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HomeMy WebLinkAbout1.00 General Application MaterialsTable of Contents of SDU Application ‐ Lot 4 of Davis Point Subdivision Exemption    I. Application  II. Narrative   III. Special Warranty Deed  IV. Title Commitment  V. Vicinity Map  VI. Site Map  VII. Crook‐SDU pre. App.  Kay N. Crook  PO Box 1174  Rifle, CO 81650    Vincent Hooper  Garfield County  Planner III  108 8th Street, Suite 401  Glenwood Springs, CO  81601    Re: SDU Application for Lot 4 Davis Point Subdivision Exemption (Silt, CO)    Dear Mr. Hooper,    Attached is the application for the SDU with the required documentation.  This is the list of the  attachments:    1. Payment agreement  2. Application  3. Narrative   4. Special Warranty Deed  5. Title Commitment  6. Vicinity Map  7. Site Map  8. Well Permits  9. Access road permit  10. Sample duplex plan, the plan shows 3 bedrooms reach, the actual dwellings will have  only 2 bedrooms each.  11. Crook‐SDU pre. App.  12. Certification of Mineral rights Research      If you have any questions, I can be reached at kaycrook@msn.com or 303 618‐0725.    Sincerely,    Kay Crook              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: _2__ _1__ _7__9 - _0__2 _4__ - __0_ 0___ - _5__ __4_ __9_ 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: 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: _2__ _1__ _7__9 - _0__2 _4__ - __0_ 0___ - _5__ __4_ __9_ 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: 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: _2__ _1__ _7__9 - _0__2 _4__ - __0_ 0___ - _5__ __4_ __9_ 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: 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: 2179-024-00-549 PRE-APP DATE: 9/2/2021 OWNER: Kay Crook REPRESENTATIVE: PRACTICAL LOCATION: Lot 4 Davis Point Subdivision Exemption (Silt, CO) ZONING: Rural COMPREHENSIVE PLAN: Urban Growth Area – Town of Silt TYPE OF APPLICATION: Secondary Dwelling Unit I. GENERAL PROJECT DESCRIPTION The applicant, Kay Crook, owns Lot 4 of Davis Point Subdivision Exemption and would like to obtain a Land Use Change Permit to allow a Secondary Dwelling Unit (SDU). The applicant is proposing to locate both the primary dwelling unit and SDU in a single duplex style dwelling. Lot 4 is currently vacant. A primitive access drive currently provides access. The applicant has provided copies of two existing water well permit applications, Permit #62170-F / 51254-F and #62167/51253. Both are Residential wells. The applicant has stated that the wells are poorly producing and may require maintenance or expansion. Requests for a Secondary Dwelling Unit can be considered through the Administrative Review process. SDU’s must comply with the requirements of Section 7-701.B. of the Land Use & Development Code (LU&DC). The LU&DC can be found on the Garfield County website https://www.garfield-county.com/community-development/land-use-code/ The Administrative Review process details are outlined below. 2 Staff recommends that the applicant contact the local office of the Division of Water Resources at 970-945-5665 to discuss legal water issues. A current 4-hour pump test is required but may be done as a condition of approval (however, please submit any supporting information available). In addition, current water quality test in compliance with Section 4-203(M)(1)(b)(5)(C) LU&DC will need to be provided. This water quality test may be done as a condition of approval if requested in the application. The Applicant will need to provide a general description of the proposed wastewater treatment system and its adequacy in serving the SDU as well as representations of the site’s topography and soils. Demonstration of conformance to Section 7-107 LU&DC and specifically Table 7-107, Roadway Design Standards, needs to be provided. This demonstration should include all private driveways and roads from the proposed unit to public right of way. The calculations are based upon vehicle trips which are derived from the number of units utilizing those driveways and access roads. In your case your calculations would be based upon 2 residential units accessing your driveway and how many other units are accessing the common access drive from the County road. Please respond to the Standards as identified in Article 7: Standards, Division 1, 2 and 3 as well as Division 7-701-B, Secondary Dwelling Unit Standards. These are the standards by which the application will be determined to be approved, approved with conditions or denied. A short response to these items ensures that 1) the applicant has read and understands the standards upon which a determination will be based, and 2) allows the applicant and staff to work through any possible issues early in the application process. II. REGULATORY PROVISIONS AND PROCESS REQUIRED • Article 3, Zoning o Residential Suburban Zone District – Lot/Building Requirements (Table 3-201) and Use Table (Table 3-403) • Article 4, Application and Review Procedures o Administrative Review Process (Section 4-103) o Common Review Procedures (Section 4-101 o Table 4-102 Common Review Procedures and Required Notice o Application Materials (Table 4-201 and Section 4-203) • Article 7, Standards – Division 1 General Standards, Division 2 General Resource Protection Standards, Division 3 Site Planning – as applicable III. ADMINISTRATIVE REVIEW PROCESS The review process shall follow the steps contained in Table 4-102 and Section 4-103, Administrative Review (see attached flow chart) IV. SUBMITTAL REQUIREMENTS – KEY TOPICS General Application Materials o Signed Application Form 3 o Signed Payment Agreement Form and application fees o Proof of Ownership: copy of deed and copy of title commitment o Names and mailing addresses of properties within 200 feet of the subject property o Mineral rights ownership for the subject property (demonstrated through a search of Clerk and Recorder database and/or Assessors database, memo attached) o A narrative describing the request and related information o Updated Title Commitment A copy of this Pre-Application Summary needs to be submitted with the Application. Vicinity Map including areas within a radius of approximately 3 miles. Improvements Agreement / Development Agreement (may be waived upon request) Site Plan showing, at minimum, parcel boundary, existing structures, proposed SDU and access, parking, easements, and topography. Grading and Drainage Plan prepared by a qualified professional – this should include an analysis of any potential slope or hazard issues Impact Analysis – Please respond to the identified impacts in Section 4-203(G) Demonstration of Legal and Physical Water (well permit, 4-hour pump test and water quality test per Section 4-203(M) or a request to complete the pump test and water quality test if the application is approved. Wastewater Management Plan – if the applicant plans to use a shared system that system should be inspected by a qualified professional to indicate that it is adequate and functioning. Contact information for any ditch on the property Respond to Standards fully described in Article 7, Divisions 1-3 and, for Secondary Dwelling Units, Article 7, Section 701. Statement and demonstration of conformance with Section 7-107, Access and Roadways (Specifically conformance with Table 7-107 for access road from County roadway to proposed ADU). Provide copies of easements or other demonstration of legal access if the driveway crosses adjacent properties. This analysis should include a basic traffic analysis indicating total traffic from the use to the County Road. Submit three paper copies and one digital for applications. Additional copies will be requested upon determination of completeness. See the land use code for additional information on submittal requirements. V. APPLICATION REVIEW a. Review by: Staff for completeness recommendation and referral agencies for additional technical review b. Public Hearing: _X_ Director Decision with notice ___ Planning Commission ___ Board of County Commissioners ___ Board of Adjustment 4 c. Referral Agencies: May include Garfield County Road and Bridge, Fire Protection District, Garfield County Designated Engineer, Division of Water Resources, Garfield County Vegetation Management VI. APPLICATION REVIEW FEES a. Planning Review Fees: $ 250.00 b. Referral Agency Fees: $ TBD – consulting engineer/civil engineer fees c. Total Deposit: $ 250.00 (additional hours are billed at $40.50 /hour) VII. 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 may 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. PRE-APPLICATION SUMMARY PREPARED BY: September 7, 2021 Vince Hooper, Planner III 5 6 7 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 TYPE OF APPLICATION: Administrative Review for a Secondary Dwelling Unit I. GENERAL PROJECT DESCRIPTION The applicant is requesting a permit for a Secondary Dwelling Unit on 30.5-acre parcel located east of the Town of Silt and accessed off US Hwy. 6. As the property is over 4 acres, the Secondary Dwelling Unit is limited to 3,000 square feet in size. Demonstration of legal and adequate water as well as water quality is required. The applicant has indicated that they have already discussed the existing well permit with the Division of Water Resources. I spoke with Javier Vargas-Johnson of the Colorado Division of Water Resources on 12/16/2021. He reviewed the existing well permits (62170-F, 62167-F) and confirmed that each allows for "ordinary household purposes inside for one single family dwelling each. He further stated that the Colorado Division of Water Resources had no issues with these permits as they ae incompliance. I will arrange for the 4-hour pump tests that are required and am asking that they be done as a condition of approval. The plan is to install an Onsite Wastewater Treatment System that will comply with Garfield County ordinances. HBET soils engineering firm) “believes that the native soils are suitable for onsite wastewater treatment. It is anticipated the systems will need support 2 2-bedroom units that will have a 1250-gallon tank per code. The general description of the building site is a slight grade of less than 3-4% with some rock outcroppings. It is a sage brush and Pinion/Juniper region with typical sandy soil. The area is not included in the Garfield County geological hazards study area. Neighbors within 200 ft.: Rachel and Jeffrey Knable PIN -217911100547 34651 U.S. Hwy 6 Silt, CO 81652 Rick and Kristy Kolecki PIN - 217902400548 34641 U.S. Hwy 6 Silt, CO 81652 Edgar& Laura Jurada PIN - 217911100538 34661 US Hwy. 6 Silt, CO 81652 Wayner Blotske PIN - 217911100553 34671 US. Hwy 6 Silt, CO 81852       Barry & Patricia Sovern PIN-2179013000009 421 CR 235 Silt, C0 81852 Margaret J Bello Family Trust PIN-217902100337 PO Box 150 Silt, 81852 Zackary Johnson PIN-217902400729 1531 Stout St. # 412 Denver, CO 80202-3240 Roadway Design- There is currently a driveway into the property leading to the building site which will contain the duplex. The duplex will be serviced by a private driveway approximately 690 feet long and will have a road-base of gravel and sand to access the residence. The current access to the property consists of a roadway of gravel and I acquired an updated permit from CDOT Road and Bridge for access road off U.S.Hwy 6. Orrin D. Moon, Prevention division chief/Fire Marshal., Colorado River Fire Rescue has reviewed the permit. The traffic impact will be minimal with two residents primarily travelling to and from work and is documented in the road permit. Four parking spaces will be provided. The mineral rights are being retained by Myron W. Black, 213 Starlite Dr. Pueblo, CO 81005 the previous owner of the property as designated in the title commitment document. The Special Warranty Deed does not specify mineral rights ownership. With the help of an employee of the County Clerk’s Records office, no additional documents were found for the property address. As requested, a response to the Standards as identified in Article 7: Standards, Division 1, 2 and 3 as well as Division 7-701-B, Secondary Dwelling Unit Standards. B. Secondary Dwelling Unit Standards 1) Maximum Floor Area- The floor area shall not exceed 3,000 square feet for any lot 4 acres or greater. Proposed floor area +/- 2,400 sq. ft. 2) Ownership Restriction- secondary unit is restricted to leasehold interest and is for residential o r h o m e / b u s i n e s s u s e o n l y . P r oposed unit is for residential use. 3) Compliance with Building Code- it is proposed to construct a manufactured duplex dwelling in compliance with current applicable county recognized building codes. 4) Minimum Lot Area- The minimum Lot size for Secondary Dwelling Units is either: a) 2 acres, Unit will be within a 30.5-acre parcel b) Zone district -- Rural 5) One per Lot- One secondary dwelling unit which is subordinate to a single-Unit (primary) dwelling unit is allowed per legal lot. Impact Analysis- Existing conditions: Rural agricultural property with no improvements. The Silt Pump Ditch of The Farmer’s Irrigation Company, PO BOX 8, Silt, CO 81652-0008 near the southern lot line and there are no current plans to use it. There is no infrastructure for the ditch. 1. Adjacent Land Use. The property is surrounded by other rural residential single- family properties. 2. Site Features. The topography is flat and has been cleared except on the north end which has pinon and Juniper vegetation. There are no live streams on the property. There are no areas of high ground water or that are subject to flooding. 3. Soil characteristics: per the soils analysis report provided by HBET of Grand Junction, CO, “the test pits encountered 1.0 foot of topsoil above tan, moist, very dense cobble and boulder soils in a silty sand matrix to the bottoms of the excavations. 4. Geology and Hazards. There are no identified geologic or natural hazards identified by the county on this property. 5. Nature of the soil and subsoils. Soils and Subsoils are consistent with that in the surrounding area and has been shown to adequately support an Onsite Wastewater treatment System as assessed by HBET of Grand Junction, CO. This system should handle the effect of sewage effluents and not effect pollution of surface flow or stream flow. 6. Environmental Impacts. This parcel is undeveloped. Any additional impacts to the Environment are minimal. a. Long term and short-term effect on flora and fauna are unchanged as this 2nd dwelling unit will be within the building envelop of the original dwelling. b. No additional effect of critical wildlife habitat as the building site is on a small portion of the 30.5-acre lot. c. This is not applicable as there will be no hazardous attractions, alteration of existing native vegetation, blockade of migration routes, use patterns, or other disruptions. d. No known radiation hazard that has been identified by State or County Health Departments. 7. Nuisance. No impacts to adjacent land as we are building a residential dwelling unit and not any industrial component that would create vapor, dust, smoke, noise, glare or vibration, or other emanations. 8. Hours of Operation. Not applicable as this is a residence and does not include any type of industry or business. R3 Traffic Section, Access Unit 222 S 6th St, Rm 100 Grand Junction, CO 81501 PH (970) 683-6284 FAX (970) 683-6290 R3 Traffic Section, Access Unit, 222 S. 6th Street, Rm 100, Grand Junction, CO 81501 PH (970) 683-6284 www.codot.gov <<<<< e-mailed >>>>> February 4, 2022 Permit No. 322023 Kay Crook 389 S 9th St. Rifle, Colorado 81650 Dear Permittee: 1. Please review the attached State Highway Access Permit (Form #101) and all enclosed attachments 2. If you ACCEPT the Permit and its Terms and Conditions (and are authorized to sign as legal owner of the property, or as an authorized representative), please complete the DocuSign process within 60 days of the transmittal date on the permit. Your signature confirms your agreement to all the listed Terms and Conditions. 3. If you fail to complete the DocuSign within 60 days, the Colorado Department of Transportation (CDOT) will consider this permit withdrawn. 4. You may use the PayPal link to pay for this permit or send a check or money order made payable to “CDOT” for the total amount due of $50.00 to our office. 5. If you wish to APPEAL the Terms and Conditions of the permit, please refer to the attached Form 101, Pages 2 and 3 for an explanation of the appeal procedures. 6. As described in the additional attached Terms and Conditions, you must make a written request to obtain a Notice to Proceed. DO NOT begin any work within the State Highway Right-of-Way without a validated Access Permit and Notice to Proceed. Use of this permit without the Colorado Department of Transportation’s validation shall be considered a violation of State Law. If you have any questions please call Kandis Aggen, Asst. Access Manager, at (970) 683-6270 or Brian Killian, Region 3 Access Program Manager, at (970) 683-6284. If you choose to return the signed permit and/or check by mail, please send to: Region 3 Access Unit Attn: Kandis Aggen, Asst. Access Manager 222 S 6th St, Rm 100 Grand Junction, CO 81501 DocuSign Envelope ID: 6E8660B9-75C2-4701-AC9A-A977609013B9 COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT CDOT Permit No. 322023 State Highway No / Mp / Side 006D / 100.388 / Left Permit Fee $50.00 Date of Transmittal 02/04/2022 Region / Section / Patrol / Name 3 / 02 / 2K10 Tracy Anthony Local Jurisdiction Silt The Permittee(s): Kay Crook 389 S 9th St. Rifle, Colorado 81650 (303) 618-0725 The Applicant(s): is hereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in accordance with this permit, including the State Highway Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked by the Issuing Authority if at any time the permitted access and its use violate any parts of this permit. The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit. Location: Located on the north side of Hwy 006 D approximately 900 feet east of N. Overo Blvd.and 2000 feet east of MP 100 Access to Provide Service to: (Land Use Code) (Size) (Units) 210 - Single-Family Detached Housing 4 DHV 220 - Multifamily Housing (Low-Rise) - duplex 2 DHV Additional Information: Shared access for parcels: 217902400549, 217902400548, 217911100547, 217911100538 MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. Signature Print Name Date Title Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from Initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The permittee shall notify Teshaylo Trujillo 2K3 with the Colorado Department of Transportation, at 970-812-7603 at least 48 hours prior to commencing construction within the State Highway right-of-way. The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full authority to accept the permit and its terms and conditions. Permittee Signature: Print Name Date Co-Permittee Signature: (if applicable) Print Name Date This permit is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OF TRANSPORTATION Signature Print Name Title Date (of issue) Copy Distribution: Required: 1.Region 3.Staff Access Section 2.Applicant 4.Central Files Make copies as necessary for: Previous editions are obsolete and may not be used Local Authority Inspector Page 1 of 3 CDOT Form #101 5/07 MTCE Patrol Traffic Engineer \s1\ \n1\ \d1\ \s2\ \n2\ \t2\ \d2\ DocuSign Envelope ID: 6E8660B9-75C2-4701-AC9A-A977609013B9 2/4/2022 | 9:38 AM PSTKay Crook Asst. Access ManagerKandis Aggen 2/4/2022 | 1:19 PM PST State Highway Access Permit Form 101, Page 2 The following paragraphs are excerpts of the State Highway Access Code. These are provided for your convenience but do not alleviate compliance with all sections of the Access Code. A copy of the State Highway Access Code is available from your local issuing authority (local government) or the Colorado Department of Transportation (Department). When this permit was issued, the issuing authority made its decision based in part on information submitted by the applicant, on the access category which is assigned to the highway, what alternative access to other public roads and streets is available, and safety and design standards. Changes in use or design not approved by the permit or the issuing authority may cause the revocation or suspension of the permit. APPEALS 1. Should the permittee or applicant object to the denial of a permit application by the Department or object to any of the terms or conditions of a permit placed there by the Department, the applicant and permittee (appellant) have a right to appeal the decision to the [Transportation] Commission [of Colorado]. To appeal a decision, submit a request for administrative hearing to the Transportation Commission of Colorado within 60 days of transmittal of notice of denial or transmittal of the permit for signature. Submit the request to the Transportation Commission of Colorado, 4201 East Arkansas Avenue, Denver, Colorado 80222-3400. The request shall include reasons for the appeal and may include changes, revisions, or conditions that would be acceptable to the permittee or applicant. 2. Any appeal by the applicant or permittee of action by a local issuing authority shall be filed with the local authority and be consistent with the appeal procedures of the local authority. 3. In submitting the request for administrative hearing, the appellant has the option of including within the appeal a request for a review by the Department’s internal administrative review committee pursuant to [Code] subsection 2.10. When such committee review is requested, processing of the appeal for formal administrative hearing, 2.9(5) and (6), shall be suspended until the appellant notifies the Commission to proceed with the administrative hearing, or the appellant submits a request to the Commission or the administrative law judge to withdraw the appeal. The two administrative processes, the internal administrative review committee, and the administrative hearing, may not run concurrently. 4. Regardless of any communications, meetings, administrative reviews or negotiations with the Department or the internal administrative review Committee regarding revisions or objections to the permit or a denial, if the permittee or applicant wishes to appeal the Department's decision to the Commission for a hearing, the appeal must be brought to the Commission within 60 days of transmittal of notice of denial or transmittal of the permit. PERMIT EXPIRATION 1. A permit shall be considered expired if the access is not under construction within one year of the permit issue date or before the expiration of any authorized extension. When the permittee is unable to commence construction within one year after the permit issue date, the permittee may request a one year extension from the issuing authority. No more than two one-year extensions may be granted under any circumstances. If the access is not under construction within three years from date of issue the permit will be considered expired. Any request for an extension must be in writing and submitted to the issuing authority before the permit expires. The request should state the reasons why the extension is necessary, when construction is anticipated, and include a copy of page 1 (face of permit) of the access permit. Extension approvals shall be in writing. The local issuing authority shall obtain the concurrence of the Department prior to the approval of an extension, and shall notify the Department of all denied extensions within ten days. Any person wishing to reestablish an access permit that has expired may begin again with the application procedures. An approved Notice to Proceed, automatically renews the access permit for the period of the Notice to Proceed. CONSTRUCTION 1. Construction may not begin until a Notice to Proceed is approved. (Code subsection 2.4] 2. The construction of the access and its appurtenances as required by the terms and conditions of the permit shall be completed at the expense of the permittee except as provided in subsection 2.14. All materials used in the construction of the access within the highway right-of-way or on permanent easements, become public property. Any materials removed from the highway right-of-way will be disposed of only as directed by the Department. All fencing, guard rail, traffic control devices and other equipment and materials removed in the course of access construction shall be given to the Department unless otherwise instructed by the permit or the Department inspector. 3. The permittee shall notify the individual or the office specified on the permit or Notice to Proceed at least two working days prior to any construction within state highway right-of-way. Construction of the access shall not proceed until both the access permit and the Notice to Proceed are issued. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within the highway right-of-way. A construction time extension not to exceed 30 working days may be requested from the individual or office specified on the permit. 4. The issuing authority and the Department may inspect the access during construction and upon completion of the access to ensure that all terms and conditions of the permit are met. Inspectors are authorized to enforce the conditions of the permit during construction and to halt any activities within state right-of-way that do not comply with the provisions of the permit, that conflict with concurrent highway construction or maintenance work, that endanger highway property, natural or cultural resources protected by law, or the health and safety of workers or the public. \i1\ DocuSign Envelope ID: 6E8660B9-75C2-4701-AC9A-A977609013B9 5. Prior to using the access, the permittee is required to complete the construction according to the terms and conditions of the permit. Failure by the permittee to abide by all permit terms and conditions shall be sufficient cause for the Department or issuing authority to initiate action to suspend or revoke the permit and close the access. If in the determination of the Department or issuing authority the failure to comply with or complete the construction requirements of the permit create a highway safety hazard, such shall be sufficient cause for the summary suspension of the permit. If the permittee wishes to use the access prior to completion, arrangements must be approved by the issuing authority and Department and included in the permit. The Department or issuing authority may order a halt to any unauthorized use of the access pursuant to statutory and regulatory powers. Reconstruction or improvement of the access may be required when the permittee has failed to meet required specifications of design or materials. If any construction element fails within two years due to improper construction or material specifications, the permittee shall be responsible for all repairs. Failure to make such repairs may result in suspension of the permit and closure of the access. 6. The permittee shall provide construction traffic control devices at all times during access construction, in conformance with the M.U.T.C.D. as required by section 42- 4-104, C.R.S., as amended. 7. A utility permit shall be obtained for any utility work within highway right-of-way. Where necessary to remove, relocate, or repair a traffic control device or public or private utilities for the construction of a permitted access, the relocation, removal or repair shall be accomplished by the permittee without cost to the Department or issuing authority, and at the direction of the Department or utility company. Any damage to the state highway or other public right-of-way beyond that which is allowed in the permit shall be repaired immediately. The permittee is responsible for the repair of any utility damaged in the course of access construction, reconstruction or repair. 8. In the event it becomes necessary to remove any right- of-way fence, the posts on either side of the access shall be securely braced with an approved end post before the fence is cut to prevent any slacking of the remaining fence. All posts and wire removed are Department property and shall be turned over to a representative of the Department. 9. The permittee shall ensure that a copy of the permit is available for review at the construction site at all times. The permit may require the contractor to notify the individual or office specified on the permit at any specified phases in construction to allow the field inspector to inspect various aspects of construction such as concrete forms, subbase, base course compaction, and materials specifications. Minor changes and additions may be ordered by the Department or local authority field inspector to meet unanticipated site conditions. 10. Each access shall be constructed in a manner that shall not cause water to enter onto the roadway or shoulder, and shall not interfere with the existing drainage system on the right-of-way or any adopted municipal system and drainage plan. 11. By accepting the permit, permittee agrees to save, indemnify, and hold harmless to the extent allowed by law, the issuing authority, the Department, its officers, and employees from suits, actions, claims of any type or character brought because of injuries or damage sustained by any person resulting from the permittee's use of the access permit during the construction of the access. CHANGES IN ACCESS USE AND PERMIT VIOLATIONS 1. It is the responsibility of the property owner and permittee to ensure that the use of the access to the property is not in violation of the Code, permit terms and conditions or the Act. The terms and conditions of any permit are binding upon all assigns, successors-in-interest, heirs and occupants. If any significant changes are made or will be made in the use of the property which will affect access operation, traffic volume and or vehicle type, the permittee or property owner shall contact the local issuing authority or the Department to determine if a new access permit and modifications to the access are required. 2. When an access is constructed or used in violation of the Code, section 43-2-147(5)(c), C.R.S., of the Act applies. The Department or issuing authority may summarily suspend an access permit and immediately order closure of the access when its continued use presents an immediate threat to public health, welfare or safety. Summary suspension shall comply with article 4 of title 24, C.R.S. MAINTENANCE 1. The permittee, his or her heirs, successors-in-interest, assigns, and occupants of the property serviced by the access shall be responsible for meeting the terms and conditions of the permit, the repair and maintenance of the access beyond the edge of the roadway including any cattle guard and gate, and the removal or clearance of snow or ice upon the access even though deposited on the access in the course of Department snow removal operations. Within unincorporated areas the Department will keep access culverts clean as part of maintenance of the highway drainage system. However, the permittee is responsible for the repair and replacement of any access-related culverts within the right-of-way. Within incorporated areas, drainage responsibilities for municipalities are determined by statute and local ordinance. The Department will maintain the roadway including auxiliary lanes and shoulders, except in those cases where the access installation has failed due to improper access construction and/or failure to follow permit requirements and specifications in which case the permittee shall be responsible for such repair. Any significant repairs such as culvert replacement, resurfacing, or changes in design or specifications, requires authorization from the Department. Form 101, Page 3 \i1\ DocuSign Envelope ID: 6E8660B9-75C2-4701-AC9A-A977609013B9 STATE of COLORADO HIGHWAY ACCESS PERMIT ADDITIONAL TERMS and CONDITIONS February 4, 2022 PERMIT No. 322023 Permittee(s): Kay Crook Location: Garfield County on CO Highway 006D, near Mile Ref. Pt. 100.388 Left 1. This permitted access is only for the use and purpose stated in the Application and Permit. This Permit is issued in accordance with the State Highway Access Code (2 CCR 601-1), hereafter referred to as the “Access Code”, and is based in part upon the information submitted by the Permittee. Any subsequent relocation, reconstruction, modifications, the type of traffic using the access or 20% increase in volume to the access shall require a new application and coordination with Colorado Department of Transportation, hereafter referred to as “CDOT”. Any changes causing non-compliance with the Access Code may render this permit void, requiring a new permit. 2. This permit replaces any and all additional access permits that may be in existence for this access. 3. This permit is for an as-constructed access for single-family residential and multifamily - duplex use. 4. This is a shared access for parcels 217902400549, 217902400548, 217911100547 & 217911100538. 5. The total traffic volume shall be 6 DHV (Design Hourly Volume). 6. This access shall have a full-turning movement. 7. The Permittee is responsible for obtaining any necessary additional Federal, State and/or City/County permits or clearance. Approval of this access permit does not constitute verification of this action by the Permittee. Permittee is also responsible for obtaining all necessary utility permits in addition to this access permit. 8. No drainage from this site shall enter onto the State Highway travel lanes. The Permittee is required to maintain all drainage in excess of historical flows and time of concentration on site. All existing drainage structures shall be extended, modified or upgraded, as applicable, to accommodate all new construction and safety standards, in accordance with the Department’s standard specifications. 9. Nothing in this permit shall prohibit the Chief Engineer from exercising the right granted in CRS 43- 3-102—including, but not limited to, restricting left hand turns by construction of physical medial separations. 10. It shall be the responsibility of the Permittee to maintain adequate sight distance for this driveway. It is the sole responsibility of the Permittee to trim and/or remove vegetation (i.e.: weeds, grass, shrubs and trees) to maintain adequate sight distance. 11. The permittee, his or her heirs, successors-in-interest, assigns, and occupants of the property serviced by the access shall be responsible for meeting the terms and conditions of this permit, the repair and maintenance of the access beyond the edge of the roadway including any cattle guard and gate, and the removal or clearance of snow or ice upon the access even though deposited on the access in the course of Department snow removal operations. Within unincorporated areas, the Department will keep access culverts clean as part of maintenance of the highway drainage system. However, the permittee is responsible for the repair and replacement of any access-related culverts within the right-of-way. Within incorporated areas, drainage responsibilities for municipalities are determined by statute and local ordinance. The Department will maintain the roadway including auxiliary lanes and shoulders, except in those cases where the access installation has failed due to improper access construction and/or failure to follow permit requirements and specifications in which case the permittee shall be responsible for such repair. Any significant DocuSign Envelope ID: 6E8660B9-75C2-4701-AC9A-A977609013B9 STATE of COLORADO HIGHWAY ACCESS PERMIT ADDITIONAL TERMS and CONDITIONS February 4, 2022 PERMIT No. 322023 Permittee(s): Kay Crook Location: Garfield County on CO Highway 006D, near Mile Ref. Pt. 100.388 Left repair such as culvert replacement, resurfacing, or changes in design or specifications, requires authorization from the Department. 12. All costs associated with any type of utility work will be at the sole responsibility and cost of the Permittee and at no cost to CDOT. 13. Any current or proposed cattle guard shall be maintained fully within the property boundaries and all repairs are the sole responsibility of the property owner. 14. Backing maneuvers within and onto the state highway right-of-way are strictly prohibited. All vehicles shall enter and exit the highway right-of-way in a forward movement. Backing into the right-of-way shall be considered a violation of the Terms and Conditions of the Access Permit and may result in the revocation of the permit by CDOT and/or Issuing Authority. 15. The Permittee assumes responsibility for any and all easements that are associated with this access. If an easement is part of this access permit, CDOT shall not be liable for incorrect information in the easement documentation and it’s the permittees responsibility to ensure all applicable laws and regulations have been followed. DocuSign Envelope ID: 6E8660B9-75C2-4701-AC9A-A977609013B9                                                                                   CDOT has aMunicipal Separate Storm Sewer System permit, otherwise known as (MS4) from the Colorado Department of Public Health and Environment.  The permit states that only stormwater can be discharged from CDOT’s storm drain system               As part of the permit, CDOT has several different programs to prevent pollutants from entering into the storm drain system:  Construction Site Program  New Development Redevelopment Program  Illicit Discharge Program  Industrial Facilities Program  Public Education and Outreach Program  Pollution Prevention and Good Housekeeping Program  Wet Weather Monitoring Program   What is stormwater runoff? Stormwater runoff occurs when precipitation from rain or snowmelt flows over the ground. Impervious surfaces like roads and sidewalks prevent stormwater from naturally soaking into the ground Why is stormwater runoff a problem?  Stormwater can pick up debris, chemicals, dirt and other pollutants and flow into CDOT’s storm drain system or directly into a stream, river, lake, wetland or reservoir. Anything that enters CDOT’s storm drain system is discharged untreated into the waterways we use for fishing, swimming, and providing drinking water.  For more information on CDOT Utility Permits:  https://www.codot.gov/business/permits/utilitiesspecialuse For more information on CDOT Access Permits: https://www.codot.gov/business/permits/accesspermits For more information on CDOT Water Quality Program: Water Quality Program Manager 4201 E. Arkansas Ave.                                            Shumate Building Denver, Colorado 80222 303‐757‐9343  Water Quality Program Industrial Facilities Program Dredged spoil, dirt, slurry, solid waste, incinerator residue, sewage, sewage sludge, garbage, trash, chemical waste, biological nutrient, biological material, radioactive material, heat, pH, wrecked or discarded equipment, rock, sand, any industrial, municipal, or agricultural waste. Tips for Reporting an Illicit Discharge  Call the illicit discharge hotline at (303) 512‐4426  From a safe distance try to estimate the amount of the discharge. Identify characteristics of the discharge (color, odor, algae, etc.). Obtain information on the vehicle dumping the waste (if applicable). Do not approach! Call *CSP for illicit dumping. If possible, take a photo, record a license plate. REMEMBER:  Never get too close to the illicit discharge, it may be dangerous!!!  DocuSign Envelope ID: 6E8660B9-75C2-4701-AC9A-A977609013B9                                        Industrial Facilities Program Elements: 1. Educate and outreach to owners or operators that have potential to contribute substantial pollutant to water. 2. Report and include information on discharge and water quality concerns. Provide written notification within 15 days of discovery to CDPHE. 3. Submit an annual report to CDPHE containing the number of informational brochures distributed; name and title of each individual trained. Education There are instances when a utility company or other entity doing work in the state highway right‐of‐way will require some type of environmental permit or clearance for that work. CDOT has put together an Environmental Clearances Information Summary for those applying for a CDOT Utility and Special Use Permit or Access Permit to obtain all required clearances. This fact sheet is given to each permittee and is available at: http://www.coloradodot.info/programs/environmental/resources/guidance-standards/Environmental%20Clearances%20Info%20Summary.pdf    Industrial facilities can use control measures (CM) otherwise known as Best Management Practices (BMP) during the construction of a facility and when operating the facility. Control measures are schedules of activities, maintenance procedures, and other management practices to prevent and reduce pollution entering into CDOT’s storm drain system. Control Measures also include treatment, operating procedures, and practices to control site run off which can include structural and non‐structural controls.   Control Measures for Industrial Facilities CDOT defines a utility, or utility facility as any privately, publicly, or cooperatively owned line, facility, or system producing, transmitting or distributing the following:  CommunicationsCable televisionPowerElectricityLightHeat GasOilCrude ProductsWaterStreamWasteStormwater not connected with highway drainageSimilar CommodityDocuSign Envelope ID: 6E8660B9-75C2-4701-AC9A-A977609013B9 Environmental Clearances Information Summary Page 1 of 3 Colorado Department of Transportation June 2020 COLORADO DEPARTMENT OF TRANSPORTATION Environmental Clearances Information Summary PURPOSE - This summary is intended to inform entities external to CDOT that may be entering the state highway right-of-way to perform work related to their own facilities (such as Utility, Special Use or Access Permittees), about some of the more commonly encountered environmental permits/clearances that may apply to their activities. This listing is not all-inclusive—additional environmental or cultural resource permits/clearances may be required in certain instances. Appropriate local, state and federal agencies should be contacted for additional information if there is any uncertainty about what permits/clearances are required for a specific activity. IMPORTANT: Please Review The Following Information Carefully – Failure to Comply With Regulatory Requirements May Result In Suspension or Revocation of Your CDOT Permit, Or Enforcement Actions By Other Agencies. CLEARANCE CONTACTS - As indicated in the permit/clearance descriptions listed below, the following agencies may be contacted for additional information: • Colorado Department of Public Health and Environment (CDPHE): General Information – (303) 692-2000 Water Quality Control Division (WQCD): (303) 692-3500 Environmental Permitting Website https://www.colorado.gov/pacific/cdphe/all-permits • CDOT Water Quality Program Manager: (303) 512-4053 https://www.codot.gov/programs/environmental/water-quality • CDOT Asbestos Project Manager: (303) 512-5519 • Colorado Office of Archaeology and Historic Preservation: (303) 866-5216 • U.S. Army Corps of Engineers, District Regulatory Offices: Omaha District (Northeastern CO), Denver Office (303) 979-4120 http://www.nwo.usace.army.mil/Missions/RegulatoryProgram/Colorado.aspx Sacramento District (Western CO), Grand Junction Office (970) 243-1199 http://www.spk.usace.army.mil/Missions/Regulatory.aspx Albuquerque District (Southeastern CO), Pueblo Office (719) 543-9459 http://www.spa.usace.army.mil/Missions/RegulatoryProgramandPermits.aspx • CDOT Utilities, Special Use and Access Permitting: (303) 757-9654 https://www.codot.gov/business/permits Wildlife Resources - Disturbance of wildlife shall be avoided to the maximum extent practicable. Entry into areas of known or suspected threatened or endangered species habitat requires special authorization from the CDOT permitting office. If any threatened or endangered species are encountered during the progress of the permitted work, work in the subject area shall be halted and the CDOT Regional Permitting Office and Region Planning and Environmental Manager shall be contacted immediately. Authorization must be provided by CDOT prior to the continuation of work. Information about threatened or endangered species may be obtained from the CDOT website, http://www.codot.gov/programs/environmental/wildlife/guidelines, or the Colorado Parks and Wildlife (CPW) website, http://www.cpw.state.co.us/learn/Pages/SOC-ThreatenedEndangeredList.aspx. Additional guidance may be provided by the appropriate Region Planning and Environmental Manager (RPEM). Cultural Resources - The applicant must request a file search of the permit area through the Colorado Office of Archaeology and Historic Preservation (OAHP), Denver, to ascertain if historic or archaeological resources have previously been identified (https://www.historycolorado.org/file-access; 303-866-5216). Inventory of the permit area by a qualified cultural resources specialist may be necessary, per the recommendation of CDOT. If archaeological sites/artifacts or historic resources are encountered as the project progresses, all work in the subject area shall be halted and the CDOT Regional Permitting Office and Region Planning and Environmental Manager shall be contacted immediately. Authorization must be provided by CDOT prior to the continuation of work. Additional guidance may be provided by the Regional Permitting Office and RPEM. Paleontological Resources - The level of effort required for paleontological resources is dependent on the amount of ground disturbance, including rock scaling, digging, trenching, boring, ground leveling, and similar activities. • If the permit will involve extensive ground disturbance (generally involving more than one mile of CDOT ROW), a full review will be required by a qualified paleontologist, including map, file, and locality searches, with final recommendations provided by the CDOT paleontologist upon receipt of the report. Based on results of the review, a survey or inventory of the permit area may be necessary. • If the permit will involve a small amount of ground disturbance (less than one mile of ROW), the applicant must request a fossil locality search through the University of Colorado Museum of Natural History (https://www.colorado.edu/cumuseum/research- collections/paleontology/policies-procedure) and the Denver Museum of Nature and Science (https://www.dmns.org/science/earth-sciences/earth-sciences-collections/). The museum collections manager will provide information about localities in the project area. If there are no known localities, the permit requirement for paleontology is complete upon submitting that information to CDOT. If there are known localities, the CDOT paleontologist will be contacted by the museum with details, and additional recommendations will be made if necessary. Note that museum staff are not required to disclose the details of fossil localities to the permit applicant, nor is detailed locality information required for the permit application to proceed. • If the permit involve no ground disturbance, no action is required for paleontological resources. If fossils are encountered during the permitted action, all work in the immediate area of the find should stop and the CDOT Staff Paleontologist and the Region Environmental Manager should be contacted immediately. Authorization must be provided by CDOT prior to the continuation of work. Additional guidance may be provided by the Regional Permitting Office in the Permit Special Provisions. Contact Information: See the museum websites listed above. The CDOT Paleontologist is not able to conduct locality searches independently. For further information contact CDOT Paleontologist Nicole Peavey at nicole.peavey@state.co.us or (303)757-9632. DocuSign Envelope ID: 6E8660B9-75C2-4701-AC9A-A977609013B9 Environmental Clearances Information Summary Page 2 of 3 Colorado Department of Transportation June 2020 Hazardous Materials, Solid Waste - The Solid Wastes Disposal Sites and Facilities Act C.R.S. 30-20-100, et al, and Regulations Pertaining to Solid Waste Disposal Sites and Facilities (6 CCR 1007-2), prohibit solid waste disposal without an approved Certificate of Designation (a landfill permit). The Colorado Hazardous Waste Act C.R.S. 25-15-301 et al, and the Colorado Hazardous Waste Regulations (6 CCR 1007-3) prohibit the transfer, storage or disposal (TSD) of hazardous waste except at permitted TSD sites. There are no permitted landfills or TSD sites within the State Highway Right of Way. Therefore, all solid or hazardous wastes that might be generated by the activities of entities entering the State Highway Right of Way must be removed from the ROW and disposed of at a permitted facility or designated collection point (e.g., for solid waste, a utility or construction company’s own dumpster). If pre-existing solid waste or hazardous materials contamination (including oil or petroleum contaminated soil, asbestos, chemicals, mine tailings, etc.) is encountered during the performance of work, the permittee shall halt work in the affected area and immediately contact the CDOT Regional Permitting Office for direction as to how to proceed. Contact Information: Theresa Santangelo-Dreiling, CDOT Hazardous Materials Management Supervisor: (303) 512-5524. Asbestos Containing Materials, Asbestos Contaminated Soil - All work on asbestos containing materials (ACM) must comply with the applicable requirements of the CDPHE Air Pollution Control Division’s (APCD) Regulation 8. Disposal of ACM, and work done in asbestos-contaminated soil, must comply with the CDPHE Hazardous Materials and Waste Management Division’s (HMWMD) Solid Waste Regulations. The application for any CDOT permit must specifically identify any ACM involved in the work for which authorization is being requested. Additional guidance or requirements may be specified in the permit special provisions. Contact Info: CDPHE APCD and HMWMD Regulations can be accessed via the CDPHE Environmental Permitting Website listed above. Additional information concerning clearance on CDOT projects is available from the CDOT Asbestos Project Manager (303) 512-5519, or Theresa Santangelo-Dreiling, Hazardous Materials Management Supervisor: (303) 512-5524. Transportation of Hazardous Materials - No person may offer or accept a hazardous material for transportation in commerce unless that person is registered in conformance with the United States Department of Transportation regulations at 49 CFR, Part 171. The hazardous material must be properly classed, described, packaged, marked, labeled, and in condition for shipment as required or authorized by applicable requirements, or an exemption, approval or registration has been issued. Vehicles requiring a placard, must obtain authorization and a State HAZMAT Permit from the Colorado Public Utilities Commission. Contact Information: For authorization and more info call the Federal Motor Safety Carrier Administration, US DOT for inter- and intra- state HAZMAT Registration (303) 969-6748. Colorado Public Utilities Commission: (303) 894-2868. Discharge of Dredged or Fill Material – 404 Permits Administered By the U.S. Army Corps of Engineers, and Section 401 Water Quality Certifications Issued by the CDPHE WQCD - Clean Water Act section 404 permits are often required for the discharge of dredged or fill material into waters of the U.S., including wetlands. Several types of section 404 permits exist, including nationwide, regional general, and individual permits. Nationwide permits are the most commonly authorized type for activities with relatively minor impacts. If an individual 404 permit is required, section 401 water quality certification from the CDPHE WQCD is also required. Contact the appropriate Corps District Regulatory Office for information about what type of 404 permit may be required (contact information above). Contact the CDPHE Water Quality Control Division at (303) 692-3500. Working on or in any stream or its bank - In order to protect and preserve the state’s fish and wildlife resources from actions that may obstruct, diminish, destroy, change, modify, or vary a natural existing stream or its banks or tributaries, it may be necessary to obtain a Senate Bill 40 certification from the Colorado Department of Natural Resources. A stream is defined as 1) represented by a solid blue line on USGS 7.5’ quadrangle maps; and/or 2) intermittent streams providing live water beneficial to fish and wildlife; and/or 3) segments of streams supporting 25% or more cover within 100 yards upstream or downstream of the project; and/or 4) segments of streams having wetlands present within 200 yards upstream or downstream of the project measured by valley length. The CPW application, as per guidelines agreed upon by CDOT and CPW, can be accessed at https://www.codot.gov/programs/environmental/wildlife/guidelines. Erosion and Sediment Control Practices - Any activities that disturb one or more acres of land require a Stormwater Construction Permit (SCP) from the CDPHE-WQCD. Erosion & sediment control requirements will be specified in that permit. In situations where a stormwater permit is not required, all reasonable erosion and sediment control measures should be taken to minimize erosion and sedimentation. Control practices should be in accordance with CDOT Standard Specifications 107.25, 208, 213 and 216 (https://www.codot.gov/business/designsupport/cdot-construction-specifications). The CDOT Erosion Control and Stormwater Quality Guide (website: https://www.codot.gov/programs/environmental/landscape-architecture/erosion-storm-quality) can also be used to design erosion/sediment controls. Contact Information: Contact the CDPHE-WQCD at (303) 692-3500. Website: https://www.colorado.gov/pacific/cdphe/wq-construction-general-permits Site Stabilization - All disturbances require a stabilization plan, native seeding or landscape design plan according to applicable CDOT Standard Specifications 212-217 and 623. The CDOT Erosion Control and Stormwater Quality Guide should also be used to plan restoration of disturbed vegetation. Website: https://www.codot.gov/programs/environmental/landscape- architecture/erosion-storm-quality Stormwater Discharge From Industrial Facilities - Discharges of stormwater runoff from certain types of industrial facilities, such as concrete batch plants - require a CDPS Stormwater Permit. Contact Information: Contact the CDPHE-WQCD at (303) 692- 3500. Website: https://colorado.gov/pacific/cdphe/wq-commerce-and-industry-permits Concrete Washout - Waste generated from concrete activities shall NOT be allowed to flow into the drainage ways, inlets, receiving waters, or in the CDOT ROW. Concrete waste shall be placed in a temporary concrete washout facility and must be located a minimum of 50 feet from state waters, drainageways, and inlets. Concrete washout shall be in accordance to CDOT specifications and guidelines at https://www.codot.gov/business/designsupport/cdot-construction-specifications and refer to the specifications and their revisions for sections 101, 107 and 208. Construction Dewatering (Discharge or Infiltration) and Remediation Activities - Discharges of water encountered during excavation or work in wet areas may require a Construction Dewatering or Remediation Activities Discharge Permit. Contact DocuSign Envelope ID: 6E8660B9-75C2-4701-AC9A-A977609013B9 Environmental Clearances Information Summary Page 3 of 3 Colorado Department of Transportation June 2020 Information: Contact the CDPHE-WQCD at (303) 692-3500. For Applications and Instructions: https://www.colorado.gov/pacific/cdphe/wq-construction-general-permits. Municipal Separate Storm Sewer System (MS4) Requirements - When working in a MS4 area, discharges to the storm sewer system are subject to CDOT’s or other municipalities’ MS4 Permit. For activities within the boundaries of a municipality that has a MS4 permit, the owner of such activity should contact the municipality regarding stormwater related requirements. All discharges to the CDOT highway drainage system or within the Right of Way (ROW) must comply with the applicable provisions of the Colorado Water Quality Control Act, the Water Quality Control Commission (WQCC) Regulations (https://www.colorado.gov/pacific/cdphe/wqcc-regulations-and-policies-and-water-quality-statutes) and the CDOT MS4 Permit #COS-000005 (https://www.codot.gov/programs/environmental/water-quality/documents). Discharges are subject to inspection by CDOT and CDPHE. For CDOT-related MS4 programs and requirements, go to: https://www.codot.gov/programs/environmental/water-quality/stormwater-programs. Post-Construction Permanent Water Quality - When working in a CDOT MS4 area and the activity disturbs one or more acres, permanent water quality control measures may be required. Information on the requirements can be found under the CDOT Permanent Water Quality MS4 Program at: https://www.codot.gov/programs/environmental/water-quality/stormwater- programs/pwq-permanent-water-quality Discharges to Storm Sewer Systems Prohibited Discharges - All discharges are subject to the provisions of the Colorado Water Quality Control Act and the Colorado Discharge Permit Regulations. Prohibited discharges include, but are not limited to, substances such as wash water, paint, automotive fluids, solvents, oils or soaps and sediment. Allowable Discharges - The following discharges to stormwater systems are allowed without a permit from the CDPHE-WQCD: landscape irrigation, diverted stream flows, uncontaminated ground water infiltration to separate storm sewers, discharges from potable water sources, foundation drains, air conditioning condensation, irrigation water, uncontaminated springs, footing drains, water line flushing, flows from riparian habitats and wetlands, and flow from firefighting activities. Contact Information: Contact the CDPHE-WQCD at (303) 692-3500. Information can also be found in the CDOT Illicit Discharge MS4 Program PDD at: https://www.codot.gov/programs/environmental/water-quality/stormwater-programs/idde.html. Spill Reporting - Spills shall be contained and cleaned up as soon as possible. Spills shall NOT be washed down into the storm drain or buried. All spills shall be reported to the CDOT Illicit Discharge Hotline at (303) 512-4426 (4H20), as well as the Regional Permitting Office and Regional Maintenance Supervisor. Spills on highways, into waterways, any spill in the highway right-of-way exceeding 25 gallons, or that may otherwise present an immediate danger to the public shall be reported by calling 911, and shall also be reported to the CDPHE at 1-877-518-5608. More information can be found at https://www.colorado.gov/pacific/cdphe/emergency-reporting-line. Disposal of Drilling Fluids - Drilling fluids used in operations such as Horizontal Directional Drilling may be classified as “discharges” or “solid wastes,” and in general, should be pumped or vacuumed from the construction area, removed from the State Highway Right of Way, and disposed of at permitted facilities that specifically accept such wastes. Disposal of drilling fluids into storm drains, storm sewers, roadside ditches or any other type of man-made or natural waterway is prohibited by Water Quality Control and/or Solid Waste regulations. Small quantities of drilling fluid solids (less than 1 cubic yard of solids) may be left on-site after either being separated from fluids or after infiltration of the water, provided: 1) the drilling fluid consists of only water and bentonite clay, or, if required for proper drilling properties, small quantities of polymer additives that are approved for use in drinking water well drilling; 2) the solids are fully contained in a pit, and are not likely to pose a nuisance to future work in the area, 3) the solids are covered and the area restored as required by CDOT permit requirements (Utility, Special Use, or Access Permits, etc.). Contact Information: Contact CDPHE (telephone #’s listed above). Noxious Weeds and Invasive Species Management Plan - Noxious Weeds and Invasive Species guidance can be found by contacting the Colorado Department of Agriculture (https://www.colorado.gov/pacific/agconservation/noxiousweeds) and the Colorado Division of Parks and Wildlife (http://cpw.state.co.us/aboutus/Pages/RS-NoxiousWeeds.aspx). In either case, management plans involving the control of noxious weeds associated with the permitted activity and cleaning of equipment will be required. DocuSign Envelope ID: 6E8660B9-75C2-4701-AC9A-A977609013B9 DocuSign Envelope ID: 6E8660B9-75C2-4701-AC9A-A977609013B9 DocuSign Envelope ID: 6E8660B9-75C2-4701-AC9A-A977609013B9 800 ft N➤➤N DocuSign Envelope ID: 6E8660B9-75C2-4701-AC9A-A977609013B9 TYPE OF APPLICATION: Administrative Review for a 2-Unit Dwelling I. GENERAL PROJECT DESCRIPTION The applicant is requesting a permit for a 2-Unit Dwelling on 30.5-acre parcel located east of the Town of Silt and accessed off US Hwy. 6. As the property is over 4 acres, the 2-Unit building will be a total of less than 2500 square feet. Demonstration of legal and adequate water as well as water quality is required. The applicant has indicated that they have already discussed the existing well permit with the Division of Water Resources. I spoke with Javier Vargas-Johnson of the Colorado Division of Water Resources on 12/16/2021. He reviewed the existing well permits (62170-F, 62167-F) and confirmed that each allows for "ordinary household purposes inside for one single family dwelling each. He further stated that the Colorado Division of Water Resources had no issues with these permits as they are complying. I will arrange for the 4-hour pump tests that are required and am asking that they be done as a condition of approval. The plan is to install an Onsite Wastewater Treatment System that will comply with Garfield County ordinances. HBET soils engineering firm) “believes that the native soils are suitable for onsite wastewater treatment. It is anticipated the systems will need support 2 2-bedroom units that will have a 1250-gallon tank per code. The general description of the building site is a slight grade of less than 3-4% with some rock outcroppings. It is a sage brush and Pinion/Juniper region with typical sandy soil. The area is not included in the Garfield County geological hazards study area. Neighbors within 200 ft.: Rachel and Jeffrey Knable PIN -217911100547 34651 U.S. Hwy 6 Silt, CO 81652 Rick and Kristy Kolecki PIN - 217902400548 34641 U.S. Hwy 6 Silt, CO 81652 Edgar& Laura Jurada PIN - 217911100538 34661 US Hwy. 6 Silt, CO 81652 Wayner Blotske PIN - 217911100553 34671 US. Hwy 6 Silt, CO 81852       Barry & Patricia Sovern PIN-2179013000009 421 CR 235 Silt, CO 81852 Margaret J Bello Family Trust PIN-217902100337 PO Box 150 Silt, CO 81852 Zackary Johnson PIN-217902400729 1531 Stout St. # 412 Denver, CO 80202-3240 Roadway Design- There is currently a driveway into the property leading to the building site which will contain the duplex. The duplex will be serviced by a private driveway approximately 690 feet long and will have a road-base of gravel and sand to access the residence. The current access to the property consists of a roadway of gravel and I acquired an updated permit from CDOT Road and Bridge for access road off U.S. Hwy 6. The traffic impact will be minimal with two residents primarily travelling to and from work and is documented in the road permit. Four parking spaces will be provided. The mineral rights are being retained by Myron W. Black, 213 Starlite Dr. Pueblo, CO 81005 the previous owner of the property as designated in the title commitment document. The Special Warranty Deed does not specify mineral rights ownership. With the help of an employee of the County Clerk’s Records office, no additional documents were found for the property address. As requested, a response to the Standards as identified in Article 7: Standards, Division 1, 2 and 3 as well as Division 7-701-B, 2-Unit Dwelling Standards. B. Secondary Dwelling Unit Standards 1) Maximum Floor Area- The floor area shall not exceed 3,000 square feet for any lot 4 acres or greater. Proposed floor area +/- 2,400 sq. ft. 2) Ownership Restriction- secondary unit is restricted to leasehold interest and is for home/business use only. Proposed unit is for residential use. 3) Compliance with Building Code- it is proposed to construct a manufactured duplex dwelling with current applicable county recognized building codes. 4) Minimum Lot Area- The minimum Lot size for Secondary Dwelling Units is either: a) 2 acres, Unit will be within a 30.5-acre parcel b) Zone district -- Rural 5) One per Lot- One secondary dwelling unit which is subordinate to a single-Unit (primary) dwelling unit is allowed per legal lot. Impact Analysis- Existing conditions: Rural agricultural property with no improvements. The Silt Pump Ditch of The Farmer’s Irrigation Company, PO BOX 8, Silt, CO 81652-0008 near the southern lot line and there are no current plans to use it. There is no infrastructure for the ditch. 1. Adjacent Land Use. The property is surrounded by other rural residential single- family properties. 2. Site Features. The topography is flat and has been cleared except on the north end which has pinon and Juniper vegetation. There are no live streams on the property. There are no areas of high ground water or that are subject to flooding. 3. Soil characteristics: per the soils analysis report provided by HBET of Grand Junction, CO, “the test pits encountered 1.0 foot of topsoil above tan, moist, very dense cobble and boulder soils in a silty sand matrix to the bottoms of the excavations. 4. Geology and Hazards. There are no identified geologic or natural hazards identified by the county on this property. 5. Nature of the soil and subsoils. Soils and Subsoils are consistent with that in the surrounding area and has been shown to adequately support an Onsite Wastewater treatment System as assessed by HBET of Grand Junction, CO. This system should handle the effect of sewage effluents and not effect pollution of surface flow or stream flow. 6. Environmental Impacts. This parcel is undeveloped. Any additional impacts to the Environment are minimal. a. Long term and short-term effect on flora and fauna are unchanged as this 2nd dwelling unit will be within the building envelop of the original dwelling. b. No additional effect of critical wildlife habitat as the building site is on a small portion of the 30.5-acre lot. c. This is not applicable as there will be no hazardous attractions, alteration of existing native vegetation, blockade of migration routes, use patterns, or other disruptions. d. No known radiation hazard that has been identified by State or County Health Departments. 7. Nuisance. No impacts to adjacent land as we are building a residential dwelling unit and not any industrial component that would create vapor, dust, smoke, noise, glare or vibration, or other emanations. 8. Hours of Operation. Not applicable as this is a residence and does not include any type of industry or business. Neighbors within 200 ft.: Rachel and Jeffrey Knable PIN -217911100547 34651 U.S. Hwy 6 Silt, CO 81652 Rick and Kristy Kolecki PIN - 217902400548 34641 U.S. Hwy 6 Silt, CO 81652 Edgar& Laura Jurada PIN - 217911100538 34661 US Hwy. 6 Silt, CO 81652 Wayner Blotske PIN - 217911100553 34671 US. Hwy 6 Silt, CO 81852       Barry & Patricia Sovern PIN-2179013000009 421 CR 235 Silt, CO 81852 Margaret J Bello Family Trust PIN-217902100337 PO Box 150 Silt, CO 81852 Zackary Johnson PIN-217902400729 1531 Stout St. # 412 Denver, CO 80202-3240 AgoCOLORA00 WELL PERMR NUMBER 63167 F DIVINon of Waht Aewu¢ea cemmmegq uaenal cewuR.v RECEIPT NUMBER 0533939A ORIGNALPERMITAPPUCAWM)APPROVED WELL LCCATION MYRON WBIACx Water Division: $Water DIstrat: W Designated Beam: N/A Managemem Delta N/A County: GARFIELD Parcel Name: DAVIS POINT F(EMPTION Lot d Blood Filing: Physical Atltlress: N/A SE 114 SE 114 Section 2 TOwneMp6.0 S Mange 92.0 W SIAh P.M. UTM COORDINATES (Meters. bne'.13. NAD83) EastMg: 274031.7 NdNng: 4381097.2 MUANCE OFTN6 PERMIT'DOES NOTCONFN AWATER RIGNF CONDITIONS OF APPROVAL 1) This weLL star M used In such a way a;to cause no mater0l ln)ury, to existing water right. The issuance of this pcmu Me not emmure that no injury MII occur 10 anMer vn11 water right or preclude summer ovmer of a vn11 water right from sa1Mg MiH M a dAL court action. 2) The crosWttbhcf Nis weLL shall M in canptlmre MN the Water Well Constructor Rules l CCR 4022, cards appoint of variance M1m Lwcn gaold by the Smle WM ofExaminers of Warer WHtconstruction add Pump Installation (dannxcforsn acca6ancewM Rule 18. 3) AWrovi Whwmt WCPP 9m1PDN for Use moot an existing wettmmWCH under permltno. 51253 F (exprd), appropriating Bouts water W W1nry 1othe Calorado River, man atlenatewnt of Elverslon to the Amflncbe Gnat and an on me cmMtbh that Je weLLsball aeoperai d mty shown me Wdt nTdhe Water Conservancy DisWttY wMNWie water supply plan, ygrovHby the Stone Engineer, is in clam, and Mon a water allotment contact Letrai Newell avrer and Ne Wet rival WaterCdnervancy District for the release of rcpincmentwater from Muesli Reservoir isin effect orunher an approved pan aoraugrentatim. wild contract cnmW6xa.5aMla). a) Thense of ground wand-from Ws sell is limited to ordinary housMdd purpose nndeone(1) mingle farmyclosing, me irriganm of not mom Nn 6, Di arefm of home gardens and lavms, and meandering of up W 14 had cmmeMat dmetic annals. ALLuse of Nis%eLLwiLLM curtailed unless Newater atblmnt contract ora plan foraugrenlMion isin effect. Thkwell 6 Mom m Ne$nuN Well. 5) Thepumpng rate of this weLLsball not exceed 15 GPM. 6) TheaWageannuatamwm of groundwater to M appropriated!sbaLL not eateMone(1)acrefxot (325,850gallons). Themoner shaLLmark Newer in a conspicuous place%ah weLLpunMtnumperV), name of Nea4ner, add murtcase another p) as apprommee. The owner shall am necesssry neansandprecautons as preserve NeemaMngs. B) Thk weLLmunhethatimore than had fret from me mcdon spucifl Hon Nis permit. 9) A WatMng days telermathe nsaLLHon this%eLLaM matnan H in good working order. Pe'mnnt remMof aLLdlversba crust terminated!by NevreLLmoner Irdorhei at least annually) and wlxMectl 1n Ne Didion Fn imer upon headed. NOTICE: TMs permit bon hen approved far a welt as the locall 653 fmfrom me,South S mrrn Uneand 1,307fm from me East Smbh ine, mallfying Item 4 on Newell permit aWncation form. You archenemy mNfl dmatyai have me right as xCM1eal Nensunce of Nis permit M' OLmg a written rtt9het wM Nis oMicewMn any (60) drysof me came of issuance, purwantb Je Sa to Mminktrated Procedures Art. lSx Sectbh 244 104 through 105, G.R.S.) 9eeNON PmN Date Issued'111912005 k icy Expiration Date: N/A Omi W-iaNli For mn'rbe cots thus µnon uO 3M.eW.3Ai or a^mwmr.,umn,atum.0 Fegei of WELL PERMIT NUMBER 62167-F RECEIPT NUMBER 0533939A PERMIT HISTOIfY W-26-421 CHANGE IN OWNER NAMEIM4ILING ADDRESS. CHANGED TO MY NOHEENE CROOK W-26-421 CHANGE IN OWNER NAMERMILING ADDRESS. CHANGED TO BERNARD WNNING CROOK nm all =l Fm q &m llmry ft uu IN.P66.IAI m S, v,.,...eh emi..m.0 Pogama ISOCOLORAOO WELL PERMR NUMBER 631]OF DIVINon of Waht Aewu¢ea cemmmegq uaenal cewuR.v RECEIPT NUMBER 0533939B ORIGNALPERMITAPPUCAWM)APPROVED WELL LOCATION MYRON WBIACx Water DNialOn: 5 Water DIstrat: 39 Designated Been: N/A Management Dlmrah N/A County: GARFIELD Parcel Name: DAVIS POINT F(EMPTION Lot d Blood Filing: Physical AddM88, N/A BE 114 SE 114 Section 2 TOwnsap(3.0 S Range 92.0 W SIAh P.M. UTM COORDINATES (Meters. bne'.13. HAD831 GffMg: I74ID6.9 Northing: 4381351.6 BALANCE OFTN6 PERMR DOES NOTCONFER AWATER RIGNF CONDITIONS OF APPROVAL 1) Tnk wen star M upon In such a way av to cause no mnterelln)uy to existing water rights. TM1e issuance of Nis permit does not here that no injury still occur to anMer vonl water right or preclude another owner of a von l water right from seekingrdMadALmunnotion. 2) The construction of Nis vai shall M in canptlmce MiM1 me Water Well Constructor Rules 2 CCR 40V 2, unless approval of varai M1m keen pond by me mite PmM ofExaminers of Wader WHl Construction aim Purns Installation Contractors in xcartancewM Fule 18. 3) Approvipursuant WM P9m1PDN for tie divot an existing wellanstwc d unM permit no. 51251 F (expired), ygrcprtatng Round!water W Wtnry Native Colorado meet, asan altenatewnt of diversion to the Avalanche Canal and 51Mm. an me cmdlton that the vai Mdperatd only when me Vast MAcessater Conservancy Districts submiume water supply plan, ygrovHby me Stone Engineer, is in effsm, and when a water allotment contract Menoon Newell avrer and Ne Wen rival saater Gamervancy District for the release of rcpl ocmentwater from Rude Reservoir is in effect crunder an approved plan foraugrentatim. Vill contract MA032&MB NOM(a). i) Thense of ground waterfran Nis sell is limited to ordinary MusMOW Wipes inndeme(1) single familydxeLLng, me irrigation of not mane Nan 6,Dtl amfeet of home Ravens and lessons, and Newaterng of up W ti noncomeMal dmntr amnas. ANuse of Nis vreNwiLLM curtailed unless Newater albtmnt contract ores plan foraugrentatim isin each. Thkwell is Mom m me Norm Well. 5) Thepur ng rate of Has vai not exceed 15 GPM. 6) TheaWraeannuamnmm of groundwater to M appropriated!MaLL not exceMone(1)acrefxot (325,B50gallms). nonvoter SaLLmank Newell in a conspicuous place wiN weLLpenMtnumbers), name of Nea4ifer, aim aurtcase anoMr p) ap appmprtate. The minor shall and necesssry miansandprecautons as preserve NesemaMngs. B) Ths weLLmunM ironsdi more than had fret from me location scetlfl Hm HAS permit. 9) A whaNing flow mxermust the nnalltlm Has vai container!in g.M waArng orhr. Pemmmt rtmMof aUdevirsons crust Mmatnatr H by NevreLLovmer (rreoreai at lean annually) and wdMectl Native DiNson pointer upon headed. 9eerxNN PmN Date Issued'1/19/2005 kvMky Expiration Date: N/A PERMR HrsroM W-26-421 CHANGE IN OWNER NAMEIM4ILING ADDRESS. CHANGED TO MY NOHEENE CHCOK W-26-421 CHANGE IN OWNER NAMEIM4ILING ADDRESS. CHANGED TO BERNARD WINNING CRCOK I'mi Alp-AZI For Mambo mM this µnon dill MRAM.3%1 or So m wmrnsumntavocus Fegei of Garfield County Land Explorer Parcel Physical Address Owner Account Number Mailing Address 217901300009 421 235 COUNTY RD SILT SOVERN, BARRY M & PATRICIA J R200245 421 COUNTY ROAD 235 SILT, CO 81652 217901300677 501 DAVIS POINT RD SILT MYERS, JUSTON T & TRACI L & GEORGE E & SHERYL A R008231 501 DAVIS POINT ROAD SILT, CO 81652 217901300678 Not available NEW CASTLE REW RANCH PROJECT LLC R008232 8191 E KAISER BLVD ANAHEIM, CA 92808 217902100337 3062 214 COUNTY RD SILT BELLIO, MARGARET J FAMILY TRUST R200423 PO BOX 150 SILT, CO 81652 217902400548 34641 6 & 24 HWY SILT KOLECKI, RICHARD T & KRISTY A R200738 34641 HIGHWAY 6 SILT, CO 81652 217902400729 Not available SILT JOHNSON, ZACHARY W R045437 1531 STOUT STREET #412 DENVER, CO 80202-3240 217911100538 34661 6 & 24 HWY SILT JURADO, EDGAR & LAURA R200719 50591 HIGHWAY 6, APT 14 GLENWOOD SPRINGS, CO 81601 217911100547 34651 6 & 24 HWY SILT KNABLE, JEFFREY & RACHAEL R200737 34651 HIGHWAY 6, SILT, CO 81652 TBD Hwy 6, Silt, CO 81652 Administrative Review for Two -Unit Dwelling April 11, 2022 Article 7: Divisions 1, 2 and 3 This narrative is to address Article 7: Division 1, 2 & 3 of the Garfield County Unified Land Use and Development Code and follows the outline provided therein. General Description The applicant is requesting a permit for a 2 -Unit Dwelling on 30.5-acre parcel located east of the Town of Silt and accessed off US Hwy. 6. As the property is over 4 acres, the 2-Unit building will be a total of less than 2500 square feet. The mineral rights are being retained by Myron W. Black, 213 Starlite Dr. Pueblo, CO 81005 the previous owner of the property as designated in the title commitment document. The Special Warranty Deed does not specify mineral rights ownership. With the help of an employee of the County Clerk’s Records office, no additional documents were found for the property address. 7-101. Zone District Use Regulations: The applicant is requesting a permit for a 2 -Unit Dwelling on 30.5-acre parcel located east of the Town of Silt and accessed off US Hwy. 6. As the property is over 4 acres, the 2-Unit building will be a total of less than 2500 square feet. Current zoning is single family rural. 7-102. Comprehensive Plan and Intergovernmental Agreements: Property is in unincorporated Garfield County. 7-103. Compatibility: The proposed application is compatible in nature, scale and intensity to the adjacent land uses. There are three other residential properties in the Davis Point Exemption. 7-104. Source of Water: Water supply will be a well. I spoke with Javier Vargas-Johnson of the Colorado Division of Water Resources on 12/16/2021. He reviewed the existing well permits (62170-F, 62167-F) and confirmed that each allows for "ordinary household purposes inside for one single family dwelling each. He further stated that the Colorado Division of Water Resources had no issues with these permits as they are complying. I will arrange for the 4-hour pump tests that are required and am asking that they be not done as a condition of approval. 7-105. Central Water Distribution and Wastewater Systems: The plan is to install an Onsite Wastewater Treatment System that will comply with Garfield County ordinances. HBET (soils engineering firm, see report) “believes that the native soils are suitable for onsite wastewater treatment.” It is anticipated the systems will need support 2 2-bedroom units that will have a 1250- gallon tank per code. 7-106. Public Utilities: Public utilities are already extended to this property . No additional easements or mainline extensions will be necessary to serve the two new dwelling units, just new service extensions. 7-107. Access and Roadways: There is currently a driveway into the property leading to the building site which will contain the duplex. The duplex will be serviced by a private driveway approximately 690 feet long and will have a road-base of gravel and sand to access the residence. The current access to the property consists of a roadway of gravel and I acquired an updated permit from CDOT Road and Bridge for access road off U.S. Hwy 6. (Submitted) The traffic impact will be minimal with two residents primarily travelling to and from work and is documented in the road permit. Four parking spaces will be provided. 7-108. Use of Land Subject to Natural Hazards: The property is not subject to identified natural and geologic hazards. 7-109. Fire Protection: The property is in the Colorado River Fire District. 7-201. Agricultural Lands: The property is zoned rural, there are no current agricultural activities or any planned activities and does not impact any local agricultural activities outside of the property. The Silt Pump Ditch of The Farmer’s Irrigation Company, PO BOX 8, Silt, CO 81652-0008 is near the southern lot line and there are no current plans to use it. There is no infrastructure for the ditch. 7-202. Wildlife Habitat Areas: The addition of a dwelling will have no impact on wildlife habitat. 7-203. Protection of Waterbodies: There are no water bodies on the property or adjacent properties. 7-204. Drainage and Erosion: The unit will sit on a flat section of the property. There is currently natural drainage. The dwelling will not affect that. 7-205. Environmental Quality: The proposed application will not reduce air quality below acceptable levels established by the Colorado Air Pollution Control Division or store hazardous materials. 7-206. Wildfire Hazards: The property is not located in an area susceptible to wildfires. 7-207. Natural and Geologic Hazards: The property is not located in a known natural and geologic hazard area for avalanches, landslides, rockfall, alluvial fans, slopes, corrosive or expansive soils and rock, mudflows. 7-208. Reclamation: The only reclamation that would be needed is to return areas disturbed by construction by reseeding with compatible native grasses. 7-301. Compatible Design: Dwelling will sit in the middle of 30.5 acres not visible to neighbors. 7-302. Off-Street Parking Required: Building is off a 690 ft. driveway which is off an access road (permit included with application). All parking will be off-street. Parking will meet the standard, as designated in Table 7-302A, 2 spaces per unit for a total of 4 spaces. 7-303. Landscape Standards: Land is natural high desert. Only natural grasses will be added to land disturbed by construction. 7-304. Lighting Standards: Building is more than 600 feet from neighbors. Outside lighting will not be visible by neighbors. 7-305. Snow Storage: There is no need for snow storage as the building and driveway are not adjacent to public roads. 7-306. Trails and Walkway Standards: Property does not include nor is adjacent to public trails or walkways. 2789 Riverside Parkway Grand Junction, Colorado 81501 Phone: 970-255-8005 Info@huddlestonberry.com December 16, 2021 Project#02375-0001 Kay Crook PO Box 1174 Rifle, Colorado 81650 Subject: Geotechnical Investigation Parcel 217902400549 Silt, Colorado Dear Ms. Crook, This letter presents the results of a geotechnical investigation conducted by Huddleston-Berry Engineering & Testing, LLC (HBET) for Parcel 217902400549 in Silt, Colorado. The site location is shown on Figure 1 – Site Location Map. The proposed construction is anticipated to consist of a multi-family residence. The scope of our investigation included evaluating the subsurface conditions at the site to aid in developing foundation recommendations for the proposed construction and to evaluate the site soils for onsite wastewater treatment. Site Conditions At the time of the investigation, small to large trees occupied the site. The site was generally sloping down to the south. Vegetation consisted of grasses, weeds, and small to large bushes and trees. The site was bordered to the north, west, east by vacant lots, and to the south by a residential property. Subsurface Investigation The subsurface investigation included two test pits at the site as shown on Figure 2 – Site Plan. Test Pits TP-1 and TP-2, were excavated to depths of 2.5 and 1.0 feet below the existing ground surface, respectively. Typed test pit logs are included in Appendix A. As indicated on the logs, the subsurface conditions at the site were fairly consistent. The test pits encountered 1.0 foot of topsoil above tan, moist, very dense cobble and boulder soils in a silty sand matrix to the bottoms of the excavations where bucket refusal was encountered. Groundwater was not encountered in the subsurface at the time of the investigation. Foundation Recommend ations Based upon the results of the subsurface investigation and nature of the proposed construction, shallow foundations are generally recommended. Spread footings and monolithic (turndown) structural slab foundations are both appropriate alternatives. However, as discussed previously, refusal due to boulders was reached in the shallow subsurface. Therefore, the conditions at the bottom of the foundation elevation are unknown. Parcel 217902400549 #02375-0001 12/16/21 Z:\2008 ALL PROJECTS\02375 - Kay Crook\02375-0001 Parcel 217902400549\200 - Geo\02375-0001 LR121621.doc 2 If cobble and boulder soils are present at the bottom of foundation elevation, HBET recommends that the foundations be constructed above a minimum of 12-inches of structural fill. However, the thickness of structural fill may need to be increased if different materials are encountered at the bottom of foundation elevation. I Due to the presence of oversized particles, the native soils are not suitable for reuse as structural fill. Imported structural fill should consist of a granular, non-expansive, non-free draining material approved by HBET. For spread footing foundations, the footing areas may be trenched. However, for monolithic slab foundations, the structural fill should extend across the entire building pad area to a depth of 12- inches below the turndown edges. Structural fill should extend laterally beyond the edges of the foundations a distance equal to the thickness of structural fill for both foundation types. Prior to placement of structural fill, it is recommended that the bottom of the foundation excavation be moisture conditioned and proofrolled to HBET’s satisfaction. Structural fill should be moisture conditioned, placed in maximum 8-inch loose lifts, and compacted to a minimum of 95% of the standard Proctor maximum dry density for fine grained soils and 90% of the modified Proctor maximum dry density for coarse grained soils, within ±2% of the optimum moisture content as determined in accordance with ASTM D698 and D1557, respectively. Structural fill should be extended to within 0.1-feet of the bottom of the foundation. No more than 0.1-feet of gravel should be placed below the footings or turndown edge as a leveling course. For structural fill consisting of imported granular materials, and foundation building pad preparation as recommended, a maximum allowable bearing capacity of 2,000 psf may be used. In addition, a modulus of subgrade reaction of 200 pci may be used for suitable imported structural fill. Foundations subject to frost should be at least 36 inches below the finished grade. Water soluble sulfates are common to the soils in Western Colorado. Therefore, at a minimum, Type I-II sulfate resistant cement is recommended for construction at this site. Any stemwalls or retaining walls should be designed to resist lateral earth pressures. For backfill consisting of the native soils or imported granular, non-free draining, non-expansive material, we recommend that the walls be designed for an equivalent active fluid unit weight of 45 pcf in areas where no surcharge loads are present. An at-rest equivalent fluid unit weight of 65 pcf is recommended for braced walls. Lateral earth pressures should be increased as necessary to reflect any surcharge loading behind the walls. Non-Structural Floor Slab and Exterior Flatwork Recommendations In order to limit the potential for excessive differential movements of slabs-on-grade it is recommended that non-structural floating floor slabs be constructed above a minimum of 18- inches of structural fill with subgrade preparation and fill placement in accordance with the Foundation Recommendations section of this report. It is recommended that exterior flatwork be constructed above a minimum of 12-inches of structural fill. Parcel 217902400549 #02375-0001 12/16/21 Z:\2008 ALL PROJECTS\02375 - Kay Crook\02375-0001 Parcel 217902400549\200 - Geo\02375-0001 LR121621.doc 3 Drainage Recommendations Grading and drainage are critical to the long-term performance of the structure. Grading around the structure should be designed to carry precipitation and runoff away from the structure. It is recommended that the finished ground surface drop at least twelve inches within the first ten feet away from the structure. It is also recommended that landscaping within five feet of the structure include primarily desert plants with low water requirements. In addition, it is recommended that automatic irrigation, including drip lines, within ten feet of foundations be minimized. HBET recommends that surface downspout extensions be used which discharge a minimum of 15 feet from the structure or beyond the backfill zone, whichever is greater. However, if subsurface downspout drains are utilized, they should be carefully constructed of solid-wall PVC and should daylight a minimum of 15 feet from the structure. In addition, an impermeable membrane is recommended below subsurface downspout drains. Dry wells should not be used. Onsite Wastewater Treatment System Feasibility In order to evaluate the site soils for onsite wastewater treatment, percolation testing was conducted at the site in accordance with Garfield County regulations. The percolation rate in the native soils ranged from 10 to 13 minutes-per-inch. The percolation testing data are included in Appendix B. In accordance with Garfield County regulations, a percolation rate of between 5 to 60 minutes- per-inch is required for soils to be deemed suitable for onsite wastewater treatment. Therefore, based upon the results of the percolation testing, HBET believes that the native soils are suitable for onsite wastewater treatment. However, HBET was only able to evaluate the soils to a depth of 2.5 feet. It will be necessary for additional test pit excavation using a large excavator in order to further evaluate the soils at depth. In addition, deeper excavation will be necessary to evaluate whether or not groundwater is present in the shallow subsurface. General Notes The recommendations included above are based upon the results of the subsurface investigation and on our local experience. These conclusions and recommendations are valid only for the proposed construction. As discussed previously, the subsurface conditions encountered in the test pits were fairly consistent. However, the precise nature and extent of subsurface variability may not become evident until construction. In addition, the depth of exploration was limited due to the presence of large particles. As discussed previously, it is recommended that HBET evaluate the subgrade conditions during construction using a larger excavator. In addition, the builder and any subcontractors working on the project should be provided a copy of this report and informed of the issues associated with the presence of moisture sensitive subgrade materials at this site. Parcel 217902400549 #02375-0001 12/16/21 Z:\2008 ALL PROJECTS\02375 - Kay Crook\02375-0001 Parcel 217902400549\200 - Geo\02375-0001 LR121621.doc 4 It is important to note that the recommendations herein are intended to reduce the risk of structural movement and/or damage, to varying degrees, associated with volume change of the native soils. However, HBET cannot predict long-term changes in subsurface moisture conditions and/or the precise magnitude or extent of volume change in the native soils. Where significant increases in subsurface moisture occur due to poor grading, improper stormwater management, utility line failure, excess irrigation, or other cause, either during construction or the result of actions of the property owner, several inches of movement are possible. In addition, any failure to comply with the recommendations in this report releases Huddleston- Berry Engineering & Testing, LLC of any liability with regard to the structure performance. We are pleased to be of service to your project. Please contact us if you have any questions or comments regarding the contents of this report. Respectfully Submitted: Huddleston-Berry Engineering and Testing, LLC Michael A. Berry, P.E. Vice President of Engineering 12/16/21 FIGURES 971 ft 364 ft APPENDIX A Typed Test Pit Logs Silty Sand with Organics (TOPSOIL) COBBLES and BOULDERS in a Silty SAND matrix (bldrcbbl), tan, moist, very dense **Refusal due to Boulders at 2.5 Feet Bottom of test pit at 2.5 feet. NOTES GROUND ELEVATION LOGGED BY SD EXCAVATION METHOD Trackh/Backhoe AT TIME OF EXCAVATION dry AT END OF EXCAVATION dry AFTER EXCAVATION --- TEST PIT SIZE EXCAVATION CONTRACTOR Hi-River GROUND WATER LEVELS: CHECKED BY MAB DATE STARTED 10/15/21 COMPLETED 10/15/21 DEPTH(ft)0 1 2 GRAPHICLOGATTERBERG LIMITS MATERIAL DESCRIPTION SAMPLE TYPENUMBERFINES CONTENT(%)RECOVERY %(RQD)BLOWCOUNTS(N VALUE)POCKET PEN.(tsf)DRY UNIT WT.(pcf)MOISTURECONTENT (%)LIQUIDLIMITPLASTICLIMITPLASTICITYINDEXPLASTICITYINDEXPAGE 1 OF 1 TEST PIT NUMBER TP-1 CLIENT Kay Crook PROJECT NUMBER 02375-0001 PROJECT NAME Parcel 217902400549 PROJECT LOCATION Silt, CO GEOTECH BH COLUMNS 02375-0001 PARCEL 217902400549.GPJ GINT US LAB.GDT 12/15/21Huddleston-Berry Engineering & Testing, LLC 2789 Riverside Parkway Grand Junction, CO 81501 970-255-8005 Silty Sand with Organics (TOPSOIL) BOULDERS and COBBLES in a Silty SAND matrix (bdlrcbbl), tan, moist, very dense **Refusal Due to Boulders at 1.0 Foot Bottom of test pit at 1.0 feet. NOTES GROUND ELEVATION LOGGED BY SD EXCAVATION METHOD Trackh/Backhoe AT TIME OF EXCAVATION dry AT END OF EXCAVATION dry AFTER EXCAVATION --- TEST PIT SIZE EXCAVATION CONTRACTOR Hi-River GROUND WATER LEVELS: CHECKED BY MAB DATE STARTED 10/15/21 COMPLETED 10/15/21 DEPTH(ft)0 1 GRAPHICLOGATTERBERG LIMITS MATERIAL DESCRIPTION SAMPLE TYPENUMBERFINES CONTENT(%)RECOVERY %(RQD)BLOWCOUNTS(N VALUE)POCKET PEN.(tsf)DRY UNIT WT.(pcf)MOISTURECONTENT (%)LIQUIDLIMITPLASTICLIMITPLASTICITYINDEXPLASTICITYINDEXPAGE 1 OF 1 TEST PIT NUMBER TP-2 CLIENT Kay Crook PROJECT NUMBER 02375-0001 PROJECT NAME Parcel 217902400549 PROJECT LOCATION Silt, CO GEOTECH BH COLUMNS 02375-0001 PARCEL 217902400549.GPJ GINT US LAB.GDT 12/15/21Huddleston-Berry Engineering & Testing, LLC 2789 Riverside Parkway Grand Junction, CO 81501 970-255-8005 APPENDIX B Percolation Testing Results