT COLLINS CO 80525 7 AGAN DALE W/CONSTANCE J 5973 WOODCLIFFE DR WINDSOR CO 80550 8 AGNEW DAVID W/'JACQUELINE A 1401 BISON RIDGE CT WINDSOR CO 80550 9 AGUIAR BRIAN/TARA 8884 LONGS PEAK OR WINDSOR CO 80550 10 ALBERT JEFFREY M/ERIN L 1170 TRAILS END CT WINDSOR CO 80550 11 ALLEN ANDREW/KRISTEN 1951 YON KEE DR WINDSOR CO 80550 12 ALLEN GARTH H/MARGARET P 9088 GOLDEN FIELDS LN LOVELAND CO 80538 13 ALLEN KARL C/YVONNE A 1940 LOOKOUT DR WINDSOR CO 80550 14 ALLEN ALLEN KENNETH CHARLA H B LIVING LIVING TRUST TRUST/ 3990 PORTRUSH LN TIMNATH CO 80547 15 ALLEN RICHARD C/SANDRA L 6932 E COUNTY ROAD 48 FORT COLLINS CO 80524 16 ALTERGO I I JAMES A/SHARON L TRUST 1199 TRAILS END CT WINDSOR CO 80550 17 ANDERSON CRAIG A/ASHLEY B 801 W DOUGLAS RD FORT COLLINS CO 80524 18 ANDERSON FARMS INC PO BOX 2186 LOVELAND CO 80539 19 ANDERSON FLOYD E/ELIZABETH A 1865 E SEADRIFT DR WINDSOR CO 80550 20 ANDERSON JAMES I 995 WINDCREST LN FORT COLLINS CO 80524 21 ANDERSON LEMOYNE W 3606 WOODRIDGE RD FORT COLLINS CO 80524 22 ANDERSON MARK/SANDRA 4514 HIBISCUS ST FORT COLLINS CO 80526 23 ANDERSON STEVEN G/TERRI L 4370 WOODY CREEK LN FORT COLLINS CO 80524 24 ANTLER LLC PO BOX 1664 FORT COLLINS CO 80522 x 25 ANTONIO LAURA MARIE 5193 ROCK HILL ST TIMNATH CO 80547 26 ARAVIS DOROTHEA S 4304 N COUNTY ROAD 13 FORT COLLINS CO 80524 27 ARCHER JOHN M/JESSICA S 3809 STARLITE DR FORT COLLINS CO 80524 28 ARKIN GRADY A/VERONICA 1735 RIDGE WEST DR WINDSOR CO 80550 I 29 ARNOLD JACOB/BROOK 4078 RIDGELINE DR TIMNATH CO 80547 30 ARON JAMES ALLEN 3613 KENYON DR FORT COLLINS CO 80524 31 ARTHER THEODORE E/TANA B 2721 HINKLEY DR FORT COLLINS CO 80524 32 ASSOCIATES LTD IN BUILDING AND DESIGN 4803 INNOVATION DR STE 1 FORT COLLINS CO 80525 ATKIN 33 MCMAHON PATRICK LEON/KATHLEEN 385 CAPTAINS CT FORT COLLINS CO 80524 34 AUDETTE BRIAN/KAREN L 6093 WOODCLIFFE DR WINDSOR CO 80550 35 AYERS BRENT D/KRISTIN E 3982 RIDGELIKE DR TIMNATH CO 80547 36 BADE CHARLES D/JOYCE E 5182 ROCK HILL ST TIMNATH CO 80547 37 BAILEY KATHLEEN 934 E RIDGECREST DG ECREST RD FORT COLLINS CO 80524 38 BAILEY MARK/JAMIE 5754 PINEVIEW CT WINDSOR CO 80550 39 BALDWIN ANN DOUGLAS TODD/MICHELLE 1905 KAPLAN DR WINDSOR CO 80550 40 BALL MICHAEL T/KRISTI N E M 1579 YON KEE DR WINDSOR CO 80550 41 BARCELL ROBERT 3649 HARBOR WAYFORT COLLINS CO 80524 1 of 31 No. Name InCareOf Address City State Zip 42 BARR JADEN R/TORRIE 5735 PINEVIEW CT WINDSOR CO 80550 43 BARRETT EDWARD A 4309 N HIGHWAY 1 FORT COLLINS CO 80524 44 BARRETT EDWARD ANDREW 4389 N HIGHWAY 1 FORT COLLINS CO 80524 45 BARTH JUDITH ANN 1557 LANDON CT WINDSOR CO 80550 46 BARTON JAMES/LAURA LIVING TRUST 8880 LONGS PEAK OR WINDSOR CO 80550 47 BARTON MICHAEL G/DAVID C/O F SMITH JAMES R 3622 TERRY POINT DR FORT COLLINS CO 80524 48 BASKINS RATCHANEEKORN DOUGLAS Li 3601 CANADIAN PKWY FORT COLLINS CO 80524 49 BAUMGART ERIC K/CARRIE A 6714 RIDGELINE DR TIMNATH CO 80547 50 BAYER LEO A/JULIANNE 1394 GOLDEN NEEDLE TRL MESQUITE NV 89034 I 51 BEAL JOSEPH E/LISA A 3862 RIDGELINE DR TIMNATH CO 80547 I 52 BECKER ROBERT L COMPANY 6721 E COUNTY ROAD 44 FORT COLLINS CO 80524 53 BEKKELA AARON/STACY 5206 ROCK HILL ST TIMNATH CO 80547 I 54 BENNINGSDORF BRUCE C/KRISTI L 1466 FOLSUM DR WINDSOR CO 80550 II 55 BENT JOSEPH G / MARGARET S 3619 TERRY POINT DR FORT COLLINS CO 80524 56 BERGAN MARIBETH 1936 LOOKOUT DR WINDSOR CO 80550 57 BERGSTEDT MICHAEL 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PICKERING LESLIE K 4715 COUNTY ROAD 2 BRIGHTON CO 80603 1118 PIONEER RIDGE 8100 COMMUNITY ASSN INC 100 E MAPLEWOOD AVE STE GREENWOOD VILLAGE CO 80111 1119 PLATTEVILLE DAIRY C/O LLC CARPENTER LINDSAY 1919 14TH ST STE 300 BOULDER CO 80302 1120 POGGENSEE DENNIS L 2O34 COUNTY ROAD 17 BRIGHTON CO 80603 1121 POSZYWAK THEODORE M 311 BUCKEYE AVE JOHNSTOWN CO 80534 1122 POWELL BRIAN 157 BASSWOOD AVE JOHNSTOWN CO 80534 1123 POWERS PATRICK 331 ALDER AVE JOHNSTOWN CO 8O534 1124 PROBST LUCAS S 255 BUCKEYE AVE JOHNSTOWN CO 8O534" 1125 PRUETT FRED K 25586 COUNTY ROAD 13 JOHNSTOWN CO 80534 112E PUBLIC COLORADO SERVICE COMPANY OF TAX DEPT SERVICES PO BOX 1979 DENVER CO 80201 1127 PURVIS KAY B TRUST 6043 STATE HIGHWAY 60 JOHNSTOWN CO 80534 1128 PURVIS PROPERTIES LLC PO BOX 1478 EASTLAKE CO 80614 1129 RAGER ROBERT 421 PEKIN DR JOHNSTOWN CO 80534 1130 RAINDANCE LLC AQUATIC INVESTMENTS 1625 201 PELICAN LAKES PT STE WINDSOR CO 80550 1131 RAINEY VIRGINIA 7813 COUNTY ROAD 6 BRIGHTON CO 80603 1132 RASA MICHAEL L 33 COUNTY ROAD 17 BRIGHTON CO 8O603 1133 READY MIXED CONCRETE COMPANY 5775 FRANKLIN ST DENVER CO 80216 1134 REESE JOSEPH MORGAN 332 ALDER AVE JOHNSTOWN CO 80534 1135 REICHERT EDWARD S 895 N 4TH ST JOHNSTOWN CO 805341 1136 REYNOLDS TIMOTHY M 33673 COUNTY ROAD 13 WINDSOR CO 80550 1137 RF HOLDINGS LLC PO BOX 205 FORT LUPTON CO 80621 1138 RHOADES HAROLD R LIVING TRUST C/O WELLS COLLEEN PO BOX 630972 LITTLETON CO 80163 1139 RHOTON CHRISTOPHER M 303 BASSWOOD AVE JOHNSTOWN CO 80534 1140 RICHARDSON JEFFREY W 1O879 CR 17 LONGMONT CO 80504 1141 RICHARDSON JOSH 6165 COUNTY ROAD 78 WINDSOR CO 80550 1142 RICHLAND TOWERS HOLDCO LLC C/O AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN MA 01801 1143 RIEDER LORI D 7525 COUNTY ROAD 50 JOHNSTOWN CO 80534 1144 RINNE N N E KURT 346 BASSWOOD AVE JOHNSTOWN CO 8O534 1145 ROAD 17 LLC 2624 COUNTY ROAD 17 BRIGHTON CO 80603 1146 ROBBINS DAVID C 3132 WOODBINE LN JOHNSTOWN CO 80534 1147 ROBERTS SHARON 1001 FAIRACRES LN MILLIKEN CO _ 8O543 1148 RODGERS ROD ER ALICE 6046 COUNTY ROAD 88 FORT O COLLINS NS CO $ 5 2 1149 ROLF TINA M 325 ALDER AVE JOHNSTOWN CO 80534 1150 ROSS DAVID M 6248 COUNTY ROAD 56 LOVELAND CO 80534 1151 ROSS RANDAL G 11210 COUNTY ROAD 17 LONGMONT CO 80504 1152 RUDKIN RONALD E 6440 E COUNTY ROAD 44 FORT COLLINS CO 80524 1153 RUPERT LINDA ANN 423 COUNTY ROAD 17 BRIGHTON CO 80601 1154 RYCHLUND INC 15400 9E-62 WEST 64 AVENUE STE ARVADA CO 80007 1155 SAGE BRUSH LLC 3912 BIDENS GATE DR TIMNATH CO 80547 1156► SAIS BURTON L 7923 COUNTY ROAD 14 FORT LUPTON CO 80621 1157 SALAZAR JACOB (BN) 7391 STATE HIGHWAY 66 PLATTEVILLE CO 80651 1158 SALAZAR PAUL R 14542 COUNTY ROAD 17 PLATTEVILLE CO 80651 1159 SALAZAR PETE JR 7O31, HIGHWAY 66 PLATTEVILLE CO 80651 28 of 31 No. Name InCareOf Address City State Zip 1160 SALIDO NIRIBEL KRYSTAL 886 W 96TH AVE THORNTON CO 80260 1161 SAND LAND INC 8120 GAGE ST FREDERICK CO 80516 1162 SANDERS RAYMOND E 7911 COUNTY ROAD 20 _ LONGMONT CO 8O504 1163 SANDOVAL MIGUEL 323 BUCKEYE AVE JOHNSTOWN CO 80534 1164 SATER FAMILY INTERESTS LP 7544 COUNTY ROAD 24 LONGMONT CO 8O504 1165 SATER MARJORIE A PO BOX 17 FIRESTONE CO 8O520 1166 SAUER SOUTH LLC 6681 COUNTY ROAD 50 JOHNSTOWN CO 80534 1167 SAUER WHITEHALL LLC 6681 COUNTY ROAD 50 JOHNSTOWN CO 80534 1168 SAfUSCH STEVEN 256 BUCKEYE AVE JOHNSTOWN CO 80584 1169 SCAGGS NICHOLAS E 339 BASSWOOD AVE JOHNSTOWN CO 8O534 C,O PHYLLIS I 117O SCHLAGEL J ROBERT FAMILY TRUST SCHLAGEL 17138 COUNTY ROAD 17 PLATTEVILLE CO 80651 1171 SCHLAGEL THOMAS R 7609 COUNTY ROAD 36 PLATTEVILLE CO 80651 1172 SCHNEIDER CONNIE J 41678 COUNTY ROAD 13 FORT COLLINS CO 80524 1173 SCHNEIDER MARGARET A 41632 COUNTY ROAD 13 FORT COLLINS CO 8O524 1174 SCHREINER LOIS MAE 403 COUNTY ROAD 17 BRIGHTON CO 80603 1175 SCHULBACH FAMILY TRUST ADOLPH & MYRNA 1452 CAMINO RIO VERDE SANTA BARBARA CA 93111 1176 SCHUMANN LEVI 243 BUCKEYE AVE JOHNSTOWN CO 80534 1177 SCHWAB BRANDON K 151 BASSWOOD AVE JOHNSTOWN CO 80534 1178 SCOTT GERALDINE N E F 1639 GAY ST LONGMONT CO 80501 1179 SCOTT TO NI I J 3312 66TH AVE GREELEY E E L EY CO 80634 1180 SEKICH PROPERTIES LLC 4315 STATE HIGHWAY 66 LONGMONT CO 8O504 1181 SEKICH PROPERTIES LLC 6790 COUNTY ROAD 32 PLATTEVILLE CO 80651 1182 SERENITY INC HOMES OF NORTHERN CO 1604 S COUNTY ROAD 15 BERTHOUD CO 80513 1183 SERFER LAND VENTURES LLC 4315 E HARMONY RD FORT COLLINS CO 80528 1184 SHELDON JENNIFER (99% INT) 626 COUNTY ROAD 17 BRIGHTON CO 806O31 1185 SIDE RAIL HOLDINGS LLC 27486 COUNTY ROAD 13 LOVELAND CO 80534 1186 SILVA PETER W 7455 COUNTY ROAD 38 JOHNSTOWN CO 80534 1187 SUMMONS JEFFREY J 2.13 COUNTY ROAD 17 BRIGHTON CO 80603 1188 SIMMONS TED V 41494 COUNTY ROAD 13 FORT COLLINS CO 8O524) 1189 SIMPSON BEND 320 ALDER AVE JOHNSTOWN CO 80534 1190 SIZEMORE MIKE 153 BUCKEYE AVE JOHNSTOWN CO 80534 1191 SMITH BRETT R 7772 COUNTY ROAD 16 FREDERICK CO 8O530 1192 SNIODGRESS STEVEN A 3016 WOODBINE LN JOHNSTOWN CO 80534 1193 SONDRUP FAMILY WEALTH TRUST 34310 COUNTY ROAD 13 WINDSOR CO 80550 1194 SORBER WILLIAM D 308 ALDER AVE JOHNSTOWN CO 80534 1195 SPAUR LLC C/O SPAUR STEVE 3801 COUNTY ROAD 46 BERTHOUD CO 80513 1195 SPOTTED HORSE TRUST 5242 SPOTTED HORSE TRAIL BOULDER CO 803011 1197 SPRAGUE MINDY 10732 COUNTY ROAD 17 LONGMONT CO 80504 1198 SPRECHER THANE E 965 OAKDALE ST CORONA CA 92880 1199 ST VRAIN LLC RIVER RANCH INVESTMENT 1543 CHAMPA ST STE 400 DENVER CO 80202 1200 STALEY FARM INVESTMENTS LLC 1927 WILMINGTON DR STE 101 FORT COLLINS CO 80528 1201 STARCK DANIEL 241 BASSWOOD AVE JOHNSTOWN CO 80534 1202 STARCK RONALD P 21452 COUNTY ROAD 13 JOHNSTOWN CO 80534 1203 STARCK VIRGINA RAE FAMILY TRUST 21746 COUNTY ROAD 13 JOHNSTOWN CO 80534 1204 STEELE JOEL M 239 ALDER AVE JOHNSTOWN CO 8O5341 29 of 31 No. Name InCareOf Addres City State Zip 1205 STEVENS ROBERT A 2464 COUNTY ROAD 17 BRIGHTON CO 80603 120E STEWART JEFFREY ROY 435 PEKIN DR JOHNSTOWN CO 80534 1207 STI EN I KE TIMOTHY L 25426 COUNTY ROAD 13 JOHNSTOWN CO 80534 1208 STILSON TYLER S 16254 LEYDEN ST BRIGHTON CO 80602 1209 STOLLEY DELBERT L 6335 COUNTY ROAD 46 JOHNSTOWN CO 80534 1210 STONE TRISTAN DAVID 258 ALDER AVE JOHNSTOWN CO 80543 1211 STROH FARM FG #7 HOA C/O GROUP RYLAND INC 8200 150 E MAPLEWOOD AVE STE GREENWOOD VILLAGE CO 80111 1212 SULLIVAN JAMES J 7528 COUNTY ROAD 42 JOHNSTOWN CO 80534 1213 SUNMARKE MARKE INVESTMENTS LLC 5105 DTC PKWY STE 240 ENGLEWOOD CO 80111 1214 SUSSBAUER SHERYL R 10401 COUNTY ROAD 17 LONGMONT CO 80504 1215 TAFOYA MARK A JR 6156 PHEASANT CREST DR FORT COLLINS CO 80524 1216 TE FAMILY VELDE TR MARVIN J & SANDRA MAE 7678 COUNTY ROAD 17 FORT LUPTON CO 80621 1217 THEIS COREY P 263 COUNTY RD 17 BRIGHTON CO 80603 1218 THEIS CORY P 263 COUNTY ROAD 17 BRIGHTON CO 806031 1219 THOMAS BROOKE A 14 SAXONY RD JOHNSTOWN CO 80534 1220 THORNBERRY DALE A 2914 MOU LARD CT JOHNSTOWN CO 80534 1221 TREMBATH C M 23118 COLORADO BLVD JOHNSTOWN CO 80534 1222 TRUJILLO KELLY ANN 248 BASSWOOD AVE JOHNSTOWN CO 80534 1223 TUOMELA TEEMU 242 BASSWOOD AVE JOHNSTOWN CO 80534 1224 TWIN SILOS LLC PO BOX 741165 ARVADA CO 8000E 1 1225 UMMEL JASON 141 BUCKEYE AVE JOHNSTOWN CO 80534 1226 UNDERHILL JOHN E 8206 COUNTY ROAD 8 BRIGHTON CO 80603 1227 VANNORSDEL DAVID R 11335 COUNTY ROAD 17 LONGMONT CO 80504 1228 VARRA CHRISTOPHER L 8120 GAGE ST FREDERICK CO 80516 1229 VARRA COMPANIES INC 8120 GAGE ST FREDERICK CO 80516 1230 VARRA PASQUALE 8120 GAGE ST FREDERICK CO 805161 1231 VASQUEZ KEITH 250 BUCKEYE AVE JOHNSTOWN CO 80534 1232 VILHAUER JEREMY LEE 345 BASSWOOD AVE JOHNSTOWN CO 80534 1233 VON FORELL DENNIS A 3041 ARGYLL LN JOHNSTOWN CO 80534 1234 WAGGONER LUCIAN J 23101 COUNTY ROAD 13 JOHNSTOWN CO 80534 1235 WAKEFIELD VERONICA 425 PERKIN DR JOHNSTOWN CO 80534 1236 WALDFOGEL CHRISTOPHER J 158 BASSWOOD AVE JOHNSTOWN CO 80534 1237 WALTMAN RODNEY H JR 258 BUCKEYE AVE JOHNSTOWN CO 80534 1238 WARREN DELVIN G C/O LANDSCAPE SPRINKLER WARRENS INC & 847 LINGER DR PARKER AZ 85344 1239 WARRICK RICKY L 238 BUCKEYE AVE JOHNSTOWN CO 80534 1240 WATTERSON RUSSELL N 1860 BLAKE ST STE 400 DENVER CO 80202 1241 WEBB DAVID G 23898 COUNTY ROAD 13 JOHNSTOWN CO 80534 1242 WEBB ROBERT 315 BASSWOOD AVE JOHNSTOWN CO 80534 1243 WEBER JOHN R 417 PEKIN DR JOHNSTOWN CO 80534 1244 WEISBROD JARED A 246 ALDER AVE JOHNSTOWN CO 80534 1245 WELD 34 LLC 910 54TH AVE STE 230 GREELEY CO 80634 1246 WELD COUNTY 1150 O ST GREELEY CO 80631 1247 WERTZ GREGORY J 6166 PHEASANT CREST DR FORT COLLINS CO 80524 1248 WESTERVELT JAMES T JR 1811 SENATE ST MONTROSE CO 81401 1249 WESTMORELAND JUSTIN L 7812 COUNTY ROAD 17 FORT LUPTON CO 80621 30 of 31 No. Name InCareOf Address City State Zip 1250 WESTWIND FARM LLC C/O KOLDEWAY, MANAGER AGNES R 6228 N COUNTY ROAD 13 LOVELAND CO 80538i 1251 WHEELER 2014 REVOCABLE TRUST 526 COUNTY ROAD 17 BRIGHTON CO 80603 1252 WHITAKER BRIAN J 7571 COUNTY ROAD 38 JOHNSTOWN CO 80534 1253 WILDNER PATRICIA M 31010 WOODBINE LN JOHNSTOWN CO 80534 1254 WILLIFORD MICHAEL 166 ALDER AVE JOHNSTOWN CO 805341 1255 WIMMER HANS 7124 COUNTY ROAD 17 FORT LUPTON CO 80621 1256 WIND BRUCE A TRUST 24502 COUNTY ROAD 13 JOHNSTOWN CO 805341 1257 WIND FRANK & ARLENE 8276 BLACKWOOD DR WINDSOR CO 80550 1258 WINDSOR TOWN OF 301 WALNUT ST WINDSOR CO 80550 1259 WITMORE TYLER 260 BASSWOOD AVE JOHNSTOWN CO 80534 1260 WOOD B SUE 128 ORILLA DEL LAGO FORT COLLINS CO 80524 1261 WOOLERY GEORGE B 7465 COUNTY ROAD 34 PLATTEVILLE CO 80651 1262 WORTHLEY RANDALL W 27238 COUNTY ROAD 13 JOHNSTOWN CO 80534 1263 WYCOFF WILLIAM R 333 COUNTY ROAD 17 BRIGHTON CO 80603 1264 YORK KENNETH ALAN 439 PEKIN DR JOHNSTOWN CO 80534 1265 YOST ENTERPRISES LLC 1002 MEDICINE MAN CT WINDSOR CO 80550 1266 YOUNG ROBERT R 10265 COUNTY ROAD 17 LONGMONT CO 80504 1267 YULE WARREN R 251 ALDER AVE JOHNSTOWN CO 80534 1268 ZADELJENNIFER L 11298 COUNTY ROAD 17 LONGMONT CO 80504 ' 1269 ZEILER LE R FARMS 5901 SA+CAJAW EA WAY LOVELAND CO 80537 1270 ZIEBARTH PAMELA M 327 BASSWOOD AVE JOHNSTOWN CO 80534 31 of 31 Open Houses Sign -in Sheets C�Thornton WATER PROJECT Open House Sign -in Southwest Weld County Services Complex Monday, November 14, 2016 Please Print Name ' and Address Email Updates YIN —DS Lin -1-- 'aril -3 -Sato 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Lif3-00 N itvp .1.. 0,--)\- rro,cido\s gocc).)-1 ' is ti ;s !oauL I ILI? s a voice. i I u:�we1/4, , t‘ef„ to _.Q t&Jr&S s Yr P&ii-e fir, ..;* :, t Htkj WO z,, • ;.ni _ ,►. A,, 493 y 3 INCLJ Co tth.Ci 'if Sit cCreACIe ? g eriz tei- exi414-0,,,, w„,03 'Kati "-ohn Hokzved c/6211 tAze mite" cim wirkicin ci ze 3 0462 17 grilfrocfr, Limck, tutu/J*4 s if you would like to receive information and updates regarding this project please choose 'r in the 'Updates' column_ e*1/414$ Thornton Air WATER PROJECT Open House Sign -in Southwest Weld County Services Complex Monday, November 14, 2016 Please Print Name and Address Email Updates YIN IA) R COGilti-) i , 2S3 Zetairt /21OeZiehrreie If you would like to receive information and updates regarding this project please choose `Y' in the `Updates' column. ICEIV•Thornton WATER PROJECT Open House Sign -in Southwest Weld County Services Complex Monday, November 14, 2016 Please Print Name and Address Email Updates YiN , OHO1-h, .I 50;s0cis 7 J� 1 . ( �I . ) ; yy �. ifu e Tarr Le- (gar— ( hze iLk it O oh S gcs3cDi tikOk 0 r . lecitt LetAl-i Flobett,c- if you would like to receive information and updates regarding this project please choose 'Y' in the Updates' column. (rtSi Thornton WATER PROJECT Open House Sign -in Poudre Valley REA November 16, 2016 Please Print , Email Updates Name and Address Y IN le .��' (4k/74 -c S9zo E(0c1)S'Lt( ._\ wiL• tl(Y'Y' xite i .r, • / r • I y . _ter ' - 3 'i-1' r 1 f � e f _ - � KePt Rani4g AA die, 530 •. z oc2-4 ct .coeseits,00 ,A a , yz s (,), 6iStiti AL-, or sts-aci ( car 17170 U1�I ta0,7( al L<./4,,, Air it,,,„ ,, 446,6132 LAJ e R is.rs E-( (LI eft, gas- IT left-Tr's :e3idec- $ e 6 Sria, \ 1_6-te4e gocig ‘i-r) ise3,t_ 01(: (-14 '•`'` )AC_ViA triad)c A c RNetce 4 - ,L �`'%•e.t%k Mara re/ Sr bvi'c Zr 7/in. eAT I -67-P. teade, Sony Can i a // 7 /5,-7 1 h CA -44 hit' i' 5 iee Ire Vise eitg, LSTi -FR, CLut Cif 1 icel 77, (froCVT4CePPY 0 i 0 O 43 171-si (A5 ors- i) irsartine-- -e___Ittrii 4d 4r C.,Alit& -2"'\• i� A Rt -A N AL r I 4 � 1 *ea -�• I:i,,ffi._ ei \ 1� 41 +�u," , y r OFF- 0 vi AQi.O L if you would like to receive information and updates regarding this project please choose `V' in the 'Updates' column. C�war...Thornton WATER PROJECT Open House Sign -in Poudre Valley REA November 16, 2016 Please Print Updates Name and Address YIN Email LL-LAJA--tel--, ALLA-idiot% A . Lit.,..S S - t i.s..., . 41A -I ‘ CAP We"5- 1 s woo Co r; R0 t �- cc, L s. 7-s. -L -IN "9 0,A,elteeiecs-cks 17.0 ere 9 CM C k c(6 Ctor COL. coioci O , 1 de_ 4.• C 1 \LTO) eiThrt-v,,, \--,- inn \era IThi, eOS2.1 S ms- ..itivt, - lict it+ 41--4.s5 PLAt‘ (02 5 3" 0 1---1444 ealikittE 375E. Jffags.croorNf%. *I FrC 80525 Di ...id 4.„„,./etn,--, C7gq 2-O:1":' 2-4* ent:faip,4_ co s°5417 "fre, exec.,- tit.,,,,,..).47 ,,,a_c_sc-...,) ------91- 9 4a-fd.....e. Z2:aaw -442S er. ge.,),•ewy .0'146 oe-AF 1 f you would like to receive information and updates regarding this project please choose 'Y' in the Updates' column. lAir� ThorntonWATER PROJECT Open House Sign -in Poudre Valley REA November 16, 2016 Please Print Updates Name and Ad Email kir.. Jed, Weir r 19 Lk Pl?initucciriAv Crfr Wksnl dive Ci5.5--(di -9 (-1-44-- Cie I 1) I O '14e alismayttA 01/4...„,4 \\,-0---&-Pvi_AL. PS, Sg arida c7.1 O Yr i --atelA __AL.A..... . --7, ' 5q h, /_, c (lit\ J.. J ,AlWry crAbt--i rCici--7-4 �� Ca l7 { 97-ilnereS4- i-;et Vci 7070 72::' 0_0 g3,,e___r ly62,77 soups idePror rirCa Q3?-- Petrleat --.1- c,65 -2q ._C) 4Asse_i--5 2?' Ile /Ku_ goo'(241/ if you would like to receive information and updates regarding this project please choose 'Y' in the 'Updates' column. C�Thornton WATER PROJECT Open House Sign -in Poudre Valley REA November 16, 2016 Please Print Email Updates YIN Name and Address Lixor#4.Ata:a (-:-;390/ ,h5a, ..:A --e- alaw.*) es Sirts, ti --9 r,, RT 4.s a E?O53ZV 6-ite rig t -arr.--; i 417-. '137 Ca Lid t/ 5 P _#r j//JJ li e ! ( ,K c- & 4( -C) \ UU ( rat IY\l‘ 1 1 Y‘1\--- ((°c _ 4 Ceil di Qm9 Tt7DY 1. v" het 1ALI( (tons_ 4 OA \e-D-CK-__ a ca;e ___Sc i CAso ` f ''s ' ice, 2 0,Arcatif d,/ 1 AincerA eam_cver-Jel 93 05 ter dic,,,ii-ibinet -r -n 5�. ,moo If you would like to receive information and updates regarding this project please choose 'Y' in the 'Updates' column. Thornton WATER PROJECT Open House Sign -in Poudre Valley REA November 16, 2016 Please Print Email , Updates Y!N Name and Address fi4 a er I/6 art / O Sci--49 8 3 a co If you would like to receive information and updates regarding this project please choose `Y' in the `Updates' column. ecDzi Thornton WATER �R4J�Cfi Open House Sign -in Larirmer County Courthouse December 6, 2016 Please Print Marne and Address Email 'updates YIN info a�,7thorntonwaterpraject.com Y Example: Mark Koleber 12450 Washington Street, Thornton CO 80241 I\ Th./1. 1Roswik-ev to 2eJ Ske\oct � /12-;Oeelfer-nc getOnsy-- fi STD) oe itthao ir-- E coab-sr2 Y /� � 1" 1 O9 v liar t�/O K>,0)‹ 'i4)070 eir FC 9fonf)e 48- Ine A -cPY g Sit ily:i lalifsix CO g275 ' `/ nd odelt4Ote7 3cr° Trthdr9ii Tim i r-7`- Col/ r Ys C O to4s-- Y / ' (5444 aim 6 el/ t ifc- 2_ gir gte Or ec,,,,c n, 2-11" kp-e_a_ 0 6, 4r If you would like to receive information and updates regarding this project please choose or in the tlpdates1 column. C�Thornton WATER PROJECT Open House Sign -in Latimer County Courthouse December 6, 2016 Please Print Name , and Address Email Updates YIN info@thorntonwaterproject.com Y Example: Mark Koleber 12450 Washington Street, Thornton CO 80241 \." annyukn, Le Int 1/2-e_ ki--kez iew5 mac arl1/4 Sr\-- ( nvevorrilk.A- eoS gCS ccLk Lee, ob er-Es V 4 9 II i g 0 5241- 13 Deer(1)-eict rt (de Peak Co QS iii i A j4kVifite a . - Sr*. ri;r1-- store) 2 700 Want ce 0 (07:3/4, _ i 1te ttc:rt3241 Pc (Ltd ell co Ck 4 cr e--0.4 232 S. LiLl< Lnpc Fl- LCIAL,) ic.)\,,\01/4 ?Duuiry-to NI `, otvw\Ge1.E� -F1-LS4udvLb 2s 233 a, suAA-gh. Itu , A/ _iv Citveic ( e ci (2-5-1fr„ LA..10 6 (1 If you would like to receive information and updates regarding this project please choose 'Y'' in the `Updates' column. eJ) 4;40 Thornton WATER PROJECT Open House Sign -in Larimer County Courthouse December 6, 2016 Please Print Name and Address Email Updates YIN info@fhorntanwaterprojeckcom � Example: Mark Koleber 12450 Washington Street, Thornton CO 80241 Y Y 4.2),s41„ 3q4A/3 -g909 bilte,tEbausE. arratisaki :6,01,4,h, 14,06,9,- ses3DN Lci).Dasc, pt,c,,,\ Th., Co n9Y L:C 1.855 -iit‘ ct) q 1-112,q L4pC4e,--- A0A, p, It i it —S CC1 Cl/ 1 cf'Ed de_ rtniiC aid , 7fl077a0p ut, P/(//ths, (d%'O GR9 Y:1,5 �C-s_��?0- ea„ 67-7fr- 4iws, 47y&-2/ l�G_i�ir L�-'r' Htticork44{ AdvkkAcwq 95 -Iii �c gm ( S ica-itirt Cola CO t6.2 i aeTTaSroVto." 54-uk?c, A 2\ Arisiee Zake st.C ar-ten Icice) utOoccin: A, WC (76 + , D ftect) /09473:6Parne O 5 0 I=AC(vit- irG- If you would like to receive Thfomnation and updates regarding this project please choose 'Y' in the 'Updates' column. silLkes Thornton ATERWPROJET Open House Sign -in Larimer County Courthouse December 6, 2016 Please Print Name I and Address Email Updates YIN Example: Mark Koleber info@thorntonwaterproject.com thormtonwaterpro}ect.com Y 12450 Washington Street, Thornton CO 80241 7)14e l Pie n3 cam' " Ca; Crx�tt)s L nLa2.raci a 4 i. 1 i(e) Rog I Gam. 701 O i-titstAeitti LArfc62 RA , Pr 2.6c-ig( k---424444-2177 WI ii--; i pi),, A OTC Pa O 0 t CR PR iciNt7-c7 ilinc rd SrC2S)-9e. .; (0021- yet6 Aler 7147 3o ore a w IS. ed MA t' irrav ti-i ii[avii ir-cr- 1 5 Cid? OG-ete._ C� WO Q CPU' a44) (Lt D 2_ (ci-r Co/Li/vic \ 5 LEI LeeiLtia- co ceic()- -L7 / '--1-C-tki-ri\c, Et -„L_ � Ig I 3 CttLce-c-e-,:c\\) Vim'" l Pa?e-r Q___ C12 If you would like to receive information and updates regarding this project please choose 'V1 In the 'Updates' column. turypier Open House Sign -in Larimer County Courthouse December 6, 2016 Please Print Email Updates Name and Address Y!N Example: Mark Koleber info@thorntonwaterproject.com Y 12450 Washington Street, Thornton CO 80241 ') illY)9122-74c- - erea, fel), 0 it, C 5 2-7-- ,S,ci-io (tA( _ri. Jt0Il, , t (72-KL,t-t, i (ficit.\($ -€O)- ,c. r 9 I i- v I 10 T-ris+64,61.4 Socez_4- Co y 446yete--- I 'IR iterm i13-5 5. efivnivaitvg Pie ii.41-riEr ilio fra eoctc Lord& 7iiii+Le 5908 to itteA Firirc‘thdeu. -Qii fabre49 If you would like to receive information and updates regarding this project please choose 'Y' in the 'Updates' column. ear Thornton WATER PROJECT Open House Sign -in Lariner County Courthouse December 6, 2016 Please Print Email Updates wrnt Name and Address infa@thorntanwaterpioject.com Y Example: Mark Koleber 12450 Washington Street, Thornton CO 80241 1)40 C-DrieTin f b I al (7e -al W‘N \o"-:. -3/4-0,0\ -11fr ID\ sPe ici. i?ti2-8e ______ 166 Dub LA 4 4 ifTy- canit5 Jar or If you would like to receive information and updates regarding this project please choose nt in the 'Updates' column. C�Thornton WATER PROJECT Open House Sign -in Lorimer County Courthouse December 6, 2016 Please Print ‘_) Name andAddress Email Updates NON Example: Mark Koleber info@thorntonwaterprojecE.com Y 12450 Washington Street, Thornton CO 80241 \i--- I -7-L.40,----- ,,,corka z „5- Lik/r .„5,5,T .04--j? /11-7e,t-c,,Jr- a c C -O GI. Erfailars c 3citg% L),Aj. iCi, izooli 13 Fer, Calityt, fit ,reed_ ik. altZ>V 4- P_ r 6 cc, ozit td,040 wintki,, giscx faiiie 41-‘44t_GeldbinCscoiCI \ILL -H , a !It, !ga-1/46Lt.'d calk 46:61 db,b/AkeI sf7C., 2115-41t , end Lunet) �j !� rvu��` t(8202 r4 t� c c FM< PIA eos-24, ye I If you would like to receive information and updates regarding this project please choose `V' in the `Updates' column. in Thornton WATER PROJECT Open House Sign -in Larir er County Courthouse December 6, 2016 Please Print Name and Address Updates Email YIN info@thorntonwaterproject.com Y Example: Mark Koleber 12450 Washington Street, Thornton CO 80241 ICS S, Pc ch -y , ,-LA.. -37/1a f' ti (08O5--�: / � , ;thew( 4 /4? ;de irxia ' 3 412-5- an d` eidlilet5i20.09 S~2 \1/4. 95 "frcid--Nx. a\a tatcx 02a col iravre\,. 6.1 r fe-AtAric-------- 14/0? trilOuYArnhCC-4011Arti Bcth Kir 4---Ff 3 act 11) G (ASIA) Ft dotwais 7.5 a iii g tif".s aso.s-accist-e-Kady,kir ! (7 ii .Q if you would like to receive information and updates regarding this project pease choose `Y' in the 'Updates' column. on WATER PROJECT Open House Sign -in Johnstown Senior Center December Ely 2016 Please Print Updates � YIN Email i Name and Address Example: Mark Koleber infa@tfiorntanwaterprajeet.com Y 12450 Washington Street, Thornton CO 80241 Al K ee cootatftko5 50 So doserexiki C6 20534 • sas 1 - falligil ,S24r, enelikc cid-R/7 nie-ko, 49 get 4 Ins-- eo it? i2vcL≤iny DQSIzn&nt km! Sad�}� neh,� FV df you would like to receive information and updates regarding this project please choose 'Y' in the `Updates' column. C�WATERThornton PROJECT Open House Sign -in Johnstown Senior Center December 8, 2016 Please Print Name and Address Email Updates V/N Example: Mark Koleber int J thornton + + aterpi rojecteco 12450 Washington ngton Street, Thornton CO 80241 (,; V- Vre._ Ve\-1A1/4 3%01 W be, LI- L.Q ankvciath Co 3c)5i, , t ziaol Adaste i, 3 g 5)- el A ?OS f '� '! t �i-- If you would like to receive Anton -nation and updates regarding .this project please choose 'V' in the 'Updates' column. ao.40" Thornton ur WATER PROJECT t Open House Sign -in Johnstown Senior Center December , 2016 Please Print Name and Address Email Updates YIN info@tiaorntonwaterproject.cQm Y Example: Mark Koleber 12450 Washington Street, Thornton CO 80241 %acme% 4-• -Tidtay p 1301d19-- pl. CR, i Lout/coil Co' h1' CiiiAw �Y4cAtAtuo 1 "JCil EPN kt,, _ Cint.wi, ii. C'o 5cou Lc4;Ij }#PL&sccw /1-4”eie-b.5 blicekdoop S Co 8/02 YouievonEreeci C-7 ate -AN 61145Afir hcfic- 41-cigeok, Me 71X2 -145A, CO etcylier Pa,/ fraci:_ripeprer Trgeng of /3 ft eel)to fof)7 • ( ce orischse .0 alit gm/as Isis" ` G ? - u •✓ C.s J-& 1 .'` 4.73.44-71,1", r ilell 5,4 I a, _am ( ,AL _ to, I • alatettaigie-- If you would like to receive information and updates regarding this project please choose 'V' in the 'Updates' column. ivorla 2- a C�Thornton WATER PROJECT Open House Sign -in Johnstown Senior Center December 8, 2016 Please Print Name and Address Email Updates YIN 9nfo@hamtonwaterproject.com Y Example: Mark Koleber 12450 Washington Street, Thornton CO 80241 (219 itc-L 9 sz7S51 13 153 magni vL - fit v 1 ea- 1.0510wei i 7 k lei Of _. tre ESP0C3 0 /FYI ii er 4- CAArt_ --i sotaa_ - -- - 644k2-3 (Dicey 46 CU cWci4 e7AA aihe),(1S oc.,J-) pl ve) dy_f sercetce /07 52. LocR I-7 404 Oil If you would like to receive information and updates regarding this project please choose "Y' in the `Updates" column. If• Thornton WATER PROJECT Open House Sign -in Johnstown Senior Center December Ell 2016 Please Print Name and Address Email Updates YIN info@tMarntanwaterprojecfi.com Y Example: Mark Koteber 12450 Washington Street, Thornton CO 80241 1iP1 czfe, 0,,,t, +-.ri,,,f7 L L-. C._Xf i l 70 7yr wag. fee) 0, Lit ry1/4 ) < d f3(O EJ rested -4k) krAh 1 6 ? i3 Lill( kr7 letal c) of i'7 O dr; Liciiii4pisc) (.9„ 76 4 .frosteato tee YeatS y _ c S s esr Di' PwYtc-e&,vooD VutA4,c,COe (&((( if you would like to receive information and updates regarding this project please choose 'Y' in the 'Updates' column. 91 Pad. Thornton ur WATER PROJECT C • Open House Sign -in Johnstown Senior Center December 822016 Please Print I Updates (Name and Address Email Y!N Example: Mark Kolebat info@thvmtonwaterproject.com V' 12450 Washington Street, Thornton CO 80241 4- ----CitAve\ *7\1 2, lir\ 1\ _ 5 tJ CiL\, tao,\LQ,A,01 in di) ,311 ie2t.ideir M. 'if lie Frest? eie, 07V it/ Tho t je I 40 rale\ /Ware 3u ag gad Cda ffCo1/"ft≤ �a � illatai it) iii ,Ot_PLI_ /O /1 /Liar T' k 3 r 4 S f rz.-z .-- -1'v j,t n► a l d E... 4) yoc5 sz y ✓ L to a. nc,i Vo c L, le- Warkii‘, __if% 483C -Bar-1400d CO C)-4tvi 569 10513 If you would like to receive information and updates regarding this project please choose 7 in the 'Updates' column. Open House Attendee and Locations Map Thornton Water Project Thornton v:JaTrn Pfl1)4 f CITY OF THORNTON COLORADO - - 12450 WASHINGTON ST THORNTON, CO 80241-2405 1 inch = 4 miles D 1 2 4 - Railroad -- County Bou ndary D Lake/Reservoir River/Stream/Canal/Ditch 0 Attendee within Corridor O Attendee outside Corridor *Open H ouse Location Attendee and Open House Locations 3/20/2017 LIiles Sources= NI ID, CY R, I of nor arr. Vila Coc.,nlies, COO' Vit:k'T8988_THORNTON_Ne_ RTHEF.N 'ROJEGT -MK ORDER bb 1_PERVIT-ING"CIStIOAPFI_ES,PUBLIC MEET NOS OPEN -OUSE AID AT'ENDEE_LOCATIONS ' 1w' MOO JQUAh 3r2WtOII4:02 43 V Open House Display Boards ed(;-' Thornton WATER PROJECT OPEN HOUSE WELCOME Ask Questions Got :nformation Provide Input www.Thornto nWaterProj ect. corn �`�" Thornton i1� WATER PROJECT OPEN HOUSE WELCOME Visit the following stations to talk to Project team members and learn about the Thornton Water Project. • Welcome Station (Please sian in.) • General Information & project FAQs • Land Acquisition Process • Construction Activities • permits • Corridor Map (Please fill out and drop-off your comment card before leaving.) www.ThorntonWaterProject.com ..o`k Thornton it WATER PROJECT O2EN HOUSE PRoJco w The Thornton Water Project is a pipeline in Larimer and Weld Counties that will bring water purchased in the 1980s to Thornton customers Thornton is in the land use permitting stage of the Project, and will soon begin contacting landowners along the proposed pipeline corridor to discuss the options of constructing on their property. The exact location of the pipeline has not been Determined, and no specific properties have been identified for acauisition of easements or rights of way. www.ThorntonWaterProject.com Thornton Water Project Project Corridor r I_ t/1st eP dr � r fer flirt 'rr,Liz ✓ POLc 52F_, 774 ti it i1 IL{ i \I -. ••,> 2ex arH.is S o pp . Jr 4''-i Ne:` y 1 ce Co- pul sPkietit 61S. l�ra a 1 r 4 11 (CA S I �y -bl "1 V "'� 1 ' 11 Qk" I -TOOTH R7 �•� 't r'" {•kt}I tr F Y ,: 111 �. 87 it/ I $ l `7 1 I \1P\%ll C1•.fi ' II 5'�IyY L +�' I- 1_ rn to 'l O 2l Got toy r Tc 5TH $T w.. k e a` Ila,r seek e s b take r D .t %I .J ir 'ST $T —40 \LOV 14NO Bard ,r) 4 ansnvl I# 11.I ..J Sties - 0 r I I �ERTHOUD i P •CR4 '' �-� 09 yJ f\ ND RD CITY OF THORNTON COLORADO (Thorntan sl,a rn nnn InTl 12450 WASHINGTON ST THORNTON, CO 80241-2405 (720) 977-6210 i I l(l(ll Fc C L . f`r_` r.,. i 0 t C.c.:-. 0 #.66 S 1 inch = 4.25 miles a 1 2 4 "/ eel ird ' C i',, hd Willitior Reservoir es 4 J H Lf EA la \-.SFVERANtF p„' r (;'J WINDS C ©fzi n t j1 r 4sz• \EATON V 0 4 OST 112 elr—rn 22 4 —i- CR 62 iu c 4tH$5 rTH;$T.'t• ' 1. '��6 JOW STOWN * Yi Rrojecl Corridor Railroad Thornton Farm --County Boundary iiNSSC ] Lake/Reservoir — River/Stream/Canal/Ditch s 37T- ' r 5T ir.) } t ? ui 4 0 L GREELEY `ET $$-u. q 1 w . I � t ----\ it, EVANS �Y�11\ pl•ld r---- Al f 0 ST Boundaries Crossed by the Proposed Corridor Corporate Boundary GMA Boundary Dacono Fi rostono Foil Collins Frederick Dacono FirostOno Fort Collins Frederick Johnstown Mead I Thornton Tirnnalh Wellington Windsor C n 6411 60‘5L i':r,lr[ Johnstown Mead Tirnnelh Wellington Windsor 10/27/2016 lob les V�:kti8968_THORNTON NORTHERN PROJECT -ASK ORDER_Sb 1_PERMIT-ING"GISMAPFILES,ENGINEERISC $U' Or"PROJECT_CORRIDOR.VXD JOUAN'W2re2O'5 109:34 ' I Rik:0 Thornton WATER PROJECT PURPOSE AND NEED OVERVIEW The Thornton Water Project will deliver water owned by the city of Thornton in northern Colorado to enhance Thornton's water supply reliability and drought resiliency, held address source water ,duality issues and meet municipal and industrial demands in the city through 2065. EAtfrk meirel Thornton in WATER PROJECT I I 0 I May 26, 1956 - City of Thornton incorporated H STORY 1982 - 1985 - Thornton Participation in Metropolitan Water Development Project (Two Forks) 1985, 1986 - Thornton Acquires Water Supply and Storage Company (WSSC) shares December 1986 - WSSC and Thornton agree to the future use of share water December 1987 - Thornton files Water Court application to change the use of WSSC shares a • a a • ■ ■ ■ a a s ■ • • a Thornton has contributed over $12 million to the Northern Colorado economy through voluntary payments, use of local vendors, etc. a••• a a a•• a a a• a • 6 • • • e< 6 6 • • • 6 6 6 d • a • • • • 4 • • • • a ♦ a a • a Thornton Farm Cooperative Program implemented for continued agricultural operations and farm and home leasing O I August 1991 - April 1992 - Water Court Trial (57 days) February 1994 - Water Court Decree and appeal to the Supreme Court October 1996 - Supreme Court Opinion March 1998 - Water Court Decree on Remand 2000x_. 2005 - Wes Brown Treatment Plant converted to membrane filtration to treat South Platte River supplies 2005-2008 - Additional gravel pit storage developed The Thornton Water Project is included in t►he South Platte Basin Implementation Plan and Colorado's Water Plan. • • y • s • 6 • • • • • • 6 6 • • VIEW THE TIMELINE • •• a a a a•••• a•• 6 6 6 6• 6•• 444444 a•• a Thornton enhances ►water conservation and maximizes use of existing water resources. August 2013 - Owners Advisor hired for Thornton Water Project (TWP) August 2013 - May 2014 - Evaluation of TWP delivery options June 2014 - Pipeline chosen for TWP delivery method February 2015 - Local government outreach begins • a • r May 2016 - Preferred TWP corridor identified May 2016 - Larimer County Pre -Application Meeting August 2016 - Weld County Pre -Application Meeting November/December 2016 - TWP Project Open Houses Colorado Dept. of Transportation St. Vrain Sanitation District Box Elder Sanitation District • a a • a 6 a 4 1 U 6 6 6 6•••••• a 4 a Latimer County • Weld County • Town of Timnath Town of Windsor a Town of Johnstown Town of Firestone Town of Frederick City of Dacono Town of Wellington City of Fort Collins City of Loveland Town of Berthoud Town of Milliken U.S. Army Corps of Engineers Xcel Energy Central Weld County Water District North Weld County Water District Little Thompson Water District a • • 6 • • • • • • • a OS w e r• a* w• 4500 <Co Thornton ,,,WATER PROJECT Permitting and Land Acquisition Design Construction Restoration and Stewardship 2016 MEL NE 2017 2018 2019 2021 J Is r www.lhorntonWaterProject.com Skk Thornton WATER PROJECT Title Use by Special Review Permit 'real. and Activities of State Interest (1041) Permit Site Plan Review 'teas and Activities of State Interest (1041) Permit tormwater Discharge Associated with Construction Activity - General Permit lir Construction Dewatering Permit p Minimal Industrial Discharge Permit Pollution Emission Notice (APEN) and Construction Permit Special Use Utility Permit C Encroachment/Excavation; Right -of -Way Permit Crossing Agreements l I Clean Water Act Section 404 Consultations EEndangered Species Act Sections 7, 9, and 10) Compliance Consultations Crossing/Encroachment License Agreements Migratory Bird Treaty Act Compliance Consultations pi Wildlife Conservation/ Mitigation Plan !National Historic Preservation Act Section 106 Consultations PERMITTING Issuing Agency Weld County Larimer County Larimer County Town of Firestone Colorado Department of Public Health and Environment Colorado Department of Public Health and Environment Colorado Department of Public Health and Environment Colorado Department of Public Health and Environment Colorado Department of Transportation Municipalities crossed by the pipeline Ditch companies, special districts, utility companies Railroads (ex. UPRR, BNSF, Great Western) U.S. Army Corps of Engineers (USACE) U.S. Fish and Wildlife Service (USFWS) USFWS:Colorado Parks and Wildlife (CPW) Larimer and Weld Counties Colorado Office of Archaeology and Historic Preservation Below are a few of the over 600 permits, agreements and consultations/ap,provalsf that the Thornton Water Project will need to obtain before construction begins. Information Ensures that pipeline and appurtenances are constructed and operated in a manner that is consistent with existing and planned land uses in Weld County. Requires coordination with, and approval by, the Weld County Board of County Commissioners. Ensures that pipeline and appurtenances are constructed and operated in a manner that is consistent with environmental and developmental goals of Larimer County. Requires coordination with, and approval by, the Larimer County Board of County Commissioners. Ensures that the source water pump station complies with requirements of the Larimer County Land Use Code. Ensures that pipeline and appurtenances are constructed and operated in a manner that is consistent with environmental and developmental goals in the Town of Firestone. Protects water quality. Regulates the discharge of stormwater runoff from construction sites, and requires contractors to develop and implement a Stormwater Management Plan. Requires final stabilization of the site after construction activities are complete. Protects water quality. Regulates the discharge of groundwater and stormwater from excavation and dewvatering operations, and imposes effluent limitations and associated monitoring and reporting requirements. Protects water quality. Regulates discharge of water from hydrostatic testing of pipelines, storage tanks, and similar vessels, and imposes effluent limitations and associated monitoring and reporting requirements. Protects air quality around construction sites. Regulates releases of "fugitive dust". and requires contractors to develop and implement a Fugitive Dust Control Plan. Ensures proper construction of the pipeline under State roadways. Regulates and authorizes pipeline installation within interstate and State highway right -of way, and requires contractors to meet Colorado Department of Transportation construction and restoration requirements. Ensures proper construction of the pipeline under municipal roadways. Regulates and authorizes pipeline installation within municipal road right-of-way, such as crossings and encroachments, and requires contractors to meet the municipality's construction and restoration requirements. Ensures proper construction of the pipeline when crossing ditches. canals or utilities. Regulates and authorizes pipeline installation and requires contractors to meet the ditch or utility company's construction and restoration requirements. Agreements may include specifying construction timeframes to ensure continuous ditch operations. Ensures proper construction of the pipeline in railroad right-of-way. Regulates and authorizes pipeline installation on railroad property and requires contractors to meet railroad construction and restoration requirements. Protects the "waters of the U.S.-, including wetlands. Regulates the discharge of dredged or fill material into such waters. Thornton will conduct field surveys to identify waters of the U.S. in the Project area, and will consult with USACE for a jurisdictional determination for any waters that are identified. Thornton intends that pipeline crossings at jurisdictional waters will be accomplished by tunneling or boring under such waters, and it is expected that no 404 permit will be required. Protects and recovers threatened and endangered (T&E) species and the habitats they depend on. Regulates activities that could impact T&E species or associated habitat. Thornton will conduct field surveys to identify T&E species or habitat in the Project area, and will consult with the USFWS if adverse effects on a T&E species or its habitat is anticipated. No adverse effects to T&E species or habitat is anticipated, pending survey results and USFWS consultation. Protects migratory birds. Regulates activities that could impact active nests of certain migratory bird species. Thornton will conduct field surveys to identify active nests of protected species in the Project area, and will consult with the USFWS and CPW if active nests are identified and impacts anticipated. Protects wildlife and wildlife habitat. Ensures that the pipeline will be constructed to not adversely impact wildlife or wildlife habitats, or that impacts are mitigated to the maximum extent practicable. Thornton will develop a wildlife conservationlmitigation plan as part of the Weld County Use by Special Review Permits and the Larimer County Areas and Activities of State Interest Permit. Preserves historical and archaeological sites. Ensures that the pipeline will be constructed to not adversely impact historical or archeological sites. or that impacts are minimized to the extent practicable. Thornton will conduct a field survey and evaluation of the Project area to determine the existence of known cultural resources, and will consult with the Colorado Office of Archaeology and Historic Preservation if necessary. Thornton Water project Permit Segments for Larimer and Weld Counties �`� Thornton 1 WATER PROJECT PROJECT AREA EVALUATION Jurisdiction (County, City, Town, Other) Zoning/Land Use Agricultural Operations Transportation and Utility Corridors Soils and Vegetation Wildlife Wetlands/Waters of the U.S. Floodplains Cultural or Historic Resources Conservation or Land Management Areas INOMPPOI Imam kw Wise maim Cal I ERia ire www.ThorntonWaterProject.com weir; Thornton it� WATER PROJECT Construction Staging Clearing Grubbing Pipe Segments 45' Typical GENERAL PIPEL NF CONSTRUCTION Topsoil Stockpile Excavated Material Final Grade Excavate & Place Pipe Bedding Material Pipe Installation In Trench Backfill & Compact Restoration A - Work Limits Thornton WATER PROJECT SIMILAR CONSTRUCTION PROJECTS IN COLORADO i&Thornton TYPICAL EASEMENT/ WATER PROJECT Permanent Easement 50' Q R i GHT n� �ninv ninrQn OF WAY DIAGRAM Temporary Existing County 40' Road Pipeline Depth 4-5' Typical Pipe Diameter ± 48" Existing Right of Way 30' Open House Handouts 720-977-6700 ta, ThorntonWaterP roject.com Nis comments@ ThorntonWaterProject.com What is the Thornton Water Project? The Thornton Water Project is a pipeline in Larimer and Weld Counties that will bring water purchased in the 1980s to Thornton customers. FREQUENTLY ASKED QUESTIONS What is the Thornton Water Project timeline? Thornton's water customers will need this additional water supply by 2025. Project planning and permitting is currently underway, easement acquisition will start in late 2016, design will start in mid -2018, and construction will start in late 2019. Will the pipeline be buried? Yes, the pipeline will be buried with some appurtenances and access points above ground. Will the pipeline cross my property? The specific location of the pipeline has not been determined, and no specific properties have been identified for acquisition of easements or rights of way. Has the pipeline size been determined? We anticipate that the pipeline diameter will be in the 48 -inch range. What permits will Thornton need? We estimate that over 600 permits or approvals will be needed. We have initiated the land use permit processes in Weld and Larimer Counties, and have contacted the cites, towns and districts along the proposed pipeline route to understand their permitting requirements and processes. We plan to meet or exceed all permit requirements for the Project. We have consulted with the Army Corps of Engineers regarding Project construction, and will continue to do so as the Project progresses. Why can't Thornton just increase conservation and efficiency efforts to provide additional water? We have one of the lowest per -person water usage rates in the state, and will continue to be a leader in water conservation, but conservation alone isn't sufficient to meet our ongoing and future water supply needs. Will the Thornton Water Project serve other communities? Legally, our water rights can only be used to supply our water customers. However, we are open to partnering with other communities in northern Colorado to share infrastructure. Why is Thornton starting now if the pipeline isn't needed until 2025? We want to continue to be a good community neighbor and collaborate with stakeholders early in the process. In addition, it takes many years to perform the necessary studies and designs, acquire the necessary approvals and easements, and construct a „Al 70 -mile -long pipeline. What is the Thornton Water Project? The Thornton Water Project is a pipeline in Larimer and Weld Counties that will bring water purchased in the 1980s to Thornton customers. For more information about this project and to sign up to receive updates: www.ThorntonWaterPraject.cam 720-977-6700 Land Acquisition Process PROJECT APPROACH LANDOWNERS CAN EXPECT A RESPECTFUL PROCESS AND FAIR COMPENSATION. With input from local governments, we identified a corridor for locating the pipeline. Specific properties or easements have not been selected prior to the Open Houses. We will make every reasonable effort to reach mutually acceptable agreements for property interests required for the Project. We will work with landowners through an open, respectful and collaborative three- phase process to Study, Select and Acquire easements for the Project. Western States Land Services, Inc. 970-667-7602 (Metro Area) 303-938-1414 Our Land Acquisition Team Members Phil B. Mazur, Senior Right of Way Agent and General Manager John Doty, Senior Right of Way Agent and Project Manager Val Kindgren, Senior Right of Way Agent Jen Mawr, Senior Right of Way Agent Justin Mazur, Senior Right of Way Agent and GIS Manager Mitch Hauff, Senior Right of Way Agent Nancy Ragland, Senior Right of Way Agent ACQU ISITION Once a property is selected for potential easement acquisition: • Team members will contact landowners to discuss the valuation and acquisition process. • Team members will work with the landowner to address: - Surface restoration requirements - Crop yield reduction compensation - Additional Landowner concerns • Landowners will be presented with an Offer Letter. • Team members will coordinate with landowners to finalize the easement acquisition documents. • A closing will be held where all necessary documentation is signed and payments are made. STUDY A Project team member will contact potentially affected landowners to discuss the land needs and locations on their property that may accommodate the Project. Team members will also inform landowners of activities during construction, respond to landowner concerns, and discuss approximate value of the necessary easements. Team members may coordinate a "Right - of -Entry" with landowners to further on -site evaluation of the property including: • Verification of property boundaries • Geotechnical and environmental conditions • Locations of existing underground utilities SELECTION We will review property -related information including landowner preferences and concerns in determining whether a property is suitable for construction of the Project. Then, we will select suitable properties that, together with other properties, can be linked to provide a reasonable Project alignment for potential easement acquisition. Appendix F Alternatives Analysis Technical Report — Thornton Water Project Reach Alternative Corridors Analysis 1{ Thornton reo Prepared for City of Thornton September 2016 Prepared by CH2MHILL IOW 9189 S. Jamaica St. Englewood, CO 80112 Contents Section Page Contents ii Acronyms and Abbreviations iv Executive Summary ES -1 Section 1— Introduction 1-1 Section 2 — Guidelines for Development of Alternative Corridors 2-1 Agency Input 2-1 Exclusion Areas 2-1 Utilization of Thornton -Owned Property 2-1 Abutting Rights of Way, Easements, and Property Lines 2-1 Section 3 — Development and Description of Alternative Corridors 3-1 Evaluation Area 3-1 Desktop Survey 3-1 Corridor Segment Development 3-1 Alternative Corridor Development 3-3 Agency Outreach 3-3 Alternative Corridor Descriptions 3-4 Alternative A 3-4 Alternative B 3-4 Alternative C 3-4 Alternative D 3-4 Section 4 — Description of Non -economic Criteria 4-1 Local Government Preference 4-2 Geologic Hazards 4-2 Community Impact 4-4 Wetland/Riparian Crossings 4-5 Floodplain Crossings 4-6 Parcel Owners 4-7 Right -of -Way 4-7 Section 5 — Alternative Corridors Analysis 5-1 Non -Economic Scoring Analysis 5-1 Section 6 — Conclusion 6-1 Alternative A 6-1 Alternative B 6-1 Alternative C 6-1 Alternative D 6-1 TWP USR SUPPLEMENT APPENDIX F CONTENTS Tables 4-1 Non -economic Criteria Summary 4-1 4-2 Local Government Preference Summary 4-2 4-3 Geologic Hazard Summary 4-4 4-4 Community Impact Summary 4-5 4-5 Wetland/Riparian Crossings Summary 4-6 4-6 Floodplain Crossings Summary 4-6 4-7 Parcel Owners Summary 4-7 4-8 Right -of -Way Summary 4-7 5-1 Summary of Non -Economic Raw Data 5-1 5-2 Non -Economic Relative Normalized Scoring 5-1 5-3 Weighted Non -economic Criteria 5-3 6-1 Weighted Non -economic Criteria 6-1 Figures 3-1 TWP Reach 2 Study Area 3-2 3-2 TWP Reach 2 Alternative Corridors 3-5 3-3 TWP Reach 2 Alternative A 3-6 3-4 TWP Reach 2 Alternative B 3-7 3-5 TWP Reach 2 Alternative C 3-8 3-6 TWP Reach 2 Alternative D 3-9 4-1 TWP Reach 2 Mine Subsidence Areas 4-3 5-1 Non -economic Criteria Weighting Summary 5-2 TWP USR SUPPLEMENT APPENDIX F Acronyms and Abbreviations CDOT Colorado Department of Transportation DFIRM Digital Flood Insurance Rate Map FEMA Federal Emergency Management Agency FIRM Flood Insurance Rate Map FIS Flood Insurance Studies GIS Geographic Information System I-25 Interstate 25 LCR Larimer County Road NFHL National Flood Hazard Layer NFIP National Flood Insurance Program NWI National Wetland Inventory ROW Right-of-way RTD Regional Transportation District Thornton City of Thornton TWP Thornton Water Project TWTP Thornton Water Treatment Plant USA United States of America USFWS United States Fish and Wildlife Service WCR Weld County Road WBWTP Wes Brown Water Treatment Plant WSSC Water Supply and Storage Company WSSC Reservoir No. 4 WSSC Reservoir Number 4 TWP USR SUPPLEMENT APPENDIX F iv Executive Summary This technical report summarizes the analysis used to aid in the selection of a preferred corridor for the Thornton Water Project (TWP) water pipeline for the city of Thornton (Thornton). The analysis was performed on four alternative corridors within a 3- to 51/2 -mile wide path from the Water Supply and Storage Company's (WSSC) Reservoir No. 4 (WSSC Reservoir No. 4) in unincorporated Larimer County to Thornton, terminating at either the Thornton Water Treatment Plant or the Wes Brown Water Treatment Plant, or both. This technical report focuses on Reach 2, the portion of the water pipeline that would extend from WSSC Reservoir No. 4 to 168t" Avenue, the County line between Weld and Adams County. The alternative corridors were developed using guidelines including the following: • Input from potentially affected local governments • Minimizing impacts to right of way (ROW) • Minimizing impacts to water bodies and wetlands • Bypassing geological hazardous areas • Minimizing impacts to environmentally sensitive areas such as open space or conservation areas • Minimize impacts to congested areas, typically in developed, densely populated areas • Utilizing Thornton -owned property • Following ROW/easements/property lines After determining locations that met these guidelines, corridor segments were identified and then used to form a complete alternative corridor from the WSSC Reservoir No. 4 outlet structure to the Weld County line at 168th Avenue. A corridor segment is the smallest unique length of an alternative corridor. This exercise identified three alternative corridors: Alternative A, Alternative B, and Alternative C. Typically, alternative corridors are approximately %-mile wide. In 2015, the TWP Team conducted local government outreach meetings with municipalities that TWP construction might encounter in the evaluation area. Based on input received from this local government outreach, an Alternative D was created. Alternative D combines portions of Alternatives B and C and includes the north portion of Alternative B and the south portion of Alternative C. The four alternative corridors were then analyzed using non -economic criteria to determine the preferred TWP corridor. The non -economic criteria and method of measurement used in the evaluation of alternatives included the following: • Local Government Preference - Rating scale from 1 to 8 based on compliance with local government preferences • Geologic Hazards — Estimated length within areas identified as having mine subsidence • Community Impact- Number of local government boundaries crossed • Wetland/Riparian Crossing — Estimated length of wetland/riparian areas crossed • Floodplain Crossings — Estimated length of floodplain areas crossed • Parcel Owners - Number of unique parcel owners crossed • ROW - Estimated possible length of water pipeline in ROW TWP USR SUPPLEMENT APPENDIX F ES -1 EXECUTIVE SUMMARY The non -economic analysis was conducted using normalized scores from 1 to 5, with lower scores being more favorable. After weighting the normalized scores Alternative D, which has the most favorable score due to a low value in most criteria except parcel owners, was determined to be the preferred TWP corridor. Alternative B was the least favorable due to poor scoring in most categories. TWP USR SUPPLEMENT APPEN DIX F ES -2 Section 1 — Introduction The purpose of this technical report is to document and present the means and methods for evaluating alternative corridors using non -economic criteria for the Thornton Water Project (TWP) Reach 2 and present the results of the evaluation. The TWP will include a source water pump station in Larimer County and a booster pump station in Weld County, a water storage tank in either Weld or Larimer County, and a buried domestic water pipeline that will convey domestic water from the Water Supply and Storage Company Reservoir Number 4 (WSSC Reservoir No. 4) north of the city of Fort Collins in Larimer County to the city of Thornton (Thornton), terminating at either the Thornton Water Treatment Plant (TWTP) site or the Wes Brown Water Treatment Plant (WBWTP) site, or both. The water pipeline will be constructed in multiple counties and municipalities. The water pipeline has been divided into the following reaches: • Reach 1 — 168th Avenue to TWTP (at Thornton Parkway and Downing Street) and WBWTP (at 86th Avenue and Colorado Boulevard) • Reach 2 — WSSC Reservoir No. 4 outlet structure to 168th Avenue The analysis of Reach 1 will be conducted after the completion of Thornton's Water and Wastewater 2018 Master Plan and is not a part of this technical report. This technical report is structured as follows: Section 1— Introduction Section 2 — Guidelines for Development of Alternative Corridors Section 3 — Development and Description of Alternative Corridors Section 4 — Description of Non -economic Criteria Section 5 — Alternative Corridors Analysis Section 6 — Conclusion TWP USR SUPPLEMENT APPENDIX F 1-1 Section 2 — Guidelines for Development of Alternative Corridors This section describes the guidelines used to develop alternative corridors for Reach 2 of the TWP. Identifying alternative corridors started with outlining an evaluation area, followed by conducting multiple rounds of local government outreach, and then identifying feasible corridor segments based on the guidelines listed below. Agency Input Multiple counties and municipalities will be crossed by the TWP. In an effort to determine possible locations for a water pipeline, obtain input from local governments and agencies. Exclusion Areas The following areas have been identified as not being conducive for water pipeline locations: • Road right of way (ROW). Staff in Larimer and Weld Counties indicated a preference that the water pipeline be located outside of the existing and future ROW. • Bodies of water. A significant portion of the evaluation area is located within existing agricultural areas that rely on the water in the rivers, streams, ditches, and water storage reservoirs as part of daily operations. Minimizing impacts to the water conveyance and storage infrastructure reduces the disruption to agricultural businesses. • Wetlands/riparian areas. Threatened and endangered species and other wildlife are commonly found in wetland and riparian areas; these species are sensitive to disturbance within their habitats. • Geologic hazard areas. Geologic hazards consist of areas with known mine subsidence. These areas are not conducive to water pipeline locations. • Environmentally sensitive areas. Areas identified as federal, state, or locally owned properties and conservation easements are typically designated as open lands or environmentally sensitive areas. These areas are considered to have environmental significance. • Congested areas. Areas identified as being congested with existing buildings and other infrastructure including areas where a significant number of utilities are assumed to be located, usually in developed, densely populated areas. Utilization of Thornton -Owned Property Thornton owns multiple farm properties in Larimer and Weld Counties and, whenever feasible, areas were identified that would maximize the use of Thornton -owned property. This approach minimizes the impacts to the ROW and property owners in the surrounding areas. Abutting Rights of Way, Easements, and Property Lines A water pipeline location parallel to ROW, utility easements, property lines, and section and quarter section lines is considered favorable and would limit the disturbance to property owners and the general public. TWP USR SUPPLEMENT APPENDIX F 2-1 Section 3 — Development and Description of Alternative Corridors This section describes the methodology used to develop alternative corridors for Reach 2 of the TWP. First, an evaluation area was defined. Next, corridor segments were established within the evaluation area using the guidelines described in Section 2. Finally, corridor segments were linked to develop a complete alternative corridor. A description of each alternative corridor is included in this section. Evaluation Area An initial evaluation area was established to set limitations for the development of alternative corridors. The objective for establishing an alternative corridor was to maintain as straight of a path as feasible from the WSSC Reservoir No. 4 outlet structure to the east side of Interstate 25 (1-25) and then south to 168th Avenue. The limits of the evaluation area are shown on Figure 3-1 and are described as follows: • The east/west portion of the evaluation area is approximately 3 miles wide, centered near WSSC Reservoir No. 4. The evaluation area extends from Larimer County Road (LCR) 19 east to Weld County Road (WCR) 17 1/2. The southern extent of the evaluation area is bounded by Douglas Road and the northern extent by LCR 60/WCR 96. • The north/south portion of the evaluation area is approximately 4 to 5 %2 miles wide. It extends from LCR 60/WCR 96 south to 168th Avenue. The evaluation area is bounded by 1-25 on the west and WCR 17 1/2 on the east. Desktop Survey A desktop survey was conducted to identify likely areas where a water pipeline could be constructed. This desktop survey used readily and publicly available geographic information system (GIS) information and aerial imagery as the background for determining viable locations for a water pipeline. This high-level approach quickly identified areas with significant obstructions or other issues, and alternatives around those areas. The desktop survey employed the guidelines presented in Section 2 in the development of alternative corridors; the development process is described in further detail below. Corridor Segment Development Potential corridor segments were developed using available data and mapping to create the shortest route possible from the WSSC Reservoir No. 4 outlet structure to 168th Avenue. Corridor segments are the smallest unique length of an alternative alignment corridor. Portions of the evaluation area were excluded from consideration as viable locations for the TWP water pipeline, as described in Section 2. Exclusion areas were identified based on the desktop survey. Some exclusion areas, such as bodies of water and wetland/riparian areas, cannot be bypassed or, if feasible, a bypass would include a significant length of additional pipe. To limit the immediate and long-term impacts of the crossings, these areas were identified as trench less construction method crossings. Corridor segments were developed at locations where trenchless construction method crossings appeared feasible based on the desktop survey. Crossing of these areas with trenchless construction methods reduces the potential for the destabilization of banks TWP USR SUPPLEMENT APPENDIX F 3-1 Thornton Water Project 44H DEVILS rs y( CyRO Rid C4ArrONRO • • • • 4, A to Larimer County I) r••••• `nb•''•••• r...I LYONS pm' t ✓.. 5.441 t r • an 0••.5 U H OLb SM 281 s O 8 CR 66 -I S 1 _s UGYAS44O cc U •• MB. °ya I t • CR64 I es _WELLINGTON s♦ • OREGc„p q . WLLOX <N I,M c, - s\ I • VINE DR v_ r.+.- ow Get cartel I.Il>, art/. STUARTST I ` "'I DRAKE RD FORT COLLINS TAFT HILL RD HOPSETOOTH RD SHIELDS ST 2117 TRILBY RD 57TH ST LEMAY AVE W f al IA Cr Z O 29 TH ST • IJ > 22YD ST < Z O Cr 1ST ST C 30 I n U 6E 14TH SW NT Goer Ma fly .4 CR 14 10E. CR 10 CR 6 r N•-4, 91•► VMS/ ••••.. 040 CR4 t toy f BOYD LAKE AVE 5S 1 t. 51 t 1 t 1 • -4, CR 100 NUNN 5 CR 90 85 PIERCE 4 H PIE SEVERANCE %* -WINDSOR s'itir ROSSROA0S BD' CR 62 LOVELAND <IT tte b .. ....pi..... n•a1,•, r-. 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C t • CR 16 FORT LUPTON CR8 LOCHBUIE J--15$T4MVE--------OASENNE42D- •- QUEBEC ST BRIGHTON BRUCE $ T O C W A CE ML OBROEY L > W Y U In OR 74 0 ST o09-4 a.+ a•C, sr U ASA CR 48 4., CR 30 HUDSC R4 152ND AVE -n Ar X O (1(1 Nt 4 ( (Ill it t J. a (C+rton CITY OF THORNTON COLORADO 12450 WASHINGTON ST THORNTON, CO 80241-2405 N f Cl Study Area Railroad County Boundary Lake/Reservoir River/Stream/Canal/Ditch Boundaries Crossed by Study Area Corporate Boundary Fort Collins Johnstown Loveland Timnath Wellington Windsor GMA Boundary Fort Collins Johnstown Loveland Timnath Wellington Windsor Figure 3-1 TWP Reach 2 Study Area 3/27/2017 1 inch = 4 miles 0 1 2 4 Miles Sc.,'tss COOT ESRI,Lanma/and Wed Cantva CDWR. NH0 W waves THORNTON NORTHERN PROJECTITASK ORDER 525' PERMIT"NGK' 9MAPc',1ESWNGINFERING SUPPORTIALT ANALYSIS FOR REPOR'.AL' AL GNMFNT COORIDOR STUDY AREA 1'X' 7 VI UXD .QUAN 3/27/2017 '212 48 PM 3-2 SECTION 3- DEVELOPMENT AND DESCRIPTION OF ALTERNATIVE CORRIDORS and increased incision of the channel bottom that could cause erosion problems at the crossing and downstream of the crossing. Where feasible, corridor segments were located to utilize Thornton -owned property and to abut existing ROW, easements, and property lines. Alternative Corridor Development A review of the corridor segments was completed to determine which corridor segments could be combined to form a complete alternative corridor from the WSSC Reservoir No. 4 outlet structure to 168th Avenue. This review resulted in three distinct alternative corridors: Alternative A, Alternative B, and Alternative C. Each corridor is described in more detail in the sections that follow. TWP staff observed the alternative corridors in the field where public access was available to verify the viability of the alternative corridors. Because water pipeline length is one of the greatest costs, the development of the alternative corridors attempted to limit the east/west movement of each alternative corridor, unless required to route around exclusion areas. Agency Outreach The distance of Reach 2 extending from WSSC Reservoir No. 4 outlet structure to 168th Avenue is approximately 60 miles through Larimer and Weld Counties. In an effort to determine the alternative corridor least impactful to local communities in Northern Colorado, Thornton, in 2015, conducted a series of outreach meetings with local governments and agencies that could be impacted by the TWP. During the initial outreach meeting with each local government and agency, the evaluation area was presented to determine preferences and/or determine fatal flaws for possible location of the TWP water pipeline within the local government or agency's jurisdictional and/or growth management area boundaries. Outreach meetings were conducted with the following local governments: • Berthoud • Dacono • Firestone • Fort Collins • Frederick • Greeley • Johnstown • Larimer County • Loveland • Mead • Milliken • Timnath • Weld County • Wellington • Windsor TWP USR SUPPLEMENT APPENDIX F 3-3 SECTION 3- DEVELOPMENT AND DESCRIPTION OF ALTERNATIVE CORRIDORS Secondary outreach meetings were conducted with local governments and agencies that had incorporated areas or growth management areas overlapping alternative corridor locations to present the three preliminary alternative corridors: Alternatives A, B, and C. During this second round of outreach, additional feedback was collected from the local governments and agencies and, as a result, a fourth alternative corridor, Alternative D, was developed. Alternative Corridor Descriptions Following the guidelines discussed in Section 2, the desktop survey produced three viable alternative corridors, Alternatives A, B, and C. A fourth alternative corridor, Alternative D, was developed based on feedback received from local governments and agencies. Alternative corridors are shown in Figure 3-2. Alternative A The development of Alternative A focused on the south and westerly portion of the east/west and north/south evaluation area, respectively. Alternative A leaves the WSSC Reservoir No. 4 outlet structure and remains south of WSSC Reservoir No. 4, Annex Reservoir No. 8, and Elder Reservoir heading east and generally follows parcel lines and existing roads where feasible (Evans Drive, Bold Venture Way, Grey Rock Drive) to the east side of 1-25. Alternative A continues south generally following LCR 3 and LCR 5. South of Highway 52, Alternative A continues south following ROW owned partially by the Regional Transportation District (RID) and various other owners, including the city of Dacono to 168th Avenue. Alternative A then heads west, terminating at York Street. Further coordination with RTD and the other ROW owners would be required to determine construction feasibility in this location. Figure 3-3 shows the route for Alternative A. Alternative B The development of Alternative B focused on the middle portion of the evaluation area. Alternative B follows the Alternative A route from the WSSC Reservoir No. 4 outlet structure east to LCR 9e where it turns north to LCR 56 and follows LCR 56 east to LCR 1/WCR 13. At WCR 13 it turns south to follow WCR 13 to 168th Avenue at the Weld/Adams County line. Figure 3-4 shows the route for Alternative B. Altemative C The development of Alternative C focused on the north and easterly portion of the east/west and north/south evaluation area, respectively. Alternative C leaves the WSSC Reservoir No. 4 outlet structure in a westerly direction and transitions north through the Braidwood subdivision on the west side of WSSC Reservoir No. 4. Just north of WSSC Reservoir No. 4, the alternative corridor turns east, around Dixon Reservoir, and then continues east generally following LCR 56 to LCR 1/WCR 13 where it turns south. The northern two-thirds of the north/south section traverses back and forth between WCR 13 and WCR 15, along those roads where feasible, following the guidelines outlined in Section 2. The southern third section of the alternative corridor generally follows half -section lines and WCR 17 south to 168th Avenue. Figure 3-5 shows the route for Alternative C. Alternative D Alternative D generally coincides with the path of Alternative B from the WSSC Reservoir No. 4 outlet structure and the south side of Johnstown with a deviation along LCR 56 to take advantage of property already owned by Thornton. This deviation has Alternative D crossing 1 -251/2 -mile south of LCR 56. South of Johnstown, Alternative D transitions Yz-mile east to Alternative C and follows Alternative C to 168t" Avenue. Figure 3-6 shows the route for Alternative D. TWP USR SUPPLEMENT APPENDIX F 3-4 Thornton Water Project W .AMR -HORNTON NOR-HERN PROJECTITASK ORDER St BOULDER CITY OF THORNTON COLORADO 12450 WASHINGTON ST THORNTON, CO 80 24 1-24 05 1 inch = 3.65 miles 0 15 3 3/15/2017 WELLINGTON 1: BERTHOUD MEAD C DACONO Alternative Comdors Railroad Thornton Farm County Boundary Lake/Reservoir River/Stream/Canal/Ditch A< WINDSOR NL tit) FIRESTONE Boundaries Crossed by Study Area Corporate Boundary GMA Boundary Fort Collins Fort Collins Johnstown Johnstown Loveland Loveland Timnath Timnath Wellington Wellington Windsor Windsor I Weld County '5;}.t) AVE Figure 3-2 TWP Reach 2 Alternative Corridors Savo,* COO' ESRI Lanni'/ and %Mal Caner COWR, M+D PERMtT'MGK31SWAPFILE3*NGNEERING suPPoan.Ac ANALYSIS FOR REPOR'ULL' ALIGNMENCORROORS ' iv!? MAD JOL AN 1'5.20'7 a 12 54 AM 3-5 Thornton Water Project Cr BOULDER Thornton *AiER F`!.*)4vC' WSSC Rosorvolr No. 4 LOOKOUT RD WELLINGTON • i LOWLAND ,,RAPAHOE RD I LAFAYETTE � I -- j-.,.,...�R RD LOUISVILLE' CITY OF THORNTON COLORADO 12450 WASHINGTON ST THORNTON, CO 80241-2405 1MEAD \ C • BROOMFIELD S 1 inch = 3.65 miles 0 15 3 77MNATH 5 CR42 CR 38 r Fl ' •NE BD DA CONO S Alternative A a Alternative Corndors Railroad '. • Thornton Farm County Boundary Lake/Reservoir River/Stream/Canal/Ditch FIRESTONE Boundaries Crossed by Study Area Corporate Boundary GMA Boundary Fort Coors Fort Collins Johnstown Johnstown Loveland Loveland Timnath Tmnath Wellington Wellington Windsor Windsor Wel-d Co u'n-ty Weld County BROMLEY LN 111Sal° in Figure 3-3 TWP Reach 2 Alternative A 3/15/2017 aa� Miles W N76Ya$ THORNTON NORTHERN PROJECITASK ORDER se PERMITTNGYGISIMAPCILES1ENGNEERING SUPPORT%ALT ANALYSIS FOR REPORTWTA ALIGNMENT CORRIDORS 11X17 MXD J MAN 1152017 $ 3405 AM nal COOT, ESRI, Lanni. and Weld Coots, CDWR, NND 3-6 Thornton Water Project $4 _ :; Thornton *Aura IRQ.NC1 WSSC Ran olr No. 4 WELLINGTON LOVELAND ¶ ERTHOUD ThMEAD A S LAFAYETTE - - j LOUISVILLE (A CITY OF THORNTON COLORADO 12450 WASHINGTON ST THORNTON, CO 80241-2405 S 1 inch = 3.65 miles o 1 5 3 Altemat've B Alternative Corridors Railroad [s . Thornton Farm -• County Boundary Lake/Reservoir River/Stream/Canal/Ditch WINDSOR We. -d C o u'» -t y !NODE ST BRIGHTON) i ci GREY LW Boundaries Crossed by Study Area Corporate Boundary GMA Boundary Fort Collins Fort Collins Johnstown Johnstown Loveland Loveland Timnath Tmnath Wellington Wellington Windsor Windsor LOCHS U IE l 152nD AVE Figure 3-4 TWP Reach 2 Alternative B 3/15/2017 EMI 'ties Savus COOT ESRI Larne sad WAC CaaSss, COWR, WHO W µrues THORNTON NOR ') -ERN PRO.,ECfTASK ORDER 5\5 ' PERM hoc SWAPFILESIENONEERING SUPPORT\ALT ANALYSIS FOR REPOR"At -R Al Gh4EA' CORR DORS ' •X• 7 MXD ,OLEAN 31.5/20'7 a 3542 AU 3.7 Thornton Water Project a▪ 7▪ 1 tee. 11,IS AVE BOULDER STh.ornton WSSC RoamIr No. 4 LOOKOUT RD CITY OF THORNTON COLORADO 12450 WASHINGTON ST THORNTON, CO 80241-2405 flMNATH OSSROAOSe L O VELAND 5 1 inch = 3.65 miles 0 15 3 cBERTHOUD DACONO Alternative C Alternative Corridors Railroad Thornton Farm County Boundary Lake/Reservoir River/Stream/Canal/Ditch WINDSOR FIRESTONE BRIGHTON°E r BROMLEY Lei Boundaries Crossed by Study Area Corporate Boundary GMA Boundary Fort Collins Johnstown Loveland Timnath Wellington Windsor Fort Collins Johnstown Loveland Timnath Wellington Windsor 71152ND AVE Figure 3-5 TWP Reach 2 Alternative C 3/15/2017 Miss So‘ tee COOT ESRI Lerwet And web Coeds COWR, NMD w N79Sy THORNTON NORTHERN PROJECTITASK ORDER 515' PERM "t 3C SMAPFESWNGMEERING Sl1PPORTIALT ANALYSIS FOR REPORT ALTC ALIGNMENT CORRIDORS 11X17MID JOLAN 37TWC' 7992DlAIM 3-8 Thornton Water Project BOULDER WSSC Reservoir No. 4 LOUISVILLE 1RAPANOE RD Id LAFAYETTE I fA� c� Thornton *ATIF1 K0,0{C. CITY OF THORNTON COLORADO 12450 WASHINGTON ST THORNTON, CO 80241-2405 • • S 1 inch = 3.65 miles 0 15 3 71MNATH caERTHOUD FREDERICK ERIE ERIE BROOMFIELD DACONO Alternative D Alternative Condors Railroad Thornton Farm County Boundary Lake/Reservoir River/Stream/Canal/Ditch SEVERANCE At l WINDSOR Boundaries Crossed by Study Area Corporate Boundary Fort Collins Johnstown Loveland Timnath Wellington Windsor GMA Boundary Fort Collins Johnstown Loveland Timnath Wellington Windsor —Weld ;nanny Figure 3-6 TWP Reach 2 Alternative D 3/15/2017 Mows cos CDOT, ESRI_ L4nmar and Weld Cairns COWRY NH WH799N THORN TON NORTHERN PRO.jEC'1TASK ORDER Set PERM irr OIGISWAPFILESENONEERING SI,PPORTMLANALYSIS FOR REPORTAL TD /LLIGNMENT CORROORS 11 X17MXD JOUAN3r0/201790410AM 3-9 Section 4 — Description of Non -economic Criteria This section describes the non -economic criteria used to compare the alternative corridors. The non- economic criteria were established to aid in the selection of a preferred corridor utilizing qualitative criteria to compare alternative corridors. The criteria were developed specific to the TWP and are intended to address subjective issues affecting corridor selection. Non -economic criteria are those factors that are important considerations in an alternative analysis, but are not associated with a specific cost. Seven distinct criteria were defined for evaluation as presented in Table 4-1. Raw data was determined based on the method of measurement presented in Table 4-1. Further detail for each criterion is given in the sections following the table. TABLE 4-1 Nor -economic Criteria Summary Criterion Method of Measurement Data Source Local Government Preference Geologic Hazards Community Impact Wetland/Riparian Crossings Rating scale from 1 to 8 based on compliance with local government preferences. Estimated length of areas crossed identified as having mine subsidence. Count of local governments crossed. Estimated length of areas crossed identified as wetland and/or riparian areas. Wetlands include categories found in the source file, and riparian areas include herbaceous and shrub flora. Floodplain Crossings Estimated length of areas crossed identified as Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) 100 -year floodplain. Parcel Owners Count of unique property owners crossed. ROW Estimated possible length within the current ROW. Assumptions were made on number of ROW crossings. Outreach meeting discussions. RJH Consultants Inc. mine subsidence GIS information. Colorado Department of Transportation (COOT) cities GIS information. Wetland data are from United States Fish and Wildlife Service (USFWS) National Wetland Inventory (NWI) GIS information. Riparian data are from the Colorado Natural Heritage Program GIS information. FEMA 100 -Year Flood Zones in the USA from ArcGIS services online. GIS parcel information from Adams, Larimer, and Weld Counties. Manual identification in GIS based on a combination of GIS parcel lines and existing and proposed ROW widths from local governments' transportation master plans. TWP USR SUPPLEMENT APPENDIX F 4-1 SECTION 4— DESCRIPTION OF NON -ECONOMIC CRITERIA Local Government Preference Local government preference differs from the other non -economic criteria in that each alternative is measured against the other alternatives, where the other criteria measure each alternative against a criterion. A significant factor in selecting the preferred corridor is how well an alternative corridor meets preferences indicated by staff in Larimer and Weld Counties and local governments during the outreach meetings. This criterion is measured on a rating scale from 1 to 8 with a point given to the alternative corridor that does not meet the county or local government's preference. A more desirable alternative corridor is one that has the lowest rating score; the least desirable alternative corridor is one that has the highest rating score. Table 4-2 presents the preferences of the counties and local governments provided during the outreach meetings. TABLE 4-2 Local Government Preference Summary Alternative Corridor Jurisdiction A B C D Larimer Weld Windsor Timnath Johnstown Firestone Dacono Frederick Mead Berthoud 1 1 1 1 1 1 1 1 1 1 8 5 Total Points 2 1 Geologic Hazards Based on available GIS data, geologic hazards consist of the appreciable and severe mine subsidence areas as identified in the Geologic Hazards shapefile received from RJH Consultants Inc. in the third quarter of 2015. Mine subsidence areas crossed by the four alternative corridors are found near the tri-towns area (Firestone, Frederick, and Dacono) in Weld County as shown on Figure 4-1. Locating a water pipeline in areas with mine subsidence poses significant technical challenges during installation and increases the risk of pipe failure from collapsing soils within the trench section. Table 4-3 presents the estimated pipe lengths within areas of mine subsidence. A more desirable alternative corridor is one that has a shorter estimated length within a geologic hazard. TWP USR SUPPLEMENT APPENDIX F 4-2 Thornton Water Project r n z 11V cc �J AGGREGATE BU M'UNTAW e0 m° Q ERE III ERIE L • 8 AVE O Zr in z 1 THORNTON NORTHGLENN U, CITY OF THORNTON Thornton COLORADO w A:E1n Pr.,}JrC 12450 WASHINGTON ST THORNTON, CO 80241-2405 3/27/2017 ti 1 inch = 1 miles 0 05 Mies ear Alternative Corridors Rail road L: ' I Thornton Farm -- County Boundary Lake/Reservoir River/Stream/Canal/Ditch Mine Subsidence Hazard Level Severe Appreciable WI S Ale CR24 m U z V Boundaries Crossed Corporate Boundary Fort Collins Johnstown Loveland Timnath Wellington Windsor try Study Area GMA Boundary Fort Collins Johnstown Loveland Timnath Wellington Windsor Figure 4-1 TWP Reach 2 Mine Subsidence Areas WN7$fl$ THORNTON NORTHERN PROJECT\TASK ORDER 516PERMITTTIOKiI9MAPFILESIENGNEERING SUPPOR'UL' ANALYSIS Sou rots COOT, ESb. Linnet ♦n0 Wsc Counts COWR, NHD FOR REPORTy1LT ALIGNMENT MINE SUBSIDENCE AREAS 11X17 MXD JOUAN 1/27/2017 '2 ♦0 5S PM 4-3 SECTION 4- DESCRIPTION OF NON -ECONOMIC CRITERIA TABLE 4-3 Geologic Hazard Summary Alternative Corridor Estimated Geologic Hazard Length Crossed (miles) Larimer County Weld County Alternative A Alternative B Alternative C Alternative D 0.00 0.00 0.00 0.00 3.36 4.72 0.00 0.00 Community Impact The alternative corridors cross Larimer and Weld counties. Limiting the number of local government boundaries that the water pipeline crosses minimizes impacts to local communities and the traveling public because areas within local government boundaries tend to be more congested. The list of local governments that each alternative corridor crosses is presented in Table 4-4. A more desirable alternative corridor crosses the least number of local government boundaries. TWP USR SUPPLEMENT APPENDIX F 4-4 SECTION 4— DESCRIPTION OF NON -ECONOMIC CRITERIA TABLE 4-4 Community Impact Summary Number of Local Governments Crossed Alternative Corridor Larimer County Weld County Totala Alternative A Alternative B Alternative C Alternative D • Unincorporated Larimer County • Timnath • Loveland • Johnstown • Windsor • Unincorporated Larimer County • Timnath • Johnstown • Windsor • Unincorporated Larimer County • Timnath • Unincorporated Larimer County • Timnath • Johnstown • Windsor • Unincorporated Weld County + Windsor • Firestone • Frederick + Johnstown • Berthoud • Dacono • Mead • Unincorporated Weld County + Windsor • Firestone • Frederick • Johnstown • Dacono • Mead • Unincorporated Weld County • Windsor • Firestone • Frederick • Johnstown • Unincorporated Weld County • Windsor • Firestone • Frederick • Johnstown 11 9 7 7 a Some local governments are in multiple counties; however, they are counted only once. Wetland/Riparian Crossings Wetland data was obtained from the NWI and includes wetlands designated as freshwater pond, riverine, freshwater emergent, freshwater forested/shrub wetland, lake, and other. The riparian crossings are based on herbaceous and shrub data from the Colorado Natural Heritage Program of Colorado State University. Wetland and riparian areas potentially provide sensitive wildlife habitats, so minimizing impacts to those areas is preferred. A more desirable alternative corridor is one that has the shortest length crossing wetland and riparian areas. The estimated lengths crossing these areas are presented in Table 4-5. TWP USR SUPPLEMENT APPENDIX F 4-5 SECTION 4- DESCRIPTION OF NON -ECONOMIC CRITERIA TABLE 4-5 Wetland/Riparian Crossings Summary Alternative Corridor Estimated Length of Wetlands Crossed (miles) Larimer County Weld County Estimated Length of Riparian Areas Crossed (miles) Larimer County Weld County Alternative A Alternative B Alternative C Alternative ❑ 0.32 0.17 0.44 0.17 0.55 0.86 0.98 0.79 1.38 0.45 0.74 0.45 0.53 1.99 1.58 1.21 Floodplain Crossings For this analysis, floodplain crossings were based on FEMA's 100 -year flood zone National Flood Hazard Layer that was developed as part of the FIRM. Below is an excerpt from FEMA's shapefile that further describes the data: "This map service represents Flood Insurance Rate Map (FIRM) data important for floodplain management, mitigation, and insurance activities for the National Flood Insurance Program (NFIP). The National Flood Hazard Layer (NFHL) data present the flood risk information depicted on the FIRM in a digital format suitable for use in electronic mapping applications. The NFHL database is a subset of the information created for the Flood Insurance Studies (FIS) and serves as a means to archive a portion of the information collected during the FIS. The NFHL data incorporates Digital Flood Insurance Rate Map (DFIRM) databases published by Federal Emergency Management Agency (FEMA). The 100 -year flood is referred to as the 1% annual exceedance probability flood, since it is a flood that has a 1% chance of being equaled or exceeded in any single year." Long-term impacts to floodplains will not occur because the water pipeline will be buried and ground surface elevations restored to pre -construction conditions. Constructability issues could be associated with floodplains because the water pipeline could be subject to scour conditions that require it to be buried deeper. Similar to wetland and riparian areas, floodplains potentially provide sensitive wildlife habitat. A more desirable alternative corridor is one that has the shortest estimated length within the floodplain. The estimated lengths that an alternative corridor crosses a floodplain are presented in Table 4-6. TABLE 4-6 Floodplain Crossings Summary Alternative Corridor Estimated Floodplain Length Crossed (miles) Larimer County Weld County Alternative A Alternative B Alternative C Alternative D 4.76 1.16 0.25 1.16 0.77 1.65 2.46 2,08 TWP USR SUPPLEMENT APPENDIX F 4-6 SECTION 4— DESCRIPTION OF NON -ECONOMIC CRITERIA Parcel Owners Feedback received during the outreach meetings indicated that staff in Larimer and Weld Counties and some local governments preferred that the water pipeline be located in easements on privately owned land. To quantify the effect on property owners, a query of the estimated number of parcels that could be crossed was performed on GIS parcel data received from Larimer and Weld Counties. One property owner could own multiple parcels; therefore, a count of unique parcel owners was compiled to determine the number of individual owners that could be impacted. A more desirable alternative corridor is one with the fewest parcel owners impacted. The breakdown of total parcel counts and unique parcel owners are presented in Table 4-7. TABLE 4-7 Parcel Owners Summary Alternative Corridor Count of Parcel Crossings Larimer County Weld County Parcel Owners Total Parcelsa Parcel Owners Total Parcelsb Alternative A Alternative B Alternative C Alternative D 128 82 47 83 150 94 58 97 67 148 156 144 101 185 198 180 Three parcels in Alternative A, 2 parcels in Alternative B, 4 parcels in Alternative C, and 4 parcels in Alternative D are owned by Thornton in Larimer County. bThree parcels in Alternative B, 3 parcels in Alternative C, and 3 parcels in Alternative D are owned by Thornton in Weld County. Right -of -Way Feedback received during the outreach meetings indicated that the staff in Larimer and Weld Counties and some local governments preferred that the water pipeline be located outside ROW. In some instances, entering the ROW appears to be the best option to minimize impacts to property owners. For example, if a residence was located on each side of the road, the ROW was assumed to be the best location for a water pipeline and the length in that ROW was quantified. ROW crossings were also estimated and were assumed to possibly be required where one side of a road was more congested than another. To meet county and local government preferences, a more desirable alternative corridor is one that has the shortest total length in the ROW. Table 4-8 presents a breakdown of the estimated lengths assumed in ROW per local jurisdiction. TABLE 4-8 Right -of -Way Summary Location Alternative A Estimated Length within ROW (miles) Alternative B Alternative C Alternative D Larimer County Unincorporated 1.24 4.00 3.95 2.34 Larimer County Johnstown 0.15 0.01 0.00 0.01 Loveland 0.03 0.00 0.00 0.00 Timnath 1.86 0.51 0.45 0.51 Windsor 0.04 0.26 0.00 0.26 TWP USR SUPPLEMENT APPENDIX F 4-7 SECTION 4- DESCRIPTION OF NON -ECONOMIC CRITERIA TABLE 4-8 Right -of -Way Summary Location Alternative A Estimated Length within ROW (miles) Alternative B Alternative C Alternative D Weld County Unincorporated 0.12 1.89 1.08 0.84 Weld County Berthoud 0.01 0.00 0.00 0.00 Dacono 3.09 2.08 0.00 0.00 Firestone 1.09 4.44 0.09 0.09 Frederick 0.73 0.98 0.01 0.01 Johnstown 0.03 0.19 1.46 0.58 Mead 0.03 0.02 0.00 0.00 Windsor <0.01 0.03 4.94 0.03 TWP USR SUPPLEMENT APPENDIX F 4-8 Section 5 — Alternative Corridors Analysis The four alternative corridors were compared using the non -economic criteria to aid in the selection of a preferred corridor for the TWP. Non -Economic Scoring Analysis Microsoft Excel was used to summarize the raw data presented in Section 4 to determine a value for each non -economic criterion for each alternative corridor. The summarized values were then normalized for better comparison. A summary of raw data for each non -economic criterion for the alternative corridors is presented in Table 5-1. The raw data corresponds to the method of measurement described in Section 4. TABLE 5-1 Summary of Non -Economic Raw Data Wetland/ Local Geologic Riparian Floodplain Alternative Government Hazards Community Crossings Crossings Parcel ROW Corridor Preference (miles) Impact (miles) (miles) Owners (miles) Alternative A Alternative B Alternative C Alternative D 8 5 2 1 3.4 11 2.8 5.5 195 8.8 4.7 9 3.5 2.8 230 12.3 0.0 7 3.7 2.7 203 10.0 0.0 7 2.6 3.2 227 3.4 The raw data is a representation of impact and were normalized to the same range of numbers for comparison. Once normalized, the information was weighted based on relative importance. To normalize the raw data, a rating scale from 1.0 to 5.0 was chosen with a lower rating being preferred. More than one alternative corridor could have the same rating value if their raw data is the same. Scores were calculated by normalizing the values in Table 5-1. The minimum raw data value presented in Table 5-1 for each criterion received a value of 1.0, and the maximum raw data value for each criterion received a value of 5.0. Other scores were normalized based on ratio of score with highest and lowest raw data values. Table 5-2 presents the normalized scores. TABLE 5-2 Non -Economic Relative Normalized Scoring (LOW SCORE PREFERRED) Local Wetland/ Alternative Government Geologic Community Riparian Floodplain Parcel Corridor Preference Hazards Impact Crossings Crossings Owners ROW Alternative A Alternative B Alternative C Alternative D 5.0 3.8 5.0 1.5 5.0 1.0 3.4 3.3 5.0 3,0 4.1 1.2 5.0 5.0 1.6 1.0 1.0 5.0 1.0 1.9 4.0 1.0 1.0 1.0 1.0 1.8 4.7 1.0 TWP USR SUPPLEMENT APPENDIX F 5-1 SECTION 5 —ALTERNATIVE CORRIDORS ANALYSIS The criteria were then weighted to determine the importance of each criterion as compared to the other criteria. The weighting factor assigned to each criterion was based on the relative importance of each category as determined by CH2M HILL based on discussions with Thornton and experience on other similar projects. Figure 5-1 shows how the comparison was made. In this graphic, each criterion is associated with a corresponding letter. Then, using a grid system, the criteria in the rows were compared to the same criteria in the columns. The letter for the criterion that is more important is entered in the intersecting cell. For example, when comparing Geologic Hazards (B) to Community Impacts (C), the disruption to the community was determined to be of more importance than the implications of constructing the pipeline in a geologic hazard of mine subsidence. Therefore, a "C" was placed in the cell. When compared to itself, a criterion gets its own letter. For example, when Floodplain Crossings (E) is compared to itself, a "E" gets placed in the cell. In this way each criterion is represented at least once on the grid. The count of the letters was summed in the Number of Responses column. Community Impacts (C) was determined to be more important than 3 other criteria and has a total of 5 Cs in the grid. Because there are 28 total letters, each letter is 3.6 percent out of 100 percent of letters (100 percent divided by 28 = 3.6 percent). The count of letters in the grid were then multiplied by 3.6 percent to get a weighted percentage for each criterion. A B C D E F G Criteria Local Government Preference a tv IA u chl o a so Community Impacts WellandlRiparian Crossings Floodplain Crossings Parcel Owners 9 a Number of Responses Weighted Percentage A Local Government Preference A A A 7 25,0% 0 Geologic Hazard B C 0 E F G 1 3.6% C Community Impacts G D C C C 5 17.9% O WetlandiRiparian Crossings D D 0 G 5 17.9% E Floodplain Crossings E F G 2 7,1% F Parcel Owners - • . F G 3 10.7% G Right -of -Way .. • G 5 17.9% 28 100.0% FIGURE 5-1 Non -economic Criteria Weighting Summary TWP USR SUPPLEMENT APPENDIX F 5-2 SECTION 5 —ALTERNATIVE CORRIDORS ANALYSIS The weights calculated as shown in Figure 5-1 were used to determine a weighted score for each criterion. Table 5-3 presents the normalized score from Table 5-2 that was multiplied by the weighting shown in Figure 5-1. For example, the Geologic Hazards score for Alternative A in Table 5- 2 (3.8) was multiplied by the weighted percentage in Figure 5-1 (3.6 percent) to determine the weighted criteria score (3.8 times 0.036 equals 0.1368, which can be rounded to 0.14). The weighted scores for each alternative were then summed to develop one total score. The lowest total score is more desirable. When considering the importance of each criterion, the weighted scores result in Alternative D being the most desirable alternative corridor, with Alternative B being the least desirable alternative corridor based on non -economic criteria. TABLE 5-3 Weighted Non -economic Criteria Local Wetland/ Alternative Government Geologic Community Riparian Floodplain Parcel Total Corridor Preference Hazards Impact Crossings Crossings Owners ROW Score (TOTAL LOW SCORE WINS) Alternative A 0.89 0.14 0.89 0.28 0.89 0.18 0.61 3.88 Alternative B 0.59 0.18 0.54 0.72 0.21 0.89 0.89 4.02 Alternative C 0.28 0.04 0.18 0.89 0.18 0.34 0.71 2.62 Alternative D 0.18 0.04 0.18 0.18 0.32 0.83 0.18 1.90 TWP USR SUPPLEMENT APPENDIX F 5-3 Section 6 — Conclusion This technical report summarizes the means and methods used to select the preferred corridor for the water pipeline from the WSSC Reservoir No. 4 outlet structure to 168th Avenue. Four alternative corridors were evaluated using non -economic criteria. Alternative D was determined to have the most desirable score as presented in Table 6-1. Alternative A Alternative A is the third most desirable alternative corridor with a total score of 3.88. It has the fewest estimated number of parcel owners impacted. However, Alternative A has the highest scores for community impacts, floodplain crossings, and local government preference. This alternative corridor crosses the fewest unique parcels owners because the parcels are generally larger in size compared to parcels in other alternative corridors. Alternative B Alternative B is the least desirable alternative corridor in terms of non -economic criteria with the highest total score of 4.02. Alternative B is located in more developed areas when compared to other alternative corridors, which increases the scores for parcel owners, ROW, and local government preference. It also has the highest score for geologic hazards. The increased ROW length of Alternative B is due to limitations created by water bodies and development in Windsor. Alternative C Alternative C is the second most desirable alternative corridor with a total score of 2.62. Similar to Alternative D, it has the lowest scores for geologic hazards and community impacts. However, it has the highest score for wetland/riparian crossings. Alternative D Alternative D is the most desirable alternative corridor with a total score of 1.90. It has the lowest scores for wetland/riparian crossings, ROW, and local government preference. Similar to Alternative C, it has the lowest scores for geologic hazards and community impacts. Alternative D has a higher score relative to some of the other alternative corridors for parcel owners. Based on the analysis, Alternative D is the optimum route. TABLE 6-1 Weighted Non -economic Criteria Local Wetland/ Alternative Government Geologic Community Riparian Floodplain Parcel Total Corridor Preference Hazards Impact Crossings Crossings Owners ROW Score (TOTAL LOW SCORE WINS) Alternative A 0.89 0.14 0.89 0.28 0.89 0.18 0.61 3.88 Alternative B 0.59 0.18 0.54 0.72 0.21 0.89 0.89 4.02 Alternative C 0.28 0.04 0.18 0.89 0.18 0.34 0.71 2.62 Alternative D 0.18 0.04 0.18 0.18 0.32 0.83 0.18 1.90 TWP USR SUPPLEMENT APPENDIX F 6-1 Appendix G ROW Feasibility Analysis THORNTON WATER PROJECT FEASIBILITY OF ALTERNA.TIVELY LOCATING TWP WATER PIPELINE \NITHIN \NELD COUNTY RIGHT-OF-IVA.Y C!-1MHlLL TECHNICAL MEMORANDUM Thornton Water Project Feasibility of Alternatively Locating TWP Water Pipeline within Weld County Right -of -Way PREPARED FOR: City of Thornton COPY TO: File PREPARED BY: CH2M HILL DATE: November 19, 2020 Purpose This technical memorandum (TM) summarizes analysis of the feasibility of alternatively locating the Thornton Water Project (TWP) water pipeline within Weld County right-of-way. The analysis presents a general review of non -economic factors to consider in locating the water pipeline within right-of-way as well as a comparative cost analysis on a per linear foot of pipeline installed. In addition, the differential costs for locating the TWP water pipeline within right-of-way at six (6) specific locations is included. Conclusion The conclusion of this Technical Memorandum is that while it may be technically possible to alternatively locate the TWP water pipeline within Weld County right-of-way, under the requirements specified by Weld County, it is not feasible because of the impacts and increased risks described herein to non -economic evaluation factors and because of significant increases to economic factors. Therefore, it is considered an unreasonable alternative for locating the TWP water pipeline. Non -Economic Factors As summarized below, locating the TWP water pipeline within right-of-way under the requirements specified by Weld County's will unreasonably increase impacts to non -economic factors considered in locating a water pipeline such as the TWP. Traffic Impacts During Construction Locating the TWP water pipeline along the centerline and at least 10 feet deep within Weld County right-of-way will significantly increase project impacts to Weld County residents and the traveling public due to road closures and detours. Increased Risk of Damage Locating the TWP water pipeline within Weld County right-of-way eliminates Thornton's control over activities within the right-of-way that might damage the water pipeline, such as any subsurface construction by others. Accidental damage to the pipeline by others could lead to inadvertent failure requiring road closure and detours to perform repairs. TWP WELD COUNTY ROW FEASIBILITY ANALYSIS CH2M 20201119.DOCX 1 THORNT0N WATER PROJECT FEASIBILITY OF ALTERNATIVELY LOCATING TWP WATER PIPELINE WITHIN WELD COUNTY RIGHT-OF-WAY Maintenance Access Locating the TWP water pipeline within Weld County right-of-way poses significant safety risk to the traveling public and the workers tasked with maintaining the water pipeline, and will significantly increase project impacts to Weld County residents and the traveling public during such pipeline maintenance activities. Impacts to Future Utility Services Locating the TWP water pipeline within Weld County right-of-way increases impacts to locating future utilities within the right-of-way and adjacent to the TWP water pipeline. Impacts to Future Roadway Construction Locating the TWP water pipeline within Weld County right-of-way will increase coordination and the design and construction schedule of any future Weld County roadway projects that could potentially require relocation of the water pipeline. Economic Factors Locating the TWP water pipeline within Weld County right-of-way will significantly increase construction costs to Thornton, which is not reasonable considering the increased non -economic impacts. Locating the TWP water pipeline within Weld County right-of-way will also increase future maintenance costs, and cost associated with pipeline relocation, if required. Background At the Weld County Board of County Commissioner (BOCC) Land Use Hearing for the TWP USR Permit Application held on August 26, 2020, the BOCC directed Weld County Staff to work with Thornton to identify areas of the TWP water pipeline that could be located within Weld County road right-of-way. On September 4, 2020, Thornton provided Weld County staff with exhibits identifying six (6) areas where the TWP water pipeline could be located within Weld County road right-of-way. The six (6) areas were identified based on 1) a right-of-way existing parallel to the water pipeline that the water pipeline could be located and 2) Thornton had not already acquired possession of an easement on private property. A revised exhibit for Area 6 was provided to Weld County staff on September 8, 2020. A compiled exhibit for the six (6) areas is attached as Exhibit 1. Weld County Public Works staff presented their analysis of the use of Weld County right-of-way for the water pipeline at the six (6) identified areas at a continued hearing on September 16, 2020 (Exhibit 2). Weld County Public Works staff concluded that Thornton could use the right-of-way in these six (6) areas subject to more detailed analysis by Thornton, especially verification of locations of existing utilities. At the September 16, 2020 hearing, the BOCC also directed Thornton to analyze locating the TWP water pipeline within Weld County right-of-way even where Thornton had already acquired easements on private property. Following the September 16, 2020 hearing, Thornton submitted questions to Weld County staff to clarify Weld County requirements for locating the water pipeline within the right-of-way. The questions were submitted to Weld County Staff on October 22, 2020 and Weld County responses were received on November 4, 2020. The questions and Weld County staff responses are attached as Exhibit 3. TWP WELD COUNTY ROW FEASIBILITY ANALYSIS CH2M 20201119.DOCX 2 THORNT0N WATER PROJECT FEASIBILITY OF ALTERNATIVELY LOCATING TWP WATER PIPELINE WITHIN WELD COUNTY RIGHT-OF-WAY General Requirements and Conditions Based on Weld County responses and regulation requirements, locating the water pipeline within Weld County right-of-way must meet the following conditions: • Located in the center of the existing roadway. • Installation depth should be 10 feet from top of pipe to lowest point in the right-of-way. • Final surfacing for gravel roadways is a minimum of 6 inches (R value = 69 minimum, 95% modified proctor compaction). • Asphalt roadways must be rebuilt to match pre -construction grades and thicknesses. • Flow -fill cement in accordance with Weld County specifications is required at all locations. • Permit fees will be assessed in accordance with the right-of-way permit fee schedule. • Weld County right-of-way is non-exclusive. • Larimer and Weld Counties have an intergovernmental agreement that addresses maintenance responsibilities along Weld County Road (WCR) 13. Each entity requires permitting for its right -of way. • In areas where Weld County owns a limited interest in the right-of-way, Thornton is responsible for determining the ownership of properties traversed by the TWP water pipeline and obtaining from the fee title owner(s) of the right-of-way necessary authority or rights to use the right-of-way. Non -Economic Analysis This section of the Technical Memorandum presents results of analysis of the non -economic impacts of locating the TWP water pipeline within Weld County right-of-way. The analysis applies both to the general case of locating the entire water pipeline within right-of-way and the specific six (6) locations identified at the September 16, 2020 hearing. Traffic Impacts During Construction The Weld County requirement to locate the TWP water pipeline along the centerline and at least 10 feet deep within Weld County right-of-way will significantly increase project impacts to Weld County residents and the traveling public as summarized below: • Long-term road closures and detours are required to perform the construction within the right-of- way, limiting through traffic, increasing travel times and limiting unrestricted access to properties adjacent to the construction area. Much of TWP construction will be in areas where roads are primarily on section lines, resulting in at least an additional two miles of travel distance around a road closure. • Long-term road closures and detours can pose significant safety concerns. There have been instances when impaired drivers have crashed through road closed barricades at high speed, jeopardizing their own safety as well as the safety of construction workers. In particular, driver safety at night can be compromised if inattentive or impaired drivers ignore detour signs or become confused, even if the most robust traffic mitigation measures are employed. Increased Risk of Damage Locating the TWP water pipeline within Weld County right-of-way eliminates Thornton's control over activities within the right-of-way that might damage the water pipeline, such as any subsurface TWP WELD COUNTY ROW FEASIBILITY ANALYSIS CH2M 20201119.DOCX 3 THORNT0N WATER PROJECT FEASIBILITY OF ALTERNATIVELY LOCATING TWP WATER PIPELINE WITHIN WELD COUNTY RIGHT-OF-WAY construction by others. Although Thornton is a member of 811/Utility Notification Center of Colorado and should be notified of construction that might affect the water pipeline, there is no guarantee that such notification will happen. Any subsequent, inadvertent damage to the water pipeline could lead to a failure requiring significant repair -related road closure that could jeopardize the safety of the traveling public and the workers performing the repair. In contrast, locating the water pipeline within an easement on private land provides Thornton control over activities within that easement in coordination with the property owner who would also have a vested interest in activities occurring on its property. This coordination and control will lessen the risk of damage. Also, should inadvertent damage occur that creates failure, any consequential impacts would predominately occur outside of right-of-way, lessening impacts to the safety of traveling public and workers making repairs. Maintenance Access The Weld County requirement to locate the TWP water pipeline along the centerline and at least 10 feet deep within Weld County right-of-way poses significant safety risk to the traveling public and workers tasked with inspecting and maintaining the water pipeline. On -going maintenance activities on a water pipeline are somewhat limited. Maintenance of pipeline appurtenances such as air valves and the cathodic protection system are important for safe operation of the pipeline. While these pipeline appurtenances will be located off to the side, near the right-of-way boundary they still will be within the right-of-way. Maintenance staff will need to pull off the roadway on to narrow shoulders to access these appurtenances to inspect and maintain them, necessitating traffic control. Any activity adjacent to the roadway places the traveling public and maintenance works at increased risk of an accident. Other appurtenances, such as manway accesses and in -line valves will be in alignment with the pipeline and any inspection and maintenance for these appurtenances will require full road closures and detours that will create travel delays and expose the traveling public and workers to increased safety risks. Impacts to Future Utility Services The Weld County requirement to locate the TWP water pipeline along the centerline and at least 10 feet deep within Weld County right-of-way increases impacts to locating future "local" utilities within the right-of-way and adjacent to the TWP water pipeline. Requirements to backfill the TWP water pipeline trench with flow fill cement increases construction time and cost for future utility crossing, especially utility service lines providing service to adjacent properties. Impacts to Future Roadway Construction Weld County in its Transportation Plan notes that costs related to utilities within the right-of-way, and impacts related to oil and gas production have become a major concern.1 Costs for relocating utilities, as well as oil and gas infrastructure, continue to rise and become a major consideration when selecting County infrastructure improvements, especially intersection improvements. In recognition of these impacts to County projects, County staff usually work to ensure these facilities are located outside of the area needed to improve the roadway. Although Weld County will require Thornton to relocate the TWP water pipeline at its own expense to accommodate future road construction, there will be increased construction time required to complete these projects. Thornton control of activities within Weld County ROW Weld County right-of-way is non-exclusive. Therefore, Thornton has no control over the location of future subsurface facilities within the right-of-way that could have a detrimental impact to the 1Weld County 2045 Transportation Plan, November 9,2000, page 9. TWP WELD COUNTY ROW FEASIBILITY ANALYSIS CH2M 20201119.DOCX 4 THORNT0N WATER PROJECT FEASIBILITY OF ALTERNATIVELY LOCATING TWP WATER PIPELINE WITHIN WELD COUNTY RIGHT-OF-WAY operations and maintenance of the water pipeline. Weld County has indicated that this is non- negotiable. Permitting within Weld County Road 13/Larimer County Road 1 (County Line Road) Weld and Larimer Counties have an intergovernmental agreement that addresses maintenance responsibilities for County Line Road. Weld County has indicated that both counties will require right-of- way permits for occupying its right-of-way. Since Weld County requires the water pipeline be in the center of the right-of-way, a right-of-way permit from Larimer County will also be required. Since Thornton and Larimer County are in litigation regarding Thornton's TWP 1041 application for siting and locating the water pipeline in Larimer County, it is reasonable to assume that Larimer County would refuse to consider an application for use of County Line Road right-of-way until such litigation has been resolved. Weld County Use by Special Review Pipeline (USR-P) Criteria Construction within Weld County right-of-way based on Weld County requirements and conditions above is more impactful with regard to some of the criteria used by Weld County to evaluate a USR-P permit application. Traffic impacts are significantly increased because roads will need to be closed to allow construction of the water pipeline. Although the BOCC has indicated willingness to allow the pipeline to be in right-of-way, this was without this analysis identifying increased impacts to traffic and safety issues. Accordingly, it is possible that the BOCC would deny the USR-P permit on these increased negative impacts. Comparative Cost Analysis The comparative cost analysis is based on evaluating the differential costs between locating the water pipeline within right-of-way to those of locating the pipeline within an easement on private property. The costs for the pipeline materials will be the same between these alternatives, however, labor and equipment to install will be different as will be costs for different backfilling and surface restoration materials. The subsections below present discussion and quantification of these differences, which are based on constructing the water pipeline with a full road closure. General Increase in Construction Costs In general, Thornton will incur increased costs to alternatively locate the water pipeline in Weld County right-of-way instead of private easements. Based on the Weld County requirements for locating pipelines within right-of-way, Thornton could expect to incur additional costs that range from $275 to $578 per linear foot of pipe installed, or approximately $1,500,000 per mile of right-of-way with an unpaved road to $3,100,000 per mile of right-of-way with a paved road. The total increased construction cost if the TWP water pipeline were located within Weld County right-of-way where right-of-way is adjacent to the proposed alignment would be almost $40,000,000. This increased cost does not include Thornton's cost already incurred to purchase easements from private property owners along the proposed alignment. An increase of almost $40,000,000 in construction cost for a more impactful alternative location is not reasonable. Increased Construction Cost within Six Specific Locations For the six (6) specific areas considered for location within right-of-way, Thornton would incur an additional cost of $8,300,000 to $8,400,000 to comply with Weld County requirements. TWP WELD COUNTY ROW FEASIBILITY ANALYSIS CH2M 20201119.DOCX 5 THORNT0N WATER PROJECT FEASIBILITY OF ALTERNATIVELY LOCATING TWP WATER PIPELINE WITHIN WELD COUNTY RIGHT-OF-WAY An increase of more than $8,000,000 in construction cost for a more impactful alternative location for these six (6) specific areas is not reasonable. Pipeline Depth Although the minimum depth of pipeline for the water pipeline within a private easement is 4 feet its average depth will be greater because of utility crossings and a profile that will minimize the need for air valves. For the segment of the water pipeline being constructed within Windsor and Johnstown, the average depth to the top of the pipe is about 8 feet. Weld County Public Works' requirement of a minimum of 10 feet below the lowest point within the right-of-way is anticipated to increase the average depth to greater than 12 -feet, significantly reducing the rate of installation and increasing the effort needed to manage the increased quantity of excavated materials. The estimated additional cost per linear foot of pipeline installed for increased depth is $16 per foot. Reduced Work Limits within the Right -of -Way Locating the water pipeline within right-of-way also restricts the work limits for most of the alignment from the 90 -feet planned for private easement to 60 -feet. Reducing work limits will force the use of trench box to minimize the width of the trench to allow construction vehicle access around the active work zone, thus reducing installation rate and increasing installation costs. The estimated additional cost per linear foot of pipeline installed is $100 per foot. Backfill and Roadway Surfacing Weld County requires that the top 3 -feet of backfill for utility pipelines located within their right-of-way be backfilled with flow -fill cement2, which is a mixture of cement, coarse and fine aggregate, and water with a minimum compressive strength of 1,000 pounds per square inch (psi) at 28 days. The material is locally available at a unit price of $120 per cubic yard, which does not include general contractor markups and installation. The local provider that provided this unit price also indicated that the actual compressive strength is closer to 4,000 psi at 28 days. If so, this will create a problem to access the water pipeline during emergency conditions as it will be capped with three (3) feet of high -strength concrete. The local supplier also provided a unit cost for a lower strength material (CDOT sand flow fill at 150 psi compressive strength) at $100 per cubic yard. Installation cost should be minimal as the material is dumped into the trench without compaction. The estimated additional cost per linear foot of pipeline installed for flow -fill cement, assuming 8% general contractor markup on material cost is $144 per foot. In addition to flow -fill cement, Weld County requires that a minimum of 6 inches of gravel base be placed and compacted for gravel roads and that the asphalt be removed and replaced for paved roads. Given that most proposed right-of-way locations are within a 60 -foot right-of-way, the width of gravel and asphalt paved surfaces is 28 -feet. Since the trench construction is required to be in the middle of the road and the roadway surfaces outside the trench will incur damage, Weld County will require that the full width of the roadway surface be removed and replaced. The estimated additional cost per linear foot of pipeline installed for gravel and asphalt is $8 per foot and $260 per foot, respectively. 2 Paragraph 8.4.1 Utility Trenching and Backfill Requirements of Weld County Engineering and Construction Guidelines, April2012, Updated July 2017. Also see Exhibit 3. TWP WELD COUNTY ROW FEASIBILITY ANALYSIS CH2M 20201119.DOCX 6 THORNT0N WATER PROJECT FEASIBILITY OF ALTERNATIVELY LOCATING TWP WATER PIPELINE WITHIN WELD COUNTY RIGHT-OF-WAY Right -of -Way Surface Restoration Areas outside of the roadway surface will be impacted by construction and will require restoration. Approximately 32 -feet of width is outside the roadway surface for the typical 60 -foot right-of-way being considered for locating the water pipeline. For the pipeline located within a private easement the width requiring reseeding is 90 -feet, the width of the permanent and temporary easements. Therefore, there will be less reseeding for pipeline constructed within right-of-way. The average surface restoration costs for the construction bids received for Segment D of the water pipeline is approximately $3,000 per acre, which is approximately $6 per linear foot of pipeline constructed within a private easement. The 32 feet of right-of-way requiring reseeding is approximately 35 percent of that cost, resulting in a savings of 65%. The estimated reduced cost per linear foot of pipeline installed is $4 per foot. Permit Fees Weld County Public Works assesses right-of-way permit fees according to a Right -of -Way Permit Fee Schedule. There are administrative fees and construction fees that are assessed. The administrative fees are to compensate Weld County for reviewing the permit application. Construction fees are assessed based on the whether the utility being installed is crossing the roadway or parallel to the roadway, as well as the diameter of the utility and whether the roadway surface (asphalt/chip seal/treated gravel/gravel) is being cut. For installations parallel, but outside of the roadway, permit fees are assessed based on width of trench. The range of permit fees anticipated for the water pipeline being constructed within right-of-way within the middle of the roadway are presented in Table 1. TABLE 1 Range of Permit Fees per Linear Foot Permit Fee ($/linear foot) Asphalt of Chip seal < 5 years old Asphalt of Chip seal < 5 years old Treated Gravel Surface Gravel Surface $50.00 $25.00 $25.00 $10.00 Property Owner Payment for Use of Limited Interest Right -of -Way Pursuant to Weld County requirements, Thornton is required to seek authority or rights from the fee title owner(s) of Weld County's limited interest right-of-way. Western States Land Services has indicated, from conversations with Thornton retained appraisers, that obtaining a right from the fee title owner(s) in the form of an easement should be valued at ten (10) percent of the fee value of the land. Table 2 presents cost per linear foot for such an easement within right-of-way for various values of fee value and right-of-way widths of 60 and 80 feet, assuming Thornton will use the full right-of-way width for work limits. TWP WELD COUNTY ROW FEASIBILITY ANALYSIS CH2M 20201119.DOCX 7 THORNT0N WATER PROJECT FEASIBILITY OF ALTERNATIVELY LOCATING TWP WATER PIPELINE WITHIN WELD COUNTY RIGHT-OF-WAY TABLE 2 Cost per Linear Foot for Easement within Right -of -Way Right -of way Width (feet) Fee Value per Acre 60 80 $5,000 $10,000 $20,000 $50,000 $0.69 $1.38 $2.76 $ 6.90 $0.92 $1.84 $ 3.68 $9.20 Summary of Comparative Cost Analysis Table 3 presents a summary of the range of estimated additional construction costs/savings that Thornton may incur by locating the water pipeline within Weld County right-of-way. In areas where Thornton has not acquired an easement on private property, Thornton would be able to save the cost of acquiring that easement. Based on cost of easement acquisition to date, Thornton could save approximately $15 per foot by not having to acquire those easements, which would reduce the total additional costs in Table 3 a corresponding amount. TABLE 3 Summary of Additional Costs/Saving Cost per linear Foot ($/foot) Pipeline Depth Reduced Work Limits Backfill Road Surfacing (Gravel/Asphalt) Right-of-way restoration Permit Fees Use of limited interest right-of-way Total $16.00 $100.00 $144.00 $8.00 to $260.00 <$4.00> $10.00 to $50.00 $1.00 to $4.00 $275.00 to $578.00 Specific Analysis Areas This section presents the analysis of six (6) specific areas identified and presented to Weld County for right-of-way consideration (Exhibit 1). The six (6) areas are: • Area 1 -Along WCR 17 between WCR 2 (168th Avenue) and WCR 2-% (Wycoff Parcel) • Area 2 -Along WCR 17 between WCR 2-'A and WCR 6 (principally five D&C Farms parcels) • Area 3 -Along WCR 17 between WCR-6 % and WCR 8 (Auker Parcel) TWP WELD COUNTY ROW FEASIBILITY ANALYSIS CH2M 20201119.DOCX 8 THORNT0N WATER PROJECT FEASIBILITY OF ALTERNATIVELY LOCATING TWP WATER PIPELINE WITHIN WELD COUNTY RIGHT-OF-WAY • Area 4 -Along WCR 17, WCR 26 and WCR 28 between WCR 26 and Colorado State Highway 66 (Varra, McClay and Ready Mixed Concrete parcels) • Area 5 -Along WCR 15 between WCR 42 and WCR 42-%2 (Binder Family Farms LLC) • Area 6 -Along WCR 13 between WCR 701/4 and WCR 72 (Sondrup, Staley Farms and Alden Hill parcels) Table 4 presents a summary of the additional costs for placing the water pipeline in right-of-way for these six (6) areas. TABLE 4 Summary of Additional Costs to Locate TWP Water Pipeline within Right -of -Way Area Net Additional Cost 1 -Along WCR 17 between WCR 2 and WCR 2'/ 2 -Along WCR 17 between WCR 2-1A and WCR 6 3 -Along WCR 17 between WCR-6% and WCR 8 4 -Along WCR 17, WCR 26 and WCR 28 between WCR 26 and Colorado State Highway 66 5 -Along WCR 15 between WCR 42 and WCR 42-'Va 6 -Along WCR 13 between WCR 70'% and WCR 72 Total $367,000 to $410,000 $2,014,000 $197,000 $3,110,000 $583,000 $2,067,000 $8,338,000 to $8,381,000 Area 1 -Along WCR 17 between WCR 2 and WCR 2-%Z The alignment within private easement in this area is approximately 2,100 feet within the Wycoff parcel from WCR 17 to a fee parcel Thornton is purchasing from Wycoff along a future right-of-way for WCR 17 that will create a safer intersection with WCR 2. There are two possible right-of-way alternatives for this parcel: 1) Within the future right-of-way of WCR 17 as depicted for Area 1 in Exhibit 1 and 2) an alignment within existing WCR 17. For the future right-of-way alternative, Weld County Public Works has indicated that Thornton would be required to purchase the right-of-way from the fee owner and dedicate it to Weld County. The estimated cost of purchasing a 150 -foot right-of-way is $110,000. In addition, Thornton would incur additional construction cost to provide flow fill cement in the top three (3) feet of the trench backfill at an estimated cost of $300,000. Total additional cost is $410,000. For the alternative alignment within existing SCR 17 right-of-way, the length within right-of-way is approximately 1,880 feet. The estimated additional cost for locating the water pipeline within the existing right-of-way is $517,000 less the sum of approximately $26,000 for acquiring temporary and permanent easement from Wycoff, including incentives, and approximately $124,000 for construction of 220 fewer feet of pipeline. The net additional cost to construct the water pipeline within right-of-way is $367,000. Area 2 -Along WCR 17 between WCR 2-%2 and WCR 6 The length of the water pipeline within this area is approximately one and one-half miles. Following the Weld County September 16, 2020, hearing, D&C Farms agreed to the location of the easement on its property which has removed this area from consideration for right-of-way use. However, if D&C Farms had not agreed to the location of the easement on its property, the estimated additional cost for TWP WELD COUNTY ROW FEASIBILITY ANALYSIS CH2M 20201119.DOCX 9 THORNT0N WATER PROJECT FEASIBILITY OF ALTERNATIVELY LOCATING TWP WATER PIPELINE WITHIN WELD COUNTY RIGHT-OF-WAY locating the water pipeline within the right-of-way is $2,200,000 less the cost for reducing the length of four crossings of WCR 17. Approximately 330 fewer feet of water pipeline are required if the water pipeline is in right-of-way at an estimated cost savings of $186,000, which results in a net additional cost to be in right-of-way of $2,014,000 Area 3 -Along WCR 17 between WCR-63/4 and WCR 8 The length of water pipeline within this area is approximately 1,005 feet. Auker has agreed to the location of the easement on its property which has removed this area from consideration for right-of- way use. Should this area still be considered for right-of-way use, the estimated additional cost for locating the water pipeline within the right-of-way is $260,000 less the cost for reducing the length of two crossings of WCR 17. Approximately 110 fewer feet of water pipeline are required if the water pipeline is in right-of-way at an estimated cost savings of $63,000, which results in a net additional cost to be in right-of-way of $197,000. Area 4 -Along WCR 17, WCR 26 and WCR 28 between WCR 26 and Colorado State Highway 66 The designer for Segment B of the Thornton Water Project, Carollo Engineers, performed an analysis of rerouting the water pipeline within existing Weld County and Firestone right-of-way within this area. The results of their analysis (Appendix A) indicate that the additional construction cost to reroute the water pipeline into existing right-of-way is $4,620,000. This additional construction cost will be offset by the cost of the private easements that have been offered to the three (3) property owners. As presented in Table 5 these offers total $136,494. TABLE 5 Summary of Area 4 Easement Costs Property Owner Permanent and Temporary Easement Cost Cost of Incentive Total Cost McClay Ready Mix Concrete Varra Companies Total $28,000 $10,835 $68,035 $8,350 $4,917 $16,357 $36,350 $15,752 $84,392 $106,870 $29,624 $136,494 In addition to the cost of the easements, Thornton has been negotiating with Varra Companies for compensation to be paid to Varra Companies for lost gravel and mineral from their gravel mining operation, including moving stockpiles and relocating their conveyor. Preliminary indications are that Thornton could pay up to $1,300,000 to Varra Companies as additional compensation. Thornton has also reached a preliminary agreement with Ready Mix Concrete for additional compensation for lost gravel and mineral of approximately $70,000. The total cost for the private easements and additional compensation to Varra Companies and Ready Mix Concrete is approximately $1,510,000 which Thornton would not have to pay if the water pipeline were located within Weld County and Firestone right-of-way. This would be a direct offset to the additional construction cost producing a net additional cost of locating the water pipeline within right- of-way of $3,110,000. TWP WELD COUNTY ROW FEASIBILITY ANALYSIS CH2M 20201119.DOCX 10 THORNT0N WATER PROJECT FEASIBILITY OF ALTERNATIVELY LOCATING TWP WATER PIPELINE WITHIN WELD COUNTY RIGHT-OF-WAY Area 5 -Along WCR 15 between WCR 42 and WCR 42-% The length of the water pipeline within this area is approximately 2,500 feet. Should this area be considered for right-of-way use, the estimated additional cost for locating the water pipeline within the right-of-way is $650,000, less the cost for reducing the length of crossings of WCR 42 and WCR 15. Approximately 100 fewer feet of water pipeline are required if the water pipeline is in right-of-way at an estimated cost savings of $67,000, which results in a net additional cost to be in right-of-way of $583,000. Area 6 -Along WCR 13 between WCR 70 1/4 and WCR 72 The current length of the water pipeline within this area is approximately 4,205 feet. The length of the water pipeline with most of the water pipeline located in right-of-way is approximately 4,286 feet, including approximately 724 feet of water pipeline located within private easements, primarily to cross a railroad. This portion of WCR 13 is also paved, requiring a higher cost per foot to remove and replace pavement and higher construction permit fees. The additional cost to locate the remaining 3,562 feet of water pipeline within right-of-way is approximately $2,020,000 plus an additional $47,000 for additional pipeline length for a total additional cost of $2,067,000. Please note that the right-of-way for WCR 13 (County Line Road) is shared with Larimer County and locating the pipeline in the middle of the road will require a permit from Larimer County. It is unlikely that Larimer County will process a permit application until litigation between Larimer County and Thornton has completed. TWP WELD COUNTY ROW FEASIBILITY ANALYSIS CH2M 20201119.DOCX 11 THORNT0N WATER PROJECT FEASIBILITY OF ALTERNATIVELY LOCATING TWP WATER PIPELINE WITHIN WELD COUNTY RIGHT-OF-WAY EXHIBIT 1 Six (6) Weld County Areas for Right -of -Way Consideration TWP WELD COUNTY ROW FEASIBILITY ANALYSIS CH2M 20201119.DOCX Thornton Water Project Overview Map J f reset al On! tacijar Ld'rimer County a w. MU.a m�ornton CITY OF THORNTON COLORADO 12450 WASHINGTON ST THORNTON, CO 80241-2405 9/3/2020 rI � J LAFAYETTE ;3- _ BROOMFIELD t.....a 1/41 1 inch = 3.5 miles 0 0.75 1 5 3 Miles RREST,ONE Water Tank Pump Station 2 GREELEY Weld County FORT LUPTON - ____. - ?BRIGHTON Easement Acquired TWP in Unincorporated Weld County TWP outside Unincorporated Weld County Railroad County Boundary River/Stream/Canal/Ditch Lake/Reservoir So. Pau %HO COWR, Lennie' and Wad Count+a COOT W %?S$U HORN TON NOR-HERN PROJECTI'AS( ORDER 56 ' PERM :^ NGIGISWAPFIIESIPUBLIC MEETINGS%WELD COUNTY HEARING 20201SEPT 70201OVERVIEW INDEX 11X17 MXD -OWN i/371020 3 39 04 PM Thornton Water Project 1469321000011 D& C FARMS LLLP (112 IN - Easement Pending 146932400002 RUPERT LINDA ANN 146932400024 WYCOFF WILLIAM R 148932401 LACHANCE DAVID W 9 146932401006 ROSALIES GEVEDO JESUS I I I I I I • • -. =146932400023 BASK MICHAEL L 1 :"1 II/I MOUNTAIN WATER U CITY OF THORNTON (,(4. COLORADO ((kT0ttofl 12450 WASHINGTON ST THORNTON, CO 80241-2405 9/3/2020 146933200 WHEELER 1 inch = 225 feet 0 112 5 225 Feet '146933200013 Easement Acquired 146933000019 WYCOFF W ILLIAM • R Easement Pending 168TH AVE TWP Alignment Parcel Boundary Weld Right -of -Way Areas for County Consideration for use of Right -of -Way Thornton Water Project Weld Right -of -Way Area 1 Spurn SC Count COOT. OlporThew W NI MOH -ORM-ON NOR -43 RN ogWFC"I"ASK OROFV *AI VFgNr "INO,O3 SwA'F'. F PP- Sl C Oaf " IN 0 SINHD_OOUwF'Y-NFMMO_SVoSr 7WO1NFt O ROW WYCOFF 17x1) YID A1314 nOO]O 3 II Thornton Water Project ' 46&293000{5 SF 1E4 NCX n WARD '46032000C13 +ACOBUCC PALL J 14!0204000„ PROPERTIES Easement Acquired '44032400022 ,1 �:ACO8UCCIJOHN JAMES'1'NT Easement Pending Easement Acquired 32400011 JACOSUCCJ JEFFREY Easement Acquired 1449242000M 0 SC FARMS LLLP (912 'N T) Easement Pending 1{0033200036 SHANNON RICHARD O 11N33200022 MIA GROUP A ifre 4693 r WARE II h4€ LA Thornton CITY OF THORNTON COLORADO 12450 WASHINGTON ST THORNTON, CO 80241-2405 1 inch = 625 feet 0 3125 625 TWP Alignment Parcel Boundary Weld Right -of -Way .-- L — ' Future Right -of -Way Areas for County Consideration for use of Right -of -Way Thornton Water Project Weld Right -of -Way Area 2 9/31202.0 Feet Sov'os4 Wald Cary CD)' Cy of •nor1VD^ M141HS4 -"+Oq$-ON WOR'1lFtM PR04FC"1-AD( ORD.! 1 Yf' of44-"14 GYI.SWAPIr FPe't& C Mf.'MOI FID COUN"! HEMf1N0 70JQ{FR- XOCAMF ROW '1 C '4AYl "Y'1 MID ,Q.AM 000020 37041 W Thornton Water Project •I 146920000019_ AUKER PATRIC*S - - - Easement Pending tA rem 14692002& IINISirk GASPARYJOHN a,. to _ • lig '.Thornton CITY OF THORNTON COLORADO 12450 WASHINGTON ST THORNTON, CO 80 24 1-2405 5 1 inch = 100 feet 0 50 100 rir 00 r _ _ TWP Alignment Parcel Boundary Weld Right -of -Way 146921 OLSON R CHARD Easement Acquired Easement Acquired _ ' Future Right -of -Way Areas for County Consideration for use of Right -of -Way OLSON BRANDON Thornton Water Project Weld Right -of -Way Area 3 9/3/2020 Feet S 1./O86 %VAC! ::-.Ca/n1 CDC) .-'y C' ho^i10' M WOOS -.CAA -ON Igq'Nf RN PACO-C1-AOC_ ORO( n1 Pfgv1''X1 ObllPha Ft; F"Rai C YFf'M OlM[Fl0 COUM'Y MfARIMO XW0 r 70►0MIF: 0 NOW AUXFN 11X!r YXO.OUAM ►!O070371W PIA 120929200049 PLATTENILLE DAIRYLLC 120 1005 Easement Pending Easement Pending 20'29000047 L.. FIRESTONE TOWN OF Easement Pending 20929000033 Easement Pending Easement Acquired Approximately -1 335 feet proposed osed O Weld County ROW 120 = a 000030' "12092900 2 Approximately 3,58'3 proposed in Weld County R o W ,./.4 120932401004 FIRESTONE T 12093240 001 ROBERT B Easement Pending Approximately 4,953 feet proposed in ' Weld County ROW en, Easement Pending 933 00049 RRA M 'ANIES INC Easement Pending 120933►',, MILRAY FARM LLC. Thornton Water Project 105919000022 CHANDLER FARMS JOHNSTOWN LLC 105919000018 CHANDLER FARMS JOHNSTOWN LLC Easement Acquired 105919000024 lialas OLSON BROS LP ""1' - -- 105930000008 OLSON BROS LP II1059300000077 GARCIA JAYSON 0 dtPkw • 105920200005 BROWN KELLY L 105920000019 BINDER FAMILY FARMS LLC Easement Pending 105929000015 KIRBY DELBERT ARTHUR Thornton CITY OF THORNTON COLORADO 12450 WASHINGTON ST THORNTON, CO 80 24 1-2405 9/3/2020 N S 1 inch = 225 feet 0 112.5 225 Feet TWP Alignment Parcel Boundary Weld Right -of -Way Areas for County Consideration for use of Right -of -Way Thornton Water Project Weld Right -of -Way Area 5 Sources Weld County COOT Cc'y o' Mamba,' W Nrpss'.4ORN'ON NOR -HERS PRO-IFCVASK DqD' 4 !U' RFRIJr 1N 0IO+S`MAPr-. FAY'DN C UFf -INQSMrFIb COUN'i' HFMING 201O.1W )N0WFI � ROW @INOER 11%17141D AUAM W30C00 It 17 P4 Thornton Water Project TIMNATH Owned by City of Thornton CR32E 060707200002 STALEY FARM NVESTMENTS tic Easement Pending I • 05071800006' PICKERING LESLE K Easement Pending 060707200001 STALEY FARM INVESTMENTS LLC 060707000041 STALEY FARM NVESTMENTS Lit 54,1 Easement Pending Sow /W807163000213 060718300023 ii . 4CN 1. LC ayt' • LANGNER rIr r y . r —4 DOUGLAS R 080707000003 WESTWND FARMLL'C Easement Acquired [ Easement Acquired] I.f NS St.. 080715200002 CR685 oeo718J00o26 • ,� 080118000010 Mil Lb-Aka'.�7 • rZAAS HAR AN 1 H _ . D • 07000043 CAKE :CAN/LL RE9ERVO4R'COMPAN Y 060707441073 it WINDSHIRE PARK METROPOLITAN DIST . 060707442002 WAGNER JAMES ANTHONY 06070743601* WINOSHtRE PARK METROPOLITAN DIST • 060707100002 JSCS FARMS LLC WINDSOR 080707446010 WINDSHIRE PARK METROPOLITAN DIST ' 060715115010 WINOSHI RE PARK METROPQ. rTAN 01ST 060718157005 WINOSHIRE PARK METROPOLITAN DIST 1 060718150015 W1NOSHIRE PARK . OPOLITAN DIST 1 080718155009 W1NOSHtRE PARK ME TROP(X RAN DIST 1 060707000029 WINDSOR TOWN OF 080707426019 WINDSHIRE PARK METROPOLITAN DIST I 060707427007 DENNNG KENNETH M 06071612501• WINDSHIRE PARK METROPOLITAN D1ST 1 080718154009 WINDSOR TOWN OF 060718154006 W}NDSHIRE PARK METROPOLITAN DIST at 42O OP. Cr O W -J 0 0] GALLERY DR O -4 rn nk Zink EY DR 0607.8106034 WINOSHIRE PARK METRO DISTRICT NO 1 060718417032 JACOBY FARMS OWNERS ASSOC 'AT 'ON 060716111005 NINDSHIRE PARK ME TRO DISTRICT NO 1 060715109019 WINDSHIRE PARK METRO DISTRICT NO 1 060718105015 DITULLIO DNO A (1/20) P.+ Thornton CITY OF THORNTON COLORADO 12450 WASHINGTON ST THORNTON, CO 80241-2405 5 1 inch = 600 feet L TWP Alignment Parcel Boundary Weld Right -of -Way Future Right -of -Way Areas for County Consideration for use of Right -of -Way Corporate Boundary Timnath Windsor Thornton Water Project Weld Right -of -Way Area 6 9/8/2020 0 300 600 Feet Souron WIE Ca.ny 000- Co*/ o' WV SW ' •.ONN-D!1 NON -14F RN PROFC CI' ASK X. r34 4 )U' 4u"'T. SC. SYAx. FSIP_ft C MFF'MO>AIYFID CQUN'r FAAMO. 70fos v' ,w aMR1.D _Tslsfl1_TOIN_11;1I Ym JOWN N170J0 4 Si 3f AM THORNT0N WATER PROJECT FEASIBILITY OF ALTERNATIVELY LOCATING TWP WATER PIPELINE WITHIN WELD COUNTY RIGHT-OF-WAY Exhibit 2 Weld County Public Works Staff Presentation TWP WELD COUNTY ROW FEASIBILITY ANALYSIS CH2M 20201119.DOCX Thornton Water Project Overview Map La -rimer County J l fat flat t, Thornton LAFAYETTE �.:. lt'' TIMNATH 0- 'LOVELAND 41/4,0,4-1 BERTHOUD • ' BROOMFIELD a f� I. 1 `l` uel ll' CITY OF THORNTON COLORADO 12450 WASHINGTON ST THORNTON, CO 80241-2405 S 1 inch = 3.5 miss 0 0.75 1.5 3 Miles Water Tank �r V� WINDSOR FREDERICK APPROX. 4.8 MILES IN RIGHT-OF-WAY MILLIKEN cat d 15) Pump Station 2 Weld County FORT LUPTON L ?BRIGHTON ammaiii Easement Acquired TWP in Unincorporated Weld County TWP outside Unincorporated Weld County Railroad — - - County Boundary River/Stream/Canal/Ditch 1 Lake/Reservoir LOCHBUIE S HUDSON vflos.71-nt r\( p c 9/3/2020 N A78988 THORNTON NORTHERN PRO.:EC' ASK ORDER 56 PERMITTING \o'SMAPEQESWUBIIC 4EETING$WEID COUNTY HEARING ?020'SEPT 2020kOVERVIEW INDEX 11Xt 7 s7XD JQUAN 9/3/2020 3 19 08 PM Sa.rds NND CDWR Owns/ and Woad Counts, COOT Thornton Water Project h-,_1 i 1511111 i, S. AL 1 S. 1.. TIMNATH -� ,TR�IBY. RD Owned by City of Thornton CR 32E a. Thornton CITY OF THORNTON COLORADO 12450 WASHINGTON ST THORNTON, CO 80241-2405 Easement Pending OH07077G.C^1 STALEY FARM NVESTMEN'S LI- Easement Pending 060711-6003065 HELDT DAVE R 1 inch = 600 feet 0 300 600 ._ 7M072D0007 TALEVARM MEWS tt" 010707000041 STALEYFARM INVESTMENTS LL C Easement Acquired Easement Acquired 060716000010 HAAAS H11RISNO H 4,_ TWP Alignment Parcel Boundary Weld Right -of -Way I, -- - I Future Right -of -Way Areas for County Consideration for use of Right -of -Way 06C707'oCO^�7 CS FARMS LLC WINDSOR 060716155009 WINDSH IRE PARK METROPOLITAN 01ST 1 060716417072 ..ACOBY FARMS OWNERS ASSOC.* Corporate Boundary Timnath Windsor D50707427007 DENNNG KENNETH M 060716154000 WINDSOR TOWN OF 060716154006 WW4DSHRE PARK METROPOLITAN GIST 1 0607161060'5 oruiuo DNOA{ ,20) Thornton Water Project Weld Right -of -Way Area 6 9/8/2020 Feet Souraa WN0 Caen, CDOT Oty of Thornton N JIifle4 meoRle NOR-54ERN MOO C ASA ORnFR S.SI PflairlPiSZISMAPRIFSPUIEC t¢F '1NOSWNn CAUN'Y NFARMNO 207c5Er ?WOWS 0 ROW 1LINA'H 'O WINOSOII !CET? YID .1 UM1 INTIMGS Thornton Water Project 105919000022 CHANDLER FARMS JOHNSTOWN LLC APPROX. 2,400 LF IN RIGHT-OF-WAY ONO 105919000018 CHANDLER FARMS JOHNSTOWN LLC Easement Acquired 105919000024 OLSON BROS LP 105930000008 OLSON BROS LP n' TS$ -NORM-OM NOR-uF.RM-MROAFC-"49i DRfIF'P `! CITY OF THORNTON COLORADO 12450 WASHINGTON ST THORNTON, CO 80 24 1-24 05 9/3/2020 rim !!►� - r+ m gay CR 15 .. 6n fx U CR 42 105930000007 GARCIA r,JAYSON 0 r S 1 inch = 225 feet 0 112.5 225 Feet • 105920200005 BROWN KELLY L 105920000019 BINDER FAMILY FARMS LLC Easement Pending CR 42 105929000015 KIRBY DELBERT ARTHUR TWP Alignment Parcel Boundary Weld Right -of -Way Areas for County Consideration for use of Right -of -Way Thornton Water Project Weld Right -of -Way Area 5 Bares. Weld Caunly. COOT G.y o! n+omwn PFRU ThGLSLAPT11 F SR.'el iC VFF-MGSWF1 f) C0U1r^r MFARIMG A20WFtI) ROW MM0FR flilt VX4 JOUffi 91OC2022t 1' PW Thornton Water Project APPROX. 830 LF IN RIGHT-OF-WAY Thornton GASPAR JOHN 12450 WASHINGTON ST THORNTON, CO 80241-2405 9/3/2020 1 inch = 100 feet 0 50 100 Feet Easement Acquired Easement Acquired Future Right -of -Way Areas for County Consideration for use of Right -of -Way Thornton Water Project Weld Right -of -Way Area 3 h 4 %U 'HJQNt'N NOR 71.0F RN _ PROJlCTRAaOROFy1. 6W PFRWCIP.G`osnAPntp,PURJC t*v'MOTWHO GOUMtY. REARING _MOM P SZtOWE10 ROW AUKU Intl? Yrt) +bUAN 147020 >29lO PY Thornton Water Project .3AUI wM,XN0_tW snit NOtT)E I PIIQI[CMAIE-OMM w$I-VEPW'TMGOISwW.pnI FSPOSU C tiff -MOSINnaCOURT' 1l.AAWO 3020131P 70JOWEt D ROW D W42Pit Easement Acquired OH ELECTRIC Easement Pending Easement Pending Easement Acquired CITY OF THORNTON COLORADO 12450 WASHINGTON ST THORNTON, CO 8O241 -24O5 9/3/2020 14092100001 WIC 'dFnp'fln,y,� Easement Acquired CR 6 8" PRODUCED WATER PIPES BRIDGE XCEL GAS PIPE 149933200010 BAROEN JENNIFER14 I• I I ' 113]200003 VA2OUEZ I I IGII.BERT0 TWP Alignment Parcel Boundary Weld Right -of -Way 1 Future Right -of -Way UG ELECTRIC 20" NG PIPE Areas for County Consideration for use of Right -of -Way C maws_ 17XI71DCD =AM Thornton Water Project Weld Right -of -Way Area 2 Thornton Water Project SIMMONS JEFFREY a Easement Pending 146932401006 ROSALESSACEVEDO JJESUS 146932401005 SIMMONS JEFFREY J 14693240 904 SIMMONS • -146932 6400007 MOUNTAIN VI Thornton 146932400023 RASK MICHAEL L CITY OF THORNTON COLORADO ww 12450 WASHINGTON ST THORNTON, CO 80 24 1-24 05 9/3/2020 1 1 inch = 225 feet 0 112 5 225 Feet WV7p55_TIORNTON NORTNERN_PROJEC-rASK_ORDER MSt P MITTNGd5W Pfli FSPUBLI C LIEF tNdOS!WEI D_COUH rY NEaatwo 20XASET Easement Acquired 20" NG PIPE CROSSING TWP Alignment 707OMIELD_ROW WYCOF, APPROX. 2,800 LF IN FUTURE RIGHT-OF-WAY Easement Pending FUTURE RIGHT-OF-WAY ALLIGNMENT (REQUIRES AGREEMENT BY THORNTON TO PURCHASE AND DEDICATE THE LAND) 168TH AVE Parcel Boundary Weld Right -of -Way Areas for County Consideration for use of Right -of -Way 11X1: WXD ...QUA PI 97.7010)' ms 5e PM Thornton Water Project Weld Right -of -Way Area 1 Souros6 Weld County COOT. City of Thornton THORNT0N WATER PROJECT FEASIBILITY OF ALTERNATIVELY LOCATING TWP WATER PIPELINE WITHIN WELD COUNTY RIGHT-OF-WAY Exhibit 3 Thornton questions submitted to Weld County Public Works with Weld County Public Works Responses TWP WELD COUNTY ROW FEASIBILITY ANALYSIS CH2M 20201119.DOCX Questions for Weld County Public Works 1. If the water pipeline is proposed to be located in and parallel to ROW, will Weld County allow Thornton flexibility to locate the water pipeline anywhere within the ROW, subject to utility clearances? Or if the water pipeline is proposed to be located in and parallel to ROW, is Weld County requiring that it must be located along the center line of the road? Response: Weld County has proposed installation within the roadways as a preferred option. Due to the size of the proposed pipeline, the center of the roadway is the only option to install within the County ROW that allows for enough workspace and offers minimal obstructions as most other facilities are only allowed to cross or are located outside of the roadway. 2. Which construction limitation applies: (1) 10 feet minimum cover stated in the September 16, 2020 board meeting; or (2) per Construction Provision 4.b of the Right -of -Way Use Permit for wet utilities (6 feet measured from lowest point of the right-of-way flowline)? a. If Provision 4.b of the Right -of -Way Use Permit for wet utilities applies, does the measurement below the flowline apply if the pipeline is located along the center line of the road? Response: 4(b). states wet utilities shall be installed at a minimum depth of six feet (6') from top of line measured from the lowest point of the right-of-way (flowline). This pipeline will fall under special requirements for depth of installation. It is not operating as a utility service line, but as a transmission pipeline. The installation depth should be 10' from top of pipe and lowest point in the ROW (flowline). 3. Assuming Weld County allows the water pipeline to be located anywhere within the ROW —see question 1), what are Weld County's requirements for road repair/replacement for constructing the water pipeline within the ROW, but outside of the roadway section. Response: This project will require the pipeline to follow the centerline of the road. Per Permit requirements, the County Right of Way shall be returned to pre -construction condition or better. Specific guidelines shall be in accordance with the most current versions of the Colorado Department of Transportation (CDOT) Standard Specifications for Road and Bridge Construction and Field Materials Manual and the Weld County Engineering & Construction Criteria. 4. If the water pipeline is located within a roadway section, for estimating purposes, what are the minimum thicknesses for gravel, road base, and asphalt thickness for roadway replacement? Response: Subgrade quantities will vary depending on what is needed to meet compaction requirements. Weld County's flowable fill specification is required and depths may vary. Final surfacing for gravel roadways is 6" of Surface Gravel (R value = 69 minimum, 95% modified proctor compaction). Asphalt roadways must be rebuilt to match the existing grades and thickness prior to construction. 5. What road crossings will Weld County require to be bored installations? Construction Provision 1 of the Right -of -Way Use Permit requires that all underground crossings of maintained or non - maintained Weld County roadways and right of ways be by directional bore unless otherwise approved by Weld County Public Works. During past discussions with Weld County Public Works staff, Weld County indicated that they would be amenable to open cut construction due to the large diameter of the water pipeline. Response: Without a specific alignment, we cannot identify which locations may require boring. Due to the diameter of the pipeline and the assumed number of other facility conflicts, open cut crossings will be evaluated on a case by case basis. 6. What roadways can be closed to through traffic? What roadways will Public Works require Thornton to maintain through traffic during construction? What roadways will Public Works require Thornton to maintain either one or two lane through traffic during construction? Response: At this time we do not have enough information regarding the alignment to answer this question. With installation occurring down the center of the road, Thornton may have to work under road closed conditions and therefore would need appropriate traffic control to accommodate, while still providing access to local properties and businesses. Thornton is responsible for maintenance in all active construction locations. 7. Construction Provision 11.b of the Right -of -Way Use Permit requires all backfills within an existing asphalt surface or under the asphalt not currently in place but will be as part of a new road construction, must be compacted using flow -fill cement in the upper three feet of backfill. Will this apply to unpaved WCR 17 and WCR 15, especially if Thornton must install the water pipeline along the center line of the road and is reconstructing the gravel road following trenching and installation of the water pipeline or at WCR 17 and WCR 15 road crossings? Response: Based on the scope of this project, Weld County's flowable fill specification will be required for the entire alignment. 8. Are there backfill requirements for the water pipeline located within the ROW but not within the roadway section? Response: Yes, flowable fill will be required in any portion/location of the ROW. 9. Please clarify the meaning of "...., and replacement of gravel shall be kept within one (1) mile of new excavation." in Construction Provision 16.b. Response: Gravel stockpile shall be available and located within close proximity to the construction project in order to ensure rapid maintenance response. 10. Please clarify Pipeline Provisions of the Right -of -Way Use Permit related to Permanent Fresh Water (Non -Potable) Pipelines. The provisions noted in that section seem to be related to non - potable fresh water for oil and gas development and not a raw water pipeline for a municipal water provider. Does the provision apply to a raw water pipeline for a municipal water provider? Response: No, this provision only applies to Oil and Gas pipelines. 11. Are there agreements between Larimer and Weld Counties that govern permitting and construction activities in WCR 13? If so, could you please provide copies of those agreements? Response: Yes, Weld and Larimer Counties have an IGA, which delineates maintenance responsibilities along WCR 13. Each entity requires permitting for its Right of Way. 12. Will Weld County allow the water pipeline to be installed in and parallel to future ROW? If yes, what are the requirements for depth of cover, backfill, etc.? Response: Refer to question #1 answer. 13. The fee structures appear to be developed for crossings of Weld County ROW, not necessarily parallel installations. Are the fees negotiable for parallel installation of the Thornton Water Project pipeline since it would involve longer lengths of installation within the ROW than crossings? Response: There are fees structured for parallel installations and applies to all applicants, see fee schedule numbers 4-8 in the ROW application. 14. Under what conditions or situations will Thornton be required to relocate its pipeline if it is constructed within Weld County ROW? Response: At any time the line would present a conflict with a County road project. 15. If Thornton constructs its pipeline in the ROW, and Weld County approves other utilities in the ROW, what processes or provisions, if any, does Weld County have in place to prevent negative impacts that installation of another utility might have to Thornton's ability to operate and maintain its pipeline. Response: The County ROW is non-exclusive. See General Provisions 6-8. AuTHORIBINO BOARD Or COUNTY CG SIISSIOIIRS iNILO COUNTY, �CVOrLAa OADOI to ss s ,k 1 WITH COLORADO. z' DOM Of COUNTY ISSIONBOS. LAUI Ri • 'COLO*A O. maaaaas. an agreement Colorado, the Board of County Oassie�warwar dy politic and corporate of the State of Colorado, with the Board of County Corias1oaets, Lorimer Comity, Colorado, a body politic and corporate of the Stale of Colorado, in reference to certain public road neintao ruco LyJ n bstvsea said comities has been submitted. and amaaaas. the Board bellows* it to be in the beet ieteJrests of this Canny to sign said agreement. • '*'ORS, at IT BU OIFVR), that the Board of County Commissioners, Weld Caumty. Colorado, *ion maid *qr - ■oet with the Board of Cousty C onissioners of 6ariaxr County, Colorado, * copy of which is attached hereto and made a part hereof by reference. The above and fneegoieq resolution was, on notion dely made and seconded, adopted by the following note this Test day of January, 1976. anstatz mew vseascalt Jim CURE 1O Ilt . ?S6 BOARD Or COUNTY COtlIISSIOMBR8 MUM COUNTY, COLORADO f " �f •'fir% k4S Co.r1 7M15,? e3712/20 6 14;17 9704987986 LC ENGINEERING PAGE 02 MEMORANDUM OP AGREEMENT THxS ACaiEMENT, made and entered into this 21st day of January A.D., 1976, by and between the County of Lara.mex, a body politic and corporate of the State of Colorado, and the County of Wald, a body politic and corporate of, the State of Colorado, WITI5fiSSETII: ;MAUS, ssaid Counties, acting through their respective Boards of County Commias4oners , have heretofore entered into various and sundry agreements for the maintenance of the public road lying between said Counties, and have heretofore entered into various other arrangements, understandings and agreements with respect to the maintenance of said road, and it i,s the desire of bath Counties that all such arrangements, understandings and agreements be abrogated from and alter the date or this instrument', and that the future maintenance, of said ,road by said Counties be fixed and determined herein. NOW, IMADP0RE, in consideration of tha premises and mutual covenants and agreements of the parties hereto, it is here- by covenanted and agreed by and between said parties as follows, t '-wit c The County of Weld hereby agrees to maintain the amid public read. and bridges on the line between Larimer and.Weld Coun- ties oommencil3g at the Northwest (NW) corner of Seol•,i,on 2, Township 4 North, Range 66 West of they 6th Principal meridian and extending from thence Best to the Northwest (NW) corner of Section 6, Town- ship 4 North, Range 67 West of the 6th Pr1ioival Meridian, and extending from thence North to the Northwest (NW) corner of Sec- tion ia,•Township 5 North, I#ange G7 west of the 6411 'rinoipal ]4er- idian; also,00:nmanoing at the Uarth end of the Cache La Paudre River Bridge located on the West section line .of Section 19, Town ship 6 North, Ranga 61 west of the bth Principal Meridian and ex- tending from thence North to the northwest WI corner of,Section•DO, e1/12/20@8 14:17 97@4987986 LC DNGINEERINO PACE 83 Township 7 North, flange 67 T•1e,rit of the 6th Principal Meridian: also commencing at the southwest (SW) corner of.Section 18, Township 9 North, Range 67 West of the 6th Principal Meridian.and extending Cit5ti from thence North to the Northwest (NW) corner of Section 6, Town - To ship 9 North, Range 67 West of the 6th Principal Meridian. cAta The Country of Larimer hereby agrees to maintain the said public road and bridges on the line between Larimer and Weld Counties not included in that part to be maintained by Weld County As above described. ,This includes .4n y routine maintenance and repair and 'does not include Xepiacament of any of the hereinafter mentioned bridges and/or their appurtenant•overflow structures, to -wit: 'l. ,Bridge µ1/42A over the Little Thompson River where it traverses the west line of Section 19, Township 4 North, F#.ange 65 West of the 6th P.M., Weld County, Colorado, 2. Bridge 4-i3/54h over the Bag Thompson River where it traverses the west line of Section 19, Township,5 North, Mange 5'7 West of the 6th ?_M., Weld County, Colorado; 3. Bridge #7.3/66A over the Cache La Poudre River where it traverses the west line of Section 19, Township 6 North, Range 67 West of the 6th P.M., Weld County, Colorado, 1N WYTNESS WI REOF, the said counties have caused theit respective names and seals to he hereby affixed the day and year firgt above written. ATTESTti� .. Of, the - o rd APPROVEDµJ5 TR'roRM. County Attorney ATTF,sT: p Weld County Clerk and Recorder • and Clerk to the Board (74,-)-'6,,,',-- Deputy Count} Cl srk {,._, ' P.PPR0V£D AS TO FORfs aJ. legal Counsel J3OpRD OF COUNTY COMMISSIONERS LARYMER COU'N'T, COLORADO POAR13 OF COUNTY COMMISSIONERS W LD COUNTY, COLORADO .,.....,,,_ ,....z.„-.7.„,,,,,,,- OW12/200& .4:17 9704987986 LC ENGINEERING PAGE 04 AUT11ORIN NC DOARD OF COUNTY COMMISSIONERS, U RIMER COUNTY, COLORADO, TO STCN AGRE113LNT WITH THE B.?AED Or COUNTY GOlO.1tSSIONLRS, VELD COUNTY, COLORADO: WHEREAS, an agreement made by the Board of County Commiasionero of tarimer County, Colorado, a body politic and corporate of the State of Colorado, aritR the Board of County Commissioners,' Weld County, Colorado, a Lsody politic and corporate of the State of Colorado, in reference to certain public road maintenance lying between said eountics has been submitted, and I-fERBAS, the Board helIevos it to be in the best interests of the County to sign said agreement, NOW, THEREFORE, HE IT RESOLVED, that the Board of County Commissioners, Lorimer County, Colorado,' sign said agreement with the $card of County Covunissionerg of Wald County, Colorado, a copy o2 which is attacbbd hereto and made 0 part l«reot by reference, The above and foregoing resolution was, on motion duly made and oeconded, adopted by the foilot.ting vote this 27T1i day of January, 1976, •r (S E A i) :r ,. cam .= e%El?K'1+O;' EConp AND CLEYJc O -Th1} a01, ounty Clerk APPROVED AS TO PORN: County Attorney BOARD OF COUNTY COMMISSIONERS LARINER COUNTY, COLORADO n Hichie, •Chairman Milian Lopez, Count Ca fisolator Warren Uolavet; COGr:ty Commissioner RESOLUTION RE: APPROVE INTERGOVERNMENTAL AGREEMENT FOR ROADWAY IMPROVEMENTS TO LARIMER COUNTY ROAD 1 AND WELD COUNTY ROAD 13 AND AUTHORIZE CHAIR TO SIGN - LARIMER COUNTY WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board has been presented with an Intergovernmental Agreement for Roadway Improvements to Larimer County Road 1 and Weld County Road 13 between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Department of Public Works, and Larimer County, with terms and conditions being as stated in said agreement, and WHEREAS, after review, the Board deems it advisable to approve said agreement, a copy of which is attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Intergovernmental Agreement for Roadway Improvements to Larimer County Road 1 and Weld County Road 13 between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Department of Public Works, and Larimer County be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to sign said agreement. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 16th day of August, A.D., 2010. ATTEST: Weld County Clerk to BY: Deputy Cler o the Boar Date of signature: Sean P. nw BOARD OF COUNTY COMMISSIONERS WELD CO��G ORADO 1 Dougts Radema her, Chair EXCUSED Barbara Kirkmeyer, Pro -Tern Wil+m F. Garcia David E. Long or If 2k.a.SrL-a/\ S5 -1 1 P (\ 1 10 2010-1867 EG0062 A0freq, WiIDc. COLORADO MEMORANDUM TO: Clerk to the Board DATE: August 12, 2010 FROM: Wayne Howard, County Engineer, CIP SUBJEC1 : Agenda Item Attached are two original signed IGA for Roadway Improvement for Larimer County Road 1/WCR 13 South of State Highway 34. Please return one original to Public Works. pc: Mike Bedell M:''.I runeieAgedaChairtiignature.duc 2010-1867 BOARD OF COUNTY COMMISSIONERS REVIEW/WORK SESSION REQUEST RE: Intergovernmental Agreement for WCR 13/LCR 1 South of US 34 with Larimer County DEPARTMENT: PUBLIC WORKS DATE: 8/10/10 PERSON REQUESTING: Wayne Howard, Engineering Division Brief description of the problem/issue: WCR 13/LCR 1 South of US 34 is currently dust treated and requires excessive maintenance. Weld County and Larimer County agreed to share in the cost of the improvements for the remaining one mile of road which is unpaved. The attached IGA between the two agencies identifies the project improvements and each agencies responsibilities as well as an estimated cost. The project is scheduled for construction in summer of 2010. Weld County has completed the design phase at no cost to Larimer County. The construction cost (Weld crews) will be shared equally between Weld County and Larimer County. "11iis arrangement is similar to the Agreement for improvements North of US 34, completed last summer. The estimated not -to -exceed cost for the construction will be split as follows: Weld County's contribution: $375,000 Larimer County's contribution: $375,000 Total Project Cost: $750,000 What options exist for the Board: The Board can choose to sign or not to sign the attached IGA. Weld County has completed the design and ROW acquisition. Weld road crews have begun construction, and the asphalt paving is planned to take place in September. Larimer County has signed the IGA. Recommendation to the Board: I recommend signing the IGA and proceeding with the project. Douglas Rademacher, Chair Barbara Kirkmeyer Sean P. Conway William F. Garcia David E. Long Approve Schedule Recommendation Work Session &q, J Attachments: IGA for Roadway Improvements to WCR I3/LCR I Comments 115 ~' INTERGOVERNMENTAL AGREEMENT FOR ROADWAY IMPROVEMENTS TO LARIMER COUNTY ROAD 1 / WELD COUNTY ROAD 13, SOUTH OF STATE HIGHWAY 34 THIS AGREEMENT is made and entered into this I (.r day of , 2010, by and between the County of Laritrrer, State of Colorado, by and through - he Board of County Commissioners of the County of Larimer, Colorado whose address is 200 West Oak Street, Fort Collins, Colorado 80521, hereinafter referred to as "Larimer County," and the County of Weld, State of Colorado, by and through the Board of County Commissioners of the County of Weld, Colorado whose address is P.O. Box 758, 915 10th Street, Greeley, Colorado 80632, hereinafter referred to as "Weld County." WITNESSETH: WHEREAS, Larimer and Weld Counties share jurisdiction of Larimer County Road 1/Weld County Road 13, beginning at a point approximately one-half mile south of US Highway 34 and ending just north of Bridge 13/54A at the Big Thompson River, hereinafter referred to as "LCR1/WCR13," and WHEREAS, both parties wish to make improvements to LCR1/WCR13 and share equally in the total costs of such improvements, ("the Project"), and WHEREAS, the parties hereto desire to enter into this Agreement to define the roles and responsibilities of each of the parties regarding the completion of the Project, and WHEREAS, both parties are authorized to enter into intergovernmental agreements with one another, pursuant to C.R.S. § 29-1-203 and Colorado Constitution Article XIV, § 18(2) (1), for the purpose of achieving greater efficiencies Ibr the provision of services to the public. NOW THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties hereto agree as follows: 1. DESCRIPTION OF IMPROVEMENTS: In general, the Project's improvements shall consist of the widening and paving of the current gravel road known as LCR1/WCR13. The width of paving shall be 28 feet and shall consist of two, twelve foot -wide travel lanes and two foot -wide shoulders. The total cost for the Project is estimated to be approximately $653,000. The estimated cost is detailed in Exhibit A, dated July 12, 2010, which is attached hereto and made a part hereof by this reference. 2. DESIGN OF IMPROVEMENTS: Weld County agrees to complete and prepare all surveys, design drawings, contract documents, and right-of-way exhibits necessary for the Project The design services shall be completed by Weld County staff, at no cost to Larimer County. Both parties agree that the Larimer County Public Works Department and the Weld County Public Works Department shall confer and agree to the final design of the improvements before the Project constnaction begins. 1111111111111111111111 II 11IIII UU1111 III 1111 liii llll 1 3716115 09/02/2010 11:24A Weld County, CO 1 of 4 R 0.00 Cl 0.00 Steve Moreno Clerk & Recorder 3. ACQUISITION OFADDITIONAL RIGHT-OF-WAY: Both parties agree that acquisition of any additional right-of-way or easements shall be performed by Weld County Public Works Department. Weld County agrees to be the lead agency with regard to the development of right-of-way drawings and property appraisals. 4. CONSTRUCTION OF IMPROVEMENTS: Weld County shall be the lead agency with regards to the administration of the construction of the improvements for the Project. The construction shall be undertaken primarily by Weld County personnel. Weld County shall have full authority in all contractual arrangements with utility companies, railroad companies and landowners whose cooperation and participation are required for completion of this project. Weld County shall also be responsible for inspecting the construction of the improvements. 5. REIMBURSEMENT OF PROJECT COSTS: Weld County agrees to provide Larimer County with copies of all invoices associated with the acquisition of any needed rights -of - way or easements, utilities relocation, railroad crossing improvements and construction of the Project. Larimer County agrees to reimburse Weld County for one-half of all these costs within 30 days of receipt of each invoice up to, but not exceeding, a total of $375,000, which amount is greater than one-half of the estimated expenses, but which may be required if there are unexpected costs. 6. ENTIRE AGREEMENT: This writing, together with the exhibit attached hereto, constitutes the entire Agreement between the parties hereto with respect to the subject matter herein, and shall be binding upon said parties, their officers, employees, agents and assigns and shall inure to the benefit of the respective survivors, heirs, personal representatives, successors ands assigns of said parties. 7. NO WAIVER OF IMMUNITY: No portion of this Agreement shall be deemed to constitute a waiver of any immunities the parties or their officers or employees may possess, nor shall any portion of this Agreement be deemed to have created a duty of care which did not previously exist with respect to any portion not a party to this Agreement. 8. NO THIRD PARTY BENEFICIARY ENFORCEMENT: It is expressly understood and agreed that the enforcement of the terms and conditions of this Agreement, and all rights of action relating to such entbrccment, shall he strictly reserved to the undersigned parties and nothing in this Agreement shall give or allow any claim or right of action whatsoever by any other person not included in the Agreement. It is the express intention of the undersigned parties that any entity other than the undersigned parties receiving services or benefits under this Agreement shall be considered to be an incidental beneficiary only. 1111111 111 111111 11111 J111 111111 1111E III 11111 IIII II 3716115 09/02/2010 11:24A Weld County, CO 2 of 4 R 0.00 0 0.00 Steve Moreno Clerk & Recorder 2 IN WITNESS WHEREOF, the parties hereto have executed this Agreement in duplicate of the day and year first hereinabove written. ATTEST: BOARD OF COUNTY COMMISSIONERS LARIMER COUNTY Clerk to the Board LARIMER COUNTY, COLORADO By. ,'�..f. �.1�Ilr�►. J ...�..,...By: 96. rto the Board Chair DATE: APPROVED TO PORI& DEPUIY ATt4RNEY BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO t;••• Dolas Rader acher, Chair AUG 16 2010 111111111111111111111111111111111111111 III 1111111111111 3716115 09/02/2010 11:24A Weld County, Ct] 3 of 4 R 0.00 D 0.00 Steve Moreno Clerk & Recorder 3 /G' -J6 WELD COUNTY PUBLIC WORKS DEPARTMENT EXHIBIT A - COST ESTIMATE Project Name WCR 13 Project Limits DATE TOTAL BUDGET AMOUNT WCR 54 to SH 34 12 -Jul -10 $653,000 CONSTRUCTION SUBTOTAL $456,646 OTHER SUBTOTAL $196,348 ESTIMATED BALANCE REMAINING $6 illige COLORADO LENGTH 5,518 FEET DESIGN 2010 in -House Design/Build R.O.W. 2010 CONST. 2010 CONSTRUCTION COSTS UNIT UNIT COST QUANTITY TOTAL CLEARING, GRUBBING, & REMOVALS LS $10,000 1 $10,000 HMA (4" THICK) TON $50 3,764 $188,200 ABC (4" THICK) TON $15 5,680 $85,200 CEMENT TREATED BASE (8") TON $150 276 $41,400 EXCAVATION EARTHWORK CY $4 6,433 $33,732 EMBANKMENT EARTHWORK CY $6 7,799 $46,794 DRAINAGE/IRRIGATION PIPES LS $20,000 1 $20,000 EROSION CONTROL/REVEGETATION LS $10,000 1 $10,000 FENCES REMOVE/REPLACE LF $4 1,580 $6,320 SIGNING/STRIPING/TRAFFIC CONTROL LS $5,000 1 $5,000 MOBILIZATION/MISC. LS $10,000 1 $10,000 Subtotal $456,646 OTHER COSTS UNIT UNIT COST QUANTITY TOTAL R.O.W./EASEMENTS ACQUISITION LS $40,053 1 $40,053 ENVIRONMENTAL CLEARANCES LS $4,000 1 $4,000 GWRR CROSSING IMPROVEMENTS LS $54,156 1 $54,156 LiPRR CROSSING IMPROVEMENTS LS $64,400 1 $64,400 POUDRE VALLEY REA RELOCATIONS LS $33,739 1 $33,739 Subtotal $496,348 TOTAL $652,994 111111111111 lllllt 11111 1111 111111 11IIII III 111111111 llll 3716115 09102/2010 11:24A Weld County, CO 4 of 4 R 0.00 D 0.0d Steve Moreno Clerk & Recorder 4 REVISION OF SECTION 703 AGGREGATE Surface Course Aggregate. Delete the text including Table 703-3 and substitute the following: Furnish hard, durable particles or fragments of crushed stone, crushed slag, or crushed gravel conforming to the following: (1) Los -Angeles abrasion, AASHTO T915 (2) Fractured faces, one or more, ASTM 0 5821 (3) Free from organic matter and lumps or ba lis of clay (4) Liquid Limit, AASHTD T 89 (5) Dust ratio: % passing ##200 % assine #40- - - - (6) Gradation and plasticity index, AASHTO T 90 (Gravel Surfacing column) Do not use material that breaks up when alternately frozen and thawed or wetted and dried. 40% max. 45% min. 35 max. 213 max. Table 7-8 Obtaining the aggregate gradation by crushing, screening, and blending processes as necessary. Fine aggregate, material passing the 'Io. 4 sieve, will consist of natural or crushed sand and fine minera particles. Do not furnish material that contains asbestos fibers. Table 7-8 Target Value Ranges for Surface Course Gradation and Plasticity Index '(r. '•tY:-7r". +. ./+{A ---....enlfJ :Y, �:, r:v€•:.,•'•',..7-...?........'4,k-,'.' {'f ;.r T - x 51eve Designation ''; '-,,I - • — -A fi. :•'r Zr: '' '�-,f o �- ���•iii: •Hf•_• ir!r--Yr-ra!')t.l Yr �'r; _ `--, 1•' - -e - -,i• :'L3` '1 r:rt•k5::;"`»�./ ,�4..!•••..„••••...1_. •..1 jfv. If,. .•J :- t kJ i-' ,f" ,�w' it �r.i V 1 fii f � p.? '-,"r'ir�;: ��r- 4r...'r•_ =:,-� NIs5,Perceiit Passlrig uare'(Vlesh Sieu�s ,� ; ,..,•)i.-:-.i.,.::;... .• x�;'� , .;;�' l+( �'a, ji�:. .rP.r r:., ?;' .'ter 'r: r•4 ';.-':-.'....:7'-'.'r.ia," ..4" -"/-?V../..''''..:- . ;'. ...7,-;:f te'}' .- i<12.14''-'"e---'et-''':.'.4,--tie._ 'I..:%a ''' r'a •.,. • +..i�..i, '_ = `r " : L• LL not greater than 35 LL not greater than 20 Gravel Standard Mesh Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7Surfaeing 150.00 6 ":•-h ., , xs. ,ski � r. .:5, too ti A. "'" . r• u,;, ` =s :.:',.•,!:,,,..-,r22:11..`.6.'.="..:..�: A :.;T.� .. � /. ".';`Y. -?..G.;?,;`;' -'4.;:-.7-.7!..1 1OO.0 0 4 �3` L , .." .:Ys>� �..�'+>•: # �Q0 I yi 4 � .r . ; .�: r Ii y :::4..V:,'Ii-,': r it 'r -,'!:',f":,:-...::,7.•,:'1 ry0 7`J.l)0 3 ""r:'+' `a' 21 ;',}1 1..,•5.F Q �1 355-100 s ' ., .,rf •r' "-.., ... t '4 r•I-...!-:-.,_,-.r . .,..- , . F. •1..•l P 2-..' , y .."4"...!' ':'"..4.1.•:-/; .yt _, •_.. .: -_ v 'Qr' j „r_ �k:�,. /�0 63A0 2 2 100 .+err •. j—...,...:11...,,,,,,_ .aC R h4,t' ,S y,, ' : 1 i.„....4•1: -- rr• r 'r "•l "y '-=-.i'r .r .7. '1/'-/-1.1',,,'-'11',... } rr�; :::::,..:.•,•,,.:.:,,-5 ;Y.:`ti, Fri :''. ; 2 rS ,'. .?•{'fey ",�-�1 •+� 1 i 50.00 2 95-100 ,.r• , , ,.,*r y'::::f, 100 �.t'''', r~`''N ry ';:'-c s - ,at' °s • fir .k? .rr ,`,". :-.1,,,,. 37_50 1 /x - ..? ' , ' '% ° f: .. . 7'_ . '. 90-100 100 . �.... "' " r.= 1Q 25.40 f ...... ;;., ._�=..7-..:,,,.......1,,..,•i..,,.,_ _ _; ' 9r-1OO r= ` . 100 9Q-aoo 19.00 f %),•,:-.'••••'..i .,.j .''r. �., •f r ',.;`,1.:e `' ` 5O-5O....!?_..Y.:•.1.1.--..b.,-.1' .,:>:,'.'„ .... 100 1L'/J.: _ �"•_ .�. .-..b.,-.1' ,�.: �:{ ._ .,z ��;,„r 12,5 4.76 1/2 No. �.;� ,�,•�; -..r.:'•:-..,••;,.."-.:',.',,.-...r,,;"...' ....f , F.,r¢.. rd,.v ' �F • -.4 __ - Aa� � ,• • .,3 ��. � tT 'if -':-'...4r,'.!;-1 ';i•,-qar, a-.L.:,,,,,--z_-..::::1',,d-r, ...,.�:. • , ."}• '' ; �:r�:i��.•-•�; 55-80 } 'mss. -V ` 5-65 2-38 No. 8"-..,'•.._. '' _ ... _ . ` . .. ' y- 25-55 2Q-85 33-3 _ 0.42 No. 40 :.`-r.�°.-. •y - .w. '., ' • '415 — ,.. . '..'i• -•' rs . a 1S�35 0,07 O0 3-15 3-15 20 max 3-12 3-12 .5-15 4-15 Plasticity Index 0 0 O O O O 0 4-1-2 LA wear test (T96} j 0 O 0 0 5L' max 50 max 0 40 ax BID NO # B1.600027 Page 19 08/05113 WELD COUNTY PUBLIC WORKS FLOWABLE FILL MIX: This is the specification for the Weld County flowable fill max: Flowable Fill (Lean Pipe Encasement) Concrete mix: Compressive strength F'c = 1000 psi @ 28 days ASTM 0150 TYPE 1 -II Minimum 329 lbs. COURSE AGGREGATE ASTM-C33 — Minimum 1000+Ibs FINE AGGREGATE ASTM-C33 — Minimum 2000 +lbs AIR ENTRAINMENT AGENT (SIKA AIR) ASTM-C260 —Minimum 1.0 OZ/CU YD ASTM POTABLE WATER — MINIMUM 150+Ibs Physical Properties: Slump 6.00 -- 8.00 Air Content: 5.0 — 7.0% w!c + p ration 1.00 If it is ordered from Varra Companies ask for Weld County Flowable Fill mix number 8890200, with 318" rock. If it is ordered from Bestway ask for Lean Pipe Encasement which is Weld County Flowable Fill mix. Weld County Department of Public Works 1111 H Street, PO Box 758 Greeley, CO 80632 Phone: 970-304-6496 Send applications to: ROWPermits@weldgov.com RIGHT-OF-WAY USE APPLICATION Permit Use type: Utility Oil and Gas Private Remediation Annual Line Abandonment or Retire Certificate of Public Convenience and Necessity (CCPCN): Applicant (Permittee): Business Name: Primary Contractor: Business Name: Contact Name: Contact Name: Address: PO Box: Address: PO Box: City: State: Zip: City: State: Zip: Contact Phone: (office) Contact Phone: (office) (cell) (cell) E-mail: E-mail: Agent: Secondary Contractor: Business Name: Business Name: Contact Name: Contact Name: Contact Phone: (office) Contact Phone: (office) (cell) (cell) E-mail: E-mail: Traffic Control Contractor: Reclamation Contractor: Business Name: Business Name: Contact Name: Contact Name: Contact Phone: (office) Contact Phone: (office) (cell) (cell) E-mail: E-mail: Inspector: Business Name: Contact Name: Contact Phone: Email: (cell) Page 1 of 12 Project Name: Location: CR Between CR and CR ROW Type: Maintained Non -Maintained *If Non -Maintained verify ROW width and documents creating ROW: ROW Width Recording Information Road Classification: Local Collector Arterial Project Classification: Residential Commercial Municipal Parcel Number: Parcel Number (Opposite side for crossings): Legal (Section/Township/Range): Legal (Opposite side for crossing): Service Address: Subdivision: Does Project disturbance exceed 1 Acre: Yes No Provide If applicable: Grading Permit #: CDPHE Permit #: Planning Case # Other Permits: Impacted Surface (check all that apply): Asphalt Concrete Gravel Treated Gravel Outside of Roadway Unmaintained Native Other Type of Use (check all that apply): Communications Electric Potable Water Non -Potable Water Sanitary Sewer Natural Gas -Utility Natural Gas Pipeline Crude Oil Pipeline Produced Water Pipeline Fresh Water Transfer Irrigation Storm Water Other Provide Detailed Description Of Project: Page 2 of 12 Construction Detail (check or complete all that apply): Line type: Appurtenance Cable Casing/Sleeve Conduit Fiber optic Pipeline Powerline Composition of Line: Asbestos Concrete (AC) Aluminum Carbon Steel Conductor Copper PVC_ Steel Flex Steel Ductile Iron Polyethylene (PE) HDPE Lay flat CMP RCP Other Line Size: Inside diameter: Outside Diameter: Appurtenance type: Cabinet Manhole Meter Hand hole Valve Utility pole Pedestal Monitor well Vault Other (Describe) Appurtenance Dimensions: Length Width Height Classification of Work: Temporary New Service Maintenance Occupation Relocation Disconnect Surveying Overhead Underground Potholing Culvert install Tree Trimming Road improvements Road maintenance Traffic control Retire or Abandon line Other Construction Methods: Directional Bore Open cut Excavation Trenching Plow or Cable puller Core Drilling Paving Gravel placement Topsoil replacement Debris removal Snow removal Reseeding Open cut/excavation/trench details: Length Width Restoration Methods: Asphalt (HMA) Flowable fill Compaction testing Non -shrink Grout Structural fill Road base Surface Gravel Fugitive dust product Native material Reseeding Mulching Erosion Control Future location markers Requested Start date: Projected Completion date: Weekend Hours Requested: Yes No Any Additional Information As required By Staff: Permittee Signature: Printed name: Date: Page 3 of 12 Right of Way Permit Fee Schedule Administrative fees 1) Application and Review -Standard 2) Application and Review- Annual 3) Permit revision 4) Permit extension 5) Inspection outside normal hours Construction fees 1) Bore Crossing w/ both pits outside ROW a) b) c) Line outside diameter < 12" Line outside diameter 12" to 20" Line outside diameter > 20" 2) Bore Crossing w/ one (1) or both pits within ROW a) b) c) Line outside diameter < 12" Line outside diameter 12" to 20" Line outside diameter > 20" 3) Bore parallel in ROW outside of Roadway a) Line outside diameter < 12" b) Line outside diameter 12" to 20" c) Line outside diameter > 20" 4) Open cut Asphalt or Chipseal < 5 years old 5) Open cut Asphalt or Chipseal >5 years old 6) Open cut Treated Gravel Surface 7) Open cut Gravel Surface 8) Parallel installation Outside roadway a) b) c) Trench width up to 12" Trench width 12" to 20" Trench width > 20" 9) Pothole/Test hole 8" or less a) b) c) d) Asphalt or Chipseal Treated Gravel Surface Gravel Surface Outside roadway 10) Above ground occupation within ROW 11) Appurtenances a) <3SF b) > 3 S 12) Penalties a) Failure to obtain a Permit b) Safety Violation 13) Abandonment/Retirement of Line in ROW a) =<12" b) >12" $150.00 $300.00 $ 75.00 $150.06 $75.00/Hr )minimum 2 hours) $ 50.00 + $0.30/LF $ 75.00 + $0.30/LF $100.00 + $0.30/LF $ 75.00 + $0.30/LF $100.00 + $0.30/LF $125.00 + $0.30/LF $ 25.00 + $0.30/LF $ 50.00 + $0.30/LF $ 75.00 + $0.30/LF $5.00/ SF Minimum $100.00 $2.50/ SF Minimum $75.00 $2.50/ SF Minimum $50.00 $1.00/SF Minimum $50.00 $0.30/LF $0.60/LF $0.90/LF $50.00/each $50.00/each $25.00/each $10.00/each $0.25/ LF Minimum $50.00 $50.00/each $175.00/each Total of all fees X days delinquent $250.00 $75.00 + $0.50 LF $150.00 + $0.50 LF Page 4 of 12 RIGHT-OF-WAY USE PERMIT The intent of the Right -of -Way Use Permit is to regulate and permit the use of Weld County's public right-of-way by private companies, municipalities and/or special districts constructing and burying lines either crossing or running parallel within Weld County right-of-way. Crossings are allowed for all lines. Parallel installations are allowed for lines of "public utilities" that are defined in CRS 40-1-1O3 and are "domestic or foreign electric light power, gas, or pipeline companies" holding current Certificates of Public Convenience and Necessity issued by the Colorado Public Utilities Commission; for water lines of municipalities, water districts, and water and sewer districts; for transmission lines or pipelines used solely for agricultural purposes; for fresh water above -ground transfer pipelines; for lines in non -maintained right-of-way if approved by Weld County based upon locational factors, such as, surrounding population density, topography, or if the right-of-way provides access to a recorded exemption lot, and with Permittee's agreement to move the line at its sole expense if Weld County or an annexing municipality intends to imp rove the right-of-way; or if authorized by the Board of County Commissioners in an appeal of the denial of a Right -of -Way Permit application, pursuant to Weld County Code Section 8-13-110. Public right-of-way subject to regulation by the Right -of -Way Use Permit includes Weld County's maintained and non -maintained, and all public drainage easements. A Right -of -Way Use Permit grants the Permittee and its Contractors permission to occupy designated County right-of-way. The Permit authorizes excavation, surveying, and/or construction of facilities within the County right-of-way and provides for their subsequent restoration upon completion of the Project. The Permit is issued solely for the Permittee's and its Contractor's construction of the Project. Permittee is prohibited from changing the use of the Project in any way without first obtaining a new permit. SUBMITTAL REQUIREMENTS 1. Complete application. Permittee must submit a complete Right -of -Way Use Application and include required submittals for review and consideration of its Project. If the Project is approved, a Right -of -Way Use Permit will be issued to the Permittee. It is the Permittee's responsibility to inform its Contractor of all Permit requirements, Provisions, and attached Special Provisions. 2. Drawing, plan set, and map. A drawing, plan set and map are required to be submitted with the Application. Detailed plan(s), sketch, and/or map(s) showing the work location and roadway, edge of roadway, County ROW lines, at least one crossroad, and a legend. It is preferred, that drawings be 11x17 or capable of being printed out in 11 x 17. All underground installations must include a cross section typical showing depth of line being installed per County requirements based on the lowest point of the County ROW and show the County ROW width. Drawings at intersections must be in plan and profile, and shall be at a scale of 1:100 or as determined by the Department of Public Works. 3. Traffic Control Plan. A Traffic Control Plan (TCP) or Method of Handling Traffic (MHT) must be submitted and approved prior to Permittee's commencement of work. Permittee shall provide all necessary traffic control in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) in drawing form; narratives will not be accepted. (a) Flaggers shall be required at any locations where there is encroachment into a travelling lane. (b) Full road closure requests must be prepared by and signed by a Traffic Control Supervisor (TCS). (c) Full road closures exceeding three (3) days shall require approval of the Board of County Commissioners. 4. Insurance. Permittee and/or its Contractor shall secure and maintain insurance policies and/or provide proof of adequate self-insurance that will protect itself, its sub -contractors, members of the public who use the right-of-way associated with the Project, and Weld County, Colorado, from claims for bodily injury, death, or property damage which may arise from the construction of the Project, or caused by the facilities which are constructed as permitted herein. The Board of County Commissioners of Weld County, Colorado, its officers, and employees must be named as an "Additional Named Insureds" in all liability insurance policies secured by the Permittee and/or its Contractor. The following insurance policies and amounts are required. Certificates of insurance evidencing such policies shall be delivered to the Weld County Department of Public Works: (a) Statutory Worker's Compensation. (b) Contractor's public liability and property damage in the following sums: Bodily Injury: Property Damage: Each person $1,000,000 Each accident $1,000,000 Each accident $1,000,000 Aggregate $2,000,000 Page 5 of 12 (c) Automobile public liability and property damage in the following sums: Bodily Injury: Property Damage: Each person $1,000,000 Each accident $1,000,000 Each accident $1,000,000 5. Bonding and Surety. If determined necessary by Weld County's Department of Public Works, Permittee shall provide a surety bond or other security for the total amount required to restore the right-of-way under which the Project is to be installed or constructed, based upon current Weld County Department of Public Works contract prices for the performance of such work. Said collateral shall remain in effect for a period of two (2) years after inspection of completed construction by Weld County Department of Public Works. Whether or not covered by a bond, Permittee shall reimburse Weld County for all expenses incurred by it as the result of, or related to, the failure by Permittee or its Contractor to perform all installation, construction, maintenance or other work pursuant to this Permit in a workmanlike manner. 6. Geotechnical Submittals. The Weld County Department of Public Works reserves the right to request from Permittee geotechnical submittals if deemed necessary. The grant of this Permit is conditioned upon Permittee's and its Contractor's compliance with the General Provisions, Construction Provisions, Pipeline Provisions (if applicable), and General Matters set forth below. By accepting this Permit, Permittee and its Contractor agree to comply with the terms and conditions set forth herein. GENERAL PROVISIONS 1. Permit Required. (a) Commencement of construction prior to receiving an approved Permit will result in applicable penalties (see emergency repair section for exclusions listed as item number 12). (b) Contractor must have a copy of this Permit on site during construction of the Project. (c) This Permit requires commencement of construction within three (3) months from date issued unless otherwise stated. The Permittee may apply for an extension if work is not completed before the expiration of three (3) months. All applicable fees must be paid before extension will be issued. 2. Inspection. Inspection of work performed in Weld County right-of-way is required. The Weld County Department of Public Works must be notified 48 hours prior to commencing all work within Weld County right-of-way. Final inspections are required. Weld County shall have the right to order Permittee or its Contractor to stop work anytime Weld County believes that a violation of this Permit has occurred or if there is a danger to the safety of the public if the work continues. 3. Additional Permits. Permittee shall be responsible for obtaining all other state, federal, or local permits which may be required of Permittee and/or its Contractor to install and/or maintain its Project. Permittee shall provide evidence of such other permits upon request by the Weld County Department of Public Works. 4. Determination of Placement. Weld County reserves the right to determine the specific placement of the Project within its right-of-way. 5. Suspension of Work. Weld County's Department of Public Works shall have the authority to suspend work, wholly or in part, because of the failure of Permittee to properly execute the work in accordance with this Permit. Notwithstanding the issuance of this Permit, Weld County reserves the right to make or to require Permittee to make any changes, additions, repairs or required relocation of any facilities within the dedicated right-of-way at any time. 6. Setback Requirements. By accepting this Permit, Permittee hereby waives its right to require industry setback requirements which it might otherwise require from other utilities which may be placed in Weld County's right-of-way and relinquishes its authority over the placement of all other electric, power, gas, communications or other conduits, pipelines, appurtenances, or irrigation structures which Weld County may allow to be placed in its Right-of-way. Weld County must approve location prior to construction. Page 6 of 12 7. Compliance with Utility Notification Requirements. Permittee and/or its Contractor shall comply with all applicable requirements of C.R.S. §§ 9-1.5-101, et seq., and be responsible for locating all existing utilities and registering all new lines with 811. Contact the Utility Notification Center of Colorado at 811 or 1-800-922-1987 at least two days in advance of digging. Markers and flags are valid for 30 days. Permittee must remove all utility locates such as flags and marker pins from the right- of-way once the construction is complete. Any subsurface utility engineering notification sent to the Colorado Notification Association shall also be sent to the Weld County Department of Public Works. 8. No Damage to Other Projects. No culverts, irrigation structures, drain lines, utility lines, or any other Projects or facilities within the right-of-way are to be cut or damaged. In the event Permittee or its Contractor damages an existing facility, Permittee shall first notify the owner and either immediately repair and replace the damaged facility or pay the owner to repair and replace the same in accordance with the desires of the owner. 9. Emergencies. Permittee shall report all emergency repairs to Weld County Public Works immediately upon being advised that an emergency exists. During such repairs, Permittee shall utilize proper traffic control measures. Permittee shall apply for a Right -of -Way Use Permit and make the required repairs as soon as practicable after the Weld County Department of Public Works is notified of the emergency situation and the need for such repairs. In no event shall such repairs be completed later than 24 hours after receiving such notification, unless adverse weather conditions prohibit the repair process. 10. Changes Made to the Right-of-way - Permittee's Financial Responsibility. In the event changes are made by Weld County to the right-of-way or appurtenances within the right-of-way that would necessitate removal or relocation of the Project, Permittee shall do so promptly at its own expense upon the request of Weld County. 11. Permittee Responsible for All Project Related Expenses. The construction, operation, maintenance and repair of the Project constructed by Permittee, and all other improvements described in this Permit, shall be at its own expense and without the aid or use of Weld County funds. 12. Permittee Solely Responsible. Permittee or its successors and assigns, remains solely responsible for all matters pertaining to the Project and all costs associated with or pertaining to the Project. These responsibilities include, but are not limited to, the following: repair and maintenance of the physical components of the Project; removal of the physical components of the Project upon retirement of the use or following the request of Weld County to remove the Project; cooperation with Weld County and other Permittees whose projects are placed in Weld County's right-of-way. 13 . Successors and Assigns of Permittee. It is mutually understood and agreed that this Permit and all the terms and conditions hereof shall extend to and be binding upon the Permittee and its successors, and assigns. CONSTRUCTION PROVISIONS 1. Road Crossings. All underground installations crossing maintained or non -maintained Weld County roadways and right of ways shall be by directional bore unless otherwise approved by Weld County Public Works. 2. Parallel Installations. Parallel installations within the untraveled portion of Weld County right-of-way may be performed by bore, trenching, plowing, drilling or excavation. 3. Bridge Structures. (a) No lines shall be attached or otherwise placed along or upon any Bridge structure or wing walls. (b) No continuous line shall be installed crossing under a bridge structure. (c) Underground projects installed parallel to a bridge structure must maintain a minimum clearance of five feet (5') from all wing walls and pilings. 4. Minimum Cover for County right of way installations. All depth requirements are minimums and are subject to approval or modification by the Department of Public Works based on engineering and safety standards and existing utilities in the right- of-way. In no event shall any facilities be installed in Weld County right-of-way at depth less than four feet (4') from top of line measured from the lowest point of the right-of-way. Page 7 of 12 (a) Dry utilities shall be installed at a minimum depth of four feet (4') from top of line measured from the lowest point of the right-of-way (flowline). (b) Wet utilities shall be installed at a minimum depth of six feet (6') from top of line measured from the lowest point of the right-of-way (flowline). (c) All types of oil and gas lines shall be installed at a minimum depth of ten feet (10') from top of line measured from the lowest point of the right-of-way (flowline). Concrete surfaces shall be crossed at a minimum depth of fifteen feet (15') from top of line measured from the lowest point of the right-of-way (flowline). (d) All line types crossing Non -maintained right-of-way shall be at a minimum depth of four feet (4') from top of line measured from the lowest point of the right-of-way (flowline). (e) Culverts must have a minimum of twelve inches (12") of cover. 5. Daily Construction Requirements. At the end of each day during the installation and construction of the Project, Permittee shall observe the following requirements: (a) Working hours allowed under this Permit are from Sunrise to 'A hour prior to Sunset. (b) All materials shall be removed a minimum of ten feet (10') from outside edge of the road shoulder. (c) All excavations upon the traveled portions of the right-of-way shall be back -filled in accordance with the compaction requirements set forth below unless otherwise approved by Weld County. (d) All traffic signs must be in place per the approved Traffic Control Plan or removed or covered if not applicable to nightly activities. 6. Equipment Movement and Equipment Crossings. (a) Movement of cleated or track equipment is restricted to the immediate work area. Equipment shall be transported to a proper unloading area. No cleated or track equipment may work on or move over any road way surface without mats. (b) Equipment crossings, in line with the Project, shall be built up level with the road surface with a practicable anti -tracking material to prevent damage to the road surfaces and shoulder areas. Crushed concrete is prohibited for use as a surface material. A minimum of a twelve -inch (12") culvert shall be placed in ditch areas under tracking pad to maintain proper drainage. Existing ditch and upstream and downstream culverts must be observed in determining appropriate drainage culvert size. 7. Site Markers. Permittee shall mark the site of the construction of the Project, whether permanent or temporary, with markers acceptable to Weld County Department of Public Works. Markers shall be placed as far from edge of road as to not interfere with normal road maintenance. 8. Future Line Location. The installation of non-ferrous lines in the right-of-way shall require a suitable means to facilitate future line location such as, but not limited to, metallic warning tape installed above the line and registration with 811. 9. Concrete Surfaces. There is a strict no cut policy on all concrete surfaces, which includes potholing. Any damage or cutting of concrete surfaces will result in the Permittee being responsible for the cost of a full replacement of concrete panel(s) by a Contractor approved by Weld County. Bore grout may be required for concrete surfaces. 10. Asphalt Surfaces. Asphalt surfaces are not to be cut unless approved by the Weld County Department of Public Works. If an asphalt surface cut is granted, the cut shall be repaired with a flowable fill cement (refer to Section 11. Compaction Requirements, below) and hot bituminous pavement and/or concrete placed at a thickness of existing plus one (+1). 11. Compaction Requirements. (a) All compaction of backfills and road surfaces shall be compacted in accordance with the most current versions of the Colorado Department of Transportation (CDOT) Standard Specifications for Road and Bridge Construction and Field Materials Manual. (b) All backfills located within an existing asphalt surface or under the asphalt not currently in place but will be as part of a new road construction, must be compacted using flow -fill cement in the upper three feet (3') of backfill. (c) If any wet or non-compactable materials are produced from excavations, they shall be completely removed from the right-of-way and replaced with compactable materials. the right-of-way shall then be returned to the original grades and cross sections. Weld County Department of Public Works shall have the authority to determine what materials shall be discarded and what materials shall be acceptable as replacement. Page 8 of 12 (d) On gravel roads where excavation materials are stacked on the road surface, road base of %-inch surface gravel as specified in Chapter 7 of the Weld County Engineering and Construction Criteria specifications for surface gravel shall be spread over the entire road surface at a minimum depth of six inches (6") upon completion of the work. Shoulders on paved roads or barrow ditches where excavation is done shall require a minimum of four inches (4") of %-inch Class 6 road base material. These amounts are minimums and do not supersede any requirements within the Permit. (e) On gravel roads where excavation is done within the roadway, backfilling lifts greater than eight inches (8"), but not exceeding twelve inches (12"), shall be permitted providing that Permittee has suitable equipment to properly compact the depth of lift placed. Weld County Public Works shall determine if Permittee's equipment and the depth of backfill lift is appropriate. Ninety-five percent (95%) of a standard proctor shall be required at any trench depth or in replacement of any materials within the traveled portion of the right-of-way. Eighty-five percent (85%) of a standard proctor shall be required at any trench depth or in replacement of any materials off the traveled portions of the right-of-way. Installations running parallel within a gravel roadway will require a final placement of a minimum of six inches (6") of surface gravel after all of the Project has been placed and compaction test results are in compliance. (f) Potholes in gravel surfaces shall be filled completely with road base and compacted. Potholes in asphalt or shall be filled with a cement/grout to existing thickness plus 1 (+1) or filled with a compactable base material and the final placement a HMA or concrete material of existing thickness plus one (+1). 12. Reseeding. Permittee shall reseed, with a seed mix approved by Weld County Department of Public Works, all areas within the right-of-way in which vegetation was removed or disturbed during the installation of its Project. 13. Points of Access. Permittee shall install manholes and other points of access to underground lines within the boundaries of the right-of-way outside the normal wheel path of the roadway so that they do not obstruct maintenance operations within the right-of-way. Permittee shall, at its sole expense, adjust access points, when requested to do so by Weld County. 14. Survey Monuments. Permittee or its Contractor shall preserve or replace all survey monuments or benchmarks at each work site. If such monuments or bench marks are destroyed, Permittee shall hire a registered land surveyor to replace destroyed monuments or bench marks. If Permittee chooses to preserve such monuments or benchmarks, it shall also hire a registered land surveyor to complete such preservation. 15. Permittee's Obligations Regarding Surveys. (a) All surveying performed within the boundaries of the right-of-way shall be conducted with proper safety equipment and advanced warning signs; (b) Surveying permit holders can be issued an annual permit. (c) Any excavation within the boundaries of the right-of-way will be backfilled with the same material or better than what was excavated. (d) Weld County Department of Public Works offers free monument boxes and lids to Permittee to establish, upgrade or perpetuate the location of an aliquot corner of any section on a paved road. Permittee shall furnish the location of the section corners being preserved to the Department of Public Works when obtaining monument boxes. 16. Permittee's Obligations Regarding the Completion of Project. (a) Permittee shall place surface gravel, as specified in Chapter 7 of the Weld County Engineering and Construction Criteria, on all surfaces where any damage has occurred to the road surface from equipment, trenching, or storage of material. Weld County shall determine the damaged areas, remedial work required, and timing of said work. (b) Permittee shall complete road restoration including, but not limited to, clean-up (including utility markers), repair of damaged facilities, trench compaction, and replacement of gravel shall be kept within one (1) mile of new excavation. (c) All disturbed portions of the right-of-way or damaged road surfaces are to be returned to their original condition prior to demobilizing. if the right-of-way is not returned to original conditions, Weld County may perform or contract such remedial work and Permittee shall pay for all work or forfeit its surety bond in order to pay for all work done. (d) Permittee shall own, maintain, operate and repair any line installed or constructed herein in accordance with the regulations, conditions and terms of this permit. No lines installed within County rights -of -way may be abandoned by the owner at any time. Although the lines may be retired, they may not be abandoned and all responsibility for such lines remains with the owner. The County does not recognize, nor accept, any lines designated by any other source as abandoned, and the County will continue to expect such lines to be maintained or removed by the Permittee. Page 9 of 12 17. Line Retirement. Retirement of lines in Weld County right-of-way are still required to be located as part of 811. If Weld County approves a line to be retired, the retirement of an existing line in the right-of-way shall be subject to conditions as determined by the Weld County Department of Public Works based on the age, condition, material type, and size. Permittee shall cut, cap, and fill Project(s) that are not required to be removed. 18. Line Abandonment. If Permittee desires to abandon a line from being located as part of 811 notification, Permittee shall completely remove the line from Weld County right-of-way, unless otherwise approved by Weld County. 19. Drainage Interference. Permittee shall not obstruct the natural free and clear passage of water along the roadside ditch flow lines or other waterways. If surface drainage is to be affected, Permittee is responsible for the proper disposition of the runoff. PIPELINE PROVISIONS 1. Natural Gas/Crude Oil Pipelines. (a) Road crossings for natural gas/crude oil pipelines must be by directional bore, only. (b) Above -ground appurtenances and/or equipment are not permissible for installation within the County right-of-way and must comply with setback requirements. 2. Permanent Fresh Water (Non -Potable) Pipelines. (a) Road crossings for permanent fresh water (non -potable) pipelines must be by directional bore, only. (b) Permanent fresh water (non -potable) pipelines must extend past future right-of-way prior to daylighting (c) Above ground appurtenances and/or equipment are not permissible for installation within the County right-of-way and must comply with setback requirements. (d) Weld County approval is required for any change of use or retirement of a permanent fresh water (non -potable) pipeline. 3. Temporary Fresh Water Above -Ground Transfer Pipelines. (a) Fresh water above -ground transfer pipelines are allowed as a temporary use for a period of 6 months or less for both road crossings and parallel installations. See the limitations and restrictions set forth below depending upon crossing methods. (b) Fresh water above -ground transfer pipelines may transfer fresh or recycled water, only. (c) The source of water must be disclosed on the Right -of -Way Use Application. (d) The use of unmaintained Weld County right-of-way for temporary fresh water above -ground transfer pipelines shall be negotiated with the landowner(s). (e) Existing driveway culverts may not be used for water transfers. (f) All pipelines or lay flat pipes occupying the right-of-way (running parallel to the roadway) must be secured up out of the ditch flowlines and away from the road edges. They may not interfere with normal road maintenance. Crossing methods for temporary fresh water above -ground transfer pipelines: 1) Plate/Manifold: a. Applicable for untreated gravel roadways for a transfer duration of 10 days or less. b. Must be covered with Class 6 road base with a minimum of 15 -foot road base tapers on each side. All forms of traffic must be able to safely cross the plate/manifold. c. Traffic control signs required including a speed reduction to 15 mph for the duration of the transfer. d. Permittee is required to maintain the crossing which includes 24 -hour snow removal in winter. 2) Culvert Sleeve: a. Applicable for longer term transfers crossing untreated gravel roadways only. b. Maximum culvert size is 15" outside diameter unless approved by the Weld County Department of Public Works. c. Minimum of 18" of Class 6 road base cover on culvert. d. Compaction tests of road base is required after culvert is removed if flowable fill is not used for final restoration of the roadway. Page 10 of 12 3) Existing Culverts: a. Requests for use of existing County culverts (any culvert crossing under a County maintained roadway or intersection) are subject to special review. Use is for a maximum of 15 days. b. Existing culverts are not available for use from March through October. c. Driveway/access culverts are not available for use. d. If the culvert also serves for irrigation, written permission from the Irrigation or Ditch Company may be required. e. Culvert must be cleared anytime drainage is impeded due to run-off or flooding. 4) HDPE or PVC Pipe: a. Applicable for longer term transfers where a paved, hard surface, or treated gravel roadway must be crossed. b. Pipeline ends must extend past future right-of-way before daylighting. c. Weld County approval is required for any change of use or retirement of the pipeline. 4. Produced Raw Water Pipelines. (a) No temporary above -ground transfers. (b) Pipelines will only be considered for approval that are transferring to a County approved injection or recycling facility. (c) Casing is required for crossing under County roadways. (d) Casing type may be determined by the Permittee or its Contractor. (e) Casing maximum outside diameter is not to exceed 12". (f) Casing ends must extend outside of the County right-of-way. (g) If Flex Steel Pipe is used, casing requirement will be waived. (h) Maximum size of the produced water pipeline is not to exceed 8" and not to exceed 10" OD. (i) Requests for larger diameter pipelines will require special review by the Weld County Department of Public Works. (j) Location markers shall be green in color and must list "produced water" and an emergency contact number. GENERAL MATTERS 1. Terms. (a) All references herein to "Right -of -Way" refer to a portion of land that is dedicated or granted to and accepted by Weld County for transportation purposes, such as a paved or gravel roadway or highway whether maintained or not - maintained by Weld County. The term is used as both singular and plural. (b) All references herein to "Permittee" are to any persons and/or entities applying for and being issued this Right -of -Way Use Permit granting permission to construct their Project within Weld County's right-of-way. (c) All references here to "Lines" means all underground and overhead cable, telephone, electric, power, wire, gas and irrigation lines, and/or appurtenances, structures or pipelines. (d) All references herein to "Contractor" are to any persons or business entities retained by Permittee to install the Project in Weld County right-of-way. (e) All references herein to "Permit" refer to this Right -of -Way Use Permit, including all Permit requirements, Provisions, and attached Special Provisions. 2. Weld County's Limited Interest in Right -of -Way. Weld County owns a limited interest in the right -of- way and therefore, does not, by the issuance of this Permit, warrant its ownership of the right-of-way. Permittee is responsible for determining the ownership of properties traversed by its lines, the location of all property boundary lines, and the ownership of all right- of-way. Therefore, Permittee shall obtain from the fee title owner(s) of the right-of-way or others having proprietary interests in the right-of-way such authority or rights as Permittee may need, in addition to this Permit for Permittee's use of the right- of-way. Permittee acknowledges and agrees that the authorization granted herein by Weld County is subject to Permittee's securing such authority or rights. 3. Rights Reserved by Weld County. Permittee acknowledges and agrees that the Right -of -Way which are the subject of this Permit exist as public right-of-way for the primary benefit of the travelling public, and that the rights granted in this Permit to the Permittee are subject to Weld County's rights and obligations to preserve and maintain the right-of-way and the public's right to continue to travel safely upon the right-of-way. (a) Subject to the right granted herein to Permittee, Weld County reserves the remaining use of the Right -of -Way for existing and future construction, operation, maintenance, repair, replacement relocation and abandonment of its own use and facilities. Page 11 of 12 (b) Weld County reserves the right to revoke this Permit at any time if Permittee or its Contractor fails to comply with the requirements of this Permit. Should this Permit be terminated for non-compliance by Permittee or its Contractor, any lines or facilities installed prior to the termination shall remain the responsibility of the Permittee and may be removed or maintained by Permittee at the sole discretion of Weld County. (c) This Permit is non-exclusive. Weld County reserves the right to allow other public and private utilities and entities to utilize the subject right-of-way and may impose location requirements and restrictions on Permittee in anticipation of requests by future public and private utilities and entities to occupy the right-of-way. (d) Weld County reserves the right to reconstruct, widen and/or maintain the right-of-way which are the subject Permit. In the event this work requires Permittee to incur expenses to preserve, re -locate or maintain its Project, Permittee shall do so upon notification from Weld County at its sole cost. 4. Indemnification. Except for the negligence of Weld County, Permittee shall indemnify and save harmless Weld County, its, officers, employees, agents, successors and assigns from any damage or loss sustained by them or any of them, which arises by reason of Permittee's negligence with respect to the installation, upgrade and/or maintenance of the Project. 5. Hold Harmless. Permittee agrees to protect Weld County and save and hold Weld County harmless from any and all third party claims and damages which the installation and/or maintenance of Permittee's Project and related facilities may directly or indirectly cause. Additionally, Permittee releases Weld County from any and all claims and damages to property owned by Permittee resulting from any act, either by or on the part of Weld County or by or on the part of any third -party. 6. No Assignment. Permittee shall not assign any or all of its rights under this Permit without first obtaining written consent to such assignment from Weld County, which consent shall not be unreasonably withheld. However, in the event Permittee contracts with a third -party Contractor to perform the work associated with the installation of the Project, Permittee remains solely responsible for Contractor's compliance with the terms and conditions of this Permit. 7. Entire Permit Agreement. The parties hereby agree that neither has made or authorized any agreement with respect to the subject matter of this instrument other than expressly set forth herein, and no oral representation, promise, or consideration different from the terms herein contained shall be binding on either party hereto, or its agents or employees. This Permit embodies all agreements between the parties hereto and there are no promises, terms, conditions, or obligations referring to the subject matter whereof other than as contained herein. 8. Effect of Invalidity of Provision. If any term or provision of this Permit, or the application thereof to any person or circumstances shall, to any extent, be held invalid or unenforceable, the remainder of this Permit, or the application of such terms or provisions, to a person or circumstances other than those as to which it is held invalid or unenforceable, shall not be affected, and every other term and provision of this Permit shall be deemed valid and enforceable to the extent permitted by law. 9. No Waiver of Immunity. No term or condition of this Permit shall be construed or interpreted as a waiver, express or implied, of any of the immunities, rights, benefits, protections or other provisions, of the Colorado Governmental Immunity Act §§24- 10-101 et seq., as applicable now or hereafter amended. 10. No Third Party Beneficiary. It is expressly understood and agreed that the enforcement of the terms and conditions of this Permit, and all rights of action relating to such enforcement, shall be strictly reserved to Weld County and nothing in this Permit shall give or allow any claim or right of action whatsoever by any other person not included in this Permit. It is mutually understood and agreed that this Permit and all the terms and conditions hereof shall extend to and be binding upon the Permittee and its successors, and assigns. SPECIAL PROVISIONS This Permit may be subject to additional Special Provisions. Such Special Provisions are attached hereto. Page 12 of 12 THORNT0N WATER PROJECT FEASIBILITY OF ALTERNATIVELY LOCATING TWP WATER PIPELINE WITHIN WELD COUNTY RIGHT-OF-WAY Appendix A Carollo Engineers Alternative Analysis Report TWP WELD COUNTY ROW FEASIBILITY ANALYSIS CH2M 20201119.DOCX PROJECT MEMORANDUM THORNTON WATER PROJECT SEGMENT B - ST. DRAIN TO 168TH City of Thornton Date: 11/19/2020 Project No.: 11887A.10 Prepared By: Jim Kriss Reviewed By: Craig Girven Subject: 12-7771-17 - TWP Segment B - Alternate Alignment Evaluation (Draft) Purpose The purpose of this project memorandum is to summarize an alternate alignment evaluation along Weld County Road 17 (WCR-17) between WCR-26 and Colorado Highway 66. The evaluation was performed to compare the preferred alignment in private (Varra, Ready Mix, and McClay) to an alternate alignment in Weld County roadway Right -of -Way (ROW). The alignment alternatives are shown in the attached Figure 1 and summary cost comparisons are included shown in Figure 2. Preferred Alignment The preferred alignment was broken into 2 segments for evaluation, including: • Segment B: WCR-26 to WCR-28 • Segment C: WCR-28 to Colorado Highway 66. The preferred alignment assumes a minimum bury depth of 6 -feet. The conceptual cost estimate prepared and sumibtted as Project Memorandum No. 1, dated July2, 2020 was used as a template to determine a pipeline unit cost for this evaluation. Tunneling costs were removed from the July 2, 2020 cost estimate to get to an appropriate unit cost for this evaluation. However, other elements that will be part of general pipeline construciotn were not removed, including appurtenances, fiber optic conduit, erosion control, surface restoration, markups, and the 30% contingency The modified conceptual estimate, without tunneling, is attached hereto. The total estimate, including a 30% contingency is $46,800,000 for 82,900 LF of 42 -inch steel pipe, resulting in a conceptual pipeline unit price of $565 per linear foot. Alternate ROW Alignment The alternate alignment was evaluated in the same two (2) segments as the preferred alignment and are designated as follows: • Segment B-1: WCR-26 to WCR-28 • Segment C-1: WCR-28 to Colorado Highway 66. Pipeline lengths were adjusted for the ROW realignment, and the pipeline unit cost of $565 per linear foot was used as a baseline. Four design elements will add significant cost to the alternative ROW alignment, including Weld County ROW permit, increase minimum bury depth from 5 -feet to 15 -feet, backfilling the top 3 -feet of trench zone with CLSM, and gravel roadway surface restoration. Each of these elements were pw //Ea rollo/Documents/ClicntTO/ I Iorn tonill 81A10/Dcllvorakilos,/PhI02/P BA02_-1lte rnatoAlignm entEvaL vtlon docx PAGE 1 of 2 PROJECT MEMORANDUM accounted for by determining a linear unit cost adder, and each were included the ROW pipeline unit cost total. • The Weld County ROW permit fee will add $1.00/SF of surface disturbance. Assuming a top of trench width of 10 -feet, the ROW permit fee would add $10/LF of pipeline installed in ROW. This full amount was applied to Segment B-1. Segment C-1 is partially in Weld County and partially in Firestone, so only 2/3 of the unit cost was applied to this segment, i.e. $6.67/LF. • The additional bury depth of 15 -feet will add significant excavation requirements, and slow production. This additional excavation effort and loss in production is expected to add $75/LF • The requirement to backfill the top 3 -feet of trench under paved surface was estimated using a near surface trench width of 10 -feet. CLSM can range in cost from $100 to $150 per CY, so this evaluation used an average cost of $125/CY, for a unit cost adder of $139/LF. • It is assumed that the entire gravel roadway surface will be disturbed or damaged. So, this evaluation assumed replacement of a 28 -foot wide, 6 -inch thick gravel surface, for a unit cost adder of $8/LF. Comparative Alignment Costs These adders increase the baseline pipeline unit costs for construction in easement from $565 /LF to $797 in Segment B-1 and $793/ LF in Segment C-1. The estimated cost for the preferred alignment and the alternate alignment are detailed in Figure 2, as summarized below: • Preferred Alignment: $6,071,000 • Alternate Alignment: $10,692,000 Prepared by: Author Name: Jim Kriss PAGE 2 of 2 Segment A (Easement) Sta 10+00 to Hwy 66: 42" Steel: 5,475-LF CAVs: 7 -EA 8" Blowoffs: 2 -EA 12" Blowoffs: 1 -EA 42" BFVs: 2 -EA Tunnels: MTBM St. Vrain: xx-LF TBM Hwy 66: xx-LF Segment B-1 (ROW) Hwy 66 to WCR-28: 42" Steel: 5,474-LF CAVs: 5 -EA 8" Blowoffs: 3 -EA Tunnels: TBM: 120-LF Adders: 15 -foot bury depth 3 -foot CLSM backfill ROW Permit Fee Segment C-1 (ROW) WCR-28 to WCR-26: 42" Steel: 7,980-LF CAVs: 5 -EA Adders: 15 -foot bury depth 3 -foot CLSM backfill ROW Permit Fee `17 26 Segment D (Easement) WCR-26 to 168th Ave: 42" Steel: 67,343-LF CAVs: 48 -EA 8" Blowoffs: 16 -EA 12" Blowoffs: 2 -EA 42" BFVs: 2 -EA Tunnels: MTBM Big Dry Creek: xx-LF TBM: xx-LF Begin Alternative Pipeline Alignment Legend ane Proposed Alignment Feet 0 1,000 2,000 Data Sources: Weld CountyGIS, ESRI Disclaimer: Features shown in this figure are for planning purposes and represent approximate locations. Engineering and/or survey accuracy is not implied. Segment B (Easement) Hwy 66 to WCR-28: 42" Steel: 5,379-LF CAVs: 5 -EA 8" Blowoffs: 3 -EA Tunnels: TBM: 120-LF Segment C (Easement) WCR-28 to WCR-26: 42" Steel: 5,366-LF CAVs: 4 -EA End Alternative Pipeline Alignment Cnter li►n Figure 1 - Alternative Alignment Evaluation Last Revised: November n, 2020 [ENTER PROJECT WISE PATH NAME TO MXD) For Example. pw //Carollo/Documents/CI' CA/ClientName/io265Aoo/Data/GI Figure 2 - Cost Comparison Matrix Thornton Water Project - Segment B Alternate Alignment Evaluation - Colorado Highway 66 to WCR-26 Cost Comparison 11/17/2020 Easement Alignment Pipeline Unit Cost {li Length (If) ($/LF) Segment B: Hwy 66 to WCR-28 Segment C: WCR-28 to WCR-26 Roadway Alignment 5,379 $ 565 5,366 $ 565 10,745 Pipeline Unit Cost (11 Length (If) ($/LF) Adder for Adder for ROW 15 -foot bury Permit (24 depth (3) ($/If) ($/If) $ 10.00 $ $ 6.67 $ Adder for CLSM (4) Adder for Gravel (24 ($/If) ($/If) Segment B-1: Hwy 66 to WCR-28 Segment C-1: WCR-28 to WCR-26 Weld County ROW Permit Fee 5,474 $ 565 7,980 $ 565 13,454 Fee Unit Area Cost ($/SF) Fee Unit Length Cost (2) SF/If Total ($/lf) 7) Open cut gravel surface $ 1.00 Adders Depth (ft) 15 -foot bury depth {3] CLSM ($100-150/cy) (4) Gravel ($15/cy){s} 10.00 $ 10.00 Quant Width (ft) (cy/If) 75 $ 75 $ 139 $ 8 139 $ 8 Unit Cost Unit Cost ($/cy) ($/lf) Notes: $ 75 3 10.00 1.11 $ 125 $ 139 0.5 28.00 0.52 $ 15 $ 8 Total Unit Cost ($/lf Total Cost ($) $ 565 $ $ 565 $ 3,039,135 3,031,790 6,070,925 Total Unit Cost ($/If Total Cost ($) $ 797 $ $ 793 $ 4,360,953 6,330,800 10,691,753 1) Unit cost based on Conceptual OPCC without tunnels. Total Cost $46,800,000 / Length 82,900 LF — Unit Cost $565/LF (with 30% contingency) 2) Based on a disturbed surface with of 10 -feet. Fee applies 100% for Segment B-1 and 67% for Segment C-1. 3) Additional cost to go to 15 -foot bury depth using conventional trench boxes (no active shoring). Includes loss of production for deeper excavation. Includes some loss of production from contrained work space in ROW, although assumes entire road will be closed and detoured. 4) CLSM cost is based on 3 -feet of CLSM in upper 3 feet of backfill, 10 -foot trench width near surface. 5) Assumes entire 28 -foot gravel surface will be replaced with 6 -inch gravel section. WCR-26 to Hwy 66 Alignment Evaluation.xlsx Estimate Summary Report page 1 Thew.. Pipeline PPMr✓2020 8:59 AM FACILITY 10 42" Steel Pipe SPEC CROUP Assembly 00 General 01 Sitework & Demo 02 Buried Pipe 07 Process Pipe ['ascription 31 A 050 Erosion Control 31 A 300 Shoring Launch Pits 31 A 300 Shoring Receiving Pits 32 C 004 Grass Area Restoration 33 A 201 Launch Pits for Jack and Bore -40'820'x12' Deep 33 A 202 Receiving Pits -Jack and Bore -19'810'x12' Deep 01 H 010 01 H 010 33 A 050 33 A 051 33 A 051 33 A 10 33 A 200 33 A 200 33 A 200 33 A 920 40 A 01 40 E 148 40 O 102 40 O 102 Takoottcuantity Labor Hours Labor Amount Material Amount Sub Amount Equip Amount Other Amount Total Amount 1.00 Is 26.00 ea 26.00 ea 2.445.120.00 sf 0.00 0.00 15,866 1,157,031 537,517 58,250 131,132 224,000 2,107,930 3,078 96,321 363,448 15 25,698 25,000 15,000 733,536 465,482 25,000 15,000 733,536 01 Sitework & Demo Blowoff$10k Blowoff-$100k 42" Mainline Install Manholes for 42" BFV Manhole for ARV ARV's Jack and Bore 42" MTBMancludes Pits -St Vrain River 42" MTBMancludes Pits -Big Dry Creek Mainline Testing 42" Butterfly Valve 42" Pipe -Materials and Welding 02 Buried Pipe 3,078 96,321 363,448 773,551 25,698 1,259,018 18.00 ea 3.00 ea 82,900.00 If 25,704 816,933 951,567 3.00 ea 160 3,124 5,624 55.00 ea 2,515 82,268 84,881 55.00 ea 165 9,809 103,455 0.00 0.00 0.00 82.900.00 If 3,979 97,553 86,631 3.00 ea 2 34 79,146 82,900.00 It 42,486 2,525,700 15,925,272 2,055,726 6,899 225,126 18,437 180,000 180,000 300,000 300,000 3,824,226 15,648 392,276 113,264 202,620 79,180 18,450,972 2" HDPE Conduit -3 Runs 3'x3' Pull Box 07 Process Pipe 75,009 3,535,421 17,227,576 2,306,189 480,000 23,549,186 86.000.00 If 1,200 47,247 175,247 86.00 ea 240 9,449 157,273 1,440 56,696 332,519 31,400 253,893 3,140 169,862 34,540 423,755 10 42" Steel Pipe 82,900.00 LF 95,394 4,845,469 18,461,059 831,801 2,497,559 704,000 27,339,889 Estimate Summary Report Aage 2A Thornton Pipeline 11/ 1&20.20 8:59AM Estimate Totals Description Amount Totals Hours Rats Cost Basis Percent of Total 0,045 40s ,Poriceu as' sot ers, om, rw cnosr„ trc.GSalts T. 1.124X;3 1910 PAChAGE TOTALS NI7,7Z 62.11, IF remt �oxsmwTwu rom1 46.741.683 Hello