The URL can be used to link to this page

Home My WebLink About1.00 General Application MaterialsMEMORANDUM www.RE-LAND.com 1 landscape architecture urban design environmental planning To: CC: From: Date: Project: Owner: Parcel #: Subject: G. Hartman (Garfield County Principal Planner) S. Bentley (Colorado Extreme) N. DiFrank (RE:LAND) 8.31.2023 Colorado Extreme: 2340 County Road 100 Blue Mind, LLC 2393-364-00-267 Land Use Application – Garfield County Planning Supplemental Requests Dear Glenn, Per our discussion on August 30th, a list of responses to your supplemental information inquiries has been developed and organized for the proposed Temporary Outdoor Hockey Facility and Summer Training Area for Parcel 2393-364-00-267: 1.A copy of the current Resolution of approval, Included in this memo. 2.Updated Application Permit Form The land use change application permit form has been updated to reflect the revised project description. The updated form is included in this memo. 3.Summer Training Activities Clarification Summer training activities have been noted within the narrative of this application. These activities will take place in the area of the main rink, as it is taken down each season for maintenance and summer protection. Skills + Fitness Clinics (summer training) are planned to occur during the summer months. The clinics will include between 7-15 players who are interested in an opportunity to maintain their hockey skills and personal fitness levels during the offseason. Clinics will be offered for 3-4 days/week, from 9:30am-12:00pm, June to August. The clinics will run approximately 2.5 hours/day and will combine 1.5 hours of onsite skills/conditioning work with 1 hour of offsite conditioning on the Rio Grande (roller blading or running). MEMORANDUM www.RE-LAND.com 2 4. Programmatic Intent Updates All planned programmatic updates have been thoroughly noted within the application and can be found in sections: • Project Description (pg. 29) • Proposed Conditions (pg. 30) • Hours of Operation (pg. 41) • Traffic Study (pg. 49) Thank you for your guidance on the application and associated clarification requests. Please call to discuss if any additional information would be helpful. Sincerely, Nicholas DiFrank, PLA Principal/Owner illil! ür Lltrü illN llr t,lh I lüt?t'Ht t'dtl tht¡* ht I I il IReceptionäl Sgø44S1gll9l2922 03:36:32 ppt Jean F[be¡ico1 of ı Rec Fee,sø.00 ooc Feä,ôlıı'cããrtElo couNTy co STATE OF COLORADO ) )ss County of Garfield ) At a regular meeting of the Board of County Commissioners for Garfield County, Colorado, held in the Commissioners'Meeting Room, Garfield County Administration Building in Glenwood Springs on Monday, the 10h day of October A.D. 2022, there were present: Tnh¡ l\fortin Commissioner Chairman Commissioner Commissioner Assistant County Attorney Clerk of the Board County Manager Àl[il¿c Qr 'Tnm T¡n I{elh¡ f-qr¡e when the following proceedings, among others were had and done, to-wit; REsoLUTIoN No. 1.ÐLL. A RESOLUTION OF APPROVAL FOR A LIMTTED IMPACT LAND USE CHÀNGE PERMIT FOR ÄFI OUTDOOR RECREATION FACILITY, FOR Ä TEMPORARY youTII ICE HOCKEY RINK, ON APPROXIMATELY 1.78 ACRES OF ÂN OVERALL 34.67 ACRE pROpERTy O\ryI{ED BY BLtiE MrND LLC, SHELDON IryOLITSKI, ÄLSO KNO1VN AS COLORTIO EXTREME, LOCATED AT 2340 COUNTY ROAI¡ 100, APPROXIMATELY 2 MILES EAST OF THE TOWN OF'' CARBONDALE IN SECTIONS 36, T7S, RE8W, SECTION 31, T7S, R87W AND SECTION I, T8S, R88\ry OF' TIIE 6TH P.M, GARFIELD COUNTY PARCEL NO# 2 39 3- 3 64-00-267 Recitals A. The Board of County Commissioners of Garfield County, Colorado, (Board) received a request for a Limited Impaet Land Use Change Permit to allow for an Outdoor Recreâtion Facility foia Temporary Youth Ice Hockey Rink, submitted by the BIue Mind LLC, Sheldon Wolitski also known as Colorado Extreme, as further described in Exhibit A, Site Plan. (File No. LIPA-02-22- 891?) B. The Outdoor Recreation Facility is to be located on approximately 1.78 acres of an overall 34.67 aue propeffy, owned by the Blue Mind LLC. The property is fi.¡rther described in Exhibit B, Legal Description. 1 till llF,¡ li¡ll lÎüi tflå!ffi t1 ll I J [1 FlJ, |:þ,l Tll¡ 1,, Iü l.l'ri, ll I I I Receotion$: 98ø445 iø í!{Lãgrà 9lå¿', 3o?6.'f ".'Ê33, I I Eã.. åERr t ero "oururv co C. The subject property is located within unincorporated Garheld County in the Rural Zone District, approximately 2 miles east of the Town of Carbondale, at 2340 County Road 100. D. Outdoor Recreation Facilities rnay be permitted in the Rural zone district with a Limited Impact Review Land Use Change Permit' E. The Board is authorized to approve, deny or approve with conditions a Limited knpact Review application resulting in issuance of a Land Use Change Permit pursuant to the Garfield County Land Use and Development Code, as amended. F. The Board of County Commissioners opened a public hearing on the lÛth day of October, 2A22 for consideration of whether the proposed Land Use Change Permit should be granted or denied, during which hearing the public and interested persons were given the opportuníty to express their opinions regarding the request. G. The Board of County Commissioners closed the public hearing on the 10û day of October, 2022to make a fìnal decision. H. The Board on the basis of substantial competent evidence produced at the aforementioned hearing, has made the following determinations of fact: l. That proper public notice was provided as required for the hearing before the Board of County Commissioners. 2. The hearing before the Board of County Commissioners was extensive and complete, that ail pertinent facts, matters and issues were submitted and that all interested parties were heard at that meeting. 3. That for the above stated and other reasons the proposed Outdoor Recreational Facility - Temporary Youth Ice Hockey Rink submitted by Blue Mind LLC - Sheldon \Molitski, also known as Colorado Extreme is in the best interest of the health, safefy, convenience, order, prosperity and welfare of the citizens of Garfield County. 4. Thatwith the adoption ofconditions, the application is in general conformance with the 2030 Comprehensive PIan, as amended. 5. That with the adoption of conditions and granting of waivers the application has adequately met the requirements of the Garfield County Land Use and Development Code, as amended. 1 I I I I lii Fr['E ILT Éll¡¡ I H{ tll {h \ï I \t,l I rf ii Hr\ll{ft ITI' ll I I I Reception$: 98ø445 1øl1dl2O22 03;36:32 PM Jean Albericoå-åi-ã-Re; Ëãèistàløø Doo Fee:4.øo GARFIELD couNTY c0 RESOLUTION NO\ry THEREFORE, BE IT RESOLYED by the Board of County Commissioners of GarfÏeld County, Colorado, that: A. The forgoing Recitals are incorporated by this reference as part of the resolution. B. The Land Use Change Permit for an Outdoor Recreation Facility, for a Temporary Youth Hockey Rink, also known as Colorado Extreme is hereby approved subject to compliance with the following conditions: 1. That all representations made by the Applicant in the application shall be conditions of approval unless specifrcally altered by the conditions of approval. 2. Prior to the issuance of the Land Use Change Permit the Applicant shall update the site plans as follows: a. The site plan shall indicate no parking along the access roadway, to ensure safe emergency vehicle access. b. Entrance driveway is properly labelled as a paved access road and shall have its improved width of 20 ft. (16 ft. with 2 ft. shoulders) shown or indicated by note. c. Driveway width dimensions on the looped roadway and within the parking area shall be added to the site plan. d. The Sight Triangle notation shall be upgraded to reflect required removal of any vegetation obstructing the Sight Triangle. e. The site plan note on protection of the Union Ditch shall be upgraded to include specific protection to be provided, including possible fencing and signage. Protection from sno\ry removal, trash, and debris shall be specified- f. The site plan shall be upgraded to include pedestrian circulationo staging and sitting areas to include safe separation between the portable bathrooms and the parking driveway. Locations for potential future warming and or weather shelters may be included on the plan. g. The access easemsnt and irrigation ditch easement shall be more cleariy delineated on the plan. h. The Applicant shall provide an updated site plan with information on existing vegeratión (including height and type) and indication of trees to be relocated to the perimeter screening area. 3. Priorto the issuance of the Land Use Change Permitthe Applicant shall provide additional confirmation from the Applicant's Engineer that the proposed access is adequate to serve the proposed use consistent with the County Roadway Waiver Policy. Said confirmation shall address minor roadway waivers including but not limited to right-or-way width. âJ 'd;tlä-äifå{,#;$iljfllilJï,i,:l',,r','l¡+r,¡,,rilr 4. All access and parking improvements shall be installed and completed prior to issuance of the Land use Change Permit. Grading permits may be required. 5. Prior to the issuance of the Land Use Change Permit the Applicant shall provide the following additional documentation and comply with conditions on the proposed Water Supply Plan: ^. Provide a copy of the updated commercial well permit from the Division of Water Resources or confïrmation from the Division that the current well permit is acceptable to serve the proposed use. The Applicant shall comply with all conditions of said well permit and any supplemental referral comments that may be received *om the Division. b. The Applicant shall maintain in effect and comply with all provisions of the updated contract with the Basalt Water Conservation District. c. The applicant shall provide documentation from a qualified professional on an appropriate 'Water Treatment plan to address the water quality issues. Said treatment shall be implemented or installed with follow-up testing to document compliance with State Drinking lWater Standards inciuding that Coliform Bacteria is no longer present. 6. Prior to issuance of the Land Use Change Permit, the Applicant shall provide a maintenance and operation plan for the access driveway addressing normal and typical maintenance, maintaining the driving surface, dust suppression, sno\¡/ retnoval and correction ofany drainage issues. 7. Lighting on the property shall comply with Section 7-304 and shall be shielded, down directed, and internally oriented to the site. Prior to issuance of the Land Use Change Permit, the Applicant shall provide additional documentation on screening height on the site plan relative to light fixture height and copies ofthe latest photomotric study. Lights shall be turned off by 9:00 p.m. 8. Noise generated from the facility shall comply with the Stats noise standards for residential properlies pursuant to Colorado Revised Statues, Article 12, Title 25. Should violation of noise standards be identified the Applicant shall implement additional noise mitigation and/or operational changes to bring the use into compliance. 9. The Applicant shall comply with best management practices for wildlife compatibility including use ofbear resistant trash containers. 10. The Applicant shall maintain compliance with County Weed Management regulations and shall coordinate with the County Vegetation Manager príor to weed mitigation including application of herbicides. 4 tlll liltrll¡J,lh1 F[,]!flh Hd ,l'F,lhllll*Tllù l1U't"']' ll il I Recepti,onfi: 9E0445 1øt1dl2ø22 Ø?:3,6:32 Pl1 Jean Alberico 6-¿ri-ô-Rãð fãerSø.oa Doc Fee:Ø'oØ GARFIELD CôUNTY c0 1 l. Prior to issuance of the Land Use Change Permit the Applicant shall comPlete all electrical upgrades and extension to serve the proposed use. Any State Electrical permittíng required shall be obtained. 12. Prior to issuance of the Land Use Change Permit, the Applicant's Engineer shall confirm that a State Stormwater Management Permit is not required or if required submit documentation of said permit to the County' 13. The Ternporary Use is approved for two years to encompass the 2A22 -2023 and2023- 2024 winter seasons. Additional years of operation may be approved by the Board of County Commissions at a public meeting, upon request by the Applicant. Said request shall include documentation of ongoing compliance with conditions of approval and successful mitigation of impacts. 14. Current conditional approval for a Small Contractor's Yard shall become withdrawn with the issuance of the OutdoorRecreation Land Uss Change Permit. Reinstating those approvals if the Outdoor Recreation Facílity is discontinued would require reapplication to the County. 15. Consistent with the Applicant's Engineering Report, no changes to historic drainage on the site are proposed or approved and no off-site drainage impacts from the project will result or were noted in said report. 16. Prior to issuance of tbe Land Use Change Permit, the Applicant shall provide the County with an outline of their Safety Operations including ensuring adequate telephone/cell phone communication with emergency service provides- l?. Prior to issuance of the Land Use Change Permit the Applicant shall provide confirmation from RFTA that the proposed access improvements are consistent with their updated Private Road crossing License (dated s/9/?2) and have been approved by RFTA. 18. Upon discontinuarion of the Temporary Outdoor Recreation Facility, and the expiration of approvals and any extension thereof, the Applicant shall remove the Ice Rink improvements anä equipmenr within 90 days and retum the site to a safe and stable condition including but not limited to access and drainage. Improvement to serve ñ¡ture permitted uses on the property may remain in place. 19. Operation ofthe facility shall be in accordance with all Federal, State, and local regulations and permits governing operation of the facility. 5 I lll flirrH î hhI 1lïl lhr, l¡l¡ i rl, {fl LUrl I il{ I Ë drlJI[I'ú I I I I IReception#'. 98ø445 1øl1Al2@22 03:36:32 PÌ1 Jean Êlberíco6 of 6 RÊc Fe€¡gO.ø@ Dac Fee:0.0ø GÊRFIELD COUNTY CO f"1 # Dated this ATTEST: day of edaL-.d,.o. zo-! z-. GARFIELD COUNTY BOARD OF COMMISSIONERS, GARFIELD COUNTY i $Ð4¿ ,-r-r-, tyl of the Boa¡d Upon motion dulY made and following vote: the adopted by the ËÞ T'IJAIÞ IIìIJNF I\/l A I}TTNT Aye Aye AyeÊIr.INIìP'ì-ôM TÂ Nfiaô\/sI¿v STATE OF COLORADO ) )ss )County of Garfield I- County Clerk and ex-officio Clerk of the Board of 't - County-tyandStateaforesaid,doherebycertiffthatthe unn"*ed and foregoing Resolution is truly copied from the Records of the Proceeding ofthe Board of County Commissionsrs for said Garfield County, now in my otïtce. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said County, at Glenwood Springs, this - day of . A-D. 20-. County Clerk and ex-officio Clerk of the Board of County Commissioners 6 Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970)945-8212 www.garfield-county.com LAND USE CHANGE PERMIT APPLICATION FORM TYPE OF APPLICATION Administrative Review Development in 100-Year Floodplain Limited Impact Review Development in 100-Year Floodplain Variance Major Impact Review Code Text Amendment Amendments to an Approved LUCP LIR MIR SUP Rezoning Zone District PUD PUD Amendment Minor Temporary Housing Facility Administrative Interpretation Vacation of a County Road/Public ROW Appeal of Administrative Interpretation Location and Extent Review Areas and Activities of State Interest Comprehensive Plan Amendment Accommodation Pursuant to Fair Housing Act Pipeline Development Variance Time Extension (also check type of original application) INVOLVED PARTIES Owner/Applicant Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ Representative (Authorization Required) Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ PROJECT NAME AND LOCATION Project Name: _____________________________________________________________________________________ Assessor’s Parcel Number: ___ ___ ___ ___ - ___ ___ ___ - ___ ___ - ___ ___ ___ Physical/Street Address: ________________________________________________________________ Legal Description: ______________________________________________________________________ _____________________________________________________________________________________ Zone District: ___________________________________ Property Size (acres): __________________ PROJECT DESCRIPTION REQUEST FOR WAIVERS Submission Requirements The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: ______________________________ Section: _________________________________ Section: ______________________________ Section: _________________________________ Waiver of Standards The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: ______________________________ Section: _________________________________ Section: ______________________________ Section: _________________________________ I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. ______________________________________________________ __________________________ Signature of Property Owner or Authorized Representative, Title Date OFFICIAL USE ONLY File Number: __ __ __ __ - __ __ __ __ Fee Paid: $_____________________________ Existing Use: ____________________________________________________________________________________ Proposed Use (From Use Table 3-403): ____________________________________________________ Description of Project: __________________________________________________________________ 1.The Decision you are appealing. 2.The date the Decision was sent as specified in the notice (date mailed). 3.The nature of the decision and the specified ground for appeal. Please cite specific code sections and/or relevant documentation to support your request. 4.The appropriate appeal fee of $250.00. 5.Please note a completed Appeal Application and fees must be received within 30 calendar days of the date of the final written Administrative Interpretation. For Appeal of Administrative Interpretation please include: COLORADO EXTREME Temporary Outdoor Youth Hockey Rink UPDATE Parcel ID #239336400267 2340 County Road 100 Garfield County, Colorado August 7, 2023 Prepared By: RE:LAND, LLC Nicholas DiFrank, PLA Principal/Owner Email: nick@re-land.com Phone: 303.829.8362 Prepared For: Blue Mind, LLC c/o Sheldon Wolitski, Owner 5190 Upper Cattle Creek Road Carbondale, CO 81623 2 2340 County Road 100 - Colorado Extreme TABLE OF CONTENTS PROJECT TEAM APPLICATION FORM ........ ....................................................................3 PRE-APPLICATION CONFERENCE SUMMARY ...................5 GENERAL APPLICATION MATERIALS ..........................................11 Statement of Authority 12 Authorized Representative 13 Waiver Requests 14 Ownership Information (4-203.B.2) 15 Adjacent Property Owners + Mineral Rights (4-203.B.3) 25 Payment Agreement Form (4-203.B.4) 28 Project Description (4-203.B.5) 29 SPECIFIC APPLICATION MATERIALS ..........................................33 Vicinity Map (4-203.C) 34 Site Plan (4-203.D) 35 Grading + Drainage Plan (4-203.E) 35 Landscaping Plan (4-203.F) 35 Impact Analysis (4-203.G) 35 Rezoning Justification Report (4-203.H) 41 Statement of Appeal (4-203.I) 41 Development Agreement (4-203.J) 41 Improvements Agreement (4-203.K) 41 Engineering Report 42 Traffic Study, basic (4-203.L) 47 Water Supply and Distribution Plan (4-203.M) 113 Wastewater Management and System Plan (4-203.N) 148 Floodplain Analysis (4-203.O) 149 ARTICLE 7: STANDARDS . ...............................................................151 DIVISION 1. GENERAL APPROVAL STANDARDS 152 DIVISION 2. GENERAL RESOURCE PROTECTION STANDARDS 161 DIVISION 3. SITE PLANNING AND DEVELOPMENT STANDARDS 165 APPLICATION EXHIBITS .. ...............................................................171 Exhibit A: C1.0 Overall Site Plan Exhibit B: C1.1 Site Plan Exhibit C: C1.2 Grading + Drainage Plan Exhibit D: C2.0 Utility Plan Exhibit E: C3.0 Driveway Plan + Profile Exhibit F: C4.0 Vehicle Turning Simulation Exhibit G: Site Improvement Survey Owner: Blue Mind, LLC Sheldon Wolistski, Manager Simon Bentley, Project Manager Email: sheldon@selectgroup.com simon@coloradoextreme.org Phone: 970.309.9151 Land Planning + Site Design: RE:LAND, LLC Nicholas DiFrank, PLA Principal/Owner 652 Melissa Ln Carbondale, CO 81623 Email: nick@re-land.com Phone: 303.829.8362 Civil Engineering: JVA Consulting Engineers J.R. Spung Senior Project Manager 817 Colorado Avenue, Suite 301 Glenwood Springs, CO 81601 Email: jspung@jvajva.com Phone: 970.404.3085 Traffic Engineering: Fox Tuttle Transportation Group Cassie Slade, P.E., PTOE Principal/Owner 1624 Market Street, Suite 202 Denver, CO 80202 Email: cassie.slade@foxtuttle.com Phone: 303.652.3571 Water Engineering: LRE Water Eric Mangeot, P.E. Senior Project Manager 909 Colorado Avenue Glenwood Springs, CO 81601 Email: eric.mangeot@lrewater.com Phone: 970.945.6777 2393 364 00 267 Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970)945-8212 www.garfield-county.com LAND USE CHANGE PERMIT APPLICATION FORM TYPE OF APPLICATION Administrative Review Development in 100-Year Floodplain Limited Impact Review Development in 100-Year Floodplain Variance Major Impact Review Code Text Amendment Amendments to an Approved LUCP LIR MIR SUP Rezoning Zone District PUD PUD Amendment Minor Temporary Housing Facility Administrative Interpretation Vacation of a County Road/Public ROW Appeal of Administrative Interpretation Location and Extent Review Areas and Activities of State Interest Comprehensive Plan Amendment Accommodation Pursuant to Fair Housing Act Pipeline Development Variance Time Extension (also check type of original application) INVOLVED PARTIES Owner/Applicant Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ Representative (Authorization Required) Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ PROJECT NAME AND LOCATION Project Name: _____________________________________________________________________________________ Assessor’s Parcel Number: ___ ___ ___ ___ - ___ ___ ___ - ___ ___ - ___ ___ ___ Physical/Street Address: ________________________________________________________________ Legal Description: ______________________________________________________________________ _____________________________________________________________________________________ Zone District: ___________________________________ Property Size (acres): __________________ Blue Mind,LLC c/o Sheldon Wolitski 919 349-2980 5190 Upper Cattle Creek Carbondale CO 81623 sheldon@selectgroup.com Nicholas DiFrank,PLA 303 829-8362 652 Melissa Ln Carbondale CO 81623 nick@re-land.com Colorado Extreme 2340 County Road 100 Section:36 Township:7 Range:88 a parcel of land in Government Lots 17 and 21, a portion of Government Lot 14,Sec.31,Twn 7,Rng 87,and in Government Tot 1,Sec.1,Twn 8,Rng 88.35.02 acres Rural 34.67 acres 2340 County Road 100 - Colorado Extreme 3 APPLICATION FORM PROJECT DESCRIPTION REQUEST FOR WAIVERS Submission Requirements The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: ______________________________ Section: _________________________________ Section: ______________________________ Section: _________________________________ Waiver of Standards The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: ______________________________ Section: _________________________________ Section: ______________________________ Section: _________________________________ I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. ______________________________________________________ __________________________ Signature of Property Owner or Authorized Representative, Title Date OFFICIAL USE ONLY File Number: __ __ __ __ - __ __ __ __ Fee Paid: $_____________________________ Existing Use: ____________________________________________________________________________________ Proposed Use (From Use Table 3-403): ____________________________________________________ Description of Project: __________________________________________________________________ 1.The Decision you are appealing. 2.The date the Decision was sent as specified in the notice (date mailed). 3.The nature of the decision and the specified ground for appeal. Please cite specific code sections and/or relevant documentation to support your request. 4.The appropriate appeal fee of $250.00. 5.Please note a completed Appeal Application and fees must be received within 30 calendar days of the date of the final written Administrative Interpretation. For Appeal of Administrative Interpretation please include: Parcel is currently vacant.A Land Use Change Permit for a Small Contractors Yard received BOCC approval on June 13,2022. A temporary outdoor youth hockey rink (Recreation,Outdoor) update to temporary youth hockey facility to include:new entry,piped irrigation ditch,and additional skills rink. Landscape Plan (4-203.F)Waterwater Management and System Plan (4-203.N) Development Agreement (4-203.J)Improvement Agreement (4-203.K) Principal, RE:LAND 8.4.2023 4 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 5 PRE-APPLICATION CONFERENCE SUMMARY 6 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 7 8 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 9 10 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 11 GENERAL APPLICATION MATERIALS 12 2340 County Road 100 - Colorado Extreme Statement of Authority 2340 County Road 100 - Colorado Extreme 13 Authorized Representative 652 Melissa Ln, Carbondale, CO 81623 • RE-LAND.COM • 303.829.8362 landscape architecture urban design environmental planning To: Mr. Glenn Hartmann / Garfield County From: N. DiFrank / RE:LAND (nick@re-land.com) Date: 08.15.2022 Project: 2340 County Road 100 Owner: Blue Mind, LLC Parcel #: 2393-364-00-267 Subject: Land Use Application for Temporary Outdoor Recreation Facility – Waiver Requests Dear Glenn, Per our discussions, a list of requested waivers has been developed and organized for the proposed Temporary Youth Hockey Outdoor Facility for Parcel 2393-364-00-267. The waiver requests are based on the temporary nature/circumstances of this proposed use. At the time of a permanent facility proposal, all necessary permit/application sections will be completed, as deemed necessary by the County. Requested Waivers: 1. Landscape Plan (4-203.F) The proposed Youth Hockey Facility is intended to be a temporary outdoor recreation facility. Due to the temporary nature of this proposal, we are requesting a waiver from the required landscape plan. The previous property owner had taken great care over the past 15-years years to install vegetative buffers along the property boundaries and within the property core to mitigate visual, acoustic/noise, and dust concerns. Much of the previously installed vegetation is currently nearing maturity. 2. Development and Improvement Agreements (4-203.J, K) No vesting issues or public improvements are included as part of this application. 3. Wastewater Management and System Plan (4-203. N) As a condition of approval, we are requesting a waiver to allow a temporary restroom facility in-lieu of a permanent OWTS system. The proposed temporary restrooms will be heated for winter use and regularly cleaned/emptied by a third-party service provider. A permanent OWTS system will be developed as part of the future/permanent facility proposal. Thank you for your guidance on the application and associated waiver requests. I look forward to discussing this approach and any questions with you. Sincerely, Nicholas DiFrank, PLA Principal 652 Melissa Ln, Carbondale, CO 81623 • RE-LAND.COM • 303.829.8362 landscape architecture urban design environmental planning To: Mr. Glenn Hartmann / Garfield County From: N. DiFrank / RE:LAND (nick@re-land.com) Date: 08.15.2022 Project: 2340 County Road 100 Owner: Blue Mind, LLC Parcel #: 2393-364-00-267 Subject: Land Use Application for Temporary Outdoor Recreation Facility – Waiver Requests Dear Glenn, Per our discussions, a list of requested waivers has been developed and organized for the proposed Temporary Youth Hockey Outdoor Facility for Parcel 2393-364-00-267. The waiver requests are based on the temporary nature/circumstances of this proposed use. At the time of a permanent facility proposal, all necessary permit/application sections will be completed, as deemed necessary by the County. Requested Waivers: 1. Landscape Plan (4-203.F) The proposed Youth Hockey Facility is intended to be a temporary outdoor recreation facility. Due to the temporary nature of this proposal, we are requesting a waiver from the required landscape plan. The previous property owner had taken great care over the past 15-years years to install vegetative buffers along the property boundaries and within the property core to mitigate visual, acoustic/noise, and dust concerns. Much of the previously installed vegetation is currently nearing maturity. 2. Development and Improvement Agreements (4-203.J, K) No vesting issues or public improvements are included as part of this application. 3. Wastewater Management and System Plan (4-203. N) As a condition of approval, we are requesting a waiver to allow a temporary restroom facility in-lieu of a permanent OWTS system. The proposed temporary restrooms will be heated for winter use and regularly cleaned/emptied by a third-party service provider. A permanent OWTS system will be developed as part of the future/permanent facility proposal. Thank you for your guidance on the application and associated waiver requests. I look forward to discussing this approach and any questions with you. Sincerely, Nicholas DiFrank, PLA Principal 14 2340 County Road 100 - Colorado Extreme Waiver Requests LAND TITLE GUARANTEE COMPANY Date: August 09, 2022 Subject: Attached Title Policy BLUE MIND, LLC, A COLORADO LIMITED LIABILITY COMPANY for 2340 COUNTY ROAD 100, CARBONDALE, CO 81623 Enclosed please find the Owner's Title Insurance Policy for your purchase of the property listed above. This title policy is the final step in your real estate transaction, and we want to take a moment to remind you of its importance. Please review all information in this document carefully and be sure to safeguard this policy along with your other legal documents. Your owner's policy insures you as long as you own the property and requires no additional premium payments. Please feel free to contact any member of our staff if you have questions or concerns regarding your policy, or you may contact Commercial Title Dept. at (303) 850-4158 or finals@ltgc.com As a Colorado-owned and operated title company for over 50 years, with offices throughout the state, we take pride in serving our customers one transaction at a time. We sincerely appreciate your business and welcome the opportunity to assist you with any future real estate needs. Not only will Land Title be able to provide you with the title services quickly and p rofessionally, but you may also be entitled to a discount on title premiums if you sell or refinance the property described in the enclosed policy. Thank you for giving us the opportunity to work with you on this transaction. We look forward to serving you again in the future. Sincerely, Land Title Guarantee Company 2340 County Road 100 - Colorado Extreme 15 Ownership Information (4-203.B.2) OWNER'S POLICY OF TITLE INSURANCE ANY NOTICE OF CLAIM AND ANY OTHER NOTICE OR STATEMENT IN WRITING REQUIRED TO BE GIVEN TO THE COMPANY UNDER THIS POLICY MUST BE GIVEN TO THE COMPANY AT THE ADDRESS SHOWN IN SECTION 18 OF THE CONDITIONS. COVERED RISKS SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B AND THE CONDITIONS,OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, a Minnesota corporation, (the "Company"), insures, as of Date of Policy and, to the extent stated in Covered Risks 9 and 10, after Date of Policy, against loss or damage, not exceeding the Amount of Insurance, sustained or incurred by the Insured by reason of: 1. Title being vested other than as stated in Schedule A. 2. Any defect in or lien or encumbrance on the title; This covered Risk includes but is not limited to insurance against loss from a. A defect in the Title caused by b. The lien of real estate taxes or assessments imposed on the Title by a governmental authority due or payable, but unpaid. c. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. The term "encroachment" includes encroachments of existing improvements located on the Land onto adjoining land, and encroachments onto the Land of existing improvements located on adjoining land. 3. Unmarketable Title. 4. No right of access to and from the Land. 5. The violation or enforcement of any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to if a notice, describing any part of the Land, is recorded in the Public Records setting forth the violation or intention to enforce, but only to the extent of the violation or enforcement referred to in that notice. 6. An enforcement action based on the exercise of a governmental police power not covered by Covered Risk 5 if a notice of the enforcement action, describing any part of the Land, is recorded in the Public Records, but only to the extent of the enforcement referred to in that notice. 7. The exercise of the rights of eminent domain if a notice of the exercise, describing any part of the Land, is recorded in the Public Records. 8. Any taking by a governmental body that has occurred and is binding on the rights of a purchaser for value without Knowled ge. 9. Title being vested other than as stated in Schedule A or being defective 10. Any defect in or lien or encumbrance on the Title or other matter included in Covered Risks 1 through 9 that has been created or attached or has been filed or recorded in the Public Records subsequent to Date of Policy and prior to the recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. The Company will also pay the costs, attorneys' fees, and expenses incurred in defense of any matter insured against by this Policy, but only to the extent provided in the Conditions. Issued by: Land Title Guarantee Company 3033 East First Avenue Suite 600 Denver, Colorado 80206 303-321-1880 Craig B. Rants, Senior Vice President Copyright 2006-2022 American Land Title Association - All rights reserved. - The use of this form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. - All other uses are prohibited. - Reprinted under license from the American Land Title Association AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY Adopted 6-17-06 forgery, fraud, undue influence, duress, incompetency , incapacity, or impersonation;(i) failure of any person or Entity to have authorized a transfer or conveyance;(ii) a document affecting Title not properly created, executed, witnessed, sealed, acknowledged, notarized, or delivered;(iii) failure to perform those acts necessary to create a document by electronic means authorized by law;(iv) a document executed under a falsified, expired, or otherwise i nvalid power of attorney;(v) a document not properly filed, recorded, or indexed in the Public Records including failure to perform those acts by electronic means authorized by law; or (vi) a defective judicial or administrative proceeding.(vii) the occupancy, use or enjoyment of the Land;(a) the character, dimensions, or location of any improvement erected on the Land;(b) the subdivision of land; or(c) e nvironmental protection(d) as a result of the avoidance in whole or in part, or from a court order providing an alternative remedy, of a transfer of all or any part of the title to or any interest in the Land occurring prior to the transaction vesting Title as shown in Schedule A because that prior transfer constituted a fraudulent or preferential transfer under federal bankruptcy, state insolvency, or similar creditors' rights laws; or (a) because the instrument of transfer vesting Title as shown in Schedule A constitutes a preferential transfer under federal bankruptcy, state insolvency, or similar creditors' rights laws by reason of the failure of its recording in the Public Records (b) to be timely, or(i) to impart notice of its existence to a purchaser for value or to a judgment or lien creditor.(ii) 16 2340 County Road 100 - Colorado Extreme EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: CONDITIONS 1. DEFINITION OF TERMS The following terms when used in this policy mean: 2. CONTINUATION OF INSURANCE The coverage of this policy shall continue in force as of Date of Policy in favor of an Insured, but only so long as the Insured retains an estate or interest in the Land, or holds an obligation secured by a purchase money Mortgage given by a purchaser from the Insured, or only so long as the Insured shall have liability by reason of warranties in any transfer or conveyanc e of the Title. This policy shall not continue in force in favor of any purchaser from the Insured of either (i) an estate or interest in the Land, or (ii) an obligation secured by a purchase money Mortgage given to the Insured. 3. NOTICE OF CLAIM TO BE GIVEN BY INSURED CLAIMANT The Insured shall notify the Company promptly in writing (i) in case of any litigation as set forth in Section 5(a) of these Conditions, (ii) in case Knowledge shall come to an Insured hereunder of any claim of title or interest that is adverse to the Title, as insured, and that might cause loss or damage for which the Company may be (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting or relating to(1) the occupancy, use, or enjoyment of the Land;(i) the character, dimensions, or location of any improvement erected on the Land;(ii) the subdivision of land; or(iii) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6. (iv) Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.(2) Defects, liens, encumbrances, adverse claims, or other matters(3) created, suffered, assumed, or agreed to by the Insured Claimant;(a) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (b) resulting in no loss or damage to the Insured Claimant;(c) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 and 10); or(d) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title.(e) Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction vesting the Title as shown in Schedule A, is (4) a fraudulent conveyance or fraudulent transfer; or(a) a preferential transfer for any reason not stated in Covered Risk 9 of this policy.(b) Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. (5) "Amount of Insurance": The amount stated in Schedule A, as may be increased or decreased by endorsement to this policy, increased by Section 8(b) or decreased by Sections 10 and 11 of these Conditions. (a) "Date of Policy": The date designated as "Date of Policy" in Schedule A.(b) "Entity": A corporation, partnership, trust, limited liability company, or other similar legal entity.(c) "Insured": The Insured named in Schedule A.(d) The term "Insured" also includes(i) successors to the Title of the Insured by operation of law as distinguished from purchase, including heirs, devisees, survivors, personal representatives, or next of kin; (A) successors to an Insured by dissolution, merger, consolidation, distribution, or reorganization;(B) successors to an Insured by its conversion to another kind of Entity;(C) a grantee of an Insured under a deed delivered without payment of actual valuable consideration conveying the Title(D) if the stock, shares, memberships, or other equity interests of the grantee are wholly-owned by the named Insured.(1) if the grantee wholly owns the named Insured,(2) if the grantee is wholly-owned by an affiliated Entity of the named Insured, provided the affiliated Entity and the named Insured are both wholly- owned by the same person or Entity, or (3) if the grantee is a trustee or beneficiary of a trust created by a written instrument established by the Insured named in Schedule A for estate planning purposes (4) With regard to (A), (B), (C), and (D) reserving, however, all rights and defensed as to any successor that the Company would have had against any predecessor Insured. (ii) "Insured Claimant": An Insured claiming loss or damage.(e) "Knowledge" or "Known": Actual knowledge, not constructive knowledge or notice that may be imputed to an Insured by reason of the Public Records or any other records that impart constructive notice of matters affecting the Title. (f) "Land": The land described in Schedule A, and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenue, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is insured by this polic y. (g) "Mortgage": Mortgage, deed of trust, trust deed, or other security instrument, including one evidenced by electronic means authorized by law.(h) "Public Records": Records established under state statutes at Date of Policy for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. With respect to Covered Risk 5(d), "Public Records" shall also include environmental protection liens filed in the records of the clerk of the United States District Court for the district where the Land is located. (i) "Title": The estate or interest described in Schedule A. "Unmarketable Title": Title affected by an alleged or apparent matter that would permit a prospective purchaser or lessee of the Title or lender on the Title to be released from the obligation to purchase, lease, or lend if there is a contractual condition requiring the delivery of marketable title. (j) 2340 County Road 100 - Colorado Extreme 17 liable by virtue of this policy, or (iii) if the Title, as insured, is rejected as Unmarketable Title. If the Company is prejudiced by the failure of the Insured Claimant to provide prompt notice, the Company's liability to the Insured Claimant under the policy shall be reduced to the extent of the prejudice. 4. PROOF OF LOSS In the event the Company is unable to determine the amount of loss or damage, the Company may, at its option, require as a condition of payment that the Insured Claimant furnish a signed proof of loss. The proof of loss must describe the defect, lien, encumbrance, or other matter insured against by this policy that constitutes the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. 5. DEFENSE AND PROSECUTION OF ACTIONS (a) Upon written request by the Insured, and subject to the options contained in Section 7 of these Conditions, the Company, at its own cost and without unreasonable delay, shall provide for the defense of an Insured in litigation in which any third party asserts a claim covered by this policy adverse to the Insured. This obligation is limited to only those stated causes of action alleging matters insured against by this policy. The Company shall have the right to select counsel of its choice (subject to the right of the Insured to object for reasonable cause) to represent the Insured as to those stated causes of action. It shall not be liable for and will not pay the fees of any other counsel. The Company will not pay any fees, costs, or expenses incurred by the Insured in the defense of those causes of action that allege matters not insured against by this policy. (b) The Company shall have the right, in addition to the options contained in Section 7 of these Conditions, at its own cost, to institute and prosecute any action or proceeding or to do any other act that in its opinion may be necessary or desirable to establish the Title, as insured, or to prevent or reduce loss or damage to the Insured. The Company may take any appropriate action under the terms of this policy, whether or not it shall be liable to the Insured. The exercise of these rights shall not be an admission of liability or waiver of any provision of this policy. If the Company exercises its rights under this subsection, it must do so diligently. (c) Whenever the Company brings an action or asserts a defense as required or permitted by this policy, the Company may pursue the litigation to a final determination by a court of competent jurisdiction, and it expressly reserves the right, in its sole discretion, to appeal any adverse judgment or order. 6. DUTY OF INSURED CLAIMANT TO COOPERATE (a) In all cases where this policy permits or requires the Company to prosecute or provide for the defense of any action or proceeding and any appeals, the Insured shall secure to the Company the right to so prosecute or provide defense in the action or proceeding, including the right to use, at its option, the name of the Insured for this purpose. Whenever req uested by the Company, the Insured, at the Company's expense, shall give the Company all reasonable aid (i) in securing evidence, obtaining witnesses, prosecuting or defending the action or proceeding, or effecting settlement, and (ii) in any other lawful act that in the opinion of the Company may be necessary or desirable to establish the Title or any other matter as insured. If the Company is prejudiced by the failure of the Insured to furnish the required cooperation, the Company's obligation to the Insured under the policy shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation, with regard to the matter or matters requiring such cooperation. (b) The Company may reasonably require the Insured Claimant to submit to examination under oath by any authorized representative of the Company and to produce for examination, inspection, and copying, at such reasonable times and places as may be designated by the authorized representative of the Company, all records, in whatever medium maintained, including books, ledgers, checks, memoranda, correspondence, reports, e-mails, disks, tapes, and videos whether bearing a date before or after Date of Pol icy, that reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Insured Claimant shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect, and copy all of these records in the custody or control of a third party that reasonably pertain to the loss or damage. All information designated as confidential by the Insured Claimant provided to the Company pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Insured Claimant to submit for examination under oath produce any reasonably requested information, or grant permission to secure reasonably necessary information f rom third parties as required in this subsection, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this policy as to that claim. 7. OPTIONS TO PAY OR OTHERWISE SETTLE CLAIMS; TERMINATION OF LIABILITY In case of a claim under this policy, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Insurance. To pay or tender payment of the Amount of Insurance under this policy together with any costs, attorneys' fees, and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment or tender of payment and that the Company is obligated to pay. Upon the exercise by the Company of this option, all liability and obligations of the Company to the Insured under this policy, other than to make the payment required in the subsection, shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation. (b) To Pay or Otherwise Settle With Parties Other Than the Insured or With the Insured Claimant. 8. DETERMINATION AND EXTENT OF LIABILITY This policy is a contract of indemnity against actual monetary loss or damage sustained or incurred by the Insured Claimant who has suffered loss or damage by reason of matters insured against by this policy. (a) The extent of liability of the Company for loss or damage under this policy shall not exceed the lesser of To pay or otherwise settle with other parties for or in the name of an Insured Claimant any claim insured against under this policy. In addition, the Company will pay any costs, attorneys' fees, and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment and that the Company is obligated to pay; or (i) To pay or otherwise settle with the Insured Claimant the loss or damage provided for under this policy, together with any costs, attorneys' fees, and expensed incurred by the Insured Claimant that were authorized by the Company up to the time of payment and that the Company is obligated to pay. Upon the exercise by the Company of either of the options provided for in subsections (b)(i) or (ii), the Company's obligations to the Insured under this policy for the claimed loss or damage, other than the payments required to be made, shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation. (ii) the Amount of Insurance; or(i) the difference between the value of the Title as insured and the value of the Title subject to the risk insured against by this policy.(ii) 18 2340 County Road 100 - Colorado Extreme (b) If the Company pursues its rights under Section 5 of these Conditions and is unsuccessful in establishing the Title, as insured, (c) In addition to the extent of liability under (a) and (b), the Company will also pay those costs, attorneys' fees, and expenses incurred in accordance with Sections 5 and 7 of these Conditions. 9. LIMITATION OF LIABILITY (a) If the Company establishes the Title, or removes the alleged defect, lien, or encumbrance, or cures the lack of a right of access to or from the Land, or cures the claim of Unmarketable Title, all as insured, in a reasonably diligent manner by any method, including litigation and the completion of any appeals, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused to the Insured. (b) In the event of any litigation, including litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals, adverse to the Title, as insured. (c) The Company shall not be liable for loss or damage to the Insured for liability voluntarily assumed by the Insured in settling any claim or suit without the prior written consent of the Company. 10. REDUCTION OF INSURANCE; REDUCTION OR TERMINATION OF LIABILITY All payments under this policy, except payments made for costs, attorneys' fees, and expenses, shall reduce the Amount of Insurance by the amount of the payment. 11. LIABILITY NONCUMULATIVE The Amount of Insurance shall be reduced by any amount the Company pays under any policy insuring a Mortgage to which exception is taken in Schedule B or to which the Insured has agreed, assumed, or taken subject, or which is executed by an Insured after Date of Policy and which is a charge or lien on the Title, and the amount so paid shall be deemed a payment to the Insure d under this policy. 12. PAYMENT OF LOSS When liability and the extent of loss or damage have been definitely fixed in accordance with these Conditions, the payment shall be made within 30 days. 13. RIGHTS OF RECOVERY UPON PAYMENT OR SETTLEMENT (a) Whenever the Company shall have settled and paid a claim under this policy, it shall be subrogated and entitled to the rights of the Insured Claimant in the Title and all other rights and remedies in respect to the claim that the Insured Claimant has against any person or property, to the extent of the amount of any loss, costs, attorneys' fees, and expenses paid by the Company. If requested by the Company, the Insured Claimant shall execute documents to evidence the transfer to the Company of these rights and remedies. The Insured Claimant shall permit the Company to sue, compromise, or settle in the name of the Insured Claimant and to use the name of the Insured Claimant in any transaction or litigation involving these rights and remedies. If a payment on account of a claim does not fully cover the loss of the Insured Claimant, the Company shall defer the exercise of its right to recover until after the Insured Claimant shall have recovered its loss. (b) The Company's right of subrogation includes the rights of the Insured to indemnities, guaranties, other policies of insurance, or bonds, notwithstanding any terms or conditions contain ed in those instruments that address subrogation rights. 14. ARBITRATION Either the Company or the Insured may demand that the claim or controversy shall be submitted to arbitration pursuant to the Title Insurance Arbitration Rules of the American Land Title Association ("Rules"). Except as provided in the Rules, there shall be no joinder or consolidation with claims or controversies of other persons, Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Insured arising out of or relating to this policy, any service in connection with its issuance or the breach of a policy provision, or to any other controversy or claim arising out of the transaction giving rise to this policy. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured. All arbitrable matters when the Amount of Insurance is in excess of $2,000,000 shall be arbitrated only when agreed to by both the Company and the Insured. Arbitration pursuant to this policy and under the Rules shall be binding upon the parties. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court of competent jurisdiction. 15. LIABILITY LIMITED TO THIS POLICY; POLICY ENTIRE CONTRACT (a) This policy together with all endorsements, if any, attached to it by the Company is the entire policy and contract between the Insured and the Company. In interpreting any provision of this policy, this policy shall be construed as a whole. (b) Any claim or loss or damage that arises out of the status of the Title or by any action asserting such claim shall be restricted to this policy. (c) Any amendment of or endorsement to this policy must be in writing and authenticated by an authorized person, or expressly incorporated by Schedule A of this policy. (d) Each endorsement to this policy issued at any time is made a part of this policy and is subject to all of its terms and provisions. Except as the endorsement expressly states, it does not (i) modify any of the terms and provisions of the policy, (ii) modify any prior endorsement, (iii) extend the Date of Policy, or (iv) increase the Amount of Insurance. the Amount of Insurance shall be increased by 10%, and(i) the Insured Claimant shall have the right to have the loss or damage determined either as of the date the claim was made by the Insured Claimant or as of the date it is settled and paid. (ii) 2340 County Road 100 - Colorado Extreme 19 16. SEVERABILITY In the event any provision of this policy, in whole or in part, is held invalid or unenforceable under applicable law, the policy shall be deemed not to include that provision or such part held to be invalid, but all other provisions shall remain in full force and effect. 17. CHOICE OF LAW; FORUM (a) Choice of Law; The Insured acknowledges the Company has underwritten the risks covered by this policy and determined the premium charged therefor in reliance upon the law affecting interests in real property and applicable to the interpretation, rights, remedies, or enforcement of policies of title insurance of the jurisdiction where the Land is located. Therefore, the cou rt or an arbitrator shall apply the law of the jurisdiction where the Land is located to determine the validity of claims against the Title that are adverse to the Insured and to interpret and enforce the terms of this policy. In neither case shall the court or arbitrator apply its conflicts of law principles to determine the applicable law. (b) Choice of Forum; Any litigation or other proceeding bro ught by the Insured against the Company must be filed only in a state or federal court within the United States of America or its territories having appropriate jurisdiction. 18. NOTICES, WHERE SENT Any notice of claim and any other notice or statement in writing required to be given to the Company under this policy must be given to the Company at: 400 Second Avenue South, Minneapolis, Minnesota 55401 (612)371-1111. ANTI-FRAUD STATEMENT: Pursuant to CRS 10-1-128(6)(a), it is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of insurance and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado division of insurance within the department of regulatory agencies. This anti-fraud statement is affixed to and made a part of this policy. 20 2340 County Road 100 - Colorado Extreme Order Number: ABS64005038 Policy No.: OX64005038.22525863 Amount of Insurance: $2,600,000.00 Property Address: 2340 COUNTY ROAD 100, CARBONDALE, CO 81623 1. Policy Date: August 01, 2022 at 2:10:18 P.M. 2. Name of Insured: BLUE MIND, LLC, A COLORADO LIMITED LIABILITY COMPANY 3. The estate or interest in the Land described in this Schedule and which is covered by this policy is: A FEE SIMPLE 4. Title to the est ate or interest covered by this policy at the date is vested in: BLUE MIND, LLC, A COLORADO LIMITED LIABILITY COMPANY 5. The Land referred to in this Policy is described as follows: A PARCEL OF LAND SITUATED IN GOVERNMENT LOTS 17 AND 21, SECTION 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, A PORTION OF GOVERNMENT LOT 14, SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN, AND IN GOVERNMENT LOT 1, SECTION 1, TOWNSHIP 8 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 1, ALSO BEING THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1, AND BEING THE SOUTHEAST CORNER OF SAID LOT 21; THENCE S. 49 DEGREES 35' 00" W. A DISTANCE OF 1440. 63 FEET; THENCE N. 11 DEGREES 15' 19" E. A DISTANCE OF 1518.13 FEET; THENCE N. 32 DEGREES 24' 47" W. A DISTANCE OF 144.17 FEET; THENCE N. 65 DEGREES 19' 05" W. A DISTANCE OF 101.49 FEET; THENCE N. 10 DEGREES 13' 55" W. A DISTANCE OF 210.22 FEET, TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE, OF THE DENVER AND RIO GRANDE WESTERN RAILROAD; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY N. 81 DEGREES 22' 43" E, Old Republic National Title Insurance Company Schedule A 2340 County Road 100 - Colorado Extreme 21 A DISTANCE OF 1533.00 FEET TO A POINT ON THE EAST LINE OF SAID LOT 14; THENCE ALONG SAID EAST LINE S. 00 DEGREES 30' 00" E, A DISTANCE OF 431.39 FEET, TO THE SOUTHEAST CORNER OF SAID LOT 14; THENCE ALONG THE SOUTH LINE OF SAID LOT 14 S. 89 DEGREES 10' 00" W, A DISTANCE OF 512.04 FEET TO THE SOUTHWEST CORNER OF SAID LOT 14, ALSO BEING THE NORTHEAST CORNER OF SAID LOT 21, AND A POINT ON THE EAST LINE OF SAID SECTION 36; THENCE S. 00 DEGREES 00' 33" W, ALONG SAID EAST LINE, A DISTANCE OF 716.86 FEET TO THE POINT OF BEGINNING, COUNTY OF GARFIELD, STATE OF COLORADO. Copyright 2006-2022 American Land Title Association. All Rights Reserved The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under lice nse from the American Land Title Association. Old Republic National Title Insurance Company Schedule A 22 2340 County Road 100 - Colorado Extreme This policy does not insure against loss or damage by reason of the following: 1.Any facts, rights, interests, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 2.Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3.Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 4.Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5.(a) Unpatented mining claims; (b) reservations or exceptions in patents o r in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. ITEM NOS. 1 THROUGH 3 AND 5(A) AND (B) OF THE STANDARD EXCEPTIONS ARE HEREBY DELETED. ITEM NO. 4 OF THE STANDARD EXCEPTIONS IS DELETED AS TO ANY LIENS OR FUTURE LIENS RESULTING FROM WORK OR MATERIAL CONTRACTED FOR OR FURNISHED AT THE SPECIFIC, DIRECT REQUEST, AND WITH THE ACTUAL KNOWLEDGE OF NORDIC GARDENS LAND FUND, LLC, A COLORADO LIMITED LIABILITY COMPANY. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SHALL HAVE NO LIABILITY FOR ANY LIENS ARISING FROM WORK OR MATERIAL FURNISHED AT THE SPECIFIC, DIRECT REQUEST, AND WITH THE ACTUAL KNOWLEDGE OF BLUE MIND, LLC, A COLORADO LIMITED LIABILITY COMPANY. 6.TAXES AND ASSESSMENTS FOR THE YEAR 2022 AND SUBSEQUENT YEARS. 7.RIGHT OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM, SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES HEREBY GRANTED, AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT GIVEN TO ALUX CUAZ ON NOVEMBER 9, 1929. SAID INSTRUMENT STORED AS IMAGE 22761591. 8.RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 01, 1895, IN BOOK 12 AT PAGE 358. 9.RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 01, 1895, IN BOOK 12 AT PAGE 358. 10.DECREE RECORDED JUNE 5, 1937 IN BOOK 189 AT PAGE 156. 11.DECREE RECORDED JUNE 5, 1937 IN BOOK 189 AT PAGE 160. 12.RIGHT OF WAY EASEMENTS RECORDED MAY 4, 1970 IN BOOK 410 AT PAGE 34. 13.RIGHT OF WAY EASEMENTS RECORDED MAY 14, 1984 IN BOOK 649 AT PAGE 666. 14.TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT FOR EASEMENT RECORDED JUNE 06, 2002 IN BOOK 1361 AT PAGE 74. 15.HOLY CROSS ENERGY RIGHT-OF-WAY EASEMENT RECORDED OCTOBER 17, 2002 IN BOOK 1396 AT PAGE 504. Old Republic National Title Insurance Company (Schedule B) Order Number: ABS64005038 Policy No.: OX64005038.22525863 2340 County Road 100 - Colorado Extreme 23 16.UNDIVIDED ONE FOURTH INTEREST IN ALL OIL, GAS AND OTHER MINERALS TOGETHER WITH A RIGHT OF ENTRY AS RESERVED IN INSTRUMENT RECORDED NOVEMBER 24, 1988 IN BOOK 312 AT PAGE 390, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 17.TERMS, CONDITIONS AND PROVISIONS OF EXCEPTION NO. 13 IN INSTRUMENT RECORDED MARCH 3, 2003 IN BOOK 1442 AT PAGE 342. 18.EASEMENTS AND RIGHTS OF WAY AS CONTAINED IN INSTRUMENT RECORDED MARCH 3, 2003 IN BOOK 1442 AT PAGE 363, AND RERECORDED JUNE 15, 2005 IN BOOK 1697 AT PAGE 531. 19.TERMS, CONDITIONS AND PROVISIONS OF RIGHT OF WAY EASEMENT RECORDED MAY 03, 2004 IN BOOK 1584 AT PAGE 383. 20.TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN HOLY CROSS ENERGY RIGHT OF WAY EASEMENT RECORDED DECEMBER 30, 2015 UNDER RECEPTION NO. 871935. 21.TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF WATER ALLOTMENT CONTRACT RECORDED OCTOBER 01, 2021 UNDER RECEPTION NO. 964118. 22.TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN PRIVATE ROAD CROSSING LICENSE RECORDED NOVEMBER 12, 2021 UNDER RECEPTION NO. 966412. 23.MATTERS DISCLOSED ON IMPROVEMENT SURVEY PLAT PREPARED BY RODNEY P. KISER FOR AND BEHALF OF TRUE NORTH COLORADO, CERTIFIED MAY 07, 2021, REVISED JUNE 23, 2022, JOB NO. 2021-193 SAID DOCUMENT STORED AS OUR IMAGE 51222101 A: (INTENTIONALLY DELETED) B: FENCING IS NOT COINCIDENT WITH PROPERYT LINES. 24.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS AS SET FORTH IN RESOLUTION NO. 2022-17 OF THE BOARD OF COUNTY COMMISSIONERS FOR GARFIELD COUNTY RECORDED JUNE 16, 2022 AS RECEPTION NO. 975901. 25.ANY AND ALL WATER RIGHTS CONVEYED BY BARGAIN AND SALE DEED AND ASSIGNMENT RECORDED AUGUST 1, 2022 UNDER RECEPTION NO. 977715. 26.TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF WATER ALLOTMENT CONTRACT RECORDED AUGUST 01, 2022 UNDER RECEPTION NO. 977716. Old Republic National Title Insurance Company (Schedule B) Order Number: ABS64005038 Policy No.: OX64005038.22525863 24 2340 County Road 100 - Colorado Extreme NORTH 0 ORIGINAL SCALE: 75 150 300 1"=300' MAP KEY: PROJECT/PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY 200’ PROJECT/PROPERTY OFFSET 1 2 3 4 5 7 9 10 6 8 11 2340 County Road 100 - Colorado Extreme 25 Adjacent Property Owners + Mineral Rights (4-203.B.3) PARCELS #4 THRU #9 ARE ALL OWNED BY T2 CARBONDALE, LLC Adjacent Property Owners Map 26 2340 County Road 100 - Colorado Extreme Adjacent Property Owners List #1 Parcel: 239336321001 Owner: AVLT Coffman Ranch LLC Physical Address: 1837 County Road 100, Carbondale, CO 81623 Mailing Address: 320 Main Street, Suite 204, Carbondale, CO 81623 #2 Parcel: 239131321002 Owner: Coffman, Douglas A + Julia D Physical Address: not available Mailing Address: 77 Meadow Point, Carbondale, CO 81623 #3 Parcel: 239131300025 Owner: Smith, Eric Physical Address: 2575 County Road 100, Carbondale, CO 81623 Mailing Address: 2575 County Road 100, Carbondale, CO 81623 #4, Parcel: 239131300015 #5, Parcel: 239131302191 #6, Parcel: 246506202022 #7, Parcel: 246506202021 #8, Parcel: 246506202190 #9, Parcel: 246301100081 Owner: T2 Carbondale LLC Physical Address: not available Mailing Address: 4582 S. Ulster Street, Suite 1410, Denver, CO 80237 #10 Parcel: 239336400268 Owner: Hansen, HP + Gwendolyn Physical Address: not available Mailing Address: 100 Stagecoach Circle, Carbondale, CO 81623 #11 Parcel: 239336300016 Owner: Roaring Fork Transportation Authority Physical Address: Railroad R.O.W., Carbondale, CO 81623 Mailing Address: 1340 Main Street, Carbondale, CO 81623 Mineral Estate Owners The Albert Cerise Family Company c/o Leslie Cerise 1539 Highway 133 Carbondale, CO 81623 Lessees of Minerals of the Subject Property There are no current leases of the subject mineral rights CERTIFICATION OF MINERAL OWNER RESEARCH This form is to be completed and submitted with any application for a Land Use Change Permit. Mineral interests may be severed from surface right interests in real property. C.R.S. § 24-65.5-101, et seq, requires notification to mineral owners when a landowner applies for an application for development from a local government. As such, the landowner must research the current owners of mineral interests for the property. The Garfield County Land Use and Development Code of 2013 (“LUDC”) Section 4 -101(E)(1)(b)(4) requires written notice to owners of mineral interests in the subject property in accordance with C.R.S. § 24-65.5-101, et seq, “as such owners can be identified through the records in the office of the Clerk and Recorder or Assessor, or through other means.” This form is proof of applicant’s compliance with the Colorado Revised Statutes and the LUDC. The undersigned applicant certifies that mineral owners have been researched for the subject property as required pursuant to C.R.S. § 24-65.5-101, et seq, and Section 4-101 (E)(1)(b)(4) of the Garfield County Land Use and Development Code, as amended. As a result of that research, the undersigned applicant certifies the following (Please initial on the blank line next to the statement that accurately reflects the result of research): I own the entire mineral estate relative to the subject property; or Minerals are owned by the parties listed below The names and addresses of any and all mineral owners identified are provided below (attach additional pages as necessary): Name of Mineral Owner Mailing Address of Mineral Owner I acknowledge I reviewed C.R.S. § 24-65.5-101, et seq, and I am in compliance with said statue and the LUDC. _____________________________________________ _________________________________ Applicant’s Signature Date ND The Albert Cerise Family Company The Albert Cerise Family Company c/o Leslie Cerise 1539 Highway 133 Carbondale, CO 81623 August 1, 2023 2340 County Road 100 - Colorado Extreme 27 Certification of Mineral Owner Research 28 2340 County Road 100 - Colorado Extreme Payment Agreement Form (4-203.B.4) 8/8/23 RECREATION (OUTDOOR) Definition, per Garfield County Code: An area or facility that offers entertainment, recreation, or games of skill, where any portion of the activity takes place outside and may include lighted areas for use after dusk. 2340 County Road 100 - Colorado Extreme 29 Background The applicant, Blue Mind, LLC, is submitting an Update Application as a follow-up to the Approved 2022 Temporary Land Use Change Permit for the Colorado Extreme Youth Hockey Facility. This 2023 Update Application requests approval for improvements to two (2) specific site infrastructure systems and one (1) hockey related feature. These updates will directly improve facility access and circulation, visitor safety, water conveyance (for all Union Ditch members), and the level of service for program participants and visitors. If approved, the items within update will support Colorado Extreme’s Temporary Outdoor Youth Hockey Rink during the 2023-2024 winter seasons, as their organization continues to provide free hockey to approximately 600 children who live in Garfield County and the Roaring Fork Valley/Region. The proposed application elements will also allow Colorado Extreme to continue to meet the constraints of preliminary permit request, the site, and all applicable zoning, access/circulation, and nuisance requirements. Current Site Conditions The preliminary temporary hockey facility has been fully built out, to County code and standard requirements, as described in the previously approved 2022 application. Subsequently, the Colorado Extreme program experienced a very successful first year in operation at 2340 County Road 100. No outstanding code violations exist and no major concerns or use conflicts have been identified. The facility functioned smoothly throughout the winter season, when events, visitors, and programming were at their peak. During that time, the program and site management teams were able to identify specific areas of improvement that relate directly to safer and more efficient operations as program attendance continues to increase. Site utilities continue to include a commercial well, electric/power lines and a utility control panel. The only feature remaining on the site from the previous owners is a heated 672 square foot site office with a bathroom. This feature is not available for Colorado Extreme participants, only for operations staff. Previously existing shade structures, storage sheds and other features have all been removed due to their poor condition and associated safety concerns. The existing site operates as three distinct zones: 1. Colorado Extreme Temporary Program Area (Zone 1/2.43 acres): This is the area identified under the previous 2022 application, which lies in the northwestern zone of the property. Within this area hockey instruction, games, and program events are held from 4:30-8:30 in the evening. Parking, restroom facilities and all necessary site infrastructure for the temporary facility have also been located within Zone 1. 2. Private Operations and Storage Area (Zone 2/2.3 acres): This area includes the remainder of the developable (flat) area within the lower area of the parcel. The existing modular office/work trailer is the only item that remains from previous development/ownership. The office is used for job site operations and storage. Larger outdoor storage areas occupy the remaining areas within Zone 2. This storage area remains well organized, easily accessible, and off-limits to the public and Colorado Extreme visitors/ participants. 3. Hillside Area (Zone 3/29.94 acres): This area includes the steep, natural hillside on the southern portion of the site. It remains outside of any programmatic or private use, in its natural state. Project Description (4-203.B.5) 30 2340 County Road 100 - Colorado Extreme Proposed Conditions The current Temporary Colorado Extreme Facility is anticipated to be used for the next two winter seasons (2023/2024-2024/2025). During that time, a permanent facility will be planned and designed in accordance with County codes and standards, and Ownership’s budgetary, programmatic, and spatial constraints. This application request seeks approval for three (3) site upgrades. Two of these upgrades focus on operations and safety improvements to the existing site facility and the third will provide an additional hockey-related feature for program participants who are new to the sport. A general overview of each specific site update is included below, with specific site layouts located in the application drawing set: 1. Site entry/shared driveway (Update 1): This set of improvements provides safety, accessibility, and functionality improvements for Colorado Extreme visitors, drivers on Catherine Store/CR 100, RFTA multi-modal users, and residents of the neighboring rural property (2330 CR 100, parcel #239336400268) to the west. The shared driveway/entry improvements are based on data and recommendations made in response to updated traffic analysis (Fox Tuttle, Section 4-203.L of this application) and the increased quantity of program attendees. Improvements to this area include: • New deceleration and acceleration lanes will support a safer entry/exit process from the site and help create safer traffic conditions along Catherine Store. • Driveway widening and paving of the existing gravel drive will result in a condition that adds 2’ of lane width in both directions, while replacing the existing gravel with a concrete paving section for improved seasonal traction, pavement markings, drainage, and reliability. • Realigning the Rio Grande multi-modal trail will result in safer conditions for trail users by creating a chicane/curve to the south. This update approach, developed in conjunction with RFTA, will bring the driveway-trail intersection closer to the Colorado Extreme northern parcel boundary and further from Catherine Store Road. The realigned intersection will also include a raised crossing to promote safety and visibility for trail users. The crossing will keep trail users at a consistent grade while requiring vehicles to reduce speed to safely engage the raised crossing section. • By realigning the Rio Grande, increased stopping and traffic queues will result between the Rio Grande trail and CR 100/Catherine Store Road. The current alignment allows for only one small car to fit, but the proposed update will allow four (4) full-size vehicles to queue between CR 100 and trail. Additionally, the chicane will provide improved visibility and stopping distances for both vehicles and trail users. • Improved signage and wayfinding will also be included throughout the update area. The new signage package will be based around MUTCD and RFTA standards but will also include additional signage/information to ensure that both trail users and vehicles entering/leaving the facility will be prepared for the crossing well in advance of the new chicane and intersection. 2. Union Ditch Piping (Update 2): This update will relocate and pipe the existing open section of the Union Ditch that runs through the center of the Colorado Extreme Facility. Due to the number of young children and families that make up the Colorado Extreme facility, ownership is uncomfortable with an open ditch condition. Examples of unfortunate irrigation ditch casualties are well documented throughout the Roaring Fork. By piping the Union Ditch, it simultaneously removes all safety concerns while also creating a more efficient delivery system to downstream Union Ditch members, and AVLT/Coffman Ranch due to the diversion structure included in the plans. 2340 County Road 100 - Colorado Extreme 31 3. Hockey Skills Pad (Update 3): This update will provide an additional small area of natural ice on the southernmost area of developable/flat area within the site. As an area previously used for storage/operations, this Update will result in a slightly larger footprint for hockey operations and reduced footprint for private/ ownership use. The skills pad will measure approximately 115’ x 55’. Making use of the natural hillside shade in this area of the site, the pad feature will not require additional chiller support. Four (4) overhead lights will be used to illuminate the area and they will be faced towards the hillside to avoid sending any glare across the valley to the north. 22 additional parking spaces will be provided near the skills pad area to support increased user volume. Temporary Programming The site will continue to be used primarily for youth hockey lessons and practice during the evening hours of October-March. Four practice groups/teams are anticipated to use ice time from 4:30pm-8:30pm, Monday through Saturday. Each group/team will have the ice for one hour. A maximum of 125 program participants is anticipated for daily attendance. The proposed skills pad will be used to provide space for the Colorado Extreme “Learn to Skate” and “Learn to Play” entry level programs for 3–6 year-olds. Summer programming will be greatly reduced. Current program offerings explored during the 2022 summer season include fitness and skills training clinics, which run from mid-June to mid-August. A maximum of 20 children/ participants are expected, Monday through Friday (9am-noon). To further support the idea of fitness training and community connection, Colorado Extreme has initiated a series of promotions to support carpooling between families in the winter months and bike to site for summer clinics. The staff of coaches and operations personnel will also continue to be on site, Monday through Saturday. No subleases or subtenant situations will be allowed. As relatively new owners of the 2340 CR 100 property, Colorado Extreme is proud to call Garfield County home. During this first year of ownership, program leadership and staff continue to extend every courtesy to project stakeholders and neighbors. Colorado Extreme’s goal is to build a community amenity that deepens connections for both families and the greater community of our region. Based on our team’s revised estimates, this temporary phase may require a minor extension to include the upcoming and following seasons. Although minimal in nature, this temporary use proposal will allow free hockey instruction and practice to continue for the approximately 600 participants of the local program. Additional Notes (Conditions of Approval) All site design and engineering documents that are included in this package meet County standards. However, the following permits are currently in process and are anticipated to be completed/constructed after the approval of this application as conditions of approval: • RFTA driveway + access license updates • Union Ditch ownership notarized approvals 32 2340 County Road 100 - Colorado Extreme SUMMER PROGRAMMING IN PLACE OF DECONSTRUCTED LARGE RINK SPECIFIC APPLICATION MATERIALS 2340 County Road 100 - Colorado Extreme 33 Garfield County, CO2340 CR 100: Vicinity Map Developed by Account Number R009788 Par cel Number 239336400267 Acr es 35 Land SqFt 0 Tax Ar ea 011 2019 Mill L evy 79.7760 Physical Address 2340 100 COUNTY RD C ARBONDAL E 81623 Owner Addr ess NORDIC GARDENS LAND FUND, LLC 2340 C OUNTY ROAD 100 C ARBONDAL E C O 81623 2019 T otal Actual Value $828,500 L ast 2 Sales Date Pr ice 10/18/2019 $0 11/30/2015 $0 Date created: 1/11/2022 Last Data Uploaded: 1/11/2022 2:07:12 AM 3,787 ft Overview Legend Par cels Par cel/Account Number s Highways Limited Access Highwa y Major Roa d Local Road Minor Roa d Other Roa d Ramp Ferry P edestria n Wa y Owner Name Lakes & River s County Boundar y Line Garfield County, CO2340 CR 100: Vicinity Ma p Developed by Account Number R009788 Par cel Number 239336400267 Acres 35 Land SqFt 0 T ax Ar ea 011 2019 Mill Levy 79.7760 Physical Addr ess 2340 100 C OUNTY RD C ARBO NDALE 81623 Ow ner Addr ess NORDIC GARDENS L AND FUND, L L C 2340 C OUNTY ROAD 100 C ARBO NDALE C O 81623 2019 Total Actual Value $828,500 Last 2 Sales Date Pr ice 10/18/2019 $0 11/30/2015 $0 Date crea ted: 1/11/2022 Last Data Uploaded: 1/11/2022 2:07:12 AM 3,787 ft Overvi ewLegendParcels Par cel/Account Numbers Highways Limited Access Hig hway Ma jor Roa d L oca l Roa d Minor Road Other Road Ra mp Ferry Pedestria n Way Ow ner Name Lakes & River s County Boundar y Line Garfield County, CO2340 CR 100: Vicinity Map Developed by Account Number R009788 Parcel Number 239336400267 Acres 35 Land SqFt 0 Tax Area 011 2019 Mill Levy 79.7760 Physical Addr ess 2340 100 C OUNTY RD CARBONDAL E 81623 Owner Addr ess NO RDIC GARDENS LAND FUND, LLC 2340 C OUNTY RO AD 100 CARBONDAL E C O 81623 2019 T otal Actual Value $828,500 Last 2 Sales Date Price 10/18/2019 $0 11/30/2015 $0 Date created: 1/11/2022 Last Data Uploaded: 1/11/2022 2:07:12 AM 3,787 ft Overview Legend Par cels Par cel/Account Number s Highw a ys L imited Access Highwa y Major Roa d Local Road Minor Roa d O ther Roa d Ramp Ferry Pedestria n Wa y Owner Name L akes & Rivers County Boundar y Line 2340 CR 1003 mile radius DOWNTOWN CARBONDALE 34 2340 County Road 100 - Colorado Extreme Vicinity Map (4-203.C) 2340 County Road 100 - Colorado Extreme 35 Site Plan (4-203.D) A Site Plan which meets Garfield County Standards has been developed for this application. Please see Project Drawings Exhibit Grading + Drainage Plan (4-203.E) A Grading and Drainage Plan which meets Garfield County Standards has been developed for this application. Please see Project Drawings Exhibit Landscaping Plan (4-203.F) A Landscape Plan waiver has been requested for this application, due to the temporary nature of the proposed use. Impact Analysis (4-203.G) 1. Adjacent Land Use: According to Garfield County GIS data (see attached map on the following page), adjacent land uses within a 1500’ radius include a combination of rural/ agricultural properties and residential planned unit developments (PUDs). 2. Site Features: Notable site features within the 1500’ radius include: • The Roaring Fork River is located approximately 1085’ northeast from the nearest corner of proposed temporary hockey facility area. • The topography throughout the proposed temporary hockey facility area does not exceed 4%. Much of the area is between 2-3%, which is considered “flat” for standard development activities. The adjacent hillside to the south of the proposed facility contains slopes in excess of 45%. See accompanying Site Survey Exhibit. • Vegetative cover in the area is comprised of irrigated agriculture (cropland and pasture) lands to the north and Pinyon-Juniper plant communities (shrub and brush rangeland) throughout the hillside to the south. 3. Soil Characteristics: Soil types within the proposed area include Yamo loam (majority of area), and Atencio-Azeltine o complex (minor area in extents of site). See attached soils map). The Atencio-Azeltine soils are well-draining soils and classified with Medium Runoff characteristics. The USDA farmland classification notes this soil type as Not Prime Farmland due to its sandy/gravelly composition. The soil composition is well-suited for the proposed use due to its drainage characteristics and lack of value to for agricultural production due to its composition. Garfield County, CO Developed by Date created: 1/14/2022 Last Data Uploaded: 1/14/2022 11:38:07 AM 1,717 ft Overview Legend Par cels Roads Par cel/Account Numbers Highways Limited Access Highway Major Road Local Road Minor Road Other Road Ramp Ferry Pedestrian Way Owner Name County Zoning <all other values> CG - Commercial/General CITY - Incorporated City or Town CL - Commercial/Limited I - Industrial PA - Public Airport PL - Public Lands PUD - Planned Unit Development R - Rural RL - Resource Lands RMHP - Residential/Mobile Home Park RS - Residential/Suburban RU - Residential/Urban Lakes & River s County Boundar y Line 36 2340 County Road 100 - Colorado Extreme Adjacent Land Use Map Soil Map—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/14/2022 Page 1 of 3 43 6 2 5 0 0 43 6 2 7 0 0 43 6 2 9 0 0 43 6 3 1 0 0 43 6 3 3 0 0 43 6 3 5 0 0 43 6 3 7 0 0 43 6 2 5 0 0 43 6 2 7 0 0 43 6 2 9 0 0 43 6 3 1 0 0 43 6 3 3 0 0 43 6 3 5 0 0 4363700312400312600312800313000313200313400313600313800314000314200314400 312400312600312800 313000 313200 313400 313600 313800 314000 314200 314400 39° 24' 12'' N107° 10' 44'' W 39° 24' 12'' N107° 9' 15'' W 39° 23' 27'' N 10 7 ° 1 0 ' 4 4 ' ' W 39° 23' 27'' N 10 7 ° 9 ' 1 5 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0450 900 1800 2700 Feet 0 100 200400 600 Meters Map Scale: 1:9,780 if printed on A landscape (11" x 8.5") sheet. SSooiill MMaapp mmaayy nnoott bbee vvaalliidd aatt tthhiiss ssccaallee.. Soil Map—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/14/2022 Page 1 of 3 43 6 2 5 0 0 43 6 2 7 0 0 43 6 2 9 0 0 43 6 3 1 0 0 43 6 3 3 0 0 43635004363700 43 6 2 5 0 0 43 6 2 7 0 0 43 6 2 9 0 0 43 6 3 1 0 0 43 6 3 3 0 0 43635004363700312400312600312800313000313200313400313600313800314000314200314400 312400 312600 312800 313000 313200 313400 313600 313800 314000 314200 314400 39° 24' 12'' N 107° 10' 44'' W 39° 24' 12'' N107° 9' 15'' W 39° 23' 27'' N 10 7 ° 1 0 ' 4 4 ' ' W 39° 23' 27'' N 10 7 ° 9 ' 1 5 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 450 900 1800 2700 Feet 0 100 200 400 600Meters Map Scale: 1:9,780 if printed on A landscape (11" x 8.5") sheet. SSooiill MMaapp mmaayy nnoott bbee vvaalliidd aatt tthhiiss ssccaallee.. 2340 County Road 100 - Colorado Extreme 37 Soils Map Approximate area of proposed youth hockey facility infrastructure improvements Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 13 Atencio-Azeltine complex, 3 to 6 percent slopes 114.5 26.5% 35 Empedrado loam, 6 to 12 percent slopes 44.7 10.4% 42 Fluvaquents, 0 to 10 percent slopes 40.4 9.4% 44 Forelle-Brownsto complex, 12 to 25 percent slopes 9.7 2.2% 54 Grotte gravelly loam, 25 to 65 percent slopes 97.0 22.5% 55 Gypsum land-Gypsiorthids complex, 12 to 65 percent slopes 57.0 13.2% 92 Redrob loam, 1 to 6 percent slopes 14.1 3.3% 106 Tridell-Brownsto stony sandy loams, 12 to 50 percent slopes, extremely stony 16.5 3.8% 116 Yamo loam, 12 to 25 percent slopes 31.4 7.3% 120 Water 6.4 1.5% Totals for Area of Interest 431.7 100.0% Soil Map—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/14/2022 Page 3 of 3 MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Survey Area Data: Version 12, Sep 2, 2021 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 14, 2010—Nov 1, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/14/2022 Page 2 of 3 38 2340 County Road 100 - Colorado Extreme Garfield County Comprehensive Plan - Future Land Use Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA, Garfield County GIS Slope-Related Hazard MAJOR MODERATE Geologic Hazards Study Area Streams and Ditches unspecified type DITCH INTERMITTENT PERENNIAL Rivers and Lakes Parcels Other Roads And Trails BLM Administrative Driveway Inaccessible County Road Other Roads Private Road, Trail Trail, 4WD ATV Trail, All Vehicles Trail, Bicycle Trail, Horse Foot Roads 1:9,028 Divided Highway US Highway CO Highway Frontage Road County Road Local Street City Street Garfield County 1/14/2022, 12:29:23 PM 0 0.04 0.080.02 mi 0 0.07 0.130.03 km 1:2,257 printed from web app Copyright Garfield County 2020 2340 County Road 100 - Colorado Extreme 39 4. Geology and Hazard Steep, densely vegetated slopes identified as major slope hazards are located to the south, outside of the proposed area. The hillside does not pose any hazardous impacts as no development activities or uses are proposed. See Sections 7-108, 7-206, 7-207 later in this package for additional information. Slope Related Hazards Map 5. Groundwater and Aquifer Recharge Areas The proposed site is outside of the Roaring Fork Floodplain. Soils are characterized as well draining, with water quality-swales included in the site plan to accommodate any sedimentation resulting from extreme precipitation and/or runoff events. No sewage effluents are anticipated within this temporary phase, as all rest room units will be self-contained. approximate area of proposed temporary youth hockey facility infrastructure improvements 40 2340 County Road 100 - Colorado Extreme Environmental Impacts Map approximate area of proposed temporary youth hockey facility insfrastructure improvements 6. Environmental Impacts The proposed updates to the temporary youth hockey facility is completely located within previously disturbed areas in the developable (flat) area of the parcel, which occupies the northern 4.5 acres of the site, and will not negatively impact native vegetation. The Garfield County GIS identifies the site as part of the Ranch at Roaring Fork Conservation Area, Moderate Significance. The proposed temporary use is outside of the Visual Corridor area. This application proposes three site updates that avoid impacts to wildlife migration routes. The proposed site does not include any known critical wildlife habitats. 7. Nuisance The proposed temporary youth hockey facility will not result in any negative impacts to adjacent lots. The recreation use will not generate any vapor, dust, smoke, glare or vibration, or other emanations. All site lighting will adhere to County Development Standards to avoid glare and spill outside of the parcel. See Section 7-304 of this package for further information. Any onsite noise generation from daily youth classes (see Hours of Operation, below) and vehicular movement will be buffered by the layered vegetation and earthen berming along CR 100, both in the RFTA ROW and onsite. Noise shall not exceed State noise standards pursuant to C.R.S, Article 12, Title 25. 2340 County Road 100 - Colorado Extreme 41 8. Hours of Operation Hours of operation for the proposed temporary hockey facility will occur between 9am-7pm, Monday through Saturday. Typical weekly scheduling for the two (2) rinks is anticipated to include: LARGE RINK (Oct. 1-Apr. 1) + SAMLL RINK (Dec. 1-Feb. 28, natural ice dependant) Monday - Saturday • 9am-3pm - site maintenance and operational needs • 3pm-4:30pm - coaching and staff preparations for daily team/skate sessions • 4:30pm-5:30pm - daily session #1 (4-6 year olds) 50 kids • 5:30pm-6:30pm - daily session #2 (7-8 year olds) 40 kids • 6:30pm-7:30pm - daily session #3 (8-10 year olds) 30 kids • 7:30pm-8:30pm - daily session #4 (11-12 year olds) 25 kids Rezoning Justification Report (4-203.H) This section is not applicable to this application Statement of Appeal (4-203.I) This section is not applicable to this application Development Agreement (4-203.J) A Development Agreement waiver has been requested for this application Improvements Agreement (4-203.K) An Improvements Agreement waiver has been requested for this application Civil Engineering Report Colorado Extreme Hockey Rink 2340 Cr 100 Carbondale, Colorado 81623 1. Existing Conditions The existing parcel under evaluation for this engineering report is located at 2340 County Road 100, also known as Catherine Store Road, outside of Carbondale, Colorado. The Garfield County Parcel ID is 239336400267 with a legal description of “Section: 36 Township: 7 Range: 88 A PARCEL OF LAND IN GOVERNMENT LOTS 17 AND 21, A PORTION OF GOVERNMENT LOT 14, SEC. 31, TWN 7, RNG 87, AND IN GOVENMENT LOT 1, SEC. 1, TWN 8, RNG 88. 35.02 ACRES”. The parcel is 34.67 acres in size, with only 4.90 acres being developable due to steep hillside conditions within the southern portion of the property. The site was historically used as a contractor’s yard prior to Colorado Extreme ownership. Since 2022 a portion of the developable site has been utilized as a youth hockey facility with primary operation during the winter of ’22-’23. The existing access to the site is located off County Road 100 (CR 100), which serves as a shared access for the neighboring property located to the west. A twenty-foot egress through the RFTA Rio Grande Railroad Corridor is located approximately 35 feet to the south of the county road edge of pavement, allowing for passage through this corridor and onto the site. Developed areas exist only on the north portion of the property, north of the toe of slope of the steep hillside to the south. An existing access easement exists on site between the entry to the property and to the west for legal access to the neighboring property. Gravel drives surround the developed area for circulation and parking, as well as the access for the neighbor to the west. Several small structures have been removed from the interior of the site, leaving only a mobile office in the center of the site for use by the property owner. The Union irrigation ditch runs from the east to the west through the site, as does an irrigation ditch lateral which diverts flows to the north side of CR100. Existing overhead electric lines run within an easement through the lot as well. A temporary hockey facility has been fully built out, as described in the previously approved 2022 land-use application. Currently on site as a part of this development are an outdoor hockey rink and associated ice chillers, a looped gravel access drive around the rink with 42 attached parking stalls (including 2 ADA accessible stalls), light poles and electric yard boxes, and multiple temporary use buildings to support program operations. 2. Proposed Conditions This limited impact review application is requesting the use of the site as “Recreation, Outdoor”. This type of use is noted within the standard county use Table 3-403 (Article 3 of the land use code), under the commercial use category recreation and entertainment. The specific programming of the site will be two temporary ice hockey rinks with associated parking. There are three primary updates currently being proposed on this site. 42 2340 County Road 100 - Colorado Extreme Engineering Report Update 1 – Site Entry/ Shared Driveway: The main entrance to the site has been redesigned to provide safety, accessibility and functionality improvements for Colorado Extreme visitors, drivers on Catherine Store Road (CR100), RFTA multimodal users and residents of the neighboring rural property to the west. These updates are based on data and recommendations from Fox Tuttle made in response to an updated traffic analysis based on the increased quantity of program attendees. These updates include the addition of acceleration and deceleration lanes along CR100, the straightening and widening of the main entrance driveway, and the relocation/ realignment of a portion of the existing Rio Grande trail between the site and CR100. Update 2 – Union Ditch Rerouting: The existing open-channel Union Irrigation Ditch that flows through the center of the Colorado Extreme site was determined to be a hazard to program attendees due to the high flow rates and lack of existing safety measures surrounding the ditch. The ditch has been redesigned to enter a pipe at the east end of the site, and to bypass the central area of the site underground, along the toe of the slope at the south end of the developable portion of the site. The piped condition reduces on-site infiltration and evaporation which results in a lower volume of water loss across the site. A diversion structure was designed to provide flow to the lateral ditch which serves the property to the north of CR100. This lateral was also redesigned to be piped for a majority of its length, which provides added safety and reduced water loss. A Parshall Flume was included along this lateral to properly quantify the diversion of water away from the Union Ditch. Update 3 – Site Improvements: The eastern portion of the property will be minimally improved with new gravel paving and 21 new parking stalls, as well as a small skills- learning hockey rink. This rink will be shaded by the hillside and will therefore only utilize natural ice, with no chillers proposed. The western portion of the property will maintain the existing hockey rink, gravel loop drive and parking as previously developed, with the addition of 9 new parking stalls and the addition of one ADA accessible parking stall. All access roads and driveways shall conform to Garfield County requirements by paving the entry, increasing the width in certain areas, providing adequate shoulders, parking, and grading, as well as navigation and turnaround of emergency vehicles. The existing well onsite is currently permitted through the Colorado Division of Water Resources as a commercial well. Proposed wastewater improvements for this project include temporary portable toilets, that will be self-contained and cleaned/maintained regularly. Existing electric services on-site are adequate to serve the increased usage of the site. 3. Access, Roads and Parking The site will retain the existing access point along eastbound CR100. CR100 will be widened on the south side of the road and on either side of the main entrance, by the addition of a deceleration lane and an acceleration lane, which improve safety and access at the site entrance. The improved access driveway being proposed will connect CR100 and the Colorado Extreme property, located primarily within RFTA-owned right of way. The drive will be paved and increased to 24’ wide with 2’ concrete paved shoulders on both 2340 County Road 100 - Colorado Extreme 43 sides. This access driveway will extend 10’ into the Colorado Extreme Property. The driveway includes a raised tabletop traffic calming feature at the intersection with the realigned Rio Grande Trail. Curves were added to the paved trail and the portion crossing the driveway was shifted south towards the Colorado Extreme property line. This adds critical stacking distance between CR100 and the trail crossing, which improves safety for trail users. The traffic-calming speed table allows trail users to cross the driveway without changing elevation and requires motor vehicles on the road to slow down and stop for trail users. From the end of the concrete pavement, the improved entrance drive will connect to the existing shared gravel drive on site that connects the access point to the property to the west. This gravel drive is being maintained at a 16’ width with 2’ shoulders. The previous development resulted in a 24-foot-wide gravel drive which loops around the existing hockey rink on the north side connecting to the existing gravel drive on both sides. 43 parking stalls (including 2 ADA accessible stalls) are currently existing on-site along the looped 24-foot- wide portion of the drive, as is a pull-off/drop-off zone on the west side of the rink. The location of this pull-off will prevent cars from queueing up in the main entrance. 30 new parking stalls are proposed to be added to the site to account for the increased traffic and the new programming possible at the skills rink. Two of the existing parking stalls on the west end of the site were converted to an ADA accessible stall and access aisle. This results in a total parking count of 71. Average total users per day is 150. The proposed use of this site is not listed in table 7- 302A, “Minimum Off-Street Parking Standards By Use”, so the total number of parking spots was determined by the approximate average total users at a given time. Users will be split across 4 separate scheduled sessions, with the largest session including 50 people. With 71 total parking stalls on site, there is adequate space for all intended users, with added overflow capacity. The loop portion of the existing drive is designed for one-way traffic around the hockey rink in a clockwise direction. The existing gravel drive through the site will be maintained as a two-way road. A “do not enter” sign is currently installed to control traffic to the correct route. The looped drive also provides access for firefighting apparatus to reach all points on the west half of the developed site. A clear area was delineated on the plans at the east end of the site to provide adequate turning space for a firefighting apparatus. This allows a fire truck to access and serve all portions of the developed site. The turning radii of the roadways allow for adequate turning clearance for a 45’ fire truck. Exhibits showing the fire truck turning movements, and an exhibit showing a large tractor trailer navigating to the neighboring property to the west is included in the civil plan set. Signage and Striping plans are provided by Fox Tuttle and are included in the full plan set. Sight triangles have been provided on the civil plans showing the required clear area free from vegetation required to provide adequate lines of sight when leaving the site. Snow storage area equal to at least 2.5% of the drive area has been provided on the west side of the site just north of the parking stalls in the same location as the proposed grass swale, and at the far east end of the site, east of the proposed parking stalls. 44 2340 County Road 100 - Colorado Extreme 4. Grading and Drainage For this Land Use Application, the proposed grading on the site has been minimized to reduce site disturbance and impacts. The site generally slopes from the southeast to the northwest. Grades do not exceed eight percent in usable areas of proposed disturbance, except for the side slopes of drainage pathways where a 3:1 maximum side slope was utilized, or where the site grading ties into existing grades, in which case existing slopes were matched. The average grade is 5.6%. Total earthwork on site results in a net fill of 3,791 cubic yards. It is anticipated that all fill material can be obtained from existing on-site stockpiles. Existing drainage paths from the large hillside above the project limits are to remain. No offsite drainage will be required for the project, as existing irrigation ditches and other drainage patterns convey runoff away from project limits. No onsite detention is provided. All rainfall that lands on the ice rinks will stay on the ice rinks, and no new impervious areas are provided within the proposed development, other than the improved access driveway so overall runoff patterns will not be affected. An existing grass-lined swale was constructed along the north edge of the proposed parking stalls on the west side of the site, and captures runoff from the proposed development, provides infiltration and water quality treatment before allowing excess runoff to spill over, and sheet flow offsite to the north in existing drainage patterns. This grass swale will not provide detention but will act as water quality treatment onsite and will offset any negative effects of the proposed improvements. Runoff from the proposed paved main entrance will flow into landscaped areas via sheet flow which will provide passive treatment to the runoff prior to entering the roadside drainageway along CR100. Because the lateral ditch to the property north of CR 100 was realigned and piped, a small area east of the proposed entrance driveway cannot drain as it did historically to the irrigation ditch. The resultant low point cannot drain to the west and would need a culvert crossing CR 100 in order to drain. The contributing drainage area to this low point is very small and should not cause adverse conditions. 5. Utilities a. Water Domestic water for the site is located at a well just west of the entrance to the site. There is also an existing water shutoff valve and an existing spigot in this location. The main water use on the proposed site will be for the Zamboni to fill with water to resurface the ice rink. This will be accomplished using the existing spigot. The existing office trailer on the eastern portion of the site has a water treatment system underneath its sink providing potable water. Well pump tests were performed and documented by LRE Water in a memorandum dated September 17, 2021. The pump test reported a long-term yield from the pump to be at least 15 gallons per minute. It is estimated that the peak demand from the well is approximately 10 gallons per minute. Therefore, the pump and well have capacity for the anticipated use of the site. No water improvements are proposed for this project. b. Wastewater 4 Portable toilets are provided to manage wastewater on site and will require no water or sewer utility connections. 2 of the toilets will be ADA accessible. It is assumed 1 2340 County Road 100 - Colorado Extreme 45 portable toilet is sufficient for 50 people per day for a week, so 4 portable toilets are more than adequate to serve the approximately 150 people per day that are expected. 3 portable toilets will be located in close proximity to the main hockey rink, and one toilet will be located adjacent to the skills rink. Toilets will be cleaned and maintained regularly. c. Electric An existing overhead electric line exists on site from east to west close to the toe of the existing slope. An overhead electric line spurs off to another standalone power pole on site, near the existing office building. An existing utility control panel is located just west of the main entrance near the existing water utilities. A looped electric service with two transformers was constructed during the previous updates and is currently in place and sized to serve the entire site. Electric service lines currently extend to the ice rink chillers at the west end of the property and to multiple yard boxes near the center of the site where they can be used as outlets for miscellaneous uses. d. Gas No gas service is provided to the structures within the development. e. Communications All communications services currently in place shall be utilized to service the main office. Pedestals are located near the northeast property corner, close to CR 100. f. Telephone All telephone services currently in place shall be utilized to service the main office. Pedestals are located near the northeast property corner, close to CR 100. 6. Plans A civil plan set has been included in this submittal. The sheets included in the set are: a. C0.0 – Cover Sheet, including contact information. b. C0.1 – General Notes, Legend, and Abbreviations c. C0.2 – Demolition Plan d. C1.0 – Overall Site Plan, showing full site, as well as limits of disturbance with delineated boundaries. e. C1.1 – Detailed Site Plan, showing locations and dimensions of site features. f. C1.2 – Detailed Grading and Drainage Plan, showing detailed elevations and slopes for features on the west half of the site. g. C1.3 – Detailed Grading and Drainage Plan, showing detailed elevations and slopes for features on the east half of the site. h. C1.4 – Entrance Driveway Plan and Profile i. C1.5 – Union Ditch Plan and Profile j. C1.6 – Union Ditch Plan and Profile k. C1.7 – Ackerman/Coffman Ditch Plan and Profile l. CD1.0 – Grading & Drainage Details m. CD1.1 – Grading & Drainage Details n. CD1.2 – Grading & Drainage Details o. CD1.3 – Site Details p. CE1.0 – Erosion Control Plan 46 2340 County Road 100 - Colorado Extreme q. CE1.1 – SWMP Notes, outlining the storm water management plan r. CE1.2 – Erosion Control Details s. C4.0 – Vehicle Turning Simulation, showing fire truck turning movements t. C4.1 – Vehicle Turning Simulation, showing tractor trailer turning movements u. C4.2 – Vehicle Turning Simulation, showing fire truck turning movements v. C6.0 – Site Easements w. 1 – Signing and Striping Tabulations x. 2 – Signing and Striping Plan y. 3 – Signing and Striping Plan z. 4 – Striping Details aa. 5 – Striping Details If there are any questions or concerns regarding this report or items discussed within, feel free to reach out to the contact information below. J.R. Spung, P.E. JVA, Inc. jspung@jvajva.com (970) 404-3085 2340 County Road 100 - Colorado Extreme 47 48 2340 County Road 100 - Colorado Extreme 1580 Logan Street | 6th Floor | Denver, CO 80203 PHONE: 303.652.3571 | WWW.FOXTUTTLE.COM MEMORANDUM To: Garfield County Planning and Engineering From: Cassie Slade, PE, PTOE Date: July 19, 2023 Project: Colorado Extreme Youth Hockey Facility, Carbondale, CO Subject: Basic Traffic Analysis for Second Temporary Outdoor Ice Rink The Fox Tuttle Transportation Group has completed a transportation analysis for the proposed second temporary ice rink on the Colorado Extreme facility located in Carbondale, Garfield County, Colorado. Colorado Extreme provides a free youth hockey program and to continue the program, it is proposed that a permanent facility be constructed in the future for the athletes to practice hockey. The first phase was completed in Year 2022 with one (1) outdoor ice rink. The current phase is to include a smaller outdoor ice rink, which is the focus of this traffic analysis. These ice rinks are temporary and will be fully replaced with the ultimate design of the indoor facility. The project site is located on at 2340 County Road (CR) 100. A vicinity map is shown on Figure 1. This traffic memorandum summarizes the existing roadway conditions and anticipated trip generation for the first phase of this project. Figure 1. Vicinity Map 1580 Logan Street | 6th Floor | Denver, CO 80203 PHONE: 303.652.3571 | WWW.FOXTUTTLE.COM MEMORANDUM To: Garfield County Planning and Engineering From: Cassie Slade, PE, PTOE Date: July 19, 2023 Project: Colorado Extreme Youth Hockey Facility, Carbondale, CO Subject: Basic Traffic Analysis for Second Temporary Outdoor Ice Rink The Fox Tuttle Transportation Group has completed a transportation analysis for the proposed second temporary ice rink on the Colorado Extreme facility located in Carbondale, Garfield County, Colorado. Colorado Extreme provides a free youth hockey program and to continue the program, it is proposed that a permanent facility be constructed in the future for the athletes to practice hockey. The first phase was completed in Year 2022 with one (1) outdoor ice rink. The current phase is to include a smaller outdoor ice rink, which is the focus of this traffic analysis. These ice rinks are temporary and will be fully replaced with the ultimate design of the indoor facility. The project site is located on at 2340 County Road (CR) 100. A vicinity map is shown on Figure 1. This traffic memorandum summarizes the existing roadway conditions and anticipated trip generation for the first phase of this project. Figure 1. Vicinity Map 2340 County Road 100 - Colorado Extreme 49 Traffic Study, basic (4-203.L) Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 18, 2023 Page 2 Existing Conditions The subject property was converted from a small contractor’s yard to a temporary ice rink for the Winter of 2022‐2023 to serve the youth athletes interested in learning about and playing hockey. The land located near County Road 100 is relatively flat with the remainder of the property having steep grades into the forested area. There is currently one (1) gravel access on County Road 100 that is shared with the neighboring property to the west. Currently, the neighboring property includes one (1) single‐family home. Per Garfield County’s Land Use and Development Code (2013), this access is classified as a “semi‐primitive road”. The roadway standards indicate that there is a design ca pacity of 100 vehicles per day (vpd) and a minimum right‐of‐way width of 40 feet. Across the driveway, approximately 36 feet south of the County Road 100, is the Rio Grande Trail. The access has a stop sign as it approaches the trail but does not have a stop sign as it approaches County Road 100. Based on the topography and roadway design, there is good sight distance in both directions to assist drivers to turn safely into and out of the driveway. The sight distance was measured by Radian Engineering (Year 2021) to be over 500 feet in both directions which is greater than the AASHTO standard of 390 feet for a posted speed limit of 35 mph. Access Permits Currently, there is a Garfield County access permit for the existing access from Year 2004. The permit number is #68 and filed under reception #6258627. The permit allows access for both properties with a maximum width of 20 feet. The Garfield County permit is attached to the Appendix. The subject property also has an access permit to cross the Rio Grande Trail, which was provided by the Denver and Rio Western Railroad Company (refer to the Appendix for a copy). An updated access permit with RFTA has been completed for the new owner. Roadways The primary public roadways that serve the project site are discussed in the following text: State Highway 82 is a four‐lane major regional arterial (classified by CDOT as an Expressway) that provides east‐west access along the Roaring Fork Valley. It links Glenwood Springs (down valley) and the I‐70 corridor to the Town of Aspen (up valley) and all the communities in between. SH 82 currently carries approximately 24,200 vehicle per day (vpd) in between County Road 133 and County Road 100 (CDOT, estimated for Year 2021). The posted speed limit is 65 miles per hour (mph) within the study area. The intersection of SH 82 at Catherine Store Road/County Road 100 is controlled by a traffic signal and the intersection includes: • Two through lanes in each direction of SH 82; 50 2340 County Road 100 - Colorado Extreme Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 18, 2023 Page 3 • Bus queue jump/right‐turn lanes on SH 82 to allow the VelociRFTA BRT buses efficient service through the traffic signal; • Left‐turn deceleration lanes on SH 82; • Right‐turn deceleration and acceleration lanes on SH 82; The intersection of SH 82 at County Road 133 is controlled by a traffic signal and the intersection includes: • Two through lanes in each direction of SH 82; • Left‐turn deceleration lanes on SH 82 (Dual for WB); • Right‐turn deceleration and acceleration lanes for EB on SH 82; County Road 100 is a two‐lane roadway that leads to the rural residential area of east Carbondale. This roadway changes between north‐south orientation near SH 82 to east‐west orientation along the property frontage and links Carbondale’s Main Street to SH 82. County Road 100 has a posted speed limit of 35 mph and is approximately 24 feet in width within the vicinity of the project. This roadway services roughly 4,270 vpd during the week and 3,450 vpd on Saturday (Year 2023) just south of SH 82, which is a significant reduction from the Year 2017 count that indicated there were 10,900 vpd. County Road 133 is a two‐lane roadway with a center turn lane that travels through the heart of Carbondale. This roadway travels north south between SH 82 to Hotchkiss. County Road 133 has a posted speed limit of 35 mph through Town and increases to 55 mph south of Meadowood Drive. This roadway services roughly 16,700 vpd during the week just south of SH 82 (CDOT, estimated for Year 2021). Intersections Peak hour data was collected on Thursday, February 23, 2023 and Saturday, February 25, 2023 at the following intersections: 1. State Highway 82 at Catherine Store Road (County Road 100) 2. Catherine Store Road (County Road 100) at Frontage Road 3. Catherine Store Road (County Road 100) at Colorado Extreme Driveway The data indicated that the AM peak hour started at 7:30 AM and the start of the PM peak hour varied from 4:15 to 5:00 PM, depending on the intersection. The Saturday peak hour was shown to be 9:45 AM within the study area. While the traffic data was being collected, the number of athletes was also collected to determine how many entering and exiting trips are generated per athlete. The existing peak hour volumes are illustrated on Figure 2. 2340 County Road 100 - Colorado Extreme 51 Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 18, 2023 Page 4 Pedestrian and Bicycle The Rio Grande Trail connects Glenwood Springs to Aspen and parallels County Road 100, crossing the existing access. The Rio Grande Trail is a rail‐to‐trails project that provides multi‐modal connectivity through the Roaring Fork Valley. Transit The Roaring Fork Transportation Authority (RFTA) provides public transportation service between communities adjacent to and within the Roaring Fork Valley. There are no routes or bus stops on County Road 100 near the project site, however, there are two (2) bus stops within three (3) miles of the site. The Local Valley bus route travels between Glenwood Springs and Aspen with stops along SH 82 east of Catherine Store Road/County Road 100 to serve the local park‐n‐ride, as well a stop at the Carbondale park‐n‐ride and along Main Street. There is also a Carbondale Circulator that connects the citizens and visitors to destinations within the Town. This bus service travels between the Carbondale park‐n‐ride and locations along County Road 133 and Main Street. The Bus Rapid Transit, named VelociRFTA, is an express transit service with parking available at the Carbondale park‐n‐ride (Village Road and Highway 133). Both bus routes provide connections to the other six RFTA bus routes between Rifle and Aspen. A snapshot of the RFTA bus map is shown to the right with the Catherine Store Road local bus stop circled. Proposed Conditions The current proposal is to add a second ice rink, smaller than the existing temporary ice rink, to provide additional space for hockey lessons for young athletes. It is proposed that the existing driveway be improved with this phase of the Colorado Extreme Youth Hockey Facility. The improvements will include:  Upgrade access road classification from Semi‐Primitive to Minor Collector o Purpose: Improve entry, increased traffic capacity, and accommodate non‐auto travel  Widen driveway to 24 feet with one (1) travel lane per direction o Purpose: Improve entry, capacity, and safety  Pave a 9.5‐foot sidewalk on the west side of the driveway from the Rio Grande trail into the site o Purpose: Improve non‐auto connectivity  Construct one eastbound right‐turn deceleration lane on County Road 100 o Purpose: Reduce slowing and delay to through vehicles 52 2340 County Road 100 - Colorado Extreme Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 18, 2023 Page 5  Construct one eastbound right‐turn acceleration lane on County Road 100 o Purpose: Reduce impact to through travel lane and reduce delay turning onto CR 100  Realign the Rio Grande trail to move the crossing approximately 38 feet south o Purpose: Reduce potential conflicts with vehicles turning into the driveway, provide additional space for queued vehicles to prevent drivers stopping in the crossing, improve sight distance, and reduce speeds of trail users as they approach the driveway crossing  Construct a raised crosswalk on the driveway for the Rio Grande Trail o Purpose: Prioritize the multi‐modal travel over vehicular travel and enhance the trail user experience near the Colorado Extreme property and improve awareness of trail crossing  Install appropriate signs and pavement markings on/along the auxiliary lanes, driveway, raised crosswalk, and Rio Grande trail o Purpose: Create a safe environment into, near, and along the Colorado Extreme driveway for all roadway and trail users The proposed improvements will serve the existing hockey ice rink, the second temporary ice rink, and a future indoor ice rink. Trip Generation To establish the volume of trips associated with the proposed second outdoor ice rink of Colorado Extreme, the existing count data and anticipated programming was utilized. There is limited data contained in the national guidelines (ITE Trip Generation Manual) with regards to trip generation of ice hockey rinks. Based on the collected count data on the Colorado Extreme driveway and athlete sign‐ins, it was calculated that there are approximately 1.7 trips per athlete in the afternoon peak hour with 59% entering and 41% exiting. The count data indicated that there were 145 daily trips on the driveway during a weekday on the driveway with one (1) ice rink. The gathered data for the Saturday peak hour and daily total was less than the weekday data due to reduced athlete participation. For conservative purposes, the PM peak hour rate was utilized for the Saturday peak hour and the daily volume was assumed to be 30% more than a weekday. With the second temporary ice rink, it was assumed the trip rates and travel patterns will be similar to the existing conditions with one (1) ice rink. The snapshots of athlete data indicated that sessions attracted between 5 and 22 athletes. For the purpose of estimating trip volume associated with an additional rink, it was assumed there will be 20 athletes per rink per hour. The estimated daily trip generation is summarized on Table 1. 2340 County Road 100 - Colorado Extreme 53 Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 18, 2023 Page 6 For the AM peak hour, it is likely there will be up to two (2) entering trips and one (1) exiting trip by staff. During the PM and Saturday peak hours, it is anticipated that there will be 40 inbound trips and 28 outbound trips for. It was estimated that there will be approximately 290 vehicles per day (vpd) on weekdays and approximately 380 vpd on Saturdays. Trip Assignment The estimated trip volumes were distributed onto the study area street network based on addresses of the young athletes that was provided by Colorado Extreme. Based on the addresses, the trip distribution is as follows, as well as presented on Figure 3: • 19% to/from Down Valley • 45% to/from Up Valley • 20% to/from Carbondale • 8% to/from Frontage Road • 5% to/from South County Road 133 • 3% to/from North Catherine Store Note that all Carbondale addresses were mapped to determine which part of Town the students would be traveling from, to ensure the routing was accurate. The daily and peak hour trips are illustrated on Figure 4. The peak hour trips were added to the existing volumes and are shown on Figure 5. CDOT Access Permit CDOT requires an access permit when the side‐street volume increases the permitted volume by 20% or more. The new trips on County Road 100 accessing State Highway 82 will add approximately three (3) vehicles in the AM peak hour and 33 vehicles in the PM peak hour. This equates to approximately 0.1% increase in traffic over the permitted volumes in the AM peak hour and 6% of the PM peak hour. The additional volumes associated with Colorado Extreme does not require an updated access permit. Athletes per Hour per Rink 20 Number of Rinks 2 Total Athletes per Hour 40 Trip Rate per Athlete 1.7 Entering Rate 59% Exiting Rate 41% Total Trips 68 Entering Trips 40 Exiting Trips 28 Total Volume per Rink 145 Number of Rinks 2 Entering Rate 50% Exiting Rate 50% Total Volume 290 Entering Trips 145 Exiting Trips 145 Total Volume per Rink 190 Number of Rinks 2 Entering Rate 50% Exiting Rate 50% Total Volume 380 Entering Trips 190 Exiting Trips 190 Pr o p o s e d PM / S a t . P e a k H o u r Da i l y ( W e e k d a y ) Da i l y ( W e e k e n d ) Table 1. Trip Generation Estimate for Two Rinks 54 2340 County Road 100 - Colorado Extreme Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 18, 2023 Page 7 Conclusions The Colorado Extreme project proposes to construct a second outdoor ice rink to continue to provide a free hockey program for young athletes within the area. Both the existing and proposed outdoor ice rinks are temporary and anticipated to be utilized for approximately two (2) winter seasons and will be fully replaced by the ultimate design to have an indoor ice rink. A separate traffic study will be completed for the next phase of the Colorado Extreme project. The existing access will remain in the same location but will be improved significantly to enhance the capacity and safety. It is proposed that the driveway be upgraded to a Minor Collected and be paved and widened. The new cross‐section will include a sidewalk on the south side from the Rio Grande Trail and into the Colorado Extreme property. On Catherine Store Road (County Road 100), it is proposed that an eastbound right‐turn deceleration and acceleration lanes be constructed. Additionally, the Rio Grande trail will be realigned away from Catherine Store Road (County Road 100) and include a raised crosswalk on the Colorado Extreme driveway. It is anticipated that the improved access, existing roadway network, and existing intersections can accommodate the project trips without the need for additional analysis or mitigation measures. Hopefully the contents of this memorandum are helpful. If you have any questions, please give me a call. Sincerely, FOX TUTTLE TRANSPORTATION GROUP, LLC Cassie Slade, P.E., PTOE Principal Attachments: Figure 1. Vicinity Map {IN REPORT} Figure 2 – Existing Volumes [Winter, February 2023] Figure 3 – Trip Distribution Figure 4 – Site Generated Trips for Two Temporary Ice Rinks Figure 5 – Existing + Hockey Traffic Volumes [Winter] Appendix: Existing Traffic Counts Garfield County Access Permit Denver and Rio Western Railroad Company 2340 County Road 100 - Colorado Extreme 55 Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 18, 2023 Page 8 Figures Figure 1 – Vicinity Map {IN REPORT} Figure 2 – Existing Volumes [Winter, February 2023] Figure 3 – Trip Distribution Figure 4 – Site Generated Trips for Two Temporary Ice Rinks Figure 5 – Existing + Hockey Traffic Volumes [Winter] 56 2340 County Road 100 - Colorado Extreme S H 8 2 A T C O UNT Y R D 1 0 0 C O U N T Y R D 1 0 0 A T A C C E S S C O U N T Y R D 1 0 0 AT FR O N T A G E R D R I O G R A N D E TRAIL CROSS I N G A T D R I V EWA Y FT P r o j e c t # Or i g i n a l S c a l e Da t e Dr a w n b y Fi g u r e # T r a ns p o r op u G r n o i a tt FO X 22 0 5 7 NT S 03 - 1 6 - 2 0 2 3 CR S 2 CO L O R A D O E X T R E M E S E C O N D T E M P O R A R Y I C E R I N K - C A R B O N D A L E , C O EX I S T I N G T R A F F I C V O L U M E S [ W I N T E R , F E B R U A R Y 2 0 2 3 ] 2340 County Road 100 - Colorado Extreme 57 FT P r o j e c t # Or i g i n a l S c a l e Da t e Dr a w n b y Fi g u r e # T r a ns p o r op u G r n o i a tt FO X 22 0 5 7 NT S 03 - 1 6 - 2 0 2 3 CR S 3 CO L O R A D O E X T R E M E S E C O N D T E M P O R A R Y I C E R I N K - C A R B O N D A L E , C O TR I P D I S T R I B U T I O N 58 2340 County Road 100 - Colorado Extreme S H 8 2 A T C O UNT Y R D 1 0 0 C O U N T Y R D 1 0 0 A T A C C E S S C O U N T Y R D 1 0 0 AT FR O N T A G E R D FT P r o j e c t # Or i g i n a l S c a l e Da t e Dr a w n b y Fi g u r e # T r a ns p o r op u G r n o i a tt FO X 22 0 5 7 NT S 7/ 1 8 / 2 0 2 3 CR S 4 CO L O R A D O E X T R E M E S E C O N D T E M P O R A R Y I C E R I N K - C A R B O N D A L E , C O SI T E G E N E R A T E D T R I P S F O R T W O T E M P O R A R Y I C E R I N K S 2340 County Road 100 - Colorado Extreme 59 S H 8 2 A T C O UNT Y R D 1 0 0 C O U N T Y R D 1 0 0 A T A C C E S S C O U N T Y R D 1 0 0 AT FR O N T A G E R D FT P r o j e c t # Or i g i n a l S c a l e Da t e Dr a w n b y Fi g u r e # T r a ns p o r op u G r n o i a tt FO X 22 0 5 7 NT S 7/ 1 8 / 2 0 2 3 CR S 5 CO L O R A D O E X T R E M E S E C O N D T E M P O R A R Y I C E R I N K - C A R B O N D A L E , C O EX I S T I N G + H O C K E Y T R A F F I C V O L U M E S [ W I N T E R ] 60 2340 County Road 100 - Colorado Extreme Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 18, 2023 Page 9 Appendix Existing Traffic Counts Garfield County Access Permit Denver and Rio Western Railroad Company 2340 County Road 100 - Colorado Extreme 61 www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 2 0 0 2 0 0 5 43000100 0 4 Peak Hour 60 20 9 0 89 0 0 0 0 0 0 1 0Count Total 107 37 15 1 160 0 0 0 00000008:45 AM 10 6 2 0 18 0 0 0 0 0 0 1 8:30 AM 15 5 0 0 20 0 0 0 0 0 0 1 0 0 0 0 8:15 AM 13 7 2 0 22 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 14 6 2 0 22 0 0 0 0 0 0 0 0 0 2 1 7:30 AM 15 4 2 0 21 0 0 0 0 0 0 0 0 0 0 15 0 EB WB NB SB Total East 7:45 AM 18 3 3 0 24 0 0 0 -4%8%HV%0%5%4%3%- 0 0 7:15 AM 11 4 2 1 18 0 0 0 0 0 0 0 0 West North South 7:00 AM 11 2 2 1 27 13 284 0 44 17760103383100 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 2%-0%0%0%4%1%5%0% Peak Hour All 1 21 1,457 14 0 47 28 479 0 0 0 0 0 89 01900117 20 2,456 0 HV 0 1 57 2 0 Count Total 2 48 2,786 152 1 155 716 80 35 43 4,586 0 494 2,2772420352122107108 8 5 12 544 2,389 8:45 AM 1 11 273 16 0 0 6 4 46 0 647 2,456 8:30 AM 0 9 312 17 0 16 109 5 92 0 6 2 7026122206 12 4 2 592 2,418 8:15 AM 0 8 356 15 2 0 5 3 60 0 606 2,309 8:00 AM 0 4 352 24 0 24 100 1 53 0 10 7 7031922011 16 4 4 611 0 7:45 AM 1 1 369 21 4 0 5 4 79 0 609 0 7:30 AM 0 8 380 16 0 22 69 4 55 0 14 6 501175304 11 2 4 483 0 7:15 AM 0 4 404 24 0 0 2 5 52 07:00 AM 0 3 340 19 0 3 42 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min TotalUTLTTHRT Date: 02/23/2023 Peak Hour Count Period: 7:00 AM 9:00 AM SB 0.0%0.84 TOTAL 3.6%0.95 TH RT WB 4.0%0.83 NB 2.8%0.79 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 3.9%0.96 0 0 0 0 0 0 000 0 0 0 0 3 0 1 N CR 100 SH 82 SH 82 CR 1 0 0 SH 82 CR 1 0 0 2,456TEV: 0.95PHF: 20 17 44 81 44 0 10 383 103 496 1,7850 28 41327 32 4 19 6 0 76 1,457 21 1,555 431 1 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 62 2340 County Road 100 - Colorado Extreme www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 00000 0 0 0 0 Peak Hour 0 0Count Total 0 000000000 0 0 8:45 AM 0 0 0 0 0 8:30 AM 0000000 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0000 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00000007:15 AM 0 0 0 0 0 0 0 07:00 AM RT 89 0 Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One Hour 1 7 0 0 0 00119001 RTTHLT RTTHLTRT 0 1 0 160 0 Peak Hour 0 1 57 2 0 0 1 2 12 0Count Total 0 1 102 4 1 1 35 18 82020000105000 0 0 0 20 88 8:45 AM 0 0 9 1 0 0 0 0 0 0 22 89 8:30 AM 0 0 15 0 0 0 5 0 2 0 0 0 0016000 0 0 0 22 85 8:15 AM 0 0 13 0 0 0 0 0 2 0 24 78 8:00 AM 0 1 11 2 0 0 6 0 2 0 0 0 0003001 0 0 0 21 0 7:45 AM 0 0 18 0 0 0 0 1 1 0 18 0 7:30 AM 0 0 15 0 0 0 4 0 2 0 0 1 0004000 0 0 0 15 0 7:15 AM 0 0 11 0 0 0 0 1 1 0 TH RT 7:00 AM 0 0 10 1 0 0 2 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 2340 County Road 100 - Colorado Extreme 63 www.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 2 0 1 0 3Peak Hour 14 53 6 1 74 0 0 0 0 0 2 0 0 1 5:00 PM 4:30 PM 4:45 PM 0 0 3 13 0 0 16 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 4 17 1 0 22 0 0 0 0 0 1 0 0 0 4 10 3 0 17 0 1 0 0 1 3 13 2 1 19 0 0 0 0 0 0 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 1 74 0 HV%-0%2%2%-5%3%0%-6%9%1%-0%0%3%3%0 Peak Hour All 0 15 534 46 0 256 1,634 43 0 53 22 130 0 15 18 3 2 1 0 0 0 39 2,805 0 HV 0 0 13 1 0 12 41 0 0 0 0 0 688 0 5:00 PM 1 125 13 0 71 399 11 0 19 4 33 0 4 7 14 701 2,805 4:45 PM 3 131 8 0 58 410 9 0 16 8 28 0 3 4 10 723 0 4:30 PM 2 120 9 0 69 415 10 0 11 6 33 0 6 5 7 693 0 4:15 PM 0 9 158 16 0 58 410 13 0 7 4 36 0 2 2 8 Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT Date: 02/23/2023 Peak Hour Count Period: 4:00 PM 8:00 PM SB 1.4%0.72 TOTAL 2.6%0.97 WB 2.7%0.98 NB 2.9%0.92 Peak Hour: 4:15 PM 5:15 PM HV %:PHF EB 2.4%0.81 0 0 0 0 0 0 000 0 0 0 0 1 0 2 N CR 100 SH 82 SH 82 CR 1 0 0 SH 82 CR 1 0 0 2,805TEV: 0.97PHF: 39 18 15 72 80 0 43 1,634 256 1,933 6790 13 02253 20 5 32 0 0 46 534 15 595 1,726 0 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 64 2340 County Road 100 - Colorado Extreme www.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 2 0 1 0 0 0 1 2 2 0 0 0 0 0 0 8 31000200 0 3 Peak Hour 14 53 6 1 74 0 0 0 0 0 0 5 0Count Total 44 151 9 2 206 0 0 0 00000007:45 PM 1 2 0 0 3 0 0 0 0 0 0 0 7:30 PM 2 3 0 0 5 0 0 0 0 0 0 0 0 0 0 0 7:15 PM 1 7 0 0 8 0 0 0 0 0 0 0 0 0 0 0 7:00 PM 1 3 0 0 4 0 0 0 0 0 0 06:45 PM 1 4 1 0 6 0 0 0 0 0 0 0 6:30 PM 2 4 0 0 6 0 0 0 0 0 0 2 0 0 0 1 6:15 PM 3 8 0 0 11 0 0 0 0 0 0 1 0 0 0 1 6:00 PM 4 6 0 0 10 0 0 0 0 0 0 05:45 PM 3 13 0 0 16 0 0 0 0 0 0 0 5:30 PM 4 15 0 0 19 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 2 10 1 0 13 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 3 13 0 0 16 0 0 0 0 0 0 1 0 0 0 1 4:30 PM 3 13 2 1 19 0 0 0 0 0 0 1 0 0 1 31 0 EB WB NB SB Total East 4:45 PM 4 17 1 0 22 0 0 0 -6%9%HV%-0%2%2%- 0 0 4:15 PM 4 10 3 0 17 0 0 0 0 0 0 0 0 West North South 4:00 PM 6 23 1 12 53 22 130 0 15 184602561,634 43 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1%-0%0%3%3%5%3%0% Peak Hour All 0 15 534 134 0 145 83 388 0 0 0 0 1 74 04100321 39 2,805 0 HV 0 0 13 1 0 Count Total 1 85 1,683 123 0 735 4,252 44 50 98 7,821 0 176 867610040101270200 2 1 1 216 986 7:45 PM 0 3 63 5 5 0 2 2 13 0 222 1,101 7:30 PM 0 0 77 4 0 15 94 0 11 0 2 1 302398603 2 0 4 253 1,280 7:15 PM 0 2 72 1 6 0 2 0 15 0 295 1,532 7:00 PM 1 2 80 5 0 14 122 8 19 0 0 2 5030117903 1 5 6 331 1,866 6:45 PM 0 10 87 5 11 0 8 4 19 0 401 2,220 6:30 PM 0 15 87 5 0 30 140 6 21 0 5 3 5042202307 2 4 8 505 2,516 6:15 PM 0 5 95 7 8 0 14 7 20 0 629 2,712 6:00 PM 0 3 105 8 0 49 277 10 32 0 2 5 807333713018 2 5 4 685 2,771 5:45 PM 0 8 114 9 12 0 8 3 37 0 697 2,779 5:30 PM 0 5 131 12 0 55 411 10 36 0 3 4 40813918017 4 7 14 701 2,805 5:15 PM 0 11 122 10 11 0 19 4 33 0 688 2,710 5:00 PM 0 1 125 13 0 71 399 8 28 0 3 4 100584109016 6 5 7 693 0 4:45 PM 0 3 131 8 10 0 11 6 33 0 723 0 4:30 PM 0 2 120 9 0 69 415 4 36 0 2 2 80584101307 4 2 10 606 0 4:15 PM 0 9 158 16 8 0 10 5 25 04:00 PM 0 6 116 6 0 55 359 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min TotalUTLTTHRTTHRT Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 2340 County Road 100 - Colorado Extreme 65 www.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 0 0 0 0000 0 0 0 0 Peak Hour 0 0Count Total 0 0000 0 0 7:45 PM 0 0 0 0 0 7:30 PM 0000000000 0 0 0 0 7:15 PM 0 0 0 0 7:00 PM 0000 0 0 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 PM 0000000 0 0 6:15 PM 0 0 0 0 6:00 PM 0000000 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 5:30 PM 0000000 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 0 04:00 PM RT 74 0 Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One Hour 2 1 0 0 0 101241003 RTTHLT RTTHLTRT 0 0 2 206 0 Peak Hour 0 0 13 1 0 0 5 2 2 0Count Total 0 1 40 3 0 21 130 3 20000000002000 0 0 0 5 23 7:45 PM 0 0 1 0 0 0 0 0 0 0 8 24 7:30 PM 0 0 2 0 0 0 3 0 0 0 0 0 0016000 0 0 0 4 27 7:15 PM 0 0 1 0 0 0 0 0 0 0 6 33 7:00 PM 0 0 1 0 0 0 3 0 1 0 0 0 0004000 0 0 0 6 43 6:45 PM 0 0 1 0 0 0 0 0 0 0 11 56 6:30 PM 0 0 2 0 0 0 4 0 0 0 0 0 0017000 0 0 0 10 58 6:15 PM 0 0 2 1 0 0 0 0 0 0 16 64 6:00 PM 0 0 3 1 0 0 6 0 0 0 0 0 00211000 0 0 0 19 70 5:45 PM 0 1 2 0 0 0 0 0 0 0 13 70 5:30 PM 0 0 4 0 0 1 14 0 0 0 0 0 0019001 0 0 0 16 74 5:15 PM 0 0 2 0 0 0 0 0 0 0 22 89 5:00 PM 0 0 3 0 0 3 10 0 1 0 0 0 00215000 0 0 1 19 0 4:45 PM 0 0 4 0 0 0 2 0 0 0 17 0 4:30 PM 0 0 3 0 0 4 9 2 0 0 0 0 0037001 0 0 1 31 0 4:15 PM 0 0 3 1 0 0 1 0 0 0 TH RT 4:00 PM 0 0 6 0 0 3 20 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 66 2340 County Road 100 - Colorado Extreme www.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 0 0 0 0Peak Hour 22 19 0 0 41 0 0 0 0 0 0 0 0 0 8:45 AM 8:15 AM 8:30 AM 0 0 7 6 0 0 13 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 6 3 0 0 9 0 0 0 0 0 0 0 0 0 4 6 0 0 10 0 0 0 0 0 5 4 0 0 9 0 0 0 0 0 0 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 0 41 0 HV%-0%2%0%0%3%5%0%-0%0%0%-0%0%0%2%0 Peak Hour All 0 15 996 41 2 37 364 8 0 8 6 167 0 33 12 0 0 0 0 0 0 12 1,701 0 HV 0 0 22 0 0 1 18 0 0 0 0 0 423 0 8:45 AM 5 220 12 0 10 121 2 0 2 0 31 0 8 2 5 418 1,701 8:30 AM 4 237 10 1 12 88 2 0 4 3 48 0 9 5 0 401 0 8:15 AM 1 290 9 1 11 86 2 0 0 2 43 0 7 2 5 459 0 8:00 AM 0 5 249 10 0 4 69 2 0 2 1 45 0 9 3 2 Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT Date: 02/25/2023 Peak Hour Count Period: 7:00 AM 11:00 AM SB 0.0%0.95 TOTAL 2.4%0.93 WB 4.6%0.77 NB 0.0%0.82 Peak Hour: 8:00 AM 9:00 AM HV %:PHF EB 2.1%0.88 0 0 0 0 0 0 000 0 0 0 0 0 0 0 N CR 100 SH 82 SH 82 CR 1 0 0 SH 82 CR 1 0 0 1,701TEV: 0.93PHF: 12 12 33 57 29 0 8 364 37 411 1,1982 16 7 68 18 1 90 0 41 996 15 1,052 384 0 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 2340 County Road 100 - Colorado Extreme 67 www.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 0 6 00000000 0 0 Peak Hour 22 19 0 0 41 0 0 0 0 0 0 6 0Count Total 89 65 6 4 164 0 0 0 000000010:45 AM 1 3 0 0 4 0 0 2 0 0 0 0 10:30 AM 2 7 0 0 9 0 0 0 0 0 0 0 0 0 0 0 10:15 AM 4 1 0 0 5 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 4 1 0 1 6 0 0 0 0 0 0 09:45 AM 8 4 0 0 12 0 0 0 0 0 0 0 9:30 AM 5 5 1 0 11 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 8 4 0 1 13 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 5 3 1 0 9 0 0 0 0 0 0 08:45 AM 7 6 0 0 13 0 0 0 0 0 0 0 8:30 AM 6 3 0 0 9 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 5 4 0 0 9 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 4 6 0 0 10 0 0 0 0 0 0 2 0 0 0 0 7:30 AM 9 2 2 1 14 0 0 0 0 0 0 0 0 0 0 8 0 EB WB NB SB Total East 7:45 AM 9 5 1 1 16 0 0 2 -0%0%HV%-0%2%0%0% 0 0 7:15 AM 7 8 1 0 16 0 0 0 0 0 0 0 0 West North South 7:00 AM 5 3 0 1 8 6 167 0 33 124123736480 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%0%2%3%5%0% Peak Hour All 0 15 996 51 0 40 29 540 0 0 0 0 0 41 01800000 12 1,701 0 HV 0 0 22 0 0 Count Total 1 63 3,111 131 3 177 1,591 114 52 69 5,972 0 403 1,50512801255022172404 4 1 9 370 1,506 10:45 AM 0 3 141 6 2 0 2 3 38 0 364 1,496 10:30 AM 0 3 145 7 0 17 139 0 28 0 12 3 5016134905 4 12 5 368 1,525 10:15 AM 0 5 134 13 2 0 1 4 26 0 404 1,501 10:00 AM 0 2 140 8 0 14 150 2 37 0 7 6 3019130905 3 4 10 360 1,515 9:45 AM 0 7 171 8 3 0 4 4 33 0 393 1,578 9:30 AM 1 8 158 5 0 13 114 3 40 0 8 1 401399207 7 3 4 344 1,644 9:15 AM 0 5 203 8 2 0 1 4 31 0 418 1,701 9:00 AM 0 5 186 10 1 3 87 0 31 0 8 2 5010121202 9 5 0 423 1,671 8:45 AM 0 5 220 12 2 0 4 3 48 0 459 1,615 8:30 AM 0 4 237 10 1 12 88 2 43 0 7 2 511186200 9 3 2 401 1,438 8:15 AM 0 1 290 9 2 0 2 1 45 0 388 1,265 8:00 AM 0 5 249 10 0 4 69 0 44 0 9 1 501066400 6 3 6 367 0 7:45 AM 0 4 243 2 1 0 2 1 29 0 282 0 7:30 AM 0 3 241 10 0 5 60 1 17 0 4 0 00447500 5 1 1 228 0 7:15 AM 0 2 195 7 0 0 1 0 22 07:00 AM 0 1 158 6 0 4 29 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min TotalUTLTTHRTTHRT Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 68 2340 County Road 100 - Colorado Extreme www.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 0 0 0 0000 0 0 0 0 Peak Hour 0 0Count Total 0 0000 0 0 10:45 AM 0 0 0 0 0 10:30 AM 0000000000 0 0 0 0 10:15 AM 0 0 0 0 10:00 AM 0000 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0000000 0 0 9:15 AM 0 0 0 0 9:00 AM 0000000 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 8:30 AM 0000000 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0000 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00000007:15 AM 0 0 0 0 0 0 0 07:00 AM RT 41 0 Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One Hour 0 0 0 0 0 00118000 RTTHLT RTTHLTRT 3 1 0 164 0 Peak Hour 0 0 22 0 2 0 0 0 6 0Count Total 0 3 80 6 0 4 59 4 24000000003000 0 0 0 9 32 10:45 AM 0 0 1 0 0 0 0 0 0 0 5 34 10:30 AM 0 0 2 0 0 0 7 0 0 0 0 0 0001000 1 0 0 6 42 10:15 AM 0 2 2 0 0 0 0 0 0 0 12 45 10:00 AM 0 0 3 1 0 0 1 0 0 0 0 0 0012100 0 0 0 11 46 9:45 AM 0 1 6 1 0 0 0 0 1 0 13 44 9:30 AM 0 0 5 0 0 0 5 0 0 0 1 0 0003100 0 0 0 9 40 9:15 AM 0 0 8 0 0 0 0 0 1 0 13 41 9:00 AM 0 0 4 1 0 0 3 0 0 0 0 0 0006000 0 0 0 9 44 8:45 AM 0 0 7 0 0 0 0 0 0 0 9 49 8:30 AM 0 0 6 0 0 0 3 0 0 0 0 0 0013000 0 0 0 10 56 8:15 AM 0 0 5 0 0 0 0 0 0 0 16 54 8:00 AM 0 0 4 0 0 0 6 0 1 0 1 0 0005000 0 1 0 14 0 7:45 AM 0 0 9 0 0 0 0 0 2 0 16 0 7:30 AM 0 0 9 0 0 1 1 0 1 0 0 0 0017000 0 0 0 8 0 7:15 AM 0 0 5 2 0 0 0 0 0 0 TH RT 7:00 AM 0 0 4 1 0 0 3 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 2340 County Road 100 - Colorado Extreme 69 www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00000000 0 0 Peak Hour 1 0 7 4 12 0 0 0 0 0 0 0 0Count Total 1 1 15 6 23 0 0 0 00000008:45 AM 0 0 2 1 3 0 0 0 0 0 0 0 8:30 AM 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 3 2 5 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 0 EB WB NB SB Total East 7:45 AM 0 0 3 0 3 0 0 0 -0%3%HV%-2%0%0%- 0 0 7:15 AM 0 0 1 1 2 0 0 0 0 0 0 0 0 West North South 7:00 AM 0 1 1 0 8 257 34 0 33 12650302180 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-3%2%0%2%0%0%0% Peak Hour All 0 42 4 35 0 12 419 59 0 0 1 3 0 12 0000070 5 564 0 HV 0 1 0 0 0 Count Total 0 83 6 16 0 43 3 66 195 17 954 0 100 48937407254031502 7 23 3 98 523 8:45 AM 0 9 0 3 4 0 0 45 7 0 161 564 8:30 AM 0 3 0 2 0 4 0 82 12 0 11 29 0060502 11 29 3 130 519 8:15 AM 0 14 0 0 2 0 0 55 7 0 134 465 8:00 AM 0 11 1 4 0 5 2 54 5 0 8 42 1090403 3 26 1 139 0 7:45 AM 0 6 1 1 7 0 3 66 10 0 116 0 7:30 AM 0 11 2 0 0 10 0 43 13 0 12 15 4030601 7 6 1 76 0 7:15 AM 0 15 0 4 2 0 1 37 1 07:00 AM 0 14 2 2 0 3 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min TotalUTLTTHRT Date: 02/23/2023 Peak Hour Count Period: 7:00 AM 9:00 AM SB 2.4%0.80 TOTAL 2.1%0.88 TH RT WB 0.0%0.74 NB 2.3%0.78 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 2.0%0.80 0 0 0 0 0 0 000 0 0 0 0 0 0 0 N CR 100 SH 82 Frontage Rd SH 82 Frontage Rd CR 1 0 0 Driveway CR 1 0 0 564TEV: 0.88PHF: 5 12 6 33 16 4 31 7 0 18 2 30 50 710 34 25 7 8 29 9 16 1 0 5 4 42 51 15 0 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 70 2340 County Road 100 - Colorado Extreme www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 00000 0 0 0 0 Peak Hour 0 0Count Total 0 000000000 0 0 8:45 AM 0 0 0 0 0 8:30 AM 0000000 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0000 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00000007:15 AM 0 0 0 0 0 0 0 07:00 AM RT 12 0 Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One Hour 7 0 0 1 3 0000000 RTTHLT RTTHLTRT 1 4 1 23 0 Peak Hour 0 1 0 0 0 0 0 13 2 0Count Total 0 1 0 0 0 1 0 3 15200010000000 0 0 0 4 15 8:45 AM 0 0 0 0 0 0 0 2 2 0 5 12 8:30 AM 0 0 0 0 0 0 0 3 0 0 0 2 0000000 1 1 0 3 9 8:15 AM 0 0 0 0 0 0 0 0 0 0 3 8 8:00 AM 0 1 0 0 0 0 0 3 0 0 0 0 0000000 0 0 0 1 0 7:45 AM 0 0 0 0 0 0 0 1 0 0 2 0 7:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 1000000 0 0 0 2 0 7:15 AM 0 0 0 0 0 0 0 1 0 0 TH RT 7:00 AM 0 0 0 0 0 1 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 2340 County Road 100 - Colorado Extreme 71 www.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 0 0 1 1Peak Hour 1 1 1 5 8 0 0 0 0 0 0 0 1 0 5:45 PM 5:15 PM 5:30 PM 0 0 0 1 0 2 3 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 0 1 0 1 1 3 0 0 0 0 0 0 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 0 8 0 HV%-3%0%0%-2%0%0%-0%0%8%-0%2%0%1%0 Peak Hour All 0 29 7 24 0 41 7 40 0 11 152 13 0 26 282 0 0 1 0 0 5 24 656 0 HV 0 1 0 0 0 1 0 0 0 0 0 0 151 0 5:45 PM 7 3 8 0 14 3 14 0 1 36 4 0 10 65 4 169 656 5:30 PM 7 0 11 0 8 3 3 0 5 36 3 0 7 60 8 170 0 5:15 PM 10 0 3 0 9 1 9 0 0 41 4 0 3 79 7 166 0 5:00 PM 0 5 4 2 0 10 0 14 0 5 39 2 0 6 78 5 Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT Date: 02/23/2023 Peak Hour Count Period: 4:00 PM 8:00 PM SB 1.5%0.93 TOTAL 1.2%0.96 WB 1.1%0.71 NB 0.6%0.96 Peak Hour: 5:00 PM 6:00 PM HV %:PHF EB 1.7%0.83 0 0 0 0 0 0 000 0 0 0 1 0 0 0 N CR 100 SH 82 Frontage Rd SH 82 Frontage Rd CR 1 0 0 Driveway CR 1 0 0 656TEV: 0.96PHF: 24 28 2 26 33 2 22 1 0 40 7 41 88 460 13 15 211 17 6 34 7 0 24 7 29 60 42 0 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 72 2340 County Road 100 - Colorado Extreme www.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 0 0 0 0 0 1 3 0 0 0 0 0 0 0 5 10000001 4 0 Peak Hour 1 1 1 5 8 0 0 0 0 0 0 1 0Count Total 4 5 5 13 27 0 0 0 00000007:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 6:15 PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 1 0 2 3 0 0 0 0 0 0 0 5:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 1 0 1 1 3 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 3 1 2 6 0 0 0 0 0 0 1 0 0 2 4 0 EB WB NB SB Total East 4:45 PM 0 0 2 1 3 0 0 0 -0%0%HV%-3%0%0%- 0 0 4:15 PM 1 0 1 3 5 0 0 0 0 0 0 0 0 West North South 4:00 PM 1 1 0 1 11 152 13 0 26 282240417400 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 8%-0%2%0%1%2%0%0% Peak Hour All 0 29 7 84 0 23 454 36 1 0 0 5 0 8 0000001 24 656 0 HV 0 1 0 0 0 Count Total 0 81 16 65 0 115 20 54 747 51 1,747 0 40 16017102161020000 0 16 2 39 188 7:45 PM 0 1 0 0 0 0 2 14 1 0 43 224 7:30 PM 0 1 1 1 0 0 1 9 0 1 0 25 0021100 0 13 0 38 287 7:15 PM 0 2 1 1 1 0 1 18 1 0 68 359 7:00 PM 0 1 0 1 0 1 1 23 0 0 0 33 1001102 0 36 0 75 460 6:45 PM 0 5 1 1 3 0 0 24 2 0 106 536 6:30 PM 0 5 0 3 0 2 0 34 0 0 0 52 0072400 3 46 4 110 596 6:15 PM 0 4 1 2 6 0 1 28 1 0 169 656 6:00 PM 0 7 0 5 0 8 1 36 4 0 10 65 401431401 7 60 8 151 643 5:45 PM 0 7 3 8 3 0 5 36 3 0 166 640 5:30 PM 0 7 0 11 0 8 3 41 4 0 3 79 7091900 6 78 5 170 619 5:15 PM 0 10 0 3 14 0 5 39 2 0 156 572 5:00 PM 0 5 4 2 0 10 0 32 1 0 3 59 60182905 7 58 7 148 0 4:45 PM 0 10 2 9 10 0 0 37 7 0 145 0 4:30 PM 0 2 0 7 0 13 0 39 6 0 8 61 40100100 5 50 2 123 0 4:15 PM 0 8 1 7 8 0 1 27 3 04:00 PM 0 6 2 4 0 11 4 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min TotalUTLTTHRTTHRT Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 2340 County Road 100 - Colorado Extreme 73 www.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 0 0 0 0000 0 0 0 0 Peak Hour 0 0Count Total 0 0000 0 0 7:45 PM 0 0 0 0 0 7:30 PM 0000000000 0 0 0 0 7:15 PM 0 0 0 0 7:00 PM 0000 0 0 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 PM 0000000 0 0 6:15 PM 0 0 0 0 6:00 PM 0000000 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 5:30 PM 0000000 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 0 04:00 PM RT 8 0 Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One Hour 0 1 0 0 5 0010000 RTTHLT RTTHLTRT 0 13 0 27 0 Peak Hour 0 1 0 0 3 0 0 4 1 0Count Total 0 2 0 2 0 2 0 0 0000000000000 0 0 0 0 0 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 1 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 4 6:45 PM 0 0 0 0 0 0 0 0 0 0 1 5 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 7 6:15 PM 0 1 0 0 0 0 0 0 0 0 3 8 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 2 0010000 0 1 0 1 8 5:45 PM 0 0 0 0 0 0 0 0 0 0 3 13 5:30 PM 0 0 0 0 0 0 0 0 1 0 0 1 0000000 0 1 0 1 15 5:15 PM 0 1 0 0 0 0 0 0 0 0 3 18 5:00 PM 0 0 0 0 0 0 0 2 0 0 0 1 0000000 0 2 0 6 0 4:45 PM 0 0 0 0 2 0 0 1 0 0 5 0 4:30 PM 0 0 0 0 0 1 0 1 0 0 0 3 0000000 0 2 0 4 0 4:15 PM 0 0 0 1 1 0 0 0 0 0 TH RT 4:00 PM 0 0 0 1 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 74 2340 County Road 100 - Colorado Extreme www.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 0 0 0 0Peak Hour 1 0 1 3 5 0 1 0 0 1 0 0 0 0 10:30 AM 10:00 AM 10:15 AM 0 0 0 0 1 0 1 0 1 0 0 1 0 0 9:45 AM 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 0 5 0 HV%-6%0%0%-0%0%0%-0%1%0%0%0%4%0%2%0 Peak Hour All 0 17 3 8 0 18 7 11 0 9 120 8 1 15 81 0 1 0 0 0 3 7 305 0 HV 0 1 0 0 0 0 0 0 0 0 0 0 74 0 10:30 AM 3 1 3 0 4 1 4 0 3 36 3 0 5 19 1 83 305 10:15 AM 6 2 2 0 6 3 3 0 4 22 3 1 4 17 1 78 0 10:00 AM 4 0 2 0 5 1 0 0 1 28 2 0 2 22 3 70 0 9:45 AM 0 4 0 1 0 3 2 4 0 1 34 0 0 4 23 2 Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT Date: 02/25/2023 Peak Hour Count Period: 7:00 AM 11:00 AM SB 2.9%0.90 TOTAL 1.6%0.92 WB 0.0%0.75 NB 0.7%0.82 Peak Hour: 9:45 AM 10:45 AM HV %:PHF EB 3.6%0.70 0 0 0 0 0 0 000 0 1 0 0 0 0 0 N CR 100 SH 82 Frontage Rd SH 82 Frontage Rd CR 1 0 0 Driveway CR 1 0 0 305TEV: 0.92PHF: 7 81 15 10 4 14 9 1 11 7 18 36 260 8 12 0 9 13 7 10 7 0 8 3 17 28 23 0 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 2340 County Road 100 - Colorado Extreme 75 www.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 1 4 00001000 4 0 Peak Hour 1 0 1 3 5 0 1 1 0 0 1 0 0Count Total 6 0 5 5 16 0 0 1 000000010:45 AM 0 0 0 0 0 0 1 0 0 0 0 0 10:30 AM 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10:15 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 1 0 0 0 1 0 0 0 0 0 0 09:45 AM 0 0 0 2 2 0 0 0 0 0 0 0 9:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 1 0 1 0 2 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 7:30 AM 2 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 7:45 AM 1 0 0 0 1 0 0 0 -0%1%HV%-6%0%0%- 0 0 7:15 AM 0 0 2 1 3 0 0 0 0 0 0 0 0 West North South 7:00 AM 0 0 0 0 9 120 8 1 15 8180187110 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%0%0%4%0%2%0%0%0% Peak Hour All 0 17 3 45 0 23 506 34 4 0 0 3 0 5 0000010 7 305 0 HV 0 1 0 0 0 Count Total 1 75 6 17 0 42 7 48 214 19 1,041 0 74 30129300280040502 5 19 1 83 305 10:45 AM 0 1 1 1 4 0 3 36 3 0 74 288 10:30 AM 0 3 1 3 0 4 1 22 3 1 4 17 1063304 2 22 3 70 294 10:15 AM 0 6 2 2 0 0 1 28 2 0 78 280 10:00 AM 0 4 0 2 0 5 1 34 0 0 4 23 2032401 2 16 1 66 266 9:45 AM 0 4 0 1 3 0 0 36 1 1 80 281 9:30 AM 0 3 1 0 0 2 0 42 0 2 4 14 1040900 3 5 1 56 281 9:15 AM 0 3 0 1 1 0 0 31 2 0 64 293 9:00 AM 0 7 0 0 0 6 0 26 7 0 4 16 2000201 7 13 1 81 288 8:45 AM 0 5 0 1 4 0 2 37 2 0 80 257 8:30 AM 0 9 1 1 0 4 0 44 3 0 2 13 1010305 2 8 1 68 204 8:15 AM 1 5 0 2 1 0 3 42 3 0 59 167 8:00 AM 0 5 0 2 0 1 0 39 3 0 1 7 0010200 5 7 1 50 0 7:45 AM 0 6 0 0 3 0 1 26 0 0 27 0 7:30 AM 0 7 0 0 0 0 0 17 1 0 1 4 1010000 2 2 2 31 0 7:15 AM 0 2 0 0 1 0 0 17 1 07:00 AM 0 5 0 1 0 0 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min TotalUTLTTHRTTHRT Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 76 2340 County Road 100 - Colorado Extreme www.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 1 0 000 0 1 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 1000000 1 0 1 0 0000 0 0 0 0 Peak Hour 0 0Count Total 0 0000 1 1 10:45 AM 0 0 0 0 0 10:30 AM 0000000000 0 0 0 0 10:15 AM 0 0 0 0 10:00 AM 0000 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0000000 0 0 9:15 AM 0 0 0 0 9:00 AM 0000000 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 8:30 AM 0000000 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0000 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00000007:15 AM 0 0 0 0 0 0 0 07:00 AM RT 5 0 Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One Hour 1 0 0 0 3 0000000 RTTHLT RTTHLTRT 0 5 0 16 0 Peak Hour 0 1 0 0 0 0 0 5 0 0Count Total 1 5 0 0 0 0 0 0 3000000000000 0 0 0 1 5 10:45 AM 0 0 0 0 0 0 0 1 0 0 1 5 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0000000 0 0 0 1 4 10:15 AM 0 0 0 0 0 0 0 0 0 0 2 5 10:00 AM 0 1 0 0 0 0 0 0 0 0 0 2 0000000 0 0 0 1 3 9:45 AM 0 0 0 0 0 0 0 1 0 0 0 2 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 2 3 9:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 9:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 2 8:45 AM 0 0 0 0 0 0 0 0 0 0 1 5 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 7 8:15 AM 1 0 0 0 0 0 0 0 0 0 1 7 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 1 0 3 0 7:45 AM 0 1 0 0 0 0 0 0 0 0 3 0 7:30 AM 0 2 0 0 0 0 0 2 0 0 0 1 0000000 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 2340 County Road 100 - Colorado Extreme 77 www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00000000 0 0 Peak Hour 9 2 1 0 12 0 0 0 0 0 0 0 0Count Total 17 4 1 1 23 0 0 0 00000008:45 AM 2 0 0 0 2 0 0 0 0 0 0 0 8:30 AM 3 1 0 0 4 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 4 0 1 0 5 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 0 EB WB NB SB Total East 7:45 AM 3 0 0 0 3 0 0 0 -50%-HV%--3%0%- 0 0 7:15 AM 0 1 0 1 2 0 0 0 0 0 0 0 0 West North South 7:00 AM 3 0 0 1 2 0 0 0 1 010214400 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total --0%--3%50%1%- Peak Hour All 0 0 284 0 0 2 0 1 0 0 0 0 0 12 0100100 0 434 0 HV 0 0 9 0 0 Count Total 0 1 448 2 0 3 226 2 0 2 687 0 62 3570000000124000 0 0 1 69 396 8:45 AM 0 0 36 1 0 0 0 0 1 0 122 434 8:30 AM 0 0 40 0 0 0 27 0 0 0 1 0 00028001 0 0 0 104 383 8:15 AM 0 0 92 0 0 0 1 0 0 0 101 330 8:00 AM 0 0 62 1 0 2 38 0 0 0 0 0 00047000 0 0 0 107 0 7:45 AM 0 0 54 0 0 0 0 0 0 0 71 0 7:30 AM 0 0 76 0 0 0 31 0 0 0 1 0 10024000 0 0 0 51 0 7:15 AM 0 0 45 0 0 0 0 0 0 07:00 AM 0 1 43 0 0 0 7 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min TotalUTLTTHRT Date: 02/23/2023 Peak Hour Count Period: 7:00 AM 9:00 AM SB 0.0%0.25 TOTAL 2.8%0.89 TH RT WB 1.4%0.78 NB 50.0%0.50 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 3.2%0.77 0 0 0 0 0 0 000 0 0 0 0 0 0 0 N CO Extreme Drwy CR 100 CR 100 CO E x t r e m e Dr w y CR 100 Dr w y 434TEV: 0.89PHF: 0 0 1 1 0 0 0 144 2 146 2850 002 23 0 1 284 0 285 146 0 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 78 2340 County Road 100 - Colorado Extreme www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 00000 0 0 0 0 Peak Hour 0 0Count Total 0 000000000 0 0 8:45 AM 0 0 0 0 0 8:30 AM 0000000 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0000 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00000007:15 AM 0 0 0 0 0 0 0 07:00 AM RT 12 0 Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min Total Rolling One Hour 0 0 0 0 0 0011001 RTTHLT RTTHLTRT 0 0 1 23 0 Peak Hour 0 0 9 0 0 0 1 0 0 0Count Total 0 1 16 0 0 1 3 2 14000000000000 0 0 0 4 15 8:45 AM 0 0 2 0 0 0 0 0 0 0 5 12 8:30 AM 0 0 3 0 0 0 1 0 0 0 0 0 0000001 0 0 0 3 9 8:15 AM 0 0 4 0 0 0 0 0 0 0 3 9 8:00 AM 0 0 1 0 0 1 1 0 0 0 0 0 0000000 0 0 0 1 0 7:45 AM 0 0 3 0 0 0 0 0 0 0 2 0 7:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 1001000 0 0 0 3 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 TH RT 7:00 AM 0 1 2 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 2340 County Road 100 - Colorado Extreme 79 www.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 0 0 0 0Peak Hour 2 6 0 0 8 0 0 0 0 0 0 0 0 0 5:30 PM 5:00 PM 5:15 PM 0 0 0 1 0 0 1 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 0 8 0 HV%--1%0%-0%2%0%-0%-0%----2%0 Peak Hour All 0 0 163 6 0 10 315 2 0 4 0 7 0 0 0 0 0 0 0 0 0 0 507 0 HV 0 0 2 0 0 0 6 0 0 0 0 0 136 0 5:30 PM 0 48 0 0 0 70 1 0 3 0 6 0 0 0 0 128 507 5:15 PM 0 37 5 0 3 89 0 0 1 0 1 0 0 0 0 118 0 5:00 PM 0 39 0 0 5 81 0 0 0 0 0 0 0 0 0 125 0 4:45 PM 0 0 39 1 0 2 75 1 0 0 0 0 0 0 0 0 Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT Date: 02/23/2023 Peak Hour Count Period: 4:00 PM 8:00 PM SB -- TOTAL 1.6%0.93 WB 1.8%0.89 NB 0.0%0.31 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 1.2%0.88 0 0 0 0 0 0 000 0 0 0 0 0 0 0 N CO Extreme Drwy CR 100 CR 100 CO E x t r e m e Dr w y CR 100 Dr w y 507TEV: 0.93PHF: 0 0 0 0 2 0 2 315 10 327 1700 704 1116 0 6 163 0 169 319 0 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 80 2340 County Road 100 - Colorado Extreme www.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000 0 0 Peak Hour 2 6 0 0 8 0 0 0 0 0 0 0 0Count Total 2 18 1 0 21 0 0 0 00000007:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 2 0 0 2 0 0 0 0 0 0 0 5:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 2 0 EB WB NB SB Total East 4:45 PM 1 1 0 0 2 0 0 0 -0%-HV%--1%0%- 0 0 4:15 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 2 0 0 4 0 7 0 0 0601031520 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%----2%0%2%0% Peak Hour All 0 0 163 5 0 24 1 22 0 0 0 0 0 8 0600000 0 507 0 HV 0 0 2 0 0 Count Total 0 2 475 26 1 27 839 0 1 2 1,425 0 43 1631100000013003 0 0 0 36 166 7:45 PM 0 0 23 2 0 0 0 0 1 0 46 206 7:30 PM 0 0 17 1 0 0 17 0 0 0 0 0 00027000 0 0 0 38 251 7:15 PM 0 0 18 1 0 0 1 0 1 0 46 305 7:00 PM 0 0 14 0 1 0 21 0 1 0 0 0 00025001 0 0 0 76 376 6:45 PM 0 0 19 0 0 0 7 0 4 0 91 428 6:30 PM 0 0 24 0 0 2 39 0 0 0 0 0 00153002 0 0 0 92 473 6:15 PM 0 1 26 8 2 0 2 0 0 0 117 506 6:00 PM 0 0 27 1 0 3 57 0 3 0 0 0 00077100 0 0 0 128 507 5:45 PM 0 0 35 1 1 0 3 0 6 0 136 488 5:30 PM 0 0 48 0 0 0 70 0 1 0 0 0 00389001 0 0 0 125 475 5:15 PM 0 0 37 5 0 0 0 0 0 0 118 451 5:00 PM 0 0 39 0 0 5 81 0 0 0 0 0 00275100 0 0 0 109 0 4:45 PM 0 0 39 1 0 0 0 0 0 0 123 0 4:30 PM 0 0 33 3 0 1 72 0 4 0 0 0 10662002 0 1 1 101 0 4:15 PM 0 0 45 3 0 0 2 0 0 04:00 PM 0 1 31 0 0 4 61 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min TotalUTLTTHRTTHRT Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 2340 County Road 100 - Colorado Extreme 81 www.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 0 0 0 0000 0 0 0 0 Peak Hour 0 0Count Total 0 0000 0 0 7:45 PM 0 0 0 0 0 7:30 PM 0000000000 0 0 0 0 7:15 PM 0 0 0 0 7:00 PM 0000 0 0 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 PM 0000000 0 0 6:15 PM 0 0 0 0 6:00 PM 0000000 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 5:30 PM 0000000 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 0 04:00 PM RT 8 0 Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min Total Rolling One Hour 0 0 0 0 0 0006000 RTTHLT RTTHLTRT 0 0 0 21 0 Peak Hour 0 0 2 0 0 0 0 0 1 0Count Total 0 0 2 0 0 0 18 0 1000000000000 0 0 0 0 2 7:45 PM 0 0 0 0 0 0 0 0 0 0 1 2 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0001000 0 0 0 0 2 7:15 PM 0 0 0 0 0 0 0 0 0 0 1 2 7:00 PM 0 0 0 0 0 0 0 0 1 0 0 0 0000000 0 0 0 0 3 6:45 PM 0 0 0 0 0 0 0 0 0 0 1 4 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0001000 0 0 0 0 6 6:15 PM 0 0 0 0 0 0 0 0 0 0 2 8 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0002000 0 0 0 1 8 5:45 PM 0 0 0 0 0 0 0 0 0 0 3 10 5:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 0002000 0 0 0 2 10 5:15 PM 0 0 1 0 0 0 0 0 0 0 2 10 5:00 PM 0 0 0 0 0 0 2 0 0 0 0 0 0001000 0 0 0 3 0 4:45 PM 0 0 1 0 0 0 0 0 0 0 3 0 4:30 PM 0 0 0 0 0 0 3 0 0 0 0 0 0003000 0 0 0 2 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 2 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 82 2340 County Road 100 - Colorado Extreme www.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 2 0 0 2Peak Hour 1 2 0 1 4 0 0 0 0 0 0 2 0 0 10:30 AM 10:00 AM 10:15 AM 0 0 1 0 0 1 2 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 1 4 0 HV%--1%0%-0%1%100%-------50%2%0 Peak Hour All 0 0 120 1 0 3 97 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 224 0 HV 0 0 1 0 0 0 1 1 0 0 0 0 48 0 10:30 AM 0 38 0 0 0 28 0 0 0 0 0 0 0 0 2 68 224 10:15 AM 0 28 0 0 0 19 1 0 0 0 0 0 0 0 0 52 0 10:00 AM 0 28 0 0 2 26 0 0 0 0 0 0 0 0 0 56 0 9:45 AM 0 0 26 1 0 1 24 0 0 0 0 0 0 0 0 0 Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT Date: 02/25/2023 Peak Hour Count Period: 7:00 AM 11:00 AM SB 50.0%0.25 TOTAL 1.8%0.82 WB 2.0%0.90 NB -- Peak Hour: 9:45 AM 10:45 AM HV %:PHF EB 0.8%0.80 0 0 0 0 0 0 000 0 0 0 0 0 2 0 N CO Extreme Drwy CR 100 CR 100 CO E x t r e m e Dr w y CR 100 Dr w y 224TEV: 0.82PHF: 2 0 0 2 1 0 1 97 3 101 1200 000 04 0 1 120 0 121 99 0 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 2340 County Road 100 - Colorado Extreme 83 www.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 20000020 0 0 Peak Hour 1 2 0 1 4 0 0 0 0 0 0 0 2Count Total 6 3 0 1 10 0 0 0 000000010:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 10:30 AM 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 10:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 09:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 9:30 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 1 0 0 0 1 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 7:45 AM 0 0 0 0 0 0 0 0 ---HV%--1%0%- 0 0 7:15 AM 2 0 0 0 2 0 0 0 0 0 0 0 0 West North South 7:00 AM 0 0 0 0 0 0 0 0 0 01039710 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ----50%2%0%1%100% Peak Hour All 0 0 120 2 0 2 0 2 0 0 0 0 1 4 0110000 2 224 0 HV 0 0 1 0 0 Count Total 0 0 497 2 0 8 233 0 1 2 749 0 52 2240000000023001 0 0 2 68 224 10:45 AM 0 0 28 0 0 0 0 0 0 0 48 211 10:30 AM 0 0 38 0 0 0 28 0 0 0 0 0 00019100 0 0 0 56 216 10:15 AM 0 0 28 0 0 0 0 0 0 0 52 197 10:00 AM 0 0 28 0 0 2 26 0 0 0 0 0 00124000 0 1 0 55 196 9:45 AM 0 0 26 1 0 0 0 0 1 0 53 189 9:30 AM 0 0 37 0 0 2 14 0 1 0 0 0 00016001 0 0 0 37 197 9:15 AM 0 0 35 0 0 0 0 0 0 0 51 206 9:00 AM 0 0 26 1 0 0 10 0 0 0 0 0 00118000 0 0 0 48 201 8:45 AM 0 0 32 0 0 0 0 0 0 0 61 184 8:30 AM 0 0 35 0 0 1 12 0 0 0 0 0 00015000 0 0 0 46 148 8:15 AM 0 0 46 0 0 0 0 0 0 0 46 122 8:00 AM 0 0 36 0 0 0 10 0 0 0 0 0 0015100 0 0 0 31 0 7:45 AM 0 0 39 0 0 0 0 0 0 0 25 0 7:30 AM 0 0 25 0 0 0 6 0 0 0 0 0 0004000 0 0 0 20 0 7:15 AM 0 0 21 0 0 0 0 0 0 07:00 AM 0 0 17 0 0 0 3 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min TotalUTLTTHRTTHRT Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 84 2340 County Road 100 - Colorado Extreme www.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 0 0 0 0000 0 0 0 0 Peak Hour 0 0Count Total 0 0000 0 0 10:45 AM 0 0 0 0 0 10:30 AM 0000000000 0 0 0 0 10:15 AM 0 0 0 0 10:00 AM 0000 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0000000 0 0 9:15 AM 0 0 0 0 9:00 AM 0000000 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 8:30 AM 0000000 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0000 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00000007:15 AM 0 0 0 0 0 0 0 07:00 AM RT 4 0 Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min Total Rolling One Hour 0 0 0 0 0 1001100 RTTHLT RTTHLTRT 0 0 1 10 0 Peak Hour 0 0 1 0 1 0 0 0 0 0Count Total 0 0 6 0 0 0 2 0 3000000000000 0 0 1 2 4 10:45 AM 0 0 0 0 0 0 0 0 0 0 1 3 10:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0000100 0 0 0 0 2 10:15 AM 0 0 0 0 0 0 0 0 0 0 1 3 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0001000 0 0 0 1 2 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 9:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 1 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 1 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 2 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 4 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 3 8:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 2 0 7:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 0000000 0 0 0 0 0 7:15 AM 0 0 2 0 0 0 0 0 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com 2340 County Road 100 - Colorado Extreme 85 Location: CO Extreme Drwy S/O CR 100 Date:02-23-2022 Site Code: 1 NB SB NB SB NB SB 0:00 0 0 0 0 0:00 0 0 0:15 0000 0:15 00 0:30 0 0 0 0 0:30 0 0 0:45 0 0 0 0 0:45 0 0 1:00 0 0 0 0 1:00 0 0 1:15 0 0 0 0 1:15 0 0 1:30 0 0 0 0 1:30 0 0 1:45 0 0 0 0 1:45 0 0 2:00 0 0 0 0 2:00 0 0 2:15 0 0 0 0 2:15 0 0 2:30 0 0 0 0 2:30 0 0 2:45 0 0 0 0 2:45 0 0 3:00 0 0 0 0 3:00 0 0 3:15 0000 3:15 00 3:30 0 0 0 0 3:30 0 0 3:45 0 0 0 0 3:45 0 0 4:00 0 0 0 0 4:00 0 0 4:15 0 0 0 0 4:15 0 0 4:30 0 0 0 0 4:30 0 0 4:45 0 0 0 0 4:45 0 0 5:00 0 0 0 0 5:00 0 0 5:15 0 0 0 0 5:15 0 0 5:30 0 0 0 0 5:30 0 0 5:45 0 0 0 0 5:45 0 0 6:00 0 0 0 0 6:00 0 0 6:15 0000 6:15 00 6:30 0 0 0 0 6:30 0 0 6:45 0 0 0 0 6:45 0 0 7:00 0 0 0 0 7:00 0 0 7:15 0 0 0 0 7:15 0 0 7:30 0 0 0 0 7:30 0 0 7:45 0 0 0 0 7:45 0 0 8:00 1201 8:00 00 8:15 0010 58:15 00 8:30 1000 68:30 00 8:45 0200 88:45 00 9:00 0100 59:00 00 9:15 0100 59:15 00 9:30 2000 69:30 00 9:45 0000 9:45 00 10:00 0000 10:00 00 10:15 0000 10:15 00 10:30 2000 10:30 00 10:45 0000 10:45 00 11:00 0100 11:00 00 11:15 1100 11:15 00 11:30 0000 11:30 00 11:45 0000 11:45 00 0 0 0 0 0 0 0 0 0 0 8 TotalTimeVolume 0 0 Bikes on Road 2 3 0 0 0 4 0 0 0 0 0 Total Light Vehicles Heavy Vehicles Time Volume Volume 86 2340 County Road 100 - Colorado Extreme Location: CO Extreme Drwy S/O CR 100 Date:02-23-2022 Site Code: 1 12:00 0100 12:00 00 12:15 0000 12:15 00 12:30 0000 12:30 00 12:45 1000 12:45 00 13:00 0100 13:00 00 13:15 2200 13:15 00 13:30 0000 13:30 00 13:45 0100 13:45 00 14:00 0000 14:00 00 14:15 0000 14:15 00 14:30 0000 14:30 00 14:45 1100 14:45 00 15:00 0011 15:00 00 15:15 0100 15:15 00 15:30 0000 15:30 00 15:45 1200 15:45 00 16:00 0 5 0 0 16:00 0 0 16:15 2 9 0 0 16:15 0 0 16:30 6 3 0 0 16:30 0 0 16:45 0 4 0 0 16:45 0 0 17:00 0 5 0 0 17:00 0 0 17:15 2 8 0 0 17:15 0 0 17:30 9 0 0 0 28 17:30 0 0 17:45 4 1 0 0 29 17:45 0 0 18:00 1 4 0 0 29 18:00 0 0 18:15 2900 30 18:15 00 18:30 11 2 0 0 34 18:30 0 0 18:45 3 0 0 0 32 18:45 0 0 19:00 1000 28 19:00 00 19:15 0 1 0 0 18 19:15 0 0 19:30 1 1 0 0 7 19:30 0 0 19:45 5 2 0 0 11 19:45 0 0 20:00 10 0 0 0 20 20:00 0 0 20:15 1 0 0 0 20 20:15 0 0 20:30 0 0 0 0 18 20:30 0 0 20:45 0 0 0 0 20:45 0 0 21:00 0 0 0 0 21:00 0 0 21:15 0000 21:15 00 21:30 0 0 0 0 21:30 0 0 21:45 0 0 0 0 21:45 0 0 22:00 0 0 0 0 22:00 0 0 22:15 0000 22:15 00 22:30 0 0 0 0 22:30 0 0 22:45 0 0 0 0 22:45 0 0 23:00 0 0 0 0 23:00 0 0 23:15 0 0 0 0 23:15 0 0 23:30 0 0 0 0 23:30 0 0 23:45 0 0 0 0 23:45 0 0 24‐HOUR TOTAL 70 71 2 2 145 24‐HOUR TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 6 29 0 0 0 11 0 0 0 29 32 11 2 6 2 2340 County Road 100 - Colorado Extreme 87 Location: CO Extreme Drwy S/O CR 100 Date:02-25-2023 Site Code: 1 NB SB NB SB NB SB 0:00 0 0 0 0 0:00 0 0 0:15 0 000 0:15 00 0:30 0 0 0 0 0:30 0 0 0:45 0 0 0 0 0:45 0 0 1:00 0 0 0 0 1:00 0 0 1:15 0 0 0 0 1:15 0 0 1:30 0 0 0 0 1:30 0 0 1:45 0 0 0 0 1:45 0 0 2:00 0 0 0 0 2:00 0 0 2:15 0 0 0 0 2:15 0 0 2:30 0 0 0 0 2:30 0 0 2:45 0 0 0 0 2:45 0 0 3:00 0 0 0 0 3:00 0 0 3:15 0 000 3:15 00 3:30 0 0 0 0 3:30 0 0 3:45 0 0 0 0 3:45 0 0 4:00 0 0 0 0 4:00 0 0 4:15 0 0 0 0 4:15 0 0 4:30 0 0 0 0 4:30 0 0 4:45 0 0 0 0 4:45 0 0 5:00 0 0 0 0 5:00 0 0 5:15 0 0 0 0 5:15 0 0 5:30 0 0 0 0 5:30 0 0 5:45 0 0 0 0 5:45 0 0 6:00 0 0 0 0 6:00 0 0 6:15 0 000 6:15 00 6:30 0 0 0 0 6:30 0 0 6:45 0 0 0 0 6:45 0 0 7:00 0 0 0 0 7:00 0 0 7:15 0 0 0 0 7:15 0 0 7:30 0 0 0 0 7:30 0 0 7:45 0 1 0 0 7:45 0 0 8:00 0 000 8:00 00 8:15 0 000 8:15 00 8:30 0 100 8:30 00 8:45 0 100 8:45 00 9:00 0 100 9:00 00 9:15 2 000 9:15 00 9:30 1 300 9:30 00 9:45 0 200 9:45 00 10:00 0 200 10 10:00 00 10:15 0 000 8 10:15 00 10:30 0 000 4 10:30 00 10:45 1 000 3 10:45 00 11:00 4 000 5 11:00 00 11:15 2 000 7 11:15 00 11:30 0 000 11:30 00 11:45 0 000 11:45 00 0 0 0 0 Bikes on Road TotalTimeVolume 0 0 0 0 0 0 0 0 1 2 9 0 0 0 0 0 Total Light Vehicles Heavy Vehicles Time Volume Volume 30 60 88 2340 County Road 100 - Colorado Extreme Location: CO Extreme Drwy S/O CR 100 Date:02-25-2023 Site Code: 1 12:00 0 000 12:00 00 12:15 0 001 12:15 00 12:30 0 000 12:30 00 12:45 0 000 12:45 00 13:00 0 100 13:00 00 13:15 0 000 13:15 00 13:30 0 000 13:30 00 13:45 0 010 13:45 00 14:00 0 000 14:00 00 14:15 1 000 14:15 00 14:30 1 100 14:30 00 14:45 0 000 14:45 00 15:00 0 000 15:00 00 15:15 0 000 15:15 00 15:30 1 100 15:30 00 15:45 0 100 15:45 00 16:00 0 0 0 0 16:00 0 0 16:15 0 0 0 0 16:15 0 0 16:30 0 0 0 0 16:30 0 0 16:45 0 0 0 0 16:45 0 0 17:00 0 0 0 0 17:00 0 0 17:15 0 2 0 0 2 17:15 0 0 17:30 0 4 0 0 6 17:30 0 0 17:45 0 8 0 0 14 17:45 0 0 18:00 1 5 0 0 20 18:00 0 0 18:15 3 600 27 18:15 00 18:30 0 9 0 0 32 18:30 0 0 18:45 0 3 0 0 27 18:45 0 0 19:00 0 000 21 19:00 00 19:15 3 0 0 0 15 19:15 0 0 19:30 3 2 0 0 11 19:30 0 0 19:45 1 0 0 0 9 19:45 0 0 20:00 2 1 0 0 12 20:00 0 0 20:15 2 0 0 0 11 20:15 0 0 20:30 13 0 0 0 19 20:30 0 0 20:45 9 0 0 0 27 20:45 0 0 21:00 4 1 0 0 29 21:00 0 0 21:15 1 000 28 21:15 00 21:30 0 0 0 0 15 21:30 0 0 21:45 0 0 0 0 6 21:45 0 0 22:00 1 0 0 0 22:00 0 0 22:15 0 000 22:15 00 22:30 0 0 0 0 22:30 0 0 22:45 0 0 0 0 22:45 0 0 23:00 0 0 0 0 23:00 0 0 23:15 0 0 0 0 23:15 0 0 23:30 0 0 0 0 23:30 0 0 23:45 0 0 0 0 23:45 0 0 24‐HOUR TOTAL 56 56 1 1 114 24‐HOUR TOTAL 0 0 0 10 20 30 30 00 14 0 27 0 10 00 90 27 0 60 2340 County Road 100 - Colorado Extreme 89 Location: CR 100 W/O CO Extreme Drwy Date:02-23-2022 Site Code: 3 WB EB WB EB WB EB 0:00 2 1 0 0 0:00 0 0 0:15 0000 0:15 00 0:30 0 0 0 0 0:30 0 0 0:45 3 0 0 0 0:45 0 0 1:00 1 1 0 0 1:00 0 0 1:15 0 1 0 0 1:15 0 0 1:30 1 0 0 0 1:30 0 0 1:45 1 1 0 0 1:45 0 0 2:00 1 1 0 0 2:00 0 0 2:15 0 0 0 0 2:15 0 0 2:30 1 2 0 0 2:30 0 0 2:45 0 0 0 0 2:45 0 0 3:00 0 1 0 0 3:00 0 0 3:15 0000 3:15 00 3:30 0 1 0 0 3:30 0 0 3:45 0 1 0 0 3:45 0 0 4:00 1 1 0 0 4:00 0 0 4:15 0 3 0 0 4:15 0 0 4:30 1 1 0 0 4:30 0 0 4:45 0 1 0 0 4:45 0 0 5:00 0 5 0 0 5:00 0 0 5:15 5 4 0 0 5:15 0 0 5:30 2 8 0 0 5:30 0 0 5:45 3 6 0 0 5:45 0 0 6:00 2 17 0 1 6:00 0 0 6:15 5 23 0 3 6:15 00 6:30 5 38 1 5 6:30 0 0 6:45 7 37 1 4 6:45 0 0 7:00 7 41 0 3 7:00 0 0 7:15 23 45 2 0 7:15 0 0 7:30 31 75 0 1 277 7:30 0 0 7:45 47 51 0 3 329 7:45 0 0 8:00 38 62 1 1 380 8:00 00 8:15 28 88 1 4 431 8:15 00 8:30 27 37 1 3 392 8:30 00 8:45 24 35 0 2 352 8:45 00 9:00 24 39 01 9:00 00 9:15 19 30 0 2 9:15 00 9:30 17 24 1 0 9:30 00 9:45 26 34 0 0 9:45 00 10:00 28 22 2 2 10:00 00 10:15 29 31 0 3 10:15 00 10:30 26 27 0 1 10:30 00 10:45 20 28 3 1 10:45 00 11:00 21 26 1 1 11:00 00 11:15 28 25 1 1 11:15 00 11:30 21 24 2 0 11:30 00 11:45 42 29 1 0 11:45 00 Light Vehicles Heavy Vehicles Time Volume Volume 0 0 0 223 223 33 149 329 352 217 5 TotalTimeVolume 0 0 Bikes on Road 6 6 3 8 Total 0 0 0 0 0 0 0 90 2340 County Road 100 - Colorado Extreme Location: CR 100 W/O CO Extreme Drwy Date:02-23-2022 Site Code: 3 12:00 17 37 3 3 12:00 00 12:15 30 22 0 2 12:15 00 12:30 25 31 1 1 12:30 00 12:45 32 32 1 0 12:45 00 13:00 28 32 5 3 13:00 00 13:15 22 25 1 3 13:15 00 13:30 29 31 3 1 13:30 00 13:45 33 19 0 0 13:45 00 14:00 30 32 7 3 14:00 00 14:15 32 29 3 1 14:15 00 14:30 39 21 0 0 14:30 00 14:45 55 34 1 2 14:45 00 15:00 42 29 1 1 15:00 00 15:15 33 42 3 1 15:15 00 15:30 52 41 6 1 15:30 00 15:45 58 33 4 1 15:45 00 16:00 62 32 2 0 16:00 0 0 16:15 62 48 3 0 16:15 0 0 16:30 69 36 3 0 16:30 0 0 16:45 74 39 1 1 432 16:45 0 0 17:00 79 39 2 0 456 17:00 0 0 17:15 88 41 2 1 475 17:15 0 0 17:30 72 48 1 0 488 17:30 0 0 17:45 75 36 2 0 486 17:45 0 0 18:00 59 28 0 0 453 18:00 0 0 18:15 54 35 1 0 411 18:15 00 18:30 46 24 0 0 18:30 0 0 18:45 26 19 0 0 18:45 0 0 19:00 22 14 0 0 19:00 00 19:15 26 19 1 0 19:15 0 0 19:30 17 18 0 0 19:30 0 0 19:45 16 25 0 0 19:45 0 0 20:00 12 15 0 0 20:00 0 0 20:15 13 17 0 0 20:15 0 0 20:30 11 17 0 0 20:30 0 0 20:45 13 18 0 0 20:45 0 0 21:00 14 15 0 0 21:00 0 0 21:15 6900 21:15 00 21:30 12 8 0 0 21:30 0 0 21:45 7 4 0 0 21:45 0 0 22:00 12 12 0 0 22:00 0 0 22:15 4700 22:15 00 22:30 6 3 0 1 22:30 0 0 22:45 5 4 0 0 22:45 0 0 23:00 0 5 0 0 23:00 0 0 23:15 1 4 0 0 23:15 0 0 23:30 4 1 0 0 23:30 0 0 23:45 6 0 0 0 23:45 0 0 24‐HOUR TOTAL 2097 2057 75 68 4297 24‐HOUR TOTAL 000 348 432 237 235 289 116 75 54 21 486 292 158 0 0 0 0 0 0 0 0 0 0 0 0 2340 County Road 100 - Colorado Extreme 91 Location: CR 100 W/O CO Extreme Drwy Date:02-25-2023 Site Code: 3 WB EB WB EB WB EB 0:00 6 6 0 0 0:00 0 0 0:15 2 000 0:15 00 0:30 0 0 0 0 0:30 0 0 0:45 2 2 0 0 0:45 0 0 1:00 2 1 0 0 1:00 0 0 1:15 1 1 0 0 1:15 0 0 1:30 2 2 0 0 1:30 0 0 1:45 0 0 0 0 1:45 0 0 2:00 0 1 0 0 2:00 0 0 2:15 2 1 0 0 2:15 0 0 2:30 1 1 0 0 2:30 0 0 2:45 0 0 0 0 2:45 0 0 3:00 1 0 0 0 3:00 0 0 3:15 1 000 3:15 00 3:30 2 0 0 0 3:30 0 0 3:45 1 1 0 0 3:45 0 0 4:00 0 2 0 0 4:00 0 0 4:15 0 2 0 0 4:15 0 0 4:30 0 2 0 0 4:30 0 0 4:45 0 1 0 0 4:45 0 0 5:00 1 3 0 0 5:00 0 0 5:15 0 4 0 0 5:15 0 0 5:30 1 3 0 0 5:30 0 0 5:45 1 2 0 0 5:45 0 0 6:00 0 4 0 1 6:00 0 0 6:15 1 801 6:15 00 6:30 2 11 0 2 6:30 0 0 6:45 2 21 0 1 6:45 0 0 7:00 3 17 0 0 7:00 0 0 7:15 4 19 0 2 7:15 0 0 7:30 5 25 1 0 7:30 0 0 7:45 5 39 0 0 7:45 0 0 8:00 10 35 0 1 8:00 00 8:15 15 46 0 0 8:15 00 8:30 12 35 0 0 8:30 00 8:45 18 32 0 0 8:45 00 9:00 10 26 01 9:00 00 9:15 17 35 0 0 9:15 00 9:30 14 36 0 1 9:30 00 9:45 23 27 1 0 9:45 00 10:00 26 28 0 0 10:00 00 10:15 19 28 0 0 10:15 00 10:30 29 37 1 1 220 10:30 00 10:45 24 28 0 0 221 10:45 00 11:00 32 15 0 0 214 11:00 00 11:15 22 29 0 0 218 11:15 00 11:30 24 36 0 0 210 11:30 10 11:45 34 26 2 0 220 11:45 00 221 0 220 1 Total Light Vehicles Heavy Vehicles Time Volume Volume 191 18 9 6 6 7 15 0 54 120 204 Time Volume 0 0 0 0 0 0 0 Bikes on Road Total 0 0 92 2340 County Road 100 - Colorado Extreme Location: CR 100 W/O CO Extreme Drwy Date:02-25-2023 Site Code: 3 12:00 16 28 4 0 221 12:00 00 12:15 24 25 1 0 220 12:15 01 12:30 26 32 0 1 219 12:30 01 12:45 23 24 1 0 205 12:45 00 13:00 23 26 0 0 206 13:00 12 13:15 23 38 0 1 218 13:15 00 13:30 36 28 0 0 223 13:30 20 13:45 33 28 1 0 237 13:45 00 14:00 29 21 0 0 238 14:00 00 14:15 37 44 2 0 259 14:15 01 14:30 30 31 0 0 256 14:30 00 14:45 40 27 0 0 261 14:45 00 15:00 44 27 0 0 282 15:00 00 15:15 38 28 0 1 266 15:15 10 15:30 62 17 0 0 284 15:30 00 15:45 46 33 1 0 297 15:45 00 16:00 39 35 1 1 302 16:00 0 0 16:15 63 29 0 0 327 16:15 0 1 16:30 69 21 0 0 338 16:30 0 0 16:45 52 24 0 0 334 16:45 0 0 17:00 50 24 0 0 332 17:00 0 0 17:15 49 29 0 0 318 17:15 0 0 17:30 39 28 0 0 295 17:30 0 0 17:45 43 33 0 0 295 17:45 0 0 18:00 35 20 0 1 277 18:00 0 0 18:15 40 28 0 0 267 18:15 00 18:30 31 20 1 0 252 18:30 0 0 18:45 26 20 0 0 222 18:45 0 0 19:00 19 17 0 0 202 19:00 00 19:15 19 16 0 2 171 19:15 0 0 19:30 18 15 0 0 152 19:30 0 0 19:45 12 21 0 0 139 19:45 0 0 20:00 7 16 0 0 20:00 0 0 20:15 10 10 0 0 20:15 0 0 20:30 15 10 1 0 20:30 0 0 20:45 5 18 0 0 20:45 0 0 21:00 19 15 0 0 21:00 0 0 21:15 11 800 21:15 00 21:30 13 10 0 0 21:30 0 0 21:45 16 13 1 0 21:45 0 0 22:00 12 15 0 0 22:00 0 0 22:15 12 700 22:15 00 22:30 10 3 0 0 22:30 0 0 22:45 6 4 0 0 22:45 0 0 23:00 4 6 0 0 23:00 0 0 23:15 8 4 0 0 23:15 0 0 23:30 7 5 0 1 23:30 0 0 23:45 4 3 0 0 23:45 0 0 24‐HOUR TOTAL 1670 1662 19 19 3370 24‐HOUR TOTAL 5 6 11 69 0 42 0 139 0 92 0 106 0 334 1 295 0 222 0 237 5 261 1 297 1 205 2 2340 County Road 100 - Colorado Extreme 93 Location: CR 100 N/O Roaring Fork Bridge Date:02-23-2022 Site Code: 4 NB SB NB SB NB SB 0:00 1 2 0 0 0:00 0 0 0:15 0000 0:15 00 0:30 0 0 0 0 0:30 0 0 0:45 0 3 0 0 0:45 0 0 1:00 1 1 0 0 1:00 0 0 1:15 1 0 0 0 1:15 0 0 1:30 0 1 0 0 1:30 0 0 1:45 0 0 0 0 1:45 0 0 2:00 1 1 0 0 2:00 0 0 2:15 0 0 0 0 2:15 0 0 2:30 2 1 0 0 2:30 0 0 2:45 0 0 0 0 2:45 0 0 3:00 0 0 0 0 3:00 0 0 3:15 1000 3:15 00 3:30 1 0 0 0 3:30 0 0 3:45 1 0 0 0 3:45 0 0 4:00 0 0 1 1 4:00 0 0 4:15 2 0 0 0 4:15 0 0 4:30 1 1 0 0 4:30 0 0 4:45 2 0 0 0 4:45 0 0 5:00 6 0 0 0 5:00 0 0 5:15 4 5 0 0 5:15 0 0 5:30 8 3 0 0 5:30 0 0 5:45 4 2 0 0 5:45 0 0 6:00 16 2 2 0 6:00 0 0 6:15 18540 6:15 00 6:30 41 5 4 1 6:30 0 0 6:45 36 7 5 1 6:45 0 0 7:00 36 6 1 2 7:00 0 0 7:15 49 21 2 2 219 7:15 0 0 7:30 70 34 1 0 273 7:30 0 0 7:45 52 46 3 0 325 7:45 0 0 8:00 59 37 1 2 379 8:00 00 8:15 93 28 3 1 430 8:15 00 8:30 41 25 2 0 393 8:30 00 8:45 32 25 2 0 351 8:45 00 9:00 39 22 20 315 9:00 00 9:15 30 20 1 0 241 9:15 00 9:30 23 15 1 2 9:30 00 9:45 32 25 0 3 9:45 00 10:00 25 26 2 1 10:00 00 10:15 25 29 4 0 10:15 00 10:30 30 27 1 1 10:30 00 10:45 25 17 1 2 10:45 00 11:00 30 22 1 1 11:00 00 11:15 22 24 1 2 11:15 00 11:30 21 21 3 3 11:30 00 11:45 33 38 0 2 11:45 00 0 0 0 0 0 0 0 Bikes on Road 6 4 3 8 Total TotalTimeVolume 0 0 0 0 0 216 224 32 147 325 351 215 5 Light Vehicles Heavy Vehicles Time Volume Volume 94 2340 County Road 100 - Colorado Extreme Location: CR 100 N/O Roaring Fork Bridge Date:02-23-2022 Site Code: 4 12:00 35 22 2 2 12:00 00 12:15 20 28 2 1 12:15 00 12:30 31 18 0 1 12:30 00 12:45 33 35 0 1 12:45 00 13:00 33 29 3 5 13:00 00 13:15 24 21 3 1 13:15 00 13:30 26 28 1 3 13:30 00 13:45 25 35 1 1 13:45 00 14:00 29 32 2 5 14:00 00 14:15 30 31 1 3 14:15 00 14:30 21 40 0 0 14:30 00 14:45 28 53 1 1 14:45 00 15:00 35 38 2 1 15:00 00 15:15 40 33 2 3 15:15 00 15:30 39 54 1 6 15:30 00 15:45 35 62 1 4 15:45 00 16:00 30 55 0 4 16:00 0 0 16:15 39 78 2 4 16:15 0 0 16:30 37 66 1 4 422 16:30 0 0 16:45 35 80 1 3 439 16:45 0 0 17:00 47 83 0 0 480 17:00 0 0 17:15 36 79 1 2 475 17:15 0 0 17:30 46 75 0 1 489 17:30 0 0 17:45 40 74 0 3 487 17:45 0 0 18:00 29 55 0 1 442 18:00 0 0 18:15 29 52 0 1 406 18:15 00 18:30 26 43 0 0 353 18:30 0 0 18:45 20 23 0 0 18:45 0 0 19:00 18 22 0 0 19:00 00 19:15 12 27 0 1 19:15 0 0 19:30 16 15 0 0 19:30 0 0 19:45 22 15 0 0 19:45 0 0 20:00 19 5 0 0 20:00 0 0 20:15 21 16 0 0 20:15 0 0 20:30 18 8 0 0 20:30 0 0 20:45 18 15 0 0 20:45 0 0 21:00 16 15 0 0 21:00 0 0 21:15 10600 21:15 00 21:30 10 13 0 0 21:30 0 0 21:45 4 7 0 1 21:45 0 0 22:00 12 10 0 0 22:00 0 0 22:15 7500 22:15 00 22:30 2 5 1 0 22:30 0 0 22:45 3 5 1 0 22:45 0 0 23:00 5 0 0 0 23:00 0 0 23:15 4 1 0 0 23:15 0 0 23:30 1 5 0 0 23:30 0 0 23:45 0 5 0 0 23:45 0 0 24‐HOUR TOTAL 2030 2069 77 90 4266 24‐HOUR TOTAL 000 0 0 0 0 0 0 0 0 0 0 0 0 120 82 51 21 487 279 148 356 439 231 239 277 2340 County Road 100 - Colorado Extreme 95 Location: CR 100 E/O Snowmass Dr Date:02-23-2022 Site Code: 5 WB EB WB EB WB EB 0:00 2 1 0 0 0:00 0 0 0:15 1000 0:15 00 0:30 0 0 0 0 0:30 0 0 0:45 2 0 0 0 0:45 0 0 1:00 1 1 0 0 1:00 0 0 1:15 0 1 0 0 1:15 0 0 1:30 0 0 0 0 1:30 0 0 1:45 2 1 0 0 1:45 0 0 2:00 1 1 0 0 2:00 0 0 2:15 0 0 0 0 2:15 0 0 2:30 0 2 0 0 2:30 0 0 2:45 0 0 0 0 2:45 0 0 3:00 0 1 0 0 3:00 0 0 3:15 0000 3:15 00 3:30 0 2 0 0 3:30 0 0 3:45 0 1 0 0 3:45 0 0 4:00 0 0 0 1 4:00 0 0 4:15 1 3 1 0 4:15 0 0 4:30 1 2 0 0 4:30 0 0 4:45 0 0 0 0 4:45 0 0 5:00 1 11 0 0 5:00 0 0 5:15 1 13 0 1 5:15 0 0 5:30 0 9 0 0 5:30 0 0 5:45 3 12 0 1 5:45 0 0 6:00 2 21 0 1 6:00 0 0 6:15 4 22 0 0 6:15 00 6:30 10 40 1 2 6:30 0 0 6:45 10 53 0 3 6:45 0 0 7:00 7 46 1 0 7:00 0 0 7:15 18 58 2 0 251 7:15 0 0 7:30 30 74 1 2 305 7:30 0 0 7:45 37 48 0 1 325 7:45 0 0 8:00 56 79 0 2 408 8:00 00 8:15 19 84 2 4 439 8:15 00 8:30 34 28 1 1 396 8:30 00 8:45 24 43 0 0 377 8:45 00 9:00 27 34 10 302 9:00 00 9:15 17 28 0 0 238 9:15 00 9:30 25 27 1 2 9:30 00 9:45 28 36 0 1 9:45 00 10:00 30 24 0 0 10:00 00 10:15 27 36 0 3 10:15 00 10:30 29 29 2 0 10:30 00 10:45 23 34 1 1 10:45 00 11:00 17 28 0 0 11:00 00 11:15 33 30 0 0 11:15 00 11:30 19 32 3 0 11:30 00 11:45 37 33 1 2 11:45 00 Total Light Vehicles Heavy Vehicles Time Volume Volume 227 6 6 4 4 9 Bikes on Road 239 235 52 169 325 TotalTimeVolume 0 0 0 0 0 0 0 0 0 0 0 0 377 96 2340 County Road 100 - Colorado Extreme Location: CR 100 E/O Snowmass Dr Date:02-23-2022 Site Code: 5 12:00 30 37 3 0 12:00 00 12:15 34 29 0 4 12:15 00 12:30 31 40 3 2 12:30 00 12:45 35 46 0 1 12:45 00 13:00 39 22 1 3 13:00 00 13:15 24 26 2 1 13:15 00 13:30 37 33 2 0 13:30 00 13:45 35 25 0 1 13:45 00 14:00 23 36 3 0 14:00 00 14:15 45 32 3 0 14:15 00 14:30 32 23 0 0 14:30 00 14:45 62 32 1 0 14:45 00 15:00 55 41 1 1 15:00 00 15:15 35 48 1 1 15:15 00 15:30 50 44 2 1 15:30 00 15:45 58 39 2 1 15:45 00 16:00 63 35 1 0 16:00 0 0 16:15 70 50 5 2 423 16:15 0 0 16:30 77 36 0 2 441 16:30 0 0 16:45 81 45 3 3 473 16:45 0 0 17:00 91 42 0 1 508 17:00 0 0 17:15 84 46 1 0 512 17:15 0 0 17:30 76 41 0 0 514 17:30 0 0 17:45 85 40 2 0 509 17:45 0 0 18:00 58 44 0 0 477 18:00 0 0 18:15 67 23 0 1 437 18:15 00 18:30 43 24 0 0 387 18:30 0 0 18:45 39 15 0 0 314 18:45 0 0 19:00 24 17 1 0 254 19:00 00 19:15 25 20 1 0 209 19:15 0 0 19:30 23 19 0 0 19:30 0 0 19:45 23 23 0 0 19:45 0 0 20:00 13 14 0 0 20:00 0 0 20:15 13 21 0 0 20:15 0 0 20:30 13 22 0 0 20:30 0 0 20:45 9 15 0 0 20:45 0 0 21:00 12 15 0 0 21:00 0 0 21:15 12700 21:15 00 21:30 10 11 0 0 21:30 0 0 21:45 8 3 0 0 21:45 0 0 22:00 13 12 0 0 22:00 0 0 22:15 5800 22:15 00 22:30 6 5 0 0 22:30 0 0 22:45 3 6 0 0 22:45 0 0 23:00 2 3 0 0 23:00 0 0 23:15 1 3 0 0 23:15 0 0 23:30 4 1 0 0 23:30 0 0 23:45 2 0 0 0 23:45 0 0 24‐HOUR TOTAL 2259 2247 56 53 4615 24‐HOUR TOTAL 000 120 78 58 16 509 314 176 295 251 292 380 473 0 0 0 0 0 0 0 0 0 0 0 0 2340 County Road 100 - Colorado Extreme 97 Location: CR 100 N/O Roaring Fork Bridge Date:02-25-2023 Site Code: 4 NB SB NB SB NB SB 0:00 6 6 0 0 0:00 0 0 0:15 0 200 0:15 00 0:30 0 0 0 0 0:30 0 0 0:45 2 2 0 0 0:45 0 0 1:00 1 2 0 0 1:00 0 0 1:15 1 1 0 0 1:15 0 0 1:30 2 3 0 0 1:30 0 0 1:45 0 0 0 0 1:45 0 0 2:00 1 1 0 0 2:00 0 0 2:15 1 2 0 0 2:15 0 0 2:30 1 1 0 0 2:30 0 0 2:45 0 0 0 0 2:45 0 0 3:00 0 1 0 0 3:00 0 0 3:15 1 000 3:15 00 3:30 0 2 0 0 3:30 0 0 3:45 2 2 0 0 3:45 0 0 4:00 1 0 0 0 4:00 0 0 4:15 2 1 0 0 4:15 0 0 4:30 2 0 0 0 4:30 0 0 4:45 2 2 0 0 4:45 0 0 5:00 3 0 0 0 5:00 0 0 5:15 3 0 0 0 5:15 0 0 5:30 4 1 0 0 5:30 0 0 5:45 1 1 0 0 5:45 0 0 6:00 4 0 0 0 6:00 0 0 6:15 9 120 6:15 00 6:30 13 2 2 0 6:30 0 0 6:45 20 3 1 0 6:45 0 0 7:00 17 5 0 0 7:00 0 0 7:15 17 3 2 1 7:15 0 0 7:30 25 5 0 1 7:30 0 0 7:45 39 7 0 0 7:45 0 0 8:00 37 10 0 0 8:00 00 8:15 44 13 0 0 8:15 00 8:30 37 14 0 0 8:30 00 8:45 33 19 0 0 8:45 00 9:00 26 910 9:00 00 9:15 36 16 0 0 9:15 00 9:30 35 16 1 0 9:30 00 9:45 23 23 0 1 9:45 00 10:00 27 29 0 0 10:00 00 10:15 25 17 0 1 10:15 00 10:30 36 29 1 0 10:30 00 10:45 32 26 0 0 10:45 00 11:00 19 28 0 0 11:00 00 11:15 28 18 0 0 11:15 00 11:30 36 25 0 0 212 11:30 01 11:45 26 33 0 2 215 11:45 00 0 0 0 0 Bikes on Road TotalTimeVolume 0 0 0 0 0 13 0 57 122 207 187 18 10 7 8 10 Total Light Vehicles Heavy Vehicles Time Volume Volume 223 0 215 1 98 2340 County Road 100 - Colorado Extreme Location: CR 100 N/O Roaring Fork Bridge Date:02-25-2023 Site Code: 4 12:00 28 16 0 4 216 12:00 00 12:15 27 24 1 0 222 12:15 00 12:30 31 28 1 0 221 12:30 00 12:45 20 22 0 1 203 12:45 10 13:00 30 27 0 0 212 13:00 22 13:15 32 21 1 0 214 13:15 00 13:30 32 35 0 0 221 13:30 02 13:45 30 38 0 0 246 13:45 00 14:00 20 27 0 0 236 14:00 00 14:15 45 49 0 1 277 14:15 00 14:30 27 25 0 0 262 14:30 10 14:45 32 38 0 0 264 14:45 00 15:00 28 48 0 0 293 15:00 00 15:15 29 38 0 0 265 15:15 01 15:30 21 62 0 1 297 15:30 00 15:45 33 46 0 0 306 15:45 00 16:00 32 47 0 1 310 16:00 0 0 16:15 34 65 0 0 342 16:15 1 0 16:30 20 62 0 1 341 16:30 0 0 16:45 27 54 0 0 343 16:45 0 0 17:00 26 50 0 0 339 17:00 1 0 17:15 22 51 0 0 313 17:15 0 0 17:30 27 42 0 0 299 17:30 0 0 17:45 30 48 0 1 297 17:45 0 0 18:00 19 38 0 0 278 18:00 0 0 18:15 32 41 0 0 278 18:15 00 18:30 23 42 0 1 275 18:30 0 0 18:45 19 25 0 0 240 18:45 0 0 19:00 17 20 0 0 220 19:00 00 19:15 18 18 1 0 184 19:15 0 0 19:30 17 16 0 0 19:30 0 0 19:45 21 12 0 0 19:45 0 0 20:00 17 9 0 0 20:00 0 0 20:15 10 8 0 0 20:15 0 0 20:30 21 14 0 0 20:30 0 0 20:45 27 6 0 0 20:45 0 0 21:00 16 16 0 0 21:00 0 0 21:15 9 11 0 0 21:15 00 21:30 10 15 0 0 21:30 0 0 21:45 12 19 0 0 21:45 0 0 22:00 15 10 0 0 22:00 0 0 22:15 8 11 0 0 22:15 00 22:30 3 10 0 0 22:30 0 0 22:45 5 5 0 0 22:45 0 0 23:00 5 5 0 0 23:00 0 0 23:15 4 8 0 0 23:15 0 0 23:30 6 7 1 0 23:30 0 0 23:45 2 6 0 0 23:45 0 0 24‐HOUR TOTAL 1699 1716 15 17 3447 24‐HOUR TOTAL 6 6 12 203 1 246 6 264 1 306 1 343 1 297 1 240 0 67 0 44 0 140 0 112 0 108 0 2340 County Road 100 - Colorado Extreme 99 APPENDIX B – ACCESS PERMIT AND DRGWR PRIVATE WAY LICENSE 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 70 100 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 71 2340 County Road 100 - Colorado Extreme 101 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 72 102 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 73 2340 County Road 100 - Colorado Extreme 103 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 74 104 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 75 2340 County Road 100 - Colorado Extreme 105 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 76 106 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 107 RFTA Private Road Crossing License 108 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 109 110 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 111 112 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 113 114 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 115 Water Supply and Distribution Plan (4-203.M) Well Pump Test and Water Quality Testing Report ROCKY MOUNTAIN | MIDWEST | SOUTHWEST | TEXAS 909 Colorado Avenue Glenwood Sp ring s , CO 81601 | Office: 970-945-6777 | LREWATER.COM Memorandum To: Simon Bentley From: Angela Schenk and Eric Mangeot, P.E. Copy to: Date: 6/2/2023 Project: Colorado Extreme Subject: Blue Mind Well Pump Test and Water Quality Testing At your request, LRE Water, Inc (LRE) analyzed the water quantity and water quality associated with the existing well located on the Blue Mind, LLC property located east of Carbondale on 2340 County Road 100 in Garfield County (Parcel No. 239131100033). A location map is included as Figure 1. The Blue Mind Well was recently re-permitted for commercial use and issued a well permit by the Division of Water Resources (DWR) on October 27, 2022 (Well Permit No. 87598- F, copy attached). The well was constructed on April 7, 2003, by Shelton Drilling Company and according to the drillers log, the well was completed to an approximate depth of 51 feet. The well was constructed in boulders, sand, and gravels in the first 32 feet and penetrating the Beldon shale for the remaining 19 feet. The driller installed 7- inch perforated steel casing from 25 feet to 32 feet in the water producing zone. At the time of the well construction, static water level was 11 feet from the top of casing (TOC) and the well produced 15 gallons per minute (gpm) during a 2-hour pumping test. Additionally, LRE conducted a 4-hour constant rate pumping test on July 23, 2021 and concluded the long term yield of the well was at least 15 gpm. LRE conducted a step-drawdown pumping test analysis on April 12, 2023 in order to further evaluate the yield of the Blue Mind Well. A step-drawdown test is designed to investigate the well performance under controlled pumping rates. The pumping rate of the well was increased from an initially low constant rate and increased to progressively higher constant rates through a sequence of intervals, or steps. The well yield results from the pumping test analysis are presented below along with the water quality results. Pumping Test Analysis On the morning of April 12, 2023, LRE met Lev i Sherman of High Country Pump Services at the well site. A one horse power pump was installed at the bottom of the well (50.2 feet), along with a vented pressure transducer. A vented pressure transducer was 116 2340 County Road 100 - Colorado Extreme Simon Bentley June 2, 2023 Page 2 of 4 installed at 47 feet and was set to record pressure and temperature reading every minute. LRE relied on this dataset to analyze drawdown within the well over the course of the pumping test. No flowmeter was used during the pumping test. However, the flow rates were estimated by Levi Sherman using a bucket and stopwatch with the volume pumped estimated using the estimated flow rates. A flow meter allows for higher certainty in the flow rate estimates, especially at higher rates, and provides a precise volume pumped over the pumping test. While not ideal, the bucket and stopwatch measurements did provide sufficient data to support a higher well yield as discussed later in this report. The static water level prior to the test was measured to be 9.51 ft below the top of the well casing (TOC). On average, LRE Water calculated a pumping rate of 41.1 gpm over the 24-hour pumping period, with a maximum pumping rate of 50.0 gpm and a minimum pumping rate of 5.0 gpm. Throughout the pumping test, the manual data collected in the field were evaluated. In particular, the drawdown was monitored in order to determine if the pumping rate could be sustained and increased to the next step of testing. The test began with an initial rate of approximately 5.0 gpm and was increased to approximately 18.8 gpm after five minutes of pumping and to 19.6 gpm after 20 minutes of pumping. The next step occurred 60 minutes after the start of the pump test and the pumping rate was increased to approximately 30 gpm. After 140 minutes from the start of the test, Levi fully opened the pump, resulting in a drawdown of approximately 29 feet. The pumping rate was estimated at 501 gpm and was only maintained for approximately three minutes. After this, the pumping rate was lowered to approximately 42.9 gpm and this rate was maintained throughout the remainder of the pumping test. The maximum water level drawdown depth of 38.53 ft below TOC (29.02 feet of drawdown compared to static water levels) occurred when the pump was operated at the maximum flow rate of approximately 50 gpm. Figure 2 graphically shows the water depth measurements that were taken both manually and electronically by the pressure transducer. The actual drawdown is shown in more detail in Figure 3. In addition to monitoring the water level during the pumping test, it is equally important to monitor the recovery process. The pump and pressure transducer were therefore kept in place at the conclusion of the test. The water level in the well at the start of recovery rebounded 90% within the first minute from a depth of 11.4 feet to a depth of 1.11 feet. 1 Estimated based on performance curve for pump. Pump was fully open and had ~50 ft of lift. 2340 County Road 100 - Colorado Extreme 117 Simon Bentley June 2, 2023 Page 3 of 4 Figure 4 depicts the water level recovery in the well and demonstrates the well returned to the static water level in approximately 30 minutes after pumping ceased. In Figure 5, T represents the total time since the pumping test started and T’ represents the time since pumping stopped. The well reaches complete recovery at T/T’ greater than 2 (48 hours / 24 hours), which means the well recovered faster than the rate at which the well was pumped. This indicates that, at the time of the test, the well completely recharged at a rate equal to or more than the 41.1 gpm average pumping rate. This conclusion is also supported by the test results shown in Figure 3, which demonstrates the aquifer recharging during the pumping test. In other words, the recovery data indicates that the well could be pumped at a rate higher than 41.1 gpm. Water Quality The Blue Mind Well was sampled for a standard suite of parameters in accordance with CDPHE Regulation No. 11 – Colorado Primary Drinking Water Regulations. Samples were analyzed by a State of Colorado certified laboratory that follows accepted industry standards and quality assurance/quality control procedures. The water quality results are tabulated in Tables 1 and 2. Overall, results indicate good water quality for potable consumption and use. The data indicate the only likely treatment required for the well is chlorine disinfection if the water will be used for a community or non-community water system as defined by CDPHE. The water quality results showed elevated levels of iron and aluminum. Iron levels increased significantly, 0.015 mg/L to 0.3 mg/L, from when the well was tested on July 26, 2021.2 Iron and aluminum are secondary parameters, so no treatment is required by CDPHE. Although treatment is not required, removal of iron from the water would extend the service life of the distribution pipelines and help eliminate any taste and odor concerns. LRE recommends retesting for iron and aluminum to confirm the results. The Blue Mind Well is located in an unconfined alluvial aquifer with the screened interval beginning at a depth of 25 ft. It is anticipated that CDPHE will require a that a Groundwater Under the Influence of Surface Water (GWUDI) evaluation be completed on the well. The GWUDI evaluation occurs over six months and consists of weekly sampling from both the wells and creek. CDPHE will require additional treatment if the results of the evaluation indicate that the Roaring Fork River has a direct influence on the well. 2 Aluminum was not one of the parameters previously tested. 118 2340 County Road 100 - Colorado Extreme Simon Bentley June 2, 2023 Page 4 of 4 Conclusion The results of the pumping test indicated that the Blue Mind Well can yield at least 41 gpm. The aquifer drawdown during the test was minimal compared to the available drawdown in the aquifer, and it recharged withing 30 minutes demonstrating the well is recharging at a rate greater than 40 gpm. All data observations during the pump test and recovery period indicate a healthy aquifer capable of producing at least 40 gpm from the well during during periods when the ditch is not operating. Lastly, the water quality results indicate good water quality for potable consumption and use. 2340 County Road 100 - Colorado Extreme 119 !. 36 31 25 30 01 06 Figure 1 Location Map Blue Mind Well ®0 1,000 2,000500 Feet Date:2023-06-02 File:21665 Drawn:ABS Approved: Source:X T 7 S T 8 S R R 88 87 W W Blue Mind Well Permit No.875 98-F Blue Mind,LLC Roaring Fork River HWY 82 120 2340 County Road 100 - Colorado Extreme Fi g u r e 2 : D e p t h f r o m T o p o f C a s i n g ( T O C ) Bl u e M i n d W e l l St a t i c W a t e r L e v e l ( f t ) No t e s : 1 . ) I n i t i a l W a t e r L e v e l = 9 . 5 1 f t . b e l o w T o p o f W e l l C a s i n g De p t h o f W a t e r f r o m T O C 2. ) F i n a l W a t e r L e v e l = 2 0 . 8 6 f t . b e l o w T o p o f W e l l C a s i n g Ma n u a l M e a s u r e m e n t s 3. ) W e l l D e p t h = 51 . 2 f t . f r o m T o p o f W e l l C a s i n g Fl o w R a t e ( g p m ) 0. 0 10 . 0 20 . 0 30 . 0 40 . 0 50 . 0 60 . 0 0. 0 5. 0 10 . 0 15 . 0 20 . 0 25 . 0 30 . 0 35 . 0 40 . 0 45 . 0 1 10 10 0 10 0 0 Flow Rate (gpm) Depth from TOC (feet) Pu m p i n g Ti m e (m i n u t e s ) St a t i c Wa t e r Le v e l = 9. 5 1 ft . Av e r a g e Pu m p i n g Ra t e = 41 . 1 gp m 6/ 2 / 2 0 2 3 2340 County Road 100 - Colorado Extreme 121 Fi g u r e 3 : D r a w d o w n A n a l y s i s Bl u e M i n d W e l l Dr a w d o w n ( f t ) Fl o w R a t e ( g p m ) 0. 0 10 . 0 20 . 0 30 . 0 40 . 0 50 . 0 60 . 0 0. 0 5. 0 10 . 0 15 . 0 20 . 0 25 . 0 30 . 0 35 . 0 1 10 10 0 10 0 0 Flow Rate (gpm) Drawdown (feet) Pu m p i n g Ti m e (m i n u t e s ) Re c h a r g e Oc c u r i n g Du r i n g Pu m p i n g Re c h a r g e Oc c u r i n g Du r i n g Pu m p i n g 24 ‐ho u r P u m p Te s t (1 4 5 0 mi n . ) Av e r a g e Pu m p i n g Ra t e = 41 . 1 gp m 6/ 2 / 2 0 2 3 122 2340 County Road 100 - Colorado Extreme Fi g u r e 4 : R e c o v e r y A n a l y s i s Bl u e M i n d W e l l St a t i c W a t e r L e v e l ( f t ) Re s i d u a l D r a w d o w n ( f t ) 9. 2 9. 4 9. 6 9. 8 10 . 0 10 . 2 10 . 4 10 . 6 10 . 8 1 10 10 0 Depth from TOC (feet) Re c o v e r y Ti m e (m i n u t e s ) St a t i c Wa t e r Le v e l = 9. 5 1 ft . 6/ 2 / 2 0 2 3 2340 County Road 100 - Colorado Extreme 123 Fi g u r e 5 : R e c o v e r y A n a l y s i s Bl u e M i n d W e l l Re s i d u a l D r a w d o w n ( f t ) No t e s : 1 . ) T h e r e c h a r g e r a t e o f t h e w e l l i s e q u a l t o o r g r e a t e r t h a n t h e a v e r a g e p u m p i n g r a t e ( 4 1 . 1 g p m ) , w h e n r e c o v e r y o c c u r s T = T o t a l T i m e ( P u m p i n g & R e c o v e r ) a t o r b e f o r e T / T ' = 2 ( 4 8 h r s / 2 4 h r s ) T' = R e c o v e r y T i m e 2. ) T / T ' = ~ 4 7 . 5 ( 1 4 7 1 m i n u t e s / 3 1 m i n u t e s ) , Aq u i f e r h a d r e c o v e r e d 1 0 0 % . 0. 0 2. 0 4. 0 6. 0 8. 0 10 . 0 12 . 0 1 10 10 0 10 0 0 10 0 0 0 Recovery (feet) T/ T ' (m i n u t e s ) En d of Pu m p i n g St a r t o f Re c o v e r y Fu l l R e c o v e r y @ T/ T ' = 47 . 5 6/ 2 / 2 0 2 3 124 2340 County Road 100 - Colorado Extreme Table 1 Regulated Water Quality Parameters Blue Mind Well - Permit No. 87598-F Regulation 11 Constituents Unit MCL Result Total Coliform Rule Total Coliform --Absent E.coli MPN/100mL <1 Nitrate and Nitrite Rule Nitrate - N mg/L 10 0.14 Nitrite - N mg/L 1 Inorganics Rule Antimony mg/L 0.006 ND Arsenic mg/L 0.01 ND Asbestos fibers/L 7 mil fibs/L Barium mg/L 2 0.05 Beryllium mg/L 0.004 ND Cadmium mg/L 0.005 ND Chromium mg/L 0.1 ND Cyanide mg/L 0.02 ND Fluoride mg/L 4 1.1 Mercury mg/L 0.002 ND Nickel mg/L 0.002 Selenium mg/L 0.05 ND Thallium mg/L 0.002 ND Sodium mg/L 4.1 Secondary Parameters Aluminum mg/L .05 - 0.2 0.3 Chloride mg/L 250 5.9 Iron mg/L 0.3 0.95 Manganese mg/L 0.05 0.033 pH 6.5-8.5 7.83 Silver mg/L 0.1 ND Sulfate mg/L 250 104.0 TDS mg/L 500 321 Zinc mg/L 5 ND Radionuclides Gross Alpha pCi/L 15 2.4 Gross Beta pCi/L 15 1.5 Combined Radium pCi/L 5 0.7 Uranium mg/L 0.03 0.0028 SOCs and VOCs (no detected compounds) 6/2/2023 2340 County Road 100 - Colorado Extreme 125 Table 2 Additional Water Quality Parameters Blue Mind Well - Permit No. 87598-F Parameter Unit MCL Result Corrosivity and Hardness Bicarbonate mg/L as CaCO3 160 Carbonate mg/L <5.0 Total Alkalinity mg/L as CaCO3 160 Total Hardness mg/L as CaCO3 213.0 Calcium mg/L 85.2 Magnesium mg/L 12.00 Additional WQ Paramters Specific Conductance umhos/cm 544 Sodium Adsoprtion Ratio Calc 4 0.116 Hydrogen Sulfide ND Nitrogen, Ammonia mg/L 0.090 Langelier Index --0.50 6/2/2023 Colorado Division of Water Resources - Commercial Well Permit 126 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 127 128 2340 County Road 100 - Colorado Extreme Basalt Water Conservancy District (BWCD) Agreement 2340 County Road 100 - Colorado Extreme 129 130 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 131 132 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 133 134 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 135 136 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 137 138 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 139 140 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 141 142 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 143 144 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 145 146 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 147 148 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 149 Water Distribution Plan Please see Utility Plan Exhibit for proposed updates to the irrigation conveyance plan for the site. No additional changes are being proposed to the Water Distribution Plan within this application. 150 2340 County Road 100 - Colorado Extreme Wastewater Management and System Plan (4-203.N) A Wastewater Management and System Plan waiver is requested for this application. Temporary restroom facilities have been installed as proposed within the 2022 approved application. No issues or complaints arose in response to the existing facilities and layout provided during the 2022-2023 season. Garfield County Comprehensive Plan - Future Land Use Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, METI/NASA, EPA, USDA Garfield County GIS USFS BLM State Recreation Areas State Wildlife Areas WRNF Wilderness Areas Geologic Hazards Study Area Flood Plain (FEMA, USACE) Streams and Ditches unspecified type DITCH INTERMITTENT PERENNIAL Rivers and Lakes Parcels Other Roads And Trails BLM Administrative Driveway Inaccessible County Road Other Roads Private Road, Trail Trail, 4WD ATV Trail, All Vehicles Trail, Bicycle Trail, Horse Foot Roads 1:9,028 Divided Highway US Highway CO Highway Frontage Road County Road Local Street City Street Garfield County 1/17/2022, 2:12:15 PM 0 0.07 0.150.04 mi 0 0.1 0.20.05 km 1:4,514 printed from web app Garfield County Comprehensive Plan - Future Land Use Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, METI/NASA, EPA, USDA Garfield County GIS USFS BLM State Recreation Areas State Wildlife Areas WRNF Wilderness Areas Geologic Hazards Study Area Flood Plain (FEMA, USACE) Streams and Ditches unspecified type DITCH INTERMITTENT PERENNIAL Rivers and Lakes Parcels Other Roads And Trails BLM Administrative Driveway Inaccessible County Road Other Roads Private Road, Trail Trail, 4WD ATV Trail, All Vehicles Trail, Bicycle Trail, Horse Foot Roads 1:9,028 Divided Highway US Highway CO Highway Frontage Road County Road Local Street City Street Garfield County 1/17/2022, 2:12:15 PM 0 0.07 0.150.04 mi 0 0.1 0.20.05 km 1:4,514 printed from web app Approximate area of proposed temporary youth hockey facility infrastructure improvements 2340 County Road 100 - Colorado Extreme 151 Floodplain Analysis (4-203.O) This section is not applicable to this application. The entire parcel and proposed temporary youth hockey facility are located outside of all floodplain area. 152 2340 County Road 100 - Colorado Extreme ARTICLE 7: STANDARDS 2340 County Road 100 - Colorado Extreme 153 GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 3-25 Table 3-403: Use Table /P/ By Right /A/ Administrative Review /L/ Limited Impact Review /M/ Major Impact Review /●/ Exempt from County Review and Standards Use Category Use Type Residential Districts Nonresidential Districts Resource Land Zone Districts Unless exempted, all uses must comply with Article 7 Standards including Use-Specific Standards. R RS RU RM HP CL CG I PL RL P RL E RL TS RL GS Brewery, Winery, Cidery, Distillery L P P P ● L Optional Premises Cultivation Operation M M M 2 7-903 Retail, General A A A A P P P ● Retail, Equipment, Machinery, Lumber Yards P P P ● P P P P Retail, Vehicle and Equipment Sales M P P P ● Bulk Sales of LPG and CNG L L L L L L Recreation and Entertainment Golf Course/Driving Range A A A A A ● A Theater, Indoor P P A ● Motor Sports Center M M M M ● L L Recreation, Indoor L M M M P P A ● Recreation, Outdoor L M M M M M L L L L L L Shooting Gallery/Range L M M M M M L L M M M M 7-904 Services Crematorium M L L L ● Eating or Drinking Establishment L L L L P P P ● A A General Service Establishment L P P P ● Laundromat A L L L P P P ● Laundry or Dry-Cleaning Plant L L L ● Mortuary M L L L ● Vehicles and Equipment Car Wash M A A A ● Parking Lot or Parking Garage L L L L A A A ● Repair, Body /Paint, or Upholstery Shop A P P P ● 2 Refer to the Federal Government for the laws and policies in regards to cultivation operations for Medical Marijuana. GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE 3-5 DIVISION 2. ZONE DISTRICT REGULATIONS. The purpose of this Division is to identify the lot and building restrictions for each zone district. In addition to these general requirements, all land uses shall comply with the applicable standards set forth in Article 7, Standards. 3-201. ZONE DISTRICT DIMENSIONS. Table 3-201 identifies the dimensional standards for each zone district. Table 3-201: Zone District Dimensions Legend R=Residential NR=Nonresidential C=Commercial NC=Noncommercial Lot Size Setbacks (feet) Height (feet) 2,4,5 Minimum Lot Area1 Maximum Lot Coverage (%) Maximum Floor Area Ratio Front Rear Side Zone District Arterial Local Rural R 2 acres 15 N/A 50 25 25 10 R: 25 NR: 40 Residential - Suburban RS 20,000 s.f. 50 50% 50 25 25 10 25 Residential - Urban RU 7,500 s.f. 50 50% 50 25 25 10 25 Residential-Manufactured Home Park MHP 2 acres 50 -- 50 25 25 10 25 Commercial - Limited CL 7,500 s.f. NC: 75 C: 85 50% 50 25 NC: 25 C: 7.5 10 40 Commercial - General CG 7,500 s.f. NC: 75 C: 85 50% 50 25 NC: 25 C: 7.5 10 40 Industrial I 21,780 s.f. 75 N/A 50 25 25 10 40 Plateau RLP 35 acres -- -- 25 25 25 25 50 Escarpment RLE 35 acres -- -- 25 25 25 25 50 Talus Slopes RLTS 35 acres -- -- 25 25 25 25 50 Gentle Slopes RLGS 35 acres NC: 2 acres 15 -- 25 25 25 10 75 Public Airport PA -- -- -- Subject to FAA, FAR Part 77, Airport Layout Plan, Building Codes, and other applicable Federal, State, and local standards and regulations Public Lands PL -- -- -- -- -- -- -- -- 1. Unless otherwise required by section 7-105, Adequate Central Water Distribution and Wastewater System. 2. Telecommunication Facilities may exceed maximum height provided they are reviewed (if required) and approved pursuant to Table 3-403, Use Table. 3. Parapet walls may exceed building height limitations by 4 feet. 4. Stacks, vents, cooling towers, elevator cupolas, towers, and similar non-inhabitable building appurtenances, and cupolas, spires, and belfries constructed as part of a Place of Worship shall be exempt from height limitations. 154 2340 County Road 100 - Colorado Extreme DIVISION 1. GENERAL APPROVAL STANDARDS 7-101: Zone District Use Regulations The property is zoned Rural (R) and meets all of the zone district dimensions as described in Table 3-403 for Rural/Low-Density Residential Lots: • Minimum Lot Area is 2 acres. The lot size is 34.67 acres • Maximum Lot Coverage is limited to 15%. The Current coverage proposal = <1 acre or 2.8% of the lot • Maximum Floor Area Ratio is N/A • The Arterial Front Setback is 50’ • The Rear Setback is 25’ • The Side setbacks are 10’ • The existing modular office building height does not extend above 40’ and no other structures are proposed, except for temporary restroom facilities. The proposed land use complies with Table 3-403. Outdoor Recreation uses are permitted with approval under a Limited Impact Review process. 2340 County Road 100 - Colorado Extreme 155 7-102: Comprehensive Plan + Intergovernmental Agreements The land use is general conformance with the Garfield County Comprehensive Plan and complies with all applicable Intergovernmental Agreements, particularly within: • Future Land Use - Sub-section 3: Growth in Designated Centers - This section identifies the specific “Rural Employment Center” opportunities that exist in the “mix of commercial/light industrial land uses east of the Town of Carbondale.” 1. Provides a mix of recreation and potential future commercial uses within a designated growth center. 2. The future build-out/permanent facility has a potential to add to the economic diversity of the County. 3. Provides a new rural employment center that supports an active and healthy community. • Plan Sections - 5: Recreation, Open Space and Trails - This section identifies the importance of recreation and subsequent tourism as a growing part of the Garfield County economy and seeks to “Promote public health and well-being through the promotion and support of recreation facilities”, as noted in Policy 5. 1. The proposed temporary youth hockey facility and its long-term vision will help the County support youth health and well-being through its offering of free hockey, positive adult mentorship and team camaraderie to the local youth population. 2. The project update will improve the quality and availability of County-wide hockey events to a wider population. 3. Specifically, the continued refinement of the temporary facility directly supports Policy 5-Strategy ii, as the Colorado Extreme program continues to work with the “Garfield County school districts... to identify improvements, projects and programs that will benefit the health and well-being of students and the residents of Garfield County.” 7-103: Compatibility The nature, scale and intensity of the proposed updates to the temporary Colorado Extreme hockey facility will not change the character or experience of the adjacent rural land uses. The proposed improvements have been reviewed and designed to specifically support the existing character along Catherine Store Road and the surrounding developments. The improvements will also be supported by the ongoing maturation and additions to the layered, vegetative screening along the northern parcel boundary. A brief overview of the visible impacts are noted below: • Acceleration/deceleration lanes - this addition will help ensure that smooth travel will continue along Catherine Store and any increase in visitor arrivals or departures will not result in negative impact to current travel. • Widening of the driveway and shift from gravel to concrete paving - this update will directly support the safe flow of vehicles into and out-of the facility, while responding to County driveway standards. • Realignment of the Rio Grande trail - this update will directly support the users of the Rio Grande trail by providing a safer standard crossing that is set back from the County Roadway, and by including contemporary traffice calming devices such as the raised crossing. 156 2340 County Road 100 - Colorado Extreme All of these updates were thoughtfully considered to specifically support the existing character and experience on Catherine Store Road, by supporting a smooth and safe traffic experience. Even with the addition of the skills rink, the proposed intensity of the project is minimal as it occupies only a fraction (2.8%) of the site and is situated in a manner where any minimal visual or acoustic impacts will be buffered by site landscape plantings and landform. 7-104: Source of Water As confirmed by the Basalt Water Conservancy District (BWCD), Water Allotment Contract NO. 775a, Blue Mind, LLC (2340 CR 100) “shall be entitled to receive and apply to beneficial use 0.033 cubic feet of water per second form the District’s direct flow rights and 1.7 acre feet of per year of storage or other augmentation water owner or controlled by the District.” The required water rights documents (for projects served by wells) are included in this submittal, including: • Information on the water supply/entity • A description of the physical source of water. • A confirmation of the quantity of water. • A pump test with associated documented analysis by a qualified professional with expertise as noted. • No well sharing is proposed. • A water quality test and associated laboratory testing has been updated to confirm that current well water meets all County standards. 7-105: Central Water Distribution + Wastewater Systems A. Water Distribution As confirmed previously by the Colorado Division of Water Resources, Well Permit #86473-F, has been transferred from Nordic Gardens Land Fund, LLC to Blue Mind, LLC (2340 CR 100), who is entitled to use the existing, centrally located well. • The approved well improvement permit is included in this submittal • The proposed Water Distribution Plan was previously approved in the 2022 application. B. Wastewater Systems A waiver has been requested to allow temporary restroom facilities to be used during this temporary recreational use permit period. During the span of the 2022-2023 season, the on site temporary restroom facilities proved to be more than adequate for all events and regular programming. Additionally, one more accessible restroom unit (now, two (2) total) has been added to ensure that appropriate provisions are available for visitors with limited accessibility. 2340 County Road 100 - Colorado Extreme 157 7-106: Public Utilities Electric, telephone, and communications utilities will remain on the property to service the temporary facility. Existing overhead electric lines that run within an electric easement through the property shall also remain. Site utility equipment is located to the west of the entrance to the property and shall be kept clear for access and maintenance. 7-107: Access + Roadways Please refer to the included Site Plan and Grading and Drainage Exhibits for updates to the overall circulation and design, plan & profile sheets, new designs for site access and internal drive lanes. Per inspections and conversations with Garfield County Road and Bridge Department, drainage and access in the area of the site egress is not an issue. See following page for documentation. A. Access to Public Right-of-Way This application proposes and update that would widen and pave the existing shared Semi Primitive Roadway (per table 7-107: Roadway Standards) The new entry will still link to the internal shared access through the site and connect with the Public ROW at CR 100. Colorado Extreme has collaborated with all appropriate stakeholders throughout the design process and the updated driveway design has been approved by Garfield County Road and Bridge Department (see following pages). The improved entry will now provide a direct perpendicular connection to CR 100 through the RFTA ROW. Additionally, deceleration and acceleration lanes will be added to help avoid potential congestion on CR 100 and a raised multi-modal crossing will be included for the Rio Grande trail. The associated traffic study and new entry design have both been included as part of this application. CURRENTPROPOSED 158 2340 County Road 100 - Colorado Extreme Approved Driveway Permit 2340 County Road 100 - Colorado Extreme 159 R O A D W O R K A H E A D RO A D WO R K AH E A D S H O U L D E R W O R K A H E A D S H O U L D E R W O R K A H E A D TR U C KS EN T E R I N G RO A D W AY TR U C KS EN T E R I N G RO A D W AY ROAD WORK AHEA D Manifest 26 x Barrel 3 x W201 road work ahead 2 x Trucks entering roadway 2 x W215c Shoulder work Date:7/28/2023 Author:Peggy Palazzi Project:Colorado Extreme Comments: Colorad Extreme Cathrine Store Road/ Extreme Hocky Rink Carbonedale, Co. Accel/Decel Lane MUTCD (TA6) /12 W/Lights www.invarion.com 160 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 161 B. Safe Access The Traffic Report and Engineering Report include an in depth explanation of all the access, parking and roadways. RFTA has provided preliminary approval for the egress through their ROW and the final design is now being reviewed by their outside engineering and railways consultant to ensure all design details align with their standards. All appropriate MUTCD and RFTA signs will be located to identify vehicles and trail users of the review intersection at the Rio Grande Trail. The included circulation and Access Plan has received approval from RFTA confirming a proposed approach that meets existing safety and construction standards. A traffic control plan is included on the following page. C. Adequate Capacity All site circulation and access routes and parking meet and/or exceed the minimum standards for current capacity needs. D. Road Dedications N/A E. Impacts Mitigated • In coordination with RFTA, degraded asphalt paving areas along the main entry will be repaired to provide necessary roadway improvements. • Sight lines will be expanded to improve visibility into and out of the site to ensure safer traffic awareness between the site, CR 100, and the Rio Grande trail. • Previously discussed trail adjustments have been made to improve the trail crossing. • Traffic impacts on CR 100 have been considered and mitigated by the inclusion of the proposed acceleration and deceleration lanes. F. Design Standards All site circulation and access routes meet the minimum standards for Minor Collector roadway design requirements, which include two 12’ lanes and 6’ shoulders on each side. Please see the included Site Plan and Grading and Drainage Exhibits included in this package. 7-108: Use of Land Subject to Natural Hazards The entire northern portion of the 2340 CR 100 site, which includes the proposed temporary hockey facility in the western portion, is located outside of any major geologic or geotechnical conditions. Only moderate soils hazards were identified through County GIS data. See map included on page 160. 7-109: Fire Protection All site access and circulation have been designed to accommodate Emergency Access Standards (see Exhibits) and the proposed elements included on the site are constructed of non-combustible materials. Additionally, the proposed site plan has been reviewed with Bill Gavette, the Deputy Chief of Carbondale & Rural Fire Protection District. He provided approval for the site design and access/ circulation approach. See e-mail correspondence included on page 160. 1 Nicholas DiFrank From:Bill Gavette <gavette@carbondalefire.org>Sent:Wednesday, June 14, 2023 3:33 PMTo:ghartmann@garfield-county.comCc:Karl Oliver; Paul Herr; Simon Bentley; J.R. Spung (jspung@jvajva.com)Subject:Colorado Extreme Hockey - County Road 100 Hi Glenn, We met last week with Simon Bentley and J. R. Spung to review a proposal for an addi �onal outdoor ice rink along with access improvements to the property entrance off County Road 100. The proposed access to the property for emergency apparatus is acceptable. We have no issues with the proposals. Best Regards, Bill Gavette Deputy Chief Carbondale & Rural Fire Protection District 300 Meadowood Drive Carbondale, CO 81623 970-963-2491 Main 970-963-0569 Fax www.carbondalefire.org 162 2340 County Road 100 - Colorado Extreme Garfield County Comprehensive Plan - Future Land Use Bureau of Land Management, Esri, HERE, Garmin, GeoTechnologies, Inc., USGS, METI/NASA, EPA, USDA, Garfield County GIS Soils-Related Hazard MAJOR MODERATE COAL MINE Geologic Hazards Study Area Parcels Flood Plain (FEMA, USACE) Streams and Ditches unspecified type DITCH INTERMITTENT PERENNIAL Rivers and Lakes 8/12/2022, 12:04:43 PM 0 0.08 0.160.04 mi 0 0.1 0.20.05 km 1:4,514 printed from web app Copyright Garfield County 2020 Soils Related Hazards Map approximate area of proposed temporary youth hockey facility Fire Protection Approval Correspon 2340 County Road 100 - Colorado Extreme 163 DIVISION 2. GENERAL RESOURCE PROTECTION STANDARDS 7-201: Agricultural Lands A. No Adverse Effect to Agricultural Operations This application shall not adversely affect or otherwise limit the viability of existing agricultural operations and no agricultural lands shall be disturbed. This application is located on a reclaimed portion of the existing site. B. Domestic Animal Controls n/a C. Fences n/a D. Roads n/a E. Ditches 1. This application proposes an improvement to the existing open Union Ditch, which supplies irrigation water to customers to the west. The applicant in coordination with the Union Ditch advisory board, proposes to realign and pipe the ditch to improve both water delivery/measurement and site safety for the small children and families who take part in Colorado Extreme programming. 2. Adjacent properties or anyone else with water rights to the section of the Union Ditch running through the developable area of the property are not negatively impacted by the proposed land use change. A note on the site plan has been added to confirm this. 3. All rights-of-way for the ditches and laterals for existing water rights shall be protected and reassociated with the new alignment, as stated on the Site Plan. 4. The land use change shall not have any effect on the access to the irrigation pipes, manhole access points, flumes, and laterals for maintenance purposes during and after construction of the Union Ditch improvements on the site. 5. The final plat will include a maintenance easement for the ditch as noted in the included exhibit drawings. No structures or fences are proposed within the right- of-way that interfere with maintenance and/or access for the ditch. 6. The proposed piping of the Union Ditch through the Colorado Extreme site shall result in the removal of all existing ditch crossings. 7. The Union Ditch company contact for “Referral To Ditch Owner” is located below: Union Ditch Company c/o Mike Kennedy Mikekennedy@sopris.net 970-379-3907 8. No development or land use changes for the proposed project shall have any adverse effect on the existing Union Ditch pipe running through the property. All pipe sections shall be buried a minimum of 2’ below finished grade as directed by the project engineer. 9. No surface water within the disturbed area for the land use change shall enter the irrigation ditch pipe as shown on the site plan and the grading and drainage plan that is include with this submission package. 164 2340 County Road 100 - Colorado Extreme 7-202: Wildlife Habitat Areas The wildlife use patterns associated with the past industrial site uses and surrounding property have been in place long term at this site. Of the ~35 acre site, only half (~2 acres) of the previously used area (~4.16 acres) will be needed for the temporary recreational use. The remaining ~33 acres, the majority of which is native hillside, will be protected and unavailable for development. 7-203: Protection of Waterbodies There are no wetlands or waterbodies that will be disturbed by activities associated with the temporary youth hockey facility. All existing ditches and laterals within the site are outside of the area of disturbance, will be piped and protected and maintained to provide optimal function. No storage of hazardous materials or use of salt or sand will be allowed on adjacent roads or the shared driveway. 7-204: Drainage + Erosion All runoff within the developed area shall be treated on site via water quality swales. Erosion control structures are proposed for erosion mitigation. Please refer to the grading and drainage plan in the Exhibits for more details on drainage and erosion control. Drainage is also discussed in detail within the preliminary engineering report included in this submission package. 7-205: Environmental Quality This application shall not adversely affect or otherwise limit the viability of existing agricultural operations and no agricultural lands shall be disturbed. This application is located on a reclaimed portion of the existing site A. Air Quality This application shall not cause air quality to be reduced below acceptable levels established by the Colorado Air Pollution Control Division. B. Water Quality All hazardous materials shall be stored and used in compliance with applicable State and Federal hazardous materials regulations. approximate area of proposed temporary youth hockey facility 2340 County Road 100 - Colorado Extreme 165 7-206: Wildfire Hazards The applicant and consultant team met with Bill Gavette (Carbondale & Rural Fire Protection District, Deputy Chief) to review the proposed temporary plan. As noted earlier in this document, he has no concerns on any aspect of this proposal. A. Location Restrictions The application area is designated as a containing Low to Moderate fuel hazards as it is located along the boundary of irrigated agriculture lands (low) and shrub/brush rangeland comprised of pinyon-juniper plant communities (moderate). The southern portion of the property contains steep slopes, but the area designated for the Temporary Youth Hockey Facility would be located in the northern portion of the site where slopes are between 0-4%. The site has traditionally been cleared of ladder fuels from the developable area of the site and base of the hillside. The owner agrees to continue to maintain vegetation control on the property to minimize any potential impacts from wildfire following Garfield County and State Forest Service guidelines for defensible space. B. Development Does Not Increase a Potential Hazard The proposed application is developed in a manner that does not increase the potential intensity or duration of a wildfire, or adversely affect wildfire behavior or fuel composition. The facility manager will contain provisions regarding the storage of potentially flammable materials. C. Roof Materials + Design This application proposes an additional small ice rink and temporary restroom facilities/structures. All elements, including the existing site office are constructed of non-combustible materials. 166 2340 County Road 100 - Colorado Extreme 7-207: Natural + Geologic Hazards This application does not include any natural or geologic hazard areas within the proposed limit of disturbance. 7-208: Reclamation The proposed work within this site will only impact previously developed areas. No removal of vegetation or expansion of the existing yard is proposed. Any areas that are disturbed as a result of the proposed site plan will be restored as natural-appearing areas. 2340 County Road 100 - Colorado Extreme 167 DIVISION 3. SITE PLANNING AND DEVELOPMENT STANDARDS 7-301: Compatible Design Extensive efforts were made to ensure the proposed site plan updates provided a successful solution that continues to minimize impacts to neighboring properties while supporting efficient recreation programming. Multiple meetings were held with neighbors, Charles Cole and HP Hansen to share the proposed plan updates for the site and request feedback. The resulting Site Plan (See Exhibits), provides a low impact solution to improve circulation, safety, and programming within the existing/temporary site. The proposed site design offers safer and improved circulation, while respecting the local context and meeting County and RFTA standards. A. Site Organization The proposed site program/design contains minor circulation improvements the safe and smooth flow of passenger vehicles and shared access needs. Perimeter areas are planned for low impact functions, such as: visual/acoustic buffering, snow storage, and utility needs. The site interior will be used for recreation programming, circulation, and parking. B. Operational Characteristics Site operations will be improved through a new entry/access and internal circulation planning. 1. No dust, odors, gas, fumes, or glare will be emitted at levels that are reasonably objectionable. 2. Noise shall not exceed State noise standards will continue to be met and will comply with C.R.S., Article 12 of TItle 25. 3. Hours of operation shall include: • General Site Operations - Monday-Saturday: 8am - 9pm • Recreation Programming - Monday-Saturday: 4:30 - 8:30pm C. Buffering The proposed site will continue to maintain and improve the extensive perimeter vegetation and landform/berms to accommodate visual and acoustic buffering requirements. See the following Concealing and Screening Improvements images on the following pages. D. Materials No changes to exterior facades are planned as part of this submittal. 7-302: Off-street Parking and Loading Standards Off-street parking is proposed and delineated within the Site Plan Exhibits. Additional information regarding computation of provided spaces is provided in the included Engineering Report. 168 2340 County Road 100 - Colorado Extreme Concealing and Screening Improvements INTERIOR AERIAL VIEW OF NORTHERN PROPERTY BUFFER - LOOKING NORTHWEST EXTERIOR AERIAL VIEW OF NORTHERN PROPERTY BUFFER - LOOKING SOUTHWEST ENHANCED VEGETATIVE AREA VEGETATIVE BUFFER 2340 County Road 100 - Colorado Extreme 169 INTERIOR AERIAL VIEW OF NORTHERN PROPERTY BUFFER - LOOKING NORTHEAST EXTERIOR AERIAL VIEW OF NORTHERN PROPERTY BUFFER - LOOKING SOUTHEAST ENHANCED VEGETATIVE AREA VEGETATIVE BUFFER 170 2340 County Road 100 - Colorado Extreme 7-303: Landscaping Standards A waiver request to a landscaping plan is included in this package due to the temporary use proposed on the site and the continued improvements that have been applied to existing vegetation on site acting as a buffer along the northern edge of the parcel. A. General Standards The proposed interior site program/design update includes the additional of a second small ice rink in a previous storage area and other minor circulation and parking improvements to accommodate passenger vehicle movement, parking and shared access needs. No impacts to vegetation are expected. The updated entry and Rio Grande Trail realignment will result in the removal of some existing shrubs to ensure alignment with required sight distances. B. Multi-Family Development n/a C. Subdivision, PUD, and Rural Land Development Exemption n/a D. Plants Compatible with Local Conditions Other than the relocation and attempted rehabilitation of interior trees to the northern property buffer, no other changes to the planting design are planned as part of this submittal. E. Existing Vegetation All healthy trees, native vegetation, natural or significant rock outcroppings, and other valuable features shall be preserved and/or relocated and integrated within the temporary site plan. F. Minimum Size n/a - no new vegetation is being proposed as part of this application G. Minimum Number of Trees and Shrubs Existing vegetative site buffers will continue to be maintained/enhanced as shown in the diagrams on previous pages. H. Parking and Storage Prohibited n/a I. Clear Vision Area A Clear Vision Area, which meets the standards of this requirement and RFTA’s requirements, is depicted on the Site Plan Exhibit. J. Landscaping Within Off-Street Parking Areas The existing tree line located at the northern property boundary will be maintained to act as both a site and parking buffer. No permanent interior parking areas are proposed as part of this application. 2340 County Road 100 - Colorado Extreme 171 7-304: Lighting Standards The only lighting improvements proposed as part of this application pertain to the proposed second/small rink. Lighting usage is expected to begin at dusk and limited to 8:30 pm, Monday through Saturday. All interior lights will be directed downwards, to the interior of the site. No flashing lights will be utilized anywhere on the property. A. Downcast Lighting All proposed temporary rink and access lighting will be located and designed so that the light is directed inward, towards the interior of the temporary hockey facility, with a focus on specifically lighting the rink itself and surrounding parking. B. Shielded Lighting All exterior site lighting will be arranged so that rays are concentrated on the rink and adjacent parking. C. Hazardous Lighting The proposed site lighting will not create any hazardous impacts or traffic impacts. No colored lights are being proposed as part of this application and none will be used on site. D. Flashing Lights No blinking, flashing, or fluttering lights, or other illuminated devices that have changing intensities, brightness, or color are being proposed as part of this application. E. Height Limitations No lighting poles or installations will exceed the 40’ height limit requirement. 7-305: Snow Storage Standards Adequate snow storage areas are available on site to meet the 2.5% of driveway, parking and loading areas. These snow storage locations are included on the site plan in the Exhibits. Snow storage will be located in noted areas, away from vehicular traffic and operations areas. 7-306: Trail and Walkway Standards A signage plan that meets all MUTCD and RFTA standards has been developed and included within the Exhibits of this application. 172 2340 County Road 100 - Colorado Extreme 2340 County Road 100 - Colorado Extreme 173 APPLICATION EXHIBITS C0.0 – Cover Sheet, including contact information. C0.1 – General Notes, Legend, and Abbreviations C0.2 – Demolition Plan C1.0 – Overall Site Plan C1.1 – Detailed Site Plan, showing locations and dimensions of site features. C1.2 – Detailed Grading and Drainage Plan, west half of the site. C1.3 – Detailed Grading and Drainage Plan, east half of the site. C1.4 – Entrance Driveway Plan and Profile C1.5 – Union Ditch Plan and Profile C1.6 – Union Ditch Plan and Profile C1.7 – Ackerman/Coffman Ditch Plan and Profile CD1.0 – Grading & Drainage Details CD1.1 – Grading & Drainage Details CD1.2 – Grading & Drainage Details CD1.3 – Site Details CE1.0 – Erosion Control Plan CE1.1 – SWMP Notes, outlining the storm water management plan CE1.2 – Erosion Control Details C4.0 – Vehicle Turning Simulation, showing fire truck turning C4.1 – Vehicle Turning Simulation, showing tractor trailer turning C4.2 – Vehicle Turning Simulation, showing fire truck turning C6.0 – Site Easements 1 – Signing and Striping Tabulations 2 – Signing and Striping Plan 3 – Signing and Striping Plan 4 – Striping Details 5 – Striping Details COLORADO EXTREME YOUTH HOCKEY FACILITY 2340 CR 100, CARBONDALE, CO 81623 GARFIELD COUNTY LAND USE SUBMITTAL CO V E R S H E E T C0.0 JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver Know what's below. before you dig.Call R E UPA OE OE X X GE N E R A L N O T E S , L E G E N D A N D AB B R E V I A T I O N S C0.1 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E W O SW SE E W W FO DE M O L I T I O N P L A N C0.2 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E W O SW SE E W W FO FO FO OV E R A L L S I T E P L A N C1.0 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E W O SW SE E W W FO DE T A I L E D S I T E P L A N C1.1 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver W O SW E E W W DE T A I L E D G R A D I N G & D R A I N A G E P L A N C1.2 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E S FO DE T A I L E D G R A D I N G & D R A I N A G E P L A N C1.3 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver W OS WWW F O EN T R A N C E D R I V E W A Y P L A N & P R O F I L E C1.4 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver UN I O N D I T C H P L A N & P R O F I L E C1.5 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E UN I O N D I T C H P L A N & P R O F I L E C1.6 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver W OS WW W FO AC K E R M A N , C O F F M A N D I T C H P L A N & PR O F I L E C1.7 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver GR A D I N G & D R A I N A G E D E T A I L S CD1.0 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver GR A D I N G & D R A I N A G E D E T A I L S CD1.1 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver A A GR A D I N G & D R A I N A G E D E T A I L S CD1.2 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver SI T E D E T A I L S CD1.3 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E W O SW SE E W W FO ER O S I O N C O N T R O L P L A N CE1.0 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver SW M P N O T E S CE1.1 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver ER O S I O N C O N T R O L D E T A I L S CE1.2 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E W O SW SE E W W FO Denver Fire Truck 45 6 26.5 4 28.5 2.75 Denver Fire Truck Overall Length 45.000ft Overall Width 8.500ft Overall Body Height 10.519ft Min Body Ground Clearance 0.950ft Track Width 8.500ft Lock-to-lock time 6.00s Max Steering Angle (Virtual)36.00° VE H I C L E T U R N I N G S I M U L A T I O N C4.0 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E W O SW SE E W W FO WB-62 - Interstate Semi-Trailer 48 27.9 Max 65° Horiz Max 10° Vert 2.5 39 4 41 2.5 23.5 4 17.4 4.2 19.5 WB-62 - Interstate Semi-Trailer Overall Length 69.000ft Overall Width 8.500ft Overall Body Height 13.500ft Min Body Ground Clearance 1.334ft Max Track Width 8.500ft Lock-to-lock time 6.00s Max Steering Angle (Virtual)28.40° VE H I C L E T U R N I N G S I M U L A T I O N C4.1 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E W O SW SE E W W FO Denver Fire Truck 45 6 26.5 4 28.5 2.75 Denver Fire Truck Overall Length 45.000ft Overall Width 8.500ft Overall Body Height 10.519ft Min Body Ground Clearance 0.950ft Track Width 8.500ft Lock-to-lock time 6.00s Max Steering Angle (Virtual)36.00° VE H I C L E T U R N I N G S I M U L A T I O N C4.2 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E W O SW SE E W W FO SI T E E A S E M E N T S C6.0 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301 www.jvajva.com 970.404.3100 Glenwood Springs, CO Zip 81601 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver 1580 Logan Street 6th Floor Denver, CO 80203 (303) 652-3571 En g i n e e r : FT H P r o j e c t # : Da t e : Fi l e N a m e : Or i g i n a l S c a l e : RE V I S I O N S EN T R Y I M P R O V E M E N T S CO L O R A D O E X T R E M E Y O U T H HO C K E Y F A C I L I T Y TA B U L A T I O N S SIGN & STRIPE 1 5 W O SW SE FO LOOK BOTH WAYS F O R STOP 1580 Logan Street 6th Floor Denver, CO 80203 (303) 652-3571 En g i n e e r : FT H P r o j e c t # : Da t e : Fi l e N a m e : Or i g i n a l S c a l e : RE V I S I O N S EN T R Y I M P R O V E M E N T S CO L O R A D O E X T R E M E Y O U T H HO C K E Y F A C I L I T Y SI G N I N G a n d S T R I P I N G P L A N SIGN & STRIPE 2 5 TRAIL X - ING-- TRAIL X - ING -- STOP R I G H T L A N E M U S T T U R N R I G H T LOOK BOTH WAYS F O R 50.0' 50.0' 60.0' N O M O T O R V E H I C L E S N O M O T O R V E H I C L E S W O SW FOLOOK BOTH WAYS F O R STOP 1580 Logan Street 6th Floor Denver, CO 80203 (303) 652-3571 En g i n e e r : FT H P r o j e c t # : Da t e : Fi l e N a m e : Or i g i n a l S c a l e : RE V I S I O N S EN T R Y I M P R O V E M E N T S CO L O R A D O E X T R E M E Y O U T H HO C K E Y F A C I L I T Y SI G N I N G a n d S T R I P I N G P L A N SIGN & STRIPE 3 5 TRAIL X - ING -- N O M O T O R V E H I C L E S STOP N O M O T O R V E H I C L E S ADDITIONAL DETAIL OF TRAIL CROSSING 5.0' 5.0' 70.0' 5.0' 70.0' 5.0' 15.0' 50.0' 50.0' 15.0' 21.0' 1580 Logan Street 6th Floor Denver, CO 80203 (303) 652-3571 En g i n e e r : FT H P r o j e c t # : Da t e : Fi l e N a m e : Or i g i n a l S c a l e : RE V I S I O N S EN T R Y I M P R O V E M E N T S CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y DE T A I L S SIGN & STRIPE 4 5 RIGHT TURN ARROW SYMBOL DETAIL "ONLY" LEGEND DETAIL CROSSWALK MARKING DETAIL BIKE TRAIL ROADWAY CROSSING PAVEMENT MESSAGE DETAIL TRANSITION LANE ARROW DETAIL NOTE: 1.INSTALL THERMOPLASTIC PAVEMENT MARKINGS OR AS APPROVED. ON CONCRETE THE PAVEMENT MARKINGS SHALL BE INLAID THERMOPLASTIC OR CONTRAST TAPE 2.CROSSWALK LINES, STOP LINES, AND.ARROWS SHALL BE REFLECTORIZED. 1580 Logan Street 6th Floor Denver, CO 80203 (303) 652-3571 En g i n e e r : FT H P r o j e c t # : Da t e : Fi l e N a m e : Or i g i n a l S c a l e : RE V I S I O N S EN T R Y I M P R O V E M E N T S CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y DE T A I L S SIGN & STRIPE 5 5 SIGN POST AND SIGN INSTALLATION DETAIL THE PLACEMENT OF EACH SIGN SHALL BE VERIFIED AND ADJUSTED IN THE FIELD AS APPROPRIATE NOTE: 1.THE PLACEMENT OF EACH SIGN SHALL BE VERIFIED AND ADJUSTED IN THE FIELD AS APPROPRIATE BASED ON GRADES. 2.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. VEGETATION AND OTHER OBJECTS THAT ARE IN THE VIEW OF THE SIGN SHALL BE TRIMMED, REMOVED, OR RELOCATED. 3.LATERAL PLACEMENT IS MEASURED FROM THE EDGE OF THE TRAVEL LANE. 4.SIGNS PLACED IN OR NEAR A SIDEWALK SHALL NOT IMPEDE ON THE ADA CLEARANCE REQUIRED (4 FEET) OR OBSTRUCT THE SIGHT DISTANCE OF ROADWAY OR TRAIL USERS. 5.VERTICAL SPACING BETWEEN SIGN PANELS SHALL BE 1 TO 1 -1/2 INCH. 6.ALL SIGNS SHALL BE FABRICATED FROM ASTM TYPE XI, 4000 SERIES SIGN FACE SHEETING MATERIAL. ALL SIGNS ARE 0.080 GAUGE, 6061-T6 OR 5052-H38 ALUMINUM ALLOY, TREATED WITH ALODINE 1200 CONVERSION COATING, 3/8 INCH DIAMETER HOLES PUNCHED, CENTERED ON TOP AND BOTTOM, HORIZONTAL AXIS WITH STANDARD 1-1/2 INCH RADIUS CORNERS. ALL IMAGING SHALL BE ACCOMPLISHED WITH A MATCH COMPONENT SYSTEM WITH ACRYLIC FILM THAT MATCHES THE WARRANTY OF THE BASE REFLECTIVE SHEETING. INKS SHALL NOT BE PERMITTED FOR IMAGINING. 3.ALL SIGNS SHALL BE FABRICATED USING RETROREFLECTIVE SHEETING CONFORMING TO ASTM D4956. 4.SIGN PANELS SHALL BE FASTENED TO THE POST WITH 2-INCH STOVE BOLTS. A WASHER SHALL BE PLACED BETWEEN THE BOLT HEAD AND THE FACE OF THE SIGN PANEL. 5.POSTS SHOULD BE INSTALLED TO PROVIDE 4-FOOT MINIMUM CLEAR WIDTH ALONG EXISTING SIDEWALK PATH FOR ADA COMPLIANCE. 6.MOUNTING IN SOD OR DIRT REQUIRES APPROXIMATELY 2.0 CU. FT. OF CONCRETE OR AS APPROVED. SIGN POST INSTALLATION DETAIL MOUNTED IN DIRT SIGN POST INSTALLATION DETAIL MOUNTED IN SOD/VEGETATION SIGN POST INSTALLATION DETAIL MOUNTED IN SIDEWALK/HARDSCAPE