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HomeMy WebLinkAbout1.0 ApplicationCRC LLC Storage Facility Major Impact Review 4/10/2021 Property: 87 County Road 103 Carbondale, CO 81623 Applicant: Crystal Ranch Corp. Contact: Bobbi Hapgood Email: bhapgood@me.com Cell: 919-619-3295 CRC LLC Storage Facility Application 2021 Table of Contents:  1.Application Form and Fee 2.Agreement to Pay Form 3.Title Commitment 4.Statement of Authority & Letter of Authorization 5.Mineral Owners of Record 6.Adjacent Property Owners 7.Project Narrative & Additional Comments & Anticipated Questions 8.Copy of Pre‐Application Conference Summary 9.4‐203.C. Vicinity Map 10.4‐203.D./.E. Site Plan & Grading/Drainage/Reclamation/Erosion Plans 11.4‐203.G. Impact Analysis Summary & 2011 SUP Impact Analysis 12.4‐203.L. Traffic Letter 13.4‐203.M. Water Supply Plan / 4‐203.N. Wastewater Supply Plan 14.Will Serve Letter 15.Section 7, Divisions 1,2,3 and 7‐1001 16.CTL Thompson Report 17.Sopris Engineering Report / Drainage Study 18.AVS Sample Lease 19.CDOT Access Permit 20.Garfield County Access permit 21.Site Storm Water Management Plan CRC LLC Storage Facility Application 2021 2 | Page Application Form and Fee:  (attached)  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: CRC LLC Storage Facility Application 2021 3 | Page Agreement to Pay Form:  (attached)  CRC LLC Storage Facility Application 2021 4 | Page Title Commitment & Ownership Information INVOICE Land Title Guarantee Company 5975 Greenwood Plaza Blvd Suite 125 Greenwood Village, CO 80111 970-945-2610 TRAVIS STEWART TRAVIS STEWART PO BOX 1319 Carbondale, CO 81623 Invoice Number:GWS-5783 Date: December 03, 2020 Order Number:63016217 Property Address:13114 HIGHWAY 82 CARBONDALE 81623 Parties:To Be Determined Buyer Invoice Charges Service: TBD Commitment Ref: 63016217 Addr: 13114 HIGHWAY 82 Party: CRC, LLC, A COLORADO LIMITED LIABILITY COMPANY Total Amount Invoiced: Less Payment(s): Balance Due: $217.00 $217.00 $0.00 $217.00 Due and Payable upon receipt Please make check payable to Land Title Guarantee Company and send to the address at the top of Page 1. Please reference Invoice Number GWS-5783 on your Payment Page 1 invoice.odt 14420 07/2015 07/30/13 11:06:43 AM Reference Your Reference Number:TBD Commitment - 63016217 Our Order Number:GWS-5783 Our Customer Number:84641.1 Invoice Requested by:TRAVIS STEWART Invoice (Process) Date:December 03, 2020 Transaction Invoiced By:Web Services Email Address:system@ltgc.com Land Title Guarantee Company Customer Distribution PREVENT FRAUD - Please remember to call a member of our closing team when initiating a wire transfer or providing wiring instructions. Order Number:GC63016217 Date: 12/03/2020 Property Address:13114 HIGHWAY 82, CARBONDALE, CO 81623 PLEASE CONTACT YOUR CLOSER OR CLOSER'S ASSISTANT FOR WIRE TRANSFER INSTRUCTIONS For Closing Assistance For Title Assistance Land Title Garfield County Title Team 901 GRAND AVENUE #202 GLENWOOD SPRINGS, CO 81601 (970) 945-2610 (Work) (970) 945-4784 (Work Fax) glenwoodresponse@ltgc.com Buyer/Borrower TO BE DETERMINED BUYER Delivered via: Electronic Mail Seller/Owner C/O ALL VALLEY STORAGE Attention: TRAVIS STEWART Delivered via: Electronic Mail Land Title Guarantee Company Estimate of Title Fees Order Number:GC63016217 Date: 12/03/2020 Property Address:13114 HIGHWAY 82, CARBONDALE, CO 81623 Parties:TO BE DETERMINED BUYER CRC, LLC, A COLORADO LIMITED LIABILITY COMPANY Visit Land Title's Website at www.ltgc.com for directions to any of our offices. Estimate of Title insurance Fees "TBD" Commitment $217.00 Total $217.00 If Land Title Guarantee Company will be closing this transaction, the fees listed above will be collected at closing. Thank you for your order! Note: The documents linked in this commitment should be reviewed carefully. These documents, such as covenants conditions and restrictions, may affect the title, ownership and use of the property. You may wish to engage legal assistance in order to fully understand and be aware of the implications of the effect of these documents on your property. Chain of Title Documents: Garfield county recorded 11/02/2006 under reception no. 710307 Garfield county recorded 12/30/2003 under reception no. 643858 Garfield county recorded 04/16/2001 under reception no. 579332 at book 1245 page 659 Garfield county recorded 07/13/1973 under reception no. 259161 at book 447 page 177 Garfield county recorded 07/13/1973 under reception no. 259162 at book 447 page 178 Garfield county recorded 06/10/1968 under reception no. 241101 at book 395 page 20 Garfield county recorded 01/31/1959 under reception no. 204227 at book 315 page 10 Property Address: 13114 HIGHWAY 82, CARBONDALE, CO 81623 1.Effective Date: 11/10/2020 at 5:00 P.M. 2.Policy to be Issued and Proposed Insured: "TBD" Commitment Proposed Insured: TO BE DETERMINED BUYER $0.00 3.The estate or interest in the land described or referred to in this Commitment and covered herein is: A FEE SIMPLE 4.Title to the estate or interest covered herein is at the effective date hereof vested in: CRC, LLC, A COLORADO LIMITED LIABILITY COMPANY 5.The Land referred to in this Commitment is described as follows: A PARCEL OF LAND SITUATED IN THE E1/2SE1/4 OF SECTION 23, LOTS 1, 2, 3, 4, 5, 6, 7, 8, 10, 11, 12, 13 OF SECTION 26, LOTS 1, 6, 7, 8, 9 OF SECTON 27, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 23, A GARFIELD COUNTY SURVEYOR BRASS CAP IN PLACE, THE POINT OF BEGINNING; THENCE S 04 DEGREES 11' 39" W ALONG THE EASTERLY LINE OF SECTION 26 A DISTANCE OF 1363.18 FEET TO THE NORTH SIXTEENTH CORNER OF SECTION 26 AND SECTION 25, A BLM CAP IN PLACE; THENCE CONTINUING ALONG SAID EASTERLY LINE S 04 DEGREES 11' 15" W 882.42 FEET; THENCE LEAVING SAID EASTERLY LINE S 89 DEGREES 58' 54" W ALONG THE NORTHERLY LINE OF GOVERNMENT LOT 8 A DISTANCE OF 441.01 FEET TO THE NORTHEAST CORNER OF THAT PARCEL OF LAND DESCRIBED IN RECEPTION NO. 241101 OF THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE, A REBAR AND CAP L.S. #19598 IN PLACE; THENCE S 02 DEGREES 54' 54" W ALONG THE EASTERLY BOUNDARY OF SAID PARCEL 134.10 FEET TO A REBAR AND CAP L.S. #27613 IN PLACE; THENCE CONTINUING ALONG SAID EASTERLY LINE S 32 DEGREES 28' 54" W 435.00 FEET TO A REBAR AND CAP L.S. # 27613 IN PLACE; THENCE CONTINUING ALONG SAID EASTERLY LINE S 58 DEGREES 20' 54" W 471.00 FEET TO A REBAR AND CAP L.S. #19598 IN PLACE; THENCE CONTINUING ALONG SAID EASTERLY LINE S 46 DEGREES 47' 54" W 964.00 FEET TO A REBAR AND CAP L.S. #19598 IN PLACE; THENCE CONTINUING ALONG SAID EASTERLY LINE S 38 DEGREES 58' 54" W 245.00 FEET TO A REBAR AND CAP L.S. #19598 IN PLACE; THENCE CONTINUING ALONG SAID EASTERLY LINE S 20 DEGREES 31' 54" W 586. 43 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF STATE HIGHWAY NO. 82, A REBAR AND CAP L.S. #19598 IN PLACE; THENCE N 75 DEGREES 41' 08" W ALONG SAID NORTHERLY RIGHT-OF-WAY 86.22 FEET; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY N 17 DEGREES 10' 22" E 115.01 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY N 72 DEGREES 49' 38" W 100.00 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY S 17 DEGREES 10' 22" W 120.00 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY N 75 DEGREES 41' 08" W ALONG SAID NORTHERLY RIGHT-OF-WAY 200.32 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY N 72 DEGREES 49' 38" W 1100.00 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY N 69 DEGREES 00' 38" W 37.47 FEET TO A POINT ON THE EASTERLY LINE OF GOVERNMENT LOT 13, A REBAR AND CAP L.S. #27613 IN PLACE; THENCE LEAVING SAID RIGHT-OF-WAY N 00 DEGREES 03' 08" W ALONG THE EASTERLY LINE OF GOVERNMENT LOT 13 A DISTANCE OF 282.77 FEET TO A REBAR AND CAP L.S. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:GC63016217 #27613 IN PLACE; THENCE LEAVING SAID EASTERLY LINE S 84 DEGREES 41' 00" W 251.75 FEET TO A REBAR AND CAP L.S. #27613 IN PLACE; THENCE N 68 DEGREES 30' 55" W 452.94 FEET TO A POINT ON THE NORTHERLY LINE OF SAID GOVERNMENT LOT 13, A REBAR AND CAP L.S. #27613 IN PLACE; THENCE N 89 DEGREES 50' 38" W ALONG SAID NORTHERLY LINE 787.55 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF SAID STATE HIGHWAY NO. 82, A REBAR AND CAP L.S. #27613 IN PLACE; THENCE N 72 DEGREES 50' 07" W ALONG SAID NORHTERLY RIGHT-OF-WAY 260.97 FEET; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY N 73 DEGREES 16' 36" W 437.06 FEET; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1950.00 FEET AND A CENTRAL ANGLE OF 17 DEGREES 33' 00" A DISTANCE OF 597.30 FEET (CHORD BEARS N 82 DEGREES 04' 37" W 594.96 FEET); THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY S 89 DEGREES 08' 53" W 32.40 FEET TO A CDOT RIGHT-OF-WAY MONUMENT IN PLACE; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY N 77 DEGREES 38' 38" W 141. 70 FEET TO A CDOT RIGHT-OF-WAY MONUMENT IN PLACE, THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY S 89 DEGREES 09' 30" W 340.31 FEET TO A POINT ON THE EASTERLY BOUNDARY LINE OF DIXON SUBDIVISION AS AMENDED; THENCE LEAVING SAID NORTHERLY RIGHT- OF-WAY N 00 DEGREES 00' 21" W ALONG THE EASTERLY LINE OF SAID SUBDIVISION AND SAID EASTERLY LINE EXTENDED 1009.99 FEET TO POINT ON THE NORTHERLY LINE OF GOVERNMENT LOT 6 OF SAID SECTION 27; THENCE N 88 DEGREES 32' 33" E ALONG SAID NORTHERLY LINE OF SAID GOVERNMENT LOT 6 A DISTANCE OF 55.01 FEET TO THE SOUTHWEST CORNER OF SAID GOVERNMENT LOT 1; THENCE N 00 DEGREES 35' 37" E ALONG THE WESTERLY LINE OF SAID GOVERNMENT LOT 1 A DISTANCE OF 914.30 FEET TO THE NORTHEAST SIXTEENTH CORNER OF SAID SECTION 27, A BLM CAP IN PLACE; THENCE ALONG THE NORTHERLY LINE OF SAID LOT 1 S 88 DEGREES 41' 05" E 1296.82 FEET TO THE NORTH SIXTEENTH CORNER OF SAID SECTION 27 AND SECTION 26, A BLM CAP IN PLACE; THENCE S 89 DEGREES 59' 06" E ALONG THE NORTHERLY LINE OF GOVERNMENT LOT 4 AND LOT 3 OF SAID SECTION 26 A DISTANCE OF 2923.75 FEET TO THE NORTH- CENTER SIXTEENTH CORNER OF SAID SECTION 26, A BLM CAP IN PLACE; THENCE S 89 DEGREES 09' 48" E ALONG THE NORTHERLY LINE OF GOVERNMENT LOT 2 A DISTANCE OF 1306.83 FEET TO THE NORTHEAST SIXTEENTH CORNER OF SAID SECTION 26, A 3 1/4" ALUMINUM CAP L.S. #19598 SET IN PLACE; THENCE N 04 DEGREES 07' 35" E ALONG THE WESTERLY LINE OF THE NE1/4NE1/4 OF SAID SECTION 26 A DISTANCE OF 1379.95 FEET TO THE EAST SIXTEENTH CORNER OF SAID SECTION 26 AND SECTION 23, A BLM GAP INPLACE; THENCE N 01 DEGREES 15' 55" W ALONG THE WESTERLY LINE OF THE E1/2SE1/4 OF SAID SECTION 23 A DISTANCE OF 2603.33 FEET TO THE EAST-CENTER SIXTEENTH CORNER OF SAID SECTION 23, A BLM CAP IN PLACE; THENCE N 89 DEGREES 52' 54" E ALONG THE NORTHERLY LINE OF SAID E1/2SE1/4 A DISTANCE OF 1237.65 FEET TO THE EAST QUARTER CORNER OF SAID SECTION 23, A COUNTY SURVEYOR BRASS CAP IN PLACE; THENCE S 02 DEGREES 43' 05" E ALONG THE EASTERLY LINE OF SAID SECTION 23 A DISTANCE OF 1321.92 FEET TO THE SOUTH SIXTEENTH CORNER OF SAID SECTION 23 AND SECTION 24, A BLM CAP IN PLACE; THENCE CONTINUING ALONG THE EASTERLY LINE OF SAID SECTION 23 S 02 DEGREES 47' 35"E 1322.21 FEET TO THE POINT OF BEGINNING.​ TOGETHER WITH THE PROPERTY DESCRIBED IN INSTRUMENT RECORDED JUNE 5, 2001 IN BOOK 1258 AT PAGE 902 AND INSTRUMENT RECORDED AUGUST 4, 2003 IN BOOK 1501 AT PAGE 322 ​ EXCEPTING FROM THE ABOVE:​ THE PARCEL OF LAND RECORDED IN INSTRUMENT RECORDED APRIL 16, 2001 IN BOOK 1245 AT PAGE 659 AND PARCEL OF LAND RECORDED IN INSTRUMENT RECORDED NOVEMBER 2, 2007 UNDER RECEPTION NO. 736678. AND EXCEPTING FROM THE ABOVE:​ THE PARCEL OF LAND DESCRIBED IN INSTRUMENT RECORDED JUNE 13, 2012 AT RECEPTION NO. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:GC63016217 819979 AND RECORDED FEBRUARY 4, 2013 AT RECEPTION NO. 830840 AND EXCEPTING FROM THE ABOVE:​ THE PARCEL OF LAND DESCRIBED IN INSTRUMENT RECORDED MARCH 19, 2012 AT RECEPTION NO. 816136 AND RECORDED FEBRUARY 4, 2013 AT RECEPTION NO. 830840 AND EXCEPTING FROM THE ABOVE:​ A ROADWAY WITHIN LOTS 10 AND 11 OF SECTION 26, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, ALSO WITHIN THE PROPERTY DESCRIBED IN THE DOCUMENT RECORDED NOVEMBER 2, 2006 AS RECEPTION NO. 710307 OF THE GARFIELD COUNTY RECORDS WITH ALL BEARINGS CONTAINED HEREIN BEING RELATIVE TO A BEARING OF S 89°59'06" E BETWEEN THE N1/16 CORNER OF SAID SECTIONS 26 AND 27 AND THE N- C1/16 OF SAID SECTION 26; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:​ BEGINNING AT A POINT ON THE COMMON BOUNDARY OF SAID DOCUMENT AND THE PROPERTY DESCRIBED IN THE WARRANTY DEED RECORDED DECEMBER 30, 1983 AS RECEPTION NO. 348555 OF SAID COUNTY RECORDS FROM WHENCE SAID N1/16 CORNER BEARS N. 52°19'38"W., A DISTANCE OF 4,386.66 FEET; THENCE LEAVING SAID COMMON BOUNDARY THE FOLLOWING SIX (6) COURSES:​ 1) S 43°03'09" W, 72.85 FEET;​ 2) 94.97 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, RADIUS OF 200.00 FEET AND CENTRAL ANGLE OF 27°12'29" (CHORD S 56°39'24" W, 94.08 FEET);​ 3) S 70°15'39" W, 176.85 FEET;​ 4) 147.95 FEET ALONG THE ARC OF A CURVE TO THE LEFT, RADIUS OF 160.00 FEET AND CENTRAL ANGLE OF 52°58'45" (CHORD BEARS S 43°46'16" W, 142.73 FEET);​ 5) S 17°16'54" W, 4.99 FEET;​ 6) S 59°19'11" W, 67.47 FEET TO A POINT ON THE COMMON BOUNDARY OF SAID PROPERTY DESCRIBED IN THE DOCUMENT RECORDED NOVEMBER 2, 2006 AS RECEPTION NO. 710307 AND THE NORTHERLY RIGHT-OF-WAY OF STATE HIGHWAY NO. 82; THENCE ALONG SAID COMMON BOUNDARY THE FOLLOWING THREE (3) COURSES:​ 1) S 75°40'49" E, 131.97 FEET;​ 2) N 17°10'41" E, 120.00 FEET;​ 3) S 72°49'19" E, 35.93 FEET; THENCE LEAVING SAID COMMON BOUNDARY N 70°15'39" E, A DISTANCE OF 160.27 FEET; THENCE 50.95 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 14°35'43" (CHORD N 62°57'47" E, 50.81 FEET TO A POINT ON SAID COMMON BOUNDARY OF SAID PROPERTY DESCRIBED IN THE DOCUMENT RECORDED NOVEMBER 2, 2006 AS RECEPTION NO. 710307 AND THE PROPERTY DESCRIBED IN THE WARRANTY DEED RECORDED DECEMBER 30, 1983 AS RECEPTION NO. 348555; THENCE ALONG SAID COMMON BOUNDARY N 20°32'00" E, A DISTANCE OF 169.06 FEET TO THE POINT OF BEGINNING AS DECLARATION IN INSTRUMENT RECORDED APRIL 22, 2014 AT RECEPTION NO. 848450.​ COUNTY OF GARFIELD​ STATE OF COLORADO ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:GC63016217 Copyright 2006-2020 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. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:GC63016217 ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part I (Requirements) Order Number: GC63016217 All of the following Requirements must be met: This proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. Pay the agreed amount for the estate or interest to be insured. Pay the premiums, fees, and charges for the Policy to the Company. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. THIS COMMITMENT IS FOR INFORMATION ONLY, AND NO POLICY WILL BE ISSUED PURSUANT HERETO. NOTE: THE COMMITMENT DOES NOT REFLECT THE STATUS OF TITLE TO WATER RIGHTS OR REPRESENTATION OF SAID RIGHTS. NOTE: THIS COMMITMENT IS NOT A REPORT OR REPRESENTATION AS TO MINERAL INTERESTS, AND SHOULD NOT BE USED, OR RELIED UPON, IN CONNECTION WITH THE NOTICE REQUIREMENTS THAT ARE SET FORTH IN CRS 24-65.5-103. This commitment does not republish any covenants, condition, restriction, or limitation contained in any document referred to in this commitment to the extent that the specific covenant, conditions, restriction, or limitation violates state or federal law based on race, color, religion, sex, sexual orientation, gender identity, handicap, familial status, or national origin. 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.Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6.(a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 7.(a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 8.EXISTING LEASES AND TENANCIES. 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 MARCH 14, 1894, IN BOOK 12 AT PAGE 307. 10.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 RECORDED SEPTEMBER 8, 1899 IN BOOK 12 AT PAGE 526. 11.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 RECORDED FEBRUARY 19, 1923 IN BOOK 73 AT PAGE 130. 12.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 MAY 09, 1898, IN BOOK 12 AT PAGE 485. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: GC63016217 13.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 MAY 27, 1895, IN BOOK 12 AT PAGE 366. 14.RESERVATONS AS CONTAINED IN DEED FROM EDITH JAMES, ALSO KNOWN AS EDITH S. JAMES, FREEMAN S. JAMES, ALSO KNOWN AS F.S. JAMES AS FREEMAN SMITH JAMES AND SHIRLEY L. SPARKS (FORMERLY SHIRLEY L. JAMES) TO RICHARD C. MARTIN AND WILMA S. MARTIN, RECORDED JANUARY 31, 1959, IN BOOK 315 AT PAGE 10, PROVIDING AS FOLLOWS: AND PROVIDED FURTHER THAT THE GRANTORS HEREIN, FOR THEMSELVES, THEIR HEIRS, EXECUTORS, ADMINISTRATORS AND ASSIGNS RESERVE, AND EXCEPT FROM THIS CONVEYANCE, AN UNDIVIDED 1/2 INTEREST IN AND TO ALL OIL, GAS AND OTHER MINERALS IN OR UNDER SAID LAND, OR WHICH MAY BE RECOVERED THEREFROM, AND ALSO THE RIGHT OF INGRESS AND EGRESS TO GO UPON SAID LANDS AND DRILL, PROSPECT FOR, AND PRODUCE, ANY SUCH OIL, GAS OR OTHER MINERALS, SUBJECT TO THE CONDITION THAT THE OWNERS OF SUCH RESERVED MINERAL ESTATE WILL BE REQUIRED TO PAY THE SURFACE OWNER ALL DAMAGES OCCASIONED BY ANY DRILLING, PROSPECTING, OR OTHER PRODUCTION OPERATIONS. 15.AS TO A PORTION OF THE E1/2 OF THE SOUTHEAST1/4 OF SECTION 23 AND OF THE NE1/4NE1/5 AND LOTS 1 TO 12 OF SECTION 26, SAND AND GRAVEL LEASE BETWEEN RICHARD C. MARTIN AND WILMA S. MARTIN, AS LESSORS AND ANDY ZEMLOCK, JR. AND MARTIN SCOTT ZEMLOCK, AS LESSEES, FOR A TERM OF YEARS, DATED FEBRUARY 27, 1963 RECORDED FEBRUARY 27, 1963 AT RECEPTION NO. 220571. 16.RIGHT OF WAY FOR THE NICHOLS DITCH AS SHOWN BY MAP AND STATEMENT FILED FOR RECORD JUNE 1, 1895 AS DOCUMENT NO. 18448. 17.RIGHTS OF WAY FOR THE NICHOLS DITCH, THE FIRST ENLARGEMENT OF THE KELSO DITCH AND THE SECOND ENLARGEMENT OF THE KELSO DITCH, AS EVIDENCED BY DECREE RECORDED FEBRUARY 3, 1941 IN BOOK 201 AT PAGE 68, CERTIFICATE OF WATER RIGHTS RECORDED MAY 24, 1958 IN BOOK 309 AT PAGE 30 AND CERTIFICATE OF WATER RIGHTS RECORDED MAY 24, 1958 IN BOOK 309 AT PAGE 31. 18.RIGHT OF WAY AND EASEMENT AGREEMENT FOR ROAD PURPOSES AS GRANTED IN INSTRUMENT RECORDED JUNE 10, 1968 IN BOOK 395 AT PAGE 23. 19.RIGHT OF WAY FOR ROAD PURPOSES AS GRANTED IN WARRANTY DEED FROM JOHN G. POWERS TO RICHARD C. MARTIN AND WILMA S. MARTIN RECORDED JULY 13, 1973 IN BOOK 447 AT PAGE 178 AND AS CONVEYED IN DEED RECORDED APRIL 16, 2001 UNDER RECEPTION NO. 579332. 20.RIGHT OF WAY EASEMENT TO THE MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY AS GRANTED BY INSTRUMENT RECORDED SEPTEMBER 18, 1975 IN BOOK 454 AT PAGE 198. 21.EASEMENT TO U.S. WEST COMMUNICATIONS, INC. AS GRANTED BY INSTRUMENT RECORDED JULY 12, 1991 IN BOOK 808 AT PAGE 419. 22.RIGHT OF WAY EASEMENT TO U.S. WEST COMMUNICATIONS, INC. AS GRANTED BY INSTRUMENT RECORDED JULY 21, 1991 IN BOOK 808 AT PAGE 422. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: GC63016217 23.RIGHT OF WAY EASEMENT TO HOLY CROSS ELECTRIC ASSOCIATION, INC. FOR AN ELECTRIC TRANSMISSION OR DISTRIBUTION LINE AS GRANTED BY INSTRUMENT RECORDED MARCH 31, 1972 IN BOOK 428 AT PAGE 541. 24.RIGHT OF WAY EASEMENT TO HOLY CROSS ELECTRIC ASSOCIATION, INC. AS GRANTED BY INSTRUMENT RECORDED MAY 25, 1973 IN BOOK 445 AT PAGE 79. 25.RIGHT OF WAY EASEMENT TO HOLY CROSS ELECTRIC ASSOCIATION, INC. AS GRANTED BY INSTRUMENT RECORDED MARCH 6, 1980 IN BOOK 544 AT PAGE 860 AND RECORDED MARCH 19, 1991 IN BOOK 800 AT PAGE 565 AND RECORDED AUGUST 28, 1995 IN BOOK 951 AT PAGE 287. 26.RIGHT OF WAY EASEMENTS TO HOLY CROSS ENERGY AS GRANTED BY INSTRUMENT RECORDED MAY 30, 2000 IN BOOK 1189 AT PAGE 639, IN BOOK 1189 AT PAGE 641 AND IN BOOK 1189 AT PAGE 643. 27.TERMS, CONDITIONS AND PROVISIONS OF EASEMENT, DEEDS AND AGREEMENT RECORDED SEPTEMBER 04, 1992 IN BOOK 840 AT PAGE 970. 28.TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN FINDINGS AND DECREE RECORDED MARCH 17, 1994 IN BOOK 896 AT PAGE 1. 29.TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN RULE AND ORDER RECORDED JANUARY 31, 1975 IN BOOK 468 AT PAGE 518. 30.TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED APRIL 05, 2001 IN BOOK 1243 AT PAGE 151 AND AMENDMENT RECORDED OCTOBER 11, 2011 AT RECEPTION NO. 809168. 31.TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED JUNE 05, 2001 IN BOOK 1258 AT PAGE 909. 32.TERMS, CONDITIONS AND PROVISIONS OF ORDER RECORDED AUGUST 04, 2003 IN BOOK 1501 AT PAGE 322. 33.TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN HOLY CROSS ENERGY RIGHT OF WAY EASEMENT RECORDED AUGUST 28, 2008 UNDER RECEPTION NO. 754761. 34.TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN TRENCH, CONDUIT, AND VAULT AGREEMENT RECORDED JUNE 01, 2010 UNDER RECEPTION NO. 786667. 35.EASEMENT GRANTED TO HOLY CROSS ENERGY, A COLORADO CORPORATION, FOR UNDERGROUND ELECTRIC TRANSMISSION OR DISTRIBUTION LINE, AND INCIDENTAL PURPOSES, BY INSTRUMENT RECORDED JUNE 01, 2010, UNDER RECEPTION NO. 786668. 36.TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 2011-77 RECORDED DECEMBER 14, 2011 AT RECEPTION NO. 811974. 37.TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN VIEW PLANE NEGATIVE EASEMENT AND COVENANTS RECORDED MARCH 19, 2012 UNDER RECEPTION NO. 816134. 38.TERMS, CONDITIONS AND PROVISIONS OF EASEMENT AGREEMENT RECORDED OCTOBER 11, 2011 AT RECEPTION NO. 809167. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: GC63016217 39.TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN ROAD CONSTRUCTION AGREEMENT RECORDED MAY 13, 2013 UNDER RECEPTION NO. 834949. 40.TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN LAND USE CHANGE PERMIT RECORDED MAY 14, 2013 UNDER RECEPTION NO. 835254. 41.TERMS, CONDITIONS AND PROVISIONS OF HOLY CROSS RIGHT OF WAY EASEMENT RECORDED JULY 12, 2013 AT RECEPTION NO. 837919 AND RE RECORDED JULY 25, 2013 AT RECEPTION NO. 838444. 42.TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 14-19 RECORDED APRIL 22, 2014 AT RECEPTION NO. 848456. 43.TERMS, CONDITIONS AND PROVISIONS OF UTILITY EASEMENT RECORDED APRIL 22, 2014 AT RECEPTION NO. 848457. 44.TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. PC-2014-02 RECORDED APRIL 09, 2014 AT RECEPTION NO. 848030. 45.TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 2014-20 RECORDED APRIL 22, 2014 AT RECEPTION NO. 848461. 46.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF RESOLUTION BY THE GARFIELD COUNTY BOARD OF COUNTY COMMISSIONERS, NO. 44, SERIES OF 2016 RECORDED JUNE 28, 2016 AS RECEPTION NO. 878934. 47.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF AMENDED LAND USE CHANGE PERMIT RECORDED JULY 12, 2016 AS RECEPTION NO. 879545. 48.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF RESOLUTION BY THE GARFIELD COUNTY BOARD OF COUNTY COMMISSIONERS, NO. 32, SERIES OF 2019 RECORDED MAY 22, 2019 AS RECEPTION NO. 920620. 49.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF LAND USE CHANGE PERMIT RECORDED MAY 22, 2019 AS RECEPTION NO. 920621. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: GC63016217 LAND TITLE GUARANTEE COMPANY DISCLOSURE STATEMENTS Note: Pursuant to CRS 10-11-122, notice is hereby given that: Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that, the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or filing information at the top margin of the document. Note: Colorado Division of Insurance Regulations 8-1-2 requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed". Provided that Land Title Guarantee Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders Policy when issued. Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. The Subject real property may be located in a special taxing district.(A) A certificate of taxes due listing each taxing jurisdiction will be obtained from the county treasurer of the county in which the real property is located or that county treasurer's authorized agent unless the proposed insured provides written instructions to the contrary. (for an Owner's Policy of Title Insurance pertaining to a sale of residential real property). (B) The information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. (C) The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit. (A) No labor or materials have been furnished by mechanics or material-men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. (B) The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic's and material-men's liens. (C) The Company must receive payment of the appropriate premium.(D) If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor; payment of the appropriate premium fully executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. (E) Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owner's policy commitments disclosing that a mineral estate has been severed from the surface estate, in Schedule B-2. Note: 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. Note: Pursuant to Colorado Division of Insurance Regulations 8-1-3, notice is hereby given of the availability of a closing protection letter for the lender, purchaser, lessee or seller in connection with this transaction. That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and (A) That such mineral estate may include the right to enter and use the property without the surface owner's permission. (B) JOINT NOTICE OF PRIVACY POLICY OF LAND TITLE GUARANTEE COMPANY, LAND TITLE GUARANTEE COMPANY OF SUMMIT COUNTY LAND TITLE INSURANCE CORPORATION AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY This Statement is provided to you as a customer of Land Title Guarantee Company as agent for Land Title Insurance Corporation and Old Republic National Title Insurance Company. We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized access to your non-public personal information ("Personal Information"). In the course of our business, we may collect Personal Information about you from: applications or other forms we receive from you, including communications sent through TMX, our web-based transaction management system; your transactions with, or from the services being performed by us, our affiliates, or others; a consumer reporting agency, if such information is provided to us in connection with your transaction; and The public records maintained by governmental entities that we obtain either directly from those entities, or from our affiliates and non-affiliates. Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows: We restrict access to all Personal Information about you to those employees who need to know that information in order to provide products and services to you. We may share your Personal Information with affiliated contractors or service providers who provide services in the course of our business, but only to the extent necessary for these providers to perform their services and to provide these services to you as may be required by your transaction. We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your Personal Information from unauthorized access or intrusion. Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action. We regularly assess security standards and procedures to protect against unauthorized access to Personal Information. WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT STATED ABOVE OR PERMITTED BY LAW. Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We may disclose your Personal Information when you direct or give us permission; when we are required by law to do so, for example, if we are served a subpoena; or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. Our policy regarding dispute resolution is as follows: Any controversy or claim arising out of or relating to our privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. Commitment For Title Insurance Issued by Old Republic National Title Insurance Corporation NOTICE IMPORTANT—READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY’S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. . COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I—Requirements; Schedule B, Part II—Exceptions; and the Commitment Conditions, Old Republic National Title Insurance Company, a Minnesota corporation (the “Company”), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I—Requirements have not been met within 6 months after the Commitment Date, this Commitment terminates and the Company’s liability and obligation end. COMMITMENT CONDITIONS 1.DEFINITIONS 2.If all of the Schedule B, Part I—Requirements have not been met within the time period specified in the Commitment to Issue Policy, Commitment terminates and the Company’s liability and obligation end. 3.The Company’s liability and obligation is limited by and this Commitment is not valid without: 4.COMPANY’S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5.LIMITATIONS OF LIABILITY i.comply with the Schedule B, Part I—Requirements; ii.eliminate, with the Company’s written consent, any Schedule B, Part II—Exceptions; or iii.acquire the Title or create the Mortgage covered by this Commitment. “Knowledge” or “Known”: Actual or imputed knowledge, but not constructive notice imparted by the Public Records.(a) “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, avenues, 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 to be insured by the Policy. (b) “Mortgage”: A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law.(c) “Policy”: Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (d) “Proposed Insured”: Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment.(e) “Proposed Policy Amount”: Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (f) “Public Records”: Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (g) “Title”: The estate or interest described in Schedule A.(h) the Notice;(a) the Commitment to Issue Policy;(b) the Commitment Conditions;(c) Schedule A;(d) Schedule B, Part I—Requirements; and(e) Schedule B, Part II—Exceptions; and(f) a counter-signature by the Company or its issuing agent that may be in electronic form.(g) The Company’s liability under Commitment Condition 4 is limited to the Proposed Insured’s actual expense incurred in the interval between the Company’s delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured’s good faith reliance to: (a) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (b) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (c) The Company’s liability shall not exceed the lesser of the Proposed Insured’s actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (d) The Company shall not be liable for the content of the Transaction Identification Data, if any.(e) 6.LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT 7.IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company’s agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company’s agent for the purpose of providing closing or settlement services. 8.PRO-FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro-forma policy illustrating the coverage that the Company may provide. A pro-forma policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9.ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is $2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at http://www.alta.org/arbitration. IN WITNESS WHEREOF, Land Title Insurance Corporation has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A to be valid when countersigned by a validating officer or other authorized signatory. Issued by: Land Title Guarantee Company 3033 East First Avenue Suite 600 Denver, Colorado 80206 303-321-1880 Senior Vice President This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Land Title Insurance Corporation. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I—Requirements; and Schedule B, Part II—Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) 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. In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I—Requirements have been met to the satisfaction of the Company. (f) In any event, the Company’s liability is limited by the terms and provisions of the Policy.(g) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment.(a) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment.(b) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (c) The deletion or modification of any Schedule B, Part II—Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (d) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company.(e) When the Policy is issued, all liability and obligation under this Commitment will end and the Company’s only liability will be under the Policy.(f) CRC LLC Storage Facility Application 2021 5 | Page Statement of Authority  &  Authorization Letter  (attached)  CRC LLC Storage Facility Application 2021 6 | Page Mineral Owners of Record:  (attached)  CRC LLC Storage Facility Application 2021 7 | Page Adjacent Property Owners (200ft.) :  (attached)  CRC LLC Storage Facility Application 2021 8 | Page Project Narrative & Additional  Comments/Anticipated Questions CRC LLC Storage Facility Application 2021 Project Narrative:  The Applicant is proposing to permit an additional outdoor storage lot on the former Powers Pit  Property, located at the intersection of County Road 103 and Highway 82, Carbondale, CO.   In 2015 a  land use change permit (GAPA 8208) was issued to CRC, LLC and All Valley Storage for the  construction  and operation of a contractor’s storage yard.  In 2019 Rocky Mountain Stone was granted  a land use change permit to operate a retail/wholesale stone yard on the property as well.  In 2020, All Valley Storage and CRC, LLC began an application for an additional 5.8 acres storage facility. This final application is to utilize some of the remaining acreage, 3.5 acres +/-, for an additional outdoor storage lot. This property is zoned Rural and is a Rural Employment Center as designated on the Comprehensive Plan  2030 Future Land Use Map.  The Applicant anticipates the storage yard to be approx. 4 acres (+/‐) in size and used for a contract yard outdoor storage.  Because of intermittent use, the Applicant is not proposing to provide  potable water. Wastewater may be managed through the placement and regular servicing of a porta‐ john. The main office for the facility will be operated out of a separate location (13112 Highway 82, Carbondale, CO). therefore no employees will office on‐site.  This application provides a conceptual  storage layout as well as turn modeling to demonstrate conformance to all applicable land use code  standards.    Site Schematic:  Schematic of Pit Floor (Storage Facility outlined in solid red line) CRC LLC Storage Facility Application 2021 Site layout Detail:  CRC LLC Storage Facility Application 2021 Additional Details and Anticipated Questions:  The following items are listed together to provide clarification on common questions for  applications such as this.    Current Property Uses: The property is currently used by three businesses, CRH/Oldcastle‐ Batchplant, Rocky Mountain Stoneyard and All Valley Storage.  These uses are shown on the  “site schematic”, included in the project narrative.  Site Development: This site was designed (access, drainage, impervious materials calculations,  traffic & landscape) in 2011 for the approval of the Rural Employment Center, which also  included the readymix batch plant on site.  Many of the reports and studies were completed at  that time and remain unchanged as they anticipated future uses such as this application.   Furthermore, the reclamation of the gravel pit included grading the site to conform to the  drawings and approvals.  This application will not require grading, landscaping or any  construction beyond the installation of a fence/gate.    General Operations:  This site will be operated by CRC, LLC.  It is anticipated that hours of  operation would be 6 am to 6 pm Monday thru Saturday.  We anticipate storage for four to five companies.  Since this site is self‐service and few companies storing equipment, we  don’t anticipate traffic being an issue.  Examples of Items to be stored:  It is anticipated that the following items will be stored at this  site: landscaping materials and equipment, Trucks, and construction equipment.  CRC will be  visually inspecting all items for potential hazards or issues.  Overnight Stays:  Overnight stays are not permitted and will not be allowed to occur.  Employees: As stated in other parts of this application, there are no full time employees  working at this site.  Employees of CRC only visit this site intermittently to check on the  property, clean up any trash and address issues.  Visibility from Surrounding Properties:  This site has no visibility from neighboring sites due to  the construction of berms that were completed with the reclamation of the gravel pit.   Cars  passing on County Road 103 get a quick view when passing the entrance.  Legal Access:  This site has legal access per the CDOT access permit that was obtained through  the 2011 SUP/Rural Employment Center Designation.  Per the included traffic study, traffic  counts are still well under the approved figures.  CRC Storage Facility Application 2021 Development / Improvement Agreements:  There is no infrastructure or physical  improvements being made to this site beyond fencing.   Development/Improvement  Agreements are not applicable to this application.  Landscape:  This property went through a comprehensive landscape design and construction  during the reclamation of the gravel pit.  This site will contain no additional landscaping as it is  internal to the property and not visible by neighbors or the public.  CRC Storage Facility Application 2021 12 | Page Pre‐Application Conference Summary :  (attached)  1 Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com PRE-APPLICATION CONFERENCE SUMMARY TAX PARCEL NUMBER: 2393-264-00-007 DATE: March 9, 2021 PROJECT: CRC LLC Storage Facility OWNER: CRC LLC REPRESENTATIVE: Bobbi Hapgood PRACTICAL LOCATION: 87 County Road 103, located east of the Town of Carbondale ZONING: Rural (R) TYPE OF APPLICATION: Major Impact Review for Contractor’s Yard, Large I. GENERAL PROJECT DESCRIPTION The Applicant is proposing to develop the remaining flat portion of the reclaimed gravel pit as a Contractor’s Yard. The proposal would cover approximately three acres of the property (divided into three one-acre leasable areas) and would be a gated and fenced, self service facility. No on-site employees are proposed. Although the three-acre proposal is less than the five-acre threshold for a Contractor’s Yard, Small, there is already a five-acre Contractor’s Yard located on the parcel. Because the cumulative Contractor’s Yard areas are greater than the five-acre minimum, this application will require a Major Impact review. The site is accessed by existing private driveways serving the industrial uses on the site (batch plant) and a retail stone yard. Access is off of County Road 103 in the proximity of Highway 82. The proposed use would be the fourth activity on the reclaimed portion of the gravel pit. No facilities including water and sewer services are anticipated for the proposed storage use. When submitting the application, the applicant will need to update all associated engineering analysis and reports that have been previously used for activities within the reclaimed gravel pit. 2 II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS • Garfield County Comprehensive Plan 2030 as amended • Garfield County Land Use and Development Code, as amended o Article III, Zoning ▪ Rural Zone District - Lot/Building Requirements (Table 3-201) ▪ Use Table (Table 3-403) - Storage o Article IV, Application and Review Procedures ▪ Major Impact Review (Section 4-105) ▪ Common Review Procedures (Section 4-101) ▪ Table 4-102 Common Review Procedures and Required Notice ▪ Table 4-201 Application Submittal Requirements ▪ Description of Submittal Requirements (Section 4-203) ▪ Section 4-118 Waiver from Standards ▪ Section 4-202 Waiver from Submittal Requirements o Article VII, Standards – Division 1 General Standards, Division 2 General Resource Protection Standards, Division 3 Site Planning – as applicable, including Section 7-1001 Industrial Use Standards. o Article 15, Definitions - Storage III. COMPREHENSIVE PLAN 2030 The site has an Industrial Use Designation on the Comprehensive Plan 2030 Future Land Use Map and is located within the Carbondale 3 Mile Area of Influence. An excerpt from the Comprehensive Plan Future Land Use Map is included below. SITE 3 IV. REVIEW PROCESS In summary, the Application will follow the Major Impact Review Process contained in Sections 4-101 and 4-104 and in Table 4-102 (see attached flow chart): 1. Pre-application Conference 2. Submittal of Application (3 hard copies plus one digital PDF copy on CD or USB Stick) 3. Determination of Completeness: If Technically Complete the Applicant will be notified and the request scheduled for a public hearing before the Board of County Commissioners. If it is not technically complete the Applicant will be advised of the deficiencies. 4. Additional copies of the Application are provided for referral agencies and the Board of County Commissioners. 5. Applicant completes public notice for the public hearing (mailing, posting, and publication) a minimum of 30 days prior to the hearing. 6. Staff prepares a report including public and referral comments 7. Review and recommendation by the Planning Commission at a public hearing. 8. Review and Action by the Board of County Commissioners at a public hearing. 9. The Commissioners action is formalized by a resolution. 10. If approved with conditions the Applicant must meet the conditions prior to issuance of the Land Use Change Permit. 11. The Applicant has one year to meet all conditions of approval. V. ADDITIONAL DETAILS ON PROCESSING AND SUBMITTAL REQUIREMENTS In addition to the submittal requirements documented in Table 4-102 and Section 4-203 the following clarifications are provided. o General Application Materials including signed application form, agreement to pay, list of property owners within 200 ft. o List of mineral rights owners on the property and certificate of mineral owner research (see attached). o Narrative Description of the proposal. o A copy of the deed o Updated Title commitments o Statement of Authority for the LLC o Authorizations to represent if other than the owner. o Site Plan showing the proposed use and any related improvements, including circulation, parking and storage areas. It should also show the relationship to the other uses on the site. o Grading and Drainage plans including surfacing proposals. 4 o Screening proposals and/or documentation of visibility from adjoining properties. o The Application will need to document that there are no on-site employees and request a waiver from the water supply plan requirements based on the use. o The Application will need to address legal access to the site. o The Application will also need to address compliance with Section 7-107 Roadway Standards including accessibility for RV Vehicles and trailers. o A wastewater treatment plan is required but a waiver may be requested based on the use. Portable toilets can be proposed for customer convenience use. The plan should also include details on the RV Waste/Dump Station including any proposals for a vault and haul disposal system. o The Application will need to address any natural hazards or soils constraints on the site. o Development Agreement and Improvements Agreement are not applicable based on Foot Notes #1 and #2 from Table 4-201 unless determined necessary as part of the review process. o Impact Report. Waivers from certain elements and/or reference to the previous approved uses on the site may be appropriate. o Traffic Study. Should include basic traffic information and estimates. CDOT Access Permits, County Road permits and any conditions/limitation shall be provided. o The Application will need to address the standards contained in Article 7 and/or request waivers pursuant to Section 4-118. Application formats that follow an outline consistent with Article 7 are an efficient was to expedite the completeness review process. o Section 7-1001 Industrial Use Standards needs to be specifically addressed. The Application submittal needs to include 3 hard copies of the entire Application and 1 Digital PDF Copy of the entire Application (on a CD or USB Stick). Both the paper and digital copies should be split into individual sections. Please refer to this pre -application summary for submittal requirements that are appropriate for your Application. Additional meetings with Staff can be scheduled to address specific questions regarding waiver requests. VI. APPLICATION REVIEW a. Review by: Staff for completeness recommendation and referral agencies for additional technical review b. Public Hearing: ___ Director (noticed but not a public hearing) _X_ Planning Commission _X_ Board of County Commissioners ___ Board of Adjustment c. Referral Agencies: May include but are not limited to Garfield County Road and Bridge, Garfield County Attorney, Fire Protection District, Garfield County Vegetation Manager, Garfield County 5 Environmental Health, Garfield Consulting Engineer, Colorado Department of Transportation (CDOT), Town of Carbondale. VII. APPLICATION REVIEW FEES a. Planning Review Fees: $__400.00___ b. Referral Agency Fees: $___TBD__ (consulting engineer/civil engineer fees) c. Total Deposit: $__400.00__ (additional hours are billed at $_40.50_ /hour) VIII. GENERAL APPLICATION PROCESSING The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or m ay not be accurate. This summary does not create a legal or vested right. The summary is valid for a six-month period, after which an update should be requested. The Applicant is advised that the Application submittal once accepted by the County becomes public information and will be available (including electronically) for review by the public. Proprietary information can be redacted from documents prior to submittal. XI. PRE-APPLICATION SUMMARY PREPARED BY: March 9, 2021 Patrick Waller Date Senior Planner 6 7 8 9 10 11 CRC LLC Storage Facility Application 2021 13 | Page 4‐203 Vicinity Map:  CRC LLC Storage Facility Application 2020 14 | Page Site Plan  &   Grading and Drainage Plan  (attached)  CRC LLC Storage Facility Application 2021 16 | Page 4‐203.G. Impact Analysis Summary & 2011 SUP  Impact Analysis   (attached)  CRC LLC Storage Facility Application 2021 15 | Page 4-203 G Impact Analysis: CRC completed Full Impact Analysis as Part of the 2011 SUP for this property. That Analysis as well as the supporting documents are attached. This application falls within the contemplated uses of that approval. Changes or alterations to the 2011 responses are provided below. 1. Adjacent Land Use. Existing use of adjacent property and neighboring properties within 1,500-foot radius. [The subject property is currently used by three businesses, CRH/Oldcastle-Batchplant, Rocky Mountain Stoneyard- Retail Stoneyard and All Valley Storage-Contractors Yard. In addition there is a proposed RV storage yard. These uses are shown on the “site schematic”, included in the project narrative. The Cerise Property Located Directly East of the Property (across CR 103) is currently operated as a sand and gravel pit. Iron Rose Ranch is South of the subject property and Highway 82 and is used to raise and train cutting horses. ] 2.Site Features. A description of site features such as streams, areas subject to flooding, lakes, high ground water areas, topography, vegetative cover, climatology, and other features that may aid in the evaluation of the proposed development. [No changes from 2011 Report] 3.Soil Characteristics. A description of soil characteristics of the site that have a significant influence on the proposed use of the land. [No changes from 2011 Report] 4.Geology and Hazard. A description of the geologic characteristics of the area including any potential natural or manmade hazards, and a determination of what effect such factors would have on the proposed use of the land. [No changes from 2011 Report] 5.Groundwater and Aquifer Recharge Areas. Evaluation of the relationship of the subject parcel to Floodplains, the nature of soils and subsoils and their ability to adequately support waste disposal, the Slope of the land, the effect of sewage effluents, and the pollution of surface Runoff, stream flow, and groundwater. [No changes from 2011 Report] 6.Environmental Impacts. Determination of the existing environmental conditions on the parcel to be developed and the effects of development on those conditions, including: a.Determination of the long-term and short-term effect on flora and fauna; [No changes from 2011 Report] b.Determination of the effect on designated environmental resources, including critical wildlife habitat; [No changes from 2011 Report] c.Impacts on wildlife and domestic animals through creation of hazardous attractions, alteration of existing native vegetation, blockade of migration routes, use patterns, or other disruptions; and [No changes from 2011 Report] d.Evaluation of any potential radiation hazard that may have been identified by the State or County Health Departments. [No changes from 2011 Report] 7.Nuisance. Impacts on adjacent land from generation of vapor, dust, smoke, noise, glare or vibration, or other emanations. [No changes from 2011 Report] CRC LLC Storage Facility Application 2021 16 | Page 8.Hours of Operation. The Applicant shall submit information on the hours operation of the proposed use. [Hours of Use are contemplated as 6am to 9pm Monday thru Sunday.] Additional Changes to the Attached 2011 Impact Analysis: A.4-203(E)(21)-SPCC Plan-This plan does not provide for the storage of any hazardous materials and an SPCC plan would not be required for the storage of trailers, etc. B.4-203(E)(17)-Stormwater Management Plan: It is the opinion of our consulting Engineer, Sopris Engineering that a Stormwater Management Plan is not required for the following reasons: 1.There is a SWMP in place for the gravel pit which is CRH/United Companies permit (Permit #COR03K496). You cannot have more than one SWMP for one site, so you should be covered by their permit. Crystal Ranch Corp Concrete Batch Plant Comprehensive Plan Amendment and Major Impact Review Section 12 - Impact Analysis (4-502(E)) 109 Section 12 - Impact Analysis (4-502(E)) The Impact Analysis shall provide a description of the impacts that the proposed land use change may cause, based upon the standards that the proposed use must satisfy. The Impact Analysis shall include a complete description of how the applicant will ensure that impacts will be mitigated and standards will be satisfied. The following information shall be included in the Impact Analysis. a.Adjacent Property. An address list of real property adjacent to the subject property, and the mailing address for each of the property owners. [TLS] Applicant Response: An address list of real property adjacent to the subject property, and the mailing address for each of the property owners has been provided in Section 5 of this document. b.Adjacent Land Use. Existing use of adjacent property and neighboring properties within 1500’ radius. [TLS] Applicant Response: See the following graphic depiction of existing use of adjacent property and neighboring properties within 1500’ radius. Crystal Ranch Corp Concrete Batch Plant Comprehensive Plan Amendment and Major Impact Review Section 12 - Impact Analysis (4-502(E)) 110 Crystal Ranch Corp Concrete Batch Plant Comprehensive Plan Amendment and Major Impact Review Section 12 - Impact Analysis (4-502(E)) 111 c.Site Features. A description of site features such as streams, areas subject to flooding, lakes, high ground water areas, topography, vegetative cover, climatology, and other features that may aid in the evaluation of the proposed development. [TLS and SE] Applicant Response: Please refer to the Engineering Report by Sopris Engineering, dated 6-24-11 for this information. d.Soil Characteristics. A description of soil characteristics of the site that have a significant influence on the proposed use of the land. [CTL] Applicant Response: Our understanding is that the proposed use of land is to continue the operation of the concrete batch plant. We do not foresee the soils at the site posing a significant constraint for continuation of concrete batch plant uses. The soils at the site are generally favorable for currently planned and possible future use. e.Geology and Hazard. A description of the geologic characteristics of the area including any potential natural or man-made hazards, and a determination of what effect such factors would have on the proposed use of the land. [CTL] Applicant Response: Geology and hazards have been delineated by CTL/Thompson’s project geologist and are attached as an Exhibit. CTL/Thompson’s Summary of Conclusions is as follows: 1.No geologic or geotechnical conditions were identified which would preclude the planned development of this site. Collapse-prone soils outside of the pit area and potential for sink hole formation related to Eagle Valley Evaporite are the primary geologic concerns. 2.The subsurface conditions encountered in our exploratory pits generally were man- placed fill consisting of aggregate base course and crusher fines underlain by clean to slightly silty gravel to the maximum explored depth of 12 feet. Four feet of sandy clay-silt was encountered in the bottom of our exploratory pit TP-2. 3.We did not encounter ground water in our exploratory pits at the time of exploratory excavation operations. Our exploratory pits were backfilled immediately after exploratory excavation operations were completed. 4.We anticipate footing or slab foundations will be appropriate for buildings constructed at the site. Crystal Ranch Corp Concrete Batch Plant Comprehensive Plan Amendment and Major Impact Review Section 12 - Impact Analysis (4-502(E)) 112 5.Asphalt or asphalt with aggregate base course are suitable for access roads and parking lots. Details are presented in this report. f.Effect on Existing Water Supply and Adequacy of Supply. Evaluation of the effect of the proposed land use on the capacity of the source of water supply to meet existing and future domestic and agricultural requirements and meeting the adequate water supply requirements of Section 7-104. [SE and ZA] Applicant Response: Please refer to the Engineering Report by Sopris Engineering, dated 6-24-11 for this information. g.Effect on Groundwater and Aquifer Recharge Areas. Evaluation of the relationship of the subject parcel to floodplains, the nature of soils and subsoils and their ability to adequately support waste disposal, the slope of the land, the effect of sewage effluents, and the pollution of surface runoff, stream flow and groundwater. [CTL] Applicant Response: The nearest floodplain to the Powers Pit Concrete Plant is the Roaring Fork River floodplain, approximately 1/4 mile to the south. Proposed uses of the site do not include waste disposal. CTL I Thompson, Inc. has previously provided a slope stability analysis for the Powers Pit under our Project No. GS05464-145, dated May 6,2010. h.Environmental Effects. Determination of the existing environmental conditions on the parcel to be developed and the effects of development on those conditions, including: (1)Determination of the long term and short term effect on flora and fauna. [TLS] Applicant Response: The long term and short term affects on the flora and fauna associated with the continuation of the concrete batch plant operations at the Powers Pit are addressed in numerous sections of this application. -Wildlife (fauna) is addressed in the following section and proposes that there will be no impacts on wildlife and domestic animals through creation of hazardous attractions, alteration of existing native vegetation, blockade of migration routes, use patterns or other disruptions. -Enhancements to on site vegetation to enhance the “flora” of the site are addressed in the reclamation plans as prepared by Sopris Engineering and The Land Studio and included as an Exhibit in this document. -The Powers Pit Concrete Batch Plant Drainage Study prepared by Sopris Engineering, dated 6-24-11 is attached as an Exhibit to this document and addresses the control of surface drainage on the site to contain the runoff insuring no negative impacts to surrounding vegetation. Crystal Ranch Corp Concrete Batch Plant Comprehensive Plan Amendment and Major Impact Review Section 12 - Impact Analysis (4-502(E)) 113 (2)Determination of the effect on significant archaeological, cultural, paleontological, historic resources. [TLS] Applicant Response: The concrete batch plant operation has been the long-term use on the property and there are no significant archaeological, cultural, paleontological, or historic resources effected by this operation. (3)Determination of the effect on designated environmental resources, including critical wildlife habitat. [TLS] (a)Impacts on wildlife and domestic animals through creation of hazardous attractions, alteration of existing native vegetation, blockade of migration routes, use patterns or other disruptions. Applicant Response: Of the 45 Colorado Division of Wildlife amphibian, fish, reptile, mammal, bird and raptor habitat areas mapped on the Garfield County GIS website (http://gismaps.garfield- county.com/Wildlife/) there are five categories that have mapping related to the concrete batch plant site including black bear overall range, mountain lion overall range, bald eagle winter range, elk overall range, and mule deer summer and critical winter range. Maps illustrating these wildlife habitat designations follow this narrative. Impacts on Wildlife by Creation of Hazardous Attractions No hazardous attractions to wildlife are proposed for the concrete batch plant site. As noted above, this site is within the black bear overall range so bear proof containers will be utilized for trash disposal that might contain materials attractive to black bears. Impacts on Wildlife by Alteration of Existing Native Vegetation The concrete batch plant site is currently devoid of any native vegetation as it has been operating long-term as a concrete batch plant and the area around the concrete batch plant has been quarried for sand and gravel. As a result no vegetation exists on the concrete batch plant site that is considered native habitat. While the CDOW mapping illustrates portions of the concrete batch plant site as mule deer “critical winter range” there is no vegetation or habitat on this site to support this designation. It is likely that winter range will be established for mule deer as the revegetation plant materials are established around the concrete batch plan site. Impacts on Wildlife by Blockade of Migration Routes Crystal Ranch Corp Concrete Batch Plant Comprehensive Plan Amendment and Major Impact Review Section 12 - Impact Analysis (4-502(E)) 114 The only migration corridors identified near the concrete batch plant site are for elk and mule deer. As can be seen from the attached elk and mule deer habitat maps, the site does not block these corridors. Impacts on Wildlife by Use Patterns or Other Disruptions The use patterns associated with the concrete batch plant have been in place long-term at this site. The major change in use at this site is that the extraction of sand and gravel aggregates will cease while the concrete batch plant operations will continue until the year 2028 on a 5.8 acre portion of the site. This reduced activity will benefit wildlife as well as the commitment to revegetate the 60+ acres of the site that have been disturbed by the sand and gravel extraction operations. The reclamation plan referred to in this application identifies a number of plant species including native and pasture grass mixtures that will create habitat for elk and deer on south facing slopes. Again, it is likely that winter range will be established for mule deer and elk as the revegetation plant materials are established around the concrete batch plan site. Mountain Lion habitat is established by the presence of “prey” as noted in “Mountain Lion Management Guidelines” prepared by Darby Finley, Terrestrial Wildlife Biologist, Meeker, Colorado for the CDOW Northwest Region. According to this document, “Colorado’s elk populations are the highest anywhere in the United States and provide alternate prey for the lion’s principle food base of mule deer”. As mentioned previously, there is no mule deer or elk habitat on the concrete batch plant site to attract deer, elk, or mountain lions to the site. Although bald eagle winter range is identified in the CDOW Garfield County GIS mapping, no bald eagle roosting or nesting sites have been identified by the CDOW in the Garfield County GIS website for this area. Again, the amount of activity at the Powers Pit Concrete Batch Plant site will be greatly reduced when the aggregate extraction leaves the property and only the concrete batch plant activities continue. Crystal Ranch Corp Concrete Batch Plant Comprehensive Plan Amendment and Major Impact Review Section 12 - Impact Analysis (4-502(E)) 115 Crystal Ranch Corp Concrete Batch Plant Comprehensive Plan Amendment and Major Impact Review Section 12 - Impact Analysis (4-502(E)) 116 Crystal Ranch Corp Concrete Batch Plant Comprehensive Plan Amendment and Major Impact Review Section 12 - Impact Analysis (4-502(E)) 117 Crystal Ranch Corp Concrete Batch Plant Comprehensive Plan Amendment and Major Impact Review Section 12 - Impact Analysis (4-502(E)) 118 Crystal Ranch Corp Concrete Batch Plant Comprehensive Plan Amendment and Major Impact Review Section 12 - Impact Analysis (4-502(E)) 119 Crystal Ranch Corp Concrete Batch Plant Comprehensive Plan Amendment and Major Impact Review Section 12 - Impact Analysis (4-502(E)) 120 (4)Evaluation of any potential radiation hazard that may have been identified by the State or County Health Departments. [CTL] Applicant Response: We performed a background radiation survey of the Powers Pit Concrete Plant on April 27, 2011. We found that radiation at the site to be 0 to 3 !Rem/hr. We consider this to be normal background radiation for this area of Garfield County. (5)Spill Prevention Control and Counter Measures plan, if applicable. [TLS and Lafarge] Applicant Response: The Spill Prevention, Control, and Countermeasure (SPCC) Plan prepared by Lafarge West, Inc. is attached as an exhibit to this document. i.Traffic. Assessment of traffic impacts based upon a traffic study prepared in compliance with Section 4-502(J). [SE and SH] Applicant Response: The Powers Batch Plant will not have major negative impacts on transportation, services, and facilities. Some of the possible impacts were evaluated in the Traffic Impact Study called” LaFarge West Cerise Site” by Eugene G. Coppola, PE, PTOE, dated 8.4.10 and attached as a Traffic Exhibit. LaFarge and Crystal River Corp have entered into a lease agreement to allow the existing concrete batch plant to remain on Crystal Ranch property through the year 2028. This leads to the following conclusions: •The Project traffic identified in the Cerise Study would now travel to either the Crystal Ranch Site or the Cerise Site, along CR-103 •If approved, some Project traffic that was considered internal trips to the Cerise Site (not identified) will now travel back and forth between the Cerise Site and the Crystal Ranch Site. This is addressed in the Memorandum from Turnkey Consulting •The amount of Project traffic traveling through the intersection of SH-82 & CR-103 would not change from the values shown in the Cerise Study. •The Cerise Study accurately portrays total traffic and is valid for use in CDOT access permitting. Summary of Transportation Facility Improvement Recommendations The following improvements are recommended at the intersection of CR-103 & Powers Site Access: •Construct a northbound left-turn deceleration lane. Crystal Ranch Corp Concrete Batch Plant Comprehensive Plan Amendment and Major Impact Review Section 12 - Impact Analysis (4-502(E)) 121 •Turning radii should be capable of serving a WB-67 design vehicle. •Truck warning signs should be installed on the CR-103 approaches to the site access with a stop sign installed on the access approach to CR-103. The following improvements are recommended at the intersection of CR-103 & SH-82: •Construct a southbound left-turn deceleration lane on CR-103. •Two existing auxiliary lanes on SH-82, to the east of CR-103, should be lengthened to meet current CDOT design standards: o Westbound right turn deceleration lane – extend by 600-ft (1,100 req’d, 500 existing) o Southbound-to-eastbound left turn acceleration lane – extend by 1,180-ft (1,680 req’d, 500 existing) •Turning radii should be capable of serving a WB-67 design vehicle. This will require some median improvements. Given these improvements, the Powers Batch Plant will not have major negative impacts on transportation services or facilities. See also attached Traffic Exhibits: •Traffic Impact Study called” LaFarge West Cerise Site” by Eugene G. Coppola, PE, PTOE (dated 8.4.10) •TurnKey Consulting Memorandum called “Powers Batch Plant - Traffic Impact Assessment on Adjacent Roads” (1)Preparation and coordination of Garfield County Driveway Access Permit [SE] Applicant Response: Sopris Engineering has prepared an application for the Garfield County Driveway Access Permit that is attached as an Exhibit to this document. It will be submitted 30 days before the access is to be constructed (2)Preparation and coordination of CDOT Access Permit [SE and SH] Applicant Response: See attached draft documents showing the proposed CDOT Access Permit Application Package for the connection of CR-103 to SH-82 attached as a Traffic Exhibit. Nuisance. Impacts on adjacent land from generation of vapor, dust, smoke, noise, glare or vibration, or other emanations. [TLS and Lafarge] Crystal Ranch Corp Concrete Batch Plant Comprehensive Plan Amendment and Major Impact Review Section 12 - Impact Analysis (4-502(E)) 122 Applicant Response: Lafarge currently meets the standards for air, glare, radiation or fumes which substantially interfere with the existing use of adjoining property or which constitutes a public nuisance or hazard. Included, you will find the following management plans attached as Exhibits that address these issues: Spill Prevention, Control, and Countermeasure (SPCC) Plan prepared by Lafarge West, Inc. Stormwater Management Plan prepared by Lafarge North America Certification for the Colorado Wastewater Discharge Permit System issued by the CDPH&E Construction Permit issued by the CDPH&E Air Pollution Control Division Cerise Mine Air Quality Statement prepared by Lafarge West, Inc. Analysis of Noise from Proposed Cerise Gravel Mine prepared by Hankard Environmental, Inc. Lafarge has numerous permits and regulations that limit and prevent nuisance impacts on neighboring properties. Lafarge has been operating a Ready Mix plant on the Powers site for more than 10 years with no violations. Reclamation Plan. A reclamation plan consistent with the standards in Section 7-212. [SE] Applicant Response: Please refer to Sopris Engineering’s sheet IA-2 for this information. CRC LLC Storage Facility Application 2021 18 | Page 4‐203.E. Grading & Drainage Plan Narrative (attached in Sopris Engineering report below)  Grading and Drainage Plan (4-203.E) As is shown on sheet C2.0-Site and Grading Plan the existing and proposed site topography generally slopes slightly from north east to south west, with slopes ranging from 2-4%. There is an existing steep hillside surrounding the north and eastern portions of the site. There is also an existing detention pond southwest of the site which was installed with the Powers Pit reclamation project. Per the June 24, 2011 Drainage Study prepared by Sopris Engineering (attached), the detention pond was designed and built to detain the entire 100-year storm assuming the entire pit floor was impervious since water cannot physically leave the site and no development plans existed at the time of that report. The proposed improvements include minor grading and installation of a drainage swale along the northern boundary of the site to collect runoff from the steep slopes and route to the detention pond. The site is proposed to maintain positive sheet flow drainage from northeast to south west to the existing detention pond, which is in compliance with the 2011 Drainage Study and therefore no updates to the original report are necessary at this time. Temporary erosion control Best Management Practices will be during construction to prohibit mobilized sediment from leaving the site during construction. 4-203.L. Traffic Letter 19 | Page (attached in Sopris Engineering Report below)  CRC Storage Facility Application 2021 20| Page 4‐203.M. Water Supply Plan / 4‐203.N. Wastewater Supply Plan  (attached in Sopris Engineering Report below)  Water Supply/Distribution Plan (4-203.M) No full time employees will be located at this site as all leasing and customer service functions will be located off site, therefore there will be no need for water supply or distribution and the applicant is seeking a waiver to this requirement. It is anticipated that a manager will be checking on the site several times a week to review site conditions and meet with customers to ensure they move into the correct space. These site visits are likely to be under an hour in duration and it will be the responsibility of the manager to have bottled water with them in their vehicles. Wastewater Management and Distribution Plan (4-203.N) As is described in the Water Supply and Distribution Plan section above, there will be no full time employees on site; therefore there will be no need for wastewater management or distribution and the applicant is seeking a waiver to this requirement. The tenants may choose to have a portable toilet brought to their site; however that is neither a requirement nor part of this application. Memorandum 5 02 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 S O PRIS E N GINEERING • L LC c ivil consultants To: Barbara Hapgood From: Yancy Nichol, PE Date: May 5, 2021 Re: CRC Storage Yard- Engineering Report for Major Impact Review 87 County Road 103, Carbondale, Co 81623 SE Project #31053 Sopris Engineering has prepared this memo to summarize the Civil Engineering aspects for the proposed CRC Storage facility located at 87 County Road 103, Carbondale, Colorado (PID 2393-264-00-007) which is formally known as the Powers Pit. There are three proposed 1 acre +/- storage yards and two ½ acre +/- storage yards, each of which will be leased by a single contractor. Proposed improvements additionally include minor grading, installation of a drainage swale around the site and security fencing around the site. Below is a summary of the feasibility of the proposed site improvements per the Garfield County Land Use and Development Code (LUDC). Grading and Drainage Plan (4-203.E) As is shown on sheet C2.0-Site and Grading Plan the existing and proposed site topography generally slopes slightly from north east to south west, with slopes ranging from 2-4%. There is an existing steep hillside surrounding the north and eastern portions of the site. There is also an existing detention pond southwest of the site which was installed with the Powers Pit reclamation project. Per the June 24, 2011 Drainage Study prepared by Sopris Engineering (attached), the detention pond was designed and built to detain the entire 100-year storm assuming the entire pit floor was impervious since water cannot physically leave the site and no development plans existed at the time of that report. The proposed improvements include minor grading and installation of a drainage swale along the northern boundary of the site to collect runoff from the steep slopes and route to the detention pond. The site is proposed to maintain positive sheet flow drainage from northeast to south west to the existing detention pond, which is in compliance with the 2011 Drainage Study and therefore no updates to the original report are necessary at this time. Temporary erosion control Best Management Practices will be during construction to prohibit mobilized sediment from leaving the site during construction. Traffic (4-203.L.2) Sopris Engineering, LLC (SE) has prepared this basic traffic analysis for the proposed Site in accordance with the GCLUC section 4-203.L.2. The project Site has an access to CR103 which was permitted by the County when the Powers Pit was reclaimed. CR103 provides direct access to SH 82 which was also permitted by CDOT at the same time. Refer to the attached C1.0 which shows the existing and proposed roads (which are further described below in the Access and Roadways section). Based upon the proposed uses, we have estimated the additional trips which will be generated by the proposed CRC Storage Yard on the pit floor of the Crystal Ranch Corporation (formerly known as Power’s Pit) and compared those trips to what is currently existing at the site as well as to what is currently included in the County and CDOT permits. Based upon this analysis we have determined that neither a new County driveway permit nor CDOT access permit will be required with this development. Our findings are outlined below. In preparing our analysis, SE utilized various traffic studies/analyses which were previously prepared for this site: •May 3, 2011 Traffic Assessment for Powers Rural Employment Center-Prepared by TurnKey Consulting, LLC: This initial study was prepared as part of a 2011 Compressive Plan Amendment application to the County to request changing the property designation on the Future Land Use Map from Residential Medium to Rural Employment Center for the entirety of the pit floor which encompasses approximately 24-acres. This study details what the traffic impacts would be if the site were ever fully developed into a Rural Employment Center. This study was not used to obtain either a CDOT or County Access permit. •April 25 2012 LaFarge West: Cerise and Power Sites Traffic Impact Study-Prepared by Eugene Coppola: ENGINEERING NARRATIVE PAGE 1 of 25 C RC Storage Yard 31053 Page | 2 5 02 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 S O PRIS E N GINEERING • L LC c ivil consultants This study was prepared in order to obtain a CDOT permit for County Road 103/State Highway 82 with the Cerise site operating as an asphalt batch plant and the Powers (CRC) site operating as concrete batch plant. The CDOT access permit (Permit #312039-attached) that was issued based upon this study allows for 190 DHV at County Road 103/SH 82. All required improvements associated with both the CDOT Access Permit and County Driveway Permit (Permit #GRB12-D-15-attached) have been constructed. SE then utilized the 9th Edition of the ITE to calculate the trips the Site will generate in Table 1: 2021 CRC Storage Yard Trip Generation below: Table 1: 2021 CRC Storage Yard Trip Generation (current application) USE ITE QUANITITY UNIT AVERAGE WEEK DAY RATE AM PEAK HOUR RATE PM PEAK HOUR RATE AVERAGE WEEK DAY TRIPS AM PEAK HOUR TRIPS PM PEAK HOUR TRIPS MINI WAREHOUSE (NET RENTABLE AREA-90% OF TOTAL LEASEABLE AREA of 172,700 SF)151 155.4 1/1000 SF 1.65 0.18 0.22 256 28 34 VEHICLE TRIPS GENEARATEDTRIP GENERATION RATES 2021 CRC STORAGE YARD-CURRENT APPLICATION We then added those trips to trips included in the 2014, 2019 and recent 2021 analysis shown in Tables 2 -4 below, associated with previous land use applications for this site. Table 2: 2021 AVS Storage Yard Trip Generation (previous application) STORAGE YARD AREA (SF) AVERAGE WEEKDAY TRIPS AM PEAK HOUR TRIPS PM PEAK HOUR TRIPS MINI WAREHOUSE (NET RENTABLE AREA-90% OF TOTAL LEASEABLE AREA)128 K 211 23 28 2021 AVS STORAGE YARD -PREVIOUS APPLICATION Table 3: 2019 Stone Yard Trip Generation (previous application) SMALL CONTRACTOR'S YARD AREA (AC) 85% OF LEASABLE AREA AVT /ACRES ON A WEEKDAY* AVT /ACRES ON A WEEK DAY (AM PEAK)* AVT /ACRES ON A WEEK DAY TOTAL LEASABLE AREA (ACRES)1.000 0.850 44 7 7 2019 POWERS PIT STONE YARD TRAFFIC IMPACT ANALYISIS-LAND USE CHANGE Table 4: 2014 Small Contractor’s Yard Trip Generation (previous application) SMALL CONTRACTOR'S YARD AREA 90% OF LEASABLE AREA AVERAGE WEEK DAY TRIPS* WEEKDAY (AM PEAK)* WEEKDAY (PM PEAK)* TOTAL LEASABLE AREA (SF)217800 196,020 323 35 43 POWERS PIT 2014 SMALL CONTRACTOR'S YARD TRAFFIC IMPACT ANALYISIS-ADMINISTRATIVE REVIEW APPLICATION NOTES: *AVERAGE RATE WAS USED TO CALCULATE TRIPS FROM THE 9TH EDITION OF THE ITE The 2014, 2019 and both 2021 estimated trips from Tables 1-4 are then added to those included in the 2011 Turn Key study which was used to obtain the CDOT access permit. The combined trips are shown in Table 5: Total Site Trip Generation below: Table 5: Total Site Trip Generation PEAK PERIOD IN OUT TOTAL 2014 CONTRACTORS YARD TOTAL 2019 STONE YARD TOTAL 2021 AVS STORAGE YARD TOTAL 2021 CRC STORAGE YARD TOTAL TOTAL SITE TRIPS AM 33 12 45 35 7 23 28 138 PM 10 33 43 43 7 28 34 156 VPH BATCH PLANT PER MAY 3,2011 MEMO FROM TURN KEY CONSULTING, LLC ENGINEERING NARRATIVE PAGE 2 of 25 C RC Storage Yard 31053 Page | 3 5 02 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 S O PRIS E N GINEERING • L LC c ivil consultants As is highlighted in blue in Table 5, the total site generated trips is 138 in the AM and 156 in the PM. We then compared those trips to what was estimated for the build out of the Rural Employment Center in Table 6: 2011 Rural Employment Center Trip Generation below: Table 6: 2011 Rural Employment Center Trip Generation RANGE OF PEAK HOUR TRIPS PEAK-HOUR PERIOD TOTAL PEAK HOUR TRIP ENDS AM 165 >138 PM 170 >156 AM 939 > 138 PM 843 >156 ITE LAND USE CODE RURAL EMPLOYMENT CENTER -RANGE OF PROJECT TRIP GENERATION SUMMARY PER "TRAFFIC ASSESSMENT FOR POWERS RURAL EMPLOYMENT CENTER", PREPARED BY TURNKEY CONSLUTING, LLC DATED MAY 3, 2011 LOWEST INDUSTRIAL PARK (LUC 130) HIGHEST PARK & RIDE LOT W/BUS SERVICE (LUC 090) The estimated traffic generated by the CRC Storage Yard, along with the estimated traffic generated by the existing uses combined in Table 5-Total Site Trip Generation, is substantially less than that which was estimated for the build out of the Rural Employment Center shown in Table 6, and is also less than the existing CDOT permit which allows for 190 DHV. Therefore, development of the CRC Storage Yard is in compliance with the CDOT and County permits and no further permitting is required. Access and Roadways (7-107) The existing site has and existing access to CR 103 which was design and constructed in compliance with the traffic studies noted in the Traffic section above to accommodate the full build out of the CRC site as a Rural Employment Center. The existing access to CR 103 was designed and constructed as a boulevard configuration with each side of the boulevard including 16-feet of asphalt and a 4-foot gravel shoulder for a total width of 20-feet, in compliance with County and the fire department’s requirements. The lanes are separated by an 8-foot landscape median. The configuration accommodates WB-50 trucks and allows for 2-way access in the event that one side or the other is blocked. There is also an existing roadway on the floor of the CRC site providing access to the Site which includes 24-foot wide with 2-foot wide gravel shoulders which is in compliance with Garfield County Standards for a rural/secondary access and easily accommodates trucks and trailers. Access into and through the proposed storage yard also accommodates a SU-40 with a 24-foot wide access gates and new 40- foot wide access road. See the attached Autoturn Exhibit prepared by Sopris Engineering, dated May 5, 2021. Water Supply/Distribution Plan (4-203.M) No full time employees will be located at this site as all leasing and customer service functions will be located off site, therefore there will be no need for water supply or distribution and the applicant is seeking a waiver to this requirement. It is anticipated that a manager will be checking on the site several times a week to review site conditions and meet with customers to ensure they move into the correct space. These site visits are likely to be under an hour in duration and it will be the responsibility of the manager to have bottled water with them in their vehicles. Wastewater Management and Distribution Plan (4-203.N) As is described in the Water Supply and Distribution Plan section above, there will be no full time employees on site; therefore there will be no need for wastewater management or distribution and the applicant is seeking a waiver to this requirement. The tenants may choose to have a portable toilet brought to their site; however that is neither a requirement nor part of this application. Additional Information A) Shallow Utilities •Natural Gas: There is no natural gas service in the area according to recent discussions with Black Hills Energy Corporation. There is no need for natural gas at the proposed Storage Yard. ENGINEERING NARRATIVE PAGE 3 of 25 C RC Storage Yard 31053 Page | 4 5 02 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 S O PRIS E N GINEERING • L LC c ivil consultants •Telephone: Centurylink currently provides service to the existing batch plant at the east end of the CRC site, however, no lines exist or proposed to be extended to the proposed Storage Yard as phone service is not needed. •Electric: Electrical service is provided to the Site by Holy Cross Energy. •Cable: Comcast Cable does not currently serve the CRC site and does not have any existing infrastructure in the vicinity of the property; however cable is not needed at the proposed storage yard. B) Soils Report: •SE has reviewed the May 12, 2011 Geologic and Preliminary Geotechnical Investigation prepared by CTL Thompson and although the proposed uses within the 2011 report are different than the currently proposed storage yard, it is our opinion that the report is applicable and all proposed site conditions are in compliance with the report. Additionally, no structures are proposed so it is our opinion that no additional soils investigation is warranted for this proposed use. Summary Based on the information presented above, the proposed storage facility can be feasibly constructed and supported by the site improvements should the project obtain Limited Impact Review approval from the Garfield County Commissioners. Regards, Yancy Nichol, P.E. Principal Enclosures: -June 24, 2011 Drainage Study prepared by Sopris Engineering -CDOT Access Permit #312039 -Garfield County Driveway Permit #GRB12-D15 -SU-40 Autoturn Exhibit ENGINEERING NARRATIVE PAGE 4 of 25 ENGINEERING NARRATIVE PAGE 5 of 25 ENGINEERING NARRATIVE PAGE 6 of 25 ENGINEERING NARRATIVE PAGE 7 of 25 ENGINEERING NARRATIVE PAGE 8 of 25 ENGINEERING NARRATIVE PAGE 9 of 25 ENGINEERING NARRATIVE PAGE 10 of 25 ENGINEERING NARRATIVE PAGE 11 of 25 ENGINEERING NARRATIVE PAGE 12 of 25 ENGINEERING NARRATIVE PAGE 13 of 25 ENGINEERING NARRATIVE PAGE 14 of 25 ENGINEERING NARRATIVE PAGE 15 of 25 ENGINEERING NARRATIVE PAGE 16 of 25 ENGINEERING NARRATIVE PAGE 17 of 25 ENGINEERING NARRATIVE PAGE 18 of 25 ENGINEERING NARRATIVE PAGE 19 of 25 ENGINEERING NARRATIVE PAGE 20 of 25 ENGINEERING NARRATIVE PAGE 21 of 25 ENGINEERING NARRATIVE PAGE 22 of 25 ENGINEERING NARRATIVE PAGE 23 of 25 ENGINEERING NARRATIVE PAGE 24 of 25 24.00 SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 COUNTY OF GARFIELD, STATE OF COLORADO. SHEET 1 OF 1 SU-40 AUTOTURN EXHIBIT CRC STORAGE YARD G:\2021\31053\CIVIL\CIVIL DWGS\DE\31053-DE AUTOTURN.DWG - May 05, 2021 - 9:40am SCALE: 1"=50' Width Lock to Lock Time Track SU-40 Steering Angle 4.00 : : : 6.0 8.00 8.00 31.8: 25.00 feet 39.50 REAR WHEEL TRACKING FRONT WHEEL TRACKING VEHICLE CENTERLINE VEHICLE CLEARANCE TURNING MOVEMENT LEGEND ENGINEERING NARRATIVE PAGE 25 of 25 Storage Yard Application 2020 21 | Page Will Serve Letter  (attached)  Crystal River Corp -Storage Yard Will Serve -Solid Waste & Portable Restroom Services Garfield County Building and Planning Department 108 8th Street, Suite 201 Glenwood Springs, Co 81601 December 22, 2020 RE: CRC Storage Facility Administrative Review- 5 Acre Contractors Storage Yard Mr. Allen or whom it may concern, This letter is to certify that Mountain Waste & Recycling will serve the property located at 13114 Highway 82, Carbondale, CO 81623 for all solid waste and/or portable restrooms. The customer is subject to all standard terms and conditions. Should you have any questions or concerns, please feel free to contact me directly. Sincerely, Mike Hinkley District Manager Mountain Waste & Recycling 970-319-8193 Mike.hinkley@mountainwaste.com CRC LLC Storage Facility Application 2021 22 | Page Section 7, Divisions 1,2,3 and 7‐2001  (attached)  Storage Yard Application 2020 23 | Page 7-101. ZONE DISTRICT USE REGULATIONS. The Land Use Change shall comply with Article 3, Zoning, including any applicable zone district use restrictions and regulations. [The land use complies with Article 3 as illustrated in Table 3-403, Storage is permitted with a limited impact approval. This site was also incorporated as a Rural Employment Center as part of its 2011 SUP approvals.   7-102. COMPREHENSIVE PLAN AND INTERGOVERNMENTAL AGREEMENTS. The Land Use Change is in general conformance with the Garfield County Comprehensive Plan and complies with any applicable intergovernmental agreement. [The land use is in general conformance with the Garfield County Comprehensive Plan and complies with any applicable intergovernmental agreement, particularly the 2011 Special Use Permit and Comprehensive Plan Amendment that identifies this property as a Rural Employment Center. The description of Rural Employment Centers are as follows:] CRC LLC Storage Facility Application 2021 24 | Page 7-103. COMPATIBILITY. The nature, scale, and intensity of the proposed use are compatible with adjacent land uses. [The nature, scale and intensity of the proposed outdoor storage yard is compatible with the adjacent land uses (such as the small contractor’s yard & stone yard) as well as contemplated future uses for this property as provided by the Rural Employment Center designation.]   7-104. SOURCE OF WATER. All applications for Land Use Change Permits shall have an adequate, reliable, physical, longterm, and legal water supply to serve the use, except for land uses that do not require water, or that contain Temporary Facilities served by a licensed water hauler. [Historically, much of the Powers Ranch was flood irrigated using water rights in the Kelly Ditch and the Kelly Wastewater Ditch, which water rights divert from Crystal Spring. Water has also been provided to the gravel pit from water diverted from the Roaring Fork River through the Kelso Ditch to James Reservoir for industrial and irrigation uses. This water is pumped below highway 82 for these industrial and irrigation uses. The historically irrigated lands have now largely been mined and are ready for revegetation. The Kelso Ditch is also decreed to provide supplemental irrigation to the same gravel pit acreage that was historically irrigated under the Kelly Ditch.   The Roaring Fork Sand and Gravel pit has been operating since the mid-1960's. The primary industrial water supply has been from James Reservoir that is providing water from the Kelso and Martin Ditches. These industrial uses from the Reservoir and ditches were confirmed and augmented pursuant to the decree entered on February 6, 1995 in Case No. 92CW304. That decree also confirmed that these rights could be used for irrigation uses upon the Powers Ranch. James Reservoir has a surface area of 1.38 acres and a capacity of 8.28 acre-feet. It is located in the southwest corner of Lot 11, Section 26, Township 7 South, Range 88 West, 6th P.M. The Martin and Kelso Ditches are decreed for 3 cfs for industrial and irrigation uses. This demonstrates adequate water, however; This application does not require the use of water.]   7-105. CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS. [This application will not require water or wastewater distribution systems. Because of intermittent use, the Applicant is not proposing to provide potable water (though irrigation is CRC LLC Storage Facility Application 2021 25 | Page available throughout the site), and wastewater may be managed through the placement and regular servicing of a porta-john.]   7-106. PUBLIC UTILITIES. [The only anticipated utilities required for this yard will be power/electricity to operate gates, security systems and minor lighting. This application will not require any additional public utilities to operate]   7-107. ACCESS AND ROADWAYS. All roads shall be designed to provide for adequate and safe access and shall be reviewed by the County Engineer. [This outdoor storage yard application will utilizes an improved entrance (per the 2011 SUP approval) to this portion of the property and will not negatively impact transportation services and facilities as use will be intermittent. The site will not have any full time employees as operations will be run from the main All Valley Storage site located at Cattle Creek/CR 113. The current design does conform to the Standards of Garfield County land use code by meeting all requirements including lane width, no ditch/adequate drainage (cross slope) There is also no right of way.]   7-108. USE OF LAND SUBJECT TO NATURAL HAZARDS. Land subject to identified Natural and Geologic Hazards, such as falling rock, landslides, snow slides, mud flows, radiation, flooding, or high water tables, shall not be developed unless it has been designed to eliminate or mitigate the potential effects of hazardous site conditions as designed by a qualified professional engineer and as approved by the County. [Geology and hazards have been delineated by CTL/Thompson’s project geologist and are attached as an Exhibit. CTL/Thompson’s Summary of Conclusions is as follows:   1.No geologic or geotechnical conditions were identified which would preclude the planned development of this site. Collapse-prone soils outside of the pit area and potential for sink hole formation related to Eagle Valley Evaporite are the primary geologic concerns. 2.The subsurface conditions encountered in our exploratory pits generally were man placed fill consisting of aggregate base course and crusher fines underlain by clean to slightly silty gravel to the maximum explored depth of 12 feet. Four feet of sandy clay-silt was encountered in the bottom of our exploratory pit TP-2. 3.We did not encounter ground water in our exploratory pits at the time of exploratory excavation operations. Our exploratory pits were backfilled immediately after exploratory excavation operations were completed. 4.We anticipate footing or slab foundations will be appropriate for buildings constructed at the site. 5.Asphalt or asphalt with aggregate base course are suitable for access roads and parking lots. Details are presented in this report. Storage Yard Application 2020 26 | Page Also refer to the Engineering Report prepared by Sopris Engineering dated 6-24-11 for additional information.]   7-109. FIRE PROTECTION. A. Adequate Fire Protection. Adequate fire protection will be provided for each land use change as required by the appropriate fire protection district. [This application will not require fire protection.] 7-201. AGRICULTURAL LANDS. [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 and is not adjacent to existing agricultural lands]   7-202. WILDLIFE HABITAT AREAS. [The wildlife use patterns associated with the existing concrete batch plant and surrounding property have been in place long term at this site. The area surrounding this site was revegetated as part of the 2011 and earlier approvals.] 7-203. PROTECTION OF WATERBODIES. [There are no wetlands or waterbodies that will be disturbed by activities associated with the outdoor storage yard at the Crystal Ranch Corp Property.]   7-204 DRAINAGE AND EROSION. Please refer to Sopris Engineering’s sheet ES1 for demonstration of compliance with the erosion and sedimentation standards in Section 7-205   7-205. ENVIRONMENTAL QUALITY. A. Air Quality. Any Land Use Change shall not cause air quality to be reduced below acceptable levels established by the Colorado Air Pollution Control Division. [This application shall not cause air quality to be reduced] B. Water Quality. CRC LLC Storage Facility Application 2021 27 | Page At a minimum, all hazardous materials shall be stored and used in compliance with applicable State and Federal hazardous materials regulations.   [All hazardous materials shall be stored and used in compliance with applicable State and Federal hazardous materials regulations. ]   7-206. WILDFIRE HAZARDS. The following standards apply to areas subject to wildfire hazards as identified on the County Wildfire Susceptibility Index Map as indicated in the County’s Community Wildfire Protection Plan. A. Location Restrictions. Development associated with the land use change shall not be located in any area designated as a severe wildfire Hazard Area with Slopes greater than 30% or within a fire chimney as identified by the Colorado State Forest Service. [This application does not occur in a location designated as a severe Wildfire Hazard Area] B. Development Does Not Increase Potential Hazard. The proposed Land Use Change shall be 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 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. Leases shall contain provisions regarding the storage of potentially flammable materials]   C. Roof Materials and Design. Roof materials shall be made of noncombustible materials or other materials as recommended by the local fire agency. . [This application contains no structures] 7-207. NATURAL AND GEOLOGIC HAZARDS. A. Utilities. Above-ground utility facilities located in Hazard Areas shall be protected by barriers or diversion techniques approved by a qualified professional engineer. The determination to locate utility facilities above ground shall be based upon the recommendation and requirements of the utility service provider and approved by the County. B. Development in Avalanche Hazard Areas. Development may be permitted to occur in Avalanche Hazard Areas if the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or qualified professional geologist, and the plan approved by the County. Storage Yard Application 2020 28 | Page [Geology and hazards have been delineated by CTL/Thompson’s project geologist and are attached as an Exhibit. CTL/Thompson’s Summary of Conclusions is as follows:   1. No geologic or geotechnical conditions were identified which would preclude the planned development of this site. Collapse-prone soils outside of the pit area and potential for sink hole formation related to Eagle Valley Evaporite are the primary geologic concerns.   2.The subsurface conditions encountered in our exploratory pits generally were man placed fill consisting of aggregate base course and crusher fines underlain by clean to slightly silty gravel to the maximum explored depth of 12 feet. Four feet of sandy clay- silt was encountered in the bottom of our exploratory pit TP-2. 3.We did not encounter ground water in our exploratory pits at the time of exploratory excavation operations. Our exploratory pits were backfilled immediately after exploratory excavation operations were completed. 4.We anticipate footing or slab foundations will be appropriate for buildings constructed at the site. 5.Asphalt or asphalt with aggregate base course are suitable for access roads and parking lots. Details are presented in this report.] 7-208. RECLAMATION [Upon expiration of the business activities associated with this application all land shall be returned to it’s natural state, this consists of the removal of any stored items, fences and any lighting/security devices and materials and fencing removed as outlined in section 7-208 of the land use code] 7-301. COMPATIBLE DESIGN. The design of development associated with the land use change shall be compatible with the existing character of adjacent uses. [A. Site Organization:   The layout and location of this application is consistent and compatible with existing character of the adjacent uses. The site is organized in a manner that allows traffic to flow unobstructed to the site from C.R. 103 and allows for parking on-site so as not to create on-street parking. B. Operational Characteristics: The site location is designed to mitigate dust, odors, fumes and glare that could be objectionable to adjacent properties. Noise shall conform to all State and County noise regulations. Hours of operation are contemplated to be 6am to 9pm in order to minimize traffic during peak demand on highway 82. C. Buffering: The site is located in a corner of the site that has berms on two sides, while the remaining two sides are visible only from the property and County Road 103 for a brief moment. Fencing will be installed on all four sides to provide buffering as well as security. D. Materials: There are no permanent structures associated with this application. The applicant may utilize and offer containers for future protected/dry storage to customers] CRC LLC Storage Facility Application 2021 29 | Page 7-302. OFF-STREET PARKING AND LOADING STANDARDS. A. Off‐Street Parking Required. [For customers that are visiting the site, parking will only be available inside of their individual  storage yards as the drive lanes will be designed as such, no on‐street parking will be required as  this site sits within a 23 acre open space.]   7-303. LANDSCAPING STANDARDS. Accessory dwelling units, Industrial Uses and all uses located fully within a parcel of land in an Industrial Zone District are exempt from this section. [This application is exempt from this standard] 7-304. LIGHTING STANDARDS. Any exterior lighting shall meet the following conditions: A. Downcast Lighting. Exterior lighting shall be designed so that light is directed inward, towards the interior of the Subdivision or site. [This application shall comply with the standards set forth in article 7-304] 7-305. SNOW STORAGE STANDARDS. All residential uses except for multi-family are exempt from this section, unless the residential use includes a common outdoor parking area. [The applicant shall allow for the storage of snow as required in section 7-305. This site sits within a 23 acre open space, which will allow for ample space to store snow. Drainage is addressed in the Sopris Engineering drainage plan.]   7-306. TRAIL AND WALKWAY STANDARDS. A. Recreational and Community Facility Access. A multi-modal connection, such as a trail or sidewalk, shall be provided in a development where links to schools, shopping areas, parks, trails, greenbelts, and other public facilities are feasible. [This site is not linked or within proximity to trails, sidewalks or other public amenities.] CRC LLC Storage Facility Application 2021 30 | Page 7-1001. INDUSTRIAL USE. These standards shall apply to all industrial uses: A. Residential Subdivisions. Industrial uses shall not occupy a lot in a platted residential Subdivision. [This application does not occupy a lot in a platted residential Subdivision]  B. Setbacks. All activity associated with these uses shall be a minimum of 100 feet from an adjacent residential property line, unless the use is on an industrially zoned property. [This application satisfies the 100’ setback minimum]   C. Concealing and Screening. When an industrial use is not located on an industrial zoned property, all storage, Fabrication, service, and repair operations shall be conducted within an enclosed building or have adequate provisions, based on location and topography, to conceal and screen the facility and/or operations from adjacent property(s). [The topography and location of this site will conceal this facility from Highway 82 and surrounding  properties. ]   D. Storing. 1.Materials shall be stored on the property in a form or manner that will not be transferred off the property by any reasonably foreseeable natural cause or force. 2.All products shall be stored in compliance with all national, State, and local codes. 3.Shall be a minimum of 100 feet from an adjacent property line. 4.Petroleum and hazardous products shall be stored in an impervious spill containment area(s). [This application shall conform with all items identified in this section and as illustrated in a sample lease  agreement, which is attached as an exhibit.]   E. Industrial Wastes. All industrial wastes shall be disposed of in a manner consistent with Federal and State statutes and requirements of CDPHE.  Flammable or explosive solids or gases and other hazardous materials including wastes shall be stored according to the manufacturer’s standards and shall comply with the national, State, and local fire codes and written recommendations from the appropriate local fire protection district. [This application shall conform with all items identified in this section and as illustrated in a sample lease  agreement, which is attached as an exhibit.]   F.Noise. Noise shall not exceed State noise standards pursuant to C.R.S., Article 12, Title 25, unless the use is regulated by the COGCC. In this case, the use shall be subject to COGCC rules in regard to noise abatement. [This application shall conform with all noise standards listed and as illustrated in a sample lease agreement, which is attached as an exhibit.] G. Ground Vibration. Every use shall be operated so that the ground vibration inherently and recurrently generated is not perceptible without instruments at any point of any boundary line of the property. CRC LLC Storage Facility Application 2021 31 | Page [This application shall conform with all ground vibration standards listed and as illustrated in a sample lease agreement, which is attached as an exhibit.] H. Hours of Operation. Any activity that will generate noise, odors, or glare beyond the property boundaries will be conducted between the hours of 6:00 a.m .to 9:00 p.m. Monday through Sunday, or as approved by the decision-making authority. [This application requests the hours of operation to occur between 6am and 8pm Monday thru Saturday.]   I.Interference, Nuisance, or Hazard. Every use shall be so operated that it does not emit heat, glare, radiation, or fumes that substantially interfere with the existing use of adjoining property or that constitutes a public nuisance or hazard. Flaring of gases, aircraft warning signal, and reflective painting of storage tanks, or other legal requirements for safety or air pollution control measures, shall be exempted from this provision. [This application shall conform with Interference, Nuisance or Hazard standards listed and as illustrated in a sample lease agreement, which is attached as an exhibit.]   CRC LLC Storage Facility Application 2021 32 | Page CTL THOMPSON GEOTECH REPORT  (attached)  CRC LLC Storage Facility Application 2021 33 | Page Sopris Engineering Report  (attached)  !""#$%&'!!! 11016-pre-25.txt BOSS International StormNET® - Version 4.19.3 (Build 221) -------------------------------------------------------------- **************** Analysis Options **************** Flow Units ................ cfs Subbasin Hydrograph Method. SCS TR-55 Time of Concentration...... SCS TR-55 Pond Exfiltration.......... None Starting Date ............. MAY-11-2011 00:00:00 Ending Date ............... MAY-12-2011 00:06:00 Report Time Step .......... 00:05:00 ************* Element Count ************* Number of rain gages ...... 2 Number of subbasins ....... 2 Number of nodes ........... 2 Number of links ........... 0 **************** Raingage Summary **************** Gage Data Data Interval ID Source Type hours ------------------------------------------------------------ 100-year 100-YEAR CUMULATIVE 0.10 25-year 25-YEAR CUMULATIVE 0.10 **************** Subbasin Summary **************** Subbasin Total Area ID acres ------------------------------ EX-1 2.00 EX-2 60.55 ************ Node Summary ************ Node Element Invert Maximum Ponded External ID Type Elevation Elev. Area Inflow ft ft ft! ------------------------------------------------------------------------------ Out-1 OUTFALL 0.00 0.00 0.00 Out-2 OUTFALL 0.00 0.00 0.00 ************************** Volume Depth Runoff Quantity Continuity acre-ft inches ************************** --------- ------- Total Precipitation ...... 11.620 2.229 Surface Runoff ........... 0.195 0.037 Page 1 11016-pre-25.txt Continuity Error (%) ..... -0.000 ************************** Volume Volume Flow Routing Continuity acre-ft Mgallons ************************** --------- --------- External Inflow .......... 0.000 0.000 External Outflow ......... 1.953 0.637 Initial Stored Volume .... 0.000 0.000 Final Stored Volume ...... 0.000 0.000 Continuity Error (%) ..... 0.000 ****************************************** Composite Curve Number Computations Report ****************************************** -------------- Subbasin EX-1 -------------- Area Soil Soil/Surface Description (acres) Group CN ------------------------------------------------------------------------------------ ---- Pasture, grassland, or range, Fair 2.00 B 69.00 Composite Area & Weighted CN 2.00 69.00 -------------- Subbasin EX-2 -------------- Area Soil Soil/Surface Description (acres) Group CN ------------------------------------------------------------------------------------ ---- - 60.55 - 72.00 Composite Area & Weighted CN 60.55 72.00 *************************************************** SCS TR-55 Time of Concentration Computations Report *************************************************** Sheet Flow Equation ------------------- Tc = (0.007 * ((n * Lf)^0.8)) / ((P^0.5) * (Sf^0.4)) Where: Tc = Time of Concentration (hrs) n = Manning's Roughness Lf = Flow Length (ft) P = 2 yr, 24 hr Rainfall (inches) Sf = Slope (ft/ft) Page 2 11016-pre-25.txt Shallow Concentrated Flow Equation ---------------------------------- V = 16.1345 * (Sf^0.5) (unpaved surface) V = 20.3282 * (Sf^0.5) (paved surface) V = 15.0 * (Sf^0.5) (grassed waterway surface) V = 10.0 * (Sf^0.5) (nearly bare & untilled surface) V = 9.0 * (Sf^0.5) (cultivated straight rows surface) V = 7.0 * (Sf^0.5) (short grass pasture surface) V = 5.0 * (Sf^0.5) (woodland surface) V = 2.5 * (Sf^0.5) (forest w/heavy litter surface) Tc = (Lf / V) / (3600 sec/hr) Where: Tc = Time of Concentration (hrs) Lf = Flow Length (ft) V = Velocity (ft/sec) Sf = Slope (ft/ft) Channel Flow Equation --------------------- V = (1.49 * (R^(2/3)) * (Sf^0.5)) / n R = Aq / Wp Tc = (Lf / V) / (3600 sec/hr) Where: Tc = Time of Concentration (hrs) Lf = Flow Length (ft) R = Hydraulic Radius (ft) Aq = Flow Area (ft!) Wp = Wetted Perimeter (ft) V = Velocity (ft/sec) Sf = Slope (ft/ft) n = Manning's Roughness -------------- Subbasin EX-1 -------------- User-Defined TOC override (minutes): 10.00 -------------- Subbasin EX-2 -------------- Sheet Flow Computations ----------------------- Flowpath A Flowpath B Flowpath C Manning's Roughness: 0.15 0.00 0.00 Flow Length (ft): 211.00 0.00 0.00 Slope (%): 9.00 0.00 0.00 2 yr, 24 hr Rainfall (in): 1.20 1.20 1.20 Velocity (ft/sec): 0.22 0.00 0.00 Computed Flow Time (minutes): 15.93 0.00 Page 3 11016-pre-25.txt 0.00 Shallow Concentrated Flow Computations -------------------------------------- Flowpath A Flowpath B Flowpath C Flow Length (ft): 504.00 0.00 0.00 Slope (%): 25.00 0.00 0.00 Surface Type: Grass pasture Unpaved Unpaved Velocity (ft/sec): 3.50 0.00 0.00 Computed Flow Time (minutes): 2.40 0.00 0.00 Channel Flow Computations ------------------------- Flowpath A Flowpath B Flowpath C Manning's Roughness: 0.03 0.00 0.00 Flow Length (ft): 2187.00 0.00 0.00 Channel Slope (%): 2.00 0.00 0.00 Cross Section Area (ft!): 5.00 0.00 0.00 Wetted Perimeter (ft): 6.00 0.00 0.00 Velocity (ft/sec): 6.22 0.00 0.00 Computed Flow Time (minutes): 5.86 0.00 0.00 ==================================================================================== ============ Total TOC (minutes): 24.19 ==================================================================================== ============ *********************** Subbasin Runoff Summary *********************** -------------------------------------------------------------------------- Subbasin Total Total Peak Weighted Time of ID Precip Runoff Runoff Curve Concentration in in cfs Number days hh:mm:ss -------------------------------------------------------------------------- EX-1 2.200 0.292 0.560 69.000 0 00:10:00 EX-2 2.200 0.381 17.410 72.000 0 00:24:11 -------------------------------------------------------------------------- System 2.200 0.378 17.97 Analysis begun on: Tue Jun 28 10:11:11 2011 Analysis ended on: Tue Jun 28 10:11:14 2011 Total elapsed time: 00:00:03 Page 4 11016-pre-100.txt BOSS International StormNET® - Version 4.19.3 (Build 221) -------------------------------------------------------------- **************** Analysis Options **************** Flow Units ................ cfs Subbasin Hydrograph Method. SCS TR-55 Time of Concentration...... SCS TR-55 Pond Exfiltration.......... None Starting Date ............. MAY-11-2011 00:00:00 Ending Date ............... MAY-12-2011 00:06:00 Report Time Step .......... 00:05:00 ************* Element Count ************* Number of rain gages ...... 2 Number of subbasins ....... 2 Number of nodes ........... 2 Number of links ........... 0 **************** Raingage Summary **************** Gage Data Data Interval ID Source Type hours ------------------------------------------------------------ 100-year 100-YEAR CUMULATIVE 0.10 25-year 25-YEAR CUMULATIVE 0.10 **************** Subbasin Summary **************** Subbasin Total Area ID acres ------------------------------ EX-1 2.00 EX-2 60.55 ************ Node Summary ************ Node Element Invert Maximum Ponded External ID Type Elevation Elev. Area Inflow ft ft ft! ------------------------------------------------------------------------------ Out-1 OUTFALL 0.00 0.00 0.00 Out-2 OUTFALL 0.00 0.00 0.00 ************************** Volume Depth Runoff Quantity Continuity acre-ft inches ************************** --------- ------- Total Precipitation ...... 13.732 2.634 Surface Runoff ........... 0.299 0.057 Page 1 11016-pre-100.txt Continuity Error (%) ..... -0.000 ************************** Volume Volume Flow Routing Continuity acre-ft Mgallons ************************** --------- --------- External Inflow .......... 0.000 0.000 External Outflow ......... 2.989 0.974 Initial Stored Volume .... 0.000 0.000 Final Stored Volume ...... 0.000 0.000 Continuity Error (%) ..... 0.000 ****************************************** Composite Curve Number Computations Report ****************************************** -------------- Subbasin EX-1 -------------- Area Soil Soil/Surface Description (acres) Group CN ------------------------------------------------------------------------------------ ---- Pasture, grassland, or range, Fair 2.00 B 69.00 Composite Area & Weighted CN 2.00 69.00 -------------- Subbasin EX-2 -------------- Area Soil Soil/Surface Description (acres) Group CN ------------------------------------------------------------------------------------ ---- - 60.55 - 72.00 Composite Area & Weighted CN 60.55 72.00 *************************************************** SCS TR-55 Time of Concentration Computations Report *************************************************** Sheet Flow Equation ------------------- Tc = (0.007 * ((n * Lf)^0.8)) / ((P^0.5) * (Sf^0.4)) Where: Tc = Time of Concentration (hrs) n = Manning's Roughness Lf = Flow Length (ft) P = 2 yr, 24 hr Rainfall (inches) Sf = Slope (ft/ft) Page 2 11016-pre-100.txt Shallow Concentrated Flow Equation ---------------------------------- V = 16.1345 * (Sf^0.5) (unpaved surface) V = 20.3282 * (Sf^0.5) (paved surface) V = 15.0 * (Sf^0.5) (grassed waterway surface) V = 10.0 * (Sf^0.5) (nearly bare & untilled surface) V = 9.0 * (Sf^0.5) (cultivated straight rows surface) V = 7.0 * (Sf^0.5) (short grass pasture surface) V = 5.0 * (Sf^0.5) (woodland surface) V = 2.5 * (Sf^0.5) (forest w/heavy litter surface) Tc = (Lf / V) / (3600 sec/hr) Where: Tc = Time of Concentration (hrs) Lf = Flow Length (ft) V = Velocity (ft/sec) Sf = Slope (ft/ft) Channel Flow Equation --------------------- V = (1.49 * (R^(2/3)) * (Sf^0.5)) / n R = Aq / Wp Tc = (Lf / V) / (3600 sec/hr) Where: Tc = Time of Concentration (hrs) Lf = Flow Length (ft) R = Hydraulic Radius (ft) Aq = Flow Area (ft!) Wp = Wetted Perimeter (ft) V = Velocity (ft/sec) Sf = Slope (ft/ft) n = Manning's Roughness -------------- Subbasin EX-1 -------------- User-Defined TOC override (minutes): 10.00 -------------- Subbasin EX-2 -------------- Sheet Flow Computations ----------------------- Flowpath A Flowpath B Flowpath C Manning's Roughness: 0.15 0.00 0.00 Flow Length (ft): 211.00 0.00 0.00 Slope (%): 9.00 0.00 0.00 2 yr, 24 hr Rainfall (in): 1.20 1.20 1.20 Velocity (ft/sec): 0.22 0.00 0.00 Computed Flow Time (minutes): 15.93 0.00 Page 3 11016-pre-100.txt 0.00 Shallow Concentrated Flow Computations -------------------------------------- Flowpath A Flowpath B Flowpath C Flow Length (ft): 504.00 0.00 0.00 Slope (%): 25.00 0.00 0.00 Surface Type: Grass pasture Unpaved Unpaved Velocity (ft/sec): 3.50 0.00 0.00 Computed Flow Time (minutes): 2.40 0.00 0.00 Channel Flow Computations ------------------------- Flowpath A Flowpath B Flowpath C Manning's Roughness: 0.03 0.00 0.00 Flow Length (ft): 2187.00 0.00 0.00 Channel Slope (%): 2.00 0.00 0.00 Cross Section Area (ft!): 5.00 0.00 0.00 Wetted Perimeter (ft): 6.00 0.00 0.00 Velocity (ft/sec): 6.22 0.00 0.00 Computed Flow Time (minutes): 5.86 0.00 0.00 ==================================================================================== ============ Total TOC (minutes): 24.19 ==================================================================================== ============ *********************** Subbasin Runoff Summary *********************** -------------------------------------------------------------------------- Subbasin Total Total Peak Weighted Time of ID Precip Runoff Runoff Curve Concentration in in cfs Number days hh:mm:ss -------------------------------------------------------------------------- EX-1 2.600 0.467 1.050 69.000 0 00:10:00 EX-2 2.600 0.581 29.860 72.000 0 00:24:11 -------------------------------------------------------------------------- System 2.600 0.577 30.91 Analysis begun on: Tue Jun 28 10:13:24 2011 Analysis ended on: Tue Jun 28 10:13:27 2011 Total elapsed time: 00:00:03 Page 4 11016-post-25.txt BOSS International StormNET® - Version 4.19.3 (Build 221) -------------------------------------------------------------- **************** Analysis Options **************** Flow Units ................ cfs Subbasin Hydrograph Method. SCS TR-55 Time of Concentration...... SCS TR-55 Link Routing Method ....... Hydrodynamic Pond Exfiltration.......... None Starting Date ............. MAY-11-2011 00:00:00 Ending Date ............... MAY-12-2011 00:06:00 Report Time Step .......... 00:05:00 ************* Element Count ************* Number of rain gages ...... 2 Number of subbasins ....... 5 Number of nodes ........... 4 Number of links ........... 3 **************** Raingage Summary **************** Gage Data Data Interval ID Source Type hours ------------------------------------------------------------ 100-YEAR 100-YEAR CUMULATIVE 0.10 25-year 25-year CUMULATIVE 0.10 **************** Subbasin Summary **************** Subbasin Total Area ID acres ------------------------------ P-1 2.00 P-2 43.62 P-3 6.90 P-4 9.73 P-5 0.30 ************ Node Summary ************ Node Element Invert Maximum Ponded External ID Type Elevation Elev. Area Inflow ft ft ft! ------------------------------------------------------------------------------ Jun-4 JUNCTION 6179.50 6183.00 0.00 Out-1 OUTFALL 6200.00 6200.00 0.00 Out-3 OUTFALL 6179.00 6180.50 0.00 Jun-1 STORAGE 6180.00 6186.00 0.00 Page 1 11016-post-25.txt ************ Link Summary ************ Link From Node To Node Element Length Slope Manning's ID Type ft % Roughness ------------------------------------------------------------------------------------ -------- Con-1 Jun-1 Jun-4 CONDUIT 135.1 4.8175 0.0150 Con-4 Jun-4 Out-3 CONDUIT 66.6 0.7512 0.0150 Reg-1 Jun-1 Jun-4 ORIFICE ********************* Cross Section Summary ********************* Link Shape Depth/ Width No. of Cross Full Flow Design ID Diameter Barrels Sectional Hydraulic Flow Area Radius Capacity ft ft ft! ft cfs ------------------------------------------------------------------------------------ ---------------------- Con-1 CIRCULAR 1.50 1.50 1 1.77 0.38 19.98 Con-4 CIRCULAR 1.50 1.50 1 1.77 0.38 7.89 ************************** Volume Depth Runoff Quantity Continuity acre-ft inches ************************** --------- ------- Total Precipitation ...... 11.620 2.229 Surface Runoff ........... 0.345 0.066 Continuity Error (%) ..... -0.000 ************************** Volume Volume Flow Routing Continuity acre-ft Mgallons ************************** --------- --------- External Inflow .......... 0.000 0.000 External Outflow ......... 3.360 1.095 Initial Stored Volume .... 0.000 0.000 Final Stored Volume ...... 0.088 0.029 Continuity Error (%) ..... 0.001 ****************************************** Composite Curve Number Computations Report ****************************************** -------------- Subbasin P-1 -------------- Page 2 11016-post-25.txt Area Soil Soil/Surface Description (acres) Group CN ------------------------------------------------------------------------------------ ---- Pasture, grassland, or range, Fair 2.00 B 69.00 Composite Area & Weighted CN 2.00 69.00 -------------- Subbasin P-2 -------------- Area Soil Soil/Surface Description (acres) Group CN ------------------------------------------------------------------------------------ ---- - 12.57 - 98.00 - 31.05 - 69.00 Composite Area & Weighted CN 43.62 77.36 -------------- Subbasin P-3 -------------- Area Soil Soil/Surface Description (acres) Group CN ------------------------------------------------------------------------------------ ---- - 4.08 - 98.00 - 2.82 - 69.00 Composite Area & Weighted CN 6.90 86.15 -------------- Subbasin P-4 -------------- Area Soil Soil/Surface Description (acres) Group CN ------------------------------------------------------------------------------------ ---- - 4.89 - 98.00 - 4.84 - 69.00 Composite Area & Weighted CN 9.73 83.57 -------------- Subbasin P-5 -------------- Area Soil Page 3 11016-post-25.txt Soil/Surface Description (acres) Group CN ------------------------------------------------------------------------------------ ---- - 0.30 - 98.00 Composite Area & Weighted CN 0.30 98.00 *************************************************** SCS TR-55 Time of Concentration Computations Report *************************************************** Sheet Flow Equation ------------------- Tc = (0.007 * ((n * Lf)^0.8)) / ((P^0.5) * (Sf^0.4)) Where: Tc = Time of Concentration (hrs) n = Manning's Roughness Lf = Flow Length (ft) P = 2 yr, 24 hr Rainfall (inches) Sf = Slope (ft/ft) Shallow Concentrated Flow Equation ---------------------------------- V = 16.1345 * (Sf^0.5) (unpaved surface) V = 20.3282 * (Sf^0.5) (paved surface) V = 15.0 * (Sf^0.5) (grassed waterway surface) V = 10.0 * (Sf^0.5) (nearly bare & untilled surface) V = 9.0 * (Sf^0.5) (cultivated straight rows surface) V = 7.0 * (Sf^0.5) (short grass pasture surface) V = 5.0 * (Sf^0.5) (woodland surface) V = 2.5 * (Sf^0.5) (forest w/heavy litter surface) Tc = (Lf / V) / (3600 sec/hr) Where: Tc = Time of Concentration (hrs) Lf = Flow Length (ft) V = Velocity (ft/sec) Sf = Slope (ft/ft) Channel Flow Equation --------------------- V = (1.49 * (R^(2/3)) * (Sf^0.5)) / n R = Aq / Wp Tc = (Lf / V) / (3600 sec/hr) Where: Tc = Time of Concentration (hrs) Lf = Flow Length (ft) R = Hydraulic Radius (ft) Aq = Flow Area (ft!) Wp = Wetted Perimeter (ft) V = Velocity (ft/sec) Page 4 11016-post-25.txt Sf = Slope (ft/ft) n = Manning's Roughness -------------- Subbasin P-1 -------------- User-Defined TOC override (minutes): 10.00 -------------- Subbasin P-2 -------------- Sheet Flow Computations ----------------------- Subarea A Subarea B Subarea C Manning's Roughness: 0.15 0.00 0.00 Flow Length (ft): 211.00 0.00 0.00 Slope (%): 9.00 0.00 0.00 2 yr, 24 hr Rainfall (in): 1.20 1.20 1.20 Velocity (ft/sec): 0.22 0.00 0.00 Computed Flow Time (minutes): 15.93 0.00 0.00 Shallow Concentrated Flow Computations -------------------------------------- Subarea A Subarea B Subarea C Flow Length (ft): 504.00 0.00 0.00 Slope (%): 25.00 0.00 0.00 Surface Type: Grass pasture Unpaved Unpaved Velocity (ft/sec): 3.50 0.00 0.00 Computed Flow Time (minutes): 2.40 0.00 0.00 Channel Flow Computations ------------------------- Subarea A Subarea B Subarea C Manning's Roughness: 0.03 0.00 0.00 Flow Length (ft): 1686.00 0.00 0.00 Channel Slope (%): 3.00 0.00 0.00 Cross Section Area (ft!): 5.00 0.00 0.00 Wetted Perimeter (ft): 6.00 0.00 0.00 Velocity (ft/sec): 7.62 0.00 0.00 Computed Flow Time (minutes): 3.69 0.00 0.00 Page 5 11016-post-25.txt ==================================================================================== ============ Total TOC (minutes): 22.02 ==================================================================================== ============ -------------- Subbasin P-3 -------------- User-Defined TOC override (minutes): 10.00 -------------- Subbasin P-4 -------------- User-Defined TOC override (minutes): 10.00 -------------- Subbasin P-5 -------------- User-Defined TOC override (minutes): 10.00 *********************** Subbasin Runoff Summary *********************** -------------------------------------------------------------------------- Subbasin Total Total Peak Weighted Time of ID Precip Runoff Runoff Curve Concentration in in cfs Number days hh:mm:ss -------------------------------------------------------------------------- P-1 2.200 0.292 0.56 69.000 0 00:10:00 P-2 2.200 0.574 23.08 77.360 0 00:22:01 P-3 2.200 1.012 9.670 86.150 0 00:10:00 P-4 2.200 0.865 11.570 83.570 0 00:10:00 P-5 2.200 1.972 0.730 98.000 0 00:10:00 -------------------------------------------------------------------------- System 2.200 0.665 45.61 ****************** Node Depth Summary ****************** ------------------------------------------------------------------------------------ ----- Node Average Maximum Maximum Time of Max Total Total Retention ID Depth Depth HGL Occurrence Flooded Time Time Attained Attained Attained Volume Flooded ft ft ft days hh:mm acre-in minutes hh:mm:ss ------------------------------------------------------------------------------------ ----- Page 6 11016-post-25.txt Jun-4 0.55 2.59 6182.09 0 12:35 0 0 0:00:00 Out-1 0.00 0.00 6200.00 0 00:00 0 0 0:00:00 Out-3 0.47 1.50 6180.50 0 12:07 0 0 0:00:00 Jun-1 0.61 3.69 6183.69 0 12:35 0 0 0:00:00 ***************** Node Flow Summary ***************** ------------------------------------------------------------------------------------ Node Element Maximum Peak Time of Maximum Time of Peak ID Type Lateral Inflow Peak Inflow Flooding Flooding Inflow Occurrence Overflow Occurrence cfs cfs days hh:mm cfs days hh:mm ------------------------------------------------------------------------------------ Jun-4 JUNCTION 0.00 11.05 0 12:34 0.00 Out-1 OUTFALL 0.56 0.56 0 12:09 0.00 Out-3 OUTFALL 0.00 11.04 0 12:36 0.00 Jun-1 STORAGE 39.71 39.71 0 12:10 0.00 ********************** Detention Pond Summary ********************** ------------------------------------------------------------------------------------ --------------------------------------------- Detention Pond ID Maximum Maximum Time of Max Average Average Maximum Maximum Time of Max. Total Ponded Ponded Ponded Ponded Ponded Pond Exfiltration Exfiltration Exfiltrated Volume Volume Volume Volume Volume Outflow Rate Rate Volume 1000 ft! (%) days hh:mm 1000 ft! (%) cfs cfm hh:mm:ss 1000 ft! ------------------------------------------------------------------------------------ --------------------------------------------- Jun-1 45.000 54 0 12:35 6.405 8 11.05 0.00 0:00:00 0.000 *********************** Outfall Loading Summary *********************** ----------------------------------------------- Outfall Node ID Flow Average Peak Frequency Flow Inflow (%) cfs cfs ----------------------------------------------- Page 7 11016-post-25.txt Out-1 78.83 0.04 0.56 Out-3 90.13 2.35 11.04 ----------------------------------------------- System 84.48 2.40 11.17 ***************** Link Flow Summary ***************** ------------------------------------------------------------------------------------ -------------------------------- Link ID Element Time of Maximum Length Peak Flow Design Ratio of Ratio of Total Type Peak Flow Velocity Factor during Flow Maximum Maximum Time Occurrence Attained Analysis Capacity /Design Flow Surcharged days hh:mm ft/sec cfs cfs Flow Depth Minutes ------------------------------------------------------------------------------------ -------------------------------- Con-1 CONDUIT 0 00:00 0.00 1.00 0.00 19.98 0.00 0.50 0 Con-4 CONDUIT 0 12:36 6.25 1.00 11.04 7.89 1.40 1.00 115 Reg-1 ORIFICE 0 12:34 11.05 1.00 Analysis begun on: Tue Jun 28 10:18:50 2011 Analysis ended on: Tue Jun 28 10:18:53 2011 Total elapsed time: 00:00:03 Page 8 11016-post-100.txt BOSS International StormNET® - Version 4.19.3 (Build 221) -------------------------------------------------------------- **************** Analysis Options **************** Flow Units ................ cfs Subbasin Hydrograph Method. SCS TR-55 Time of Concentration...... SCS TR-55 Link Routing Method ....... Hydrodynamic Pond Exfiltration.......... None Starting Date ............. MAY-11-2011 00:00:00 Ending Date ............... MAY-12-2011 00:06:00 Report Time Step .......... 00:05:00 ************* Element Count ************* Number of rain gages ...... 2 Number of subbasins ....... 5 Number of nodes ........... 4 Number of links ........... 3 **************** Raingage Summary **************** Gage Data Data Interval ID Source Type hours ------------------------------------------------------------ 100-YEAR 100-YEAR CUMULATIVE 0.10 25-year 25-year CUMULATIVE 0.10 **************** Subbasin Summary **************** Subbasin Total Area ID acres ------------------------------ P-1 2.00 P-2 43.62 P-3 6.90 P-4 9.73 P-5 0.30 ************ Node Summary ************ Node Element Invert Maximum Ponded External ID Type Elevation Elev. Area Inflow ft ft ft! ------------------------------------------------------------------------------ Jun-4 JUNCTION 6179.50 6183.00 0.00 Out-1 OUTFALL 6200.00 6200.00 0.00 Out-3 OUTFALL 6179.00 6180.50 0.00 Jun-1 STORAGE 6180.00 6186.00 0.00 Page 1 11016-post-100.txt ************ Link Summary ************ Link From Node To Node Element Length Slope Manning's ID Type ft % Roughness ------------------------------------------------------------------------------------ -------- Con-1 Jun-1 Jun-4 CONDUIT 135.1 4.8175 0.0150 Con-4 Jun-4 Out-3 CONDUIT 66.6 0.7512 0.0150 Reg-1 Jun-1 Jun-4 ORIFICE ********************* Cross Section Summary ********************* Link Shape Depth/ Width No. of Cross Full Flow Design ID Diameter Barrels Sectional Hydraulic Flow Area Radius Capacity ft ft ft! ft cfs ------------------------------------------------------------------------------------ ---------------------- Con-1 CIRCULAR 1.50 1.50 1 1.77 0.38 19.98 Con-4 CIRCULAR 1.50 1.50 1 1.77 0.38 7.89 ************************** Volume Depth Runoff Quantity Continuity acre-ft inches ************************** --------- ------- Total Precipitation ...... 13.732 2.634 Surface Runoff ........... 0.482 0.092 Continuity Error (%) ..... -0.000 ************************** Volume Volume Flow Routing Continuity acre-ft Mgallons ************************** --------- --------- External Inflow .......... 0.000 0.000 External Outflow ......... 4.706 1.533 Initial Stored Volume .... 0.000 0.000 Final Stored Volume ...... 0.104 0.034 Continuity Error (%) ..... 0.001 ****************************************** Composite Curve Number Computations Report ****************************************** -------------- Subbasin P-1 -------------- Page 2 11016-post-100.txt Area Soil Soil/Surface Description (acres) Group CN ------------------------------------------------------------------------------------ ---- Pasture, grassland, or range, Fair 2.00 B 69.00 Composite Area & Weighted CN 2.00 69.00 -------------- Subbasin P-2 -------------- Area Soil Soil/Surface Description (acres) Group CN ------------------------------------------------------------------------------------ ---- - 12.57 - 98.00 - 31.05 - 69.00 Composite Area & Weighted CN 43.62 77.36 -------------- Subbasin P-3 -------------- Area Soil Soil/Surface Description (acres) Group CN ------------------------------------------------------------------------------------ ---- - 4.08 - 98.00 - 2.82 - 69.00 Composite Area & Weighted CN 6.90 86.15 -------------- Subbasin P-4 -------------- Area Soil Soil/Surface Description (acres) Group CN ------------------------------------------------------------------------------------ ---- - 4.89 - 98.00 - 4.84 - 69.00 Composite Area & Weighted CN 9.73 83.57 -------------- Subbasin P-5 -------------- Area Soil Page 3 11016-post-100.txt Soil/Surface Description (acres) Group CN ------------------------------------------------------------------------------------ ---- - 0.30 - 98.00 Composite Area & Weighted CN 0.30 98.00 *************************************************** SCS TR-55 Time of Concentration Computations Report *************************************************** Sheet Flow Equation ------------------- Tc = (0.007 * ((n * Lf)^0.8)) / ((P^0.5) * (Sf^0.4)) Where: Tc = Time of Concentration (hrs) n = Manning's Roughness Lf = Flow Length (ft) P = 2 yr, 24 hr Rainfall (inches) Sf = Slope (ft/ft) Shallow Concentrated Flow Equation ---------------------------------- V = 16.1345 * (Sf^0.5) (unpaved surface) V = 20.3282 * (Sf^0.5) (paved surface) V = 15.0 * (Sf^0.5) (grassed waterway surface) V = 10.0 * (Sf^0.5) (nearly bare & untilled surface) V = 9.0 * (Sf^0.5) (cultivated straight rows surface) V = 7.0 * (Sf^0.5) (short grass pasture surface) V = 5.0 * (Sf^0.5) (woodland surface) V = 2.5 * (Sf^0.5) (forest w/heavy litter surface) Tc = (Lf / V) / (3600 sec/hr) Where: Tc = Time of Concentration (hrs) Lf = Flow Length (ft) V = Velocity (ft/sec) Sf = Slope (ft/ft) Channel Flow Equation --------------------- V = (1.49 * (R^(2/3)) * (Sf^0.5)) / n R = Aq / Wp Tc = (Lf / V) / (3600 sec/hr) Where: Tc = Time of Concentration (hrs) Lf = Flow Length (ft) R = Hydraulic Radius (ft) Aq = Flow Area (ft!) Wp = Wetted Perimeter (ft) V = Velocity (ft/sec) Page 4 11016-post-100.txt Sf = Slope (ft/ft) n = Manning's Roughness -------------- Subbasin P-1 -------------- User-Defined TOC override (minutes): 10.00 -------------- Subbasin P-2 -------------- Sheet Flow Computations ----------------------- Subarea A Subarea B Subarea C Manning's Roughness: 0.15 0.00 0.00 Flow Length (ft): 211.00 0.00 0.00 Slope (%): 9.00 0.00 0.00 2 yr, 24 hr Rainfall (in): 1.20 1.20 1.20 Velocity (ft/sec): 0.22 0.00 0.00 Computed Flow Time (minutes): 15.93 0.00 0.00 Shallow Concentrated Flow Computations -------------------------------------- Subarea A Subarea B Subarea C Flow Length (ft): 504.00 0.00 0.00 Slope (%): 25.00 0.00 0.00 Surface Type: Grass pasture Unpaved Unpaved Velocity (ft/sec): 3.50 0.00 0.00 Computed Flow Time (minutes): 2.40 0.00 0.00 Channel Flow Computations ------------------------- Subarea A Subarea B Subarea C Manning's Roughness: 0.03 0.00 0.00 Flow Length (ft): 1686.00 0.00 0.00 Channel Slope (%): 3.00 0.00 0.00 Cross Section Area (ft!): 5.00 0.00 0.00 Wetted Perimeter (ft): 6.00 0.00 0.00 Velocity (ft/sec): 7.62 0.00 0.00 Computed Flow Time (minutes): 3.69 0.00 0.00 Page 5 11016-post-100.txt ==================================================================================== ============ Total TOC (minutes): 22.02 ==================================================================================== ============ -------------- Subbasin P-3 -------------- User-Defined TOC override (minutes): 10.00 -------------- Subbasin P-4 -------------- User-Defined TOC override (minutes): 10.00 -------------- Subbasin P-5 -------------- User-Defined TOC override (minutes): 10.00 *********************** Subbasin Runoff Summary *********************** -------------------------------------------------------------------------- Subbasin Total Total Peak Weighted Time of ID Precip Runoff Runoff Curve Concentration in in cfs Number days hh:mm:ss -------------------------------------------------------------------------- P-1 2.600 0.467 1.120 69.000 0 00:10:00 P-2 2.600 0.821 34.210 77.360 0 00:22:01 P-3 2.600 1.336 12.750 86.150 0 00:10:00 P-4 2.600 1.167 15.710 83.570 0 00:10:00 P-5 2.600 2.369 0.870 98.000 0 00:10:00 -------------------------------------------------------------------------- System 2.600 0.928 58.10 ****************** Node Depth Summary ****************** ------------------------------------------------------------------------------------ ----- Node Average Maximum Maximum Time of Max Total Total Retention ID Depth Depth HGL Occurrence Flooded Time Time Attained Attained Attained Volume Flooded ft ft ft days hh:mm acre-in minutes hh:mm:ss ------------------------------------------------------------------------------------ ----- Page 6 11016-post-100.txt Jun-4 0.64 3.36 6182.86 0 12:38 0 0 0:00:00 Out-1 0.00 0.00 6200.00 0 00:00 0 0 0:00:00 Out-3 0.52 1.50 6180.50 0 12:02 0 0 0:00:00 Jun-1 0.75 5.26 6185.26 0 12:38 0 0 0:00:00 ***************** Node Flow Summary ***************** ------------------------------------------------------------------------------------ Node Element Maximum Peak Time of Maximum Time of Peak ID Type Lateral Inflow Peak Inflow Flooding Flooding Inflow Occurrence Overflow Occurrence cfs cfs days hh:mm cfs days hh:mm ------------------------------------------------------------------------------------ Jun-4 JUNCTION 0.00 13.48 0 12:37 0.00 Out-1 OUTFALL 1.05 1.05 0 12:05 0.00 Out-3 OUTFALL 0.00 13.48 0 12:39 0.00 Jun-1 STORAGE 56.96 56.96 0 12:10 0.00 ********************** Detention Pond Summary ********************** ------------------------------------------------------------------------------------ --------------------------------------------- Detention Pond ID Maximum Maximum Time of Max Average Average Maximum Maximum Time of Max. Total Ponded Ponded Ponded Ponded Ponded Pond Exfiltration Exfiltration Exfiltrated Volume Volume Volume Volume Volume Outflow Rate Rate Volume 1000 ft! (%) days hh:mm 1000 ft! (%) cfs cfm hh:mm:ss 1000 ft! ------------------------------------------------------------------------------------ --------------------------------------------- Jun-1 70.192 84 0 12:38 8.089 10 13.48 0.00 0:00:00 0.000 *********************** Outfall Loading Summary *********************** ----------------------------------------------- Outfall Node ID Flow Average Peak Frequency Flow Inflow (%) cfs cfs ----------------------------------------------- Page 7 11016-post-100.txt Out-1 77.77 0.06 1.05 Out-3 91.26 2.78 13.48 ----------------------------------------------- System 84.51 2.83 13.66 ***************** Link Flow Summary ***************** ------------------------------------------------------------------------------------ -------------------------------- Link ID Element Time of Maximum Length Peak Flow Design Ratio of Ratio of Total Type Peak Flow Velocity Factor during Flow Maximum Maximum Time Occurrence Attained Analysis Capacity /Design Flow Surcharged days hh:mm ft/sec cfs cfs Flow Depth Minutes ------------------------------------------------------------------------------------ -------------------------------- Con-1 CONDUIT 0 00:00 0.00 1.00 0.00 19.98 0.00 0.50 0 Con-4 CONDUIT 0 12:39 7.63 1.00 13.48 7.89 1.71 1.00 180 Reg-1 ORIFICE 0 12:37 13.48 1.00 Analysis begun on: Tue Jun 28 10:20:45 2011 Analysis ended on: Tue Jun 28 10:20:47 2011 Total elapsed time: 00:00:02 Page 8 CRC LLC Storage Facility Application 2021 34 | Page CRC Sample Lease   (attached)  Page 1 of 5 RENTAL AGREEMENT NOTICE: THIS AGREEEMENT IS A RENTAL AGREEMENT FOR A SELF-STORAGE PREMISES UNDER THE COLORADO SELF-SERVICE STORAGE FACILITY ACT. ANY PROPERTY STORED IN A SELF-SERVICE STORAGE FACILITY IS SUBJECT TO A LIEN IN FAVOR OF THE OWNER FOR RENT, LABOR, OR OTHER CHARGES PRESENT OR FUTURE IN RELATION TO THE PERSONAL PROPERTY AND FOR EXPENSES NECESSARY FOR ITS PRESERVATION OR EXPENSES REASONABLY INCURRED IN ITS SALE OR OTHER DISPOSITION. IF OCCUPANT DEFAULTS UNDER THIS RENTAL AGREEMENT, THE PROPERTY STORED IN THE PREMISES MAY BE SOLD TO SATISFY THE LIEN. THIS ACTION IS AUTHORIZED BY THE COLORADO SELF- SERVICE STORAGE FACILITY ACT, § 38-21.5-101 ET SEQ. TERMS AND CONDITIONS OF THIS RENTAL AGREEMENT:Date:____________________________ This agreement dated <Tenant.LeaseSignDate>, between <Tenant.Name> (hereinafter referred to as "TENANT") and <Site.Name> (hereinafter referred to as "MANAGEMENT"). MANAGEMENT does hereby rent to TENANT storage unit number <Tenant.UnitName> (<Tenant.UnitWidth> x <Tenant.UnitLength>) in a building located at <Site.StreetAddress1> <Site.StreetAddress2>, <Site.City>, <Site.Region> <Site.PostalCode> to be used as storage for personal or business property for the monthly rate of <Tenant.RentalRate> payable on the first (1st) day of each month hereinafter. Rental payment is payable in advance. MANAGEMENT acknowledges receipt of ____________ as per your receipt, including the first (1st) month's rent (which has been prorated to the first (1st) day of next month where applicable). All payments made to MANAGEMENT pursuant to the agreement shall be applied first to administrative and late charges, then the balance to accrued and unpaid rent, this agreement shall expire on the last day of each month and automatically renew for one (1) additional month, SUBJECT TO THE CONDITIONS ON THE NEXT PAGE. Rental payments made after day <Rent.LateDay> of the month are subject to a <Tenant.LateFee1> Late Charge. Mailed payments must be postmarked by day <Rent.LateDay> of the month to avoid Late Charge. A returned Check is subject to a charge of <Tenant.FeeBadCheck>. There is a one-time <Tenant.FeeAdmin> non-refundable administrative fee charged when Tenant signs this lease. TENANT shall give MANAGEMENT ten (10) days written notice to vacate in order to avoid responsibility for the payment of the next month's rent. TENANT is an active member of the United States Armed Forces: Yes_______No_______ TENANT acknowledges that MANAGEMENT does not carry any insurance which in any way covers any loss whatsoever that TENANT may have or claim by renting the Storage Unit. All property stored in the Storage Unit shall be at TENANT'S sole risk. TENANT ACKNOWLEDGES THAT HE HAS READ THE CONDITIONS ON THE NEXT PAGES AND AGREES TO BE BOUND BY THEM. Executed on <Tenant.LeaseSignDate>, Tenant Name: <Tenant.Name>By (Management Agent): <All Valley Storage, > _______________________________________ _____________________________________ (Tenant Signature) (Management Signature) <Tenant.CompName>Lease Number: <Tenant.LeaseNo> (Tenant Company Name) Please Remit To: <Tenant.StreetAddress1><Site.Name> (Tenant Street Address)<Site.StreetAddress1> <Site.StreetAddress2> <Site.City>, <Site.Region> <Site.PostalCode> <Tenant.City>, <Tenant.Region> <Tenant.PostalCode> (Tenant City, State, Zip) <Tenant.HomePhone><Tenant.WorkPhone> (Tenant Home Phone) (Tenant Work Phone) <Tenant.DriversLicense><Tenant.DriversLicenseRegion> (Tenant Drivers License No.) (State) Page 2 of 5 Conditions 1. Month-to-Month Term and Renewal: This Rental Agreement for the lease of a self-storage space (the “Premises”) from All Valley Storage, LLC or Green Diamond Investments, LLC as indicated in the Terms and Conditions above at All Valley Storage - Carbondale or All Valley Storage - Silt (the “Facility”) is on a month-to-month basis and shall automatically renew for successive one month periods on the first day of each month unless terminated by Owner or Occupant pursuant to Provision 6 in the Lease and Occupant has fully removed all Property from the Premises and removed Occupant’s lock. A one month minimum rental is required. 2. Rent is Due on the First of Each Month: Rent shall be in the amount specified above, payable monthly to Owner in advance, without demand or notice, on the First of each month during the term of this Rental Agreement and any extensions or renewals thereof. If this Rental Agreement was executed on or after the 20th day of the month, then the second months Rent has been paid in advance and next Rent is due on the date stated in the Summary of Terms and Conditions. Occupant agrees to pay Rent in person, by mail, or with credit card in person or by written authorization, or by the storage kiosk located at the Carbondale Facility, and shall not mail or deliver Rent in the form of cash into the office by any “drop slot”. Occupant is required to obtain a receipt for any cash payment. Occupant shall pay Rent even if Occupant does not receive an invoice or bill. Owner may require payments of Rent to be in the form of money order, cash, or cashier’s check, in the event Occupant is in Default or has any payment due Owner returned for any reason including insufficient funds. Rent is non-refundable. Any rent payment made by the internet or payment kiosk must be in the full amount due at the time of payment. If less than full payment is made over the internet or at the kiosk, said payment shall be deemed automatically refused and any sums submitted shall be returned to Occupant at Occupant’s last known address, even if Occupant obtains a receipt from the internet site or kiosk. No payments including internet or kiosk can be made within forty-eight (48) hours of a lien sale, all payments must be made hand to Owner and accepted. 3. Credit/Debit Card Authorization for Payment of Rent and Other Charges: Occupant has authorized Owner to automatically charge or debit the charge or credit/debt card referenced in the Terms and Conditions section of the Rental Agreement (which is owned by the Occupant) on the first day of each month, or as soon as reasonably practicable thereafter, in the amount stated in the Terms & Conditions of this Rental Agreement, as Rent for each and every month Occupant continues to occupy the Premises. This authorization shall continue and include any increases in Rent and other charges assessed to the Occupant. In any circumstance, in the event Occupant terminates this authorization or the Rental Agreement owing any Rent or other charges due to Owner, Owner may charge/debit Occupant’s credit/debit card any sum due and owing upon termination including, but not exclusively, damages to the Premises or Facility, outstanding Rent due, any other default charges, clean up charges, dumpster charges, and any other sums due and owing at the termination. 4.Security Deposit: Owner acknowledges receipt of the Security Deposit specified above which shall secure Occupant’s performance of all terms of this Rental Agreement. The Security Deposit may be waived by Owner in the event Occupant provides Owner the credit card for payment of Rent and other charges on an automatic recurring basis as described in Provision 3. Occupant agrees that Owner need not segregate the Security Deposit from other funds and that no interest will be due Occupant for the period during which the Security Deposit is held. The Security Deposit shall be returned to Occupant within thirty (30) days of termination, if Occupant gives proper notice as described in Provisions 6 and 21, less all charges for cleaning, repairing or otherwise preparing the Premises for rental to others. Owner may also deduct from the Security Deposit any unpaid Rent, damages, charges, costs, or expenses due to Owner. 5. Administration Fee: Contemporaneously with the execution of the Rental Agreement Occupant has paid to Owner a non-refundable Administration Fee in the amount listed in the Terms and Conditions section of the Rental Agreement above. The Administration Fee is intended to defray some of the initial set-up, preparation costs and other expenses incurred in entering into a new self-storage Rental Agreement. This Administration Fee is non-refundable under any circumstances. 6. Termination. Occupant may terminate this Rental Agreement at any time if all Rent and charges are paid in full (through the end of the month) and Occupant notifies Owner of Occupant’s vacating of the Premises at least fourteen (14) days before the end of the month. Owner may terminate this Rental Agreement by giving Occupant fourteen (14) days written notice prior to the end of the term or any renewal term. The Premises shall be left broom clean, free of trash, and Occupant shall remove all Personal Property (or additional Rent may accrue) and the Occupant’s lock must be removed. Occupant shall fully vacate by the date stated in Occupant’s or Owner’s Notice. Owner charges and Occupant is responsible for a Fifty Dollar ($50.00) per hour per person charge for cleaning the Premises, minimum one (1) hour, plus costs including any disposal fees, if Owner must remove property and/or clean the Premises. 7. Other Charges and Fees:Occupant is in Default if Rent is not paid by the first of each month, and any Rent accepted thereafter shall be at the sole discretion of the Owner. If Occupant is in default, the following fees shall be charged: Late /Overlock Fee (on the 10th day after Rent is due)15% of Rent charge for the month Notice of Default charge (on the 20th day after Rent is due)$ 20.00 Notice of Default charge (on date mailed)$ 20.00 + Certified Mail Fees Sale Fee (imposed on day advertisement runs (including ad cost))$100.00 NSF/Returned Check Fee $ 35.00 + Applicable late fees Cleaning Fee (1 hour minimum)$ 50.00 per hour/per person + disposal fees Lock Cut Fee (at Occupant’s request)$ 50.00 Eviction notice (in lieu of default notice)$ 20.00 Eviction charge (in lieu of sale)$150.00 For the purpose of determining if Rent is paid on time, the date the payment is received in the Owner’s office, not the postmark date is used. Notwithstanding the date that other fees and charges are imposed, if payment is not made within thirty (30) consecutive days Owner may begin enforcement of its lien against Occupant’s Property. Occupant shall pay Owner all other costs and expenses incurred by Owner arising out of or related in any manner to a breach of this Rental Agreement particularly any charges incurred for Rent, late fees, or other charges and expenses incurred in enforcing the lien by Owner, Owner’s collection of any amount owed by the Occupant, or the exercise of any remedy by Owner upon a Default by Occupant (including the sale or other disposition of Occupant’s Property) as permitted under this Rental Agreement or by law. Occupant shall be liable to Owner for Owner’s attorney’s fees incurred in enforcing any of Owner’s rights or Occupant’s responsibilities under this Rental Agreement. 8.Use of Premises and Prohibited Storage: The Premises shall be used and occupied only for the storing of personal property owned by Occupant. Occupant shall keep the Premises in a clean and sanitary condition and free of rubbish, liquid waste or refuse, no guns or alcohol may be stored in the Premises. Occupant shall not use the Premises for the operation of any commercial, industrial, manufacturing or distribution business, and shall not conduct any hobby, wood, metal or other material work in the Premises. Occupant shall not use the Premises for the use or storage of any food; animal feed (including seed); store or release any explosives; highly flammable, dangerous, hazardous or toxic materials or substances (as defined below); noxious smelling items; items which emit a gas or odor when exposed to moisture; contraband or illegal substances; or for any unlawful purpose of any kind. Occupant shall not engage in any activity in the Premises which produces or releases such prohibited materials. Occupant shall not use the Premises for storage of any gasoline or other fuel oil, grease, or any other lubricant, tires or batteries, or any other accessories, except for such gas, oil, grease, or other lubricant as may be contained in the operating parts of the items stored in the Premises and in such case Occupant shall store the Property Page 3 of 5 with no more than one quarter (1/4) tank of gas and a drip pan or absorbent pad designed to absorb petroleum products under the Property to retain any leaking fluids. No propane or empty propane canisters may be stored in the Premises. No gas canisters shall be stored in the Premises. A Vehicle Storage Addendum must be completed and executed by Owner for any “titled” vehicle stored in the Premises. Occupant shall not live or sleep in the Premises, nor shall animals be permitted to be stored in the Premises. Occupant shall not use or allow the Premises to be used for the release, storage, use, treatment, disposal or other handling of any hazardous substance without prior written consent of Owner. The term “release” shall have the same meaning as ascribed to it in the Comprehensive Environmental Response Compensation and Liability Act, 42 U.S.C. Section 9602, et seq., as amended, (“CERCLA”). The term “hazardous substance” means: i. Any substance defined as a “hazardous substance” under CERCLA; ii. Petroleum, petroleum products, natural gas, natural gas liquids, liquefied natural gas and synthetic gas, and; iii. Any other substance or material deemed to be hazardous, dangerous, toxic, or a pollutant under any federal, state or local law, code, ordinance or regulation. 9. Limitation on Value of Personal Property: Occupant agrees not to store property in the Premises with a total value in excess of $5,000.00 without the prior written permission of the Owner. If such written permission is not obtained, the value of property shall be deemed not to exceed $5,000.00. The Premises is not appropriate for storage of irreplaceable property such as books, writings, objects which have an unknown immediate resale market value, or objects which have a special, sentimental, or emotional value to Occupant. By this Rental Agreement, Owner is generally not liable for the loss of Occupant’s Property. In the event any competent court of law adjudicates Owner liable for any loss, for any reason, damages shall be limited as described in the next Paragraph. This provision shall not constitute an admission that Occupant’s Property has any value whatsoever. Higher value limits for property may be available upon Occupant’s written request to Owner in exchange for additional consideration. See Owner for details. The fact that Occupant may insure said Property for an amount greater than the storage limit shall not waive Owner’s right to deem the Property collectively stored to be worth no more than $5,000.00. Notwithstanding anything in this Rental Agreement or any addendum to modify the limit on the value of Personal Property, in no event will Owner or Owner’s agents be liable to Occupant or Occupant’s agents for an amount in excess of Two Thousand Dollars ($2,000.00) for any loss or damage whatsoever, including, but not limited to, the active or passive acts, the omissions or negligence of Owner or Owner’s agents. Occupant will not sue Owner or Owner’s agents with respect to any claim, cause or action, loss, or injury to the extent liability therefore has been limited or eliminated pursuant to this Provision. So long as Occupant complies with the requirements of Provisions 8 and 9, Owner does not concern itself with the type, quantity, or quality of the Property Stored. 10. Damages: Occupant shall be responsible to Owner for the costs of repair, clean-up, and replacement for any damages caused as a result of Occupant’s storage in the Premises, use of the Premises, or use of the common areas of the Facility including damage to other occupant’s property. In the event Owner invoices Occupant for any charges for repairs, clean-up, replacement, or other damages suffered, Occupant shall pay the invoice within ten (10) days or it shall become Additional Rent due and payable with the next month’s rental obligation. The failure to pay such invoice represents a default under this Agreement. This Provision and the requirement to pay for any damages shall survive the termination of this Agreement. 11. Insurance and Security Type Systems:Occupant agrees, at his/her sole expense, to maintain insurance on all Property stored in the Premises with actual cash value coverage against all perils, without exception. Occupant’s failure to maintain such insurance shall be a breach of this Rental Agreement, constituting an Event of Default hereunder, and Occupant shall assume all risk of loss of damage that would have been covered by such insurance. Owner employs certain measures to protect Owner’s property referred to as “Security Type Systems.” The operation or failure of any type of Security Type System installed by Owner shall not change Owner’s aforementioned liability for any type of loss incurred by Occupant and shall in no way release Occupant from his/her obligation of insuring his/her Personal Property. These systems may include an electric gate and video cameras, however, Occupant acknowledges that these measures are for the protection of the Facility as a whole and not the individual Premises, that video cameras are not monitored, and that these systems may not operate properly in the event of a mechanical, electrical, or software failure. Further, video cameras may not be recorded or may not be recorded at all times and do not record all parts of the Facility. (Information about self storage insurance is available through Owner’s office. Please ask for information from Owner.) Higher value limits for Personal Property stored may be requested in writing by Occupant for additional consideration and, if accepted by Owner in writing, shall modify this provision only. 12. Access: Occupant’s access to the Premises and the Facility may be limited as reasonably deemed necessary by Owner, including, but not limited to, requiring photographic identification from Occupant, limiting hours of operation, or requiring Occupant to sign-in and sign-out upon entering and leaving the Facility, including the temporary closure of portions of the Facility for repairs and maintenance. Owner may change the times and methods of access to the Facility with thirty (30) days written notice posted at Owner’s office at the Facility or mailed to Occupant. In the event of an emergency at or around the Facility, Owner may require Occupant enter only when escorted by Owner’s employees or agents. Owner shall not be liable to Occupant for Occupant’s or his/her invitee’s inability to gain gate access due to mechanical failure, misuse of gate code(s), or any other reason. 13. Mold:Occupant understands that there is a risk of the growth of mold and/or mildew on Occupant’s Personal Property. Owner does not warrant the Premises to be water-tight or dry. Mold is a naturally-occurring substance and it is possible to have mold appear or grow on Occupant’s property. To help avoid mold, Owner recommends storing property off the concrete floor, such as on pallets or shelves (do not attach to the Premises), wrapping certain property in plastic and keeping goods susceptible to mold from touching the walls of the Premises. Occupant understands that any property brought into the Premises that is damp or wet will likely grow mold or mildew because of its wet or damp condition when brought into the Premises. Owner recommends periodically inspecting the Premises and the property and taking any and all actions necessary to protect Occupant’s property. 14. Locked Premises; Storage Occupant’s Risk; Abandonment: Occupant is required to keep the Premises locked using one lock per door. Owner shall not retain a key to Occupant’s lock. If a lock is removed for a reason described elsewhere in the Rental Agreement, including Default by Occupant, then Occupant shall replace the lock with another lock at Occupant’s sole expense. If the Premises is found open or if a lock is removed for an inventory or sale, Owner may, but is not required to, lock the Premises at Occupant’s expense. All property stored by Occupant within the Premises shall be at Occupant’s sole risk. If the Premises is not locked, Owner may consider the Premises abandoned and dispose of any or all Personal Property in the Premises. Owner may dispose of or sell the Personal Property abandoned in the Premises. Owner is not a warehouseman engaged in the business of storing goods for hire. Owner shall have no obligation to exercise any care, custody or control over Occupant’s Personal Property. Owner assumes no responsibility for any loss, damage or casualty however caused to such Personal Property. 15. Release of Liability: Occupant releases Owner, its employees, agents, successors, and assigns from any and all liability for property damage or loss of property; for damage or loss from, as examples, fire, water, the elements, mold or mildew, Acts of God, theft, burglary, vandalism, malicious mischief, mysterious disappearance, and rodent damage; or the acts or failure to act or negligence of Owner, its employees, or agents. Occupant further releases Owner, its employees, agents, successors, and assigns from any and all liability for personal injuries or death to persons including Occupant and Occupant’s family or invitees arising out of Occupants use of the Premises and Facility. Self storage insurance is strongly recommended. The only insurance that covers the property stored in the Premises is that purchased by Occupant. Occupant understands that this Release of Owner’s liability is a bargained for condition of this Rental Agreement and Owner’s consent to enter into this Rental Agreement, and that if Owner were not released from the liability as set forth in Provisions 15 and 16, a much higher Rent would have to be agreed upon or Owner would not enter into this Rental Agreement. Page 4 of 5 16. Indemnification; Subrogation:Occupant agrees to have its insurer waive any right of subrogation of any claim of Occupant against Owner, its employees, or agents. Occupant agrees to indemnify, defend and hold Owner harmless from any and all loss, claim, demands, damage, liability, expense, fines or penalties arising out of or related in any manner to such foregoing injuries, death or losses to person or property, or damages to Occupants property however occurring, or arising out of or related to any breach of this Rental Agreement by Occupant. Occupant shall also pay Owner for all of Owner’s attorney fees incurred in enforcing any obligation under this Provision. 17. Owner May Enter: Owner, its employees or agents and the representatives of any governmental or quasi-governmental authority, including police and fire officials, shall have the right to remove Occupant’s lock and enter the Premises, without notice to Occupant, to take such action as may be necessary to preserve Owner’s property in the event of an Emergency, or to comply with any applicable law, governmental or court order, warrant, subpoena, or to enforce any of Owner’s rights. For the purposes of this Rental Agreement, “Emergency” shall be defined as any event which jeopardizes the health, safety, and/or well-being of any person or of the Facility or any of the buildings or the land appurtenant to the buildings or any other property or chattels stored at the Facility. Owner shall further have the right, on a non-emergency basis, to remove Occupant’s lock and enter the Premises with reasonable notice to Occupant to make any repairs, replacements, other desirable improvements or conduct any inspections of Owner’s property (the “Work”). Owner will endeavor to give a minimum of three days notice to Occupant of the Work and, if Occupant is available, will schedule an appointment with Occupant to remove Occupant’s lock to allow the Work. If Occupant is unavailable or unable to provide Owner access, Owner may cut or remove and replace the lock after the Work has been completed with a lock of similar or better quality. Occupant may obtain keys to the replacement lock from Owner’s office during Office Hours. 18. Responsibility to Notify of a Condition in the Premises: Occupant shall immediately notify Owner should Occupant become aware of any noxious odors, sounds, or other conditions, including without limitation, the presence of any mold or similar condition in Occupant’s Premises or emanating spreading from or through any other Premises. Upon receipt of such notification, or should Owner become aware of such conditions, Owner may, notwithstanding anything to the contrary to this Agreement, enter Occupant’s Premises without notice to make any such necessary inspection, repair, or alteration. Should any such conditions result from Occupant’s use of the Premises or from a breach by Occupant of the terms of this Agreement, all costs and expenses incurred by Owner in addressing such conditions shall be paid by Occupant on demand and if not paid, shall become Additional Rent. 19. Owner’s Lien:Pursuant to the Colorado Self-Service Storage Facility Act 38-21.5-101 et seq., the Owner of a self storage facility and his or her heirs, executors, administrators, successors, and assigns have a lien upon all personal property located at the self-service storage facility for rent, labor, or other charges, present or future, in relation to the personal property and for expenses necessary for its preservation or expenses reasonably incurred in its sale or other disposition. This lien attaches as of the date the personal property is brought to the self-service storage facility. Explanation: The Occupant’s Property may be sold to satisfy the lien if Occupant is in default. 20. Defaults; Owner Remedies: If Occupant breaches any term or condition of this Rental Agreement (a “Default”), Owner in addition to such other rights it may have under this Rental Agreement and law shall have the right to terminate this Rental Agreement. If Occupant fails to pay any Rent or other charges when due or if the Rental Agreement is terminated by Owner for cause, Owner may: (i) deactivate gate access and overlock the Premises at any time after Default; (ii) remove Occupant’s lock and access the Premises; (iii) inventory and/or take possession if desired, of the Personal Property located in the Premises; (iv) sell or dispose of the Personal Property in the Premises as permitted by law; or (v) pursue any and all remedies available, at law or equity, including a forcible entry and detainer action against Occupant. All remedies available to Owner shall be cumulative and the exercise of one or more remedies shall not exclude or waive Owner’s rights as to any other remedy. 21. Notices: Except as otherwise required by law, all notices under this Rental Agreement from Owner to Occupant shall be mailed by first class U.S. mail, postage pre-paid, to Occupant’s last known address and shall be conclusively presumed to have been received by Occupant three (3) business days after mailing. All notices from Occupant to Owner shall be mailed by first class U.S. mail, postage pre-paid, to Owner, at the address of the Facility listed on the first page of this Rental Agreement. Occupant is responsible for notifying Owner in writing, via certified mail return receipt requested, or in person at the office address listed on this Rental Agreement on a form prescribed by Owner of any change in Occupant’s address or of intent to vacate at the end of the term. 22.Partial Payments or Payment in the Event of Default: Partial payments shall not be accepted. 23. Assignment and Subletting: Occupant may not assign its rights under this Rental Agreement or sublet the Premises without the prior written consent of Owner. This Rental Agreement shall be binding upon the heirs, assigns, executors, administrators, representatives and successors of the parties hereto. 24. Governing Law; Jury Trial; Severability: This Rental Agreement shall be governed by the laws of the State of Colorado without regard to its conflict of laws provisions. Owner and Occupant agree to waive their respective rights to trial by jury of any cause of action, claim, counterclaim or cross complaint in any action arising out of or connected in any manner with this Rental Agreement, including any action for bodily injury, death or property damage. Owner and Occupant further agree that the federal or state courts in Garfield County, Colorado shall have exclusive jurisdiction for any litigation related to this Rental Agreement. If any part or provision of this Rental Agreement is determined to be unenforceable by a court of law, the parties agree that all remaining parts or provisions of this Rental Agreement shall remain in effect and be valid and enforceable. 25. Entire Agreement: This Rental Agreement is the entire agreement between the parties and supersedes any and all prior oral or written representations or agreements and may be modified only in a writing signed by Occupant and Owner. The pre-printed terms of this Rental Agreement may only be modified in writing signed by the General Manager of Owner. 26. Counterparts, Headings and Gender: This Rental Agreement may be executed in one or more counterparts, each of which shall be deemed an original and when taken together shall constitute one Rental Agreement. The headings in this Rental Agreement are for the convenience of both parties. In the event of any conflict between the heading and the language of the term, the language of the term shall control. Whenever the context so indicates the masculine, feminine or neuter gender and the singular or plural number shall be deemed to include the others. 27.Agreement to Mediate: Realizing that in Self-Storage relationships there is always a possibility of differences of opinion or other disagreements and that what is most important is to resolve any disputes amicably, quickly, inexpensively and professionally and to return to business as soon as possible, it is with that spirit of cooperation that Owner and Occupant pledge to resolve differences and to use the procedures specified in this Rental Agreement. Therefore, Owner and Occupant agree as follows: with the exception of non-payment of Occupant’s Rent and Owner’s right to conduct a lien sale, declare an abandonment, or evict as a result of Default under this Rental Agreement, or apply the security deposit, if any; that any litigation, claim, dispute, suit, action, controversy, proceeding or otherwise (''claim'') between or involving Owner and Occupant, whether arising out of or relating in any way to this Rental Agreement and/or any other document, any alleged breach of any duty, or otherwise will be submitted to non-binding mediation for a minimum of eight hours before any mediation organization approved by Owner and Occupant located within 25 miles of the Facility. In the mediation, Owner and Occupant shall each be represented by an individual authorized to make binding commitments on their respective behalves and may be represented by counsel. In addition, Owner and Occupant may, with permission of the mediator, bring such additional persons as are needed to respond to questions, contribute information and participate in the negotiations. The fees and expenses of the mediator and/or mediation organization shall be shared equally by Owner and Occupant. The mediator shall be disqualified as a witness, consultant, expert or counsel for any party with respect to the dispute and any related matters. Page 5 of 5 28.Owner’s Employees: In the event Occupant requests any of Owner’s employees to perform any services for Occupant, it shall be done at Occupant’s own risk as Occupant’s agent, regardless of whether payment is made for said service(s). Occupant agrees to release, hold harmless and indemnify Owner for any loss, charge or injury Occupant may suffer related to the use of Owner’s employees. 29. Warranty of Information: Occupant warrants all information given in this Rental Agreement or any application preceding this Rental Agreement is complete, true and accurate at the time of this Rental Agreement. 30. Occupant’s Acceptance of Premises “AS IS”. Occupant inspected or had the right to inspect the Premises and Facility before signing this Rental Agreement and finds the Premises to be suitable for the purpose for which Occupant rents such Premises and accepts the same “as is.” Owner makes no express warranties. Owner disclaims and Occupant waives all implied warranties, including but not limited to implied warranties of merchantability and fitness for a particular purpose to the fullest extent permitted by law. Occupant acknowledges that Owner’s Agents have no authority to make warranties, express or implied. 31. Pest Control: Occupant is advised that Owner may use chemicals at the Facility including around the Premises, for pest control. For this reason, no pets are allowed. 32. Permission to Call, Fax and/or E-Mail:Occupant recognizes Owner and Occupant are entering into a business relationship at the Facility. As such, to the extent any Federal or State law prohibits Owner from contacting Occupant by phone, fax, or e-mail, Occupant hereby consents to Owner phoning, faxing, and e-mailing Occupant and that these conditions are related to the business relationship. 33. Rules and Regulation: The Rules and Regulation of this Facility are incorporated herein and made a pert of this Monthly Rental Agreement as if fully re-written herein. The Rules and Regulations can be changed with thirty (30) days notice as described in the Rules and Regulations, without regard for the term of this Agreement, so long as the revised Rules and Regulations apply to all occupants and are made for the appropriate and efficient operation of the Facility. 34. Release of Information: Occupant hereby authorizes All Valley Storage, LLC to obtain consumer reports and any other information Owner deems necessary, for the purpose of evaluating Occupant’s application. Occupant understands that such information may include, but is not limited to, credit history, criminal and civil information, records of arrest, rental history, employment salary details, vehicle records, licensing records, and/or any other necessary information. Occupant understands that such collected consumer reports may be obtained and utilized under this authorization in connection with an update, removal, extension, or collection with respect or in connection with the rental of the Premises for which this Rental Agreement was made. The undersigned hereby acknowledges that he/she has read, reviewed, understands, and has had the opportunity to ask questions about this Rental Agreement in its entirety (four pages) and agree(s) to be bound by its terms and conditions. **I HAVE READ ALL FIVE (5) PAGES OF THIS RENTAL AGREEMENT ** TENANT: _____________ Tenant Initails CRC LLC Storage Facility Application 2021 37 | Page CDOT ACESS PERMIT  (attached)  CRC LLC Storage Facility Application 2021 39 | Page Garfield County Access Permit  (attached)  CRC LLC Storage Facility Application 2021 39 | Page Storm Water Management Plan  (attached)  CRC LLC Storage Facility Application 2021 40 | Page CRC/Oldcastle Lease  (attached)  Section 9: CRC Vicinity Map SITE file:///T|/...rmits/Major%20Impact/CRC%20Contractors%20Yard%20Large%20-%202021/Application/NTC-response/HoursofOperation.txt[7/12/2021 11:19:52 AM] From: Bobbi Hapgood <bhapgood@me.com> Sent: Friday, June 18, 2021 7:35 AM To: Philip Berry Cc: Glenn Hartmann Subject: Re: [External] NTC notice for application MISA-06-21-8388 Philip, Thank you for the email. Apologies for not having the certificate signed. Somehow I thought the report following it was the information needed and neglected to sign the certificate. Few quick questions, and excuse the stupidity in my questions, this is my first time doing this application. 1. Yes, the Ryobi Foundation owns the land surrounding the subject parcel. When you say “update or clarify” where in the application is this information missing? Or where/how should I update. FYI, I am the manager/CEO of Ryobi Foundation. 2. I’ll update the omitted addresses. 3. The contract yard is likely to be operational from only 7 am to 7 pm. There should not be any meaningful noise or odor (minus a few smelly people) given it’s just a storage yard, and no glare. Even with storage of equipment or some materials, the berms surrounding the property would block and reflecting sunlight. I suspect that I filled out the section wrong taking a lead from our most recent application. I’ll take a look at trying to correct that section. How do I get the information to you appropriately? Should I print out three copies of each item to be inserted into the application and then also provide a copy of each on a flip drive (or provide an updated flip drive of the entire application with the items inserted or update the dropbox application)? Thanks! Bobbi Bobbi Hapgood Manager, Crystal Ranch Corp (919) 619-3295 bhapgood@me.com On Jun 17, 2021, at 1:25 PM, Philip Berry <pberry@garfield-county.com> wrote: Bobbi, thank you for your application. There are a few modifications we need before we can move forward with the review. Those are outlined in the attached NTC Letter. Please let me know if you have any questions or concerns, and I look forward to receiving the updates. Thanks, Philip Berry, AICP file:///T|/...rmits/Major%20Impact/CRC%20Contractors%20Yard%20Large%20-%202021/Application/NTC-response/HoursofOperation.txt[7/12/2021 11:19:52 AM] Planner Garfield County – Community Development Department 108 8th. St., Suite 101 Glenwood Springs, CO 81601 Pberry@garfield-county.com 970-945-1377 (1580) <NTC Letter 6-13-21 MISA-06-21-8388.pdf><Form - Certification of Mineral Ownership Research.pdf> 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 X see attached report 7/7/2021 ADJACENT OWNERS AND OWNERS WITHIN 200 FEET of APN 2393-264-00-007 2393-253-00-158 Clifford Cerise Ranch Company 86 County Road 104 Carbondale CO 81623 2393-263-00-006 RYOBI Foundation 13110 Highway 82 Carbondale CO 81623 2393-263-00-002 2393-263-00-003 2393-263-00-004 2393-263-00-005 2393-264-00-004 Bailey Family Investments Co. 1000 Blue Heron Lane Carbondale CO 81623 State Department of Highways 4201E Arkansas Avenue Denver CO 80222 MINERAL OWNERS and LESSEES OF APN 2393-264-00-007 Crystal Ranch Corporation 13 FridayLane Chapel Hill NC 27514 (No active mineral leasefound) Memorandum of Lease for grave l recorded at Heception Number 838315 Lessor:Crystal Ranch Corp Lessee:Oldcastle SW Group Inc Shirley L Sparks 14206 Sedrev Road NE Albuquerque NM 87123 No active recorded mineral lease found Beneficiary Deed recorded at Reception Number 759206. Upon death of the mineral owner noted above (Sparks), this deed conveys mineral rights to: J William Larue and Karen S Larue 608 Turner Drive NE J Albuquerque NM 87123