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Home My WebLink About20250056.tiffK: MJIDN.Jn>vH S'Gt1141 IA�NY!>r11N�ItlJ J III USR23-0039 Public Service of Colorado - Xcel Energy Company PLANNING COMMISSION CERTIFICATION This is the certify that the Weld County Planning Commission has certified and does hereby recommend to the Board of County Commissioners, Weld County, Colorado, for its confirmation, approval and adoption this Site Specific Development Plan and Use by Special Review as shown and described hereon this 6 day of �le�nn+b+r� , Chair, elldunty Planning Commission BOARD OF COUNTY COMMISSIONERS CERTIFICATION This is to certify that the Board of County Commissioners, Weld County, Colorado, does hereby confirm and adopt this Site Specific Development Plan and Use by Special Review and the Development Standards as shown and described hereon this iv., day of n_loor"bar 20 Zq Chair, Board of County Commissioners ATTEST: Weld County Clerk to the Board BY: ( K M L 51Lk- Deputy Clerk to the Board PROPERTY OWNER'S CERTIFICATION Dated: '/I2'2o24 The undersigned property owner(s) do(es) hereby agree to the Site Specific Development Plan and ' Use by Special Review Development Standards as described hereon this ;,C day ofr, '4NyK-2024 1 PAGE OF DOCUMENT INCLUDED IN PAPER FILE. REMAINDER RETAINED ELECTRONICALLY IN TYLER. Co MF-'w r cod-; o r1S o I /o6/2S Jennifer Chester, PSCo Authorized Agent USR23-0039 '' Public Service of Colorado Xcel Energy Company Signature Blocks XeeIEnergy 2025-0056 PL 2ao3 5001149 Pages: 2 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County CO USR23-0039 Public Service of Colorado - Xcel Energy Company SITE SPECIFIC DEVELOPMENT PLAN USE BY SPECIAL REVIEW PERMIT DEVELOPMENT STANDARDS 1. Site Specific Development Plan and Use by Special Review Permit, USR23-0039, is for a 1041 Major Facility of a Public Utility or Public Agency, encompassing approximately 47.2 miles of the proposed Colorado Power Pathways 345 kilovolt (kV) double circuit Electric Transmission Line, including the 58.7 -acre laydown yard, referred to as the Cervi Yard, and the 59.4 -acre laydown yard, referred to as the Sarchet Yard, outside of subdivisions and historic townsites in the A (Agricultural) Zone District, subject to the Development Standards stated hereon. 2. Approval of this plan may create a vested property right pursuant to Section 23-8-10 of the Weld County Code. 3. The hours of operation related to construction are daylight hours only. 4. The operator shall provide written evidence of an approved Emergency Action and Safety Plan to the Department of Planning Services. 5. The property owner or operator shall be responsible for controlling noxious weeds on the proposed easement, pursuant to Chapter 15, Articles I and II, of the Weld County Code. 6. The access to the site shall be maintained to mitigate any impacts to the public road, including damages and/or off -site tracking. 7. There shall be no parking or staging of vehicles on public roads. On -site parking shall be utilized. 8. Any work that may occupy and/or encroach upon any County rights -of -way or easement shall require an approved Right -of -Way. Use Permit prior to commencement. 9. The property owner shall comply with all requirements provided in the executed Road Maintenance Agreement - Construction. 10. The Road Maintenance Agreement - Construction for this site may be reviewed on an annual basis, including a site visit and possible updates. 11. The historical flow patterns and runoff amounts on the site will be maintained. 12. Weld County is not responsible for the maintenance of on -site drainage related features. 13. The contractor is permitted to use, on a temporary basis, the two (2) temporary construction laydown and staging areas for base of operations. 14. During construction, all liquid and solid wastes (as defined in the Solid Wastes Disposal Sites and Facilities Act, C.R.S. §30-20-100.5) shall be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. 15. During construction, no permanent disposal of wastes shall be permitted at this site. This is not meant to include those wastes specifically excluded from the definition of a solid waste in the Solid Wastes Disposal Sites and Facilities Act, C.R.S. §30-20-100.5. 16. During construction, waste materials shall be handled, stored, and disposed of in a manner that controls fugitive dust, fugitive particulate emissions, blowing debris, and other potential nuisance conditions. The facility shall operate in accordance with Chapter 14, Article I of the Weld County Code. 17. Fugitive dust and fugitive particulate emissions shall be controlled throughout the duration of construction of the transmission line and until ground cover is established. Uses on the property shall comply with the Colorado Air Quality Commission's Air Quality Regulations. 18. The applicant shall submit an Air Pollution Emission Notice (A.P.E.N.) and Emissions Permit Application and obtain a permit from the Air Pollution Control Division of the Colorado Department of Public Health and Environment, as applicable. 19. During construction, adequate toilet facilities and handwashing units shall be provided. Screened portable toilets are acceptable, and shall be serviced by a cleaner licensed in Weld County and shall contain hand sanitizers. Portable toilets shall be removed upon completion of construction. 20. The operation shall comply with all applicable rules and regulations of the state and federal agencies and the Weld County Code. 21. A Flood Hazard Development Permit is required for all construction or development occurring in the floodplain or floodway, as delineated on Federal Emergency Management Agency (FEMA) FIRM Community Panel Map #08123C -1905F, dated November 30, 2023 (South Platte River Floodplain); #08123C -1975E, dated January 20, 2016 (Box Elder Creek Floodplain); #08123C -2000E, dated January 20, 2016 (Lost Creek Floodplain); and #08123C -2025E, dated January 20, 2016 (Sand Creek Floodplain). Any development shall comply with all applicable Weld County requirements, Colorado Water Conservation Board requirements, as described in Rules and Regulations for Regulatory, Floodplains in Colorado, and FEMA regulations and requirements as described in 44 CFR parts 59, 60, and 65. The FEMA definition of development is any man-made change to improved or unimproved real estate, including, but not limited to, buildings or other structures, mining, dredging, filling, grading, paving, excavation, drilling operations, or storage of equipment and materials. 22. FEMA's floodplain boundaries may be updated at any time by FEMA. Prior to the start of any development activities, the owner and/or operator should contact Weld County to determine if the floodplain boundaries have been modified. 23. A Right -of -Way Permit will be required at each County Road crossing, along with approved signing details. 24. Construction office trailers and storage trailers and electrical services to the trailers are subject to building permits, per Section 29-3-10 of the Weld County Code. 25. Sources of light shall be shielded so that light rays will not shine directly onto adjacent properties. Sources of light should not cause a nuisance or interfere with the use on the adjacent properties in accordance with the map. Neither the direct, nor reflected, light from any light source may create a traffic hazard to operators of motor vehicles on public or private streets. No colored lights may be used, which may be confused with, or construed as, traffic control devices. 26. Building Permits may be required for any new construction, set up of manufactured structures, or change of use of existing buildings, per Section 29-3-10 of the Weld County Code. Buildings and structures shall conform to the requirements of the various codes adopted at the time of permit application. Currently, the following have been adopted by Weld County: 2018 International Building Codes, 2018 International Energy Code, 2020 National Electrical Code, and Chapter 29 of the Weld County Code. A Building Permit application must be completed and two (2) complete sets of engineered plans, bearing the wet stamp of a Colorado registered architect or engineer, must be submitted for review. A Geotechnical Engineering Report, performed by a Colorado registered engineer, or an Open Hole Inspection shall be required. A Building Permit must be issued prior to the start of construction. 27. Building Permits issued on the proposed lots will be required to adhere to the fee structure of the County -Wide Road Impact Fee, County Facility Fee, and Drainage Impact Fee Programs. 28. All buildings shall comply with the setback from oil and gas wells, per Section 23-4-700 of the Weld County Code, as amended. 29. The applicant or their representatives shall comply with the signed lease agreement for the two (2) temporary construction laydown and staging areas, including the decommissioning/deconstruction of the site and remove all equipment, trailers and materials. The site shall be reclaimed and planted in a seed mix acceptable to the property owner. 30. The property owner or operator shall be responsible for complying with the Design and Operation Standards of Chapter 23 of the Weld County Code. 31. Necessary personnel from the Weld County Departments of Planning Services, Public Works, and Public Health and Environment shall be granted access onto the property at any reasonable time, with advance notice of a minimum of 48 hours, in order to ensure the activities carried out on the property comply with the Conditions of Approval and Development Standards stated herein and all applicable Weld County regulations. 32. The Use by Special Review area shall be limited to the plans shown hereon and governed by the foregoing standards and all applicable Weld County regulations. Substantial changes from the plans or Development Standards, as shown or stated, shall require the approval of an amendment of the Permit by the Weld County Board of County Commissioners before such changes from the plans or Development Standards are permitted. Any other changes shall be filed in the office of the Department of Planning Services. 33. Construction or Use pursuant to approval of a Use by Special Review Permit shall be commenced within three (3) years from the date of approval, unless otherwise specified by the Board of County Commissioners when issuing the original Permit, or the Permit shall be vacated. The Director of the department of Planning Services may grant an extension of time, for good cause shown, upon a written request by the applicant. 34. A Use by Special Review shall terminate when the Use is discontinued for a period of three (3) consecutive years, the Use of the land changes or the time period established by the Board of County Commissioners through the approval process expires. The applicant may notify the Department of Planning Services of a termination of the Use, or Planning Services staff may observe that the Use has been terminated. When either the Department of Planning Services is notified by the applicant, or when the Department of Planning Services observes that the Use may have been terminated, the Planner shall send certified written notice to the applicant asking that the applicant request to vacate the Use by Special Review Permit. 35. In such cases where the Use by Special Review has terminated but the applicant does not agree to request to vacate the Use by Special Review Permit, a hearing shall be scheduled with the Board of County Commissioners to provide the applicant an opportunity to request that the Use by Special Review Permit not be vacated, for good cause shown. The applicant shall be notified at least ten (10) days prior to the hearing. If the Board of County Commissioners determines that the Use by Special Review has terminated and no good cause has been shown for continuing the permit, then the termination becomes final, and the Use by Special Review Permit is vacated. 36. The property owner or operator shall be responsible for complying with all of the foregoing Development Standards. Noncompliance with any of the foregoing Development Standards may be reason for revocation of the Permit by the Board of County Commissioners. 37. RIGHT TO EXTRACT MINERAL RESOURCES STATEMENT: Weld County has some of the most abundant mineral resources, including, but not limited to, sand and gravel, oil, natural gas, and coal. Under Title 34 of the Colorado Revised Statutes, minerals are vital resources because (a) the state's commercial mineral deposits are essential to the state's economy; (b) the populous counties of the state face a critical shortage of such deposits; and (c) such deposits should be extracted according to a rational plan, calculated to avoid waste of such deposits and cause the least practicable disruption of the ecology and quality of life of the citizens of the populous counties of the state. Mineral resource locations are widespread throughout the County and people moving into these areas must recognize the various impacts associated with this development. Oftentimes, mineral resource sites are fixed to their geographical and geophysical locations. Moreover, these resources are protected property rights and mineral owners should be afforded the opportunity to extract the mineral resource. 38. The Weld County Right to Farm Statement, as it appears in Section 22-2-30.A.4.a of the Weld County Code, shall be placed on the map and recognized at all times. Weld County is one of the most productive agricultural counties in the United States, typically ranking in the top ten counties in the country in total market value of agricultural products sold. The rural areas of Weld County may be open and spacious, but they are intensively used for agriculture. Persons moving into a rural area must recognize and accept there are drawbacks, including conflicts with long-standing agricultural practices and a lower level of services than in town. Along with the drawbacks come the incentives which attract urban dwellers to relocate to rural areas: open views, spaciousness, wildlife, lack of city noise and congestion, and the rural atmosphere and way of life. Without neighboring farms, those features which attract urban dwellers to rural Weld County would quickly be gone forever. Agricultural users of the land should not be expected to change their long-established agricultural practices to accommodate the intrusions of urban users into a rural area. Well -run agricultural activities will generate off -site impacts, including noise from tractors and equipment; slow -moving farm vehicles on rural roads; dust from animal pens, field work, harvest, and gravel roads; odor from animal confinement, silage, and manure; smoke from ditch burning; flies and mosquitoes; hunting and trapping activities; shooting sports, legal hazing of nuisance wildlife; and the use of pesticides and fertilizers in the fields, including the use of aerial spraying. It is common practice for agricultural producers to utilize an accumulation of agricultural machinery and supplies to assist in their agricultural operations. A concentration of miscellaneous agricultural materials often produces a visual disparity between rural and urban areas of the County. Section 35-3.5-102, C.R.S., provides that an agricultural operation shall not be found to be a public or private nuisance if the agricultural operation alleged to be a nuisance employs methods or practices that are commonly or reasonably associated with agricultural production. Water has been, and continues to be, the lifeline for the agricultural community. It is unrealistic to assume that ditches and reservoirs may simply be moved "out of the way" of residential development. When moving to the County, property owners and residents must realize they cannot take water from irrigation ditches, lakes, or other structures, unless they have an adjudicated right to the water. Weld County covers a land area of approximately 4,000 square miles in size (twice the size of the State of Delaware) with more than 3,700 miles of state and County roads outside of municipalities. The sheer magnitude of the area to be served stretches available resources. Law enforcement is based on responses to complaints more than on patrols of the County, and the distances which must be traveled may delay all emergency responses, including law enforcement, ambulance, and fire. Fire protection is usually provided by volunteers who must leave their jobs and families to respond to emergencies. County gravel roads, no matter how often they are bladed, will not provide the same kind of surface expected from a paved road. Snow removal priorities mean that roads from subdivisions to arterials may not be cleared for several days after a major snowstorm. Services in rural areas, in many cases, will not be equivalent to municipal services. Rural dwellers must, by necessity, be more self-sufficient than urban dwellers. People are exposed to different hazards in the County than in an urban or suburban setting. Farm equipment and oil field equipment, ponds and irrigation ditches, electrical power for pumps and center pivot operations, high-speed traffic, sand burs, puncture vines, territorial farm dogs and livestock, and open burning present real threats. Controlling children's activities is important, not only for their safety, but also for the protection of the farmer's livelihood. USR23-0039 Public Service of Colorado Xcel Energy Company Development Standards Sheet: 2 of 40 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energy Revised: 9/30/2024 I NOT FOR CONSTRUCTION 21290 37287 Book 48 Page 271 BOCC Resolution 2016-134_ Road Book 658 Page 26 1889 Resolution ROW 1889 Resolution ROW 1889 Resolution ROW Book 48, Page 331 1889 Resolution ROW 1889 Resolution ROW 1889 Resolution ROW 1889 Resolution ROW 60 Feet 165 Fee 60 Feet 30 Fee 30 Feet 30 Feet 60 Feet 30 Feet 30 Feet 30 Feet 30 Feet 4N 65W I COUNTY ROAD 48 .Q ro Ez o 5001149 Pages: 3 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII rash rlitill'IMit'ClariNEt, Willi Ili III U S R2 3 -0 039 Public Service of Colorado - Xcel Energy Company U, I # COUNTY ROAD 44 05 \1 \\c„._ 4N43W\ 3VN \v \\ej is A N 62W\ `\ \ v \ �\ \\ \\\ \\ \\\ \� \\\\M) \ \ \ y \-:\r—)\�\\ � �`\�\ { i e r, \\ \)\1\ } \ b. \ 1\ r O 0 . E O) 23 24 26 27 29 30 31 32 33 34 WCR 26 (Unmaintained ROW) WCR 49 WCR 51 (Unmaintained ROW ) WCR 53 (Unmaintained ROW WCR 26 (Unmaintained ROW WCR 57 (Unmaintained ROW ) WCR 59 (Unmaintained ROW) WCR 61 (Unmaintained ROW ) WCR 63 (Unmaintained ROW ) WCR 65 (Unmaintained ROW ) 35 WCR 67 (Unmaintained ROW ) 52 WCR 28 (Unmaintained ROW) 53 WCR 95 (Unmaintained ROW Z 54 WCR 97 (Unmaintained ROW _ kson Lake Mapunit Symbol Mapunit Name Farmland Class 1 Altvan loam, 0 to 1 percent slopes Ellicott -Ellicott sandy -skeletal complex, 0 to 3 10 percent slopes, rarely flooded 11 Bresser sandy loam, 0 to 3 percent slopes 21 Dacono clay loam, 0 to 1 percent slopes 3 Aquolls and Aquents, gravelly substratum 35 Loup-Boel loamy sands, 0 to 3 percent slopes Not prime farmland 4N 61W 4N 6OW VIMMINIMMINIMIS 3Ni! 6OW Q 'Z :o 2N 60Wi Not prime farmland Prime farmland if irrigated and the product of I (soil erodibility) x C Prime farmland if irrigated and the Prime farmland if irrigated Prime farmland if drained and 4 Aquolls and Aquepts, flooded 40 Nunn loam, 1 to 3 percent slopes Prime farmland if drained and Prime farmland if irrigated Farmland of statewide importance vmey loamy sand,1 to 3 percent slopes Farmland of statewide importance Olney loamy sand, 3 to 5 percent slopes Farmland of statewide importance Olney fine sandy loam, 1 to 3 percent slopes Prime farmland if irrigated and the 72 Vona loamy sand, 0 to 3 percent slopes 73 Vona loamy sand, 3 to 5 percent slopes 85 Water Ellicott-Glenberg complex, 0 to 3 percent slopes, occasionally flooded Bankard sand, 0 to 3 percent slopes BIA Bijou loamy sand, 0 to 1 percent slopes 3 percent slopes BnA Bijou sandy loam, 0 to 1 percent slopes Farmland of statewide importance Farmland of statewide importance Not prime farmland Farmland of local importance Not prime farmland Not prime farmland Bijou sandy loam, moderately deep, 0 to 1 BoA percent slopes Bijou sandy loam, moderately deep, 1 to 3 Bob percent slopes Bp Valent loamy sand, 3 to 9 percent slopes BuA Bresser loamy sand, 0 to 3 percent slopes BvA Bresser sandy loam, 0 to 3 percent slopes BxC Bresser soils, terrace, 3 to 5 percent slopes Farmland of statewide importance FcA Fort Collins loam, 0 to 1 percent slopes Not prime farmland Farmland of statewide importance Farmland of statewide importance Farmland of statewide importance Not prime farmland Not prime farmland Not prime farmland Farmland of statewide importance Farmland of statewide importance Prime farmland if irrigated HhA Haverson sandy loam, 0 to 1 percent slopes Farmland of statewide importance HhC Haverson sandy loam, 3 to 5 slopes HtA Heldt clay loam, 0 to 1 percent slopes HtB Heldt clay loam, 1 to 3 percent slopes HvA Heldt sandy loam, 0 to 1 percent slopes Hx Heldt-Koen complex NIA Nunn loam, 0 to 1 percent slopes NsA Nunn sandy loam, 0 to 1 percent slopes Rv Riverwash Farmland of statewide importance Not prime farmland Not prime farmland Not prime farmland Not prime farmland Not prime farmland Prime farmland if irrigated Farmland of statewide importance Not prime farmland TuB Truckton loamy sand, 1 to 3 percent slopes Not prime farmland TuC Truckton loamy sand, 3 to 5 percent slopes Not prime farmland TvC Truckton soils, 3 to 9 percent slopes Va Valent sand, 0 to 3 percent slopes VcD Valent sand, 3 to 9 percent slopes Vd Valentine-Duneland complex Ve Valentine -Dwyer sands, terrace Not prime farmland Not prime farmland Not prime farmland Not prime farmland Not prime farmland VmD Vona -Dwyer loamy sands, 5 to 9 percent slopes Not prime farmland USR23-0039 Public Service of Colorado Xcel Energy Company Vicinity Map Sheet: 3 of 40 0 Existing Substation Laydown Yard O Preliminary Structure Location Proposed 345kV Route © CDOT / U.P. Rail Road Agreement Crossing ❑ Road Crossing Location Existing Electric Infrastructure --♦— 69kV Transmission Line --Ar— 115kV Transmission Line --o— 138kV Transmission Line --a— 230kV Transmission Line Transportation Interstate Highway U.S. Highway ..E- -----r)s State Highway Local Road Rail Road Hydrology River/Stream r Waterbody Boundary 1 County PLSS Township NIONION J Municipal Boundary Sources: DOLA2021, CDOT2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 0 e 2 4 Miles PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energy Revised: 10/24/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 4 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII II��'��'f'N' a41tI' G14�1��F►'�lll�� r�'�r��h� li � II III 3 vee/17r7/ US R23-0039 Public Service of Colorado - Xcel Energy Company driZedirat nIw 0 ;••.;•;•�.�•?.►�.:�A•A•;•;•;•;;; • • v�� a��.` 004 ®r�.�.�.�. 5 I/ Cry ssin 2 •..r,�.rr,00s�ir.��i7��.� -007 we - 23 . �',� �► ...... ��oft-x.•�oofteee•, i'�,�:'rr.�.�:�1.��./rrrw/.r.��/r�rr./rr�1.�/�.,I�r.�rr�rr�rr :•:•:•:-:.:�:..�.-.-��.-.�_-�N.�:•:�:� rr.�►�.r.,�►r� ar,�► � si,� ,rr.�rrr..�.i►� �..rr,�s.•Lr.�-=r,.�.�-S��rS.r.�L�r,�ri�.rlrr�.�ir �.�r�rr.�.rv./►I/Irrs�<,�rssii�.�..��_._.r___ eirl�.� � o • rh' � � -�••• ,� °�.-.._•— ..-� �/�/I�11lidl�ivr�.r.rV r.,�.r.�._�_ �-�.�..-•.�.rw�.�•�_/.��rte. - .�� I�►-�, ctl'._ . �..��r. ArdirArAPAPAP{81'2f3C"l'9E�a111 /',.' 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Rail Road Agreement Crossing • Residential Structure o Road Crossing Location Existing Electric Infrastructure --+— 69kV Transmission Line —�— 115kV Transmission Line —o— 138kV Transmission Line ---•— 230kV Transmission Line Transportation .moms Interstate Highway U.S. Highway State Highway Local Road Rail Road Hydrology — River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed R) Boundaryoute MINNOW MI 1 County PLSS Township Municipal Boundary i ► Weld County Road Right of Way ----1 Future Weld County Road ---- Right of Way Sources: D0LA 2021, CD0T 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 0, V, OUNTY ROAD 38 o, �- z Ov COUNTY RO 34 WELD COUNTY l z Fort S 0' O' a; O :_. V Vrain e 5 6 GRAND{AV COUNTY( ROAD32 0 500 1,000 I I 1 Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energy' Revised: 0/24/2024 NOT FOR CONSTRUCTION 8 ■ ■ ODENBAUGH CAROL 120912100024 5001149 Pages: 5 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11111 MAW ■ i a ■ a AGGREGATE INDUSTRIES LAND COMPANY INC 120912000008 ■ 012 0131 3N 67W t21'1r07O'00007 Crossing 4 - WCR 25.5 USR23-0039 Public Service of Colorado - Xcel Energy Company i 6 UPRR' Crossing s4 greelr ent 7963 1 2 Crossing 5 - US -85 BELLA FARMS LLC 121107000047 5 BELLA FARMS LLC 121108200027 018 "------019-020-8 2936 LLC 121108100015 021-022 C ERV E 1241'08U©0026 USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 5 of 40 O Preliminary Structure Location Proposed 345kV Route - - - - - Access Road For construction, all access widths = 20 feet, turning radii = 65 feet 150 -foot ROW Laydown Yard Pull Site CDOT / U.P. Rail Road Agreement Crossing ■ Residential Structure ❑ Road Crossing Location Existing Electric Infrastructure —•-- 69kV Transmission Line 115kV Transmission Line —c— 138kV Transmission Line --a— 230kV Transmission Line Transportation annegem Interstate Highway U.S. Highway State Highway -- Local Road �--�— Rail Road Hydrology River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary 1 County PLSS Township Municipal Boundary --_- j Weld County Road Right of Way ---� Future Weld County Road ---- Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 J\ Fort St. o Vrain -,pL4 o, COUNTY ROAD 34 CR•32:50— D O z oi of 0 I e 500 1,000 Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited intemal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. XcelEnergr Revised: 90/24/2024 I NOT FOR CONSTRUCTION cc cc0 cc cc 2 0 0 2 Ditch ■ ANDERSON ROBERT 121109100023 OWENS'TH.' AS R 12110940 e o 3 2 5 2936 LLC 121108100015 Crossing 6- WCR 29 5001149 Pages: 6 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO viii pordrim inh:i Krlrhi :miff ripiniki BACKSTROM ANNE E 121109200024 ■ Evans SCHMIDIiTROY DOUGLAS 121109000012 • 024 UBtle'SERVIC'ETC TO LO PUBLIC SERVICE CO$F COO ■ ■ ■ ■ .mm0900000 ■ W41080000243 17 BIRMINGHAM SCOTT D 121109300020 4 ANDERSON CHARLES 121109100017 COLORADO ' TATE OF 121116000001 16 ■■ USR23-0039 Public Service of Colorado - Xcel Energy Company PLATTE VALLEY IRRIGATION COMPANY 121109100018 026 P� BLIC SERVICE CO • F COLO V4 A. 121109000009 ANDERSON CHARLES T 121109400016 ■ ■ 3 MORNING FRESH FARMS INC 121110000010 MORNING FRESH FARMS INC 121115300019 15 USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 6 of 40 O Preliminary Structure Location Proposed 345kV Route - - - - - - Access Road For construction, all access widths = 20 feet, turning radii = 65 feet 150 -foot ROW Laydown Yard Pull Site • CDOT / U.P. Rail Road Agreement Crossing ■ Residential Structure ❑ Road Crossing Location Existing Electric Infrastructure —•— 69kV Transmission Line 115kV Transmission Line —o— 138kV Transmission Line --m— 230kV Transmission Line Transportation Interstate Highway U.S. Highway State Highway Local Road I Rail Road Hydrology — River/Stream N Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary r- 1 County PLSS Township Municipal Boundary [___- j Weld County Road Right of Way ---� Future Weld County Road ---i Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 ®MAIN STi CR-32:50 0 =. Z° z o COUNTM;tROAD 32 10 e 500 1,000 Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. lice/Energys Revised: 10/24/2024 I NOT FOR CONSTRUCTION } } } 17 rojectslDEN11163 0039 CO Pathway Permits\GISlLavouts\Permitting\Weld Co\104111041 MaoSet11041 MaoSet,aorx 20 } 5001149 Pages: 7 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , Co liii 1p.rnimminvoiran' vi } lrnokII ti II I 1 OLIN FAMILY LIMITED PARTNERSHIP LLLP 121116000002 U. N. USR23-0039 Public Service of Colorado - Xcel Energy Company LORADO STATE OF 121116000001 a -m — iw—r liIPalizi'R.rarl #+ IPMF3iia=i..E•rafie rm-.L-= 16 ....========= =7.-7=7. T7 ------- - I • 036 BROWN STACY LEE 121121200012 BROWN STACY LEE 121121000007 SARCHET SCOTT D REVOCABLE TRUST 121121000008 Reception No. 4924253 ------------- ----- 1 ■ yam: O=JERIN:M— YOUNGrdE - -- -- — 1211"282OOOO2 -- — -121118'100001 - Reception No. 4977289 Recep p'No` ¢977289 A033 ►1l ► ►I 034 c7 I I Q 'I z=' I II' 035 III ill I I I I I I I I I I Crossing 8 - WCR 32 ___ ___ _ == _ C = =...w ====_=======as=====as==as_=======as==S==as=i====--S= MORNING FRESH FARMS INC 121115300019 15 SARCHET SHAWN DEE 121121000005 Reception No. 4947340, 4924250 SARCHET SCOTT D REVOCABLE TRUST 121121000009 Reception No. 4924253 3N 66W PUBLIC SERV 28 037 038 ► ► ■ OF COLO 039 ■ 041 Crossing 9 - WCR 30 PUBLIC SERVICE p OF COLO 12112800001 ■ ■ ■ -===m-- -==== ==a===.=.=..3.. .— a= ROBERTS RONALD J (1/2 INT) 121122000019 ■ 22 ROBERTS RHONDA E 121122000020 ROBERTS RHONDA E 121122000021 JRM TRUST 121122300002 • • -------------------------------------------------------------- BARCLAY FARMS LLC 27 121127000026 14 --yam====_= ( ' II I} Ir II 1 I 11 III III j 23 II 11 II 1 26 ll USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 7 of 40 O Preliminary Structure Location Proposed 345kV Route - - - - - Access Road For construction, all access widths = 20 feet, turning radii = 65 feet 150 -foot ROW - ; Laydown Yard n x Pull Site • CDOT / U.P. Rail Road Agreement Crossing • Residential Structure ❑ Road Crossing Location Existing Electric Infrastructure � — 69kV Transmission Line � — 115kV Transmission Line --C. 138kV Transmission Line --•— 230kV Transmission Line Transportation offiffiffala Interstate Highway U.S. Highway State Highway Local Road -I I Rail Road Hydrology River/Stream Waterbody 100 -year FEMA Floodplain ‘xxvv Floodway (Not Crossed by Proposed . Route) Boundary E.- 1 County — 1 PLSS Township Municipal Boundary ---- j Weld County Road Right of Way ' ---1 Future Weld County Road ---- Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 85) p CR-32:50.. GRAND AV aj 7 COUNTY ROAD 32 WELDCOUNTY 0 8 _ 9, $0 e 500 1,000 Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energy Revised: 10/24/20241 NOT FOR CONSTRUCTION _ _ 12112400000825__ _ Reception No. 49243 21 5001149 Pages: 8 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , Co ®III Peel YOUNG JERIN M 121128200002 Reception No. 4977289 YO NAG JERIN M 1 128200001 Reception No. 4977289 NILES MILLER FAMILY FARMS LLC 121128000003 Reception No. 4966214 20 SARCHET SCOTT D REY/OQABLE UST 29 a as 0) Cs, 0 0 0) 0 Co 0 0 0 U) 0 NILES MILLER FAMILY FARMS LLC 121133000005 Reception No. 4966214 MARKOFF PHIL 121133300024 1: R USR23-0039 Public Service of Colorado - Xcel Energy Company PUBLIC SER 1211 i • 0 42 G!OF COLO OOOO 043 044 PUBLIC SERV�GgE 1211280 BROWN STACY LEE 121133000012 Reception No. 4973433 PEITZ LAND INVESTMENTS LLC 121133400026 Reception No. 4975043 :O OF COLO 'o14 045 046 Crossing 10 - WCR 28 3N 66W 27 BARCLAY FARMS LLC 121127000026 OF COLO SCHROEDER THOMAS J 121134000025 STONE ROBERT W & HELEN L LIV TRUST 50% 121134000022 Reception No. 4973289 Crossing 11 - WCR 31 ■ ADAMS LORRAINE 121134000020 Reception No. 4952411 34 051 Reception No. 4952411 CANYON TRAIL FENCING LLC 121134000009 Reception No. 4973432 26 { _NILES MILLER.FAMILY_EARMS 121-1'-35OOOO:O2 _ _® ® ° e Reception No. 49662141 052 053 054 35 1 Crossing 12 y - WCR 33 USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 8 of 40 O Preliminary Structure Location ® Proposed 345kV Route - - - - Access Road For construction, all access widths = 20 feet, turning radii = 65 feet 150 -foot ROW Laydown Yard M Pull Site 0 CDOT I U.P. Rail Road Agreement Crossing ■ Residential Structure ❑ Road Crossing Location Existing Electric Infrastructure --•— 69kV Transmission Line 115kV Transmission Line —c— 138kV Transmission Line --m— 230kV Transmission Line Transportation Interstate Highway U.S. Highway State Highway Local Road Rail Road Hydrology River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary r--1 County PLSS Township Municipal Boundary L__—_ I Weld County Road Right of Way ---1 Future Weld County Road Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 0 e 500 1,000 Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energys Revised: 10/24/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 9 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO ®III ilia ®III I 50ft X ►(75©ft>i Crossing 10 -------------_—____ —_____ - WCR 28 MRJ CAMP HOLDINGS LLC 1/2 INT 121125000006 Reception No. 4963478 & 4963479 USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 9 of 40 O Preliminary Structure Location - Proposed 345kV Route - ----- Access Road For construction, all access widths = 20 feet, turning radii = 65 feet 150 -foot ROW Laydown Yard Pull Site CDOT / U.P. Rail Road Agreement Crossing ■ Residential Structure o Road Crossing Location Existing Electric Infrastructure • 69kV Transmission Line 115kV Transmission Line —�— 138kV Transmission Line --■— 230kV Transmission Line Transportation Interstate Highway U.S. Highway State Highway Local Road —I I Rail Road Hydrology River/Stream Waterbody _.. 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary I 1 County PLSS Township Municipal Boundary L____ f Weld County Road Right of Way ---� Future Weld County Road ---- = Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 GRAND AV 85 COUNTY ROAD 32 10 9 EL:D. COUNT COUNTY ROAD 22 e O O 500 1,000 Feet 11 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Ehergyx Revised: 10/24/2024 i NOT FOR CONSTRUCTION 7 0 Z i O Spe 26 MRJ CAMP HOLDINGS LLC 1/2 INT 121126000008 Reception No. 4963478 & 4963479 / Id Co\1041\1041 MaoSet11041 MapSet.aonc / / / CANNON LAND CO 1211350000041 Reception No. 4954;97 35 Path: Z:1Projects\DEN11163 0039 CO / Crossing 14 - WCR 35 062 Crossing 13 - WCR 28 / / / / / / / 5001149 Pages: 10 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County CO ®III �I��l�'CRS`�Fti��I��I�Y�«1��41��L'i��1:�1�Y4rh 1I 111 063 3N 66W MRJ CAMP HOLDINGS LLC 1/2 INT 121125000006 Reception No. 4963478 & 4963479 USA 121136000005 USR23-0039 Public Service of Colorado - Xcel Energy Company \, Crossing 15 - WCR 37 Crossing 16 - WCR 28 MRJ CAMP HOLDINGS LLC 1/2 INT 121330000002 Reception No. 4963478 & 4963479 069 _070 071 NGL Water Solutions DJ, LLC 121330400017 3N 65W }I II ;4 29 Z WARDELL ROYT LIVING TRUST 121329000007 --------------------------------------------------------- MRJ CAMP HOLDINGS LLC 1/2 INT; Phyllis E. Nelson 1/2 INT 121331000003 Reception No. 4963478 & 4963479 072 .073 ( USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 10 of 40 O Preliminary Structure Location - Proposed 345kV Route - - - - - - Access Road For construction, all access widths = 20 feet, turning radii = 65 feet 1 i 150 -foot ROW Laydown Yard x Pull Site • CDOT / U.P. Rail Road Agreement Crossing Residential Structure ❑ Road Crossing Location Existing Electric Infrastructure --•— 69kV Transmission Line 115kV Transmission Line — €-- 138kV Transmission Line — �— 230kV Transmission Line Transportation Interstate Highway 1Mb U.S. Highway State Highway _ Local Road —I I Rail Road Hydrology River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary County • PLSS Township Municipal Boundary Weld County Road Right of Way _---� Future Weld County Road --- Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 a, 0 O 0 6 ' 0 COUNTY ROAD 32� O O' COUNTY ROAD 22 e 0 z€ O 0 500 1,000 Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energy Revised: 10/24/2024 I NOT FOR CONSTRUCTION ■ ■ 31 WAAYEH S LEE 130706100026 ■ MaD15.efl1041 N1aaSet.aarx \Weld Co\1041\1 0 0) 0 C) Co Path: Z:\PrQjects\ VITT FRANCIS 130706100024 saaes, VallA eft, Jar ■ 5001149 Pages: 11 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111pRitrumnir WII : � �K I�I'1.��31rIi4r�I �I II MRJ CAMP HOLDINGS LLC 1/2 INT; Phyllis E. Nelson 1/2 INT 121331000003 Reception -No. -4963478-&-4963479 078 1 ll�II �ll II I I i I Crossing 17 -WCR39 Crossing 18 - WCR 26 SILICON RANCH CORPORATION 121332300028 080 - X081 *082 ♦ ♦ ♦ ♦ 1 1 51 B & M LAND COMPANY 130705000007 I Reception No. 4942042 ♦ ♦ 083 084 US R23-0039 Public Service of Colorado Xcel EnergyCompany IIIIii lII11 IIIIIIIII=11ilII'II11 ,III 1I Iiu lii,ii IN Iil�ll III IIII IiIiii. HIIII e1 I I ,, I I 01= II QIjII 1� II -, III Iii Zkn of 11 • 3N 65W 1II II +.II 11 WALTER/CMNNON PARTNERSHIP 11,2'1333000008 q ₹ II d 11 W I II r II N I I' I •ii fli! ■ • • . • 7 ♦ 32 8 `• P 088 II it 089; 10 I II Crossing 19 -WCR 41 —'091 33 MOSER RICK & Kevin 130704000002 Reception No. 4942041 • REIGLE JOELLEN M LIVING TRUST 130704000011 Reception No. 4983195 092 T 093 9 ■ If e 34 CANNON LAND CO i130703000013 CANNON LAND CO 130703000010 Reception No. 4954972 3 Crossing 20 - WCR 43/Cavanaugh Rd USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 11 of 40 O Preliminary Structure Location Imo.. Proposed 345kV Route ------ Access Road For construction, all access widths = 20 feet, turning radii = 65 feet r ---I _ _ 1 150 -foot ROW - - Laydown Yard a Pull Site CDOT / U.P. Rail Road Agreement Crossing ■ Residential Structure ❑ Road Crossing Location Existing Electric Infrastructure --$ 69kV Transmission Line —�— 115kV Transmission Line —®— 138kV Transmission Line ---■— 230kV Transmission Line Transportation Interstate Highway U.S. Highway State Highway Local Road Rail Road Hydrology River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary I 1 County • PLSS Township Municipal Boundary L__-_ j Weld County Road Right of Way r -----I Future Weld County Road -- Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 7 8 9 11 0 (0 01 Q ( � im COUNTY ROAD 30 z U COUNTYR0AD28 ELD (COUNT 11 12 1,3. COUNTY ROAD 22 e 500 1,000 Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energys Revised: 10/24/2024 I NOT FOR CONSTRUCTION REIGLE JOELLEN M LIVING TRUST 1307040000111 I Reception No. 4983195 095. Crossing 20 - WCR ( 43/Cavanaugh Rd 5001149 Pages 12 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII Rl�.rl�'�� NI 'MAT liViDffilAlk liitUll'inkli 1h 11 II 1 CANNON LAND CO 130703000010 Reception No. 4954972 096 _ 097 CANNON LAND CO 130703000013 USR230039 Public Service of Colorado - Xcel Energy Company CANNON LAND CO 130703000009 Reception No. 4954972 098------------099'---------- 100 Crossing 21 - WCR 45 3N 65W CANNON LAND CO 121335000004 104 1 � GREENLEAFACRES-L-L'C'------------------'--- 130702000011 Reception No. 4965434 2N 65W I I I 102 i • I I I I I 1 I I I 1 I I I 1 I 1 1 1 1 1 1 I I I I 101 GREENLEAF ACRES LLC 130702000001 Reception No. 4965434 DECHANT FARMS 121336000005 111 .I ==e— 112 Crossing 22 - WCR 47 ----DECHANTALVIN JR ------ 130701400018 USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 12 of 40 O Preliminary Structure Location Emu". Proposed 345kV Route - ---- Access Road For construction, all access widths = 20 feet, turning radii = 65 feet I i 150 -foot ROW Laydown Yard M Pull Site A CDOT / U.P. Rail Road Agreement Crossing • Residential Structure ❑ Road Crossing Location Existing Electric Infrastructure --«— 69kV Transmission Line — A 115kV Transmission Line --o— 138kV Transmission Line ---�— 230kV Transmission Line Transportation Interstate Highway U.S. Highway State Highway Local Road I Rail Road Hydrology River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary 1 County rIBMEM MOM PLSS Township Municipal Boundary j Weld County Road Right of Way k-----i Future Weld County Road -- Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 C, 0 0 Z COUNTYROAD28 11 COUNTY ROAD 30 12 EL•D COU e T .1.3 0 500 1,000 I I I Feet 14. PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Eneyg Revised: 10/24/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 13 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO II DECHANT FARMS 121336000005 3N 65W USR23-0039 Public Service of Colorado - Xcel Energy Company IL .• .Goulsrpt 21631 00019/ DUTTON HAROLD W 130506000029 MITCHELL HAROLD HUPPERT WAYNE D 130506100002 30506100001 2N 64W '122- Crossing 25 - WCR 26 ■ SANDOVAL, MIGUEL 130506100044 Crossing 26 - WCR 51 PIONEER HOLDCO LLC 121532300013 USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 13 of 40 O Preliminary Structure Location Proposed 345kV Route - - - - Access Road For construction, all access widths = 20 feet, turning radii = 65 feet 150 -foot ROW Laydown Yard Pull Site CDOT / U.P. Rail Road Agreement Crossing ■ Residential Structure ❑ Road Crossing Location Existing Electric Infrastructure 69kV Transmission Line -- . 115kV Transmission Line -a- 138kV Transmission Line --0-- 230kV Transmission Line Transportation �■■�■��■�► Interstate Highway U.S. Highway zr,c State Highway Local Road Rail Road Hydrology River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary 1 County PLSS Township Municipal Boundary j Weld County Road Right of Way ---i Future Weld County Road ---- 1 Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 z. O COUNTY ROAD 30 11 12 i _ Ei D OUNT z' COUNTY ROAD 22 ' 01 1r4 0 500 1,000 I I I Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. XcelEnergys Revised: 10/24/2 24 NOT FOR CONSTRUCTION 5001149 Pages: 14 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO IVrallI k r��a Nididl IM'AL �ca�rr 32 PIONEER HOLDCO LLC 130505200012 cu cc 0) eL PIONEER HOLDCO LLC 121532300013 PIONEER HOLDCO LLC 121532100012 127 PIONEER HOLDCO LLC 130505100001 Crossing 27 - WCR 53 USR23-0039 Public Service of Colorado - Xcel Energy Company 3N 64W GUTTERSEN RANCHES LLC 121533000002 2N 64W GUTTERSEN RANCHES LLC 130504000001 133 _ 134 Crossing 28 - WCR 55 WASTE MANAGEMENT CORP 121534000003 • • ♦ ♦ ♦ • ♦ ♦ ♦ *137 ♦ WASTE MANAGEMENT CORP 130503000007 USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 14 of 40 O Preliminary Structure Location - Proposed 345kV Route - - - - - - Access Road For construction, all access widths = 20 feet, turning radii = 65 feet I i 150 -foot ROW Laydown Yard )>M-- Pull Site • CDOT / U.P. Rail Road Agreement Crossing ■ Residential Structure ❑ Road Crossing Location Existing Electric Infrastructure —�— 69kV Transmission Line --�— 115kV Transmission Line - - 138kV Transmission Line - -F— 230kV Transmission Line Transportation Interstate Highway U.S. Highway State Highway Local Road Rail Road Hydrology River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary County PLSS Township Municipal Boundary --e- I Weld County Road Right of Way ---1 Future Weld County Road ---- a Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 COUNTY ROAD 30 12�---�73,. _ COUNTY ROAD 2 0 COUNTY ROA -1r4 WELD COUNT e 15 1 6 500 1,000 I � Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energy Revised: 10/24/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 15 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO Iiill:KOIIIIVLPVglit Li till WASTE MANAGEMENT CORP 121534000003 34 . . . . . . . . . . X138 . • . . . . . . . . • . • . . • WAVE NtAINAGEMENT CORP N130503000007 . • •• 3 • •_140 . . USR23-0039 Public Service of Colorado - Xcel Energy Company 3 N 64W 35 �11 II 4 III . . 1 • . fI • II • • Ii I • `• X142 II • . . • • I . . . • • • I • • I• . . I I ; Crossing 29 143 `'i l - WCR 57 . . WASTE MANAGEMENT CORP 130502000001 2 2N 64W 36 144 145 146 147 148 pSet11041 MaoSet. 0 0 ctsIDEN11163 0039 CO Pathway Permits\GiS\Layoutg 10 WASTE MANAGEMENT CORP 130510000006 11 A 4 4 I Crossing 30 - WCR 59 GUTTERSEN RANCHES LLC 130501000005 1 51 152 12 GUTTERSEN RANCHES LLC 130512100006 153 _ 154 USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 15 of 40 O Preliminary Structure Location masim Proposed 345kV Route - - - - -- Access Road For construction, all access widths = 20 feet, turning radii = 65 feet i 150 -foot ROW Laydown Yard nffl Pull Site CDOT / U.P. Rail Road Agreement Crossing ■ Residential Structure o Road Crossing Location Existing Electric Infrastructure —�— 69kV Transmission Line 115kV Transmission Line �— 138kV Transmission Line --■— 230kV Transmission Line Transportation Interstate Highway U.S. Highway State Highway Local Road �--I Rail Road Hydrology River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary County •. PLSS Township Municipal Boundary --�- j Weld County Road Right of Way ---� Future Weld County Road ---- l Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 15 16 WELD COUNT 0 e 500 1,OOO Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energy 7. a Revised: l0/24/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 16 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO 36 3N 64W PAILVICiiiliMigh11111 USR23-0039 Public Service of Colorado - Xcel Energy Company 31 3N 63W 1 32 1 GUTTERSEN RANCHES LLC 130501000005 2N 64W f Crossing 31 - WCR 61 154 _ 155 156 157 GUTTERSEN RANCHES LLC 130512100006 12 158-------------- 159.-- 6 GUTTERSEN RANCHES LLC 130306000001 60_______________ _ .161._ 7 GUTTERSEN RANCHES LLC 130307000002 2N 63W 162----------------- 163. — Crossing 32 - WCR 63 164 GUTTERSEN RANCHES LLC 130305000004 5 165 166 167 8 GUTTERSEN RANCHES LLC 130308000003 / ee / / / / / / • / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 16 of 40 O Preliminary Structure Location ® Proposed 345kV Route - ----- Access Road For construction, all access widths = 20 feet, turning radii = 65 feet 150 -foot ROW - _ Laydown Yard M Pull Site O CDOT / U.P. Rail Road Agreement Crossing ■ Residential Structure ❑ Road Crossing Location Existing Electric Infrastructure --+— 69kV Transmission Line �r 115kV Transmission Line —€— 138kV Transmission Line - 230kV Transmission Line Transportation Interstate Highway U.S. Highway State Highway Local Road Rail Road Hydrology River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary 1 1 County PLSS Township Municipal Boundary ▪ Weld County Road Right of Way ---� Future Weld County Road ---- Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 •i14' WELD COUNTY 1 15 0 e 500 1, 000 Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energyg 8 / • / / / / Revised: 10/24/2024 I NOT FOR CONSTRUCTION GUTTERSEN RANCHES LLC 130305000004 169/' / • / / / / / / Crossing 33 - WCR 65 GUTTERSEN RANCHES LLC 130308000003 5001149 Pages: 17 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII RIFIIIIMUhlYal AIAII:Irl °arnaIY 'iid,III GUTTERSEN RANCHES LLC 130304000005 -------------------------- ♦��t150ft ki750ft'.0 • /172// • / / / / / / / -, / ' • 171 ' • - /� / / / I. / G oT9 ERSEN RANCHES LLC 130304000003 / / o / 33 US R23-0039 Public Service of Colorado - Xcel Energy Company COLORADO STATE OF 130304000006 INTERSTATE 3N 63W 2N -63W Crossing 34 - WCR 67 CERVI ENTERPRISES INC 130303000008 Reception No. 4930834 REARS FAMILY REVOCABLE RUST 1303020 0002 Crossing 35 - WCR 69 USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 17 of 40 O Preliminary Structure Location Proposed 345kV Route - - - -- Access Road For construction, all access widths = 20 feet, turning radii = 65 feet I 1150 -foot ROW _ _ - I Laydown Yard Pull Site • CDOT / U.P. Rail Road Agreement Crossing • Residential Structure o Road Crossing Location Existing Electric Infrastructure --�— 69kV Transmission Line � — 115kV Transmission Line —€— 138kV Transmission Line � — 230kV Transmission Line Transportation Interstate Highway U.S. Highway State Highway Local Road I I Rail Road Hydrology River/Stream 4== Waterbody Msi' i 100 -year FEMA Floodplain xtv Floodway (Not Crossed by Proposed Route) Boundary 1 County PLSS Township Municipal Boundary Weld County Road Right of Way ----� Future Weld County Road ---! Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 e 0 500 1,000 I I Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. XcelEnergya Revised: 10/24/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 18 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO III' INP,OVIP6NIV1INLItibiDMIXININIfilik 1I II 1 i I I CERVI ENTERPRISESINC I 13030300`0.008' '' 'Reception No 4930834 I . Ek I I i - 185 - ---- -- - 184 — - USR23-0039 Public Service of Colorado - Xcel Energy Company CERVI ENTERPRISES INC 130302000015 Reception No. 4930834 CERVI ENTERPRISES INC 130301000017 Reception No. 4930834 149 - CDOT Permit #424093 3N 62W 31 COLORADO STATE OF 121931000005 CERVI ENTERPRISES INC 130106100028 Reception No. 4930834 SHELTON LAND AND CATTLE LTD 130106400002 USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 18 of 40 O Preliminary Structure Location Proposed 345kV Route - - - -- Access Road For construction, all access widths = 20 feet, turning radii = 65 feet 150 -foot ROW Laydown Yard x Pull Site CDOT / U.P. Rail Road Agreement Crossing ■ Residential Structure ❑ Road Crossing Location Existing Electric Infrastructure - -♦— 69kV Transmission Line �— 115kV Transmission Line —o— 138kV Transmission Line — F— 230kV Transmission Line Transportation Interstate Highway U.S. Highway State Highway Local Road Rail Road Hydrology River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed !*k. � Route) Boundary 1 County PLSS Township Municipal Boundary Weld County Road Right of Way ---, Future Weld County Road -- Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 0 WELD COUNTY e 500 1,000 Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. XcelEnergys Revised: 10/24/20241 NOT FOR CONSTRUCTION 5001149 Pages: 19 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11111 I trAll1 1I III 196 197 CERVI ENTERPRISES INC 130106100028 Reception No. 4930834 I � I ! • • _-1 ►--_---- ---_-- 1""'" "' W I 2t�U -_ - a-_„ _3 • N C,) fl }oggen 0039 CO Pathway Permits\GIS\Layouts\Permitting' w O U) 0 NJ CO 0 31 / / // / / / // // / / / / / / / / / / / / ti COLORADO STATE OF / 121931000005 / / / / / / / / I I I I / / I // I I // I // // I I / / / r // // // t I II III II 1 I I II I I II i ■ Crossing 37 - WCR 386 ■ Crossing 38 - WCR 75 ER.1 ENl)TER • RISES INC 130`105000016 Receeptior(No:493O834 ' ;t Crossing 39 - WCR 386 3N 62W CERVI ENTERPRISES INC 130105200027 Reception No. 4930834 CERVI ENTERPRISES INC 121932000001 CERVI ENTERPRISES INC 121932000012 -1-- NORWEST-BANK COLORADO TRUSTEE (GLENN) GLENN GEORGE G R6779573 R7O92397 11; III III IIj III IIj III IIj III IIj III ' SHELTON LAND & CATTLE LTD 13d1EOi5OOOOO6 IIj it IIj 111€ I III IIj III III III AEI CERVI MIKE R7O92497 CERVI ENTERPRISES INC CERVI ENTERPRISES INC 121933000003 Reception No. 4930834 Crossing 41 - WCR 26 —'--- -- IGERVI-ENTERPR1SES1 NC -208 130104200013 Reception No..930884 Crossing 40 I l I - WCR 77 11 COLORADO STATE OF R7214297 CERVI ENTERPRISES INC R5O24586 COLORADO STATE OF R7213997 CERVI ENTERPRISES INC 121933000005 CERVI ENTERPRISES INC 121933000010 Reception No. 4930834 CERVI ENTERPRISES INC X121933000011 _Reception. No..493O834. -- — 30.1 - CDOT Permit #424068 CERVI ENTERPRISES INC 130104000012 Reception No. 4947339 USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 19 of 40 O Preliminary Structure Location Proposed 345kV Route - - - - - Access Road For construction, all access widths = 20 feet, turning radii = 65 feet I I 150 -foot ROW ---- Laydown Yard M Pull Site © CDOT / U.P. Rail Road Agreement Crossing • Residential Structure ❑ Road Crossing Location Existing Electric Infrastructure --+— 69kV Transmission Line 115kV Transmission Line ��— 138kV Transmission Line �— 230kV Transmission Line Transportation amanis Interstate Highway U.S. Highway State Highway - Local Road Rail Road Hydrology - - River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary County PLSS Township mown wow= it Municipal Boundary L____ j Weld County Road Right of Way ---� Future Weld County Road -- I Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 0 e OUNTY 500 1,000 Feet 21 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. XcelEnergy6 Revised: 10/24/2024 I NOT FOR CONSTRUCTION 0 0 5001149 Pages: 20 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11111 CERVI ENTERPRISES INC 121933000010 Reception No. 4930834 CERVI ENTERPRISES INC 121933000003 Reception No. 4930834 Crossing 42 -1-76 Zvi Yard CERVI ENTERPRISES INC 130104000012 Reception No. 4947339 CERVI ENTERPRISES INC 121933000005 CERVI ENTERPRISES INC ` ♦ 121933000011 `` ♦ ` Reception No. 4930834 ♦ ♦ ♦ ♦ `' ►!:!:!:!:!:l:�. 213 214 USR23-0039 Public Service of Colorado - Xcel Energy Company CERVI ENTERPRISES INC 121934000001 34 3N 62W COLORADO STATE OF 121934000002 Crossing 43 -WCR79 216 217 218 219 CERVI ENTERPRISES INC 130103000009 3 2N 62W COLORADO STATE OF 130103000006 CERVI ENTERPRISES INC 130103000005 Crossing 44 - WCR 81 220 _ 221 COLORADO STATE OF 121935000004 2 CERVI ENTERPRISES INC 130102000002 222 i _ 223 USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 20 of 40 O Preliminary Structure Location Proposed 345kV Route - - - - - Access Road For construction, all access widths = 20 feet, turning radii = 65 feet 150 -foot ROW Laydown Yard Pull Site CDOT / U.P. Rail Road Agreement Crossing ■ Residential Structure ❑ Road Crossing Location Existing Electric Infrastructure --$ 69kV Transmission Line 115kV Transmission Line —o— 138kV Transmission Line • 230kV Transmission Line Transportation eiffsomma Interstate Highway U.S. Highway State Highway Local Road Rail Road Hydrology River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary County PLSS Township Municipal Boundary --_- j Weld County Road Right of Way ----1 Future Weld County Road ---- Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 e 0 500 1,000 Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. xceiE►,ergy= Revised: 10/24/20241 NOT FOR CONSTRUCTION 5001149 Pages: 21 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County CO ®III lMPRIM NiiifhiVisit K Nt41iti+iiiki ®1111 II , II COLORADO STATE OF 121935000004 / / / / / / / / a / 35 / / / / / / / / ,A / / / / / / / / / / / / / / / / / / / / /' / / / / / '/s // / / / / / 223 224 / / / Public Service of Colorado - Xcel EnergyCompany/ / / // / / / / / / / / / / I / / / I / / / / / I / / / / / / / / / / /1 / // / / / / / / / / / / / // / / / / 36 / / / / / / / / / / / / / / / / / / II 22 5 et11041 MaoS SLB-WELD 130102000001 2 CERVI ENTERPRISES INC 130102000002 226 3N 62W COLORADO STATE OF 121936000003 227 _ 228 USR23-0039 229 _ 230 Crossing 46 - WCR 85 : Crossing 45 - WCR 83 231 232 31 3N 61W COLORADO STATE OF 122131000004 6 2N 61W 233 234 235 USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 21 of 40 O Preliminary Structure Location - Proposed 345kV Route - - - - - - Access Road For construction, all access widths = 20 feet, turning radii = 65 feet i 150 -foot ROW [lIII: Laydown Yard Pull Site • CDOT / U.P. Rail Road Agreement Crossing ■ Residential Structure ❑ Road Crossing Location Existing Electric Infrastructure --•— 69kV Transmission Line - i 115kV Transmission Line —a— 138kV Transmission Line --�— 230kV Transmission Line Transportation Interstate Highway U.S. Highway State Highway Local Road -+- I Rail Road Hydrology River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary I 1 County 142111603 .191 UMW MM. PLSS Township Municipal Boundary j Weld County Road Right of Way --'� Future Weld County Road ---- Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 0 e 500 1,000 Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Energy Revised: 10/24/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 22 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO 31 COLORADO STATE OF 122131000004 235 Crossing 47 - WCR 87 I I JJ I I 1 236 COLORADO STATE OF 122132000005 237 32 USR23-0039 Public Service of Colorado - Xcel Energy Company 3N 61W II 11 I I II MAGNUM FEEDYARD CO LLC 122132000006 Reception No. 4965437 238 239 240 241 Crossing 48 - WCR 89 I;I 6 0 0 C) 0 cc y _ MAGNUM FEEDYARD CO LLC 122133000002 33 Reception No. 4965437 242 243 244 2,▪ 45 ▪ a - 246 - aro 247 MAGNUM FEEDYARD-CO LLO 122.134000004 Reception No. 4965437 1 1 1 1 1 1 1 5 2N 61W 4 3 USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 22 of 40 O Preliminary Structure Location Proposed 345kV Route - ----- Access Road For construction, all access widths = 20 feet, turning radii = 65 feet 150 -foot ROW Laydown Yard x Pull Site A CDOT / U.P. Rail Road Agreement Crossing ■ Residential Structure ❑ Road Crossing Location Existing Electric Infrastructure - -•— 69kV Transmission Line -sir- 115kV Transmission Line - -o— 138kV Transmission Line - -•— 230kV Transmission Line Transportation � tt Interstate Highway U.S. Highway State Highway Local Road Rail Road Hydrology River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary r--1 County PLSS Township Municipal Boundary L --s- I Weld County Road Right of Way ---� Future Weld County Road ---- ! Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 0 0 03 o 01 e 500 1,000 I I Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energy 1 Revised: 0/24/2024 NOT FOR CONSTRUCTION 28 HAYES ROBIN 122128000001' __-_-__--- I__ 5001149 Pages: 23 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly .1 Koppes, Clerk and Recorder, Weld County , CO ITi��L lilt MIIIII �l�f W MIN �Irlµr®R°�aG�111Lil�ti�hl ®� �� 27 USR230039 Public Service of Colorado - Xcel Energy Company HAYES ROBIN 1 I 1 I I I 1 I 1 26 I 1 I I I I I 259 I I I I MAGNUM FEEDdY,ARD CO LLC 122133000002 Reception INo. 4965437 I l II 33 Crossing 4948® -WCR91 -' L _ 2 c) I E 0_ a 0 a- C) cc 0 O CD. LLI cc -2 0 i 4 34 MAGNUM FEEDYARD CO LLC 122134000004 Reception No. 4965437 ---_• 25▪ 0- - 249 3 MAGNUM FEEDYARD CO LLC 122134000003 Reception No. 4965437 - 00 251 s • • ' 252 II� - . • • • . Crossing 50 - WCR 93 ' 253 3N 61W • • • • • 254 . • • • • • I Crossing 51 - WCR 28 LOOSE ROBERT INC 122126000013 Reception No. 4924252 --------__-_------____----_-J 25 LOOSE ROBERT INC 122125000012 Reception No. 4924252 HAYES ROBIN • 1221350000.02' Reception Isi.o!49 •7 ' 256 ..0/•••••;••••da • • • 255 • • 258 257 i i 35 r LOOSE ROBERT INC 122136000007 MAGNUM FEEDYARD CO LLC 122135000003 Reception No. 4965437 2N 61W 2 ■ 1 OUNTY ROAD 2650 ■ 1 A USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 23 of 40 O Preliminary Structure Location Emm Proposed 345kV Route ------ Access Road For construction, all access widths = 20 feet, turning radii = 65 feet 1 i 150 -foot ROW Laydown Yard Pull Site CDOT / U.P. Rail Road Agreement Crossing • Residential Structure ❑ Road Crossing Location Existing Electric Infrastructure --- • 69kV Transmission Line --f— 115kV Transmission Line —o— 138kV Transmission Line ---F- 230kV Transmission Line Transportation Interstate Highway U.S. Highway State Highway Local Road �---- Rail Road Hydrology River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary I -1 County PLSS Township Municipal Boundary I Weld County Road Right of Way ---� Future Weld County Road ---- Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 0 EI O UI F COUNTY ROAD 22 e 500 1,000 Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energy Revised: 10/24/2024 I NOT FOR CONSTRUCTION R$ , c cts CO cc 7- e) a —et Ct- co iL s co 0 Q O CO 0 HAYES ROBIN 5001149 Pages: 24 of 40 12/19/2024 02:53 PI1 R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII �I�� Ni+�h1+h��PI��F�Er lid h�IR I�«�I 11111 / / 1 1 1 3N 61W { L r I � I I I 1 I 1 I 1 I 260 1 I 1 I I I I 1 23 259 Crossing 51 - WCR 28 26 KINGSBURY FAMILY RANCH LLLP 122126000014 poor _ HAYES ROBIN 122135000002 Receptioj'No 4926467 LOOSE ROBERT INC 122126000013 Reception No. 4924252 263 USR23-0039 Public Service of Colorado - Xcel Energy Company NEB BROTHERS 122125000011 Reception No. 4924251 2644 265 266 267 Crossing 52 - WCR 95 I LOOSE ROBERT INC 122125000012 Reception No. 4924252 LOOSE ROBERT INC 122136000007 24 25 X268 269 i -------------------- I I II I I I 1 11 I II I I II I 1 1 I I I 1 11 I I 6� LOOSE ROBERT INC 122125000014 Reception No. 4924252 LOOSE ROBERT INC 122136000006 i i 1 Crossing 53 - WCR 97 3N 60W Beery etal 122330000002 Reception No. 948178, 948525, 948526, 948527, 948524 GABEL CATTLE LLC 122330000003 Reception No. 951681 1 USR23-0039 Public Service of Colorado Xcel Energy Company Plot Plan Sheet: 24 of 40 O Preliminary Structure Location - Proposed 345kV Route ------ Access Road For construction, all access widths = 20 feet, turning radii = 65 feet i 150 -foot ROW Laydown Yard a Pull Site CDOT / U.P. Rail Road Agreement Crossing n Residential Structure LI Road Crossing Location Existing Electric Infrastructure - $ 69kV Transmission Line - -sit— 115kV Transmission Line —€— 138kV Transmission Line - -•— 230kV Transmission Line Transportation Interstate Highway U.S. Highway State Highway Local Road —�Rail Road Hydrology River/Stream Waterbody 100 -year FEMA Floodplain Floodway (Not Crossed by Proposed Route) Boundary County PLSS Township SOW 1 Municipal Boundary L---- j Weld County Road Right of Way ---� Future Weld County Road ---- Right of Way Sources: DOLA 2021, CDOT 2021, BTS 2021, NRCS 2021, NHD 2021, PLSS 2021, Weld Co. 2022 0 COUNTY ROAD O e 500 1,000 Feet PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. XceiEnergyg Revised: 10/24/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 25 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , Co litVhIq FiitilKINk' kJ, 'VIII OWNER: STATE OF COLORADO PARCEL ID: 121116000001 32' WIDTH (MAX 40') 65' TURNING RADIUS STABILIZED SURFACE EXISTING DRAINAGE WI 15" CMP TO RUN WIDTH OF EACH ACCESS SWALE 330' APART %OWNER: STACY LEE BROWN PARCEL ID: 121121200012 MESH MATERIAL TO BE INSTALLED ON BOTH SIDES OF THE CHAINLNK FENCE OWNER: STACY LEE BROWN PARCEL ID: 121121000007 OWNER: SARCHET SCOTT D REVOCABLE TRUST v, PARCEL ID: 121121000008 US R23-0039 Public Service of Colorado - Xcel Energy Company PROPOSED STORMWATER TREATMENT BASIN,,. (INFILTRATION) TRAFFIC FLOW FABRIC - 68" KNUCKLE / KNUCKLE. MESH MATERIAL TO BE CI FABRICS ELITE KNIT POLYPROPYLENE. MESH MATERIAL TO BE ON BOTH SIDES OF FENCE INSTALLATION THIS MAKDOCUMEHT ,5 A TOOL TO ASSIST EMPLOYEES IN THE PERFORMANCE OF THEIR JOBS YOUR PERSONAL SAFETY €S PR}YIOEG FOR BY USING SAFETY PRAC I CSS, PROC.bOiJN5S AND S iUIPMbN I AS € SSCRISEL` €N Il-IS SAI-EI Y TRAINING PROGRAMS, MANUA.5 AND SPARS ...........- .,- ... �l+lEiS AA0001671©�334t3'E €12,,,...,,., ...,..,m.... ...,. .... ...... .,.,....,..�....,.., .... PATHWAY SEGMENT SARCHET YARD USR 23-0039 0173-002013502.1 9/17/2023 4:45:03 PM Sarchet Yard - Grading and Screened Fence Detail Sheet: 25 of 40 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energy Revised 9/1112024 I NOT FOR CONSTRUCTION 5001149 Pages: 26 of 40 12/19/2024 02:53 PM R Fee:8403.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 A:Tit' iih,LINYL A LOirLitiNiin L I f iii iI III MESH MATERIAL TO BE INSTALLED ON BOTH SIDES OF THE CHAINLNK FENCE SITE ACCESS VIA AGGREGATE SURFACE, SEE DRAINAGE CROSSING DETAIL N 13229'43,74. E 3200578.001 , COUNTY RD 3 (F '. N 1322.87. E 3200554.32' 49113.01 N 1322897.47 ' E 3200539.04 4914.14 N 1322577.31 -E 3200519 56 4916.23 ,.. .wrryrswr w.w+ E 3200554.59 4913 85 SEE PREVIOUS SHEET FOR ACCESS DETAILS eXeiZi USR23-0039 Public Service of Colorado - Xcel Energy Company SITE ACCESS VIA AGGREGATE , SURFACE, SEE DRAINAGE ' CROSSING DETAIL €)RAINAGE SWALE -N 1322950.31" E 3200907.94 N 1322888.933; E 32009.34.45 7w 4908107 1322887. 1M 3200964. 7. RIPRAP RIPRAP RUN1 31 7N x D50a9" THICKNESS =18" NON -WOVEN SEPARATION FABRIC REQUIRED AREA = 70 SY. (SEE DETAIL ON SHEET 5) • AREA OUTSIDE SSA WLL NOT BE GRADED. AREA WILL DRIVE AND CRUSH OVER EXISTING SOIL'VEGETATION. RIPRAP RUNDOWN 'ImT 150 = 9" THICKNESS =18" r NON -WOVEN SEPARATION FABRIC REQUIRED AREA= 60 SY s:x fSEE DETAIL ON SHEET 5 n J TOP OF POND EL: 4904.00 BOTTOM OF POND EL: 4898.00 BASIN MAINTENANCE ACCESS WIDTH =10.0' SLOPE » 10:1 '%%'r• NH LTRATI O N STAGE (FT) AREA (FT^2) POND STAGE STORAGE AREA (ACRE) VOLUME (FT^3) VOLUME (AC -FT) 4898 4899 4900 4901 4902 4903 19,780 22,301 25,043 27,908 30,897 34,010 0.454 0.512 0.575 0.641 0.709 0.781 21,018 44,683 71,149 100,542 132,987 0.483 1.026 1.633 2.308 3.053 4904 37,249 0.855 POND VOLUMES 100-YR INFILTRATION POND VOLUME 5-YR INFILTRATION POND VOLUME 168,607 2.97 AC -FT 0.71 AC -FT REVISION 3.871 SHEET NOTES: 1. CONVEYANCE SWALE AND POND AREAS TO BE SEEDED AND MULCHED FOR FINAL STABILIZATION ONCE CONSTRUCTED AND WHILE YARD IS IN USE. REFER TO GESC PLANS FOR ADDITIONAL INFORMATION. STABILIZED STAGING YARD AREA (SSA) TO BE AGGREGATE SURFACED. 2. UPON DECOMMISSIONING OF SITE, POND GRADES ARE TO BE RE -STORED TO PRE -CONSTRUCTION GRADES, YARD AGGREGATE TO BE REMOVED, AND STOCK PILED TOPSOIL TO BE PLACED ACROSS DECOMMISSIONED POND AND AGGREGATE SURFACED AREA. AREA WILL BE RESTORED PER EROSION CONTROL REQUIREMENTS. REFER TO GESC PLANS FOR ADDITIONAL INFORMATION. 3, ALL SIDE SLOPES SHALL BE 4H:1V OR FLATTER, UNLESS NOTED, 4. ACCESS FROM STABILIZED YARD TO REMAINDER OF SITE TO BE THROUGH GATES. GATE LOCATIONS TO BE DETERMINED AND INSTALLED BY CONTRACTOR. LEGEND: EX DRAINAGE SWALE ,w EX MAJOR CONTOUR (5') EX MINOR CONTOUR (1') GRAVEL ROAD PAVED ROAD -- — —4895— ---- — PROP MAJOR CONTOUR (5') - PROP MINOR CONTOUR (1') -- SITE BOUNDARY YARD CONEX/TRAILER 4920 4915 4910 4905 4900 4895 4890 4920 4915 4910 4905 4900 4896 4890 ID- TRAFFIC FLOW o SCREENED FENCE EimmmiNIENNiiim SURFACE FLOW EXISTING GRADE PROPOSED GRADE PROPOSED STORMWATER TREATMENT BASIN (INFILTRATION) -0+50 0+00 1+00 SECTION A 4920 4915 4910 4905 4900 4895 4890 2+00 2+50 TOP OF DRAINAGE SWALE TO BASIN EOTTOM OF DRAINAGE SWALE TO BASIN 14% EXISTING GRADE. RIPRAP RUNDOWN (SEE SITE PLAN FOR LOCATION AND DETAILS) -0+50 0+00 VERTICAL SCALE: 1" = 20' 4920 4915 4910 4905 4900 4895 4890 1+00 2+00 3+00 SECTION B 50 100 200 HORIZONTAL SCALE: 1" = 100' 10 20 40 ISSUED BY ENGINEERING DEPT FOR: PERMITTING, NOT FOR CONSTRUCTION THIS MAP?)GCUMENT'B A TOOL TO ASSIST EMPLOYEES IN INF PERFORMANCE OP TNSIR JOBS YOUR PERSONAL SAFETY IS PROVIDED) FUR BY USING SAFETY WRAF: I,0ES, PROCEGUNkS AND kC3`JIPMEN I AS DESCRIBED €N iFIE SAFE TY TRAINING PROGRAMS, MANUALS AND SPARS 'A'BS A0001671 ; 003 001 002 P0173-002.013501 A. DWG PATHWAY SEGMENT 'I SARCHET YARD USR 23-0039 - GRAVEL PAD XcelE„ergy,' 50.'1.0 1AS SHOWN REV 0) Sarchet Yard - Drainage Information Detail Sheet: 26 of 40 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. iti?„ Xce/Energy° Revised 9/11/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 27 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11111 US R23-0039 Public Service of Colorado - Xcel Energy Company Sarchet Yard - Aggre- gate Drainage Crossing Detail R.O.W. EXISTING ROAD TYPICAL WIDTH OF CONSTRUCTION ENTRANCE. TAPER TO WIDTH OF CONSTRUCTION ACCESS ROAD. TYPICAL ROADWAY APPROACH * TO BE UTILIZED WHERE A DIRT ROAD Y'S OR T'S TO ANOTHER DIRT ROAD AS APPLICABLE.. R.O.W. EXISTING ROAD 0'-8" MIN. EXISTING GRADE GENERAL NOTES: 1. STONE SIZE - 3 TO 5 INCH OPEN GRADED ROCK 2. LENGTH - AS NEEDED, BUT NOT LESS THAN 30' 3. THICKNESS - NOT LESS THAN 8 INCHES. 4. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 5. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 6. DRAINAGE - ENTRANCE MUST BE PROPERLY GRADED TO INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE SITE. 7. GEOTEXTILE MATERIAL - SHOULD BE USED IF GROUND IS SOFT AND ROCK WILL SINK INTO GROUND BELOW. OF ROAD TYPICAL WIDTH OF CONSTRUCTION ENTRANCE. TAPER TO WIDTH OF CONSTRUCTION ACCESS ROAD. ROADWAY GEOTEXTILE MATERIAL STABILIZED CONSTRUCTION ENTRANCE * TO BE GENERALLY UTILIZED WHERE A DIRT ROAD MEETS A PAVED ROAD.. REV DATE WBS4 REVISION DESCRIPTION REV DATE WBS4 REVISION DESCRIPTION REV DATE WBS4 REVISION DESCRIPTION ISSUED BY ENGINEERING DEPT FOR: PERMITTING, NOT FOR CONSTRUCTION THIS MAP/DOCUMENT IS A TOOL TO ASSIST EMPLOYEES IN THE PERFORMANCE OF THEIR JOBS.YOUR PERSONAL SAFETY IS PROVIDED FOR BY USING SAFETY PRACTICES, PROCEDURES AND EQUIPMENT AS DESCRIBED IN THE SAFETY TRAINING PROGRAMS, MANUALS AND SPARS. WBS: A.0001671.003.001.002 PATHWAY SEGMENT 1 SARCHET YARD USR 23-0039 - VTC DETAIL JrceiEreirsr SCALE AS SHOWN REV 0.1 P0173 -002.013S02. DWG 9/17/2023 5:12:18 PM Sheet: 27 of 40 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energy® Revised: 9/11/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 28 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII 1j11'�Il•7�NIIT I I �I+��i Nell!L' 11111 USR23-0039 Public Service of Colorado - Xcel Energy Company Cervi Yard - Grading and Screened Fence Detail OWNER: CERVI ENTERPRISES INC. PARCEL ID: 121933000003 ISSUED BY ENGINEERING DEPT FOR: PERMITTING, NOT FOR CONSTRUCTION DATE WBS 4 CDOT TEMPORARY ACCESS PERMIT No. 424068. z' ACCESS POINT: 150' WIDTH 65' TURNING RADIUS OWNER: CERVI ENTERPRISES INC. PARCEL ID: 121933000010 OWNER: CERVI ENTERPRISES INC. PARCEL ID: 130104000012 MESH MATERIAL TO BE INSTALLED ON BOTH SIDES OF THE CHAINLNK FENCE REVISION DESCRIPTION DATE PROPOSED STORMWATER TREATMENT BASIN (INFILTRATION) WBS 4 PROPOSED TRANSMISSION LINE ALIGNMENT. TO BE PERMITTED SEPARATELY FROM YARD. OWNER: CERVI ENTERPRISES INC. PARCEL ID: 121933000011 AREA OUTSIDE SSA WILL NOT BE GRADED. AREA WILL DRIVE AND CRUSH OVER EXISTING SOIL/VEGETATION. SCREENED FENCE EX. TEMPORARY COMMERCIAL ACCESS POINT: 150' WIDTH 65' TURNING RADIUS STABILIZED SURFACE, SEE ACCESS DETAIL OWNER: SHELTON LAND & CATTLE LTD PARCEL ID: 130104000003 REVISION DESCRIPTION DATE WBS 4 FABRIC - 68" KNUCKLE / KNUCKLE. MESH MATERIAL TO BE CI FABRICS ELITE KNIT POLYPROPYLENE. MESH MATERIAL TO BE ON BOTH SIDES OF FENCE INSTALLATION OWNER: CERVI ENTERPRISES INC. PARCEL ID: 130103000009 REVISION DESCRIPTION --------- EX MINOR CONTOUR (1') 4895 PROP MAJOR CONTOUR (5') PROP MINOR CONTOUR (1') ■ SCREENED FENCE SEED AND MULCH STREET SWAP SEDIMENT CONTROL LOG STABLIZED STAGE AGGREGATE VEHICLE TRACKING CONTROL C _ _ LIMITS OF CONSTRUCTION C = _ _ O LIMITS OF DISTURBANCE -► TRAFFIC FLOW --► SURFACE FLOW THIS MAP/DOCUMENT IS A TOOL TO ASSIST EMPLOYEES IN THE PERFORMANCE OF THEIR JOBS.YOUR PERSONAL SAFETY IS PROVIDED FOR BY USING SAFETY PRACTICES, PROCEDURES AND EQUIPMENT AS DESCRIBED IN THE SAFETY TRAINING PROGRAMS, MANUALS AND SPARS. WBS k0001671.003.001.002 PATHWAY SEGMENT 1 CERVI YARD USR 23-0039 - YARD Xce/Energy SCALE AS SHOWN REV 0.1 P0173-002.013 S 02 . D WG 9/17/2023 5:12:18 PM Sheet: 28 of 40 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. XcelEnergy6 Revised: 9/11/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 29 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO dilrainiihiMlWL' lh?l'I'.+.'ILV F11clitiiiL' 11111 USR23-0039 Public Service of Colorado - Xcel Energy Company Cervi Yard - Drainage Information Detail INFILTRATION POND STAGE STORAGE STAGE (FT) 4695 4696 4697 4698 4699 4700 AREA (FT^2) 22,476 25,206 28,041 30,977 34,014 37,152 AREA (ACRE) 0.516 0.579 0.644 0.711 0.781 0.853 VOLUME (FT^3) 23,831 50,446 79,946 112,434 148,008 POND VOLUMES 100-YR INFILTRATION POND VOLUME 5-YR INFILTRATION POND VOLUME 2.35 AC -FT 0.47 AC -FT VOLUME (AC -FT) 0.547 1.158 1.835 2.581 3.398 RIPRAP RUNOC N =a` THICKNESS NONWOVEN SEPARATION FDIC REQUIRED AREA = 9C SY (sae GAIL ON SHEET' 5) EROSION CONTROL MEASURES (VTC, ETC.) AND ACCESS POINT DETAILS DISPLAYED ON CERVI YARD USR 23-0039 - YARD SHEET CONTRACTOR TO USE ACCESS AROUND PAD IF SWALE IS SATURED DUE TO SITE CONDITIONS MESH MATERIAL TO BE INSTALLED ON BOTH SIDES OF THE CHAINLNK FENCE CONVEYANCE SWALE AND POND AREAS TO BE SEEDED AND MULCHED FOR FINAL STABILIZATION ONCE CONSTRUCTED AND WHILE YARD IS IN USE STAGING YARD AREA WITHIN SECURITY FENCE TO BE AGGREGATE SURFACED_ UPON DECOMMISSIONING OF SITE, POND GRADES ARE TO BE RE -STORED TO PRE -CONSTRUCTION GRADES, YARD AGGREGATE TO BE REMOVED, AND STOCK PILED TOPSOIL TO 3E PLACED ACROSS DECOMMISSIONED POND AND AGGREGATE SURFACED AREA. AREA WILL BE RESTORED PER EROSION COW ROL REQUIREMENTS. ALL SIDE SLOPES SHALL SE 4H,1V OR FLATTER, UNLESS NOTED. ACCESS FROM STABILIZED YARD TO REMAtNCER OF SITE TO BE THROUGH GATES. GATE LOCATIONS TO BE DETERMINED AND INSTALLED BY CONTRACTOR, - EX DRAINAGE SWALE — EX MAJOR CONTOUR (5') - EX MINOR CONTOUR (1') — GRAVEL ROAD --- —48G5— — — PROP MAJOR CONTOUR (5') PROP MINOR CONTOUR (1') ISSUED BY ENGINEERING DEPT FOR: PERMITTING, NOT FOR CONSTRUCTION ►tom r„ APn0aR.ieW L5 R root ro ash& tm'lt I"5 ii T wE PVRH)RMalv( mt3R �+C]k'sSS POUR pERA0NAL wery a mower) i(©R BY USSR* SAFETY PRACTICES PROCE:DUCES A O EOUPPMENTT AS OESCRIBEO IN THE SAf£TY TRAIMMING PROGRAMS, MANUALS ANC) SPARS, � yes wc�;� rya2 « u f ,.m.-.. ....,..,,..-.-r.... �R PATHWAY SEGMENT 1 CERVI YARD USR 23-0039 - GRAVEL PAD XagEnetigr Sheet: 29 of 40 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. XcelEnergys Revised: 9/11/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 30 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO ',I irl+r1eI �hh'IfiliY�h •1II1 USR23-0039 Public Service of Colorado - Xcel Energy Company R.O.W. EXISTING ROAD 30' OF ROAD TYPICAL WIDTH OF CONSTRUCTION ENTRANCE. TAPER TO WIDTH OF CONSTRUCTION ACCESS ROAD. TYPICAL ROADWAY APPROACH * TO BE UTILIZED WHERE A DIRT ROAD Y'S OR T'S TO ANOTHER DIRT ROAD AS APPLICABLE.. R.O.W. EXISTING ROAD EXISTING GRADE GENERAL NOTES: 1. STONE SIZE - 3 TO 5 INCH OPEN GRADED ROCK 2. LENGTH - AS NEEDED, BUT NOT LESS THAN 30' 3. THICKNESS - NOT LESS THAN 8 INCHES. 4. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 5. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 6. DRAINAGE - ENTRANCE MUST BE PROPERLY GRADED TO INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE SITE. 7. GEOTEXTILE MATERIAL - SHOULD BE USED IF GROUND IS SOFT AND ROCK WILL SINK INTO GROUND BELOW. TYPICAL WIDTH OF CONSTRUCTION ENTRANCE. TAPER TO WIDTH OF CONSTRUCTION ACCESS ROAD. ROADWAY GEOTEXTILE MATERIAL STABILIZED CONSTRUCTION ENTRANCE * TO BE GENERALLY UTILIZED WHERE A DIRT ROAD MEETS A PAVED ROAD.. REV DATE WBS 4 REVISION DESCRIPTION REV DATE WBS 4 REVISION DESCRIPTION REV DATE WBS 4 REVISION DESCRIPTION P0173 -002.013S02. DWG ISSUED BY ENGINEERING DEPT FOR: PERMITTING, NOT FOR CONSTRUCTION THIS MAP/DOCUMENT IS A TOOL TO ASSIST EMPLOYEES IN THE PERFORMANCE OF THEIR JOBS.YOUR PERSONAL SAFETY IS PROVIDED FOR BY USING SAFETY PRACTICES, PROCEDURES AND EQUIPMENT AS DESCRIBED IN THE SAFETY TRAINING PROGRAMS, MANUALS AND SPARS. WBS: A.0001671.003.001.002 PATHWAY SEGMENT 1 CERVI YARD USR 23-0039 - VTC DETAIL Xcel Energy* SCALE AS SHOWN REV 0.1 9/17/2023 5:12:18 PM Cervi Yard - Typical Roadway Approach and Stabilized Construction Entrance Details Sheet: 30 of 40 PRELIMINARY, INARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energy Revised: 9/11/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 31 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO sin TYPICAL OVERHEAD UTILITY POLE EROSION CONTROL MEASURES DISTURBED AREA TO BE SURFACE JI.G ROUGHENED JI BEFORE BEING Ji4 4I,, STABILIZED WITH SEED AND MULCH SURFACE FLOW .1/. JI/. 414 414 JI/. JI/. ol/. JIB JI/. JI• JIB JI/. JI/. JI/. Jli JI/i J� JI JI/. JI/. JI/. JI/. JI JI/. JIB Jli JIB -15' DIAMETER MOBILE CWA (ECOPAN OR SIMILAR) TO BE USED DURING INTERIM CONSTRUCTION, WHEN CONCRETE IS REQUIRED FOR FOUNDATION PLAN VIEW Jfe JI/i JI/i JI/i JI/. JIB JI/i JI/i JI ,.Jlt JI, JI '4t/: 0. 40. • USR23-0039 Public Service of Colorado - Xcel Energy Company Ate! Energy I -)z -6' TO '8 DIAMETER CONCRETE FOUNDATION TO SUPPORT STEEL POLE -40 LF SCL OR SF •�� DOWNGRADIENT OF DISTURBED AREA r 0 0 CONCRETE WASHOUT AREA DESCRIPTION: Xcel Energy- F'YI ECO-PAN IS A PROPRIETARY SELF-CONTAINED, WATER -TIGHT CONCRETE WASHOUT WITH FORK CHANNELS AND EYELETS FOR PORTABILITY. THE PAN CAPTURES AND CONTAINS CONCRETE WASTEWATER AND WASHOUT MATERIAL. MAINTENANCE: INSPECT AND CLEAN OUT WHEN 3/4 FULL, NOT ALLOWING THE ECO-PAN TO OVERFLOW. INSPECT WASTEWATER LEVEL, REQUEST SERVICE, AND REPLACE WITH EMPTY ECO-PAN AS NEEDED. INSPECT EGO -PANS TO ENSURE THAT PROPER HOUSEKEEPING PROCEDURES ARE UTILIZED WHEN WASHING OUT EQUIPMENT. ADDITIONAL NOTES: 1. ECO-PAN IS AN ALTERNATIVE TO AN ON -SITE CONSTRUCTED CONCRETE WASHOUT. 2. CONTRACTOR TO CHOOSE PAN SIZE BASED ON PROJECT NEEDS. 3. ALL WASHOUT WATER AND CONCRETE WILL BE DISPOSED OF PROPERLY. 4. ECO-PAN TO BE USED PER MANUFACTURER'S RECOMMENDATIONS. 5. ALTERNATIVE CONCRETE WASHOUT CONTAINMENT SYSTEM MAY BE USED IF APPROVED BY XCEL ENERGY. 2.35 YARD/5 TON CAPACITY 1.5 YARD / 3 TON CAPACITY Typical Utility Pole Erosion Control Measures and Concrete Washout Area Information Sheet: 31 of 40 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xce►Energy6 Revised: 9/11/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 32 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO USR23-0039 Public Service of Colorado - Xcel Energy Company Mulching Erosion Control Measure Mulching (MU) EC -4 Description Mulching consists of evenly applying straw, hay, shredded wood mulch, rock, bark or compost to disturbed soils and securing the mulch by crimping, tackifiers, netting or other measures. Mulching helps reduce erosion by protecting bare soil from rainfall impact, increasing infiltration, and reducing runoff. Although often applied in conjunction with temporary or permanent seeding, it can also be used for temporary stabilization of areas that cannot be reseeded due to seasonal constraints. Mulch can be applied either using standard mechanical dry application methods or using hydromulching equipment that hydraulically applies a slurry of water, wood fiber mulch, and often a tackifier. Appropriate Uses Photograph MU -1. An area that was recently seeded, mulched, and crimped. Use mulch in conjunction with seeding to help protect the seedbed and stabilize the soil. Mulch can also be used as a temporary cover on low to mild slopes to help temporarily stabilize disturbed areas where growing season constraints prevent effective reseeding. Disturbed areas should be properly mulched and tacked, or seeded, mulched and tacked promptly after final grade is reached (typically within no longer than 14 days) on portions of the site not otherwise permanently stabilized. Standard dry mulching is encouraged in most jurisdictions; however, hydromulching may not be allowed in certain jurisdictions or may not be allowed near waterways. Do not apply mulch during windy conditions. Design and Installation Prior to mulching, surface -roughen areas by rolling with a crimping or punching type roller or by track walking. Track walking should only be used where other methods are impractical because track walking with heavy equipment typically compacts the soil. A variety of mulches can be used effectively at construction sites. Consider the following: Mulch Erosion Control Yes Sediment Control Moderate Site/Material Management No June 2012 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 MU -1 EC -4 Mulching (MU) • Clean, weed -free and seed -free cereal grain straw should be applied evenly at a rate of 2 tons per acre and must be tacked or fastened by a method suitable for the condition of the site. Straw mulch must be anchored (and not merely placed) on the surface. This can be accomplished mechanically by crimping or with the aid of tackifiers or nets. Anchoring with a crimping implement is preferred, and is the recommended method for areas flatter than 3:1. Mechanical crimpers must be capable of tucking the long mulch fibers into the soil to a depth of 3 inches without cutting them. An agricultural disk, while not an ideal substitute, may work if the disk blades are dull or blunted and set vertically; however, the frame may have to be weighted to afford proper soil penetration. • Grass hay may be used in place of straw; however, because hay is comprised of the entire plant including seed, mulching with hay may seed the site with non-native grass species which might in turn out -compete the native seed. Alternatively, native species of grass hay may be purchased, but can be difficult to find and are more expensive than straw. Purchasing and utilizing a certified weed -free straw is an easier and less costly mulching method. When using grass hay, follow the same guidelines as for straw (provided above). • On small areas sheltered from the wind and heavy runoff, spraying a tackifier on the mulch is satisfactory for holding it in place. For steep slopes and special situations where greater control is needed, erosion control blankets anchored with stakes should be used instead of mulch. • Hydraulic mulching consists of wood cellulose fibers mixed with water and a tackifying agent and should be applied at a rate of no less than 1,500 pounds per acre (1,425 lbs of fibers mixed with at least 75 lbs of tackifier) with a hydraulic mulcher. For steeper slopes, up to 2000 pounds per acre may be required for effective hydroseeding. Hydromulch typically requires up to 24 hours to dry; therefore, it should not be applied immediately prior to inclement weather. Application to roads, waterways and existing vegetation should be avoided. Erosion control mats, blankets, or nets are recommended to help stabilize steep slopes (generally 3:1 and steeper) and waterways. Depending on the product, these may be used alone or in conjunction with grass or straw mulch. Normally, use of these products will be restricted to relatively small areas. Biodegradable mats made of straw and jute, straw -coconut, coconut fiber, or excelsior can be used instead of mulch. (See the ECM/TRM BMP for more information.) • Some tackifiers or binders may be used to anchor mulch. Check with the local jurisdiction for allowed tackifiers. Manufacturer's recommendations should be followed at all times. (See the Soil Binder BMP for more information on general types of tackifiers.) • Rock can also be used as mulch. It provides protection of exposed soils to wind and water erosion and allows infiltration of precipitation. An aggregate base course can be spread on disturbed areas for temporary or permanent stabilization. The rock mulch layer should be thick enough to provide full coverage of exposed soil on the area it is applied. Maintenance and Removal After mulching, the bare ground surface should not be more than 10 percent exposed. Reapply mulch, as needed, to cover bare areas. MU -2 Urban Drainage and Flood Control District June 2012 Urban Storm Drainage Criteria Manual Volume 3 Sheet: 32 of 40 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energy's Revised: 9/11/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 33 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11111 USR23-0039 Public Service of Colorado - Xcel Energy Company Seedmix Erosion Control Measure Sandy Site Mix Sand Bluestem Sand Lovegrass Indian Ricegrass General Seed Mixes for Weld County (Champ, Chet) (Bend, Native, Ne27) (Nezpar, Rimrock) Prairie Sandreed (Goshen) Green Needlegrass (Lodorm) Little bluestem (Blaze, Cimarron, Camper) Yellow Indiangrass (Cheyenne, Holt, Scout) Switchgrass (Blackwell, Nebraska 28) Sand Dropseed Total: Wetter Site Mix Western wheatgrass (Arriba, Barton, Rosana) Slender wheatgrass (Pryor, San Luis) Alkaligrass (Fults II, Salt on Sea) Streambank Wheatgrass (Sodar) Switchgrass (Nebraska 28, Blackwell) Green Needlegrass (Lodorm) Sideoats Grama (Butte, El Reno, Pierre) Perennial Ryegrass (Calibra or Garibaldi tetraploid) Sand Dropseed Total: 1.00 lbs pls/acre 2.50 lbs pls/acre 3.00 lbs pls/acre 0.75 lbs pls/acre 1.50 lbs pls/acre 0.75 lbs pls/acre 0.50 lbs pls/acre 1.50 lbs pls/acre 0.50 lbs pls/acre 12.00 pounds pls/acre 3.00 lbs pls/acre 2.00 lbs pls/acre 2.50 lbs pls/acre 2.50 lbs pls/acre 1.75 lbs pls/acre 0.50 lbs pls/acre 1.00 lbs pls/acre 0.50 lbs pls/acre 0.25 lbs pls/acre 14.00 pounds pls/acre Areas North of County Road 68 Mix Buffalo Grass (Texoka, Sharps Improved) Little Bluestem (Blaze, Cimarron, Camper) Sideoats Grama (Vaughn, Butte, Niner, El Reno, Haskell) Blue Grama (Hachital, Lovington) Western wheatgrass (Arriba, Barton, Rosana) Switchgrass (Nebraska 28, Blackwell) Perennial Ryegrass (Calibra or Garibaldi tetraploid) Sand dropseed 1.5 lbs pls/acre 1.5 lbs pls/acre 2 lbs pls/acre 3.5 lbs pis/acre 3 lbs pls/acre 1.5 lbs pis/acre 0.75 lbs pls/acre 0.25 lbs pls/acre Total: 14.00 pounds pls/acre Areas South of County Road 68 Mix Western Wheatgrass (Arriba, Barton, Rosana) Blue Grama (Hachital, Lovington) Sideoats Grama (Vaughn, Butte, Niner, El Reno, Haskell) Smooth Brome (Lincoln, Manchar) Sand dropseed Perennial Ryegrass (Calibra or Garibaldi tetraploid) Slender Wheatgrass (Pryor, Revenue or San Luis) Alkaligrass (Fults II, Salt on Sea) Switchgrass (Nebraska 28, Blackwell) 2.50 lbs pls/acre 1.50 lbs pls/acre 2.25 lbs pls/acre 2.00 lbs pls/acre 0.25 lbs pls/acre 0.75 lbs pls/acre 2.50 lbs pls/acre 1.25 lbs pls/acre 1.00 lbs pls/acre Total: 14.00 pound pls/acre Sheet: 33 of 40 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energy Revised: 9/11/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 34 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11111 USR23-0039 Public Service of Colorado - Xcel Energy Company Sediment Control Log Erosion Control Measure Sediment Control Log (SCL) SC -2 FLOW TRENC x ()DEN STAKE SE LIM4 OF SL DIAMETER MI N) DIMENT CONTROL LOG NOTES: LARGER DIAMETER SEDIMENT CONTROL LOGS MAY NEED T BE EMBEDDED DEEPER. 2. PLACE LOG AGAINST SIDEWALK OR BACK OF CURB WHEN ADJACENT CENT TO THESE FEATURES. ED SEDIMENT CONTROL LOG COMPACTED EXCAVATED TRENCH SOIL FLC SECTION "-ENTER STAKE IN ONTROL LOG DIAMETER (MIN) SEDIMENT CONTROL L LOG I ,r SCL (TY ) TRENCHED SEDIMENT CONTROL LOG ❑ DIAMETER (MIN SEDIMENT CONTROL LOG OVERLAP (MI ) $ (MIN) O DEN STAKE LOG JOINTS SCL- TRENCHED SE IME T CO NTROL LOG November 2015 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SCL-3 SC -2 Sediment Control Log (SCL) FLOW zoo 1 0 M ESTER TF SC X 1 X` 1IH DEN STAKE 84' DIAMETER (MIN) COMPOST IMENT CONTROL T?OL LOG NOTESg: 1 ,THIS DETAIL IS FOR USE WITH SEDIMENT ONTROL LOGS THAT ARE A MINIMUM OF L/FT 2„ PLACE LOG IN -ST SIDEWALK OF CURB WHEN AIL 7;ENT TO THESE FEATURES COMPOST SEDIMENT CONTROL LOG 1EIGHTI-� CENTE L3L W k IP CED FILTER MEDIA I OR SOIL FLOW SECTION R STAKE IN ONTROL L 9 DIAMETER ix INCOMP0ST SEDIMENT CONTROL LOG COMPOST SEDIMENT CONTROL LO 1r OVERLAP MINA DIAMETER ETER (MIN) SEDIMENT CONTROL LOG 18' (MJ) EN STAKE O LOG JOINTS L-. COMPOST SEDIMENT ENT CAL LOG WEIGHTED SCL-4 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 November 2015 Sheet: 34 of 40 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. XcelEnergys Revised: 9/11/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 35 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO USR23-0039 Public Service of Colorado - Xcel Energy Company Sediment Control Log Erosion Control Measure Sediment Control Log (SCL) SC -2 10' I � FOR TRENCHED SCLs WY.: FOR COMPOST SCLs VERTICAL SPACINS, :VARIE DEPENDING I SLOPE C lTI N4UU SC L AT PERIMETER OF CONSTRUCTION SITE SCL-3. SEDIMENT CONTROL LOGS TO T L SLOPE LENGTH November 2015 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SCL-5 SC -2 Sediment Control Log (SCL) SEDIMENT CONTROL LOG INSTALLATION NOTES I SEE PLA.-. VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR TO ANY UPGRADIENT LAND -DISTURBING ACTIVITIES. 3 SEDIMENT T O T L LOGS SHALL CONSIST OF STRAW, °COMPOST, EXCELSIOR R COCONUT FIBER, , AND SHALL BE FREE F ANY NOXIOUS WEED SEEDS =OR DEFECTS INCLUDING RI , HOLES AND OBVIOU WEAR . SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN IT H ES AND SALES, HOWEVER, THEY SHOULD NOT BE USED IN PERENNIAL IAL STREAMS„ . IT IS RECOMM ENDED _-:- THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO TH E GROUND TO A DEPTH OF APPROXIMATELY OF THE DIAMETER OF THE LOG, IF TRENCHING TO THIS DEPTH IS NOT FEASIBLE DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST STARING CO MPOST ST LOGS THAT ARE 8 L ' FT DO NOT NEED TO E TRENCH E 6. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL OR FILTER MATERIAL THAT IS FREE OF ROCKS AND E ., I S, THE SOIL SHALL BE TIGHTLY COMPACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN ROLLER OR L WN IN PLACE. 7. FOLLOW MANUFACTURERS E GUIDANCE FOR STAKING,: IF MANUFACTURERS EIS INSTRUCTIONS DO NOT OT SPECIFY SPACING. STAKES SHALL BE PLACED ON CENTERS AND EMBEDDED A MINIMUM UM OF " INTO THE GROUND._ OF THE STAKE SHALL PROTRUDE FROM THE TOP OF THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED, COMPOST LOGS SHOULD BE STAKED 1Cr ON CENTER. SEDIMENT CONTROL LOG MAINTENANCE NOTES INSPECT BM Ps EACH WORKDAY} AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. E. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 4- HOURS) FOLLOWING A STORM THAT GUISES S U R FAC E EROSION:. AND PERFORM E -ES Y MAINTENANCE. .: FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BM Ps IN EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3, WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATE DISCOVERY F THE FAILURE, UPON 4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY ) OF THE HEIGHT OF THE SEDIMENT CONTROL LOG, 5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END F CONSTRUCTION.COMPOST FROM --- POST LOGS MAY BE LEFT IN PLACE E AS LONG BAGS ARE REMOVED AND THE AREA SEEDED_ _ IF DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. DETAIL ADAPTED FROM TOWN OF PARKER, COLOR/44T)O, JEFFERSON: COUNTY, COLON, DOUGLAS COUP. COLORADO, AND CITY OF AUROR.A. COLMADO, NOT AVAILABLE IN AtiTOCAD) NOTE: MANY Y JURISDICTIONS: HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAI L 4 CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DE.I AIL SHOULD BE USED WHEN DIFFERENCES ARE NOTE. SCL-6 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Sheet: 35 of 40 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited intemal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. XcelEnergy6 Revised: 9/11/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 36 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO dill t �.rl��ti��ti�alii�Yu Yi�� l ��4 r1�1i�iki i iI II USR23-0039 Public Service of Colorado - Xcel Energy Company Sediment Control Log Erosion Control Measure DESCRIPTION: Xcel Energy- Imen SEDIMENT CONTROL LOG - PROPRIETARY SEDIMENT CONTROL LOGS ARE USED AS A SEDIMENT BARRIER TO INTERCEPT AND MINIMIZE SHEETFLOW RUNOFF FROM DISTURBED AREAS. DESIGN, INSTALLATION, MAINTENANCE: CENTER SCLS AGAINST CURB OR MEDIUM INLET OPENINGS SO THAT THE CURB SIDE OF THE SCL CREATES A SEAL WITH THE CURB OR MEDIAN BARRIER AND INLET STRUCTURE. INSTALL SCLS ON DOWNSLOPE SIDE OF DISTURBED AREAS. THE CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMETN AND DEBRIS FROM SURFACE AND VICINITY OF SCL AFTER EACH RAIN EVENT, OR AS DIRECTED BY ENGINEER/INSPECTOR. DISPOSE OF SCLS NO LONGER IN USE AT AN APPROPRIATE RECYCLING OR SOLID WASTE FACILITY. ADDITIONAL NOTES: 1. SCLS ARE TO BE FIELD FIT BASED ON SITE CONDITIONS AND LAYOUT SHOWN IN SWMP DRAWINGS. 2. IF SCL IS SEVERELY FILLED WITH SEDIMENT, WASH UNIT OUT IN A VEGETATED AREA CURB OPENING II Without gTate WERFIL0W GAP AGGREGATE POUCH CURB FILTER 800.362.2245 www.quicksupplydm,com 800.869.9600 www.aspent.com GEOSOURCE Product The SWP-CI "Big Red" Filter is a REUSABLE inlet protector that keeps out sediment throughout the entire construction project. There are no pockets to fill, no velcro bags, no assembly etc. Simply place in front of the inlet, make sure it lays in the contour, and you are DONE! "Big Red" CI Protector Advantages: • Easy to Install • Versatile for a variety of curb inlets • Reusable and Extremely easy to clean Made from 90% Inert Recycled Materials Fabric Properties Property Weight Grab Tensile Strength Tear Strength Burst Installation Test ASTM D5261 ASTM D4632 ASTM D4533 ASTM D3786 Units Value oz/sq yd 9.3 lb warp 250 fill 290 lb warp 60 fill 50 psi 440 Simple installation also translates into simple removal, cleanup and re -use at the next project or phase. Maintenance is simple as well by lifting the unit from the inlet, shaking the mud off of it, removing the sediment on the concrete, and placing the unit back. If it is severely filled with sediment, wash it out in a vegetated area and it is as good as new. All of these features and benefits combine to make the SWP-CI "Big Red" curb inlet protector the perfect choice for all curb inlet applica- tions. It comes in 54" long for single curb inlets and 104" lengths for double curb inlets. Custom sizes are also available depending on quantity. V, ASP ENTERPRISES The Midwest's Most Trusted Site Solutions Provider MISSMSSON I Sheet: 36 of 40 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xce/Energy Revised: 9/11/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 37 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO((kik BM I USR23-0039 Public Service of Colorado - Xcel Energy Company Sediment Control Log Erosion Control Measure DANDY CURB® GRATELESS CURB INLET AND MEDIAN BARRIER INLET PROTECTION SYSTEM GUIDE SPECIFICATION PRODUCT: DANDY CURB® MANUFACTURER: Dandy Products Inc. P.O. Box 1980 Westerville, Ohio 43086 Phone: 800-591-2284 Fax: 740-881-2791 E mail dlc@dandyproducts.com Web www.dandyproducts.com 1.0 Description: 1.1 Work covered under this item consists of installing a Dandy Curb® inlet protection system for inlets and median barrier inlets without grates. The purpose is to keep silt, sediment and construction debris out of the storm system. 2.0 Material: 2.1 The Dandy Curb® inlet protection system shall be a sewn in the U.S.A. fabric unit enclosing a porous structure in the form of a cylindrical tube placed in front of and extending beyond the inlet opening on both sides. 2.2 The Dandy Curb® inlet protection system shall have a pouch on the street side of the sewn unit for aggregate or other material to hold the unit in place. 2.3 The Dandy Curb® unit shall utilize an orange monofilament fabric that is manufactured in the U.S.A. with the following characteristics: Grab Tensile Strength ASTM D 4632 lbs 450 x 300 Grab Tensile Elongation ASTM D 4632 % 40 x 25 Puncture Strength ASTM D 4833 lbs 130 Mullen Burst Strength ASTM D 3786 psi 600 Trapezoid Tear Strength ASTM D 4533 lbs 165 x 150 % Open Area (POA) COE - 22125-86 % 28 Apparent Opening Size ASTM D 4751 US Std Sieve 30 Permittivity ASTM D 4491 secs 3.5 Permeability ASTM 4491 cm/sec 0.25 Water Flow Rate ASTM 4491 gal/min/ft2 250 _ Ultraviolet Resistance ASTM D 4355 % 70 Color Oranges The color orange is a trademark of Dandy Products, Inc. The property values listed above are effective October 2010 and are subject to change without notice. 3.0 Installation: 3.1 Place Dandy Curb® inlet protection unit on ground with aggregate pouch on street side near inlet it will be installed on. 3.2 For oil and sediment model, to install or replace absorbent, place absorbent sock in pouch. 3.3 Fill pouch with aggregate such as #5-7, 8's or similar to a level (at least 1/2 full) that will keep unit in place during a rain event and create a seal between the Dandy Curb® and the surface of the street. Reseal Velcro access. 3.4 Center the unit against curb or median inlet opening so that the curb side of the unit creates a seal with the curb or median barrier and inlet structure. There will be approximately twelve (12) inches of the inlet protection unit overhanging on each side of the opening. If the unit is not installed in this manner, it will not function properly. 4.0 Maintenance: 4.1 The contractor shall remove all accumulated sediment and debris from surface and vicinity of unit after each rain event or as directed by engineer/inspector. Dispose of unit no longer in use at an appropriate recycling or solid waste facility. 4.2 For oil and sediment model; remove and replace absorbent when near saturation. 5.0 Method of Measurement: 5.1 The quantity to be paid is for the actual number of Dandy Curb® inlet protection units installed. 6.0 Basis of payment: a ment: 6.1 The unit price shall include labor, equipment, and materials necessary to complete the work and maintain the True Dam® inlet protection units. 6.2 Payment for the completed work will be made at the contract prices for: ITEM UNIT Dandy Curb® EA 2 DESCRIPTION Inlet Protection Unit (# Inlet) Sheet: 37 of 40 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energys Revised: 9/11/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 38 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County CO B111 USR230039 Public Service of Colorado - Xcel Energy Company Typical Pull Pocket Erosion Control Measures EPFD PULL POCKET Ifc+e/E DESCRIPTION PULL POCKETS ARE TYPICALLY LEVEL AREAS OF VARYING SIZE WHERE A SEMI -TRUCK IS PARKED TO SPOOL OUT WIRE CONDUCTOR FROM THE BED OF THE TRUCK. DUE TO THE NATURE OF THIS WORK, THE TRUCK AND CONDUCTOR IS GROUNDED TO A TEMPORARY AND FLEXIBLE GROUND GRID. PAD GRADING MAY BE REQUIRED DUE ACCESS AND SAFE OPERATION OF THE CONDUCTOR PULL. ACCESS TO THE PULL PAD MAY REQUIRE GRADING AND OTHER CONTROL MEASURE(S) (CM) DEPENDING ON THE SITE. CMs FOR THIS WORK ARE TYPICAL OF SITE GRADING EFFORTS. DESIGN AND INSTALLATION 1. LABEL PAD LOCATION AND APPROXIMATE DIMENSIONS ON DRAWINGS AT EACH LOCATION. 2. INSTALL DOWN -GRADIENT CMs (I.E. SCL OR SF) BEFORE GRADING, OR RIG IS BROUGHT ON -SITE IF GRADING IS NOT REQUIRED. UP GRADIENT (I.E. BF) TO BE INSTALLED IF CONTRACTOR DEEMS IT NECESSARY. 3. IF NO GRADING IS REQUIRED, THEN SEMI -TRUCK INGRESS AND EGRESS TO BE PERFORMED WHEN SOIL IS DRY ENOUGH TO PREVENT RUTTING DEEPER THAN 3". DOWN -GRADIENT PERIMETER CONTROLS TO BE INSTALLED REGARDLESS OF GRADING NEEDS. 4. WHEN GRADING IS REQUIRED, TOPSOIL IS TO BE STRIPPED IN GRADING AREAS AND STOCKPILED. SUBGRADE IS TO BE GRADED TO LEVEL OUT AREA WITH CUT/FILL SLOPES GRADED TO 3:1 SLOPES IF GRADING IS TEMPORARY AND A MINIMUM OF 4:1 IS PAD TO REMAIN AFTER CONSTRUCTION. GRADES MAY BE ADJUSTED ON A SITE SPECIFIC BASIS DEPENDING ON SURROUNDING CONSTRAINTS. 5. SURFACE ROUGHEN ENTIRE GRADED AREA. 6. IF PAD GRADING IS TEMPORARY AND ONCE RIG IS REMOVED, REMOVE UP GRADIENT CMS, RESTORE TO PRE -CONSTRUCTION GRADES, COVER WITH TOPSOIL, SURFACE ROUGHEN, AND SEED AND MULCH DISTURBED AREA. DOWN -GRADIENT CMS TO REMAIN IN PLACE AND MAINTAINED UNTIL SITE REVEGETATED. IF PULL POCKET AREA WAS PREVIOUSLY MANAGED FOR AGRICULTURAL ACTIVITY, SURFACE ROUGHEN DISTURBED AREA AND RETURN TO LANDOWNER FOR AGRICULTURAL MANAGEMENT. 7. IF PAD GRADING IS TO REMAIN AFTER RIG REMOVED, ADJUST PERIMETER CUT/FILL GRADES TO 4:1 IF PRACTICABLE, COVER WITH TOPSOIL, SURFACE ROUGHEN, AND SEED AND MULCH DISTURBED AREA. DOWN -GRADIENT CMS TO REMAIN IN PLACE AND MAINTAINED UNTIL SITE REVEGETATED. MAINTENANCE: MAINTAIN CMs LISTED PER SPECIFIC CM PROTOCOL. ADDITIONAL NOTES: CUT/FILL SLOPES STEEPER THAN 4:1 WILL REQUIRE ECB COVER ON SLOPES WITH THE POTENTIAL OF SCL INSTALLED AS A SLOPE BREAK. GRADING MAY NOT BE REQUIRED AT ALL PULL POCKETS. DOWN -GRADIENT CMs ARE REQUIRED REGARDLESS OF GRADING NEEDS. IF PULL POCKET DOES NOT REQUIRE GRADING, OR GRADING IS EXPECTED TO BE MINIMAL, VEGETATION & TOPOGRAPHY (VT) TO BE PRIMARY CONTROL MEASURE (ASSUMING JURISDICTIONAL APPROVAL OR VT AS A CM). PLAN VIEW EXISTING GRADE 3OR4 (7) PULL POCKET 3:1 TEMPORARY 4:1 PERMANENT PAD TO BE RECLAIMED WITH SEED AND MULCH, OR SURFACED ROUGHENED FOR CONTINUED AGRICULTURAL MANAGEMENT CB (IF STEEPER THAN 4:1) CUT OA =I fM1. 18110 MN agl, tel6 MS% OWN 4.81 TOPSOIL STOCKPILE (SEE SEPARATE DETAIL) POSITIVE DRAINAGE PROPOSED GRADE CROSS SECTION A FILL (IF STEEPER THAN 4:1) • • • (IF STEEPER THAN 4:1) PERIMETER ALONG DOWN GRADIENT PERIMETER OF ALL AREA DISTURBED BY PAD CONSTRUCTION Sheet: 38 of 40 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. .XcelEnergy Revised: 9/11/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 39 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO US R23-0039 Public Service of Colorado - Xcel Energy Company Rolled Erosion Control Products EC -6 Rolled Erosion Control Products (RECP) UNDISTURBED SOIL PERIMETER ANCHOR TRENCH, TYP. JOINT ANCHOR TRENCH, TYP, TOP OF CHANNEL BANK ANCHOR TYPE OF ECB AS INDICATED IN PLAN VIEW, INSTALL IN ALL DISTURBED AREAS OF STREAMS AND DRAINAGE CHANNELS TO DEPTH; D ABOVE CHANNEL INVERT. ECB SHALL GENERALLY BE ORIENTED _ PARALLEL TO FLOW DIRECTION (I.E. LONG DIMENSIONS OF BLANKET PARALLEL TO FLOWLINES) STAKING PATTERN SHALL MATCH ECB AND/OR CHANNEL TYPE. EC E -1 PIPE OUTLET TO DRAINAGEWAY JOINT ANCHOR TRENCH, TYP. 6 TOPSOIL TYPE OF ECB, INDICATED IN PLAN VIEW GEOTETILE FABRIC OR MAT, -TYP. " MIN, TYP. MIN, SINGLE EDG STAKE, TYP COMPACTED BACKFILL, TYP. E TWO EDGES OF TWO ADJACENT ROLLS JOINT ANCHOR TRENCH ECB SHALL EXTEND TO THE. TOP OF THE CHANNEL PERIMETER ANCHOR TRENCH, TYP. COMPACTED SUBGRADE STAKING PAl l ERN PER MANUFACTURER SPEC. OR PATTERN BASED ON ECB AND/OR CHANNEL TYPE (SEE STAKING PATTERN DETAIL) ECB-2. SMALL DITCH OR DRAINAGEWAY NT R LOOP FROM MIDDLE OF ROLL DIATE ANCHOR TRENCH OVERLAPPING_ „JOIN.T MIN, 12" WOOD ' .STAKE DETAjL RECP-6 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 Rolled Erosion Control Products (RECP) EC -6 DIVERSION DITCH TYPICALLY AT TOP OF SLOPE PERIMETER ANCHOR TRENCH OR JOINT, TYP, ECB- ROLL a 4:1-3:1 SLOPES STRAW STAGGER OVERLAPS OVERLAPPING JOINT STAKING PATTERN PER MANUFACTURER SPEC. OR PATTERN BASED ON ECB AND/OR SLOPE TYPE (SEE STAKING PATTERN DETAIL) ERIMETER ANCHOR TRENCH OJtS IDE OEt'RAI NAG EWAY STRAW COCONUT 2' COCONUT OR EXCELSIOR STAKING.. PATTERNS BY ECB TYPE 2:1 OPES 4 20" 2:1 AND STEEPER SLOPES' OO LOW FLOW CHANNEL HIGH FLOW CHANNEL ETA IN A E N L �'EQR.CHANNEL TYE E V O f'" Y T'_. �1 . _ t' "'I . JY h. " � "' I _ a Y. ALfIIU .1riA 1W11Y �S_" """" 1. `1 ' il' YIY`"'" "_ .Y " C'_r."_ ••'" "•• • • • i e_ iil,MEt' , i' J_111'"INYY. VYY""" 1 `Z "'"k November 2010 November 2010 Urban Drainage and Flood Control District RECP-7 Urban Storm Drainage Criteria Manual Volume 3 Sheet: 39 of 40 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believgd to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xce/Energy Revised: 9/11/2024 I NOT FOR CONSTRUCTION 5001149 Pages: 40 of 40 12/19/2024 02:53 PM R Fee:$403.00 Carly Koppes, Clerk and Recorder, Weld County , CO USR23-0039 Public Service of Colorado - Xcel Energy Company Rolled Erosion Control Products EC -6 Rolled Erosion Control Products (RECP) SEE PLAN VIEW FOR: —LOCATION OF ECB. TYPE OF COE(STRAW, STRAW —COCONUT, COCONUT, OR EXCELSIOR) AREA, A, IN SQUARE YARDS OF EACH TYPE OF ECB. 2, 100% NATURAL AND BIODEGRADABLE MATERIALS ARE PREFERRED FOR RECPs` ALTHOUGH SOME JURISDICTIONS MAY ALLOW OTHER MATERIALS IN SOME APPLICATIONS_ 3. IN AREAS WHERE ECBs ARE SHOWN ON THE PLANS, THE PERMITTEE SHALL PLACE TOPSOIL P IL AND PERFORM FINAL GRADING, SURFACE PREPARATION, AND SEEDING AND MULCHING. SUBGRADE SHALL BE SMOOTH AND MOIST PRIOR TO ECB INSTALLATION AND THE ECB SHALL BE IN FULL CONTACT WITH SUBGRADE NO GAPS OR VOIDS SHALL EXIST UNDER THE BLANKET. 4_ PERIMETER ANCHOR TRENCH SHALL BE USED ALONG THE OUTSIDE PERIMETER OF ALL BLANKET AREAS. :. JOINT ANCHOR TRENCH SHALL BE USED TO JOIN ROLLS OF ECBs TOGETHER LONGITUDINALLY AND TRANSVERSELY) FOR ALL ECBs EXCEPT STRAW WHICH MAY USE AN OVERLAPPINGJOINT. 6, INTERMEDIATE ANCHOR TRENCH SHALL BE USED AT SPACING OF ONE HALF ROLL LENGTH FOR COCONUT AND EXCELSIOR ECBs. 7. OVERLAPPING JOINT DETAIL SHALL BE USED TO JOIN ROLLS OF ECBs TOGETHER FOR ECBs ON " SLOPES. EL MATERIAL SPECIFICATIONS OF ECBs SHALL CONFORM TO TABLE ECB-1. . ANY AREAS OF SEEDING AND MULCHING DISTURBED IN THE PROCESS OF INSTALLING ECBS SHALL BE RESEEDED AND MULCHED. 10. DETAILS ON DESIGN PLANS FOR MAJOR DRAINAGEWAY STABILIZATION WILL GOVERN IF DIFFERENT FROM THOSE SHOWN HERE. TYPE TABLE ECB 1. ECB MATERIAL COCONUT STRAW CONTENT CONTENT STRAW* - 100% SPECIFICATIONS EXCELSIOR CONTENT RECOMMENDED NETTING** DOUBLE/ NATURAL STRAW COCONUT 30 MIN 70 MAX DOUBLE/ NATURAL COCONUT 100% EXCELSIOR 100% DOUBLE/ NATURAL DOUBLE/ NATURAL *STRAW ECRs MAY ONLY BE USED OUTSIDE OF STREAMS AND DRAINAGE CHANNEL. **ALTERNATE NETTING MAY BE ACCEPTABLE IN SOME JURISDICTIONS RECP-8 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 November 2010 Rolled Erosion Control Products (RECP) EC -6 0,5 ON CONtf,O 'Rt ET. NAINTENAN7ICE.'` v.S INSPECT BMPs EACH WORKDAY., AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE., 2 FREQUENT OBSERVATIONS AND MAINTENANCENES RY TO FAINT I MP IN ARE NECESSARY A B_ EFFECTIVE OPERATING CONDITION: INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ECBS SHALL BE LEI 'I` IN PLACE TO EVENTUALLY BIODEGRADE, UNLESS REQUESTED TO BE REMOVED BY THE LOCAL JURISDICTION. 5. ANY ECB PULLED OUT TORN, OR OTHERWISE DAMAGED SHALL BE REPAIRED OR REINSTALLED. ANY SUOGRADE AREAS BELOW THE GEOTEXT1LE THAT HAVE ERODED TO CREATED A VOID UNDER THE BLANKET, OR THAT REMAIN DEVOID OF CRASS SHALL BE REPAIRED, RESEEDED AND MULCHED AND THE ECB REINSTALLED NOTE: MANY JURISDICTIONS HAVE BLIP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCALJURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO AND TOWN OF PARKER COLORADO, Nor AVAILABLE IN AUTOCAO November 2010 Urban Drainage and Flood Control District RECP-9 Urban Storm Drainage Criteria Manual Volume 3 Sheet: 40 of 40 PRELIMINARY, SUBJECT TO CHANGE The information contained herein is believed to be accurate and suitable for limited internal uses only. Xcel Energy/Public Service Company of Colorado makes no warranty as to the accuracy or suitability of any information contained herein for use by third parties. The accuracy of this map and the information depicted should be verified prior to use. The user shall assume all risk and responsibility for any and all damages, including consequential damages, which may arise from the user's reliance on this information. Xcel Energy Revised: 9/11/2024 I NOT FOR CONSTRUCTION Hello