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Address Info: 1150 O Street, P.O. Box 758, Greeley, CO 80632 | Phone:
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egesick@weld.gov
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irTRI - STATE Generation and Transmission Association, Inc. A Touchstone Energy'Cooperative ,_ SOUTHWEST WELD EXPANSION PROJECT • II 4 a 4 il • ° 14 i * -g..3). . ' - 1* ‘ _ .4 I si tank . .ai If, • ,� I it - - _ s . . • fir t , , . -11-' t; • ''' • . ' :scrit . , * . , ialli I ira bs ,iiihatt al l ' r • ... ._ . t-i,..: . • .. . , , . fr . w. 4 �!4 �4y s at:i _ 1 „.. Ili .iva. flak-Agile ' 7 -. .! Ili • )4 I bri -..1. J. ,r. . .., r. ,,„„ .r li . ' . .. ..., • 1.1 Ir- f� N. x ` 1. :."' .e; o 1 , a z..kJ • • oi f ,.IF it • 'fit. .1 _ • . _ .,... ,,..1 1, 4 ali • to . •..L• , - r �- '� • w ` • +1 IR k \itiii.; i ...20- it" t . ". + ' Itailt s, I : sir it gm ... 1 :it sr � '�►Is I + L�11 • Li _ ko >i icf 14 . 6 . . .. .., qa • _ f:g . r' , is b. . . . . lit t MS X11• " • f! _ ; • Ill • I Tas 0 _in a- •nn. shigiliket ' 4:4/eir - : • . . isi 1 44 ascileh:- ---- `�_ • ' _- 4 • '� PREPARED BY. TETRA TECH ► , _ I 7] y ':a . •t fa 0 V t � • _ 1' .. _ -..gib.. r . iwT TRANSMISSION ROUTING STUDY MAY 2014 Southwest Weld Expansion Project Transmission Routing Study Contents Page 1 . Introduction 1 1 .1 Purpose and Need 1 1 .2 Project Components 1 1 .2.1 New Substations 2 1 .2.2 Substation Modifications 5 1 .2.3 Transmission Lines 6 2. Route Selection Process 8 2.1 Existing ROWs and Opportunities for Collocation 8 2.2 Definition of Study Area 9 2.3 Data Collection and Resource Mapping 9 2.3.1 Land Use 10 2.3.2 Jurisdiction 18 2.3.3 Water Resources 18 2.3.4 Biological Resources 19 2.3.5 Socioeconomic and Community Resources 22 2.3.6 Cultural Resources 22 2.3.7 Aesthetics 22 2.4 Field Reconnaissance 23 2.4.1 January 16, 2014 23 2.4.2 March 6 and 7, 2014 23 2.5 Routing Objectives 24 3. Identification of Route Alternatives 25 3.1 J.M. Shafer Substation to Greenhouse Substation Alternatives 25 3.2 Greenhouse Substation to Henry Lake Substation Alternatives 26 3.2.1 Route 1 26 3.2.2 Alternative Routes 26 3.2.3 Considered but Eliminated 27 3.2.4 Comparative Analysis 27 3.3 Greenhouse Substation to Davis Tap 28 3.3.1 Route 1 28 3.3.2 Alternative 28 3.3.3 Considered but Eliminated 29 3.3.4 Comparative Matrix 29 3.4 Davis Substation to Wheeler Lake Substation 29 3.4.1 Route 1 30 3.4.2 Alternative Routes 30 3.4.3 Considered but Eliminated 31 3.4.4 Comparative Analysis 31 May 2014 i Southwest Weld Expansion Project Transmission Routing Study 3.5 Wheeler Lake Substation to the Firestone Trail Tap 32 3.5. 1 Route 1 32 3.5.2 Alternative Routes 33 3 .5.3 Considered but Eliminated 33 3.5.4 Comparative Matrix 33 3.6 Greenhouse Substation to Colfer Substation 34 3 .6. 1 Route 1 34 3.6.2 Alternative Routes 35 3 .6.3 Considered but Eliminated 35 3.6.4 Comparative Analysis 35 3.7 Colfer Substation to Rattlesnake Ridge Substation 36 3.7. 1 Route 1 36 3 .7.2 Alternatives 37 3.7.3 Considered but Eliminated 37 3.7.4 Comparative Analysis 38 3.8 Rattlesnake Ridge Substation to Neres Canal Substation 38 3.8. 1 Route 1 38 3.8.2 Alternatives 39 3.8.3 Considered but Eliminated 40 3.8.4 Comparative Analysis 40 3.9 Neres Canal Substation to South Kersey Substation 41 3.9. 1 Route 1 41 3.9.2 Alternatives 42 3.9.3 Considered but Eliminated 42 3 .9.4 Comparative Analysis 43 4. Summary and Next Steps 43 5. References 45 Appendices Appendix A: Resource Maps Appendix B : Preliminary Route Segments Appendix C: Alternative Routes Appendix D: Sheet Maps Appendix E : Comparative Matrix ii May 2014 Southwest Weld Expansion Project Transmission Routing Study Tables Table 2-1 : Appendix A Figure List 9 Table 2-2: Airports in Project Area 17 Table 2-3: Federal Special Status Species 20 Table 2-4: State Special Status Species 20 Table 2-5: Routing Objectives 24 Table 3-1 : Greenhouse to Henry Lake Comparative Data 27 Table 3-2 : Greenhouse to Davis Tap Comparative Data 29 Table 3-3: Davis Tap to Wheeler Lake Comparative Data 32 Table 3-4 : Wheeler Lake to Firestone Trail Tap Comparative Data 34 Table 3-5: Greenhouse to Colfer Comparative Data 36 Table 3-6: Colfer to Rattlesnake Ridge Comparative Data 38 Table 3-7: Rattlesnake Ridge to Neres Canal Comparative Data 41 Table 3-8: Neres Canal to South Kersey Comparative Data 43 Figures Figure 1 : Project Area 3 Figure 2: Route Selection Process 8 Figure 3: Project Study Area 11 May 2014 iii Southwest Weld Expansion Project Transmission Routing Study This page intentionally left blank. iv May 2014 Southwest Weld Expansion Project Transmission Routing Study List of Acronyms and Abbreviations CNHP Colorado Natural Heritage Program FAA Federal Aviation Administration GIS Geographic Information System kV Kilovolt NRHP National Register of Historic Places NWI National Wetlands Inventory PCA Potential Conservation Area Project Southwest Weld Expansion Project PD Planned Unit Development PVREA Poudre Valley Rural Electric Association ROW Right-of-Way Tri-State Tri-State Generation and Transmission Association, Inc. USFWS U .S. Fish and Wildlife Service May 2014 v Southwest Weld Expansion Project Transmission Routing Study This page intentionally left blank. vi May 2014 Southwest Weld Expansion Project Transmission Routing Study 1 . Introduction Tri-State Generation and Transmission Association, Inc. (Tri-State) is analyzing the Southwest Weld Expansion Project (Project) for potential transmission line routes to interconnect five new substations to three existing substations in southwestern Weld County, Colorado, to serve facilities proposed to be built by Anadarko Petroleum Corporation and DPC Midstream Partners for Tr i-State's member cooperatives, United Power and Poudre Valley Rural Electric Association, Inc. (PVREA). Tri-State is a wholesale electric power supplier owned by the 44 electric cooperatives that it serves. Tri-State generates and transmits electricity to its member systems throughout a 200,000-square-mile service territory across Colorado, Nebraska, New Mexico, and Wyoming. Tri-State owns, operates, and maintains an extensive transmission system in these four states consisting of more than 5,300 miles of transmission lines, 135 substations, and switchyards. United Power is a rural electric cooperative, providing electric service to homes and businesses throughout Colorado's northern Front Range. The service territory extends from the foothills to Brighton, Hudson, and Keenesburg. United Power is governed by a member- elected board of directors who direct the operations of the cooperative and oversee needed rate changes. PVREA is a distribution cooperative owned by the members that it serves. PVREA covers 2,000 square miles of service territory in Larimer, Weld, and Boulder counties and more than 3,600 miles of overhead, underground and transmission line combine, serving approximately 35,000 consumers. PVREA is governed by a member-elected board of directors. 1 .1 Purpose and Need The Project is needed to serve facilities proposed to be built by Anadarko Petroleum Corporation and DPC Midstream Partners for Tri-State's member cooperatives, United Power and PVREA. The need for the overall improvement Project is to ensure that United Power and PVREA can continue to reliably supply electricity to its customers given the rapid increase in oil and gas development occurring in the region. Additional infrastructure is required both for Tri-State to supply more wholesale electricity to United Power and PVREA and for the members to distribute this electricity to their customers. 1 .2 Project Components The proposed Project consists of the following components: • Five new substations to be sited and permitted : Greenhouse (Tri-State), Wheeler Lake (Anadarko), Colfer (Anadarko), Rattlesnake Ridge (Anadarko), Neres Canal (DCP Midstream ) May 2014 1 Southwest Weld Expansion Project Transmission Routing Study • Modifications to three existing Tri-State substations: Davis, Henry Lake, South Kersey • Less than 1 mile of new single-circuit 230-kilovolt (kV) transmission line between the existing J . M. Shafer Station and the new Greenhouse Substation • Approximately 7 miles of new single-circuit 23OkV transmission line between the new Greenhouse Substation and the existing Henry Lake Substation • Approximately 16 miles of new single-circuit 115kV transmission line connecting the new Greenhouse Substation with the existing Davis Tap, new Wheeler Lake Substation, and the Firestone Trail Tap along the existing Rinn Valley—Del Camino transmission line • Approximately 9 miles of new 23OkV transmission line (initially operated with one circuit at 115kV) between the new Greenhouse Substation and the new Colfer Substation . • Approximately 7 miles of new 23OkV transmission line (initially operated with one circuit at 115kV) between the new Colfer Substation and the new Rattlesnake Ridge Substation • Approximately 5.5 miles of new 23OkV transmission line (initially operated with one circuit at 115kV) between the new Rattlesnake Ridge Substation and the new Neres Canal Substation • Approximately 5.5 miles of new 115kV transmission line between the new Neres Canal Substation and the existing South Kersey Substation This Project would originate at the proposed Greenhouse Substation and radiate out to the substation interconnection points. Routes would be presented and studied on a segmented basis between Greenhouse Substation and each of the interconnection points. The Project area and proposed interconnection points are shown on Figure 1 . 1. 2. 1 New Substations Five new substations are proposed as part of the Project. New substations were sited primarily by Anadarko and DCP Midstream based on property ownership and oil and gas facility configuration. Substation siting is not addressed by this routing study. 1 .2. 1 .1 Greenhouse Substation The proposed Greenhouse Substation would be located southeast of the existing J .M . Shafer Generation facility in an area that previously contained multiple greenhouse buildings and that is currently owned by Tri-State. This location was selected because of its proximity to the generation station and the availability of Tri-State-owned property. 2 May 2014 1D31-Odd N O I S N Vd X 3 al3M tLS3MHtif1OS 03 E m a m u d 1 en 4 w d o ! z O f0 g i e w a E - � • e el- 6. a g' s 9 c Q E 2 2- - I- 0 r 3"t s o t - e— 41 V - T $ c O 3 . il _ t{[ al o Ch ••w s' n al c E E Y o . f J O � cS Tom.. �L « O e. cza. c • eA- al ca A i`i✓ \ ^ CL 43 pre QI- o 'Ow m =Fa E ��` ` O d ,yE co y r, r CV N N •z CD 0 W0 - . L7Ii • ,_ :t a / i : 1 _,i • I •7, EP set . : / s I ,• II I / a t u c41O.-.-al J I / al I n I ir r f • 'Z 4 I I tGtlJ I I t„J 1 s cc a u a nn V k, k, n11 cc V j I I, IIMI 711 ' -_-al /fiD I I�—... 21� a. I0 CJ _ CO sf-a ��2 tin ' . i f I 11a • - I I ; 1 . � I S • l• S r \ l u EL c 4t-WO I us T \if() • c >s Jr _ 1 r3 Iii* y1. — — • • il . I C I _ r 3 r 1 • ` 12'tl i 1 1 i .1N 2I 4__ . ¶ ±& ' . fln.. ... I, _ - — — - - T -' - -.ray ~ J. u "IV. ill I Iili rt �1 -- I i "rte - c H - -_i i . tto 1 I .: ,, .1.1 r`— - it- �- Y �_�: sio g 1 I ixti I t•trd: ... I , I , ..b.. -1 iir. ... to -- Lit i ____ i 1 t i'l 'TAPIA — . - 1 - IP _ .‘":2,...1„gal: i ! f I • i r4o • ' v ;rte s's$! tan mil. L a i s I I � I m II YY ll ■ $ t c'ei tu _ (tl, a t J l ° — .�. .4.. ._.,.o»arrr iaaon—.._.._..— —..�. � .'.Ai. • ``-3M_ ... _ ..—. —_.— —..—.. I .�.. •'� 1 1I ��i ,f`\J J7jym . 7aI1flOe ,.r. 'icy; •"1 Southwest Weld Expansion Project Transmission Routing Study 1 .2.1 .2 Wheeler Lake Substation The proposed Wheeler Lake Substation would be constructed on property acquired by Anadarko for construction of the Mead Compressor Station . Wheeler Lake Substation would be located east of Wheeler Lake, south of Weld County Road 28, and west of Weld County Road 21 .5 on previously irrigated agricultural property. 1 .2.1 .3 Coffer Substation The proposed Colfer Substation would be located near United Power's existing Hudson Substation and Anadarko's Hudson Compressor Station north of 35th Avenue west of Weld County Road 49. 1 .2.1 .4 Rattlesnake Ridge Substation The proposed Rattlesnake Ridge Substation would be located near Weld County Road 49 and Weld County Road 30. United Power plans to build two new 69kV transmission lines out of the proposed Rattlesnake Ridge Substation. 1 .2.1 .5 Neres Canal Substation The proposed Neres Canal Substation would be located in the vicinity of Weld County Roads 49 and 42. 1. 2. 2 Substation Modifications Modifications to three substations and one transmission line tap are proposed as part of the Project. 1 .2.2.1 Davis Substation The existing Davis Substation is located adjacent and east of the existing Anadarko's Lancaster Plant off Weld County Road 22, just east of Weld County Road 31 . Tri-State proposes to expand the Davis Substation on the northern side of the property to accommodate the transmission interconnection. 1 .2.2.2 Henry Lake Substation The existing Henry Lake Substation is located at the intersection of Weld County Roads 4 and 33. This substation area is congested with transmission lines and pipelines entering and exiting the substation from the north. The substation would be modified to include additional equipment within the existing fence line in the northwestern corner where the proposed transmission line would interconnect. 1 .2.2.3 South Kersey Substation The South Kersey Substation is located at the intersection of Weld County Roads 50 and 51 . The substation is located adjacent to and south of DCP Midstream's Lucerne Plant. An 115kV transmission line is currently exiting this substation and heading north. May 2014 5 Southwest Weld Expansion Project Transmission Routing Study 1 .2.2.4 Firestone Trail Tap The existing Rinn Valley to Del Camino 115kV transmission line is partially located along the Firestone Trail. The proposed Wheeler Lake to Firestone Trail Tap transmission line would interconnect with the Rinn Valley to Del Camino transmission line at a point north of the underground—to-overhead transition structure located near the intersection of Weld County Roads 26 and 15. The existing pole at the location of the new Firestone Trail Tap would be reconfigured to accommodate the interconnection. 1.2.3 Transmission Lines The entire Project comprises nine sections, each of which is described below. 1 .2.3.1 J .M . Shafer Generation Facility to Greenhouse Substation The proposed single-circuit 230kV transmission line between the existing J . M. Shafer Generation Facility and the proposed Greenhouse Substation would be approximately 0.25 mile. This area is located east of Weld County Road 31 and south of Weld County Road 16, also known as Barley Avenue in the city of Fort Lupton . The J .M . Shafer Generation Facility is located south of Barley Avenue and east of Weld County Road 31 . The proposed Greenhouse Substation site is located to the south and east of the J . M. Shafer Generation Facility. Both are located within the boundaries of the city of Fort Lupton . 1 .2.3.2 Greenhouse Substation to Davis Tap The proposed single-circuit 115kV transmission line between the proposed Greenhouse Substation and the existing Davis Tap would be approximately 5 miles. This section of the Project traverses lands within the city of Fort Lupton and Weld County to the existing Davis Tap structure located north of Weld County Road 18 and east of Weld County Road 31 . The proposed Greenhouse Substation site is located to the south of Barley Avenue and east of Weld County Road 31 . Several existing utility corridors are located near the proposed Greenhouse Substation area and it may be possible to parallel these corridors for the Greenhouse to Davis section of the Project. 1 .2.3.3 Davis Substation to Wheeler Lake Substation The proposed single-circuit 115kV transmission line between the existing Davis Substation and the proposed Wheeler Lake Substation would be approximately 10 miles. A route in this area would head north toward Platteville and have to cross the South Platte River, U .S. Highway 85, and the Union Pacific Rail Road . The Davis Substation is located north of Weld County Road 22 and east of Weld County Road 31 adjacent to an existing oil and gas facility. The proposed Wheeler Lake Substation is located southeast of Wheeler Lake, south of Weld County Road 28 and east of Weld County Road 21 . 1 .2.3.4 Wheeler Lake Substation to Firestone Trail Tap The proposed single-circuit 115kV transmission line between the proposed Wheeler Lake Substation and the Firestone Trail Tap would be approximately 5 miles. A route for this 6 May 2014 Southwest Weld Expansion Project Transmission Routing Study section of the project would have to cross the town of Firestone parcels, depending on final alignment. The proposed Wheeler Lake Substation is located southeast of Wheeler Lake, south of Weld County Road 28 and east of Weld County Road 21 . Two possible locations have been identified for the Firestone Trail Tap along the Firestone Trail; the first is located on the Firestone Trail southwest of the intersection of Weld County Roads 15 and 26, the second is located on the northeastern side of this same intersection and along the Firestone Trail . 1 .2.3.5 Greenhouse to Henry Lake The proposed single-circuit 230kV transmission line route between the proposed Greenhouse Substation and the existing Henry Lake Substation would be approximately 6.5 miles. A route for this section of the project would have to traverse land that has an existing transmission and pipeline corridor oriented north-south from the Henry Lake Substation. The proposed Greenhouse Substation site is located to the south of Barley Avenue and east of Weld County Road 31 . The existing Henry Lake Substation is located on the northwestern side of the intersection of Weld County Roads 4 and 33. The Henry Lake Substation is located in the city of Brighton. 1 .2.3.6 Greenhouse to Colfer The proposed double-circuit 230kV transmission line between the proposed Greenhouse Substation and the proposed Colfer Substation would be approximately 10 miles. A route for this section of the project could parallel Public Service Company of Colorado's, dba Xcel Energy (Xcel Energy), existing Fort Lupton to Pawnee transmission line to the north before turning east where it parallels Xcel Energy's existing Fort Lupton to Hudson transmission line before it turns south to reach the proposed Colfer Substation . The proposed Greenhouse Substation site is located to the south of Barley Avenue and east of Weld County Road 31 . The proposed Colfer Substation site is located just north of the Hudson Correctional Facility and west of Weld County Road 49. The route passes the Platte Valley Airpark and occurs partially within the city of Fort Lupton as it exits the Greenhouse Substation. 1 .2.3.7 Colfer to Rattlesnake Ridge The proposed double-circuit 230kV transmission line route between the proposed Colfer Substation and the proposed Rattlesnake Ridge Substation would be approximately 9 miles and may parallel Weld County Road 49 for some length of the route. The proposed Colfer Substation is located near the Hudson Compressor Station and west of Weld County Road 49. The proposed Rattlesnake Ridge Substation would be located in the vicinity of Weld County Road 49 and Weld County Road 32. 1 .2.3.8 Rattlesnake Ridge to Neres Canal The proposed double-circuit 230kV transmission line between the proposed Rattlesnake Ridge Substation and the proposed Neres Canal Substation would be approximately 6 miles and parallels Weld County Road 49 for some length of the route. The proposed Rattlesnake Ridge Substation would be located in the vicinity of Weld County Road 49 and Weld County May 2014 7 Southwest Weld Expansion Project Transmission Routing Study Road 32. The proposed Neres Canal Substation would be located near the intersection of Weld County Roads 49 and 42. 1 .2.3.9 Neres Canal to South Kersey The proposed double-circuit 115kV transmission line between the proposed Neres Canal Substation and the existing South Kersey Substation would be approximately 5 to 10 miles, depending on final alignment and would be located in agricultural land and oil and gas extraction areas. The proposed Neres Canal Substation would be located near the intersection of Weld County Roads 49 and 42. The existing South Kersey Substation is located on the northwestern corner of the intersection of Weld County Roads 51 and 50. The proposed transmission line would have to pass by the EastonNalley View airport. 2 . Route Selection Process Routing new transmission lines requires an open and comprehensive process that balances various factors including electric system planning ; economics; the natural , cultural , and environment; public involvement; regulatory requirements; land rights; and engineering. The route selection process for the Project was carried out by utilizing a multi-phase, multi-step approach as shown in Figure 2. Preliminary Route Route Comparison and Public Review and Route Identification Refinement Refinement STEP 1 . Define the project STEP 1 . Conduct a STEP 1 . Present routes to area based on required comparative analysis of the local government, interconnection points route segments and end-to- stakeholders and landowners end routes to obtain feedback STEP 2. Obtain resource data and conduct field STEP 2. Adjust or remove STEP 2. Identify a preferred reconnaissance route segments based on the route and a select number of results of the comparative feasible alternatives for STEP 3. Identify preliminary analysis permitting route segments Figure 2: Route Selection Process 2. 1 Existing ROWs and Opportunities for Collocation There are several existing transmission line corridors within the Project area that may offer opportunity for collocation. North of the proposed Greenhouse Substation there are three existing transmission lines that run north and south: the Fort St. Vrain to Riverdale double circuit 230kV owned by Xcel Energy; the Fort St. Vrain to Green Valley single circuit 230kV; and the Vasquez to Fort Lupton 115kV. The Fort St. Vrain to Green Valley single circuit 230kV turns from the north and south corridor and runs east to west in the eastern portion of the Project area. There are two single circuit 230kV transmission lines owned by Xcel Energy 8 May 2014 Southwest Weld Expansion Project Transmission Routing Study that run east to west in the eastern portion of the Project area: The Fort Lupton to Pawnee 230kV; and the Fort St. Vrain to Green Valley single circuit 230kV. South of these two transmission lines there is a single circuit Xcel Energy owned Hudson to Fort Lupton 115kV transmission line. South of Fort Lupton between the proposed Greenhouse Substation and the existing Henry Lake Substation there are two transmission lines: the Fort St. Vrain to Riverdale double circuit 230kV owned by Xcel Energy; and the Platte Valley to Fort Lupton single circuit 115kV owned by Xcel Energy. Some of these existing corridors are constrained by surrounding residential and oil and gas infrastructure development but would be utilized to the extent possible during route identification to avoid creating new linear disturbances. 2.2 Definition of Study Area The study area was determined by the Project interconnection points and to allow adequate area to identify multiple routes between each for analysis. The study area is located in southwest Weld County, Colorado, located in the northeast part of the state. The southern boundary of the Project area is located north of the Weld-Adams county line, also marked by Baseline Road/East 168`" Avenue. The southwestern boundary is Interstate 76 and the municipality of Hudson . The western boundary is roughly the town of Firestone and the Del Camino Substation location . The northern boundary is Colorado State Highway 66. The Project study area is shown on Figure 3. 2.3 Data Collection and Resource Mapping Publicly available data were obtained from multiple sources to identify resources within the Project area and to populate the comparative matrix that was used to calculate potential impacts as part of the alternatives analysis. Data were compiled in a geographic information system (GIS) database and mapped; the resulting resource maps are included as Appendix A. The list of figures included in Appendix A are summarized in Table 2-1 , including the sources of the resource data. Some data were digitized from aerial imagery, such as residences. Table 2-1 : Appendix A Figure List Figure Figure Title Data Source Number Figure A-1 2013 Aerial NAIP (2013) Aerial FigureA-2 Jurisdiction CoMap (2011 ), State Land Board (2013). National Conservation Easement Database (2013) Figure A-3 Land Use/Land Cover Colorado Vegetation Mapping v8 Figure A-4 Zoning Weld County (2013) Figure A-5 Potential Conservation Areas Colorado Natural Heritage Program (2013) Figure A-6 Development Colorado Department of Education (2011 ). U.S. Census (2010), Weld County (2013) Figure A-7 Game Species Habitat Colorado Parks and Wildlife (2013) May 2014 9 Southwest Weld Expansion Project Transmission Routing Study Table 2-1 : Appendix A Figure List Figure Figure Title Data Source Number Figure A-8 Avian Species Habitat Colorado Parks and Wildlife (2013) Figure A-9 Transportation BTS and CDOT (2013) Figure A-10 Surface Water National Hydrography Dataset (2010), Playa Lakes Joint Venture (2010). National Wetland Inventory (2010) Figure A-11 Historic Places National Register of Historic Places updated through (2012) Figure A-12 Water Wells Colorado Division of Water Resources (2014) Figure A-13 Oil and Gas Wells Colorado Oil and Gas Conservation Commission (2013) Figure A-14 Mines Colorado Division of Reclamation Mining and Safety Figure A-15 Topography USGS Figure A-16 Slope Derived from USGS 10-meter DEM Figure A-17 Utilities Ventyx (2013), Tri-State (2013) Figure A-18 Communications Federal Communications Commission (2012) Figure A-19 Prime Farmland NRCS SSURGO (2006) Figure A-20 Soil Erodibility NRCS SSURGO (2006) 2.3. 1 Land Use Land use in the Project area is mostly agricultural uses with residential and oil and gas development. A high density subdivided residential development is located north of Lochbuie, in Fort Lupton, north of the J . M. Shaffer Generation Facility and the proposed Greenhouse Substation location. Areas of low density residential development are northeast of Fort Lupton, in the U .S. Highway 85 corridor and near Frederick. Pasture/hay is found throughout the Project area, row crops on the western and extreme northern ends of the. Some fields are maintained as small grains or fallow. Center pivots are present throughout the area; however, they are more densely populated on the eastern side of the Project area. Land use and land cover are shown on Figure A-3. Farmland of statewide importance is present in the Project area. Farmland of statewide importance includes those that are nearly prime farmland and that economically produce high yields of crops when treated and managed according to acceptable farming methods. Some may produce as high a yield as prime farmlands if conditions are favorable (NRCS 2014). Farmland of statewide performance is shown on Figure A-19. Farmland of local importance is present in the Project area. In some local areas, there is concern for certain additional farmlands for the production of food, feed, fiber, forage, and oilseed crops, even though these lands are not identified as having national or statewide importance. Where appropriate, these lands are to be identified by the local agency or agencies concerned (NRCS 2014). 10 May 2014 l J 3 f O d d N O I S N Vd X 3 a 1 3 M 1S3MH1f OS (15 n3 s v a < r � m < 1 ! ! ! i . toil . ..: 5 , . ! ,. ein I 3 c:46`o -1O e M r rt LL She I I T �\ } CO3i a 6 I �S C t K ` Q 1 L. Ch •..1'(JfiI • I I I , ,,,, ,k; li a' ' / IIMI —OM"—S--!Mania al ; tt Il 1i '�L. ' ""1 � ss a— IMO I I Al Nq ` - v u .s»��-Is'2 Ira li 1 • .bJ —— 1� —saa----rI Ir ....„.„,, ,, z I . 3Io c ^� Ala . I I • I WW1 a II ,,....\e 1.4_ II tin Me M al an ISM tray I f . ivu IP St i ,y -� h u if 1 —1_____ I — \ a 1 I 1 I 1 -` • • i I cje '1/4 a—gm-6.n , -.01/2 le...---4:ilaffne i 1� .. r ....,,./dins i I- . I\-- 1 MINUIMIIIIS 1 K . . I Z. IC ® kit . L J , 1v N. 1 ■ I I I _ , : . cl t13 1 • M O L• n '1 1 ' a c I II = _.••n•ti•t••u•n ra• IMO r s,- -..;$ `. .. aI EQ ei J I 1114444 Z t 7 Z _ v O caa i' iilla g `+•, - saa— 111 1 3 4. 4. L . : ,fj .. r. �N�wT7 ' o �• I•. •�..'''gr"NA•AIMMIH•.r•.�..••.� of...OM 3Nia•A1N�1OD�..�..�..—.�.�..�. — .. ...ice..�..�. I t` •1• .,. . • • .., . .. . .. ti ...'71- rim _ — � u I 4 1 II Southwest Weld Expansion Project Transmission Routing Study Some areas are designated as prime farmland if drained and either protected from flooding or not frequently flooded during growing season, prime farmland if irrigated, and prime farmland if irrigated and the soil credibility is suitable for agriculture. Prime farmland is shown on Figure A-19. An organic diary operation, Aurora Organic Dairy Farm, is present located south of State Highway 66 and west of U .S . Highway 85 in the Project area. Per the U .S. Department of Agriculture, the Organic Foods Protection Act enacted under Title 21 of the 1990 Farm Bill, establishes uniform standards for organic foods. The presence of transmission lines are not recognized as a concern for organic certification (Midwest Energy News 2013). Another dairy operation is located along Weld County Highway 55, between Weld County Roads 48 and 50. Several egg and poultry farms are located in the Project area. The Sparebow Egg Farm is located northwest of Hudson. The Project area generally has low to moderate erodible soils. Areas of highly erodible soils are present near the Del Camino Substation and northwest of Hudson. Soil erodibility for the Project area is shown on Figure A-20. Several active mines or quarries are present in the Project area, located west of the U .S. Highway 85 corridor and north of Firestone. One additional active mine or quarry is located at the intersection of Weld County Roads 12 and 35, north of Lochbuie. Mines present in the Project area are shown on A-14. A portion of the Firestone Trail is located in the Project area. This section of the trail is not paved and the formally designated trail ends at Weld County Road 26 (Traillink 2014). The trail is an old train track bed more than 12 miles long. It connects a variety of neighborhood and regional parks, the Saint Vrain Legacy Trail, and the Colorado Front Range Trail (Firestone 2013). The formally designated trail stops at Weld County Road 26, but the old railroad bed continues in a northeasterly direction toward Greeley. 2.3.1 . 1 Land Cover The Project area land that is not used for agriculture is predominantly classified as mid to tall grass prairie with some areas of short grass prairie. Some areas are classified as shrub/scrub, land , mostly in the western side of the Project area. Some areas are classified by the Colorado Vegetation Mapping dataset as riparian grasses surrounding the South Platte River and the Saint Vrain Creek. Land use and land cover are shown on Figure A-3. Vegetation in the Project area is a mix of agricultural cover, grasses, and riparian plants in areas surrounding surface water. The western part of the Project area covers the riparian corridors of the Saint Vrain Creek and the South Platte River. The river corridors have riparian shrubs and sub-alpine/meadow riparian grasses, but are directly surrounded by cultivated pasture, hay, and row crops. The western part of the Project area that is not a riparian corridor is cultivated land with areas of mid to tall grass prairie and short grass prairie. Noxious and invasive weeds were observed during the field observation trips. Much of May 2014 13 Southwest Weld Expansion Project Transmission Routing Study this area deals with weed issues and Weld County has implemented a spraying, mowing, and reseeding program to help control growth (Weld County 2014b). The eastern part of the Project area is cultivated crop and center pivot irrigation , although in areas not irrigated, mid to tall grass prairie is the predominant vegetation cover. Vegetation cover is shown on Figure A-3. 2.3.1 .2 Weld County Comprehensive Plan The majority of the Project area is zoned as Zone A—Agricultural , with several areas zoned as Zone PD—Planned Unit Development (PD), near Lochbuie and Firestone. In addition, one small area south of Fort Lupton is zoned as Zone R-1 —Low Density Residential, while another area surrounded by the municipality of Fort Lupton is zoned as Zone C-3—Business Commercial . Two parcels north of the Del Camino Substation are zoned as Zone R-5—Mobile Home Residential. Zoning is shown on Figure A-4. Per the Weld County Code, the Agricultural Zone District is established to maintain and promote agriculture as an essential feature of Weld County. The Agricultural Zone District is intended to provide areas for the conduct of agricultural activities and activities related to agriculture and agricultural production without the interference of other incompatible land uses (Weld County 2008). The PD District is established to encourage flexibility and variety in the development of land to promote its most appropriate use, improve the design, character and quality of new development, facilitate the adequate and economical provision of public and private services, preserve the natural and scenic features of the development area, encourage an integrated planning approach, and ensure compatibility with the Weld County Code (Weld County 2008). The purpose of the R-1 Zone District is to provide areas in the county for single-family residential use that are located, designed, and developed in compliance with the Weld County Code and adopted master plans of affected municipalities (Weld County 2008). The purpose of the C-3 Zone District is to establish and preserve areas for activities that provide goods or services for the benefit of the general public or which require large amounts of space or high traffic volumes for generating business. The C-3 Zone District is to be located, designed, and operated in a manner that minimizes the undesirable impacts on the area in which they are located (Weld County 2008). The purpose of the R-5 Zone District is to provide areas in the county for mobile homes used for single-family residential occupancy. These areas are intended to be located, designed, and developed in compliance with the Weld County Code and the master plans of affected municipalities. 14 May 2014 Southwest Weld Expansion Project Transmission Routing Study The Weld County Comprehensive Plan, Chapter 22 of the Weld County Code, serves as the foundation of all land use and development regulations in the county (Weld County 2008). Per Chapter 23 Article 3 of the Weld County Code, utility service facilities are a use by right in the A (Agricultural) Zone District. the R- 1 Zone District, the C-3 Zone District, and the R-5 Zone District. A site plan review may be required if the proposed Project crosses the PD- zoned land because as utility service facilities are not considered a use by right. 2.3.1 .3 Development Southwestern Weld County is experiencing a boom in development due to oil and gas extraction activities. Oil and gas development is discussed in detail in Section 2.3. 1 .7. Oil and gas wells are shown on Figure A-13. Weld County's population is rapidly expanding and was one of the fastest growing counties in the nation during the past decade, with an average annual growth rate of 3.7 percent, twice the statewide average (Upstate Colorado Economic Development 2014b). Residential areas are located within the entire Project area , with the largest concentrations being within municipalities such as Lochbuie, Brighton, Fort Lupton, and Firestone and in subdivided county land. Subdivided land is located mainly around municipalities, although some subdivided land is located in unincorporated Weld County. The densest areas of subdivisions in unincorporated Weld County occur north of Fort Lupton. Many rural residences are located in the Project area, especially in the northern Project area south of the South Kersey Substation, south of Fort Lupton and north of Brighton, and east of Frederick and Firestone. Fewer rural residences are located just north of the existing Davis Substation. Development is shown on the Figure A-6. 2.3.1 .4 Public Facilities Public facilities in the Project area include schools, hospitals, and parks. The public facilities are generally located near the population centers, and are therefore centered on Fort Lupton . Public facilities associated with other towns are located outside of the Project area. No hospitals are located in the Project area. No state parks are located in the Project area; several local parks are located within the municipal boundary of Fort Lupton. The following parks are within Fort Lupton: Lancaster Park, Cannery Park, Koshio Park, and Lone Pine Park. Several schools are located within Fort Lupton in the Project area: Fort Lupton High School , Aims Community College, Twombly Elementary School, and Fort Lupton Middle School. Public Facilities are shown on the Figure A-6. 2.3.1 .5 Utilities Water wells are abundant in the Project area and may be used for domestic water supply or as a water supply associated with oil and gas wells. Water wells are concentrated in the May 2014 15 Southwest Weld Expansion Project Transmission Routing Study southern part of the Project area, especially around municipalities, subdivisions, and the U .S. Highway 85 corridor. Many transmission lines are present in the Project area due in part to the energy requirements of consumers in Weld County. Distribution lines mainly follow county roads in the rural parts of the Project area. The existing transmission lines provide electricity to the various substations throughout the Project area and can be described generally by corridor. The area near the Henry Lake Substation is the most congested in the Project area. The north-south corridor between Henry Lake and the proposed Greenhouse Substation siting area has a double circuit 230kV and 115kV transmission lines. A double circuit 230kV/115kV transmission line runs east to west just north of the Henry Lake Substation. North of Fort Lupton, a transmission corridor that runs north-south along Weld County Road 31 that has double circuit 230kV and 115kV transmission lines with additional 115kV and 230kV transmission lines paralleling the corridor for some length. A 230kV transmission line also runs from the proposed Greenhouse Substation siting area to the Davis Substation , and another 115kV line runs south from the Davis Substation along the same corridor for some of its length. Two additional 230kV transmission lines run east-west north of Weld County Road 22—one originates at the Davis Substation while the other originates at the Fort Saint Vrain Substation north of the Project area boundary. Near Hudson, there is a substation and a 115kV transmission line going east and west from the substation along Weld County Road 18, and south of Weld County Road 20, respectively. Communications facilities are present throughout the Project area but more abundant near municipalities and utility facilities. Some of the communications towers have guy wires that are used to stabilize the towers. Because the towers represent a relatively small and noncontiguous tract of land , they can be avoided during the routing phase of the Project. Utilities are shown on Figure A- 17. Communication towers are shown on Figure A- 18. 2.3.1 .6 Transportation There are several small private airports located in the Project area (Table 2-2). Easton/Valley View Airport is located just south of the South Kersey Substation; Beaugh field is located southeast of the South Kersey Substation; the Platte Valley Airpark is located just west of Hudson; the Tonga Airport is located northwest of the Davis Substation; and the Kaufman heliport is located east of Firestone. A Notice of Proposed Construction or Alteration (Form 7460-1 ) must be submitted for structures over 200 feet tall or for structures fewer than 200 feet tall that extend into regulated air space near an airport or as otherwise required under 14 CFR 77 Subpart B, Section 77.9. 16 May 2014 Southwest Weld Expansion Project Transmission Routing Study Table 2-2: Airports in Project Area Airport Name Private/Public Use Nearest Project Section Platte Valley Airpark Public Greenhouse Substation to Coffer Substation Tonga Private Davis Substation to Wheeler Lake Substation EastonNalley View Airport Public Neres Canal Substation to South Kersey Substation Beaugh Field Private Neres Canal Substation to South Kersey Substation Major highways and roads in the Project area include U .S. Highway 85, which runs in a north- south orientation bisecting the Project area. Colorado Highway 52 is also located in the Project area in an east-west orientation and bisects U .S . Highway 85 in Fort Lupton. Colorado Highway 66 forms the northern boundary of the Project area. Paved county roads in the Project area are oriented in a grid pattern typical of rural areas. In addition to the many paved roads, did county roads are present in the Project area. A Union Pacific Railroad is located in the Project area and parallels U . S. Highway 85.Transportation infrastructure is shown on Figure A-9. 2.3.1 .7 Oil and Gas Development Weld County is the second leading area in Colorado in the production of oil and gas (Weld County 2014a). Oil and gas activity has occurred for decades in Weld County, which is located in the Denver-Julesburg Basin and sits above the Wattenberg Field (Discover Weld 2014). It is estimated that there are 20,000 oil and gas wells in Weld County as of 2014 (Discover Weld 2014). In November 2011 , an announcement from Anadarko Petroleum Corporation stated that results from early drilling indicate that the company could produce the equivalent of 500 million to 1 .5 billion barrels of oil, natural gas liquids, and natural gas from a the Niobrara formation within the Wattenberg Field boundaries located in Weld County (Weld County 2013). Oil and gas wells are abundant throughout the Project area, although they are more prevalent in the northern part of the Project area. Dense oil and gas development is present throughout the Project area, with the exception of the area to the south of Colorado Highway 52 and within municipal boundaries. Oil and gas extraction companies use sound- and light-reducing walls around some oil well operations. These appear as two-story-tall temporary walls that screen operations from nearby residences. These temporary walls may also be constructed from hay bales. Many oil and gas wells operate 24 hours under some circumstances necessitating the mitigation measure. Figure A-13 shows oil and gas well locations and status. 2.3.1 .8 Pipelines Natural gas and oil pipelines are abundant in the Project area due to the prevalence of oil and gas development. In addition, there are many fiber optic and water pipelines throughout the May 2014 17 Southwest Weld Expansion Project Transmission Routing Study Project area. Smaller diameter pipelines generally parallel county roads and connect active producing oil and gas wells to collector and processing stations. Several larger pipelines in the utility corridor north of the Henry Lake Substation—at least five that run north-south through the Project area generally east of Weld County Road 33. There is an additional large pipeline located along Weld County Road 18 and west of Weld County Road 49. Accurate and complete mapping of gas pipeline locations was not readily available. During the routing and transmission line design phases, oil, gas, water, and fiber optic pipelines would be located to confirm accurate location, size, and right-of-way (ROW) width. A gas processing plant and receiving points are located adjacent and west of the Davis Substation; a gas processing plant is adjacent and south of the Colfer Substation ; and several receiving points are located near the proposed Greenhouse siting area. Publicly available data for pipelines are shown on Figure A- 17. 2.3.2 Jurisdiction The Project area is located in Weld County and parts of the municipalities of Hudson, Lochbuie, Brighton, Fort Lupton, Firestone, and Platteville. Within the Project area, there is land managed by the Colorado State Land Board located in Lochbuie, east of the proposed Greenhouse Substation, and in the northern part of the Project area south of South Kersey Substation. A parcel of land located south of Fort Lupton, just east of U . S. Highway 85 is owned by the Denver Water Board . This land appears to be used as a quarry. No federal lands, county-owned parcels, state parks, wildlife management areas, or school district- owned lands are present within the Project area. No known conservation easements are present in the Project area. The jurisdictions are shown on Figure A-2. 2. 3.3 Water Resources Several water features are present in the Project area including the South Platte River, Saint Vrain Creek, and numerous small reservoirs. 2.3.3.1 Surface Waters Surface waters occur infrequently in the Project area; agricultural land in the Project area is irrigated and has many reservoirs for farming. Surface waters in the Project area are located along the South Platte River, Saint Vrain Creek, Box Elder Creek and Reservoir, and the various reservoirs in the Project area. Many intermittent streams and irrigation ditches are present in the Project area. Several playa lakes may be present in the eastern portion of the Project area. These probable playas are associated with small reservoirs in the area. 18 May 2014 Southwest Weld Expansion Project Transmission Routing Study Transmission line structures can generally be placed outside of surface waters and the lines designed to span smaller open waters. Most surface waters within the Project area can likely be spanned by a transmission line. Surface waters are shown on Figure A-10. 2.3.3.2 Wetlands The best available wetland data were obtained from the U.S . Fish and Wildlife Service (USFWS) National Wetland Inventory (NWI ). NWI mapped wetlands in the Project area are located along the South Platte River and Saint Vrain Creek and are associated with the various reservoirs in the Project area. Wetlands are a protected resource under Section 404 of the Clean Water Act and transmission structures placed in wetlands constitute a permanent impact. Generally, wetlands and surface waters can be avoided through careful pole placement and spanning the transmission line across wetland areas. Wetlands are shown on Figure A- 10. 2.3.3.3 Floodplains Digital Federal Emergency Management Agency (FEMA) floodplain data were not available for the Project area. Floodplain maps were available on the Weld County Department of Planning Services website and were reviewed as part of the data collection and mapping phase of routing. Floodplains surround waterbodies; in the Project area this includes the South Platte River, St. Vrain Creek, Box Elder Creek, and small reservoirs (Weld County, 2014c). Tri-State would consult with Weld County if construction of the Project is proposed to be within a floodplain regarding any required permitting processes. 2.3.4 Biological Resources The sections that follow describe the special status species, fish and wildlife resources, vegetation, and potential conservation areas in the Project area. 2.3.4.1 Special Status Species The Endangered Species Act of 1973 defines the term "critical habitat" for a threatened or endangered species as specific areas within the geographical area occupied by the listed species on which are found physical or biological features that are essential to the conservation of the species and that may require special management considerations or protection; and specific areas outside the geographical area that are occupied by the listed species that are essential for the conservation of the species. Development within designated critical habitat is evaluated on a case-by-case basis. Habitat assessments should be conducted prior to permitting to determine potential issues related to special status species. The following federal special status species shown in Table 2-3 occur within Weld County. Bald Eagle occurrences are discussed in the avian species section below. No critical habitat for special status species is present within the Project area (USFWS 2014b, 2014a). May 2014 19 Southwest Weld Expansion Project Transmission Routing Study Table 2-3: Federal Special Status Species Common Name Scientific Name Status Birds Whooping Crane Grus Americana Experimental Population, Non-Essential Bald Eagle Haliaeetus leucocephalus Recovery American Peregrine Falcon Falco peregrinus anatum Recovery Mexican spotted owl Strix occidentalis lucida Threatened Piping Plover Charadrius melodus Threatened Least tern Sterna antillarum Endangered Flowering Plants Colorado Butterfly plan t Gaura neomexicana var. coloradensis Threatened Ute ladies'-tresses Spiranthes diluvaialis Threatened Mammals Black-footed ferret Mustela nigripes Experimental Population, Non-Essential Preble's meadow jumping mouse Zapus hudsonius preblei Threatened Source: USFWS (2014a) Colorado State Statute 33 (CRS Ann. Section 33-2 to 102- 106) directs the Colorado Department of Parks and Wildlife to keep a list of threatened and endangered species for the state. The following state special status species shown in Table 2-4 occur within Weld County. Table 2-4: State Special Status Species Common Name Scientific Name Status Birds Ferruginous Hawk Buteo regalis Special Concern Mountain Plover Charadrius montanus Special Concern Long-billed Curlew Numenius americanus Special Concern Bald Eagle Haliaeetus leucocephalus State Threatened Mammals Black-tailed Prairie Dog Cynomys ludovicianus Special Concern Swift Fox Vulpes velox Special Concern Black-footed Ferret Mustela nigripes State Endangered Meadow Jumping Mouse Zapus hudsonius preblei State Threatened Mollusks Cylindrical Papershell Anodontoides ferussacianus Special Concern Fish Northern Redbelly Dace Chrosomus eos State Endangered Source: CNHP (2013) 20 May 2014 Southwest Weld Expansion Project Transmission Routing Study 2.3.4.2 Fish and Wildlife Resources The sections that follow describe game, avian , and fish species habitat in the Project area. 2.3.4.2. 1 Game Species Habitat Game species that have habitat in the Project area include wild turkey, white-tailed deer, and mule deer. Most of these species habitats occur in the South Platte River and Saint Vrain Creek riparian areas. Wild turkey have winter range and winter concentration areas in the South Platte River west of U .S. Highway 85 and east of Firestone, and the Saint Vrain Creek riparian areas northeast of Firestone and overlapping the existing Del Camino Substation. White-tailed deer have winter range and concentration areas within the riparian corridor surrounding the South Platte River and Saint Vrain Creek. Mule deer have migration corridors along the South Platte River riparian corridor, and have severe winter range along the riparian corridor surrounding the South Platte River and Saint Vrain Creek. Game species habitat areas shown on Figure A-7. 2.3.4.2.2 Avian Species Habitat Avian species that have habitat in the Project area include Great Blue Heron and Bald Eagle. The Great Blue Heron has foraging areas located in the South Platte River and Saint Vrain Creek riparian areas. The Bald Eagle has nest sites located along Weld County Road 37 east of the proposed Greenhouse Substation location and east of the existing Davis Substation. Bald Eagle roost sites are also located along the South Platte River and Weld County Road 22and at Milton and Lower Lathum reservoirs, which are located just outside of the Project area near the South Kersey Substation. Bald Eagle winter concentration areas are located in the South Platte River and Saint Vrain Creek riparian areas. Avian species habitat areas are shown on Figure A-8. 2.3.4. 2.3 Fish Species Habitat No data were available for fish species habitat within the Project area. No special status fishes occur in Weld County. 2.3.4.3 Potential Conservation Areas The area surrounding the South Platte River through the Project area is designated as a potential conservation area (PCA) by the Colorado Natural Heritage Program (CNHP). The CNHP tracks and ranks Colorado's rare and imperiled species and habitat and provides scientific information and expertise to promote the conservation of Colorado's wealth of biological resources (CNHP 2013). Potential conservation areas were identified as such due to their biodiversity significance. No federal or state regulations prohibit the placement of transmission lines within PCAs, but they are considered to be sensitive areas because they may be utilized for conservation purposes. Data for PCAs within Colorado were obtained from the CHNP and are shown on Figure A-5. May 2014 21 Southwest Weld Expansion Project Transmission Routing Study 2.3.5 Socioeconomic and Community Resources Weld County's majors industries are oil and gas exploration and production, agriculture, manufacturing, and renewable energy (Upstate Colorado Economic Development 2014a). Oil and gas development is discussed in Section 2.3. 1 .7. Weld County leads the state in the production of sugar beets, grains, and beef cattle. The county is also a leader in the production of dry beans, potatoes, poultry and eggs, milk , and other dairy products (Discover Weld 2014). The county is consistently one of the top 10 economically producing agricultural counties in the entire United States (Weld County 2008). Weld County has a strong manufacturing sector, and many of the manufacturing businesses are agriculture related. No wind farms are located in the Project area. A large Vestas wind turbine blade and nacelle manufacturing plant is located at Weld County Road 8 and Denver Avenue, south of Fort Lupton. The plant is located adjacent to the Union Pacific Railroad to facilitate moving products to other destinations. According to U.S . Census Data, the 2012 population of Weld County was 263,691 . Weld County experienced a 4.3 percent growth between April 2010 and July 2013 (U .S. Census Bureau 2014). 2.3. 6 Cultural Resources Two historic places in the Project area are listed on the National Register of Historic Places (NRHP): Fort Vasquez and the Ottesen Grain Company Feed Mill. The Fort Vasquez Trading Post was constructed in 1835 and was the first permanent structure located along the South Platte River (History Colorado 2014). Traders used the fort for trade with Cheyenne and Arapahoe tribes. The fort was abandoned in 1842 and in the 1930s the Platteville community spearheaded an effort to reconstruct the adobe outpost with assistance from Weld County and the federal Works Progress Administration. The fort underwent a restoration in 2005. The fort was added to the NRHP in 1970 (#70000169).The fort complex now serves as a museum with permanent exhibits, Cheyenne tipi, store, information center, and a roadside marker that makes up the complex. The Ottesen Grain Company Feed Mill (#98001320) is another NRHP-listed site in the Project area. The site is located in Fort Lupton at the intersection of 71h Street and Main Street. The Ottesen Grain Company Feed Mill was added to the NRHP in 1998, and now operates as a restaurant (GoHistoric.com 2014). Historic places are shown on Figure A-11 . 2.3. 7 Aesthetics Weld County is generally flat with slopes between 0 and 10 percent in the majority of the Project area. There are some areas with steeper slopes, but these are located along the riparian corridors of the South Platte River, Saint Vrain Creek, and Box Elder Creek. 22 May 2014 Southwest Weld Expansion Project Transmission Routing Study Sensitive receptors could include rural residences, subdivisions, and municipalities. There are substantial vistas of the foothills and Rocky Mountains from Weld County. Homebuilders typically orient views from homes west toward the mountains. However, there are many existing industrial visual elements from the substantial oil and gas and development (well heads, drilling equipment and collector stations) and many transmission lines and substations in the area. 2 .4 Field Reconnaissance Three field reconnaissance trips were conducted by Tetra Tech in the Project area on January, 16; March, 6; and March 7, 2014. Tri-State staff has completed additional field trips and meetings with stakeholders and agencies that supplemented the information gathered by Tetra Tech. 2.4. 1 January 16, 2014 Tetra Tech conducted an initial field reconnaissance trip on January 16, 2014. During this trip the routing team obtained visual confirmation of the resources that were mapped for routing. The first leg of the field reconnaissance took place between the town of Hudson and the South Kersey Substation, located along Weld County roads 47, 49, 50, 51 , and 53. Generally, this area is developed with oil and gas extraction infrastructure, water pipelines, electrical transmission and distribution, center-pivot irrigation, gas pipelines, above-ground gas pipeline valves, buried fiber optic cables, residences, and other outbuildings. The second leg of the field reconnaissance took place in the southern part of the Project area between Hudson and the Adams-Weld county line (Baseline Road/168th Avenue) and north to the Henry Lake Substation . Similar to the first area that was visited, this area is developed with oil and gas extraction infrastructure, water pipelines, electrical transmission and distribution, center-pivot irrigation, gas pipelines, aboveground gas pipeline valves, buried fiber optic cables, residences, and other outbuildings. The third leg of the field reconnaissance trip included the areas north and west of Fort Lupton, the areas east and west of U .S. Highway 85, and the Davis and Del Camino substations. This area has several rivers and water reservoirs. The South Platte and Saint Vrain rivers are oriented north to south in this area. Many small reservoirs in the area are used to supply water for residential, agricultural , and industrial uses. In particular, there are many center-pivot irrigation operations and ditches in this part of the Project area . 2.4. 2 March 6 and 7, 2014 Tri-State and Tetra Tech conducted a second field reconnaissance trip on March 6 and 7 to explore preliminary routes that were identified after the initial field reconnaissance. During this trip, the routing team reviewed the preliminary routes to identify any additional constraints and/or route modifications. The team also reviewed an area that was added to the Project area after the initial reconnaissance trip. This area is located to the south and east of the May 2014 23 Southwest Weld Expansion Project Transmission Routing Study South Kersey Substation and provided space for additional route alternatives a further distance from the Easton/Valley View Airport and Beaugh Field. The first day of field reconnaissance took place on the eastern side of the Project area between the existing South Kersey Substation, the proposed Neres Canal Substation, the proposed Rattlesnake Ridge Substation, the proposed Colfer Substation, the proposed Greenhouse Substation and south to the existing Henry Lake Substation. The second day of field reconnaissance took place between on the western side of the Project area between the proposed Greenhouse Substation, the existing Davis Tap location, the existing Davis Substation, the proposed Wheeler Lake Substation, and the existing Firestone Trail Tap location. During this field reconnaissance, the routing team identified new oil and gas facilities that were recently built or are under construction, verified the location of residences, and identified pinch points where preliminary routes may need to be modified. 2.5 Routing Objectives The routing objectives for the Project are summarized in Table 2-5. Table 2-5: Routing Objectives Land Use Objectives Avoid oil and gas flare and vent facilities by 75 feet for height clearance Avoid gas pipelines by 75 feet. Avoid gas and water wells by 200 feet Parallel existing transmission lines where possible, while maintaining appropriate clearance Minimize number of transmission line crossings Favor routing transmission line through areas with existing and future land uses that are compatible with transmission lines such as industrial, commercial, and agricultural land uses. Avoid areas with existing and future land uses that are not compatible such as residential developments and high density land use Where they exist and are not constrained by crowding. parallel existing linear corridors (roads and transmission lines) Avoid occupied structures and other buildings Avoid homes and buildings, and other industrial structures such as oil and gas wells. so that the ROW is kept clear of existing structures Avoid impacts to local airports. both private and public Transportation Objectives Favor paralleling existing state highways and county and local roads where possible Land Cover Objectives Transmission line spans are approximately 700 feet to 800 feet therefore. avoid surface water or other land features such as ditches that are greater than 800 feet in width that cannot be spanned Minimize impacts to sensitive resources that exist in wetlands by spanning wetlands or routing around wetlands or through careful pole placement 24 May 2014 Southwest Weld Expansion Project Transmission Routing Study Table 2-5: Routing Objectives Existing Utility Infrastructure Objectives Assess feasibility of routing along existing transmission and distribution lines and existing pipelines Cultural and Historic Resources Objectives Avoid potential degradation of NRHP-listed sites by routing transmission line away from such sites Work with local county and municipalities to identify culturally sensitive landmarks or sites and avoid routing transmission line within these sites Biological Resources Objectives Reduce potential impacts to sensitive species habitat by identifying a Platte River crossing with existing disturbance (e.g.. road or transmission line crossings) Minimize impacts to avian species by avoiding nesting areas 3 . Identification of Route Alternatives Preliminary route segments (Appendix B) were identified based upon location of proposed and existing substation endpoints, the initial field reconnaissance trip, review of available data and a desktop analysis. The route alternatives were reviewed by segment during the second round of field reconnaissance trips and refined based up on observed on-the-ground conditions. End-to-end route alternative routes for each section of the Project are shown in Appendix C. Detailed sheet maps are included as Appendix D. The segments were then combined and compared using a comparative matrix. A comparative matrix was populated with key resource data on route segments and end-to-end route combinations (for each substation-to-substation section of the Project area) were created using a GIS database. The comparative matrix also incorporated routing criteria including length following existing linear features, number of residences in proximity to route segments, length crossing specific types of land cover and land uses, biological resources, and cultural resources. Potential impacts to resources were quantified and compared on a segment and end-to-end basis for each of the criteria. The complete data matrix showing the comparison of end-to-end routes is provided in Appendix E. Based on data presented in the comparative matrix, segments were further modified, removed from consideration, or added for further review. Route 1 described in the sections below refers to the route that performed the best in the comparative matrix, and the alternatives represent additional routes to be carried forward in the permitting process. 3.1 J. M. Shafer Substation to Greenhouse Substation Alternatives The J . M. Shafer Generation Facility Substation is located 1 ,500 feet to the northwest of the proposed site for the Greenhouse Substation. Alternative routes were not included in the comparative matrix for this section of the Project area. May 2014 25 Southwest Weld Expansion Project Transmission Routing Study 3.2 Greenhouse Substation to Henry Lake Substation Alternatives The preliminary routes for the proposed Greenhouse Substation to the Henry Lake Substation were identified along existing transmission lines and pipelines in the area as well as field lines. An existing utility corridor, which is located directly north of the Henry Lake Substation and going north toward Fort Lupton, presented an opportunity for routing, although a communication facility is located within the corridor and another transmission line running east-west that crosses the corridor. This route along the central utility corridor was adjusted slightly to accommodate separation to the communication facility and crossing of the existing transmission line. An additional route was identified to the west that makes use of less populated areas and field lines to proceed north to the proposed Greenhouse Substation site. The city of Fort Lupton has planned for a new road to the southeast of the proposed Greenhouse Substation site. The new road, oriented north-south, would be located between 9th Street and Colorado Highway 52. There may be an opportunity to parallel this future road with the proposed Greenhouse to Henry Lake segment of the Project; Tri-State would consult with the city of Fort Lupton to assess this opportunity. 3. 2. 1 Route 1 Route 1 makes use of the existing utility corridor between the Henry Lake Substation and the southern Fort Lupton area. At the proposed Greenhouse Substation site, Route 1 proceeds south and then east along the southern property line. The route parallels the southern property line, and then turns south approximately 0.4 mile east of Northrup Avenue and follows a road alignment proposed by Fort Lupton for approximately 0.5 mile to 9th Street/Weld County Road 14. The route then proceeds south mid-field toward Colorado Highway 52. The route continues south in this alignment and angles to the southeast toward the existing utilities corridor and continues south for approximately 4 miles toward the existing Henry Lake Substation. In the 4-mile length, the route angles out to the west to accommodate separation requirements for a 200-foot communications tower located just south of Weld County Road 6. After angling back to the east, the route continues south approximately and into the northwestern corner of the Henry Lake Substation site. 3. 2.2 Alternative Routes The Greenhouse Substation to Henry Lake Substation section of the Project has one end-to- end alternative (Alternative Route 2) and other segments that use parts from Route 1 , Alternative Route 2, and connector segments to create additional alternatives. Alternative Route 2 starts at the Greenhouse Substation and goes directly south out of the substation site, paralleling Weld County Road 31 for a short distance, and turns east to parallel the northern side of 9th Street/Weld County Road 14. Alternative Route 2 then turns south mid- field for approximately 2 miles. The route angles southeast to avoid a residence and outbuildings before continuing south for 0.8 mile. The route then turns west and parallels a property line for 0.3 mile before continuing south approximately 1 .5 miles mid-field. The route turns east to parallel the northern side of Weld County Road 4 and into the Henry Lake Substation from the western property line. 26 May 2014 Southwest Weld Expansion Project Transmission Routing Study Connector segment C7 is located in an east-west orientation approximately one section to the north of Weld County Road 6. This connector segment attaches the southern parts of Route 1 and Alternative Route 2 . Connector segment C6 is located along 9`f' Street just south of the proposed Greenhouse Substation site and would allow either Route 1 or Alternative Route 2 to enter the site by two different approaches. Connector segment C3 is located to the west of Northrup Avenue and would provide additional options for either Route 1 or Alternative Route 2 to enter the proposed Greenhouse Substation site by two different approaches (either C3 or C1 ). Connector segment C11 is located along 9"' Street, southeast of the proposed Greenhouse substation site. Segment C11 can be used to provide additional alternatives to connect into the eastern corridor of segments C6 and C9. 3.2. 3 Considered but Eliminated The possibility of identifying a route on the eastern side of the existing transmission line and pipeline utility corridor was explored in the preliminary phases of routing . A route in this area would have to cross the existing utility corridor twice and would be in closer proximity to an existing subdivision and was not explored further 3. 2.4 Comparative Analysis Seven end-to-end routes were analyzed in the comparative matrix. Route 1 , Alternative Route 2 and Alternative Route 3 were the top routes and generally follow the same alignment with slight variations . For the purpose of this analysis, three distinct route alternatives were chosen from the comparative matrix. Route 1 (segment combinations of C2, 010, C4, C6, and C9) has the shortest length and has the highest percentage of its length adjacent to existing linear features. Route 1 also has the fewest number of oil and gas wells within 200 feet of the centerline and the fewest number of center pivots within 75 feet of the centerline. Route 1 also has the fewest residences within 200 feet and 500 feet and the fewest number of parcels within the 150-foot ROW . Route 1 also has the fewest number of communications facilities within 200 feet of the centerline. Alternative Route 2 consists of segments C1 , 011 , C6, and C9. Alternative Route 3 consists of segments C9, C7, C5, and C1 . Segments are shown on maps in Appendix B and the three alternatives are shown on maps Appendix C. Select data from the comparative matrix are included in Table 3-1 . The full comparative matrix is included in Appendix E. Table 3-1 : Greenhouse to Henry Lake Comparative Data Alternative Alternative Comparative Criteria Route 1 Route 2 Route 3 Engineering Factors Overall length (miles) 6.18 6.25 6.21 Percent length adjacent to linear features—roads, rail. 60.28% 54.87% 18.29% transmission and distribution lines May 2014 27 Southwest Weld Expansion Project Transmission Routing Study Table 3-1 : Greenhouse to Henry Lake Comparative Data Alternative Alternative Comparative Criteria Route 1 Route 2 Route 3 Oil and Gas and Industrial Factors Oil and gas wells within 200 feet 0 0 0 Jurisdiction/Land Use Factors Center pivots within 75 feet 0 0 1 Residences and Other Structures Residences within 75-200 feet of centerline 0 0 1 Total residences within 500 feet of centerline 0 2 4 Number of parcels within 75 feet of centerline 18 20 22 Number of communication facilities within 75-200 feet of 2 2 2 centerline 3.3 Greenhouse Substation to Davis Tap The area between the Greenhouse Substation site and the Davis Tap is heavily congested with existing gas pipelines, electric transmission line, subdivided residential, and oil and gas wells and facilities. Portions of the preliminary routes for the Greenhouse Substation to Davis Tap were identified along the existing Davis to Fort Lupton transmission line. An additional route segment was identified to the east that uses a less populated area away from the subdivision on the eastern side of Fort Lupton. Several other options along property lines may exist in this area. Tri-State would conduct further research into underground utilities and hold landowner meetings to determine feasibility and preference for routing in this area as alternatives to Route 1 described below. 3.3. 1 Route 1 Route 1 begins at the proposed Greenhouse Substation site and heads due south for a short distance before turning east and heading across open field approximately 1 .5 miles before turning north and following existing oil and gas well access roads. Route 1 proceeds north for approximately 0.8 mile on the eastern side of Grant Street, adjacent to the existing transmission line, before making a slight jog to the east and back to the existing transmission alignment to avoid an oil and gas well facility. Route 1 proceeds an additional 0.9 mile north along the eastern side of Grant Street to the Davis Tap location . 3. 3. 2 Alternative Alternative Route 2 utilizes parts of Route 1 with slight variations. Instead of turning north along existing oil and gas well access roads to parallel the east side of Grant Street, Alternative Route 2 continues east for 0.5 mile before turning north along an existing gas well pipeline corridor and back to the east to rejoin the same alignment as Route 1 . Alternative Route 2 continues north for 0.8 mile before turning back to the west and rejoining Route 1 . 28 May 2014 Southwest Weld Expansion Project Transmission Routing Study 3.3.3 Considered but Eliminated No segments have been eliminated from consideration in the Greenhouse to Davis Tap section of the Project. 3.3.4 Comparative Matrix Two end-to-end routes were analyzed in the comparative matrix, and the Alternative Route 2 is made up of portions of Route 1 with slight variations. Route 1 (segment combinations of D1 , D2, D5, D6, and D7) is the shortest length and has the most percentage of its route adjacent to existing linear features. Route 1 also has the shortest length of the route in municipal land and the fewest parcels within 75 feet of the centerline. Neither route had any residences within 75 feet of the centerline. Both routes had one residence within 200 feet of the centerline. Alternative Route 2 consists of segments D1 , D2, D3, D4, D6, and D7. Segments are shown on maps in Appendix B and the alternatives are shown on maps Appendix C . Select data from the comparative matrix are included in Table 3-2. The full comparative matrix is included in Appendix E. Table 3-2: Greenhouse to Davis Tap Comparative Data Comparative Criteria Route 1 Alternative Route 2 Engineering Factors Overall length (miles) 3.65 4.55 Percent length adjacent to linear features—roads, rail, transmission and distribution lines 63.94% 51 .23% Jurisdiction/Land Use Factors Length in municipal land (miles) 0.79 0.94 Residences and Other Structures Number of parcels within 75 feet of centerline 11 12 3.4 Davis Substation to Wheeler Lake Substation The preliminary routes from the existing Davis Substation to the proposed Wheeler Lake Substation were identified primarily along existing pipelines, roads, and field lines in the Project area. An existing natural gas pipeline corridor that runs directly north out of the Davis Substation presented an opportunity for routing. Alternatives were chosen along field lines to the south and paralleling U .S. Highway 85. Routes were developed along county roads and other linear facilities to cross U .S . Highway 85 and the South Platte River. Routes were also developed to avoid impacts to the private Tonga Airport located south of Weld County Road 26 and east of U .S. Highway 85. May 2014 29 Southwest Weld Expansion Project Transmission Routing Study 3.4. 1 Route 1 Route 1 (made up of segments B17, B15, B14, B13, B6, B5, and B1 ) begins at the existing Davis Substation off of Weld County Road 22 and east of Weld County Road 31 . Route 1 proceeds directly north out of the northeastern corner of the substation site and proceeds west across open field between existing oil and gas facilities. Route 1 proceeds north, paralleling an existing gas pipeline corridor, approximately 1 .5 miles to and turns west to parallel Weld County Road 26 for approximately 3.2 miles until it crosses U.S . Highway 85 and proceeds another 1 .5 mile west on the western side of U .S. Highway 85. Weld County Road ends at this point, but the route continues along the same westerly alignment to cross the South Platte River. After crossing the South Platte River, the route continues west along the same alignment before turning northwest and following the western side of a ditch and property/field lines to the proposed Wheeler Lake Substation site. 3.4.2 Alternative Routes This section has two end-to-end route alternatives that share some common segments to create alternatives. Alternative Route 2 consists of segments B17, B16, B14, B12, B11 , B20, B19, B4, and B2, and is the northern alternative to Route 1 . Alternative Route 2 shares the first part of the route with Route 1 and begins at the existing Davis Substation off of Weld County Road 22 and east of Weld County Road 31 . Alternative Route 2 proceeds directly north out of the northeastern corner of the substation site and proceeds west and then north along the existing gas pipeline corridor until it joins up and follows the Route 1 alignment to Weld County Road 26. The route then proceeds north approximately 0.5 mile to and turns west to parallel the section line north of Weld County Road 26. Alternative Route 2 proceeds west along this section line for 2.5 miles. The route then jogs to the south and then west along property lines and a canal to avoid center pivot irrigation and continues west to the U .S. Highway 85 corridor. Alternative Route 2 parallels the U .S. Highway 85 corridor on the east side for approximately 0.4 mile. Alternative Route 2 crosses U .S. Highway 85 on the south side of Weld County Road 28. Alternative Route 2 then parallels Weld County Road 28 for approximately 2 miles to the west toward the proposed Wheeler Lake Substation site. The route crosses the road several times in this distance to accommodate residences, oil and gas wells, and other outbuildings along Weld County Road 28. At Weld County Road 211/2, Alternative Route 2 turns southwest and follows property lines into the proposed Wheeler Lake Substation site. Alternative Route 3 (made up of segments B7, B5, and B1 ) begins at the Davis Substation and proceeds south of the site and around the existing Anadarko facility to the south of the existing substation site. Alternative Route 3 turns west and follows a section line for approximately 3.5 miles due west to the U .S. Highway 85 corridor. This alignment makes a jog to avoid an oil and gas facility east of Weld County Road 31 . Alternative Route 3 then turns northwest along the eastern side of the Union Pacific Rail Road ROW and proceeds northwest along this alignment for 2. 5 miles to Weld County Road 26. Alternative Route 3 then joins Route 1 at Weld County Road 26 and shares the same alignment to the west and 30 May 2014 Southwest Weld Expansion Project Transmission Routing Study across the South Platte River. After crossing the South Platte River, the route continues west along the same alignment for another 0.5 mile before turning northwest and following the western side of a ditch and property lines to the proposed Wheeler Lake Substation site. 3.4.3 Considered but Eliminated Segments B3, B18, B9, and B8, and B10 were eliminated after the preliminary comparative analysis. Segment B18 was originally located along Weld County Road 28 between Weld County Road 33 until it reaches segment B8, approximately 2.5 miles to west. Segment B8 was located in a north-south orientation connecting segments along Weld County Road 28 to segments to the south . Segment B8 was eliminated after the other segments along Weld County Road 28 and east of U .S. Highway 85 were eliminated from further consideration because a connector segment was no longer needed. Segment B18 was eliminated because two better alternatives were available to the south along Weld County Road 26 and along section lines that did not interfere with the Weld County Road 28. The areas surrounding Weld County Road 28 are very congested with development. Segment B9 was located going north of Weld County Road 26 and connecting to Alternative Route 2 to the north. This segment was no longer needed to create additional alternatives in the area. Segment B3 was located along an existing 35kV transmission line and connected segments to segments along Weld County Road 28. This segment was no longer needed to create additional alternatives in the area and was eliminated. 3.4.4 Comparative Analysis Ten end-to-end routes were analyzed in the comparative matrix. For the purpose of this analysis, three distinct route alternatives were chosen from the comparative matrix. All of the routes analyzed in the comparative matrix had very similar characteristics when quantified . Route 1 (segments B17, B15, B14, B13, B6, B5, and B1 ) ranks the second best in its proximity to oil and gas wells and residences, is the shortest route, but does not have the most percentage of its route adjacent to existing linear features. While the comparative matrix reports three oil and gas facilities within 200 feet for Route 1 , these can be avoided with detailed routing and , depending on the well owner and operator, a closer distance for the setback could be negotiated. Segments are shown on maps in Appendix B and the alternatives are shown on maps in Appendix C. Select data from the comparative matrix are included in Table 3-3. The full comparative matrix is included in Appendix E. May 2014 31 Southwest Weld Expansion Project Transmission Routing Study Table 3-3: Davis Tap to Wheeler Lake Comparative Data Alternative Alternative Comparative Criteria Route 1 Route 2 Route 3 Engineering Factors Overall length (miles) 8.99 9.39 9.49 Percent length adjacent to linear features—roads. rail. 65.74% 73. 15% 49.12% transmission and distribution lines Oil and Gas and Industrial Factors Oil and gas wells within 200 feet 3 2 6 Oil and gas other facilities within 200 feet 1 8 3 Water wells within 75 feet 2 2 5 Jurisdiction/Land Use Factors Center pivots within 75 feet 1 7 0 Distance to closest airport (private) (miles) 0.46 0.93 1 .13 Residences and Other Structures Total residences within 200 feet of centerline 5 7 2 Total residences within 500 feet of centerline 7 12 6 • Number of parcels within 75 feet of centerline 36 48 48 Natural Resources Number of intermittent waterway crossings 1 2 2 Number of ditch crossings 10 10 9 3.5 Wheeler Lake Substation to the Firestone Trail Tap The preliminary routes for the proposed Wheeler Lake Substation to the Firestone Tap line were identified along existing roads and mid-field. Routes were identified to avoid populated and subdivided areas and town of Firestone municipal land. The alternative routes share some common segments. Two endpoints for this section of the Project are possible because the Firestone Trail Tap could be constructed at various locations along the existing 115kV transmission line depending on the final route identified . 3. 5. 1 Route 1 Route 1 is made up of segments A11 , A3, A7, A6, A4, and Al . As Route 1 leaves the proposed substation site, it heads west along segment A11 , which is comment to all alternatives. Route 1 then follows field lines to the south for approximately 0.25 mile before turning west along section lines between Weld County Roads 26 and 28. Route 1 follows this section line approximately 2 miles to the west. Route 1 turns south and follows section line 0.5 mile to Weld County Road 17 and follows this road south for approximately 0.5 mile. Route 1 then turns west and follows field lines for approximately 1 .25 miles to a point along the Firestone Trail where it would tap into the existing transmission line. 32 May 2014 Southwest Weld Expansion Project Transmission Routing Study 3.5. 2 Alternative Routes Alternative Route 2 consists of segments A11 , A3, A2, and Al and is the most southern of the three alternatives. Alternative Route 2 shares the same initial segments with Route 1 (All and A3), which begins on the western side of the proposed Wheeler Lake Substation site and follows field lines to the south for approximately 0.25 mile to the south. Alternative Route 2 then continues south along the same alignment, following field lines for approximately 1 mile. This section of segment A2 has a slight jog to the east near Weld County Road 26 to avoid an existing substation . Approximately 0.5 mile south of Weld County Road 26, the Alternative Route 2 turns west and follows field lines for approximately 2 miles before rejoining the proposed route to a point along the Firestone Trail where it would tap into the existing transmission line. Alternative Route 3 consists of segment All , A9, and A8. Alternative Route 3 begins at the proposed Wheeler Lake Substation site and runs north along the western edge of the property line for approximately 0. 5 mile before turning west and following Weld County Road 28. Alternative Route 3 follows Weld County Road 28 for approximately 2.3 miles to the west. The route follows the road around Wheeler Lake, on the southern side, and makes several other jogs along the 2.3 mile length to avoid residences and municipal land. At Weld County Road 17, Alterative Route 3 turns southwest to join the Firestone Trail corridor for approximately 1 mile to a point along the Firestone Trail where it taps into the existing transmission line. 3.5.3 Considered but Eliminated Two segments were eliminated from consideration on the Wheeler Lake to Firestone Trail Tap section of the Project. Segments A5 and A10 were eliminated because it was originally a connector segment that was not needed after the three alternative routes were identified. 3. 5.4 Comparative Matrix Six end-to-end routes were analyzed in the comparative matrix and three were included in this analysis. Route 1 and Alternative Route 2 share some common segments. Route 1 (segment combinations of All , A3, A7, A6, A4, and Al ) is not the shortest length, nor does it have the most percentage of its route adjacent to existing linear features; however, Route 1 has the fewest oil and gas facilities within 75 feet and within 200 feet of the centerline. Route 1 also has the fewest residences with the ROW within 200 feet and within 500 feet of the centerline. Alternative Route 2 consists of segments A11 , A3, A2, and Al and Alternative Route 3 consists of segments All , A9, and A8. Segments are shown on maps in Appendix B and the alternatives are shown on maps Appendix C. Select data from the comparative matrix are included in Table 3-4. The full comparative matrix is included in Appendix E. May 2014 33 Southwest Weld Expansion Project Transmission Routing Study Table 3-4: Wheeler Lake to Firestone Trail Tap Comparative Data Alternative Alternative Route 1 Route 2 Route 3 Engineering Factors Overall length (miles) 4.89 4.96 4.24 Number of road crossings 3 4 5 • • Length adjacent to roads (within 75 feet) (miles) 0.61 0.12 2.18 Percent length adjacent to linear features—roads, rail. transmission 41 .29% 64.82% 58.20% and distribution lines Oil and Gas and Industrial Factors Oil and gas wells within 75 feet 0 0 3 Oil and gas wells within 200 feet 2 2 7 Oil and gas other facilities within 75 feet 0 0 6 Oil and gas other facilities within 200 feet 4 5 16 Jurisdiction/Land Use Factors Center pivots within 75 feet 5 2 4 Length in municipal land (miles) 0.26 0.76 0 Residences and Other Structures Residences within 75 feet of centerline 0 0 1 • Residences within 75-200 feet of centerline 1 2 6 • Total residences within 200 feet of centerline 1 2 7 • Total residences within 500 feet of centerline 3 9 13 3.6 Greenhouse Substation to Colfer Substation The preliminary routes for the existing Greenhouse Substation to the proposed Colfer Substation were identified along existing transmission lines, roads, and field lines in the area. An existing 115kV transmission line corridor running east-west presented an opportunity for routing. Alternatives were chosen along field lines to the north and paralleling Colorado Highway 52 to the south to provide alternatives that avoids Platte Valley Airpark, a public airport east of Fort Lupton. 3. 6. 1 Route 1 Route 1 consists of segments E1 , E2, E3, E4, E5, E6, E10 , E13, and E14. Route 1 begins at the proposed Greenhouse Substation site and proceeds mid-field to the east approximately 1 .5 miles before it turns north and jogs east to Weld County Road 35. Route 1 then follows the existing 115kV transmission line approximately 5 miles to the east toward the proposed Colfer Substation site. This segment makes a jog near Weld County Road 39 to avoid a center pivot and residence and then continues east. Route 1 then turns south at an existing 34 May 2014 Southwest Weld Expansion Project Transmission Routing Study access road and goes south for approximately 0.4 mile before ending at the proposed Colfer Substation site. 3. 6. 2 Alternative Routes Alternative Route 2 consists of segments E1 , E2, E3, E4, E5, E7 , E9, E12, and E14 and is the northernmost alternative of the three in this section of the Project. Alternative Route 2 shares segments El , E2, E3, E4, and E5 with Route 1 , but splits off and continues north 0.5 mile at the point where Route 1 turns east and parallels the existing transmission line. Alternative Route 2 continues north along property lines to Weld County Road 20 where it turns east and follows the road for approximately 5 miles. Segments E7 and E9 of Alternative Route 2, located along Weld County Road 20 jogs to the north and south across the road to avoid oil and gas facilities, residences, and other structures. Alternative Route 2 then turns south and follows property lines to the proposed Colfer Substation site. Alternative Route 3 (made up of segments E1 , E2, El 1 , E13, and E14) is the southernmost of the three route alternatives in this section of the Project. Alternative Route 3 follows the same segments (El and E2) as the other two routes out of the proposed Greenhouse Substation site and east toward Weld County Road 35. Alternative Route 3 continues east 0.5 mile toward Weld County Road 35 where it turns south and follows the road for approximately 1 mile. Alternative Route 3 then turns east and follows Colorado Highway 52 for approximately 3.5 miles. The route then turns north and follows section lines approximately 0.5 mile to the east of Weld County Road 41 . Alternative Route 3 then goes north and northeast for approximately 3 miles to the existing transmission line corridor. Alternative Route 3 then shares segments E13 and E14 with Route 1 into the Colfer Substation. 3. 6.3 Considered but Eliminated Segment E8 was eliminated after the preliminary comparative analysis. Segment E8 was originally located along Weld County Road 39 and connected the middle route (Route 1 ) to the northernmost route (Alternative Route 2). Segment B11 was eliminated because it was no longer needed to create additional alternatives in the area. 3. 6.4 Comparative Analysis Five end-to-end routes were analyzed in the comparative matrix. For the purpose of this analysis, three distinct route alternatives were chosen from the comparative matrix. Route 1 was the shortest route and had the fewest oil and gas facilities within 200 feet of the centerline. Route 1 is the closest to Platte Valley Airpark, but because an existing transmission line is there, and based on input received from the owner of Platte Valley Airpark, it is anticipated that a successful Federal Aviation Administration (FAA) filing for the Project could be developed in this corridor. Route 1 also has the fewest residences within 75 to 200 feet of the centerline and within 500 feet of the centerline. None of these routes has any residences within the ROW . May 2014 35 Southwest Weld Expansion Project Transmission Routing Study Alternative Route 2 consists of segments El , E2, E3, E4, E5, E7, E9, E12, and E14. Alternative Route 3 consists of segments El , E2, E11 , E13, and E14. Segments are shown on maps in Appendix B and the alternatives are shown on maps Appendix C. Select data from the comparative matrix are included in Table 3-5. The full comparative matrix is included in Appendix E. Table 3-5: Greenhouse to Colfer Comparative Data Alternative Alternative Route Route 1 Route 2 3 Engineering Factors Overall length (miles) 9.52 10.49 11 .03 Percent length adjacent to linear features—roads, rail. 80.71 % 78.58% 70.84% transmission and distribution lines Oil and Gas and Industrial Factors Oil and gas wells within 200 feet 4 14 6 Jurisdiction/Land Use Factors Distance to closest airport (public) (miles) 1 .33 1 .89 1 .52 Residences and Other Structures Residences within 75-200 feet of centerline 0 2 7 Total residences within 500 feet of centerline 5 5 16 Natural Resources Length crossing wetlands (miles) 0.08 0 0.90 3.7 Colfer Substation to Rattlesnake Ridge Substation The preliminary routes for the proposed Colfer Substation to the proposed Rattlesnake Ridge Substation were identified along existing transmission lines, roads, and field lines in the area. This section of the Project has three alternative routes. The future land use of the Weld County Road 49 corridor is uncertain due to work associated with the Weld County Road 49 Corridor Improvements Plan. Safety improvements may result in the road being expanded; however, final construction schedule and engineering details are still being worked out. Currently, Weld County Road 49 is very congested and not ideal for routing. 3. 7. 1 Route 1 Route 1 consists of segments F1 , F2, F4, F6, F7, and F15. Route 1 begins at the proposed Colfer Substation site and proceeds north along an existing access road for approximately 1 mile before turning east and following field lines for approximately 2 miles. Approximately 0.25 mile west of Weld County Road 49, Route 1 turns north and parallels an existing 115kV transmission line for approximately 1 mile and then, at Weld County Road 22, the route turns east and continues to parallel the existing transmission for transmission line another mile. At Weld County Road 51 , the route turns north and proceeds along the existing transmission 36 May 2014 Southwest Weld Expansion Project Transmission Routing Study line, existing access roads, and field lines for approximately 4 miles. The route then turns back to the west toward Weld County Road 49 and follows field lines for approximately 1 mile until it reaches Weld County Road 49. Route 1 then parallels the western side of Weld County Road 49 north for 0.5 mile into the proposed Rattlesnake Ridge Substation area. 3. 7. 2 Alternatives Three alternatives were developed for this section of the Project. The alternatives share common segments Fl , F2, and F15 and the same beginning and end of route. Alternative Route 2 consists of segments F1 , F2, F4, F5, F11 , F17, F18, and F15. The route begins at the proposed Colfer Substation site and proceeds north along an existing access road for approximately 1 mile before turning east and following field lines for approximately 1 mile. The route then turns north and follows section lines for approximately 3.6 miles, making a jog to avoid an oil and gas facility. The route then turns northeast to avoid a center pivot circle before continuing north for approximately 1 mile to Weld County Road 30. The route then turns east along Weld County Road 30 for approximately 0.5 mile and ends at the proposed Rattlesnake Ridge Substation area. Alternative Route 3 consists of segments Fl , F2, F3, F10, F13, F18, and F15. Alternative Route 3 begins at the proposed Colfer Substation site and proceeds north along an existing access road for approximately 1 mile before turning east and following field lines for approximately 0.5 mile. The route then turns to the north and proceeds north along an existing access road for approximately 1 . 1 miles past Weld County Road 22, and then turns northwest. The route proceeds northwest midfield for approximately 1 mile before turning west and then turning north to cross an existing transmission corridor. The route follows section and field lines for approximately 3 miles to the north to Weld County Road 30. The route then turns east and parallels Weld County Road 30 for approximately 2 miles, making two jogs across the road to avoid oil and gas facilities. The route reaches Weld County Road 49 and turns north to follow the western side of the road into the proposed Rattlesnake Ridge Substation area. 3. 7.3 Considered but Eliminated Four segments were considered but eliminated from further study. Segment F14 was eliminated after the preliminary comparative analysis. Segment F14 was originally located along field lines and existing access roads and connected the western route alternatives into the proposed Rattlesnake Ridge Substation site. Segment F14 was eliminated because it was no longer needed to create additional alternatives in the area. Segments F8 and F12 were located along Weld County Road 49 and were considered but eliminated because of uncertainty about the future expansion of the road and potential to develop a transmission line in the area. Segment F16 connected segments to the west of Weld County Road 49 to segments along Weld County Road 49. Since the segments along Weld County Road 49 were eliminated, connector segment F16 was not needed anymore. May 2014 37 Southwest Weld Expansion Project Transmission Routing Study 3. 7.4 Comparative Analysis Six end-to-end routes were analyzed in the comparative matrix. For the purpose of this analysis, three distinct route alternatives were chosen from the comparative matrix. Route 1 was not the shortest route, but it has the most adjacency to existing linear facilities, and it has the fewest oil and gas facilities and residences within 200 feet. Route 1 has the fewest residences within 500 feet of the centerline. None of these routes has any residences within the proposed ROW distance. Route 1 consists of segments F1 , F2, F4, F6, F7, and F15. Alternative Route 2 consists of segments F1 , F2, F4, F5 , F11 , F17, F18, and F15. Alternative Route 3 consists of segments Fl , F2, F3, F10, F13, and F15. Segments are shown on maps in Appendix B and the alternatives are shown on maps Appendix C. Select data from the comparative matrix are included in Table 3-6. The full comparative matrix is included in Appendix E. Table 3-6: Colfer to Rattlesnake Ridge Comparative Data Route 1 Alternative Route 2 Alternative Route 3 Engineering Factors Overall length (miles) 10.20 8. 13 8.59 Percent length adjacent to linear feature—roads. rail, 71 .05% 58.55% 61 .19% transmission and distribution lines Oil and Gas and Industrial Factors Oil and gas wells within 200 feet 0 5 1 Oil and gas other facilities within 75 feet 0 0 0 Oil and gas other facilities within 200 feet 4 2 7 Jurisdiction/Land Use Factors Center pivots within 75 feet 1 7 4 Residences and Other Structures Total residences within 200 feet of centerline 2 2 4 Total residences within 500 feet of centerline 3 3 11 3.8 Rattlesnake Ridge Substation to Neres Canal Substation The preliminary routes for the proposed Rattlesnake Ridge Substation to the proposed Neres Canal Substation were identified along existing roads and field lines in the area . This section of the Project has four alternatives. Weld County Road 49 is also located in this section of the project but is less congested in some areas than in the Colfer Substation to Rattlesnake Ridge Substation area. 3.8. 1 Route 1 Route 1 consists of segments G1 , G3, G5, G6, G10, and G14. Route 1 begins at the proposed Rattlesnake Ridge Substation site and proceeds north along the western side of 38 May 2014 Southwest Weld Expansion Project Transmission Routing Study Weld County Road 49 for approximately 0.5 mile. At the intersection of Weld County Roads 49 and 32, Route 1 angles to the northeast across open land for approximately 0. 5 mile to the half section line . The route continues north along the half section line for approximately 0.75 mile and again angles for approximately 0.25 mile to the northeast to avoid oil and gas wells. The route continues straight north through open field for approximately 0.75 mile to Weld County Road 36. At Weld County Road 36, the route turns west and parallels the southern side of the road for approximately 0.5 mile to Weld County Road 49. At Weld County Road 49, the route turns north and parallels the eastern side of the road , crosses over to the western side to avoid a residence and oil and gas facilities and crosses back to the eastern side. The route continues north and crosses to the western side of the road again to avoid a residence on the eastern side of Weld County Road 49. The route continues on the western side of the road for approximately 1 . 5 miles and makes a jog around oil and gas facilities north of Weld County Road 40. North of Weld County Road 40, the route crosses back to the eastern side of the road and continues north into the proposed Neres Canal Substation site. 3. 8. 2 Alternatives Four distinct route alternatives were developed for this section of the Project because of uncertainty surrounding the future expansion of Weld County Road 49. The alternatives share segment G1 . Alternative Route 2 consists of segments G1 , G2, G6, G10, and G14. Alternative Route 2 shares much of the same alignment with Route 1 . Alternative Route 2 begins at the proposed Rattlesnake Ridge Substation area and proceeds north along the western side of Weld County Road 49 for approximately 5.5 miles. The route begins on the eastern side of the road and proceeds north for approximately 1 . 15 miles and crosses to the western side just south of Weld County Road 34 to avoid homes. The route continues on the western side of the road for approximately 0.9 mile and then crosses to the eastern side again to avoid oil and gas wells. The route parallels the eastern side of the road for approximately 0.8 mile, crosses over to the western side to avoid a residence and oil and gas facilities, and crosses back to the eastern side. The route continues north and crosses to the western side of the road again to avoid a residence on the eastern side of Weld County Road 49. The route continues on the western side of the road for approximately 1 .5 miles and makes a jog around oil and gas facilities north of Weld County Road 40. North of Weld County Road 40 the route crosses back to the eastern side of the road and continues north into the proposed Neres Canal Substation site. Alternative Route 3 consists of G1 , G3, G7, G11 , and G15. Alternative Route 3 shares some of the same segments with Route 1 . Alternative Route 3 begins at the proposed Rattlesnake Ridge Substation site and proceeds north along the western side of Weld County Road 49 for approximately 0.5 mile. At the intersection of Weld County Roads 49 and 32, Alternative Route 3 angles to the northeast across open land for approximately 0.5 mile to the half section line. The route continues north along the half section line for approximately 0.75 mile and again angles for approximately 0.25 mile to the northeast to avoid oil and gas wells. The May 2014 39 Southwest Weld Expansion Project Transmission Routing Study route continues straight north and northwest through open field for approximately 3.6 miles to avoid residences and oil and gas facilities. Just south of Weld County Road 42, the route turns west and northwest and continues into the proposed Neres Canal Substation site. Alternative Route 4 consists of segment G1 , G4, G12, and G15 and is the easternmost route. Alternative Route 4 begins at the proposed Rattlesnake Ridge Substation site and proceeds north along the western side of Weld County Road 49 for approximately 0.5 mile. The route turns east along the southern side of Weld County Road 32 for approximately 0.9 mile and turns north , crosses Weld County Road 51 , and parallels the eastern side of Weld County Road 51 for 0.3 mile. The route then angles to the northeast and continues to the east of Weld County Road 51 for approximately 0.5 mile to avoid a feed lot operation. At Weld County Road 34, where Weld County Road 51 ends, the route turns west and continues north. Alternative Route 4 continues north for approximately 3 miles and makes a jog to avoid a center-pivot circle. At Weld County Road 40, the route turns west for about 0.5 mile before turning north and continuing north and northwest through open field to the proposed Neres Canal Substation site. 3. 8.3 Considered but Eliminated Segments G8 and G13 were originally connector segments between the western and central route alternatives . These two segments were eliminated after the preliminary comparative analysis. Segments G8 and G14 were eliminated because they were no longer needed to create additional alternatives in the area. 3. 8.4 Comparative Analysis Eight end-to-end routes were analyzed in the comparative matrix. For the purpose of this analysis, four distinct route alternatives were chosen from the comparative matrix. Route 1 is not the shortest, nor does it have the most adjacency. Route 1 has the fewest oil and gas wells within 200 feet and also has the fewest residences within 75-200 feet of the centerline and within 200 feet of the centerline and has the second fewest residences within 500 feet. None of these routes has any residences within the ROW. Route 1 consists of segments G1 , G3, G5 , G6, G10, and G14 . Alternative Route 2 consists of segments G1 , G2, G6, G10, and G14. Alternative Route 3 consists of segments G1 , G3, G7, G11 , and G15. Alternative Route 4 consists of segments G1 , G4, G12, and G15. Segments are shown on maps in Appendix B and the alternatives are shown on maps Appendix C. Select data from the comparative matrix are included in Table 3-7. The full comparative matrix is included in Appendix E. 40 May 2014 Southwest Weld Expansion Project Transmission Routing Study Table 3-7: Rattlesnake Ridge to Neres Canal Comparative Data Alternative Alternative Alternative Route 1 Route 2 Route 3 Route 4 Engineering Factors Overall length (miles) 6.35 5.56 6.15 7.52 Percent length adjacent to linear features—roads. rail. 51 .38% 82.35% 8.59% 39.65% transmission and distribution lines Oil and Gas and Industrial Factors Oil and gas wells within 200 feet 0 0 0 4 Oil and gas other facilities within 200 feet 7 5 2 7 Jurisdiction/Land Use Factors Center pivots within 75 feet i 0 , 0 I 0 I 2 Residences and Other Structures Residences within 75-200 feet of centerline 0 3 0 2 Total residences within 200 feet of centerline 0 3 0 2 Total residences within 500 feet of centerline 12 20 11 14 3.9 Neres Canal Substation to South Kersey Substation The preliminary routes for the proposed Neres Canal Substation to the existing South Kersey Substation were identified along existing roads and field lines in the area. This section of the Project has three alternatives . The Easton/Valley View Airport, which is located approximately 1 .5 miles from Weld County Road 51 , adds some uncertainty related to the analysis because of the FAA 7460-1 filing and approval process that would be required for a route near the airport. It is not clear whether the FAA would approve a route along Weld County Road 51 , so an alternative segment is discussed to the segment in this area. 3. 9. 1 Route 1 Route 1 consists of segments H1 , H3, H4, H15, H13, H18. H23, H24, and H21 . Route 1 begins at the proposed Neres Canal Substation site and goes northeast across Weld County Road 42 and back southeast toward the intersection of Weld County Road 51 and Weld County Road 42. The route was developed in this way to avoid a center pivot circle, residences, and oil and gas facilities, The route then turns north and parallels the western side of Weld County Road 51 for approximately 0. 5 mile before crossing the road and paralleling the eastern side of the road for 0.3 mile to Weld County Road 44. Route 1 then parallels the northern side of Weld County Road 44 for approximately 0.5 mile and turns north to run along property lines for approximately 2 miles. The route turns west at Weld County Road 48 and parallels the northern side of the road for approximately 0.25 mile and then turns north and follows field lines for approximately 0.5 mile. The route then turns west again and follows a property line and goes mid-field for approximately 0.3 miles to Weld County Road 51 . The route parallels the eastern side of Weld County Road 51 for May 2014 41 Southwest Weld Expansion Project Transmission Routing Study approximately 0.5 mile, crosses Weld County Road 50 and proceeds northwest to the South Kersey Substation site. Segment H23 is located within 0.3 miles of a private airstrip called Beaugh Field. Tri-State will conduct landowner consultation to determine detailed routing in this area. 3. 9.2 Alternatives Alternative Route 2 consists of segments H1 , H2, H12, H2O, H24, and H21 . Alternative Route 2 goes north out of the proposed Neres Canal Substation site and continues north along Weld County Road 49 for approximately 1 mile, starting on the eastern side, crossing over to the western side to avoid oil and gas wells, and turns back to the road alignment to parallel the road on the western side to Weld County Road 44 . At Weld County Road 44, the route turns to the east and parallels the southern side of the road , and then crosses and parallels the north side of the road to avoid oil and gas wells. Once the route reaches Weld County Road 48, it crosses the road and turns to the north. This route continues north along the eastern side of Weld County Road 51 for approximately 1 mile before crossing and paralleling the western side of the road for 1 mile. This route makes some jogs to avoid residences and oil and gas facilities. The route continues north along Weld County Road 51 from Weld County Road 44 to Weld County Road 50, approximately 3 miles. Alternative Route 3 consists of segments H1 , H3, H5, H7, H9, H14, H17, H19, and H21 and is the easternmost alternative that was created to maximize distance between the proposed transmission line and the Easton/Valley View Airport. Alternative Route 3 begins at the proposed Neres Canal Substation site and goes north and then east along Weld County Road 42. Route 3 goes northeast across Weld County Road 42 and back southeast toward the intersection of Weld County Road 51 and Weld County Road 42. The route was developed in this way to avoid a center pivot circle, residences, and oil and gas facilities. The route parallels Weld County Road 42 for approximately 3 mile until it reaches Weld County Road 55, where it turns north and proceeds for 0.25 mile and then turns east for another 0.25 mile and follows existing field lines. The route then turns to the north and continues along field lines for approximately 1 .75 miles with a jog around a center pivot circle. At Weld County Road 46, the route turns east and parallels the southern side of the road for approximately 0.25 mile before turning north again along existing field lines. The route continues north along this alignment for approximately 2 miles making two large jogs to the west to avoid oil and gas facilities. At Weld County Road 50, the route turns west and parallels the southern side of the road for 0. 5 mile, crosses the road for 1 .0 mile and makes a jog to the south to avoid an oil and gas well. The route continues west and crosses back to the southern side of the road and, at Weld County Road 51 , it turns northwest to enter to existing South Kersey Substation . 3. 9.3 Considered but Eliminated Segments H6, H8, H10, H11 , H16, and H22 were originally connector segments between the eastern route and other route alternatives further to the west. These segments were eliminated after the preliminary comparative analysis because they were no longer needed to create additional alternatives in the area. 42 May 2014 Southwest Weld Expansion Project Transmission Routing Study 3. 9.4 Comparative Analysis Eight end-to-end routes were analyzed in the comparative matrix. For the purpose of this analysis, three distinct route alternatives were chosen from the comparative matrix. Route 1 has the second shortest length; however, as mentioned in Section 2.2. 1 .6, it may not be feasible due transmission structure height restrictions based on the proximity of the Easton/Valley View Airport. Route 1 and Alternative Route 2 have the fewest residences within 200 feet of the centerline, but Route 1 has fewer residences within 500 feet of the centerline. Route 1 consists of segments H1 , H3, H4, H15, H13, H18, H23, H24, and H21 . Alternative Route 2 consists of segments H1 , H2, H12, H20, H24, and H21 . Alternative Route 3 consists of segments H1 , H3, H5, H7, H9, H14, H17, H19, and H21 . Segments are shown on maps in Appendix B and the alternatives are shown on maps Appendix C. Select data from the comparative matrix are included in Table 3-8. The full comparative matrix is included in Appendix E. Table 3-8: Neres Canal to South Kersey Comparative Data Route 1 Alternative Route 2 Alternative Route 3 Engineering Factors Overall length (miles) 6. 17 5.41 10.37 Percent length adjacent to linear features—roads, rail. 39.18% 73.52% 45.82% transmission and distribution lines Oil and Gas and Industrial Factors Oil and gas wells within 200 feet 1 1 5 Oil and gas other facilities within 200 feet 9 15 18 Jurisdiction/Land Use Factors Center pivots within 75 feet 6 3 15 Distance to closest airport (public) (miles) 1 .67 1 .33 2 Residences and Other Structures Total residences within 200 feet of centerline 6 6 12 Total residences within 500 feet of centerline 17 22 36 4 . Summary and Next Steps This Routing Study documents the process used to develop route segments for the Project including: • Data collection and resource mapping • Identification of routing objectives May 2014 43 Southwest Weld Expansion Project Transmission Routing Study • Field reconnaissance • Preliminary route identification • Comparative analysis matrix • Elimination of segments As reflected in the route identification section above, some routes that were designated as the top route in the comparative analysis were not the shortest in length nor did they have the most adjacency to existing linear features. In some areas, being adjacent to roads is not ideal due to existing residential and oil and gas development. Deviations around those areas or non-adjacent alternatives can result in additional length. Tri-State will choose a preferred route based on the results of the comparative matrix and other qualitative information such as future land use plans, and discussions with city and county planning departments and landowners. The next step in the routing process is to present the routes and obtain feedback from local government officials and the planning department within Weld County. This consultation would allow Tri-State to determine whether additional information that has not been captured in publically available documentation, such as road improvements, residential developments, rezoning, and presence of sensitive resources, should be considered. The proposed Project would require permits from Weld County, the city of Fort Lupton , the city of Brighton, and possibly the city of Firestone prior to construction . Consultation with local stakeholders would take place to determine comfort level with the routing options near the subdivisions, agriculture operations, and oil and gas facilities. Public outreach should be conducted for the residents in proximity to the route alternatives to determine any issues with the routes that Tri-State may not be aware of and to ensure the route development process is transparent. 44 May 2014 Southwest Weld Expansion Project Transmission Routing Study 5 . References CNHP (Colorado Natural Heritage Program ). 2013. CNHP Conservation Status Tracking Lists. Available Online: http://www.cnhp.colostate.edu/download/list.asp. Accessed April 25, 2014. Discover Weld. 2014. About Weld County. Available Online: www.discoverweld .com/aboutweldcounty.html . Accessed Jan . 22, 2014. Firestone, Town of. 2013. 2013 Financial Plan and Five Year Capital Improvement Program. Available Online: http://www.ci.firestone.co.us/DocumentCenter/View/154. Accessed Feb. 11 , 2013. GoHistoric.com, 2014. Ottensen Grain Company Feed Mill. Available Online: http://gohistoric.com/places/ottesen-qrain-company-feed-mill-fort-lupton. Accessed Jan. 21 , 2014. History Colorado, 2014. History of the Fort. Available Online: www.historycolorado.orq/museums/history-fort. Accessed Jan. 20, 2014. Midwest Energy News, 2013. "As a Power line moves in, and organic farm ponders its future. Available Online: http://www.midwestenergynews.com/2013/03/15/as-a-power-line- moves-in-an-organic-farm-ponders-its-future/. Accessed Jan. 28. 2014 NRCS (Natural Resources Conservation Service). 2014. Prime Farmland. Available Online: http://www. nres.usda.gov/wps/portal/nres/detail/ak/soils/surveys/?cid=nres142p2 035 988 Accessed Jan. 22, 2014. Traillink.com, 2014. Firestone Trail. Available Online: https://www.traillink.com/trail/firestone- trail.aspx. Accessed Feb. 11 , 2013. Upstate Colorado Economic Development. 2014a. Key Industry Sectors in Weld County. Available: http://www.upstatecolorado.org/siteselection/keyindustrysectors-page.php Accessed Feb. 6, 2014. . 2014b. Why do Business in Weld County? Available Online: http://www. upstatecolorado.org/. Accessed Feb. 6, 2014. U . S. Census Bureau . 2014. State & County Quickfacts: Weld County. Available Online: http://quickfacts.census.gov/qfd/states/08/08123.html Accessed Feb. 7, 2014. USFWS (U .S. Fish and Wildlife Service). 2014a. Critical Habitat for Threatened & Endangered Species, Critical Habitat Mapper. Available Online : http://ecos.fws.qov/crithab/ Accessed May 13, 2014. May 2014 45 Southwest Weld Expansion Project Transmission Routing Study . 2014b. Weld County, Colorado Species Report. Available Online: http://ecos.fws.gov/tess public/countySearch!speciesByCountyReport.action?fips=08 123 Accessed Jan. 23, 2014. Weld County. 2014a. About Weld. Available Online: http://www.weldgov.com/AboutWeld/index. html Accessed Jan. 21 , 2014. . 2014b. Weld County Department of Public Works Department, Weed Management. Available at: http://www.co.weld .co.us/Departments/PublicWorks/WeedManagement/ Accessed May, 13, 2014. . 2014c. Weld County FEMA Floodplain Maps. Available Online: http://www.co.weld .co.us/Departments/PlanningZoning/FloodplainManagement/FEM AFloodplainMaps. html Accessed May 21 , 2014. . 2013. 2013 Budget Plan. Available Online: http://www.co.weld .co.us/assets/7dCdAD190b06aDd902B8.pdf Accessed Jan. 23, 2014. . 2008. 2008 Weld County Comprehensive Plan. Available Online: http://colocode.com/weld/weldnoindex/weld22 toc.pdf Accessed Jan. 22, 2014. 46 May 2014 Southwest Weld Expansion Project Transmission Routing Study Appendix A : Resource Maps Southwest Weld Expansion Project Transmission Routing Study This page intentionally left blank. i r o a d N O I S N `dd X ] a13M 1S3MH1f1OS C a ' M k W r Z O CNI in Q w 1 F- N , g ! tCU E Q c i : 7- I • •Y,y L Y M t o _ • 01 1"I ~ a • 13 F a) ; ID-. ll__ it so c LLr O Pi o n . .O 1 € w d g € U m z e _ 0 • c c r 7 J W m a • 1'• ii • - ' • :• : • t• 4. Jr.,..i i ?Ft I ' I 1 _ f t iii r te. % i ,1 �jr is • } �•• f �",� . I iv I 7. 4s.• it - 1 Y I ri G `� V ♦ ♦ '► 1 • 1 j \\ ' ._ 4 li I . . . IN . ...1;..4 >4I r... st • . . 1 c; c. II 0 4( ; ‘ editell et, •i lik Ibilk Wait re -4:PAI Sea a ' - I 1 .trill 1 4.iiiir a al a mum es. 0 4 Is ea !Jr ,—4 WM. 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" _ . . , . . .,,,,,_ ,, 40 ,.....A, - , • . , _ , • i ,. 3.... ri '' i 1" . k \,.....,... I:4 i ,, IS, ice' i ii . _ �" • " L- ..' �Z _� 1 1, ; i • I, j ,ill lIL f Lam,.•_ ire . 411D I .410 a if Li 'II ilta it i a. ..tseP4N ?floe II --- --dillidl_.„. _ a I' .rte .. �it .J • r �. t`•t1'.• �..•• . I Cr 47E141 --- il 1 • • . ght _ • I. 4114 16• T- • 5 4 h t- , �.f J+ ,.11. I..-aje Air ' ' - .iti r _,., , . }. ,. _ , . _ .. .... , .... • lit 1 _ a 7! 4. r I! • • r • , - __ _ .,. , i I 1p s - *1 • • 40 e3 . ti 4111 :la 141 41 _ '1.1 1114 �.�, ran . iv iii, k Sc. r ‘ ( ' Jr- . 4.14 . .....iiii,e __ is) •..21 ii IP • : 4 // * • ` T ael .iirthic -\ - �• • • Wrw P opt i w - . t- . . . • i A _ 1 Southwest Weld Expansion Project Transmission Routing Study Appendix E : Comparative Matrix Southwest Weld Expansion Project Transmission Routing Study This page intentionally left blank. (re.Nwne Steadman to Henry lase SJntatuh YW A Route Reuse louts 0 Rowel Realef Rosa 3d.atad Rail.. AkaamM Route 2 Altenunno Rama I Rowe I ie at. C3 0 CS C4 Cu.CI C9.O, 0 0 C7 O CI 0.02 CI Cl 0 0 O.e.all length(mien) 61$ 611 614 621 7.04 1.10 6111 Rath Dos lea) 7 S 1 I 6 7 3 Ntnb.e d road coakgt SAO 500 SAO 5.00 SW Sal SW Rank(taw Own 1 1 1 1 1 1 1 length Anal to US Igghtwyt(wkdbt 150 k)(min) OW 000 0.00 000 CUD MOO OW Ronk Mt/.a1 1 I I 1 1 1 1 Number oU111dal./sawakes *AO 000 600 _ 0 W Q0 00 O0 OWD Ranh flawing 1 1 1 1 1 1 1 length idiraM to Slab NgtNwpt(WW 75 ft)Orin) 003 0.03 003 000 00 000 0.01 Rrt GM Seal 1 1 4 4 4 4 1 Number of Mote leg tweet croaky 1.00 100 100 LCD LOO LW LW Rankly Ord) 1 1 1 1 1 1 I I ergth adjacent to rods(waft 75 0)(na..) 06D 1.03 0.14 DSO 08 117 0.14 t.M(Nig.,6..+) 4 2 6 S 3 1 7 length.d$.at to moil Inn(wlthk 75 h)(Slot) 1.17 1S3 I'10 240 a 2.37 7.77 1.10 Red PIO Mal 6 S 4 3 2 1 7 length Spoon to edMbgtaw4tlaa Oleo 3.ttN1h 75 11)Dian) 006 006 0.47 047 0.35 COO 0K de OtlASwl S S 1 1 a 3 S Nunbw of vatting tr.tNttstbn OnoaaaRgs 2.00 2A0 1.00 SAO 200 200 2.00 Rank GosOng 1 I 6 6 1 1 I Iegth.4.....l toedaeg navel got or d Opera torten 75 It)(hies)' 3.41 3.16 071 0.47 1.17 053 ISB Rob laugh Oval 7 3 6 7 4 S 1 Ntanbrd neural'sworn Opera coney' 17.40 17.00 ILW 11.0D 7A0 7.00 1720 • Rink flaw Sett) S 5 3 3 1 1 S length&Sane to railroad;within 7$N)Dulles) 0.00 WO 000 0.00 O00 OM 000 !lee Pith Owl $ 1 $ $ 3 1 $ , tenbe d tamed cooky us 040 OW OW OID OW ono Ranh Dow Mat 1 I 1 1 1 1 1 total)w7A Ream taOWN 6Ntwe (min)' 1.37 311 L07 1.0 1.77 1.76 1.73 Reel OW Owl 3 2 7 4 S 4 1 Tenon,length a4asa to knee Iewvn 54.46% 541714 17.40% 11.79% 2642% 25.40% MS Ronk y. lot 3 2 7 6 S 4 3 rare • 1: (!K1a 'Lira ' 00 tad 0s std MduotrMl futon 00 end onww6 vat 75ft GAO GAO SOD OM a0D 0W aa0 ter fly Mal 3 3 $ I 1 1 $ , a ad gas weft vain 200k OW OW 000 040 7.00 200 GOO Rare i(lowOra) 1 3 1 1 6 6 1 CS endgsed*leads,Sean 76h 000 000 0.00 0.00 OM OM 000 Rank(tow Seat 1 1 I I 1 1 1 Om adpsotr ladle's within KO ft 100 100 100 LOG LW 1.0 OW Ranh Ow Sell 1 1 4 4 4 6 1 Wearwasr/dat 15h 000 000 ODD 000 ail ago OAD Rank(low Seal 1 1 1 1 1 1 I last 7S It MOO OW 0.00 0.00 00 00 OW balk Loot lint 1 1 1 1 1 1 1 i. Cavan pint Wain 75 R OW Ono IX SAD 1.0 LW O.W Ronk Qom OW). 1 1 3 3 3 3 I length on slats lad board(min) 000 000 0.00 000 000 GOD DAD awe(MO Oral 3 I 1 I 1 1 1 length N mwddpd land(min) 12b 114 la L49 LR LY 1.17 R.t(lawMO). 1 7 2 3 4 S 1 length In sJwdam Initial 0.00 GAO 000 0.00 000 aW 0.00 Ranh(Saw Real I I I I 1 1 1 Mannar to douse school(ads) 1.60 _ 1.46 1.40 1.46 1.40 _ 1.46 1.60 R.4 Oll#.5n I a I 4 1 4 1 Conners to dare spun(pa)(ruin) 3.11 307 3.07 3.07 307 162 3.07 Rat high Deg. 2 3 3 3 3 I 3 Dwteno to tea direst(pbat.)(nbt) 5.06 SAS 506 5.06 506 5.05 506 • Rare . On 1 4 1 4 1 4 1 LtJticue It ., 9 Owe a1 Rand . 1 Re IMJhn... 0.00 0.03 0.0 0.00 OM OW act Rank(tare Ow) I I 1 1 3 1 1 RwdestssSIM 175.700 hd coat i. _ ae0 000 100 1.00 LW LCD 00 Rank(taw Deal 1 1 4 4 4 4 1 tatel madman laden 200M of mark. 000 000 1.00 1.00 1.00 LOO OW Rani(tow Sou) 1 1 4 4 4 4 1 toad trsldamaet tethW 0D It d(rntntw 000 2.00 2.00 4.00 3 0 5.00 000 Rat(low Seal 1 1 1 6 5 7 I Other dntat ees watts.,75 R d caMerhne 0.00 0.00 000 000 000 000 OW Rank(tow Ow) 1 1 1 l I 1 1 Otte atuctun*Athol 75 700 h d cemerfne GAO OW OW 0 O 0 CO GOD OW -- - -- Rank(taw lw1 2 3 I 1 2 2 1 t Nwnbn d pvaeh within 75h d<en«IMt U00 2000 7000 77.00 27.00 24. 00 11.00 Rae flaw Owl 1 3 3 S 6 1 1 Ntmta doammtdadbn UMW.WIN.,7Sh of aneedllne OW OW 000 OW 000 0.00 OM Rai(low Beal 1 1 1 1 1 1 1 Number d mennootratket Whin WNW 7S•200 R d aavaakw 200 200 200 7.00_ 40 400 200 Rank too Beth 1 3 1 1 6 6 1 inaJ!aue 14 Tl <w al Rara , ,. . length mules wetlands(neat) OW 000 000 000 COD OW 000 Rank Ow Mal 1 1 1 1 I 1 1 Length ao.sln(S.Plea pee(gars) 0.00 GOO 0.00 OOD CLOD GAO 000 Ranh flow One) 1 1 1 3 1 1 1 Nunto of pee mad w.mwey aoavgs(a.ddkgS.Mat.) 000 OW D.00 0.0 0.00 ape GAO Rat(low Mat 1 1 1 1 1 1 1 Mi ran d ininwnItio$waterway no sJn t OW OW OW OW OW 00 00D Rink no.e al 1 I 1 1 3 1 1 lumbar d dn(h aossingt 000 OW ILO 1.00 LW LOD OW Rat Dow flea) 1 1 4 4 4 4 $ length cutting timbale plan(It ) OW 0W 0.00 0.00 OM aW 000 Rank Oleo Ong 1 I 1 1 I 1 1 , "V aa..9 Onter vanes 041IP PatendeConeforntiontnap.M.) O.OD Om OW 000 ODD OW OW Rena(law Bea) 1 1 I 1 1 I 1 tench trotang important grew wean hafot(noun) 0W 0.00 OW OW OW OW aW Rankly Ow) 1 1 1 1 1 1 1 Length metige•Orelerl Man haat)niet) 000 000 OW 000 0170 ail OW , Rank lour flea 1 1 1 1 1 1 2 tole:vole .. over al It.i .1 Cultural Rnoune. Number of tee stet.iS .1/4 mile OW GAO OW OM CM 00 DAD Rat Day Bests 1 1 1 _ 1 $ 1 1 1 Pip.Irw date at.iradrpkwe.Ow nunbms bawd to Wray.7011 data 2 teach ad)af ens to lever features(road..cal.traener.nlor tlhognanon.dt(M)wr.?WO:ad bned rh 7014 anti Imagery. Greenhouse Subtation to Davis Tap Route A Route B Selected Router Route 1 Alternative Route I Segment% D1, 01. 05. 06, 07 01. 02, 03, 04. 06. 07 Engineering Faxon et _ OveraN length(miles) 3.65 Rank(low Best) 1 Number of road aossings 1.00 1 Rank(tow Best) 1 1 length adjacent to U.S.Highways(within 150 h)(main) 0.00 0.00 Rank(High Best) 1 1 Number of U.S.Highways crossings 0.00 0.00 Rank(Low Best) 1 1 length adjacent to State Highways(within 75 It)(miles) 0.00 0.00 Rank(High Best) 1 1 Number of State Highways crossings 0.00 0.00 Rank(low Best) 1 1 length adjacent to roads(within 75 ft)(mars, 0.03 0.03 Rank(High Best) 1 _ 1 _ length adjacent to parcel Ines(within TS ft)(miles) 1.31 1.34 Rank(High Best). 2 1 length adjacent to existing transmission line(within 75 ft)(miles) 1.00 1.00 - Rank(High Best) 1 1 Number of existing transmission line crossings 3.00 100 _ Rank(Low Bent 1 1 length adjacent to existing natural gas or oN pipeline(within 75 ft)(miles)* 0.60 0.59 Rank(High Best) 1 2 Number of natural gas or 02 pipeline aossings I 8.00 5.00 Rank(low Best) 1 1 length adjacent to railroad(within 75(t)(mIles) 0.00 0.00 Rank(High Best) 1 1 Number of railroad crossings 0.00 0.00 Rank(low Best) 1 I total length adjacent to linear features(miles)z 2.33 2.33 Rusk(Nigh Best) 1 2 Percent length adjacent to linear features t.f'44% 51.23% Rank(High Best) 1 2 Total Score 16 Overall Hank I Oil and Gas and industrial Factors '1 Oil and gas welts within 75 ft 0.00 0.00 Rank(tow Best) 1 1 Oil and gas wells within 200 ft 4.00 4.00 Rank(low Best) 1 1 Oil and gas other facibrties within 7S ft 0.00 0.00 Rank(low Best) 1 1 Oil and gas other tadpoles within ZOO ft 0.00 0.00 Rank(low Best! 1 1 Water weNs within 75 ft 0.00 0.00 Rank(low Best) 1 1 Mines within 75 ft 0.00 0.00 Rank(low Best) 1 1 'vat all Rank Jurisdiction/Lund Use fatten Allia Center pivots within 75 ft 0.00 0.00 Rank(Low Best 1 1 length on state land board(mires) 0.00 0.00 Rank(High Best) 1 1 length in municipal land(miles) 0.79 0.94 Rank(Low Best) 1 2 length in subdivision(miles) 0.00 0.00 Rank(tow Best) 1 1 Distance to closest school(miles) 1.28 0.88 Rank(High Best) 1 2 Distance to closest airport(pubic)(miles) 2.21 1.82 Rank(High Best) 1 2 Distance to closest airport(private)(miles) 3.95 3.95 Rank(High Bett) 1 2 total Score 7 Overall Rank 1 Residences and Other Structures Residences within 7S ft of centerline 0.00 0.00 Rank(Low Best) 1 1 Residences within 75.200 hot centerine 1.00 1.00 Rank(low Best) 1 1 Total residences within 200 It of centerine 1.00 1.00 Rank(tow Best) 1 1 Total residences within SOOft of centerline 3.00 3.00 Rank(low Best) 1 1 Oth_e_r structures within 75 ft of centerline 0.00 0.00 Rank(Low Best) 1 1 Other structures within 75•200 ft of centerline 0.00 0.00 Rank(low Best) 1 1 Number o1 parcels within 75 1t of centerline 11.00 12.00 Rank(low Best) 12 Number of communication facilities within 75 ft of anterine 0.00 0.00 Rank(low Best) 1 1 Number of communication facilities within 75.200 ft of tantalise 0.00 0.00 Rank(tow Best) 1 I Total Score 9 Overall Rank 1 0.00 0.00 Rank(Low Best) 1 1 length crossing S.Platte River(miles) 000 000 Rank(Low Best) 1 1 Number of perennial waterway crossings(excluding S.Platte) 0.00 0.00 Rank(Low Best) 1 1 Number of intermittent waterway crossings 0.00 0.00 Rank(Low Best) 1 1 Number of ditch crossings 0.00 0.00 Rank(low Best) 1 1 Length crossing probable playa(miles) 0.00 0.00 Rank(Low Best) 1 1 Length aossing CNHP Potential Conservation Areas(miles) 0.00 0.00 Rank(low Best) 1 1 length crossing important game species habitat(miles) 0.00 0_.00 Rank(Low Best) 1 1 length crossing important avian habitat(miles) 0.00 0.13 Rank(low Best) 1 2 total Score .. Overall Rant Cultural Resources Number of NRHP sites within 1/4 mile 0.00 0.00 Rank(low Best) 1 1 1 Pipeline data are incomplete.these numbers based on Ventyr 2013 data. 1 length adjacent to linear features(roads,rail,transmission,distribution,ditches)was digitized based on 2014 aerial imagery. Debt%b.lstion to Wlwel.r Tap ReuNA RestaI Rau%C 1 Route lbaieR Mae Rout•G ao..teN Routes Rov,e1 ARMeSYn Akamat,ve L4.ee.d Rena* Res 1 Iaer 2 R6.A. 1 617.613,614, 117,913.SN, 517,511,114, 917,511,014, 517,616.514, 017,616,11 14, 117,313.III, 817,813,514, 512.811,t3. 511,51,11. 512,611 IS, 511,54,IL 51, 512,611,920, 112.130,817, ■13,11,417, S.(...ents 111,96.BS,81 116.83,81 511 M.P2 818.84,52 P: 513 14,82 87,BS,51 67,D5,BE 92 14 52 84,52 . tart..,, - _ - --- --- lama Inch guts) 141 10.04 9.15 9.32 9.19 939 9.49 9.69 933 9.06 Rani Row&nit 2 10 3 5 4 7 I 9 6 7 , Number d road amain 600 3.00 i 11..00 1400 10.00 1000 100 10.00 16.0 920 Rank Raw Sea) 1 3 a 9 S S 1 S 10 3 Length adjacent to US Highways(.Minn 150 ft)(man) 001 505 005 0.01 505 0.5 017 017 006 O05 lri DRS.Nee) 3 3 6 6 3 9 1 1 6 9 Number of U.S.Hlll.ways crossings 200 1.00 100 1.00 1.00 100 120 1.00 1.00 1.00 Rank(low Bee). 1 1 1 1 1 1 1 1 I 1 I erglh adjacent to Stine Highways(within 75 h)(maws) 000 000 020 0.00 000 020 000 000 000 O00 Rank 00g1.Nest). I I 1 1 1 1 1 1 1 I Number of State$44envar(tenser DOD 0.00 0.00 000 0.00 000 0.00 000 0.0 000 Rang(tau Bea) I I I I 1 1 1 1 1 I length adjacent to roods(w*hln 75 ft)(miles) 324 0.94 5.37 1.03 4 tP 726 0.51 1.61 5.48 4.41 Rank(*eh Bea). S 9 1 6 4 7 10 a 1 3 l.ngth attar nit to panel isles(within 75 Nieman) 466 5.49 534 620 4a 5.66 5.79 5.96 S 76 5.25 Rant(Nth Bea) 10 6 3 1 7 5 9 2 4 a length.djwwn to..fakg lranwesaon M( itNn 7517(rude) O06 1.05 005 I 05 0.06 1.05 013 031 0.06 405 Rank(1091 Sea). 7 1 7 1 1 I 4 4 6 7 Number d rest leg transmission line aonkgs 1.00 4.00 700 400 2.00 400 5.00 5.00 400 7.00 --- Rank Row Me) I S I S I S 9 9 5 I ingth ad..fl to misting natural gat or d ppler(amts./5 It)(rude.)' 0-09 0.42 009 0.42 0.09 0.42 009 009 1.33 009 Rank Mk tee) S 3 S 3 5 2 9 9 I S Number d natural gas or oil pipeline crossings' 100 5.00 500 S00 S O7 500 100 5.00 500 5.00 Rani(tow Noe) I 1 1 2 1 1 1 1 1 1 I.ngth adhre•s to ralroad(.leis 75 ft)(mien) 0.07 007 003 0.01 007 0.03 154 244 003 00f , Rate(tlgh Bea). 3 3 6 6 3 9 1 1 6 9 Number of rwlnad crossings 1.00 1.00 100 200 1.00 - 12.0 300 100 100 100_ Rank Row Me) 1 1 1 1 1 1 9 9 1 2 Total length ad).c.nt to bw.r features(mini' 5,91 496 627 5.71 6.44 647 466 549 122 672 Rank OWl•aee) 6 9 4 7 S 7 30 a 1 3 Pr(ent h salt.Apogee to Omar lael.nn 53.74% 4931% 7795% 6231% 7417% 73.15% 4413% 5161% 94.50% 7424% Rai 1 Bea) 6 9 4 7 5 3 10 1 1 2 To Score 47 Total d?,era!aim I Od and Or and{,dust ai f=ton - gland gas web within 7S ft 0.11) 000 000 - 0 Cu 0.00 MOD 000 000 000 000 Rani Raw Nast) 1 1 2 1 2 2 2 2 1 2 OMaedan wells'Atlas 2009 3.00 300 000 000 3.00 200 600 6A0 000 203 Ronk(tow lea) 6 6 1 2 6 • 9 9 1 4 OP ad gas odor WIRE wean 75 ft 100 1.00 300 100 2.00 200 1.00 3.00 2.00 3.00 Rank(Lawl.e) 1 1 a $ 3 3 3 6 3 3 Oland Sr robe ban within 2C0 Pi 600 SOO 1300 1000 1000 100 300 7.00 1100 1000 Rank Raw be 14 3 2 9 a 5 s 1 4 10 6 Wawa weba*t 7511 _ _ 200 200 200 7.00 LOD 24D S00 100 1.00 200 Rare Wpm kit 2 7 1 2 1 7 10 9 2 7 Mires within 7S N 000 020 020 000 0.00 0.00 000 000 000 000 Rrt. I 1 1 1 1 1 1 1 2 1 1 • • unrdcoanlland Use f actors Center pleas within 75 ft 1.00 600 5.00 7.00 1.00 7.00 M00 000 700 400 , Rank Raw test) 3 1 7 9 3 9 1 1 s 6 length 5w eale land Nerd teat) 000 0.00 0.00 900 000 000 0.00 0.00 000 000 Rani Ras•Mst). 1 1 I 3 I 1 I 1 1 I length In municipal land(miles) 000 0.00 000 000 000 020 000 000 000 003 Rank pow erne) 1 1 1 1 1 1 I 1 1 1 Length in v,bdivsbn(miles) 000 0.00 020 0 CO 000 CIAO *CO 400 000 000 Rank Row Beseq, 1 1 I I 1 1 1 I I I Ohtani.to closest school foram) 2.11 2.16 235 135 111 1.35 233 101 135 1 35 Rank(Nigh Snl). I 3 6 6 4 6 1 4 1 6 Ohtani.to closest*port(pubic)imam) 3.67 1.67 347 167 3.67 3.67 3.33 3.33 327 3 67 Rank pagl.Sept 1 1 1 I I 1 9 9 1 I Distant.to closest apart binges)(miles) 0 4'. 0.W 046 0 Se 0.46 093 113 1.13 1.41 046 Rank 14 Best 1 6 7 4 7 5 7 2 1 7 Total Score IS 7t 74 71 19 16 Overall Rank 1 I 1 R.sdd.nc.n and OWr Ifinactune Readiness rah%75 ft of antedate 0.W 0.m 0.00 000 0.00 0.00 000 0.00 0.00 040 Rank now Sett). 1 1 1 2 2 1 1 1 1 2 Residences sii n IS-200 N el wart.. 5.00 3.00 MAO R00 a0D 7.00 700 100 1000 900 Rank Raw snot 3 2 9 6 a s 1 3 9 a Total enidr.ss wit.7009 d.Mni.e 503 320 10.00 100 100 700 700 100 2000 900 Rani Raw last) 3 2 9 1 6 S 1 I 9 5 Total roedeson ION.503N of anerine 7.00 LOD 1600 1500 16.00 12.00 600 1103 13.00 1500 Rank Row Bast) 3 2 9 5 I 4 2 S 20 S Other stn.ctures waters 75 ft d ueeeria 1.00 1.00 000 000 000 am 1.00 000 000 0.00 Rank(tow Bea) 1' 1 I I 1 1 $ I 1 I Other anatureswteN,75-700 N of centring 000 O00 2.00 700 300 2.00 000 , 3.00 3.00 2.00 Rank new Sang 1 2 4 4 1 4 1 $ $ 4 Number of portals within n h d centerline 3100 44.00 5000 1100 44.00 4100 4100 %CO 5100 4100 ------� Rank now bout 1 3 7 9 3 S S 10 1 2 Numbn of coon eedtatlon lardates within n R d oieMeiig 0.00 0M 000 000 400 000 000 0.00 000 000 Rank(low lest) 1 I 1 1 1 I 1 I 1 I Number of catmr..aiatkr,tailSs.within 75-200 N of centerline 030 O00 000 000 000 000 000 0.00 000 000 Rank Low Mat) 1 1 1 1 1 1 1 1 1 1 Taal Score 72 1 ., lx I7 • Metal Rank 1 - Natural a.toumae - L.rySAvatting w.tb.bPoles) 0.16 0.76 0.10 M10 0.19 010 0.16 019 0.10 010 Rank Row Best) 6 6 1 1 9 1 6 9 1 2 length crossing 1 plan.Rent(miss) 003 006 004 004 0,05 004 0.06 005 004 0.01 Rank(tar IDOL 5 5 1 1 5 1 5 5 1 2 Number of perennial waterway aouln s(.rlud.g 5.IM.tte) 0.00 0.00 000 000 0.00 000 1.00 1.00 000 CLOD Rank now ant) 1 1 1 I 1 1 I 4 1 1 Number of wt.ankmn waterway crossings L00 1.00 200 2.OD 2.00 L00 1.00 3.00 700 700 Rani Row host) 1 1 3 3 3 3 3 9 3 hunter of ditch cee.skgs 10.00 1100 900 10.00 1700 1000 900 11.00 1000 900 Rank Row Bee) 3 7 1 3 9 3 1 1 3 1 length rros.kg probable pi.r.Imam) 000 000 040 000 000 000 0.00 000 000 IWO Rank(Law Best) I 1 1 1 1 1 1 1 1 1 Length crossing CNHP Potential Conservation Areas(miles) 136 1.26 110 1.20 1.42 1.20 126 142 110 130 Rank Raw Betel 5 5 1 1 a 4 S 5 2 4 length aossi g important prase species habitat(ran) an 171 1.75 1.n 2.41 1.11 Ln 2.41 1.75 1.75 Rank Raw best) 1 1 4 4 I 4 1 5 4 4 length waning Important.Man.Mbaal(mint Op 0.61 046 O(4 041 046 O. 5 031 046 466 , Rank Row Dee 1 1 4 a 1 a a a 4 4 -1a1413461R., 24-._21-,.. Csatealareerce, .... ._ -- NumberdN%ecln within L4mile 000 0.00 0.00 000 000 000 0.00 0.00 000 000 Rank now best) 2 1 1 2 1 1 2 1 1 1 I Orin data are m.anp64.:it..,.numbers based on Ventre 2013 data. 2 length descent to Lora feature(roads,raft trammdssion.dhbbutlon.ditdws)was Agflzed based on 2014 aerial Imagery. Wheeler lake Substation to Iirenone Tap Route A Roots 6 Route C Route 0 kot.te E Route F Selected Routes Ahernative Route 3 Route 1 Alternative Rare 2 Segments All.A9, A8 0.11.A9,A 10,AA,AS All,A9,A10.Al,A4.Al All.A1,1%7.46_1.5 All.43.4117,A6,A4,41 All.AS,A2.Al tnglnee.Ieg Fact•rt Overall length(mars) 4.14 4.68 'A 4.0; 439 4 n6 Rank(Low Bost) 2 3 6 --1 4 5 Number of road noising 6,00 6.00 500 _ 4.00 300 400 Rank(low Rest) S S 4 2 1 2 length**cant to US Highways(with 150 h)(tiles) 1100 0.60 0.60 6.0, 0.60 0 0, Rink(Nigh eest), 1 1 1 i I i Humber of US.Highways crossing 0.00 000 0.00 0.00 0.00 000 Rank(Low Best` 1 1 1 1 1 1 Length adjacent to State Etighweys(within 7S ft)(miles) 0.00 a 0.00 0.00 0.00 0.00 000 Rank((kith Best) 1 1 1 1 1 1 Huller of State Highwers crossings 000 0.00 000 0.00 _ 000 0.00 Rank(Low Best) 1 1 1 1 1 1 Length adjacent to roads(within 75 h)(miles) 2.18 2.37 1.97 1.01 0.61 0.12 Rank(High Best) 2 1 3 4 S 6 Length adjacent to parcel lines(within 75 ft)(moles) 3.54 4-13 495 3,85 4.67 436 Rank(High 6est4, 6 4 1 S 2 3 Length adjacent to misting transmistion line(within 75 h)(miles) 004 004 005 004 0.04 0.06 Rank(Nth Oast) 4 S 2 6 3 1 Number of vestingtraromesion Rile crossings 2.00 2.00 2.00 2.00 2.00 2.00 Rank(low Best) 1 1 1 1 1 1 Length adjacent to Snug maid ps cecil pipeline(Within 7$It)(Sn)1 0.16 0.16 0.16 403 0.03 0.03 Ronkllidh Mq 1 1 1 S S 4 Number al natural gee or oil pipelne aorinp 1 1.00 1.00 1.00 1.00 1.00 1.00 Rank(tow Best) 1 1 1 1 1 1 Length adjacent to railroad(with 75 It)(miles) 000 0.00 0.00 0.00 0.00 0.00 Rank(lit Bast) 1 1 1 1 1 1 Ninter of railroad crossing 000 0.00 0.00 040 0.00 0.00 Rank(tow Best) 1 1 1 1 1 1 , total length adjacent to linear features (miles)) 2.47 2.62 3.01 1.80 202 3.22 Rank(High Matt 4 3 2 6 S 1 Percent length adjacent to linear leases r 56.20% 60.14% 5521% 44.179E 4129% 61.82% Rank Bess 3 1 4 S 6 1 •• to Oil and Get sad Industrial Fatten '1 Oil end gas wells within 75 ft 3.00 0x 000 0.00 0.00 000 Rank(Low Oast) 6 1 1 1 1 1 Oil and gas wells within 200 ft 7.00 306 4,00 1.00 200 2.00 .. ___.. Rank Mow; 6 4 S 1 2 2 Oil and gas other facilities within 75 h 6.00 4.00 400 0.00 000 0.00 Rar k(Low Best) 6 4 4 1 1 1 Oil and gas other facilities within 200 h 16.00 15.00 1500 446 400 500 Rant(Low Best) 6 4 4 1 1 3 Water wells within 7S h 600 540 5.00 0.00 000 0.00 Rank(Low Ile st) 6 4 4 1 1 1 Miens within 75 ft 0,00 040 0.00 0.00 000 0.00 Rank(low Ret) 1 1 1 I 1 1 Told Score 25 Overall Rank 6 Jcryd,cbonjland Use factors ary Center pivots within 75 h 4 00 _ 600 _ 9.00 _ 4.00 5.00 2.00 Rank(tow Bet) 2 S 6 2 4 1 Length on state and board(matt) 666 000 aoo 000 0.00 0.00 Ran 040 let) 1 1 2 t 2 2 Length is municipal and(miles) 000 055 026 035 026 0.76 Rank(Low Ord) 1 4 2 4 2 6 Length is subdivision(miles) 000 013 001 013 0.01 0.53 Rank(low Best) 1 4 2 4 2 6 Distance to closest school Mules) 1.48 1.48 097 1.46 0.97 0.97 Rank(Nth Bost) 1 1 4 1 4 4 Distance to closest airport(public)Imam) 10.47 10.47 10.47 10.34 10.34 9.83 Rank(High Bat) 1 1 1 4 4 6 Distance to closest airport(private((miles) 3.79 3.79 _ 3.79 3.19 3.19 _ 379 Rank(Itch Best) I I 1 I 1 1 Told Scar 17 25 a� Overall Rank 1 7 6 _ _•.•_ _ O .Steucturtt —" d Itesidences within 7511 of centerline 1.00 100 1 rsi 000 000 0.00 Rank(low Best) 4 4 1 1 1 Residences within 75.200ftcicenterline 6.00 6.00 6.00 3.0D 100 2.00 Rank(Low Best) 4 6 4 3 1 2 local residences within 200 h of ceaerine 1.00 9.00 1.00 3.00 100 2.00 Rank(taw Best) 4 6 • 3 1 2 Total residences with 5001t01 centerline 1300 1600 1500 6.00 3.00 9.00 Rank(Low first) 4 6 5 2 l 3 Other structures within 75 R d centerline 000 0.00 2.00 0.00 2.00 2.00 Rank(Low Bat) 1 1 4 1 4 4 Other structures within 75•200 ft of dnterine 000 240 340 1.00 240 2.00 Rank(Low Bost) 1 _3 6 2 3 3_ r Humber of parcels within 7S ft of centerline 33.00 44.00 47.00 3300 3600 44.00 Rank(low Beu) I 4 6 1 3 4 Nurser of caawnunication Gullies within 75 h of centerline 0.00 0.00 000 0.00 0.00 0.00 Rank(low Best) 1 1 1 1 1 1 Number ol cammimication(rattles within 75-200 ft of centerline 0.00 0.00 0.00 0.00 0.00 000 Rank(Low Best) 1 1 1 1 1 1 total Scar 11 Oswalt Rank Natural Resources Leith crossing wetlands lmilel 0.00 007 0.10 0.07 0.10 009 Rant(Low Bests 1 2 5 2 S 4 Length crossirg S Plate tower(Mks) 000 0.00 000 0.00 000 000 Rank(Low Best) 1 1 1 1 1 1 Hurter of perennial waterway crossings(excluding S.Rate) 0.00 0.00 0.00 0.00 040 000 Rank(Low Best). 1 1 1 1 1 1 Number of intermittent waterway trostlnp Ox 1.00 1.00 1.00 140 0.00 Rank(Low Bet) 1 3 3 3 3 1 Hunter d bah crossings 1100 7.00 6.00 5.00 4.00 2.00 Rant(low Best) 6 S 4 3 2 1 Length crossing probable playa(miet) 000 040 000 0.00 0.00 0.00 Rank(law gat) 1 1 1 1 1 1 Length crossing CNHP Potential Conservation New(miles) 0.00 0.00 0.00 0.00 000 0.00 Rank(tow Best) 1 1 1 1 1 1 Length crossing important game species habitat(miles) 1.64 019 040 0.19 060 0.00 Rank(Low Best) 6 4 1 4 1 1 length crossing important man habitat(miles) 1.62 0.17 0.00 0.17 000 0.00 Rank(Low Best) 6 4 1 4 1 1 ..dl o.v,d Cultural Resources Norther of NIa1P sites wsthin 1/4 tale 0.00 0.00 0.00 000 0.00 0.00 Rank(Low Best) 1 1 1 1 1 1 1 Pipeline data an-incomplete,thew numbers bated an Peaty'1013 data. I length adjacent to linear features(roads,rail.transmission,distribution,ditches)was digitized baud on 2014 aerial imagery. Greenhouse Substation to Colter Substation Route A Route 6 Route C Route D Route E Selected Routes Alternative Route 3 Route 1 Alternative Route 2 E1.1I.E3.Et.15,16,110. El.12.ES,14,ES,16,E8, 11.E2.13,Ea,ES,17,Et, E1,12.ES.El.ES,E7,29. ., nta E1.12.E11,113,114 E13,E14 E9,E12.E14 E10.E13.E14 E12,E14 E nglrtaarinng Fatted Overall length(miles) 11.03 9.52 10.SS 10.08 10.49 Rank how Rest) 5 1 4 2 3 Number of road crossings 3.00 4.00 6.00 400 8.00 Rank(low Rests 1 2 4 2 S length ale scent to US lighways(within 150 h)(fades) 0.00 0.00 0.00 000 0.00 Rank(Hydt Best) 1 1 1 1 1 Nunber of U.S.Ylgltways crossings 0.00 000 000 0.00 0.00 Rank(Low Best) 1 1 1 1 1 Length adjacent to State llglhway%(within 75 It)(miles) 3.47 0.00 000 000 0.00 Rank(High best) 1 2 2 2 2 Number of State Highways ttoukgs 2.00 0.00 0.00 000 0.00 Rank(Low Rest) 5 1 1 1 1 Length educed to roads(within 75 ft)(mike) 0.09 0.13 038 021 2.30 Rank(High Best) s 4 _ 2 3 1 Length rTjacent to pared Pores(w*h 7511)(miles) 5.18 4.24 4.66 431 6.19 Rank(High Best) 2 S 3 4 1 Length adpcent to existing transmission law(within 7S It)(mile) 0.89 237 0.22 2.60 0.11 Rank(HO Best) 3 2_ _ _ 4 1 _ S Number of existing transmission lase crossings 2.00 600 6.00 7.00 4.00 Rank(low Best) 1 3 3 S 2 Length*docent to existing natural gas or ad pipeline(within 75 h)(milts)' 2.57 0.67 OAT 0.67 0.67 Rank(High Best) 1 2 2 2 2 Number of natural gas or oil pipeline crossings 1 12.00 10.00 1000 1000 1000 Rank(low Best) S 1 1 1 1 Length adpcent to railroad(within 75 h)(miles) _ 0.00 _ 0.00 0.00 000 0.00 Rank(High Bet) 1 1 I 1 1 Number d railroad crossings 0.00 0.00 000 Goo 0.00 Rank(low Best) 1 1 1 I 1 Total length*Ascent to knrVr features (miles)' 181 7.61 8 47 6 25 $24 Rank(High Best) 4 __.. 1 7 3 Percent Irngffi 34-arrnt in linear features 1,i,c.I a.. ;1 80.11% 81.1814 78.58% Rank y,i.• Bat 2 3 1 4 17 :1 {,. .l ifs.n E..3 nip 5 • , •li bt Factors Oil and gas wells within 75 h 0.00 0.00 000 0.00 0.00 Rank(tow Best) 1 1 1 1 1 Oil and gas welts within 200 ft 6.00 4.00 13.00 400 1400 Rank(low Bet) 3 1 4 1 S Oil and gas other fealties within 75 h 0.00 000 100 0.00 1.00 Rank(low Best) 1 1 4 1 4 Oil and gas other facilities within 200 ft 5.00 2.00 600 4.00 7.00 Rank(low Best) 3 1 4 2 5 Water wells within 75 ft 3.00 003 100 0.00 1.00 Rank(low Best) 5 1 3 1 3 Mines within is ft 0.00 — 000 0.00 0.00 0.00 Rank(low Best) 1 1 1 1 1 • :rn.,.•I I•.uil lurtsdictgn/land Vre Sectors Center pivots within 75 ft 4.00 300 400 3.00 4.00 Rank Dow Bnt) 3 1 3 1 3 Length on state land board(rules) 0.00 000 000 000 0.00 Rank(High Best) 1 1 1 1 1 Length in mtaidpa(fond(miss) 0.76 0.79 0.79 0.79 0,79 Rank(law Best) 1 2 2 2 2 length in subdivision(nays) 0.12 000 000 000 0.00 Rank(low Best) s 1 1 1 1 Distance to closest school(miles) 0.50 1.28 128 128 128 Rank(Nigh Rest) 5 1 1 1 I Distance to closest airport(pnbfic)(miles) 1-57 113 1.41 1.71 1 SO Rank(Hghlest) 2 4 3 4 1 Distance to closest airport(private)(miles) 3.14 3.14 3.14 3.14 3.14 Rarnk .. Rest 1 1 2 1 1 . . .. SP Ili 10 M 1 •e Ndences and Other Structures a Residences within 75 ft at centerline 0.00 0.00 0.00 000 n; Rank(Low Best) I 1 1 1 1 Residents within 75-200 h of centerline 7.00 VIM 2.00 0.00 t.w Rank(Low Bent S I 3 1 3 Total residences within 200 h of centerline 7.00 0.00 220 000 2.00 Rank(low Best) S 1 3 1 3 Total residences within 500 h of centerline 16.00 5.00 700 6.00 5.00 Rank(low Rest) S 1 4 3 1 Other structures within 75 ft of centerline 1.00 0.00 000 000 0.00 Rank(Low Best) S I 1 1 1 Other structures within 75.200 h of centerline 1.00 0.00 000 000 2.00 Rank(low test) 4 1 1 1 S Number of parcels within 75 ft of centerline 44.00 2900 34.00 33.00 35.00 Rank(low Belli S 1 3 _ 2 4 Number of communication Eacigties within 75 ft of centerline 0.00 0.00 000 0.00 000 Rank(low Rest) I 1 1 1 1 Number of communication facilities within 75.200 ft of centerline 0.00 000 000 000 0.00 Rank(Low Best) 1 1 1 I I Ia . 3 2 Natural Resources Length crossing wetlands(miles) 0.90 OAS 0 on 0.08 0.00 Rank(tow Best) S 2 2 2 1 Length crossing S.Matte River(mites) 000 000 000 000 0.00 Rank(tow Best) 1 1 1 I 1 Number of perennial waterway crossings(eachttrng S.Matte) 0.00 0.00 000 0.00 0.00 Rank(Low Best) 1 1 1 1 1 Number of intermittent waterway crossings 000 1.00 100 1.00 0.00 Rank(Low Best) 1 3 3 3 1 Number of ditch crossings 4.00 300 4.00 3.00 4.00 Rank(low Rest) 3 1 3 1 3 Length crossing Probable Maya(mrles) 0.00 0.00 ODD 000 000 Rank(low Best) 1 1 1 1 I Length crossing CNHP Potential Conservation Areas(miles) 0.00 0.00 0.00 0.00 0.00 Rank(low Best) 1 I 1 1 1 Length crossing impatient game species habitat(miles) 0.00 0.00 000 0.00 0.00 Rank(low Best) 1 1 1 1 1 Length crossing important avion habitat(Slew) 0.54 0.00 000 000 0.00 Rank(Low Bet) S 1 1 1 1 • Cultural Resources Number of NRHP sites within 1/4 mile 0.00 0.00 000 000 0.00 �_ �- Rank(low Bet) I I 1 1 1 1 Pipeline data air incomplete.these numbets baud on Venting 2013 data 1 length adjacent to!meet features(toads,red.transmission.distribution.ditches)was digitized based on 2014 aerial imagery Cohn Subaatic n to Ratttruusr Nkl%r Subst arson Routs A Rout•6 Rout•( Route 0 Rout*t Rout F SaMct.d Rouen AhsnnatN.Routs 7 Rout• 1 &Inmattw Route 2 11.12.14.15.111.116, 11.12.F4.15.111.117, St meats 11 12.13,110,113.115 F 13 110 114 112.115 11.12.14.16,18,112.115 11,12.F4,16,17.115 F18.115 .nt Factors a -al— • a T Oren«length(ales) 159 _ 9.16 156 10.20 W Rat now Pad 4 5 2 3 6 I Nutter d road a,RWtp 300 100 200 SAD 4.00 2.00 Rat Dow Bea( 4 1 1 6 S 1 Ben lit adjacent loU.S.lvstaays&Albin 350 ft)(mini 000 0.00 000 0.00 000 000 Rare Dish Bast) 1 I 1 1 1 1 Number of US Highways crossings 000 0.00 000 OM OAO 000 Rank(law Bert( 1 1 1 1 1 1 length a4ecenl to State Nanvays(within 75 R)(miles) 000 000 000 O0D 000 0.00 Rank Dish Best 1 1 1 I 1 1 Number of State highways aoalrp 000 O00 000 003 060 000 Rank(how Best) 1 I I 1 1 1 length a4acea to roads(PAM 75 h)(man) L37 0.93 IAD 2.91 OM - 030 Rank Watt Beat 2 4 3 I s e length ascent to parcel liars s POP 15 h)Piles) 4.11 5.06 5.06 5.35 700 4.37 Rat*WO ling 6 4 3 2 1 S Length'Scent to existing transmission line(within 75 h)(miles) 0.10 010 0.10 OAS 1.61 0.10 Rank DPah Beaty 3 3 S 2 1 S Number of existing transmission line crossings 3.00 3.W 300 5.00 5.00 300 Ronk Dow Best) 1 1 1 5 5 1 length a4acent to minks natural 6n a oil pgelne(within 75 ft)(min)' 000 003 003 003 0.03 0.03 Rank Drat Beat 6 4 4 7 2 1 Number d natural gas a dl pipet.*crossings 1 01)0 100 100 1.00 L00 1.00 RaakDowBeat' 1 2 2 2 2 2 r length adjacent to railroad holden 75 hi(miles) 000 _ 0.00 0.00 0.00 _ 0.00 _ O00 Rank Ptah Best) 1 I 1 1 1 1 Number d waked aoaskss 000 000 000 000 000 0.00 Rat howBoat 1 1 1 1 1 1 Total length aScent to inner features tinges)' 516 5.41 576 5.90 734 4.76 Rank Digit Bea) S 4 3 2 1 6 Percent length adjacent to liner Matures 61.19% 5937% 61.07% WS% 710581 5655% Rank i • 4 S 3 7 1 6 0.1 and Gas and Wald Factor Oland bas wells within 7S It 000 0100 010 0.00 0.00 000 Rath Dow Ong I 1 1 1 1 1 d and gas walls within 20011 100 200 300 34)0 0.00 SAD Rank Dow Best 2 3 4 4 3 e ON nod gat otherfaSkswithin25ft 003 000 1.00 BAD 000 000 Rae*Dow Bert) 1 1 S S I I Cl and gas other facillresvAthin 700 ft 700 7.00 400 400 4.00 700 Rat(Lon Best S S 2 2 2 1 Wan web whir 7S ft 300 3.00 4.00 5.00 000 000 Rank(lean Beaty 3 3 S 6 1 1 Minn Within 7511 000 000 0.00 0.00 0.00 000 Rat Loos Best 1 1 1 1 1 1 1 , 1 . )unsdictionjta d Use Factors Center pivots within 75 It 4.00 4.00 1300 7.00 100 7.00 • Rank(low Batt 2 2 6 4 1 4 length on state land bored(min) 000 000 000 0.00 000 0.00 Rank Dills Best) 1 1 1 1 1 3 length in mialds«lad(miles) 000 OM 0.00 0.00 0.00 000 Rank(low Bast 1 1 1 1 1 1 Ingthinsub&4 or(Nn) 0.00 0.00 000 0.00 060 O0D _._ Rank(low easy 1 1 1 1 1 3 Distance todant school lases) 3.34 3.34 3.34 3.34 338 334 Rat(High Bea) 1 1 1 I I I listen«to dowse«spart(pubk)Dales) 334 334 3.34 334 334 134 Rank high Beat' 1 1 1 1 1 I Distance to dosed airport(private)(miles) 3.14 3.14 251 2.61 241 2.96 Rank 4,. . I 1 3 5 5 3 total Score , .. Onto!Rank 1 I • Residences and Other Structures Residences wilt 75 h of centreline 000 000 000 0.00 000 000 Rack(law Best) 1 1 1 1 1 1 Residences within 75-200 It of(entwine 400 5.00 200 100 7-00 200 Rank(Low 9att S 6 2 1 2 2 Total residences within 70011 of centerline 4.00 500 200 100 700 700 Rat Row DWI 5 6 2 I 2 2 Total rnlences within 500 R of aneer*ne 1100 IQ00 400 600 300 300 Rade Dow Bag 6 s 3 4 1 1 Other structures within 75 ft d centerline 000 O00 000 0.00 000 000 Rant(low Beaty 1 1 1 1 1 1 --,structures within 75-200 ft of Interline L00 L00 000 0.00 000 0.00 Rank(low Best) 5 S 1 1 1 1 err of parcels within 75 R of timeline COD 4100 31.00 3700 46AD 29.00 Rark(Low Beat 4 5 2 3 6 1 ter d co naankatlon facilities within 75 ft d centerline 0.00 0.00 000 000 000 000 Rank(Low Best 1 1 1 1 1 1 ...r o!rormrunrr:t•on facilities within 75.700 ft of centerline 0.00 000 000 0.00 000 0.00 Rivet • i 1 1 1 1 1 1 -- .mots.%wetlands PAW 0.11 0.11 000 0.00 004 0.00 , Rw&(lwrMxy 5 5 _ 1 _ 1 4 1 r n crossing S.Platte Mae(rain) O00 0.00 000 0.00 0.00 000 _ Rank Dow Best) 1 I 1 1 I 1 :ec of peeaada)oatenny=skip(atdtrd S.Plats) 000 000 000 2.00 6.00 0.00 Rat(law Best) 1 1 1 5 6 1 t..,frber d NMnmltant stony soaks 0.00 000 000 200 500 000 __ Rank(law Beat 1 1 1 5 6 1 Number of dint trossiryp 500 5.00 200 2.00 2.00 2.00 Rank how fling S S I I I I Length crossing probable playa(mks) 000 OM 000 0.00 000 003 Raid Dow Best) 1 1 1 1 I 1 length aorks Claw Potential Conservation Men(mist) 000 0.00 0.60 000 O00 000 Rain(low Best! 1 1 1 I 1 1 Length crossing important game specks habitat(ales) 000 0.53 044 155 L% 0.44 Rank(low Beaty 1 4 2 5 5 2 Length crostin i Important Min habitat(miles) O00 QM 0.00 000 000 000 Rank tow Best 1 1 1 1 1 1 Taal Score !' - O Bran Rank 1 Cultural Reaourus Numbs d NRNP sites within 1/4 mile OM Q00 OM 000 0.00 000 Rant(law Beal 1 1 1 1 1 1 1 Pipeline data are.corrpkte;the..numbers based on gent's 2013 data 2 length adjacent to linear feature(roads.NA transmission,distribution,dtdrs)was digitized baud on 2014 avid imagery. ItattknmSe Mk*Subaulm to litres Canal Substation Route A Route 6 Rout.C Rout.0 Route 1 Route I Route G Route N Selected Routes Mernatne Route 2 Alternative Route 3 Root.I Alternative Route a GI.6.3.65.66,GIO. GI.63.61.63.CIO, GI.63,67,G11,G13. 61.64.69.611, GI.G{G9,611. Se ants G1.62.66,610.G14 61.61,67 611,GIS Gle 614 014 Gt.G.4,612,61S GIS 615 fadon - - _.- -.. .. -. '_ -... OveraRkriph(mlln) 5.56 6.15 635 6.70 634 757 7.70 7.64 Rank(tow Best), 1 2 S 3 4 6 a 7 Number d toad crossings 11 03 6.00 9.0) 7.00 _ 900 6.00 910 6.O Rank(tow Bed) 6 1 S 4 5 1 5 1 r length aalacrrn to U.S.Highways(within 150(t)(miles) Q03 0.00 000 0.00 000 O00 000 OM Rani(Bap sea) 1 1 1 1 1 1 1 1 Number d US lylhways crossings 0.00 0.00 0.00 000 0.00 O00 000 000 Rank(taw Beal 1 1 1 1 1 1 1 1 length aQucent to State Nlgrweys(within 75 h)(miles) 0.00 000 0.00 O00 0.00 000 ODD • 000 Rae!high Beal 1 1 1 1 1 1 1 1 Number of Stele lf4rwyf croWap 0.00 ODD O00 0.00 0.00 OM 000 000 Rank(tow Beal' 1 1 1 I I I I 1 Ietch aunt to roads(bitten 75 ft)(miles) 1.81 056 2.49 1.16 1-53 140 2.43 1AS Rank feign Best(_ 1 a 2 7 4 6 3 S length a4acent to parcel lines(within 75 ft)(mates) 4.06 7.17 3.76 7.19 2.99 SAD 5.91 526 Rat(ltgh Best) 4 7 5 6 6 2 1 3 length a5cenl to existing Uaremhebn line(within 75 h)(miles) 000 000 0.00 0.00 000 O00 000 000 Rat(itch Beal 1 1 1 1 1 1 1 1 Number d existing trarnmhsion One crosskugs 0.00 000 0.00 0.00 010 Q00 0.00 0.00 Rem(low Best(, 1 1 1 1 1 1 1 1 , length a4acent to nkr s natural ps or oat pipeline(within JS ft)(miles)' O00 0.00 000 000 000 000 Q00 0.00 Rank(lain Beal 1 1 1 1 1 1 1 1 Number of natural gas or oil plpelete 0oc3Mp' 000 0.00 0.00 ODD 0.00 0.00 000 000 Rank(low Best) 1 1 1 1 1 1 1 1 larch a4acant to railroad(within 75 h)(mites) 0.00 000 Q00 000 0.00 x00 0.00 000 Rat(lwt Bert), 1 1 1- 1 1 1 1 1 Number of raboed amino 0.00 OM 0.00 0.00 000 0.00 0.00 000 Rank pow Bert) 1 1 1 1 1 1 1 1 teal length.4.cete to fewer features brines)' 450 0.53 126 1.67 1.59 296 404 2.12 Rank high Sal 1 0 3 6 7 4 2 5 Percent length adjacent to linear features x7.3511 1153% 51306 26101% 25.06% 3945% 52.46% 27.71% Rank i . Bert) 1 a 3 6 7 4 2 5 i . Oil and Gat and Industrial Factors Mend as welt+wNMn 75 h 000 Q00 0.00 0.00 0.00 0110 0.00 010 Rank(low Bea) 1 1 1 1 1 1 1 1 Ox andtas wells within 200 ft Q00 0.00 0.00 000 ODD 4.00 4.00 400 Rank how Bea) 1 1 1 1 1 6 6 6 Ox end pas other le aes vain 75 It 000 000 O00 000 000 O00 000 0.00 Rank(Low 6rAl, 1 1 1 1 1 1 1 1 Olt end gas otter%ales within 200 ft 5.00 200 710 400 310 7.00 0.00 510 Rank how Dal 4 1 6 3 2 6 B 4 War wells MCP 75 h 1.10 110 00) 000 100 510 SAD 400 Not Dow Beal 3 3 2 1 3 7 7 6 Mims whin 75 ft WV 000 OM O00 000 0.00 O00 ODD ' Rank i • Bat 1 1 1 1 1 1 1 1 . I . . fleaf.cton (enter pivots within 75 ft 000 0.00 Q00 000 000 200 200 200 Rank(taw Omit 1 1 1 1 1 6 6 6 l mph on state lad board pat) _ 096 000 0.94 Q57 Q03 0.00 OM O00 Rack(110 Ben 1 6 1 3 4 6 4 6 length in musical laid Pees) aW 0.00 Q00 000 OM 000 0.00 000 Rank(tow Beal 1 1 1 1 1 1 1 1 length Inwbtlslan(ndm) OM 000 000 0.00 0.00 DOD 0.00 ODD Rat(low Bat), a 1 1 1 1 r 1 1 1 Dhlance 60 deist xMd(mixes) 695 695 6.95 6.95 6.95 695 6.95 6.96 Rat Nigh Best] 1 1 1 1 1 1 1 1 Distance to closest airport(pa)(min) 289 2b9 2.69 2.69 209 2.69 2.69 2.69 Rank DAP Bent 1 1 1 1 1 1 1 1 Dance to closest airport(prtate)(miles) 3011 3.76 3.118 3ag 3M 1.7a 3.M 3.10 Rill 1 6 1 1 1 6 1 6 l,..dk-n.. U.c!alI i:..',t • • • and Other Stnxtunn Residences.Albin 7s ft of crwafan aW 0.00 OM 000 0.00 000 aW O.W Rank(tow Opt) I 1 3 1 1 1 1 1 Residences within 75.200 It d centerline 3013 000 as 0.00 000 200 200 100 (lark(tow seal $ 1 1 1 1 6 6 S TOW residences within 700 It of centerline 100 0.0D 0.00 0.00 000 200 200 100 Rat(tow Best), a 1 1 1 1 6 6 S Total resMricesSt*,500 It d centerline 2000 1100 $200 1LW 1100 14.00 14.00 17.00 Rank how Vitt 0 1 4 1 1 6 6 4 Other Divan within 75 ft of certain. OM DOD x00 0.00 000 1.00 100 100 Rat howeeV 1 1 1 1 1 6 6 6 Oils summonM0wn7S•200ftofcenterline 0.00 1.00 0,00 00D 100 2.00 200 2.00 flat Rene beet) 1 4 1 I 4 6 1 6 Number d parcels whin 75 ft at centerline 37.00 32.00 20M 2700 33.00 3500 33.00 3300 Ronk flow Beal 3 3 2 1 5 a 5 5 Number d communication Facilities within 15 ft of centerlIne 0.00 ODD O00 OM 0.00 0M 0.00 000 Rank flow Bea), 1 1 1 1 1 1 1 1 Number of communication lot Rites within 75-200 ft of centerline 0.00 000 0.00 000 0.00 100 100 100 Rank(low Oest) 1 1 1 1 1 6 6 6 Total Smote 1., 24 1i Overall Rank I c , teal Renotecec lertgthaosslnt6 wetlands Dales) 000 ODD 000 000 0.00 0.11 0.11 0.11 Rank(taw Bea), 1 1 1 1 1 6 6 6 Length Bonet S.Platte River(miles) 000 000 000 0.00 010 • 0.00 0.00 0.00 Rank(low Bat). 1 1 1 1 1 1 1 1 Number d perennial vnlerway Map(escSa &Pia) aM 000 a00 0.00 000 000 03:0 000 Rank(low Batt 1 1 1 1 1 1 1 1 Number d Intermittent waterway Ooaanp OM 010 WO 010 0.00 Q00 00) 0.00 Rank how Bat) 1 1 I 1 1 1 I 1 Number d die Dossing' LW 1.00 100 100 100 700 700 700 Rank how Bettl2 I 1 1 1 1 r 6 6 6 rtclta leel k pate*playa(ekes) 0.000.00) 000 0.00 000 0.00 0.00 OM OW Rank(tow Bea! 1 1 1 1 1 1 1 1 length Bohai GOV Potential Conservation Men(miles) 003 0.00 0.00 010 000 •- 0.00 010 0.00 Rank how Beal, 1 1 1 3 1 1 1 1 length crowing Important pine wean hebaat('Mn) OW ODD 0.00 000 000 O00 aW OS Rani(low eestl 1 1 1 1 1 1 1 1 tench ray attponant sem habitat(miles) OM QM OM 0.00 000 DOD OM OW Rank 0 o Bee) 1 1 1 1 1 1 1 1 Total Score 9 S 9 9 19 Overall Rank 1 an I 1 6 Cultural Reaourcn S -_ Number of NRNP sites within 1/4 mile 003 0130 DAD x00 000 o 00 DOD 000 Ronk(low Bev) I 1 1 1 1 I 1 1 1 Pipeline data we incomplete:these numbers based on Venty.≥01J data 7 length adpce 4 to linear features(roads.rsa.tnammission.dhrnbulm,ditches)was trtitQed bead on 1014 serial imagery. Awn Canal 5..tntatton to all.Canty S.bdanon 'ASAP.A e.vl.■ best*C •OM00 Mwl..I nutty t how*g. Nwl.II 5rlal led Po.tn An emery.&w'.; Rote l AMrnNM Rota.I o III.141.1H 1.Hid,H24 NI.MI.Ilk HI/,11101 III,NI.N41111 RI 444 10,102 N11.NI% 111,1U,W,III'.,MO, 443113 Hi,rum". di.to,Ii'.,IC II:1. I tt,HI,HI,IV,Its,10I, ft 1411 14.,1421 16S,IRS 1124,.071 1416H17.I11%071 44/4.017.1119.1111 1417,11111111 Hr.,H;1 009,11f1 Nrull L.tl•,I^'•u••I 541 5.8 617 1043 10.33 1037 II'rl 1147 flat Owe•wt 2 1 3 6 4 S A 7 Nit.of rood a.w.g. 1110 300 700 2100 1100 1710 2100 7100 Wok(Ws frill 3 2 1 • S 4 7 • torn.M.fet to uS Hynwln(ulltivr 120?II 1^'44+) 000 000 400 010 010 010 000 00 ere I nt mann 1 1 1 1 1 I 1 I larded US.N•h.a7.crossings 000 010 000 000 000 000 000 0.0) +Mitt 1 1 1 I 1 I 1 I Lunn 04004 IOltan"oaoM Krohn n ftl lmdn) 000 ow OW 010 000 400 0W 000 oar.i'••h Ong 2 1 1 1 I / I 1 Manes d Ude Hgt..pn ssawng. 0.00 OW 0W 000 010 000 00 000 art pow Intl 1 3 1 $ 1 1 1 I Logca s.0p.sn to roods potion IS III rani Its 210 131 43• 3.73 7.31 LW 1.01 PM 00/.ant) S a • 1 3 7 2 4 Lett/Otod(.e.rt bipedal Ines(w1l•n 75 III{mks) 1.18 2.50 401 1.1• 437 6.31 626 31 Moak pS#Seq 7 • • 3 5 4 2 I esetw a .4e4 to telsbltbrunwvon In.(seen a M 1m442 400 000 0.0 000 000 000 COD 000 ISM INIgh Mug 1 1 1 1 1 1 1 1 ahlbw of adabt triodenaiton Wes almatrp 000 010 am 010 010 000 OW 000 ftwe Nor Ong 1 1 1 I 1 1 1 I Lonet.g.twt to emffltq natural gas of W,.dn.(01111107111)(Htlea)a OW 600 000 60.0 010 000 000 000 Reek We Intl 1 1 1 1 1 1 1 1 Murray(of mew al 4n ofod MM..*otHrgf. 000 0W 0W OW 000 000 000 000 Mai Curs let' 1 1 1 1 1 1 1 t 1 Laesa idtioaN,to r sit 0a0 tom on is ft)bonded 0OD 000 000 010 000 CLOD 010 000 IBM Wei 1 I 1 I -I 1 1 1 Ilaw.b.e el no*sod anrgs 010 OW 601 000 010 000 *CO 000 Irk pw•wt I 1 1 1 2 1 1 1 tatWgel&Soma topes$.tats(n8O.)' 137 140 247 SM 5.73 4.75 6.115 LW NN'p41 Intl 6 7 8 3 a S 2 1 Pws n booth Woad to Iwo Natures 1137% WW1 1171% 5041% 3054% WWII %Al% 57.11% Moat 011. . ' 1 2 • 0 1 1 4 3 O aid paa.wsewn nos 000 aW 000 000 am 040 101 000 owl(Um 11•01 1 1 1 I 1 1 • 1 d4e0pawew4 wain aft LW 100 LW LW LW SW 9.00 SW Mw add Mtet' 3 1 1 _ 3 1 • • • Ward ps dlw l..tmn wales n It Ono L40 LW 400 210 LW LW 340 Monk Rom Sett 1 7 2 I 7 2 2 2 d sod pa We Oftiltin train aft 1100 1610 310 2300 1200 1300 M00 2300 Matt(tow rut 3 1 1 I 4 4 7 0 Water well,sutnna 0.40 OM 101 610 600 •W 3W SSW in(Um•.N). 1 1 1 4 4 • 4 • Monet ants nos OW 010 010 000 OW 000 CLOD 000 *art I . 1 Mas t tow I odes Canter pacts wttn:n Is N LW SW ILO 17. 7 ISO 1100 17.00 1600 W 0.1.11at 1 1 3 7 4 4 7 • • Web SW ling•omdymaln) 600 000 000 OW 000 000 OM CLOD asrlt pat sag 1 1 1 I I 1 1 a war n nwrofW land(.-.I.tl LOD OW OW OW OW OW 600 000 Rink(Love Sent I 1 1 I 1 1 1 l Cr401 in tutolasson(molts) 000 WO 4307 OW 010 • 400 6W ODD Sink flaw sal 1 1 I 1 1 I I 1 DIsWn to dawn swed(ms .) 677 677 677 677 627 027 5.17 627 M N t 0 S1t 01117}, 1 1 1 1 1 1 1 2 Deaner M Owen apart Ontki1(RAM LII LW 101 132 200 2.00 3O _ 700 ••••HPUMW 7 7 • S 1 1 1 I Distance to chant sport(pftwatrl(min( O36 054 071 031 031 031 0.31 431 Ma1k ,.. 1 I • 1 1 1 3 3 anla.t«ma Olkw Undone Ili-...fetrn wts.n n n et aentedin. OM 010 OM Oa 010 000 400 OW *st(Lwentt 1 a 1 1 3 1 I I t e•.dwort SINN.75.700ad0..Nwan LW •W SW 1100 1200 1200 1100 1400 MN6(twMtt 1 1 1 7 a 4 7 • 7tUl.nwrm S 200ft of 00400. 600 600 600 1110 1700 Um MOO 1600 Writ 0.001001 1 1 1 7 4 4 7 • loco rn.elrtwl sett SOWS wtIkNb 2200 7010 1710 4200 4340 1610 4000 1100 Rat Dw•eNt 3 2 1 7 • a a s canes.tr.taa aeon n 4 daoLY.. 600 ILW 0100 110 110 110 111 100 Ro0104MCI) 1 1 1 4 4 4 4 4 W s enters wetN4 n•20 1100f1.Iw 400 200 400 700 700 1000 1.00 1200 Sr3pna's% 7 1 7 4 4 a I 7 Wrote of porta wet.(nosef wneL.. 411) 1600 1310 6240 000 6700 7100 7400 Nark Res YON 1 7 1 5 4 4 7 a Mote dwmmuncatson t.c*Ma w .i,7521 an modem 11.03 600 010 010 OW 000 00p 00p Rat NOS pent I 1 1 1 1 1 I 1 Irsnbw dsannoo,-...:.: ........-w 1) 70011 dOena.bw 710 000 000 0.00 011 0.00 0.00 000 law ila.Reg I 1 1 I I I 1 1 Iota Nos. n 1, • .. 11 .1 n A Orr at=:-. . r le+ t.n•.�4... :.:...- ....� 0.1 010 OW 011 oW 000 aW .100 MrtOaw Soil 6 • • I 1 / 1 I Islet crasnq S Nato awe(mrt) 000 oW OW 010 040 000 010 0100 Long(Low Seat 1 1 1 ` 1 1 1 1 1 Mwbw d psnveer weww..y awnings(ad.dnt l Otsego.) 0.00 OW 010 f0• 110 110 1.00 110 Rat(Lae Deaf I I 1 • • 4 4 4 Mwbw d MnMewt wetwway trotting. 700 300 110 100 200 OW 000 000 Rank[tow Melt S 7 1 4 $ 1 1 1 MatordalWpanic 1.00 110 400 300 400 600 120D 1200 ..*(tan Met 1 1 3 • 4 4 7 7 Ise Beg pra aps,.groan) OW 610 000 041 010 OW 000 OM Rasa(two Sett 1 1 1 1 1 1 1 1 leap a 0 006a.RMMOanwnr..Mon Imhof OW OW 000 OW 000 000 040 000 Rat(tor ant) 3 1 1 1 1 1 I 1 t01p1.7Mwq 140.1aftpowwon leaDate7) 0W O.00 000 SOD oW 400 *CO 010 Rant(Low Ong. 1 1 I 1 1_ 1 I_ 1 Ler oavry impact non Nbest(miles' 000 010 400 010 000 000 000 000 Rant µs09 Mu) I 1 1 1 I I I I Total No.r la 12 II n,..at UN 1 a 1 OWN al Omoupca a. _a N;eKn.of N*HP son within 111 0d. OD) OW 0 c 0III 000 WM 000 Rod(Law Bent)_ I I 1 I I I I I 1 Pp.4•.data.•e rtmmpsr.r.thew rwmaw.Mt.d on vireo 7011 data. 7 Lento,a4at.ta to Ratan featwn(roan,raj.train:virtual;b.Obrto.6thet)Ran dirt.v.][laved en MIA a.r..I.marry
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