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HomeMy WebLinkAbout1.00 ApplicationCommunity Development Department 108 8 th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www. arfi Id -coun t .com TYPE OF SUBDIVISION/EXEMPTION [Z] Minor Subdivision D Major Subdivision D Sketch O Preliminary O inal D Conservation Subdivision D Yield □Ske tc h O PreliminaryOFina1 ~ D Time Extension -• INVOLVED PARTIES DIVISIONS OF LAND APPLICAT ION FORM D Preliminary Plan Amendment D Final Plat Amendment D Common Interest Community Subdivision D Public/County Road Split Exemption D Rural La~De~e ~pment Exen ~1;ti ~-n - D Basic Correction Exem ption __ Owner/Applicant o?n / 1 Name: Betty Collins Phone: (~_618-4682 Mailing Address: _5_3_8_0_C_R_2_3_3 _____________________ _ City: Rifle State: CO Zip Code: _8_1_6_5_0 ____ _ E-mail: betty@cs-steelinc.com Representative (Authorization Required) Name: ___________________ Phone:(._ _ _, ______ _ j Mailing Address: __________________________ _ City: _______________ State: ___ Zip Code: _______ _ E-mail: ______________________________ _ PROJECT NAME AND LOCATION Project Name: Split parcel into 2 lots I Assessor's Parcel Number: ____ -___ -__ -__ _ Physical/StreetAddress: 5352 and 5380 CR 233 Rifle, Co . 81650 Legal Description: s ;\;,t;ached ,._,;('c-l1/h 1 I , TiJtv•"lsJ,, A ~l R1tr1c;t. rr~ ,R.. 1 '1 /ols -•~ 17 Zone District: Rural -------------Property Size (acres): _S_. 3_4-'-L..r ___ _ Project Description 1 Existing Use: two resi dential homes and pasture '------------------------------------- Proposed Use (From Use Table 3-403): _2_re_s_ide_n_tia_l _ho_m_es_a_n_d _pa_s1_ur_e ______________ _ 1 Description of Project : split parcel into 2 acres and 3.32 acres for existing homes Prop osed Development Area _ - Land Use Type # of lots # of Units -t--- Acreage Parking S_!!Jglf!: F~_mily_ ___ 2 2 __ -t;_-1 ___ ,J:'> 2.. --- Duplex Multi-Family Commercial Industrial Open Space Other I Total ------- REQUl:ST FOR WAIVERS Submission Requirements □ The Applicant requestin g a iver of Sub is sion Requirements per Section 4-202. List: Section: f-4>03 , a M Section : s/s.4ced ull t;1,Cffn'l/lnl: ..-4/. £13 ,/fl ,J.,b,5,b Section: 1i1-J ,Ot"OY-f,n ea/:s Section :~ · ,1 .✓-· ---,, 'f -;,?03_ t.../-~ 03 ~ 1-· -- Waiver of Standards 1 Dr'The Applicant is requestin~ a Waiver of Standards per Section 4-118. List: Section: lh1r-e~ 4ac/ea 11 -'1 ,; tr; 1 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. ~gnature ottyert y Owner '- OFFICIAL USE ONLY I File Number: _______ _ Date r I Fee Paid:$ ___________ _ 03/08/2021 Garfield County Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: Narrative for 5352 County Road 233, Rifle – Minor Subdivision To Whom It May Concern: Applicant proposes to split this 5.32-acre, rural zoned property into 2 lots. The property hosts two existing houses, one approved as an ADU in 2006, the other built in 2009. The two houses are served by a shared well with a more than adequate water storage system and each has its own OWTS. I have been in touch with Dwight Whitehead at the Division of Water Resources and Janet at West Divide Water Conservatory and it is agreed that the current well permits provide for the proposed property split. The well permit and water contracts are included in this submittal. This parcel does conform to the dimensional requirements in Section 7-107 of the LUDC per the attached engineer’s assessment from Deric Walters. The plat with necessary Certificates and info as described in Section 5-402 F is attached for signature. The names of all adjacent surface and mineral owners are included. A title commitment for the subject property is also included and ensures that all easements and encumbrances identified in the commitment are accurately shown on the plat. There are no covenants at this time. If you have any questions feel free to contact me at 970-618-4682. Respectfully Submitted, Betty J Collins Date: Proj #: File: Scale:923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 1"= 2,000' Garfield County, Colorado vicinity-map.dwg 5380 CR#233, Silt, CO20016 Betty Collins Vicinity Map 8/3/20 NORTHTo Rifle SITE Interst at e 7 0 To Silt CR#233 Colorado River 09/08/2021 Garfield County Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: Submission and Waiver of standards requests for 5380 County Road 233, Silt – Minor Subdivision To : Vince Hooper Submission Requests Applicant requests a submission waiver from : 1. providing a shared well agreement per section 4-203.M.1.b.5.b , to be conducted as a condition of approval as it would warrant unneeded expense for unusable documents if the subdivision is not granted by the county 2. The Applicant requests that all water quality and quantity tests required per Section 4-203(m) (1) (b) (5) a, be conducted as a condition of approval. 3. The Applicant requests a waiver from submittal of an Improvements Agreement, per 4-203.K and 4-203.j, of the LUDC as no improvements are being requested. Applicant requests Waiver of standards - 4. The Applicant requests a variance or waiver of standards from having to widen the existing driveway from 10 feet to -12 feet , per section 7-107 of the LUDC , as we are getting along just fine with it’s current dimensions and have no personal requirement for it to be any wider. Widening it would create an unnecessary financial burden upon the owner. Perhaps if improvements are contemplated in the future, widening may become a necessity, but there is no need for it now. ---If this is granted then the hope would be that this also would preclude any possible discussed requirement for providing a formal drawn up easement agreement for the existing 2nd driveway to the primary residence and for the neighbors to the south, to be conducted as a condition of approval as it would warrant unneeded expense for unnecessary documents if the subdivision is not granted by the county. If you have any questions feel free to contact me at 970-618-4682. Respectfully Submitted, Betty J Collins, Landowner c6 Garfield County PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT") f3eify :; ______________________________ agree as follows : 1. The Applicant has submitted to the County an application for the following Project: __ _ £ix T± ·foo M,no< :Subel,'Jisti".L 2. The Applicant understands and agrees that Garfield County Resolution No. 2014-60, as amended, establishes a fee schedule for each type application, and the guidelines for the administration of the fee structure. 3. The Applicant and the County agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. The Applicant agrees to make payment of the Base Fee, established for the Project, and to thereafter permit additional costs to be billed to the Applicant. The Applicant agrees to make additional payments upon notification by the County, when they are necessary, as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional County staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, the Applicant shall pay additional billings to the County to reimburse the County for the processing of the Project. The Applicant acknowledges that all billing shall be paid prior to the final consideration by the County of any Land Use Change or Division of Land. I hereby agree to pay all fees related to this application: Billing Contact Person: ~*'=f J G I \1'1'\ ') Phone: ~)(.c 18-t/tr; 82 Billing Contact Address : ~ Q , Bo)( l O l 1 City:--~-----'· '___,_\_t-_____________ State: U Zip Code: 8 { /.ii 5'2-. Billing Contact Email: _ __,.,b"""e'--~~1-j\-La'---'Co .... · ......... \ .... I ,..:..,n. .... sL......>Q __ V\-"-=--o+,__,m--'----'---Oa...C..C,·---'-, '--' _(.._..o'-'-vYL--=---==--------- Printed Name of Person Authorized to Sign : _13 ........ -e ......... H..,_,_,,.y_5 __ G=-_l,;_(_,_, '-=--11.'=5.,..__ _________ _ 3/ib/a I r (Date) COLORADO GEOLOGICAL SURVEY SUBMITTAL FORM FOR LAND-USE REVIEWS County _b_a_r-ti_"e,_[_o/_------:-----Date Project Name _....:L©~.!:..1. :..;.I 1¥'6~~=--_.:;:=~::::..:..J......:.....:.....::a!....!1...J.(-'-[n.<.+-------- APPLICANT (or Applicant's Authorized Representative responsible for paying CGS-review fee) Name __ l:S_e_~-'¥-t,_G __ //_,y_tS _______ _ I Address ----'=3=~-0 __ C=--f2_--i3__,___,.'3.,__'3""' _________ _ rZi.fl-e (OJ BL v,;)-v I I I I 14, 12, or 14 14 ___ _ Section(s) ___ _ To w ns hip ___ _ Range ____ _ Dec Lat ___ _ Dec Long ___ _ FEE SCHEDULE (effective June 1, 2009) Reviews for Counties Small Subdiv ision (> 3 dwellings and < 100 acres) ...............................•......... $9 50 Large Subdivision(~ 100 acres and< 500 acres) ....................................... $1,550 Very Large Subdivision (500 acres or more) ............................................... $2,500 Very small residential subdivisions (1 -3 dwellings and< 100 acres) ................... $600 Reviews for Municipalities ......................................... At hourly rate of reviewer Special Reviews ....................................................... At hourly rate of re vie wer School Site Reviews ......................................................... $8 55 CGS LAND USE REVIEWS Geological studies are required by Colorado counties for all subdivisions of unincorpo- rated land into parcels of less than 35 acres, under State statute C.R.S . 30-28-136 (1) (i) (Senate Bill 35, 1972). Some Colorado municipalities require geological studies for sub- division of incorporated land. In addition, local governments are empowered to regu- late development activities in hazardous or mineral-resource areas under C.R.S. 24-65.1- 101 et seq. (House Bill 1041, 1974) and C.R.S. 34-1-301 et seq. (House Bill 1529, 1973), respectively. Local-government agencies submit proposed subdivision applications and supporting technical reports to the Colorado Geological Survey " ... for evaluation of those geologic factors which would have significant impact on the proposed use of the land," in accor- dance with State statutes. The CGS reviews the submitted documents and serves as a technical advisor to local-government planning agencies during the planning process. Since 1984, the CGS has been required by law to recover the full direct cost of perform- ing such reviews. The adequate knowledge of a site's geology is essential for any development project. It is needed at the start of the project in order to plan, design, and construct a safe devel- opment. Proper planning for geological conditions can help developers and future owners/users reduce unnecessary maintenance and/or repair costs. Colorado Geological Survey • 1500 Illinois Slreel, Golden, CO 80401 • Ph: 303-384-2655 • Email : CGS_LUR@mlnes.edu • ColoradoGeologlcalSurvey.org creeled 3116/98, revised 11/21/2013 Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com PRE-APPLICATION CONFERENCE SUMMARY DATE: February 21, 2020 Updated February 12, 2021 TAX PARCEL NUMBER: 2179-052-00-359 OWNER: Betty Collins REPRESENTATIVE: None PRACTICAL LOCATION: 5380 County Road 233, Rifle, CO 81650 TYPE OF APPLICATION: Minor Subdivision ZONING: Rural SIZE: 5.35 acres I. GENERAL PROJECT DESCRIPTION February 12, 2021 Update: The applicant met with Staff to update the pre-application conference summary. No updates to the Land Use and Development Code that would affect the Subdivision application were noted. The applicant is proposing a minor subdivision to split the 5.35 acre property into two lots. The site is zoned Rural. The applicant should note that the minimum lot size in the Rural zone district is 2-acres. The property is currently improved with an existing single -family residence and accessory dwelling unit, which are both served by a shared well and OWTS (on-site wastewater treatment system). The applicant is proposing to serve the new lot with a shared well and separate OWTS. The Subdivision requires a demonstration of legal and adequate water for both of the proposed parcels, Staff encourages the applicant to discuss the subdivision with the Division of Water Resources (DWR) (Contact Dwight Whitehead at the DWR at 970 -945-5665 ext. 5011) prior to submitting an application for subdivision with the County. In addition, a water quality test and well production test will need to be conducted prior to application submittal in accordance with Section 4-203(M)(1)(b)(5). The applicant may request that water quality and quantity tests be conducted as conditions of approval. All conditions of approval must be completed within 90 days of approval. The subdivision cannot be finalized until all necessary conditions of approval are satisfied. Both the existing parcel and the proposed new parcel have existing access. The primary home is accessed by a driveway off of County Road 233, while the proposed new parcel and ADU has existing access directly off of County Road 233. The Applicant will need to demonstrate evidence of existing legal access through an easement on adjacent properties or a driveway access from County Road 233. All driveways and access roads need to conform to the dimensional requirements in Section 7 -107 of the LUDC. The applicant will need to create a plat for the subdivision. The applicant’s Surveyors should insert Certificates as prescribed by the County for the necessary signatures. The plat will need to include all information as described in Section 5 -402(F), including the name and addresses of the surface owners and mineral estate. The applicant will also need to submit a title commitment for the subject property and ensure that the plat states that all easements and encumbrances identified in the commitment are accurately shown on the plat. Proof of ownership is required to process the application. The property owner, per County assessor records, will need to sign the application or provide a letter of authorization for anyone else who will be working on the Application. II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS • Garfield County Comprehensive Plan 2030 as amended • Garfield County Land Use and Development Code as amended o Section 5-301 – Minor Subdivision Review o Table 5-103 Common Review Procedures and Required Notice o Section 5-401 and Table 5-401 Submittal Requirements including preliminary engineering reports. o Section 5-402 Description of Submittal Requirements including Final Plat o Section 4-101 Common Review Procedures o Section 4-103 Administrative Review including Public Notice o Article 7, Divisions 1, 2, 3, and 4 as applicable III. SUBMITTAL REQUIREMENTS As a convenience, a summary of the submittal requirements for a Minor Subdivision Application is outlined below. These items are fully described as referenced in Table 5 -401 of the Land Use and Development Code.  General Application Materials o Signed Application Form o Signed Payment Agreement Form and application fees o Proof of Ownership including the deed and updated Title Commitments for all properties and any information on lien holders  A narrative describing the request and related information.  The Application shall demonstrate that it meets the Review Criteria requi rements set forth in Section 5-301 (section attached).  List of mineral rights owners for the subject property, demonstrated through a search of Clerk and Recorders database and/or Assessor database (memo attached).  Names and mailing addresses of property owners within 200 ft. of the subject property.  Vicinity Map.  The Proposed Minor Subdivision Plat showing the proposed lot lines, all easements and required certificates. Final Plat will need to meet the standards in Section 5-402(F) and all required certificates.  Site Plan and related information (some may be shown on the proposed plat) including topography, existing improvements, infrastructure, irrigation ditches, and significant features. The site plan should include information on location of improvements on the property adequate to confirm that no nonconforming conditions will result from the proposed subdivision.  Water Supply Plan needs to include details on legal water (well permit and/or draft contracts with Water Conservation District), well production tests and water quality tests. A waiver may be requested to complete the water production and quality tests as a condition of approval (completed upon approval).  Demonstration from a qualified professional that both of the existing OWTS are functioning and are adequate to serve the properties.  A waiver request from submittal of an Improvements Agreement , with reference to section 4-202.C of the LUDC.  Copies of any covenants affecting the property need to be provided, if applicable.  Information as applicable to demonstrate compliance with provisions of Article 7 Standards. The Application should include representation or statement that the subdivision will comply with all applicable Article 7 topics.  Provide a demonstration from a qualified professional that the existing access meets Roadway requirements as detailed in Article 7-107 of the Land Use Code.  Form and payment for the Colorado Geological Survey (CGS) review. The payment check for this referral should be made out to the Colorado Geological Survey (form attached).  Engineering Reports, as applicable per Table 5 -401, Minor Subdivision, A) Roads, Trails, Walkways, and Bikeways, C) Sewage Collection and Water Supply and Distribution System, E) Groundwater Drainage, and H) Preliminary Cost Estimates for Improvements.  A copy of this pre-application conference summary. The Application submittal needs to include 3 hard copies of the entire Application and 1 digital PDF copy of the entire Application (on a CD or USB Memory Stick). Both the paper and digital copies should be split into individual sections. Please refer to this pre-application summary for submittal requirements, listed above, that are appropriate for your Application. IV. REVIEW PROCESS The review process shall follow the steps contained in Table 5-103 and Section 4-103 for an Amended Final Plat and Administrative Review summarized as follows: Public Hearing(s): _X No Public Hearing (Directors Decision with notice per code) ___ Planning Commission ___ Board of County Commissioners ___ Board of Adjustment Referral Agencies: May include but is not limited to: Garfield County Surveyor, Garfield County Attorney, Garfield County Building Department, Garfield County Road and Bridge, Colorado Geological Survey, Colorado Parks and Wildlife, Division of Water Resources, Garfield County Environmental Health, Garfield County Vegetation Management, affected utility providers and holders of easements on the property. V. APPLICATION REVIEW FEES Planning Review Fees: $400 Referral Agency Fees: $ TBD ($600 Colorado Geological Survey, separate check - others To Be Determined) Total Deposit: $400 (additional hours are billed at hourly rate of $40.50) Disclaimer 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 and is valid for period of 6 months. Pre-application Summary Prepared by: ______________________________ February 12, 2021 Patrick Waller, Senior Planner Date Page 1 Fix It Too Subdivision BUI#20016.01 Minor Subdivision Application October 9, 2020 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. 7-101. Zone District Use Regulations: The proposed application complies with the current zoning, Rural. 7-102. Comprehensive Plan and Intergovernmental Agreements: The property is not located in either the Town of Silt or City of Rifle growth boundaries. The proposed application is in general conformance with the Garfield County Comprehensive Plan land use designation Residential Medium High (RMH). No known intergovernmental agreements are affected. 7-103. Compatibility: The proposed application does not propose to alter the existing land use and is therefore compatible in nature, scale and intensity to the adjacent land uses. The site is bordered by County Road #233 to the north; a rural residential single-family property to the south, and rural agricultural farm land properties to the east and west. 7-104. Source of Water: The water source will be provided by an existing well. Please see the submitted Water Supply & Distribution Plan. 7-105. Central Water Distribution and Wastewater Systems: Water distribution will be provided by the existing well & distribution system. Please see the submitted Water Supply & Distribution Plan. Wastewater will be treated by the existing onsite wastewater treatment systems. Please see the submitted Wastewater Management & Systems Plan. 7-106. Public Utilities: Public utilities are already extended to this property to serve the existing structures. Easements have been added to the submitted Plat. 7-107. Access and Roadways: The existing access has been permitted with Garfield County Road & Bridge and will be widened to 12’ for compliance with LUDC Table 7-107. Please see the submitted Traffic Study. 7-108. Use of Land Subject to Natural Hazards: According to the Garfield County FEMA Floodplain Mapping database, the Colorado River Floodplain is not in a designated floodplain zone. Please see the submitted Grading & Drainage Plan. The property is not subject to any other identified natural and geologic hazards. Page 2 7-109. Fire Protection: The property is located in Colorado River Fire Rescue District. No on-site fire protection storage is proposed. 7-201. Agricultural Lands: The property is already developed. The proposed application will not result in a measurable impact to any agricultural operations, domestic animal controls, fences, roads, ditches, drainages or the water quality of any remaining local agricultural lands in the region. 7-202. Wildlife Habitat Areas: The property is already developed. The proposed application will not result in a measurable impact to wildlife. 7-203. Protection of Waterbodies: The property is not located within applicable setbacks of the nearest body of water, the Colorado River. The proposed application will not further impact existing drainage patterns. Please see the submitted Grading & Drainage Plan. 7-204. Drainage and Erosion: Please see the submitted Grading & Drainage Plan. 7-205. Environmental Quality: The property is already developed. The proposed application will not further 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 property is already developed. The proposed application will not result in the need for reclamation. 7-301. Compatible Design: Please see the previously discussed 7-103. 7-302. Off-Street Parking Required: The property is already developed and each lot contains more than adequate area for offsite parking. 7-303. Landscape Standards: The property is already developed and the proposed application does not propose any additional landscaping. 7-304. Lighting Standards: The property is already developed and the proposed application does not propose any additional lighting. 7-305. Snow Storage: Page 3 The property is already developed and each lot contains more than adequate area for snow storage. 7-306. Trails and Walkway Standards: County Road #233 does not contain any existing sidewalks or trails to improve or extend onto or across this property. 7-401. General Subdivision Standards: Protective Covenants are not proposed with the proposed division on land. Maintenance of the access drive and water supply/distribution system will be managed through a maintenance agreement between the property owners of the two proposed lots. 7-402. Subdivision Lots: Proposed Lots 1 & 2 are 3.180 & 2.169 Acres respective and neither lot is impacted by a known potential hazard. 7-403. Survey Monuments: Permanent survey monuments will be set prior to sale of lots and monument boxes will be used for monuments located in the access drive. 7-404. School Land Dedication: The property is in the RE-2 School District. If required, payment is lieu for school land dedication is proposed for this application. 7-405. Road Impact Fees. The property is already developed with a single-family residence and an ADU. Any future development on an individual lot will be required to pay applicable road impact fees at the time of building permit applications. The property is located in the North Benefit District. - 923 CooRer; Av enue, Ste. 201 I Glenwood Springs, CO 81601 I 970.945.5252 I www.bu-inc.com Page 1 Fix It Too Subdivision BUI#20016.01 Minor Subdivision Application October 9, 2020, Rev. March 12, 2021 Grading & Drainage Plan The Drainage Plan is provided in accordance with Article IV Section 4 -203.E of the Garfield County Unified Land Use and Development Code and follows the outline provided therein. E1. Site Map: The purpose of this document is to provide a basic engineered analysis for grading and drainage on the proposed Collins Subdivision in Garfield County, Colorado. The 5.35 Ac. property is owned by Betty J Collins and was previously developed with single-family home and an ADU. The property is currently accessed from County Road #233. The Applicant proposes to subdivide the property into two lots, one for the single-family home and one for the ADU. The Colorado River flows east to west approximately 1.1 miles south of the property. The property does not contain any wa terbodies, hydrologic features, intermittent water features or wetlands that might be adversely impacted by the proposed division of land. According to the Garfield County FEMA Floodplain Mapping database, the site was located and does not fall in the Colorado River Floodplain. Please see the attached Site Plan (Sheet C.1) for existing conditions and the proposed lot configuration. E2. Drainage Structures: Existing drainage structures include roadside ditches and site swales. Since the property is already developed, no additional storm water facilities are necessary for the proposed division of land. The shared gravel access drive along the east property boundary may need to be widened from 10’ to 12’ (barring an approved Variance Request), but the minor amount of additional runoff can be infiltrated and/or filtered by the adjacent agricultural fields and grasses. E3. Topography: In general, The site slopes from northwest to southeast at 4%-8%. 2-foot contours are represented on Sheet C.1. E4. Grading Plan: As discussed, the property is already developed and the shared gravel driveway along the east property boundary will need to be widened unless a variance is granted. Please see the attached Site Plan. E5. Soil Stockpile and Snow Storage Area: As discussed, the property is already developed and no significant subdivision improvements are proposed with this division of land which would require soil stockpiles. Snow storage currently exists along the edges of the driveway and is anticipated to be the same for any future development which might occur. E6. Drainage Plan: The property is already developed . The shared gravel access drive along the east property boundary may need to be widened from 10’ to 12’ (barring an approved Variance Request), but the minor amount of additional runoff can be infiltrated and/or filtered by the adjacent agricultural fields and grasses. Civil Engineering Surveying & <Beyona :\).~dar;e u nlim' 1 : c,,_--l~,jj, \ft,\,...,, ,I. 923 (OO P.e ~~venue, St ~.:,?0,1 I Glenwood Spring s, co 81601 I 970.945 .5252 I www.bu-inc.com ._... \\ '· f::"1h~~:.; JJI Page 2 E7. Equipme nt Storage: The property is already developed with various material and vehicle storage area s. No additional equipment storage is proposed with this division of land. E8. Temporary Roads: No temporary roads are proposed with this application . E9. Areas of Steep Slope: No steep slopes exist on the property that would preclude a division of land. E10. Construction Schedule: A Variance Request will be needed to maintain the existing shared driveway access width. If a variance is not granted, then the widened driveway will be constructed prior to approval of the Final Plat. The amount of construction is minimal and should late le ss than a week to complete. E11. Permanent Stabilization: The minor widening of the access drive will not require any permanent stabilization. E12. Erosion Control Measures: The minor widening of the access drive will not require any erosion control measures. E13. Estimated Cost: Widening the access drive, which will require approximately 26.5 CY of roadbase and minor earthwork. Therefore, the estimated cost of construction is $5,000.00. E14. Calculations: The proposed subdivision is will not affect the existing flow of storm water on the site. Therefore, no calculations to the affect of this project are needed. E15. Neighboring Areas: The site is bordered by County Road #233 to the north; a rural residential single-family property to the south, and rural agricultural farm land properties to the east and west. E16. Stormwater Management: Under the existing condition, runoff sheet/shallow flows southeast across the site from northwest to southeast where it continues to flow through the property to the south. Any excess runoff will fall along the historical patterns as it always has. E17. Stormwater Management Plan: The proposed division of land does not require an application with the CDPHE. E18. Reclamation, Revegetation and Soil Plan: As discussed, the property is already developed and no significant improvements are proposed with this division of land. Therefore, no reclamation, revegetation or soil plan is necessary. E19. Hydraulic Calculation: The proposed division of land does not contain any new channels or pipelines which would require hydraulic calculations. -· ·x"~,;"',. "f ,, 923 CooRe~'tive'riue;'Ste:,1 ~~\ ... ,I . Glenwood Springs, co 81601 I 970.945.5252 I www.bu-inc.com •~jj,i~~ <a• " Page 3 E20. Maintenance Requirements: As discussed, the property is already developed and no additional subdivision improvements are proposed with this division of land. Therefore, no maintenance requirements are required beyond what is typical for a rural commercial property. E21. Spill Prevention Control and Countermeasures Plan: No additional fuel and/or hazardous liquid storages are not proposed on the site. E22. Additional Information or Detail: None. E22. Signatures: Prepared by: Deric J. Walter, PE Boundaries Unlimited Inc. Acknowledged by: Betty Collins Owner/Applicant Attachments • Sheet C.1 – Site Plan Page 1 of 3 Collins Minor Subdivision BUI#20016.01 Minor Subdivision Application August 6, 2021 Basic Traffic Analysis and Support for a Waiver Under Policy 01-14 The purpose of this document is to provide a basic engineered analysis for traffic generated from the proposed Collins Minor Subdivision in Garfield County, Colorado and provide supporting information for a waiver of requirements under Policy 01-14. The property is owned by Betty Collins and was previously developed with a single-family home (5380 CR#233) and an ADU (5352 CR#233). The property is currently accessed from County Road #233 under Garfield County Driveway Permit No. GRB20-D-12 and has received the attached Driveway Exemptions from Garfield County Road & Bridge for each existing driveway. The Applicant now proposes to subdivide the property into two lots, one for each residence. The following Exhibit-1 provides an aerial view of the roadway and access intersections. No additional accesses are proposed for this subdivision. Exhibit 1 (Site & Existing Roadways) Page 2 of 3 Based on field measurements, County Road #233 has a paved width of approximately 23.5’ with 2’ gravel shoulders. The posted speed limit on County Road #233 is 35 mph and there are no existing sidewalks or public trails. Existing and Proposed traffic trip generation has been estimated using the Institute of Traffic Engineers (ITE) Manual, 10th Edition as follows: Weekday AM Peak Hour PM Peak Hour Weekday AM Peak Hour PM Peak Hour Single Family Homes (210)9.44 0.76 0.99 2 18.88 1.52 1.98 Total:18.88 1.52 1.98 Weekday AM Peak Hour PM Peak Hour Weekday AM Peak Hour PM Peak Hour Single Family Homes (210)9.44 0.76 0.99 2 18.88 1.52 1.98 Total:18.88 1.52 1.98 0.00 0.00 0.00 *Based on Institute of Traffic Engineers (ITE) Trip Generation Manual, 10th ed. Total Generated Trips Existing Conditions Proposed Conditions # Units Description/ITE Code *ITE Vehicle Trip Generation Rates # Units Total Generated Trips Description/ITE Code *ITE Vehicle Trip Generation Rates Trip Increase Table 1, Trip Generation Estimates Based on information provided by Garfield County Road & Bridge, the 2019 average daily vehicle traffic (ADT) for County Road #233 (Silt Mesa Road) is 990 trips. Given that no traffic increase is proposed compared to the existing conditions (a single-family home already exists on each of the proposed lots), no improvements appear to be warranted to County Road #233. The existing driveway along the east property boundary is shared with a single-family residence to the south. Based on the above vehicle trip estimates for two (2) single-family homes, the access is categorized as a Primitive/Driveway according to LUDC Table 7-107 “Roadway Standards” which would require a 15’ to 30’ wide ROW, 12’ lane widths, 2% gravel cross slope and a maximum grade of 12%. While the existing driveway is only 10’ to 11’ wide, it has functioned adequately and without issue for several years. It is anticipated to continue to be sufficiently adequate for the proposed Collins Minor Subdivision since the subdivision will not produce any additional traffic. The existing geometric alignment is in compliance with LUDC Table 7-107, the drive is situated within an existing easement (RN#316532) and the drive does not contains safety or structural issues. The access has historically been maintained through a verbal agreement between the Applicant and the neighbor, but the Applicant will attempt to obtain a written agreement through this subdivision process. Page 3 of 3 The following directly addresses LUDC Section 7-107 A-E: • 7-107-A: As discussed, all proposed lots already have legal and physical access to a public right-of-way as permitted with Garfield County. • 7-017-B: As discussed, all proposed lots have separate and safe accesses which have been permitted with Garfield County. • 7-107-C: As discussed, the existing shared access drive has functioned adequately and without issue for several years. It is anticipated to continue to be sufficiently adequate for the proposed Collins Minor Subdivision since the subdivision will not produce any additional traffic. • 7-107-D: As discussed, the shared driveway along the east boundary is contained within an existing easement as documented on the proposed subdivision plat. • 7-107-E: As discussed, the proposed subdivision does not increase the number of vehicle trips per day. It will also not produce any hauling, truck traffic or equipment use that would warrant mitigation. If you have any questions or need additional information, please feel free to contact me at 970.945.5252. Sincerely, BOUNDARIES UNLIMITED INC. Deric J. Walter, PE Date 3/15/2021 To whom it may concern Property Owner: Betty Collins______________________________ Address; 5352 county rd. 233 __________________________________________________________ __________________________________________________________ ________________________ The above address is exempt from needing a Driveway Permit from Garfield County Road & Bridge. _ The driveway will not directly access a County maintained road. __X__ The driveway meets current County standards. ____ Other; _____________________________________ For any questions please call Dale Stephens Garfield County Road & Bridge 970-625-8601 Road & Bridge Date 3/15/2021 To whom it may concern Property Owner: Betty Collins______________________________ Address; 5380 county rd. 233 __________________________________________________________ __________________________________________________________ ________________________ The above address is exempt from needing a Driveway Permit from Garfield County Road & Bridge. _ The driveway will not directly access a County maintained road. __X__ The driveway meets current County standards. ____ Other; _____________________________________ For any questions please call Dale Stephens Garfield County Road & Bridge 970-625-8601 Road & Bridge Garfield C~unty Application for Ddveway Permit Person Obtaining Permit: Betty Collins Application Date: 8/26/2020 County Road Number: 233 District: Rifle Permit Number: GRB20-D-12 Termination Date: 11/24/2020 Inspector: Wyatt Keesbery hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach (es) on the right-of-way off of County Road, 233, 1,300' +/-East of Miller Lane, located on the~ side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necessary specification detail including: 1. Frontage of lot along road. 2. Distance from centerline of road to property line. 3. Number of driveways requested 4. Width of proposed driveways and angle of approach. 5. Distance from driveway to road intersection, if any. 6. Size and shape of area separating driveways if more than one approach. 7. Setback distance ofbuilding(s) and other structure improvements. 8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision expense. 9. Responsible for two years from the date of completion. General Provisions 1) The applicant represents all parties in interest, and affirms that the driveway approach (es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road right of way. 2) The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s). All work shall be completed within ninety (90) days of the permit date. 3) The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative and all materials used shall be of satisfactory quality and subject to inspection and approval of the Board of County Commissioners or their representative. 4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employee shall be held harmless against any action for personal injury or property damage sustained by any reason of the exercise of the Permit. 5) TI1e Applicant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of the driveway approach (es) even though deposited on the driveway(s) in the course of the County snow removal operations. 6) In the event it becomes necessary to remove any right~of-way fence, the posts on either side of the entrance shall be surely braced before the fence is cut to prevent any slacking of the remaining fence and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the drivcway(s) or its appurtenances on the right-of-way without written pcnnission of the Board of County Commissioners. 8) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. 9) Final inspection of driveway will be required upou completion and must be approved by person issuing permit or representative of person issuing permit. The inspectiou and sign off must be done prior to any CO from the Building aud Planning Department being issued. Special C onditions: 1. Driveway Width-30ft 2. Culvert required? False Size: N/A by N/A 3. Asphalt or concrete pad required? True Size of pad: 30ft Wide x 10ft long x 4in thlck 4. Gravel portion required? False Length: N/A 5. Trees, brush and/or fence need to be removed for visibility? False 6. Distance and Direction:N/A 7. Certified Traffic Control Required? False 8 . Work zone signs required? True In signing this application and upon receiving authorization and permission to install the driveway approach (es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions and agrees to construct the driveway(s) in accordance with the accompanying specification plan reviewed and approved by the Board of County Commissioners. s;gned: &Ey {k:L ·=- Address: 53f3tJ c ;e.. q;?.3 3 ,/;:_//~ {;(). 8/4:,SO I Telephone Number: 9' 7 c) -(e/B -L/&:78 2._ Pennil granted 8/26/2020, subject to the provisions, specifications and conditions stipulated herein. For Board of County Commissioners' of Garfield County, Colorado: ~lc:~j Representative of Garfield County Road and Bri.dge Signature Specifications 1. A driveway approach is understood to be that portion of the county road right-of way between the pavement edge and the property line that is designed and used for the interchange of traffic between the roadway and abutting property. 2. At any intersection, a driveway shall be restricted for a sufficient distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial entrances a minimum of 100 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching or using them will be able to obtain adequate sight distance in both directions along the county road in order to maneuver safely and without interfering with county road traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on or extending over any portion of the county road right-of-way. 5. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than one hundred (100) feet. Additional entrances or exits for parcels having a frontage in excess of one hundred 100) feet shall be permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 7 . No commercial driveway shall have a width greater thrul thirty (30) feet measured at right angles to the centerline of the driveway except as increased by permissible radii. No noncommercial driveway shall have a width greater than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. 8. The axis of an approach to the road may be at a right angle to the centerline of the county road and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The construction of parking or servicing areas on the county road right-of-way is specifically prohibited. Commercial establishments for customer vehicles should provide off-the-road parking facilities. 10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet from the pavement edge. Approach grades are restricted to not more than ten percent (10%). 11. All driveways and approaches shall be so constn1cted that they shall not interfere with the drainage system of the street or county road. The Applicant will be required to provide, at his own expense, drainage structures at entrances and exits, which will become an integral part of the existing drainage system .. The Board of County Commissioners or their representative, prior to installation, must approve the dimensions and types of all drainage strnctures. Note: This permit shall be made availnblc at the site where and when work is being done. A work sketch or drawing of the proposed dl'ivcway(s) must accompany application. No permit will be issued without drawing, bluepl'int, or sketch. Fix It Too Subdivision BUI#20016.01 Minor Subdivision Application October 9, 2020 Water Supply & Distribution Plan This Water Supply & Distribution Plan is provided in accordance with Article 4 Section 4-203.M of the Garfield County Unified Land Use and Development Code and follows the outline provided therein. M1. Water Supply: The two (2) lot subdivision will be served by an existing shared well and not by a water supply entity. a. Not Applicable b. 14 SFE or Fewer: The subdivision will contain two (2) single family residential lots which will be served by the existing well (Collins Well #64910-F, aka Hendricks Well #86807, attached) as augmented by the West Divide Water Conservancy District (WDWCD #SM060720BBC(a), attached). The well has been permitted for ordinary household purposes inside two (2) single family dwellings. The permit further permits service for irrigation of 18,000 sq-ft, and non- commercial animal watering of 4 animals. Water from this well shall not be used for any other purpose outside the single-family dwellings, irrigation or non-commercial animal watering. Prior to recording the Final Plat, the Applicant will submit to the County a report from a qualified water resource engineer in the State of Colorado addressing the requirements of Article 4 Section 4-203.M.b(1) thru (5). Prepared by: Deric J. Walter, PE Boundaries Unlimited Inc. Acknowledged by: Betty Collins Owner/Applicant Attachments • CWCB/DWR Well Map • DWR Permit #64910 • WDWCD # SM060720BBC(a) 3,088 514.7 Map Viewer This product is for informational purposes and may not have been prepared for, or be suitable for legal, engineering, or surveying purposes. Users of this information should review or consult the primary data and information sources to ascertain the usability of the information. 2,4001: Feet4000 Legend 200 Notes Location 400 Date Prepared: 10/9/2020 2:37:31 PM Surface Water Well Constructed Final Permit County Form No. GWS-25 i OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 WELL PERMIT NUMBER --~64~9~1~0~ __ -_,_F __ EXST APPLICANT DIV. 5 WD 39 DES. BASIN MD BETTY & BRUCE COLLINS 350 WHITE HORSE DRIVE NEW CASTLE, CO 81647- APPROVED WELL LOCATION GARFIELD COUNTY NW 1/4 NW 1/4 Section 5 Township 6 S Range 92 W Sixth P.M. DISTANCES FROM SECTION LINES 131 Ft. from North 1110 Ft. from West Section Line Section Line (970) 984-0609 UTM COORDINATES {Meters.Zone:13,NAD83) CHANGE/EXPANSION OF USE OF AN EXISTING WELL Easting: Northing: 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. Approved pursuant to CRS 37-90-137(2) for the use of an exisiting well, appropriating ground water tributary to the Colorado River, on the condition that the well shall be operated only when the West Divide Water Conservancy District's, Silt Mesa Substitute Water Supply Plan, approved by the State Engineer (based on the filing of case no. 05CW296, Division 5 Water Court), is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District for the release of replacement water is in effect, or under an approved plan for augmentation. This well is accounted for under WDWCD contract #SM060720BBC(a). Approved as a well on a residential site of 5.25 acre(s) described as that portion of the NW 1/4 of the NW 1/4, Sec. 5, Twp. 6 South, Rng. 92 West, 6th P.M., Garfield County, more particularly described on the attached exhibit A. Further identified as 5352 County Road 233, Rifle, CO 81650. Approved for the installation of a pump in, and the use of, an existing well, constructed on October 20, 1976, to a depth of 80 feet, under permit no. 86807 (canceled). Issuance of this permit hereby cancels permit no. 86807. The use of ground water from this well is limited to ordinary household purposes inside one (1) single family dwelling and one (1) accessory dwelling unit, the irrigation of not more than 18,000 square feet (0.41 of an acre) of home gardens and lawns, and the watering of four (4) head domestic animals. All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as Collins Well (aka Hendrick Well). The pumping rate of this well shall not exceed 15 GPM. The average annual amount of ground water to be appropriated shall not exceed 1. 777 acre-foot (579,035 gallons). The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. This well shall be located not more than 200 feet from the location spe:cified on this permit. A totalizing flow meter must be installed on this well and maintained in, good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. NOTICE: This permit has been approved for the location as noted ab0ve. The correct 1/4 1/4 section is: NW 1/4 of the NW 1/4 NOT NE 1/4 of the NW 1/4 as originally submitted. You are hereby notified that you have the right to appeal the issuance of this permit, by filing a written request with this office within sixty (60) days of the date of issuance, pursuant to the State Administrative Procedures Act. (See Section 24-4-104 through 106. C.R.S.) NOTE: Section 5 is an irregular "TALL" section approximately 5700 feet North/South. NOTE: NOTE: NOTE: Canceled permit no. 86807 was previously issued for this well. Parcel Identification Number (PIN): 23-2179-052-00-359 Assessor Tax Schedule Number: R200323 APPROVED DMW State Engineer U By Receiot No. 9502627 DATE ISSUED 10°03-2006 EXPIRATION DATE 10-03-2007 Well Permit Summary Report THIS PAGE IS NOT THE ACTUAL PERMIT The information contained on this page is a summary of the permit file and may not reflect all details of the well permit. See full disclaimer below. Permit Number: Permit Status: Receipt: WDID:Permit Category: 64910-F General Purpose 3908041 9502627 Well Constructed Physical Location Feature Type Dist N/S Dist E/W Q10 Q40 Q160 Sec Township Range PM UTMx UTMy Latitude Longitude Location Accuracy Decreed (Case No: 05CW0296) NE NW 5 6.0 S 92.0 W S 268498.9 4382795.3 39.563634 -107.694809 User supplied Physical (WDID: 3908041) NE NW 5 6.0 S 92.0 W S 268498.9 4382795.3 39.563634 -107.694809 User supplied Well (Application/Permit)NW NW 5 6.0 S 92.0 W S 268364.8 4382790.5 39.563553 -107.696366 User supplied Division: Management District: Designated Basin: County: District: Denver Basin Aquifer: 5 39 GARFIELD Outside Outside Outside Physical Address: Parcel Name: Parcel Type: Zip: City & State:, No available data Lot, Block, Filing 64910-F 1 of 3 Certified accurate as of 10/09/2020 Permit Details Acres In Parcel: Follow Up Permit Conditions (see actual permit for more information) Statute: Use(s): Parcel ID: Abandonment Required: 5.25 23-2179-052-00-359 Domestic 37-90-137(2) - Non-exempt tributary well See imaged well permitLimits: Geophysical Log Required: Meter Required: Area Irrigated: Aquifer(s): Rule 6.2.2.1 (Notice): Depth (T) ALL UNNAMED AQUIFERS 18000.00 Yes See imaged well permit See imaged well permit Water Supplier Name: Within Water Service Area: Type of Sewage System: Sewer System Details: Rule 6.2.3 (Floating Permit):See imaged well permit Depth (B)Yield Amount 7.00 Construction/Pump Installation Details Driller: Last Pump Installation Date: Pump Installer: Completed Well Depth: Construction Date: Production Test Yield: BUENA VISTA DRILLING (SHELTON, WILLIAM L) 10/20/1976 12/1/1976 7.00 Perforated Casing Top: Static Water Level: Perforated Casing Bottom: 28 80 Well Yield Estimate (GWS-31): Associated Permit(s) Permit Association Assoc Permit Assoc Receipt Permit Issued Permit Status Comment Other (associated from)86807-9114436 10/13/1976 12:00:00 AM Permit Canceled Other (associated to)86807-9114436 10/13/1976 12:00:00 AM Permit Canceled Associated Case Number(s) Case Number Date Signed 05CW0296 4/28/2008 Well AKA(s) Source AKA Name WDID 3908041-HENDRICKS WELL Well Name COLLINS WELL (HENDRICK WELL) 64910-F 2 of 3 Certified accurate as of 10/09/2020 Applicant/Contact Start Date End Date Association Type Contact Name Address City State Zip Code 1/1/1900 Owner COLLINS BETTY & BRUCE 350 WHITE HORSE DR NEW CASTLE CO 81647 Disclaimer * The information contained on this page is a summary of the permit file and may not refect all details of the well permit. THIS PAGE IS NOT THE ACTUAL PERMIT. This page should not be used as a basis for any legal consideration, to determine the allowed uses of the well, to determine construction information, or to determine the terms and conditions under which the well can operate. The complete well permit file should be viewed to obtain details on the allowed uses and other relevant information. A complete copy of the file is available in the "Imaged Documents" section of this page, and can be viewed by opening all of the documents listed in that section. Note that all of the terms and conditions under which a well can operate, particularly for non-exempt wells, may not be specified on the well permit. Wells may also be subject to relevant statutes, rules and decrees. To learn more abou well permitting in Colorado, please visit DWR's Well Permitting Page. If you have any questions about this well permit file, please contact the DWR Groundwater Information Desk at (303) 866-3587 (Hours 9am-4pm M-F). Application/Permit History Action Action Date Date Received Comment Well Constructed 10/20/1976 12/3/1976 Pump Installed 12/1/1976 9/19/2007 Application Received 8/25/2006 8/25/2006 Permit Issued 10/3/2006 Permit Expiration Date 10/3/2007 Comment (Permit)3/3/2008 Expand use of existing well, permit no. 86807 (CANCELED). Per WCWCD #SM060720BBC(a). Limit use to 1 SFD, 1 ADU, 18,000 sq ft lawn & garden irrg & water 4 head domestic animals. Phy address: 5352 CR 233, Rifle, CO 81650. Tax #R200323. dmw 10/03/06 64910-F 3 of 3 Certified accurate as of 10/09/2020 . APPLICATION TO LEASE WATER FROM '.EST DIVIDE WATER CONSERVANCY DISTRICT 109 West Fourth Street, P. 0. Box 1478, Rifle, Colorado 81650 1. APPLICANT INFORMATION Name: Bettv and Bruce Collins Mailing address: 350 White Horse Drive New Castle. Co 81647 Telephone: ~9'--'8'--'4----'-0=6=0=9 ________________ _ Authorized age nt _:_ ~B'--'e~tt~v ________________ _ 2. COURT CASE #'s: Decree Case No. -----------Aug men ta 1 ion Plan Case No. _____________ _ 3. USE OF WATER @ RESIDENTIAL ( check applicable boxes) IZI Ordinary household use Number of dwellings: 2 D Subdivision: No. constructed units: No. vacant lots IZI Home garden/lawn irrigation of Tl{; CJ O C sq. ft. Method of irrigation: D flood IZI sprinkler IZI drip D other IZI Non-commercial animal watering of 4 animals D Fire Protection D Evaporation: Maximum water surface to be exposed: ___ _ Description of any use, other than evaporation, and method of diversion, rate of diversion, and annual amount of diversion of any water withdrawn from the pond: _____________ _ Well Sharing Agreement for multiple owner wells must be submitted. If <?ater than two owners, application mu~·t be made under a homeowners ~-"ciation. 0 COMMERCIAL (check applicable boxes) Number of units: ____ Total sq. ft. of commercial units: ___ _ Description of use: __________________ _ □ INDUSTRIAL Description of use: __________________ _ Evaporation: Maximum water surface to be exposed: ______ _ Description of any use, other than evaporation, and method of diversion, rate of diversion, and annual amount of diversion of any water withdrawn from the pond: ____________________ _ □MUNICIPAL Description of use:. __________________ _ □ DIRECT PUMPING Tributary: _____________________ _ Location: _____________________ _ 4. SOURCE OF WATER . Structure: OJ e,.\\ StructureName: ~~Mnc:\\~ w~\I Source: □Surface □Storage □Ground water rrent Pennit # 86807 (attach copy) Contract #SM060720BBC(a) Map#SMI Date Activated 7 /20/06 Fax: (970) 625-2796 Telephone: (970) 625-5461 5. LOCATION OF STRUCTURE Garfield NEl/4 -NWl/4 County Quarter/quarter Quarter 5 6 South 92 West Section Township Range Distance of well from section lines: 114 ft from North line and 1554 ft from West line Elevation: _________ _ Well location address: 5352 County Road 233. Rifle, Co (Attach additional pages/or multiple sln1ctures) 6. LAND ON WHICH WATER WILL BE USED (Legal description may be provided as an attachment.) attached Number of acres in tract: approx. 5.25 /11clusion into tile District, at Applicant's expe11.~e, may be required. 7. TYPE OF SEWAGE SYSTEM IZI Septic tank/absorption leach. field □central system □Other District name: 6th P.M, --------------------- 8. VOLUME OF LEASED WATER NEEDED IN ACRE FEET: I acre (minimum of I acre foot except augmentation from Alsbury Reservoir where a lesser amount is allowed) Provide engineering data to support volume of water requested. Commercial, numicipal, and industrial users must provide diversion aud consumptive data on a month(v basis. A totalizing flow meter with remote readout is required to be installed and usage reported to West Divide. Applicaut express(,, ackuowledges it //as llad tile opportuuity to review tile District's form Water Allotment Contract and agrees t//i.~ application is made pursuant and subject to the terms and conditions contai11ed therein. ~ &{J__~ Applicant Sigm1 lu re 7 {~ 2 0£IL:~ Applicant Sig 1ature Application D11 tc: __ _,_:z_,_/_j-1-L=-()-=-(tp __ JSSlJED AS AREA B CONTRACT YES __ x __ NO The printed portions of this fonn, except differentiated additions or deletions, have been approved and adopted by the West Divide Water Conservancy District. Fonn # WDWCD 050901 APP TYPE OR PRINT IN o,LACJ< 11-lK , C~-OF ACCEPTEO STATEMENT MAILED OM REQUEST. 5A ·,CpLORADO DIVISION OF WATE~ ~~SO,URCES_ 818 Centennial Bldg,; 1313 5hcrmQn Si, Denver, Colorodo 89203•' \ STATE OF C0LORADO • COUNTY OF G:eteteL D . ( ss . __ ST i\TEMEHT OF ~ENEFICIAL USE OF GROUND WATER. ~ AMENDMENT OF EXISTING RECORD __ LATE REGISTRATION PERMIT NUMBER {/, f O 7 fHE AFFIANT(S) llau(e + Viall{ Jl1£!lbrc1cks whose mailing address is S3 $2 _ ,2 g3 '/?ollD LOCATION OF WELL V.,Soc-rion.....i..__ being clu ly sworn upon oath, deposes ond says that he (they) is (ore) the owner( s) al the weil described hereon; the well is la coted as described above, at distances of / '3 f feet from the M section line and }/JO feet from the 0,01n,. o• 101,u.i __ ..,u/..__ section line; water from this we!I wos first applied to a beneficial use for the. purpose( s) described herein an the 1./,,._ 11:L.. l(A3T Ofl Wl1"fl day of ffPJ?/L , 19ll....; the maximum sustained pumping rote of th~ well is b gallons per minute, the pumping rate doimed hereby is. b gollans per minute; the total depth al the well is @ feet; the averoge onnuol omou~L-- af water to be diverted is .zs: ocre-feet; for which claim is hereby mode for bo /rf I;s _r, t., _____________ purpose(s); the legal description of the land on which the woter from this well is used is tf.y/. ~ 0 / V/1: /IE~ Sift;. 5 1u/p b fv/(;: 1_2. w' t,'fll CM of which 1 wiTH 17 Sltflfi(!~S rlfRME"(f5 I ffR(r,..,rt (oil \l/f1re,e l''•f 5 acres are irrigated and which is iflustroted on the map on tne reverse side o( this form; that this well was completed in comp l ionca with the permit approved therefor; this statement of bimeflciol u&e of ground water is filed In compliance with low; he {they) hos (have) rood !he statements modo hereon; knows the content thereof; and 1hat the some are true of his (their) knowledge. Signoture(s) ✓./~ ~:(COMPWE»:VU~E Slljl!: OF THI~ FOR~) 17. 2:d:_~(',(,z~ '()~ ~ .. ~-----------... Subscribed and sworn-,4-·Tl:..· •✓· ~ j '-1-7 .,.to before me on this . -d_ovf -.L.ll~""""'-:.1"-""------, 19 J...,L My Commission expirii's :"·-~·~· ~ .. "4'-~--'--L..j. __ ,._...._.,__,_ ____ _ IH6LI - ACCEPTED FOR FIL..iN.G°i~·x:-~HE 0 STATE ENGINEER OF PURSUANT TO THE FOLL.OWING CONDITIONS: l'OR 01'1' ICE USE OHL Y Cou,t Cose Na P,10,. ____ Mo. __ Doy __ Yr. __ !J 23 Div, ______ Cty , ______ _ s,c. ----y .. , --¼, ---¼. WellUu_, __ Oiu. n.._ Basin ___ Mari . Oi1 . __ _ 1 COLORADO DIVISION OF WATER RESOURCES 300 Columbine Bldg., 1845 Sherman St., Denver, Colorado 80203 •-:. ✓ Applicatlon must be complete where applicable. Type or print in BLACK INK, No overstrikes orennures unles1 Initialed. PERMIT APPLICATION FORM DIVISION Of' WATER RESOURCE~ l3f,j SHERMAN ST, • RM. 80.2. DENVER,COLOR\\fctWtO~ J QC I A PERMIT TO USE GROUND WATER QC) A PERMIT TO CONSTRUCT A WELL FOR: IJC) A PERMIT TO INSTALL A PUMP ~ ( I REPLACEMENT FOR NO . _______ _ ( )OTHER _____________ _ WATER COURT CASE NO --------.. ___ •""IN '(1) APPLICANT· mailing address FOR OFFICE USE ONLY: DO NOT WAITE INvTHl-.iLUMN . 1 </3.✓8 NAME °R'llmlltl &. VJl01A. Banli~ir.ka Receipt No. I STREET P.O. Box 1010 Basin Dist. ' 9ITY __ .~salt. □clcJ:?ado 8J6l)l -·----. --C ONQIJIONS OF APPROVAL ' 0 (Stale ) -.. ---. { p) TELEPHONE NO. 227-33~4 : This well shall be used In such a way as to cause no material Injury to existing water rights. The (2) LOCATION OF PROPOSED WELL issuance of the permit does not assure the applicant that no Injury will occur to another vested water right or preclude another owner of a vested water , .CountY Ga.:c:C1 ii la right from seeking relief In a civil court action. l:l:S: ¼ oftha IDl ¼, Section 5 APPROVED FOR DOMESTIC USE, INCLUDllG m Twp.~ _, Rng. IBBIGATIOI OF NOT OVER ONE ACBll OJ !roll S12 -· 6 :t,tl, P.M, GARDD'S AID LADS. oflr !N,SI IE,W) (3) WATER USE AND WELL DATA Proposed maximum pumpinii rate (gpm) JS G~H Average annual amount of grou17d water to be appropriated raae-feet}: "i ll 1,g~1 t••:t. ,. Number of acres to be irrigated: rum1 ...... Proposed total depth (feet): Est 1 mate JOO :et. Aquifer ground water is to be obtained from: ♦ . . ---.... . --.. -· Owner's well designetion GBQ!J~D ~IER'I !i2 QE !.l~EQ FQR: ( I HOUSEHOLD USE ONLY· no irrigation (0) ( X) DOMEUIC (11 ( ) INDUSTRIAL (61 i I LIVESTOCK (21 ( ) IRRIGATION 161 ( l COMMERCIAL 141 ( ) MUNICIPAL 181 ' ) OTHER 19) 8fPLICA.TION APPROVED DETAIL THE USE ON BACK 'IN 111) 8680 .. , PERMIT NUMBER {4} DRILLER 0CT131976 DATE ISSUED Name Golden Eag l e Drilllns Qn . ElCPIRATl'-Xi OCl~ S1reet P. o. Bo~ 475 I '{L t ; City i i!~ SQOc: Colg~ BDJtitii1 BY~~ (303) T1t lepl1one No. g,68 -2:Zfi~ Lio.N o . 36:Z 1.0. .5:--:32 COUNTY ~~ (5) THE LOCATION OF THE PROPOSED WELL and the area on which the water wiU be used must be indicated on the dlegrem below. Use the CENTER SECTION 11 section, 840 acres) for the well location. +-+-+-+-+-+~+-+ I ,~ .. .. . !◄----1 MILE;S280 FEET-·-►' I· •·Jc t .:. + :_;,1+ + + + + + -+ I t (6) THE WEl,L MUST BE LOCATED fl~ by distancei from section lines , • · · ~ 1554 ft. from West sec. line ___ ......__ --1,~n ... ~!'t:fii~o~ro~o~:,;lh"-)-~ /:.. __ ·~.; ,_., --=l=-=l~4c..-_ft. from __,N""o"":r~th"'!':-,=:---SIC· line (east or welt) LOT ____ RLOCK ___ FILING # __ _ NORnt SECTION LINE I .fc I I I ' I -+-~ 1-.!S~UB~D~IV~f~Sl~ON::.,=:=======::::;:::==:==:= I (7) TBACT ON WHICH WELL WILL BE LOCATED Owner: _______ _ f No.ofacres J6.95 -+ ----+ --§ + I I ~ I I 4--I ... I I i ,.. --f----+-2 + ffl . Will this be 1 +t------------ (8) PROPOSED CASING PAOGRAM I t:p1aln Casing + the only well on this tract?_ ... y.,_a..,e.__ ____ _ _ _.7..,___in. from ---.c ..... o __ ft, to _ _.7_5 ___ ft. I l I ____ in. from ____ ft, to, ______ ft, +. -+ - l -t----,,~""'u""T .... H""": s"",E+CT""'1""'0N,.,...Lt""~"""E __ -4---+ --+ I + I + I Perforated casing _L_in, from_7_,5.___ft, to. __ l_OO_ ft. + I + + + I + 1-,:-:::-::::-:::-=-::::-::::-::..::.in::,· .:.:,fr:om:.::===..:.;ft:,. ,:to:.:-==-=-=-=-=-:..:ft:.:... l + I --+-+-+ I -+-+-+ -+- The scale of the dil!J'llm ls 2 inches ., 1 mile Each $mal I square reprmnu 40 acros. -+ WATER EQUIVALENTS TABLE (Roundld Figure,! An acre-foot covers 1 ,ere of 11nd 1 foot d"p 1 cubic foot per second (c:f1I ••. 449 gallons p,r mlmile (gpml A family of Swill require approximately 1 ac;ro-foot of.water P« vetr. . 1 ecre-foot ... 43,560 cubic'"' ..• 325,900 gallon1. 1,000 gpm P<1mped aon1lnuou1tv for one day producet 4.42 ecre•feet. (10) LANO ON WHICH GROUND WATER WILL BE USED; (9) FOR REPLACEMENT WELLS glvedlstance und direction from old wefl alld plan, for plugging It: Owner(sl: Horace & Viol& Hendr1clta No. otacres: __ .16.._...,96-5"'-___ _ Legal description: NE: a:f NW:t: SEC • 5 TWP 6 RNG • 92 W -6th P ,M • (11) DETAILED DE§CRIPTION of the U$8 of ground weter: Household use ltnd domestic wells must indicate type of disposal system to be used. .- DISPOS 4 L SI$'ID, WU.l, WEET1 COUNTY S1'll~D4FDS (12) QJHER WATER BIGHIS used on this land, lndudihg wells. Give Registration and Water Court Case Numbers. Type or right Used for (purpose) 17 sbares Farmers Irriga:t.:t on ., Irrfgst,1 on • .. • I 1 ,•• ~. • De1eription of land on which used same aa above (70) (13) THE APPLICANT(S) ST~TE{S) THAT THE INFORMATION SET FORTH HEREON IS TRUE TO THE BEST OF HIS KNOWl,.EDGE. '1/o,rM:8-4"/ViaRoe.· ~ SIONA T'URE OF APPl.fCANT(SJ UH additional sheets of peper if more space 1, required. 1 --- JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL WEST DIVIDE WATER CONSERVANCY DISTRICT WATER USE ESTIMATES APPLICANT: BETTY AND BRUCE COLLINS Contract Amount w/ 5% transit Loss = 0.97 acre feet In House Diversion per Unit (AF) 0.029 0.026 0.029 0.028 0.029 0.028 0.029 0.029 0.028 0.029 0.028 0.029 0.336 (1) (2) (3) (4) (5) (6) DWELLING UNITS: 2 IRRIGATED AREA (SQ FT): 18000 NO. OF LIVESTOCK: 4 ELEVATION (MSL): 6000 In House Irrigation C .U. per Diversion Irrigation Unit (AF) (ft) C.U. (ft) 0.004 0 .004 0 .004 0 .004 0.049 0.039 0 .004 0.364 0.291 0 .004 0.526 0.421 0 .004 0.568 0.454 0 .004 0.445 0.356 0 .004 0.316 0.253 0 .004 0.081 0.065 0.004 0.004 0.050 2.349 1.879 300 gallons per day per residence 15% consumptive use for ISDS systems 80% irrigation efficiency for sprinkler systems In House Diversion (AF) 0.06 0.05 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.67 Blaney Criddle assessment with Pochop adjustments Column (1) • number of dwelling units Column (2) • number of dwelling units In House C.U. (AF) 0.01 0.01 0.01 0.01 0.01 0 .01 0.01 0.01 0.01 0.01 0.01 0.01 0.10 (7) (8) (9) (10) (11) (12) Irrigation Livestock Diversion Irrigation Diversion & (AF) C.U. (AF) C.U. (AF) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0 .00 0.15 0 .12 0.00 0.22 0 .17 0.00 0.23 0.19 0.00 0.18 0.15 0.00 0.13 0.10 0.00 0.03 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.78 0.05 Column (3) • irrigated area in acres Column (4) • irrigated area in acres Total Diversion (AF) 0.064 0.058 0.064 0.083 0.222 0.291 0.311 0.257 0.199 0.100 0.062 0.064 1.777 Livestock use at 11 gallons per head per day (99CW320) Column (5) + Column (7) + Column (9) plus 5% transit loss Column (6) + Column (8) + Column (9) Column (11) plus 5% transit loss Water Use Estimates.xis Total Contract Total C.U. Amount (AF) (AF) 0.013 0.013 0.012 0.012 0.013 0.013 0.028 0.030 0.133 0.140 0 .186 0.196 0.200 0 .210 0.160 0.168 0.117 0.123 0.040 0.042 0.012 0.013 0.013 0.013 0.927 0.973 7/10/2006 .i -·-- /, 121l .,. ,71 . .., -....-•~ r ' '· "l' 27 . ,· ...... .·.1. . 'l . I ,< WEST DIVIDE WATER CONSERVANCY DISTRICT WATER ALLOTMENT CONTRACT Contract #SM060720BBC(a) Map#SMI Date Activated 7 /20/06 Name of Applicant: _____ f2""----"e_1t~--=-iY __ ~_____.,(3'-.)-'--'==---::=::__--->,.,C-io~/(-1-,1 __,, __________ _ \ Quantity of Water in Acre Feet: ___ l __ ,~(J_-~~~----f~'=o~o~r'. ___________________ _ Applicant, hereby applies to the West Divide Water Conservancy District, a political subdivision of the State of Colorado, organized pursuant to and existing by virtue ofC.R.S. 1973, §37-45-101, et seq., (hereinafter referred to as the "District") for an allotment contract to beneficially and perpetually use water or water rights owned, leased, or hereafter acquired by the District. By execution of this Contract and the attached Application, Applicant hereby agrees to the following terms and conditions: Water Rights: Applicant shall own water rights at the point of diversion herein lawfully entitling Applicant to divert water, which will be supplemented and augmented by water leased herein. If Applicant intends to divert through a well, it must be understood by Applicant that no right to divert exists until a valid well permit is obtained from the Colorado Division of Water Resources. 2. Quantity: Water applied for by the Applicant in the amount set forth above sh~II be diverted at Applicant's point of diversion from the District's direct flow water rights, and when water is unavailable for diversion pursuant to administration by the Colorado State )Engineer during periods when said direct flow water right is not in priority, the District shall release for the use of Applicant up to said quantity in acre feet per year of storage water owned or controlled by the District. It is understood that any quantity allotted from direct flow, storage or otherwise, to the Applicant by the District will be limited by the priority of the District's decrees and by the physical and legal availability of water from District's sources. Any quantity allotted will only be provided so long as water is available and the Applicant fully complies with all of the terms and conditions of this Contract. The District and the Applicant recognize that some of the District's decrees may be in the name of the Colorado River Water Conservation District, and the ability of the District to allot direct flow right to the Applicant may be dependent on the consent of the Colorado River Water Conservation District. If at any time the Applicant determines it requires less water than the amount herein provided, Applicant may so notify the District in writing, and the amount of water allotted under this Contract shall be reduced permanently in accordance with such notice. Rates shall be adjusted accordingly in following water years only. 3. Beneficial Use and Location of Beneficial Use: Any and all water allotted Applicant by the District shall be used for the following beneficial use or uses: industrial, municipal, domestic and related uses, or commercial (except for commercial use from Alsbury Reservoir and except to the extent that Ruedi Reservoir water may not be available for commercial as that term is defined on Page 5 of Contract No. 2-07-70-WO547 between the United States and the West Divide Water Conservancy District). Applicant's beneficial use of any and all water allotted shall be within or through facilities or upon land owned, leased, operated, or under Applicant's control. 4. Decrees and Delivery: Exchange releases made by the District out of storage from Ruedi Reservoir, Green Mountain Reservoir, Alsbury Reservoir, or other works or facilities of the District, or from other sources available to the District, shall be delivered to the ) Applicant atthe outlet works of said storage facilities or at the decreed point of diversion for said other sources, and release or delivery of water at 1 such outlet or points shall constitute performance of the District's total obligation. Delivery of water by the District from Ruedi Reservoir or Green Mountain Reservoir shall be subject to the District's lease contracts with the United States Bureau of Reclamation. Releases from other facilities available to District shall be subject to the contracts, laws, rules, and regulations governing releases therefrom. Furthermore, the District hereby expressly reserves the right to store water and to make exchange releases from structures that may be built or controlled by the District in the future, so long as the water service to the Applicant pursuant to this agreement, is not impaired by said action. Any quantity of the Applicant's allocation not delivered to or used by Applicant by the end of each water year (October 1 ), shall revert to the water supplies of the District. Such reversion shall not entitle Applicant to any refund of payment made for such water. Water service provided by the District shall be limited to the amount of water available in priority at the original point of diversion of the District's applicable water right, and neither the District, nor those entitled to utilize the District's decrees, may call on any greater amount at new or alternate points of diversion. The District shall request the Colorado Division of Water Resources to estimate any conveyance losses between the original point and any alternate point, and such estimate shall be deducted from this amount in each case. Water service provided by the District for properties located within the Bluestone and Silt Water Conservancy Districts is provided pursuant to Agreements with said Districts. The Intergovernmental Agreement between the District and the Silt Water Conservancy District, dated January 25, 2001, is recorded as Reception No. 575691, Garfield County Clerk and Recorder's Office. The Intergovernmental Memorandum of Understanding between the District and the Bluestone Water Conservancy District, dated April 26, 2001, is recorded as Reception No. 584840, Garfield County Clerk and Recorder's Office. 5. Alternate Point of Diversion and Plan of Au gmentation : Decrees for alternate points of diversion of the District's water rights or storage water may be required in order for Applicant to use the water service contemplated hereunder. Obtaining such decree is the fXclusive responsibility of Applicant. The District reserves the right to review and approve any conditions which may be attached to judicial approval of said alternate point of diversion as contemplated or necessary to serve Applicant's facilities or lands. Applicant acknowledges and agrees that it shall be solely responsible for the procedures and legal engineering costs necessary for any changes in water rights contemplated herein, and further agrees to indemnify the District from any costs or losses related thereto. Applicant is solely responsible for providing works and facilities necessary to obtain/divert the waters at said alternate point of diversion and deliver them to Applicant's intended beneficial use. Irrespective of the amount of water actually transferred to the Applicant's point of diversion, the Applicant shall make annual payments to the District based upon the amount of water allotted under this Contract. In the event the Applicant intends to apply for an alternate point of diversion and to develop an augmentation plan and institute legal proceedings for the approval of such augmentation plan to allow the Applicant to utilize the water allotted to Applicant hereunder, the Applicant shall give the District written notice of such intent. In the event the Applicant develops and adjudicates its own augmentation plan to utilize the water allotted hereunder, Applicant shall not be obligated to pay any amount under Paragraph 19 below. In any event, the District shall have the right to approve or disapprove the Applicant's augmentation plan and the Applicant shall provide the District copies of such plan and of all pleadings and other papers filed with the water court in the adjudication thereof. 6. Contract Paym ent: Non-refundable, one time administrative charge, in the amount determined by the Board of Directors of the District from time to time, shall be submitted with the application for consideration by the District. 2 Annual payment for the water service described herein shall be determined by the Board of Directors of the District. The initial annual payment shall be made in full, within thirty (30) days after the date of notice to the Applicant that the initial payment is due. Said notice will advise the Applicant, among other things, of the water delivery year to which the initial payment shall apply and the price which is applicable to that year. Annual payments for each year thereafter shall be due and payable by the Applicant on or before each January 1. If an annual payment is not made by the due date a flat $50 late fee will be assessed. Final written notice prior to cancellation will be sent certified mail, return receipt requested, to the Applicant at such address as may be designated by the Applicant in writing or set forth in this Contract or Application. Water use for any part of a water year shall require payment for the entire water year. Nothing herein shall be construed so as to prevent the District from adjusting the annual rate in its sole discretion for future years only. If payment is not made within fifteen (15) days after the date of said written notice, Applicant shall at District's sole option have no further right, title or interest under this Contract without further notice, and delivery may be immediately curtailed. The allotment of water, as herein made, may be transferred, leased, or otherwise disposed ofat the discretion of the Board of Directors of the District. Upon cancellation of this water allotment Contract with the District, the District shall notify the Division of Water Resources offices in Denver and Glenwood Springs. The Division of Water Resources may then order cessation of all water use. 7. Addi tio na l Fees a nd Costs : Applicant agrees to defray any expenses incurred by the District in connection with the allotment of water rights hereunder, including, but not limited to, reimbursement oflegal and engineering costs incurred in connection with any water rights and adjudication necessary to allow Applicant's use of such allotted water rights. 8. Ass ignm e nt: This Contract shall not inure to the benefit of the heirs, successors or assigns of Applicant, without the prior written consent of the District's Board of Directors. Any assignment of Applicant's rights under this Contract shall be subject to, and must comply with, such requirements as the District may hereafter adopt regarding assignment of Contract rights and the assumption of Contract obligations by assignees and successors. Nothing herein shall prevent successors to a portion of Applicant's property from applying to the District for individual and separate allotment Contracts. No assignment shall be recognized by the District except upon completion and filing of proper forms for assignment and change of ownership. In the event the water allotted pursuant to this Contract is to be used for the benefit ofland which is now or will subsequently be subdivided or held in separate ownership, the Applicant may only assign the Applicant's rights hereunder to: 1) No more than three separate owners all of whom shall be party to a well sharing agreement satisfactory to the District; or 2) A homeowners association, water district, water and sanitation district or other special district properly organized and existing under the laws of the State of Colorado, and then, only if such parties, association or special district establishes to the satisfaction of the District that it has the ability and authority to perform the Applicant's obligations under this Contract. In no event shall the owner of a portion, but less than all, of the Applicant's property to be served under this Contract have any rights hereunder, except as such rights may exist pursuant to a well sharing agreement or through a homeowners association or special district as provided above. Upon the sale of the real property to which this Contract pertains, Applicant shall make buyer aware of this Contract and proper forms for assignment and change of ownership must be completed. 3 9. Other Rule s: Applicant shall be bound by the provisions of the Water Conservancy Act of Colorado; by the rules and regulations of the Board of Directors of the District; and all amendments thereof and supplements thereto and by all other applicable law. I 0. Operation and Maintenance Agreement: Applicant shall enter into an "Operation and Maintenance Agreement" with the District under terms and conditions determined by the board of Directors of the District, if and when, the Board of said District determines in its sole discretion that such an agreement is required. Said agreement may contain, but shall not be limited to, provisions for additional annual monetary consideration for extension of District delivery services and for additional administration, operation, and maintenance costs; or for other costs to the District which may arise through services made available to the Applicant. 11. Change of Use: The District reserves the exclusive right to review, reap prove or disapprove any proposed change in use of the water allotted hereunder. Any use other than that set forth herein or any lease or sale of the water or water rights allotted hereunder without the prior written approval of the District shall be deemed to be a material breach of this Contract. 12. se and Place of Use: Applicant agrees to use the water in the manner and on the property described in the documents submitted to the District at the time this Contract is executed, or in any operation and maintenance agreement provided by Applicant. Any use other than as set forth thereon or any lease or sale of the water or water rights herein, other than as permitted in paragraph 8 above, shall be deemed to be a material breach of this agreement. 13. Title: It is understood and agreed that nothing herein shall be interpreted to give the Applicant any equitable or legal fee title interest in or to any water or water rights referred to herein. 14. onservation: Applicant shall use commonly accepted conservation practices with respect to the water and water rights herein, and hereby agrees to be bound by any conservation plan adopted hereafter by the District for use of District owned or controlled water or water rights. 15. Restrictions: Applicant shall restrict actual diversions to not exceed the contract amount, which provides water ( on the formula of one acre foot per dwelling) for ordinary household purposes inside one single family dwelling, the watering of domestic livestock, fire protection, and the irrigation of lawn and garden as specified in the Application. Applicant shall also comply with all restrictions and limitations set forth in the well permit obtained from the Colorado Division of Water Resources. Watering of livestock shall be restricted to Applicant's domestic animals not to be used for commercial purposes unless Applicant obtains approval from the Colorado Division of Water Resources for commercial use/livestock watering, provided that in no event shall actual diversions exceed the amount of water provided by this Contract. Violation of this paragraph 15 shall be deemed to be a material breach of this Contract. 16. Well Permit: If Applicant intends to divert through a well, then Applicant must provide to District a copy of Applicant's valid well permit before District is obligated to deliver any water hereunder. 4 17. Measuring Device or Meler: Applicant agrees to provide, at its own expense, a measuring device deemed acceptable by the District's Engineer after consultation, or a totalizing flow meter with remote readout to continuously and accurately measure at all times all water diverted pursuant to the tenns of Applicant's waterright and the terms of this Contract. Applicant agrees to provide accurate readings from such device or meter to District upon District's request. Applicant acknowledges that failure to comply with this paragraph could result in legal action to terminate Applicant's diversion of water by the State of Colorado Division of Water Resources. By signing this Contract, Applicant hereby specifically allows District, through its authorized agent, to enter upon Applicant's property during ordinary business hours for the purposes of determining Applicant's actual use of water. 18. Representations: By executing this Contract, Applicant agrees that it is not relying on any legal or engineering advice that Applicant may believe has been received from the District. Applicant further acknowledges that it has obtained all necessary legal and engineering advice from Applicant's own sources other than the District. Applicant further acknowledges that the District makes no guarantees, warranties, or assurances whatsoever about the quantity or quality of water available pursuant to this Contract. Should the District be unable to provide the water contracted for herein, no damages may be assessed against the District, nor may Applicant obtain a refund from the District. 19. Costs of Water Court Filing and Augmentation Plan: Should the District, in its own discretion, choose to include Applicant's Contract herein in a water court filing for alternate point of diversion or plan of augmentation, then Applicant hereby agrees to pay to the District, when assessed, an additional fee representing the District's actual and reasonable costs and fees for Applicant's share of the proceedings. Applicant shall be assessed a pro-rata share of the total cost incurred by the District in preparing, filing and pursuing to decree the water court case. The pro-rata share shall be calculated by dividing such total cost by the number of contractees included in the filing. To the extent that the District is caused additional costs because of objection filed specifically due to the inclusion of Applicant's Contract in the filing, such additional costs may be charged specifically to Applicant and not shared on a pro-rata basis by all contractees. 20. 8 inding Agreement: This agreement shall not be complete nor binding upon the District unless attached hereto is the fonn entitled "Application to Lease Water From West Divide Water Conservancy District" fully completed by Applicant and approved by the District's engineer. Said attachments shall by this reference thereto be incorporated into the terms of this agreement. All correspondence from the District to Applicant referring to or relating to this agreement is by this reference incorporated into this agreement as further terms and conditions of this agreement. 21. Warning: IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT TO OBTAIN AV ALID WELL PERMIT OR OTHER WATER RIGHT IN ORDER TO DIVERT WATER, INCLUDING THEW ATER ACQUIRED UNDER THIS CONTRACT. IT IS THE CONTINUING DUTY OF THE APPLICANT TO MAINTAIN THE VALIDITY OF THE WELL PERMIT OR WATER RIGHT INCLUDING FILING FOR EXTENSIONS OF PERMITS, FILING WELL COMPLETION REPORTS, FILING STATEMENTS OF BENEFICIAL USE, OR OTHERWISE LAWFULLY APPL YING THE WATER TO BENEFICIAL USE ON A REGULAR BASIS WITHOUT WASTE. 22. AREA B. CONTRACTS: IF APPLICANT'S WELL OR OTHER WATER RIGHT THAT IS THE SUBJECT OF THIS CONTRACT IS LOCATED OUTSIDE" AREA A" AS DESIGN A TED BY THE DISTRICT, THEN THIS PARAGRAPH APPLIES: THE AUGMENTATION WATER PROVIDED BY THE DISTRICT UNDER THIS CONTRACT MAY ONLY PROTECT APPLICANT'S WATER RIGHT FROM A CALL ON THE COLORADO RIVER AND MAY NOT PROTECT APPLICANT FROM A CALL FROM ANY OTHER SENIOR RIGHT. NO REPRESENTATION OTHERWISE IS MADE BY THE DISTRICT. IF THIS IS A CONCERN TO APPLICANT, THIS CONTRACT MAY BE RESCINDED UPON WRITTEN NOTICE DELIVERED TO THE DISTRICT BY THE APPLICANT WITHIN THE 5 NEXT 30 DAYS FOLLOWING THE AFFIXING OF SIGNATURES ON THIS CONTRACT IN WHICH EVENT ALL SUMS PAID BY APPLICANT FOR THIS CONTRACT SHALL BE IMMEDIATELY REFUNDED TO APPLICANT. Applicant ) ss. acknowledged before me o -~7'--"'r--T"'h'-~"'--"""""---'----=--=----'-~~---· Witness my hand ,,_=~LL.W~=--) ) ss. Lh''lf'"""''L-..;J------"-:,,'--) ORDER After a hearing by the Board of Directors of the West Divide Water Conservancy District on the Application, it is hereby ORDERED that said Application be granted and this Contract shall be and is accepted by the District. WEST DIVIDE WATER CONSERVANCY DISTRICT By President Date This Contract includes and is subject to the terms and conditions of the following documents which must accompany this Contract: 1. Map showing location of point of diversion (use map provided) 2. Application and Data Form fully completed and signed The printed portions of this form, except differentiated additions or deletions, have been approved and adopted by the West Divide Water Conservancy District. Form #WDWCD 050901 CONTRACT. 6 33 Four Wheel Drive Road Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com July 23, 2021 Betty Collins bettyjocollins@hotmail.com Onsite Wastewater Treatment System (OWTS) Inspection 5352 CR 233 Garfield County, Colorado Betty, As requested, CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) inspection at 5352 CR 233 Colorado on June 5, 2020. The legal description of the 1.05-acre property is as follows: Subdivision: Section: 5 Township: 6 Range: 92 TR IN LOTS 3 & 4 Parcel ID: 2179-052-00-359 ALL SERVICE septic, LLC designed this system, and the installation observations are documented in a letter dated December 28, 2016. The OWTS is documented by Garfield County Permit SEPT-10-16- 4468. The system consists of a 1250-gallon, two-compartment Precast Concepts® concrete septic tank with an Orenco® ProPak pumping system and PF5005 pump in the second compartment. Effluent is pressure dosed through a 1.5-inch diameter pump line from the septic tank to an Orenco® model 6402 automatic distributing valve (ADV), which was installed at the high point in an insulated riser, and accessible is from grade. The STA consists of two beds, each with 4 rows of 8 ‘ARC ADS’ chambers, for a total of 64 chambers and 960 square feet of infiltrative area. The chambers were installed at native grade in order to maintain the required 4-foot separation to high seasonal groundwater. Sand filter material was added to level the bed, where needed. Chamber rows in each bed are connected with level, 1.5-inch diameter manifolds. In May 2020 we were notified of some saturation issues in the eastern bed. Along with Altitude Septic, we did trouble-shooting to assure there were no broken pipes or issues with cycling of the ADV. We took the eastern bed off-line temporarily in hopes to alleviate saturation. After a month of only the western bed being on-line, we checked and saturation in the eastern bed remained. The western bed remained dry, despite being the only portion of the STA on-line. We believe the saturation was the result of upgradient drainage from irrigation and/or ditches. We recommended installation of an interceptor trench drain to divert up-gradient drainage around the STA. While an interceptor trench was recommended to mitigate the issues, changes to upgradient irrigation practices, including an irrigation ditch to the north being placed in a culvert, there have been no saturation issues since the changes. Both mounded STA beds have been online since Fall 2020. Photos below were taken July 22, 2021 with intermittent monitoring of the mounded STA through the spring and early summer 2021 with no saturation observed. This evaluation is not a guarantee of future system performance. Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector’s expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions. Sincerely, Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 11044ITC Exp. April 2022 Civil Engineering Fix It Too Subdivision BUl#20016.01 St1rveyfag & (]Jeyontf ~o.dar-fe Minor Subdivision Application October 9, 2020 U "lintl Wastewater Management & Systems Plan This Wastewater Management & Systems Plan discussion is provided in accordance with Article 4 Section 4-203.N of the Garfield County Unified Land Use and Development Code and follows the outline provided therein. N1. Wastewater Management: a. The proposed subdivision is rural and will not be served by an existing public collection system or treatment facility. b. OWTS 1) The property was previously developed with a single-family residence and an ADU . Each building structure is served by as separate individual sewage disposal system (ISDS). The ADU system was repaired in 2017 under Garfield County Permit# SEPT-10-16-4468. The system for the single-family home was installed in 2008 under Permit #4429. Both systems were recently inspected by CDO, Inc. (reports attached). The main single-family residence will serve Lot 1 of the Fix It Too Minor Subdivision and the ADU system will serve Lot 2. Copies of the permits have been attached . 2) The Natural Resources Conservation Service (NCRS) Web Soil Survey indicates that the site soils are Type-C Potts Loam which have a slow rate of water transmission (attached). That combined with the existing permits conclude that the soils are suitable to meet County requirements. 3) The approximate locations of the existing systems have been included on the Site Plan. 4) Per Permit #4429, the soil percolation rate for the main single-family residence is approximately 72 min/in. ', 5) Per the design pre pa red by All Servi ces Septic, the soil long term acye ptance rate (L TAR) for th e ADU is approxim ately 0.35 gallons per sq ua re ,f6ot. 6) A proposed management plan for operation and maintenance of on-site- systems has been attached. c. No new treatment facilities are proposed. d . Individual ISDS/OWTS systems will be constructed , managed and maintained at the sole cost of the individual owner/user. e. Any future or replacement OWTS system will be designed by a qualified professional engineer licensed by the State of Colorado and reviewed by the Community Development Department. f. N/A g. Individual ISDS/OWTS systems will be managed, maintained and repaired at the sole cost of the individual owner/user. h. N/A i. Each of the proposed two (2) lots will be served by its own existing ISDS/OWTS system. Boundaries Unlimited Inc. understands that both systems are operating satisfactorily. Any future systems will have to comply with County and State standards and regulations in force at the time of permitting. Page 11 of 3 \lli ~-t~--~:~•:;-;;j,,:~· . :-:-·.-----. »;•--· ~--':-: . . ' . Glenwooa Sifrlrigs}~Ct~.110~\ .. )., ,9?_0.945.5252 I . www.bu-inc.com -~~±:'--=-·· • I. • • • j. Both lots will be 2.0 acres or larger which allow the permitted ISDS/OWTS systems to be utilized. Deric J. Walter, PE Boundaries Unlimited Inc. Acknowledged by : _____________ _ Attachments Betty Collins Owner/Applicant • OWTS Maintenance and Management Plan • Permit# SEPT-10-16-4468 • Permit #4429 • CDO, Inc. Reports Page 12 OWTS MAINTENANCE AND MANAGEMENT PLAN Fix It To o Subdi v is ion Garfield County, Colorado October 9, 2020 The Subswface Investigation and Onsite Wastewater Treatment System Design, prepared by All Service Septic dated April 18, 2016, for 5352 County Road #233, Garfield County, Colorado, indicated that the soil conditions of the property consist of dark brown, moist silty clay loam to a maximum depth explored of 4.5-feet. No bedrock or groundwater was encountered, although the moisture content in the soil increased with depth. No mottling of the soils was observed. A tactile analysis of the soils was taken from the Test Pit at approximately 1-foot below grade. The soil formed a ball and a ribbon 1 to 2-inches in length before breaking. Soil structure shape was blocky, soil structure grade was moderate, and consistence was firm. The texture of the soil was very smooth. Any new Onsite Wastewater Treatment System (OWTS) installed within the Subdivision shall comply with current Garfield County OWTS Regulations and the following additional requirements: A. each system shall be designed by a professional engineer registered in the State of Colorado pursuant to Colo. Rev. Stat. §12-25-111 (1999); B. each system design shall adequately address the soil conditions present at the Lot site, which shall be verified through appropriate on-site testing by a professional engineer; C. each system shall be designed to adequately service the anticipated wastewater demand; D. the tops of all tanks or risers extending there-from shall be surface accessible to facilitate system maintenance, monitoring and inspections; E. absorption fields or trenches shall adhere to minimum setbacks as regulated by the Colorado Department of Health, Regulation No. 43 On-Site Wastewater Treatment System Regulation, most recent edition, or as established by Garfield County; F. proper mitigation (diversion) of drainage and flood irrigation for the absorption field or trench areas shall be included in the design and construction; G. each system shall be designed with sufficient area specifically allocated for a reserve leach field to ensure that a future replacement is possible. The reserve leach field shall meet the same design criteria as the primary field and shall not be constructed over with driveways, buildings or other permanent structures; and H. septic tanks shall be fitted with an effluent filter. Following OWTS installation, each Lot Owner shall provide the Association (if one exists) and the Garfield County Community Development Department with as-built drawings in relation to the other improvements on the Lot, to scale, depicting the location and dimensions of the OWTS Page 11 of 3 facilities including the absorption field and monitoring pipes, all applicable design, operation and maintenance specifications of the system's manufacturer and written certification from the design engineer that the OWTS was installed in conformance with the requirements above stated and all applicable design specifications of the manufacturer. In the event no Association exists or that the Association fails to properly implement and enforce the design and performance standards set forth in this paragraph, the Board of County Commissioners for Garfield County, Colorado and its duly authorized representatives and agents, shall have all the right to enter upon the property and implement and enforce such standards at the expense of the affected Lot Owner or exercise any other right or power afforded under this Restatement including, but not limited to, the initiation of appropriate proceedings in the District Court for Garfield County, Colorado, to compel enforcement of the same. The provisions of this paragraph shall not be amended or repealed by the Homeowners Association or Lot Owners without the written consent of the Board of County Commissioners for Garfield County, Colorado. In order to ensure that each OWTS installed within the Subdivision is inspected on a regular basis and properly maintained, the responsibility and authority for such inspection and maintenance shall be vested exclusively within the Association. This management plan is not intended to provide for common ownership of the OWTS(s) or to provide common funding for the construction, repair or replacement thereof. Such ownership and responsibility for construction, repair and maintenance shall remain with the Lot Owner. A In accordance with the above, the Association and Lot Owner shall : 1. retain at all times, the services of qualified personnel to inspect the OWTS(s) and to perform all maintenance and repairs necessary to ensure that same are installed properly, remain in good operating condition and comply with the performance requirements set forth within; 2. inspect the operating components of each OWTS within (30) days of being placed into operation; thereafter, each OWTS shall be inspected every year and the septic tank pumped at the time that the solids (settled and floating) accumulate to a level of 20 percent of the effective capacity of the tank; and 3. maintain at all times written or other permanent records documenting the date each OWTS was inspected or tested, the results of such inspections or tests and the extent of all maintenance and/or repairs performed. All documents maintained by the Association and Lot Owner pursuant to this provision shall at all times be available for inspection by other lot owners and/or authorized representatives of Garfield County. B. The following provisions shall apply in the event the estimated maintenance or repair costs required of any OWTS exceed $1000.00 in total during any one calendar year: 1. the Association shall give the Lot Owner and the Garfield County Community Development Department written notice of the nature and extent of the work necessary, to return the OWTS to good operating condition and/or bring the OWTS System within the performance requirements set forth within; Page 12 of 3 2. within (10) days of receipt of such notice, the Lot Owner shall at his or her own expense submit an application for an OWTS Permit to Garfield County to repair or replace the OWTS; 3. within (30) days of receipt of such Permit, the Lot Owner shall at his or her own expense, cause to be completed, the repairs set forth within the notice. In the event the Lot Owner fails to complete such repairs within this the period to the satisfaction of the Association, the Association shall have the authority, in addition to any other remedy provided within this Restatement, to take any of the following actions: a. to impose against the Lot Owner, a fine not to exceed $200.00 for each day in which the OWTS System remains unrepaired; b. to complete on behalf of the Lot Owner the required repairs to the OWTS. All costs included by the Association in connection with the restoration shall be reimbursed to the Association by the Lot Owner of the Lot, upon demand. All un- reimbursed costs shall be a lien upon the Lot until reimbursement is made which may be enforced in accordance with the provisions of this Restatement; and/or C. In the event the Association fails to properly implement and enforce the provisions of this management plan set forth in this Article, the Board of County Commissioners for Garfield County, Colorado and its duly authorized representatives and agents, shall have the right to enter the Subdivision and implement and enforce such provisions at the expense of the Lot Owner or exercise any other right or power afforded under this Restatement including, but not limited to, the initiation of appropriate proceedings in the District Court for Garfield County, Colorado, to compel enforcement of the provisions of this management plan. D. To encourage the health and longevity of the OWTS system, the Lot Owner shall consider the following; 1. Minimize the amount of water that goes down the drain, the better the system will work. 2. Minimize solids going down the drain. 3. Eliminate garbage disposals or keep the use of garbage disposals to a minimum. 4. Minimize grease and oils that go down the drain. 5. Use lint filters on laundry machine drains. 6. Keep sand and dirt out of the building drain. 7. Avoid flushing sanitary napkins or paper products other than toilet paper. 8. Do not use lye-based drain unclogging chemicals such as Draine, Oven-Off, or other strong cleaning agents 9. Do not put any "root deterrents" down the drain. 10. Do not pour paint thinner, pesticides, paints or photo lab chemicals down the drain 11. Minimize use of chlorine bleach and toilet additives. (adapted from The Septic System Owner's Manual, 2000, Shelter Publications, Inc., Solinas, CA 92924) E. The provisions of this OWTS MAINTENANCE AND MANAGEMENT PLAN shall not be amended or repealed by the Homeowners, Association or Lot Owners without the written consent of the Board of County Commissioners for Garfield County, Colorado. Page I 3 of 3 cG '1arfteld County Community Development Department 108 8°1 Street, Suite 401 Glenwood Springs, CO 81601 Phone (970) 945-8212 p KEEP AVAILABLE AT PROJECT SITE Permit Type · epti -ALT/ Repair Work Classification R pair . . ------------- PERMIT# SEPT-10-16-4468 Issue Date 12 12017 Expiration Date 9/19/2 017 -------_-_-::_=======:::: Project Address _5_35_2_C_R_2_3_3 ____________ Parcel No. 217905200359 Subdivision ______________ Lot __ _ Section-Township-Range 05 -06 -92 Owner Phone 970-618-4682 Owner Name Bruce & Betty Collins owner Mailing Address PO Box 1017 Silt, CO 81620 Contractor(s) Diedrich Construction W k D . ti Repair to existing septic system or escrip on: Contractor Phone 970 -618 -2364 Valuation -------------- Square Feet ____________ _ IMPORT ANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION. PLEASE NOTE: Final inspection of the work authorized by this permit is required. A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. A Building Permit becomes null and void if the authorized work is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement. L\-\)'~-U6 c.~ \O~L,~ $ ~(Fn~J GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 4 4 2 9 108 Eighth Street, Suite 201 Assessor's Parcel No. Glenwood Springs, Coloradof 81601 Phone(97~945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY \J \ ttr=:>'r\ e This does not constitute a building or use permit. Owner's Name ____ ,...._."--'f-~--Q.,_. ..... ll.J=-"'..,i,.'""Cj __ Present Address ~\) U)V\,\'e V\O~e cjf. Phone b lB ~ lf (,rSd-. System Location ~ er ~ Z:>°31 R ,~\ e 5:3 YD C\ \,in_ ~"' 2,~ OC)-~,o Legal Description of Assessor's Parcel No.-°'"'-'--' 1-'-"\-'--_V_' oJ _____ -=c <.)-'v _17__,_ _________________ _ SYSTEM DESIGN /St:?(J Septic Tank Capacity (gallon) _.....,7'---_C. __ Percolation Rate (minutes/Inch) Required Absorption Area -See Attached Special Setback Requirements: ______ Other Number of Bedrooms (or other) ._s- 9'6, f§ Sf,~~ /,/41 7/<ICA/e# -r-9'e> 4-'A//;"3"° C) r & 4- Date ____________ Inspector ________________________ _ FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System lnstaller ___ ~--------------------------------- Septlc Tank Capacity /4 Sfl 0 Septic Tank Manufacturer or Trade Name __ c__,,,e7,CCJi~,:__.:._7£'s-,:._....1,?:"'--""A~/l/J.i.-P:......... __ __,C~a.:,;;..e.~"'-£..Jek<:C.,£.~';C,.,,,-==-,1.7:..,7e;'L!...-,:,:e:·:__ ___ _ Septic Tank Access within 8" of surface ----------------------------- Absorption Area _____ f:-w:~-·· --=,S----=5=---o~?{.,....,,___._0___._Z-__ .,__/,.L.._'/(._)=------.J:z;e__;.~__;:;___:e-:~/ll<~C~fi..-L-___ _ Absorption Area Type and/or Manufacturer or Trade Name --'7'----'-$ _ _.,,d:.....,;.~--'-0_1".....:'.$;;;,__ __ &_· -~----'-/1.--'~--"--=c=--· ....:3=-_,.,(R,o:;__ __ Adequate compliance with County and State regulations/requirements, ____________________ _ Other _______________________________________ _ Date ________ Inspector ~/4----=e,:..,_{,,.::;__--=-~.....;.~~~..;;;....:...V/.L../-=Cc..:..· /C-'---_S.=· ;;_,:~.__:.~---'-'-1/--"C-=---- RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITION$: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.$. 1973, Revised 1984. 2. This permit Is valid only for connect ion to structures which have tully complied wlth County zoning and building requirements. Con• nection lo or use with any dwelling or structures not approved by th e Building and Zoning office shall automatically be a violation or a requirement of the permit a nd cause for both lega l act ion and revocation of the permi t. 3. Any person who construc ts, alters, or Install s an Individual sewage disposal system In a mann er which Involves a knowing and material variation from the terms or spec ifications contained in the application of perm l1 commits a Class I, Petty Offense ($500.00 fine -6 months in Jail or both), I 2 3 4 5 .,-~ D 6 7 8 9 10 11 GARFIELD COUNTY SEPTIC PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 www.crarfi,,_1;1 _ct1 11nlv.cQID Parcel No:-o/l~nforma\lon ~vaijable al th~ssort office 970-945-9134) ,::J I 0.,-60 -~,._ Job Address : (ii an address has not been ass igned, olease provldej,r, Hwy or Street Name & City) or and §1' description .:Z 3 't.fi '(j; ,R· f f5 ..-.. . l c ~· S3Sc:? (¥, /? 3 , 1 , 1 , --_,___ I .o ~:;-(-) Lot Size: S A-c,re...5 Lot No: Block No: Subd./ Exemption : Owner: (property owner) Mailing Address µ. c.c ; 'l'0 ·c;7 1&;.tly · a lbn.5 ~s-o tJh /k fhv.se /JJJ. ~ 18-'-lt,_ r;a- Contractor: Mailing Address Ph: Engineer: Malling Address Ph : ~rr"L-1 7)6ble_ PERMIT REQUEST FOR: pci · New Installation ( ) Alteration WASTE TYPE: ~welling ( )Transient Use ( )Commercial or Industrial ( )Other -Describe . -. BUILDING OR SERVICE TYPE: "n I r-! ..JvV "--"' -.,,, / //IA A 1 IA (<to u. s.e-\ Number of bedrooms s -\, . 'fiarbage Grinder ( )Yes SOURCE & TYPE OF WATER SUPPLY: P<}WELL ( )SPRING ( )STREAM OR CREEK If supplied by COMMUNITY WATER, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: !,-/Y1. I /,p A Was an effort made to connect to the Community System? ,.//.Ll All Ph: w'ol-s-o.?.<J~ ~ /s- All Ph : Alt Ph: ( ) Repair ( )Non-Domestic wastes P()No NCISTERN YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN 12 GROUND CONDITIONS: Depth to 1st Ground Water Table Percent Ground Slope 13 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED : ''K}SepOc Tank ( )Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet ( )Recycli ng , Potable Use ( )Recycling, other use ( )Pit Privy ( )I nclneralion Toilet ( )Chemical Toilet I }Other-Describe 14 FINAL DISPOSAL BY: ~sorption trench, Bed or Pit ( )Underground Dispersal ( )Above Ground Dispersal ( )Evapotranspiration ( )Sand filter astewater pond ( )Other-Describe 15 Will effluent be discharged directly into waters of the state? ( )YES ( )NO 16 PERCOLAT ION TEST RESULT: (lo be completed by Registered Professional Engineer, If the Engineer does the Percolation Tes() Minutes per inch in hole No.1 Minute s per inch in hole No,3 Minutes per Inch in hole No.2 Minutes per inch in hole No._ Name, address & telephone of RPE who made soil absorption test: Name, address & telephone of RPE responsible for design of the system: 17 Applicant ack nowledges that !h e completeness of the application is condillonal upon such further mandatory and additional test and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of lhe evaluat io n of the application ; and the issuance of the permit Is subject to such terms and condiUons as deemed necessary to insure compliance with rules and regulations made, Information and reports submitted herewith and required to be submitted by the applicant are or wilt be rep resented to be true and correct to the best of my knowledge and belief and are designed lo be rened on by the local department of health In evaluallng the same for purposes ol issuing the permit applied for herein. I further understand that any falsificatioh or misrepresentation may result In the den ial of the application or revocation of any permit granted based upon said application and legal aclio~ perjury as provide?J~-~7~ .. H /v ~S -(p -08 OWNERS SIGNATURE/) (_,/V DATE STAFF USE ONLY Permit Fee: Total fees: Building Permit#: /0 March 24th 2008 Betty Collins P0Box2844 Glenwood Springs, CO 81602 Ph 970·618-5033 Fax 303-216-2796 350 White Horse Drive New Castle, Colorado 81647 Project No. 1464 Onsite Wastewater System Design, Proposed 5-Bedroom Residence -to ~ 538 D c.f2__ .;)__ ~a 5352 County Road 233, Silt Mesa Road Garfield County, Colorado Betty, ALL SERVICE septic, LLC evaluated the subsurface investigation prepared by HP Geo-tech, Job No 105 877, and prepared an onsite wastewater system (OWS) design for the subject residence. The property is located in Garfield County, in an area where OWS are necessary. SITE CONDITIONS There is an existing residence and a storage barn on the subject site. A 5-bedroom single-family residence with a garage is proposed. The property slopes approximately 5% to the southeast. SUBSURFACE The subsurface was investigated by HP Geo-tech by excavating one Profile Pit and three percolation holes as indicated on Figure 1. HP Geo-tech indicated the test has a 6-inch topsoil layer, underlain by sandy, silty clay to the maximum depth explored of 8 feet. Groundwater was encountered at 5.5 feet. Percolation rates ranged from 15 to 180 minutes per inch (MPI). A 72 MPI rate will be used to design theOWS. DESIGN SPECIFICATIONS The OWS design is based on 5-bedrooms and an average sewage load of 750 GPD. The installation must include a 1500-gallon, two-compartment, precast concrete septic tank, with the addition of an effluent filter in the second compartment. Tank alternatives may be considered. Five gravelless chamber trenches must be installed as indicated on plans provided. Four of the trenches must have 20 'Quick-4' chambers and one row must has 18 'Quick-4' chambers, for a total of 98 chambers, equaling 968 square feet (SF) of infiltrative area. A distribution box should be used to distribute effluent. The trenches must be installed at a maximum depth of 1.5 feet beneath existing grade. Partial mounding will be necessary to maintain 1-foot of soil cover on chambers. If this depth cannot be achieYed a pump may be necessary to direct effluent to trenches. Our office should be confacted for specific pump details if a pump is necessary. ows n 'esign Project No. 1464 3/24/08 Page2 Construction must be according to the county ISDS regulations, the septic permit provided by Garfield County Environmental Health Department, and this design. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced during and prior to re-vegetation. Geo- fabrics or plastics should not be used over the drain field. No heavy equipment, machine1y, or materials should be placed on backfilled drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Septic tank risers should extend to grade. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on info1mation submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, AL~~p~c, LLC Timothy£;, 3 copies OWS Design Project No. 1464 3/24/08 Page3 SITE PLAN AND LOCATION OF PERCOLATION HOLES PROPOSED STORAGE BARN 5352 COUNTY ROAD 233 ALL COLLINS RESIDENCE SERVICE SEPTIC, LLC GARFIELD COUNTY, COLORADO 970-618-5033 t SCALE l" = 80' NO RTH PRO. NO. 1464 FIGURE 1 LOCATION OF PROPOSED ONSITE WASTEWATER SYSTEM THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. I I I I I I 1500-GALLON, TW9-CQ!V)PARTMENT · Cj,)NCRETE-SE.e._TIC TANK WITH /-EFFLUENT F1LTERC7N.O~ __ ..,.,_,...'¥'--__. I I // FIVEGRAVELLESS CHAMBER TRENCHES . IPES _ -J / FOUR TRENCHES WITH 20 'QUICK-4' ,,,,..,---I I 1/ / -CHAM6_ER$ AND ONE TRENCH WITH 18 / I / 'QUICK-4~ERS. CHAMBERS MUST BE / INSTALLED NO DEl=PER-t'HAN-'1.-5-FEEf.,--__,,,.,,,, I // PARTIAL MOUNDING MAY BE NECESSARY. TOT AL NUMBER OF CHAMBERS = 98 ~ // /rorfi:t'A~ = 968 SF OF AREA _.,..,,,---------~ r / -------: I/ // --- , / I / LL _______ _ I . I ---~ / SCALE I" = 50' NORTH 5352 COUNTY ROAD 233 ALL PRO. NO. 1464 SERVICE SEPTIC, LLC COLLINS RESIDENCE GARFIELD COUNTY, COLORADO 970~618-5033 FIGURE 2 DESIGN 5-BEDROOM RESIDENCE LOADING = q = 750 GALLONS PER DAY PERCOLATION RATE= 72 CAL CU LA TED AREA= ((1 .5 X q) X sqrt 72) f 5 = 1910 SF PROPOSED AREA = 191 0 SF X 50% REDUCTION = 955 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET= 1 CHAMBERS LENGTH OF 'QUICK-4' TRENCHES= 72/80 FEET= 18(20 CHAMBERS TOTAL NUMBER OF 'QUICK-4' CHAMBERS= 98 TOTAL INFILTRATIVE AREA =987 SF FIVE TOTAL TRENCHES DRAIN FIELD CROSS SECTION -TYP. 4"PVC / OBERVAT ION PIPE GRAVELLESS CHAMBER (4'x 3') TO ADDITIONAL TWO TRENCHES 0 TOPSOIL MUST BE PLACED ON TOP OF EXCAVATED TRENCH TO CREATE PARTIAL MOUND AND MINIMUM 2' DEPTH SCARIFY SURFACE PRIOR TO PLACEMENT OF CHAMBERS AND PLACEMENT OF TO PSO IL PLAN VIEW -TYP. GRAVELLESS CHAMBER 'QUICK-4' OBSERVATION PIPE rtNISHEP GRAPE SLIP-ON PVC CAP no NOT GLUE EFFLUENT ~INE -4' ~CH?,-~R ◄0 S~,V.C,INSULATED COPPER TRACtR VI RE HAY BE IN~TALLED TD ~□C ATE: U~ IN .UTl.ll!E / S~EEP / 2 ~AY CLEAN □UT DETAILS (N.T.S) TYPICAL INFIL TRATOR(R) QUICKL.(TM) CUT SHEET -----52"---- 4" PVC PIPE . SERIAL OVERFLOW LINES TO BE INSTALLED IN 'HIGH' PORTS ON END PLATES . J 3 FEET 7 ~...l,.._______...J._____.l,___..L__....L__..l....__l--'------1..-..l...___1-_.L.-.-L.-.._____________.1....--.1..-.-o tJ 20 CHAMBERS PER TRENCH (18 CHAMBERS FOR LAST 6 FEET MIN TRENCH) 0 ,-------------------80'--------------------i INFILTRATOR END PLATE PROJECT ND, 1464 PVC LINE F ROM TAN~. FIGURE 3 1500-Gallon (min), 2-Compartment Septic Tank with 4" Dia. Biotube® Effluent Filter PVC or Concrete Risers with Grommet(s) (bond to tonk adop ter with /2 recommended adhesive)~ e Ground y From Risers -~-, I' Conduit to ---e 1".;'rj Alarm Panel Conduit Seal --.J Top of tee to come to 1 " from top of tank lid Inlet Tee---~ ,'\.J I i ~ ALARM IS OPTIONAL ORENCO BRAND NAME NOT ENFORCED Patents # 4,439,323 & 5,492,635 Foreign Potents Pending © 2002, Orenco Systems, Inc. 1 2"J Liquid Level COPELAND TANK CENTER PORT ACCEPTABLE ALTERNATIVE TO PVC TEES I High Level Alarm Float (optional) 'VC Splice Box w/Cord Grips Fiberglass Gasketed lid with Stainless Steel Bolts Filter Cartridge Handle (fi eld cut to desired height) ~ Tank Adapter (cast or bolted) i-----Vent Orifice Effluent Discharge f'---Modulating Discharge Orifices ----Vault Inlet Ports Filter Cartridge '----Effluent Filter PROJECT NO 1464 HP Geotech Soils Report Job No 105 877 APPROXIMATE SCALE: 1" = 100' COUNTY ROAD 233 (SILT MESA ROAD) / --,. ~ .....___ --- ) / , ......,__ 5(i10,0!.-- / EXISTIN.P" --_. ( RJ:SIDE.M"C E J 51851.R. 233 ----- I; / ----;;:-/ --/ lf / / ---PIT4 - it}: / / ~,,_. __ " / / / -~-1 I / _,,,.. /PROPOSED / STORAGE I I I / BAR~--~/ ;/I,/'/ 'w I / r-/ ,,,,,.,,... 6Go.o0/ -- [j I I/ ~IT3 /~ I I J ';:--.. q,ti' /2IT2 V PROPOSED I I I /PI T11\? p OPOSED ■ / "GARAGt \ I ■ RESIDENCE .J/ (J. ;(J / /'-....... / P-3 // "-, / P-2 t6,._ t6.. ,,.---7 / "-. P-1t6.. ■7 I / '-......._ / PROFILE / / ---/ PJT -I "' / 1/ / "-._ / 1/"" -----, 11 II '-----✓ / ~--=-6§§!!!!0..__ -:::----=--=--~ \ ~dJ 105 877 ~tech LOCATION OF EXPLORATORY PITS AND PERCOLATION TEST HOLES FIGURE 1 HEPWORTH-PAWLAK GEOTECHNICAL • I PIT1 ELEV.=5559' 0 5 _ 10 LEGEND:. WC-=20.9 D0=105 PlT2 ELEV.=5559 1 WC=1B.5 DD =106 PIT3 ELEV.=5559' WC =2412 DD"'10 PIT4 ELEV.=55641 WC=24.9 DD=98 TOPSOIL; organic silly clay, soft to medium stiff, moist to very moist, dark brown. PROFILE PIT ELEV. =5556' ClAY (CL); silty, sandy, medium stiff to soft with depth, very moist becoming wet near and below groundwater seepage level, brown. 2" Diameter hand driven liner sample. Free water seepage in pit at time of excavation. NOTES: 1 . Exploratory pits were excavated on D~cember 1, 2005 with a backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. · 0 5 10 3, Elevations of exploratory pits were obtained by interpolation between contours shown on the site plah provided. Pit logs are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. Water level readings shown on the logs were made at the tlme and under the condltions indicated . Fluctuations in water level may occur. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) 'tu if I '..r: 15. m Cl 105 877 ~tech LOGS OF EXPLORATORY PITS FIGURE 2 HEP WORll-1-PA\IA..AK GEOlECHNICAL HOLE NO. HOLE DEPTH (INCHES) P-1 42 P-2 28 P-3 11 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 2 PERCOLATION TEST RESULTS LENGTH OF WATER WATER INTERVAL DEPTH AT DEPTH AT (MIN) START OF END OF INTERVAL INTERVAL (INCHES) {INCHES) 15 9 7½ 71/i 5½ 5½ 4 4 23/4 Re-filled 7½. 6½ 61/:z 5½ S½ 41/.:i 15 8½ 8 8 7¼ 7¼ 6½ 6½ 53/4 5·¾· 5¼ 5¼ 4½ 41/.z 3¾. 15 9 9 9 ·8¾ . 8¾ 8¾ 8¾ 81/.2 81/.i 8½ 8½ 8¼ 8¼ 8¼ DROPIN WATER LEVEL {INCHES) 1½ 2 1½ 1¼ 1 1 1 ½ 3/4 ¾ ¾ ½ ¾ l!/4 0 ¼ 0 ¼ 0 ¼ 0 JOB NO. 105 877 AVERAGE PERCOLATION RATE (MIN,/INCH) .15 23 180 Note: Percolation test hol~ were hand dug In the bottom of backhoe ptts and soaked on December 1, 2005. Percolation tests were conducted on December 2, 2005. The average percolation rates were based on the last three readings of each test. Betty Collins 350 White Horse Drive New Castle, CO 81647 Installation Observation, Existing Residence 5352 County Road 233 Garfield County, Colorado Ms. Collins, Project No. 1464 ALL SERVICE septic, LLC perfonned an installation observation on October 13 th 2008 for the subject property. The installation included a 1500-gallo.11, two-compartment precast concrete septic tank with an eftlue11t filter, followed by 5 rows of' ARC 36' ADS chambers. Four trenches have 16 chambers and one trench has 14 chambers for a total of 78 chambers. The total infiltrative area installed was 965 SF. Serial distribution will distribute effluent. The installed chamber area is 3 SF feet less than the proposed area per pur design letter dated March 24th 2008. This difference will not affect drain field performance. The OWS was installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. LIMITS: \ The observations were based on information submitted. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and ~ demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, AL~~LC Timothy R. Pe(z 2 copies sent Copy sent to Garfield County ~\) B,t1>)• 38662 '-l\·\--~\ --0 March 11, 2021 33 FOUR WHEEL DRIVE ROAD CARBONDALE, CO 81 623 970.309 .5259 CAR LA.0STBERG@GMA IL .C 0M Betty Collins betty jocoll ins@ hotma il.co m Onsite Wastewater Treatment System (OWTS) Inspection 5352 CR 233 Garfield County, Colorado Betty, As requested, CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) inspection at 5352 CR 233 Colorado on June 5 , 2020. The legal description of the 5 .35-acre property is as follows : Subdivision: Section: 5 Township: 6 Range: 92 TR IN LOTS 3 & 4 Parcel ID: 2179-052-00-359 ALL SERVICE septic, LLC designed this system and the installation observations are documented in a letter dated December 28, 2016. The OWTS is documented by Garfield County Permit SEPT-10-16- 4468. The system consists of a 1250-gallon, two-compartment Precast Concepts® concrete septic tank with an Orenco® ProPak pumping system and PF5005 pump in the second compartment. Effluent is pressure dosed through a 1.5-inch diameter pump line from the septic tank to an Orenco® model 6402 automatic distributing valve (ADV), which was installed at the high point in an insulated riser, and accessible is from grade. The soil treatment area (STA) consists of two beds, each with 4 rows of 8 'ARC ADS' chambers, for a total of 64 chambers and 960 square feet of infiltrative area. The chambers were installed at native grade in order to maintain the required 4-foot separation to high seasonal groundwater. Sand filter material was added to level the bed, where needed. Chamber rows in each bed are connected with level, 1.5-inch diameter manifolds. In May 2020 we were notified of some saturation issues in the eastern bed. Along with Altitude Septic, we did trouble-shooting to assure there were no broken pipes or issues with cycling of the ADV. We took the eastern bed off-line temporarily in hopes to alleviate saturation. After a month of only the western bed being on-line, we checked and saturation in the eastern bed remained. The western bed remained dry, despite being the only portion of the STA on-line. It is possible the saturation is a result of up gradient drainage from irrigation and/or ditches. In the Fall of 2020, the eastern bed was turned back on-line and inspection ports were dry with no evidence of saturation at that time . You noted that there has been a change to up gradient irrigation practices. We recommend monitoring the STA in the spring/ early summer. If any saturated ground is observed along the eastern bed , we recommend the installation of an interceptor trench drain to divert up-gradient drainage around the ST A . INTERCEPTOR TRENCH DRAIN RECOMMENDATIONS We suggest this interceptor trench drain be installed approximately 5-feet upgradient of the eastern bed. The interceptor trench drain must extend approximately 1-foot below the elevation of the bottom of the bed, which is at grade. The interceptor trench drain must be 18-inches wide with clean aggregate material surrounding the pipe. Aggregate material to be installed within 1-foot of native grade, covered with a mirifi or soil separation fabric, and capped with native materials (low permeation). A 20 mil PVC liner must be installed on the downhill side of the trench . See Interceptor Trench Drain Section Detail. The trench running parallel with the ST A bed should be 4-inch diameter perforated pipe, and the outlets to the east and west of the STA should be 4-inch diameter solid pipe ~ -. . This evaluation is not a guarantee of future system performance. Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector's expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions . Sincerely, {\1;.-l (~1 0,'Jf h e.,\ 6 Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 110441TC Exp. April 2022 i~ Pump counter at time of inspection Western ST A dry view of mounded bed and inspection port qPublic.nef"' Garfield County, CO Account Number R200323 Physical Address 5380233COUNTY RD Parcel Number 217905200359 RIFLE 81650 Acres 5 Owner Address COLLINS, BETTY J LandSqFt 0 PO BOX 1017 Tax Area 020 SIL TCO 81652 2019 Mill Levy 63 .9580 Date created: 7/17/2020 Last Data Uploaded : 7/17/2020 2:27:43 AM Developed by~ .... Schneider .. 7 GEOSP;\1 I AL 2019Total Actual Value $764,620 D Parcels Roads Parcel/Account Numbers Highways = Limited Access -Highway Major Road Local Road Minor Road Other Road Ramp Ferry Pedestrian Way Owner Name L : Lakes & Rivers -County Boundary Line Last2Sales Date Price 9/5/2018 $0 8/20/2009 $0 \_ GE OTEXTllE FILTER FABRIC 4 INCH PERFORATED PIPE UPGRADIENT OF STA. SOLID PIPE TO DAYLIGHT MIN. SLOPE (1-2%) TO GRAVITY OUTLET NOTES: 0 ~ 0- ,. :·o oi MIN. 5' UPGRADIENT OF STA AND DEPTH OF APPROX. 1' BELOW INFILTRATIVE SURFACE (BOTTOM OF CHAMBER) OF EASTERN STA BED ~ MIN. 20 MIL PVC LINER ON DOWNGRADIENT SIDE AND BOTTOM OF TRENCH. 1. DRAIN PIPE SHOULD LEAD TO POSITIVE GRAVITY DISCHARGE. 2. COVER GRAVEL COMPLETELY WITH GEOTEXTILE FABRIC. 3. PERFORATED PIPE SHOULD BE UTILIZED IN DRAINAGE AREA. WHEREAS NON-PERFORATED PIPE SHOULD BE UTILIZED BETWEEN DRAINAGE ZONE AND OUTLET. 4. GRAVEL SPECIFICATIONS: CLEAN WASHED GRAVEL, 100% PASSING 1.5", 60-100% RETAINED ON #4, <3% PASSING #200. 5. DRAIN SHOULD BE CONSTRUCTED AT LEAST 5-FEET UP GRADIENT OF EASTERN STA BED. 6. BOTTOM OF TRENCH TO BE CONSTRUCTED A MINIMUM OF 1-FOOT BElOW THE ELEVATION OF THE EXISTING ELEVATION OF THE EASTERN STA BED. 0 INTER CEPTO R m.~N'°c.~ •• PRAIN DETAILS ) 5352 CR 233 approx. ~~"---·location of septic tank approx. location M~~ .of STA Legend A N 33 Four Wheel Drive Rd Carbondale, co 81623 970-309-5259 December 28, 2016 Betty Collins bettyjoco ll ins@hotma ll .com Onsite Wastewater Treatment System (OWTS) Installation Observations 5352 CR 233 Garfield County, Colorado Permit SEPT-10-16-4468 Betty, Project No . C 1205 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on November 15 , 2016 for the subject property. Deidrich Construction installed the system. The existing septic tank and soil treatment area (STA) were abandoned in place. The septic tank was pumped, collapsed and remaining void filled with on-site materials . We verified the new septic tank is 60-feet from the existing well, which is located to the east of the existing residence . The new system installation included a 1250-gallon, two-compartment Precast Concepts® concrete septic tank with an Orenco® ProPak pumping system and PF5005 pump in the second compartment. There is filter in the second compartment of the septic tank. This must be cleaned annually, or as needed. The control panel for the pumping system was installed within line of sight of the septic tank. Effluent is pressure dosed through a 1.5-inch diameter pump line from the septic tank to an Orenco® model 6402 automatic distributing valve (ADV), which was installed at the high point in an insulated riser, and accessible is from grade. The STA consists of two beds, each with 4 rows of 8 'ARC ADS' chambers, for a total of 64 chambers and 960 square feet of infiltrative area. The chambers were installed at native grade in order to maintain the required 4-foot separation to high seasonal groundwater. Sand filter material was added to level the bed, where needed. Chamber rows in each bed are connected with level, 1.5-inch diameter manifolds. Effluent is pressure dosed to 1.5-inch diameter laterals , which are suspended with zip ties from the underside of the chambers. Laterals have 5/32-inch diameter orifices facing up, with the exception of the first and last holes facing down for drainage. The orifices were placed 3-feet on center. Each lateral ends in a 90 degree ell facing up with a ball valve for flushing. Inspection ports were placed at the corners of each bed. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWTS in the future . Any additional OWTS construction must be according to the county regulations. LIMITS: Observations are limited to components that are visible at the time of the inspection . The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent of the expertise of the installer, soil type, and weather conditions. Please call with questions . Sincerely, ALL SERVICE septic, LLC View of septic tank Precast Concepts Sewer line from house Pump line to ADV ADV (plumbing out not yet installed) west bed (slightly higher elevation) Looking east Note sand added to maintain level bed N ~ ~ O' 10' 20' Scale: 1 • = 20'-{)" All 11111~ 23 .5 ' 1.5" DIA SCH-40 PVC PUMP LINE TO ADV (MIN 1% DRAINBACK TO TANK) ADV MOVEL V6402A, ACCESSIBLE AT GRADE 1.5" DIA SCH-40 PVC PUMP LINE 1.5" DIA SCH-40 PVC ---- SUSPENDED LATERALS WITH 5/32" ORIFICE HOLES FACING UP 3' OC . FIRST AND LAST HOLES FACE DOWN FOR DRAINAGE INSPECTION PORT AT EACH CORNER OF BOTH STAs 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com X " I °' / " // I I 7 I I X I I I I "' ci "' STORY MODULAR 3-BEDROOM ~ RESIDENCE °' I I I 67' I I I I CONC. W/HOT TUB I I @WEL'./ I/ I I / / / / / I I I I / / / / ,'~ 1 NEW 4" DIA SDR-35 SEWER LINE // / WITH DOUBLE-SWEEP CLEANOUT / (MIN. 2% FALL TO TANK) ,, " / £----EXISTING TANK ABAND9NED / / / / / / / / ----NEw-1250-GAUON, ~0-COMPARTMENT, /CONCRETE TANK WITH PUMP / / / / / / IN SECOND-COMPARTMENT / / / / / / / / / / / / / / / / / / / / / / / ,/ / / / / .,- / / / / .,,. .,,. I I I I / / / \ EACH LATERAL ENDS IN Aw,•...--__... SWEEPING ELL FACIN.(; t1f> WITH A BALL VAL)?E'1N A VALVE BOX FOR FLUSl,f1NG -/ / / / / / / / 0 RECORD DRAWIN,G _,,(.'e / ('2) 12' x 40' MOUNDED CHAMBER BEDS. 4 ROWS OF 8 'ARC ADS' CHAMBERS IN EACH BED = 64 CHAMBERS = 960 SF Collins Residence 5352 CR233 Garfield County, Cclorado Project Number: C1205 Date: 12/28/16 Designed By : CBOI record Reviewed By: RHP Drawn By: AN§_ _ Sheet 1 of 1 r ( L JI() .. July 27, 2020 33 FOUR WHEEL DRIVE ROAD CARBONDALE, CO 81 623 970.309.5259 CARLA.OSTBERG@GMAIL.COM Betty Collins bettyjoco lli ns@hotmail .com Onsite Wastewater Treatment System (OWTS) Inspection _fj3ii(I . CR 233 Garfield County, Colorado Betty, As requested, CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) inspection at 5380 CR 233, Silt, Colorado on June 16, 2020. The legal description of the 5 .35-acre property is as follows: Subdivision: Section : 5 Township: 6 Range: 92 TR IN LOTS 3 & 4 Parcel ID: 2179-052-00-359 The permit (enclosed) was provided by Garfield County Community Development Department. The subject OWTS consists of one 1500-gallon, two-compartment Copeland Concrete septic tank followed by a soil treatment area (STA) comprised of 78 ARC 36 chambers connected serially. Individual Sewage Disposal System (ISDS) Permit 4429 documents the system. The system was sized to accommodate 5 bedrooms. The septic tank lids were accessible from grade. Both septic tank lids are showing signs of deterioration. Both inlet and outlet tees were present. An effluent filter is present on the outlet tee. This filter must be cleaned annually, or as needed. The liquid level in the septic tank was normal at the time of our inspection. We walked the approximate STA and found no sign of surface saturation or evidence of failure at the time of our inspection. This evaluation is not a guarantee of future system performance. Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector's expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions. Sincerely, f'o:_1l (~1 ()s-'f h c \ 8 Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 110441TC Exp. April 2022 View of septic tank Septic tank lids showing signs of deterioration Inlet tee Outlet tee with effluent filter Septic tank, STA to south 5380CR 233 approx. location of STA Legend qPublic.net"~ Garfield County, CO Account Number R200323 Physical Address 5380233COUNTY RD Parcel Number 217905200359 RIFLE 81650 Acres 5 Owner Address COLLINS, BETTY J LandSqFt 0 PO BOX1017 Tax Area 020 SILT CO 81652 2019MIII Levy 63.9580 Date created: 7/17/2020 Last Data Uploaded: 7/17/2020 2:27:43 AM Developed by ,t{ ... Schneider '4lfl-JI' GEOSf>J\TI AL 2019Total Actual Value · Overview I ~· -$ i---~r Legend $764,620 0 Parcels Roads Parcel/Account Numbers Highways = Limited Access -Highway Major Road Local Road ·· Minor Road Other Road Ramp Ferry Pedestrian Way Owner Name [J Lakes & Rivers -County Boundary Line Last2Sales Date Price 9/5/2018 $0 8/20/2009 $0 ½-\J '&\--U6 Ct(. \O~L\~ $ ~(fn~J GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 4 4 2 9 108 Eighth Street, Suite 201 Assessor's Parcel No. Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY \J '-tu.~\-\ e This does not constitute a building or use permit. owaor', Noma ~ Ow,-l;:j Present Address 3.SD U)V\-\"\e; \'\.Of6e c)f. Phone £ lB ~ Lt (.,5"d-. System Location ~ CO d)~:>I {<._\t\e 53 yo (\ \ "1f'1_ f'\\-.::: 2,~ OC)-~'Cl Legal Description of Assessor's Parcel No.-°'~-\,,_,_ 1"\ __ V _'_ u ____ ..... <.)=-(..)_.,__ ________________ _ SYSTEM DESIGN /St:?Cl Septic Tank Capacity (gallon) -~7~_L __ Percolation Rate (minutes/inch) Required Absorption Area -See Attached Special Setback Requirements: ______ Other Number of Bedrooms (or other) s- r' b ?3' Sf,~~/,,<./ 7'/</CA/e/1 r 9'ff 4-"N/T.S c;,F 4? 4- Date ____________ Inspector ________________________ _ FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer ____________________________________ _ Septic Tank Capacity Septic Tank Access within 8" of surface ----------------------------- Absorption Area -----+£_.....,_~_· --=s----=s=------~?{.,....,.r__._6_.......T.,_. _ __,_/'.~'/J=-----<Zlt~~-'--:e-:-'--'--':..tl< _____ c----=-hl.....__ ___ _ Absorption Area Type and/or Manufacturer or Trade Name _...,7 __ $_~AA"-'-'-w;-'-v;_?:-'s ___ &_· -~ ___ A_lfc---'--""c'--·-'3=-_lP,.,.::;;__ __ Adequate compliance with County and State regulations/requirements _____________________ _ Other _______________________________________ _ Date ________ Inspector -------=-/4.........=~-c,."---_£c...........~~~~V/ .... /-=C-'--· /C __ S.-=--'-~-~-1/----'C--c..--__ _ RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITION~: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. Th is permit Is valid only for connection to structures wh ich have fully compl ied with County zoning and building requirements. Con• nectlon to or use with any dwelling or structures not approved by the Building and Zonlr,g office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation ol the permit. 3. Any person who constructs, alters, or Installs an Individual sewage disposal system In a manner which Involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 f{ne -6 months in Jail or both). I 2 3 4 5 ,,~'D 6 7 8 9 10 11 GARFIELD COUNTY SEPTIC PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 / Fax: 970-384-3470 I Inspection Line: 970-384-5003 ww1v . <1arf:iek!·S:Ql!nlv.&Qm, Parcel No:;r~rormation ~vaHable al l~~sors office 970-945 -9134) ,0 I rJ.c:, 60:~ Job Add ress: QI an address has not been asslgne(l, please p~vi\e_£1, Hwy or Street Name & City) or and €JI description .S .3S-d( {I, R .:?,3 3 , ,, r r 1 ~\f U ,R-,(5 .~ I w ~; Lot Size: C Acres Lo t No: Block No: Subd ./ Exemption: Owner: (property owner) Mailing Address /J . C.1 ~~4'7 /&:-t!y . a 101.s ~s-o tJ/2 rk /-hvse [JJ). ~184&f/~ Cont ra cto r: Mai fing Address Ph: Engi neer: P0ble_ Malling Address Ph: l...tz,rr'1 PERMIT REQUEST FOR: jk)' New lnstallatlon ( ) Alteration WASTE TYPE : ~welling ( )Transient Use ( )Commercial or industrial ( )other -Desc ribe . --BU ILDING OR SERVICE TYPE : n , r-UV--' "-v "' "-'7 / /fl/I A 1 A lc:to u Se, \ Number of bedrooms .s -"" . 'Garbage Grinder ( )Yes SOURCE & TYPE OF WATER SUPPLY: .D<JWELL ( )SPRI NG ( )STREAM OR CREEK If suppUed by COMMUNITY WATER, give name of supplier; DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM : 3" /Y1 1 1-.o A Was an effort made to connect to the Community System? ,,,-/LI Alt Ph: t/JQ,.s-oBq~ x I s- All Ph : All Ph : ( ) Repair ( )Non-Domestic wastes P<)No _t)qCISTERN YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN 12 GROUND CONDITIONS : Depth to 111 Ground Water Table Percent Ground Slope 13 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED : ''K}'septic Tank ( )Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet ( )Recycling , Potable Use ( )Recycling, other use ( )Pit Privy ( )Incineration Toilet ( )Chemical Toilet { )Oth er-Describe 14 FINAL DISPOSAL BY: ~sorption tren ch, Bed or Pit ( )Underground Dispersal ( )Above Ground Dlspersal ( )Evapotranspiration ( )Sand filler ) astewater po nd ( )Other-Describe 15 WIii effluent be discharged directly Into waters of the state? ( )Y ES ( )NO 16 PERCOLATION TEST RESULT: (lo be completed by Registered Professional Engineer, If the Engineer does lho Percola\lO!l Test) Minutes per inch in hole No.1 Minutes per inch in hole No.3 Minutes per inch In hole No.2 Minutes per inch in hole No._ Name, address & telephone of RPE who made soil absorption test Name, address & telephone of RPE responsible for design of the system: 17 Appllcanl acknowledges that the completeness of the applicallon is conditional upon such further mandatory and additional lest and reports as may be required by tn e looal health depa11ment to be mad e and furnish ed by the applicant or by th e local heallh departrnent for purposed oflhe eva lu ation of the appllcallon ; and the issuance of th e per mit Is subject to such terms and co ndition s as deemed necessary lo insure compliance with rule s and re{lu lalions made, Informatio n and rep orts submitted herewith and requ ired to be submitted by th e applicant are or will be represented lo be true and correct to the best of my knowledge and belief and are design ed to be re li ed on by the lo cal department ol heallh In evaluallng ih e same for purposes of issuing th e permit applied for herein , I furth er understand that any falsification or misrepresentati on may resu lt In the denial of th e app ll cat1on or revocation of any permit granted based upon said application and legal actio~ perjury as pr~rv--~.· Dr-'~ ~ s-~ -o,9 OWNERS SIGNATURE/ J L7" DATE - STAFF USE ONl, Y Permit Fee: kFee: Total fees: Building Permit#: /0 POBox2844 · ·. GlenwoodSprlngs,COB1602 Ph 970·618-5033 March 24th 2008 Betty Collins Fax 303-216-2796 350 White Horse Drive New Castle, Colorado 81647 Onsite Wastewater System Design, Proposed 5-Bedroom Residence 5352 County Road 233, Silt Mesa Road Garfield County, Colorado Betty, Project No. 1464 ALL SERVICE septic, LLC evaluated the subsurface investigation prepared by HP Geo-tech, Job No 105 877, and prepared an onsite wastewater system (OWS) design for the subject residence. The property is located in Garfield County, in an area where OWS are necessary. SITE CONDITIONS There is an existing residence and a storage barn on the subject site. A 5-bedroom single-family residence with a garage is proposed. The property slopes approximately 5% to the southeast. SUBSURFACE The subsurface was investigated by HP Geo-tech by excavating one Profile Pit and thre e percolation holes as indicated on Fi gure 1. HP Geo-tech indicated the test has a 6-inch t op soil layer, underlain by sandy, silty clay to the maximum depth explored of 8 feet. Groundwater was encountered at 5.5 feet. Percolation rates ranged from 15 to 180 minutes per inch (MPI). A 72 MPI rate will be used to design theOWS. DESIGN SPECIFICATIONS The OWS design is based on 5-bedrooms and an average sewage load of 750 GPD. The installation must include a 1500-gallon, two-compartment, precast concrete septic tank, with the addition of an effluent filter in the second compartment. Tank alternatives may be considered. Five gravelless chamber trenche s must be installed as indicated on plans provided. Four of the trenches must have 2 0 'Quick-4' chambers and one row must has 18 'Quick-4 , chamb er s, for a total of 98 chambers, equaling 968 square feet (SF) of infiltrative area. A distribution box should be used to distribute effluent. The trenches must be installed at a maximum depth of 1.5 feet beneath existing grade, Partial mounding will be necessary to maintain 1-foot of soil cover on chambers. If this depth cannot be achieved a pump may be necessary to direct effluent to trenches. Our office should be contacted for specific pump details if a pump is necessary. OWS Design Project No. 1464 3/24/08 Page2 Construction must be according to the county ISDS regulations, the septic permit provided by Garfield County Environmental Health Department~ and this design. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced during and prior to re-vegetation. Geo- fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or materials should be placed on backfilled drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and hmm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Septic tank risers should extend to grade. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, AL~~pt~,LLC Timothy£;, 3 copies OWSDesign Project No. 1464 3/24/08 Page3 SITE PLAN AND LOCATION OF PERCOLATION HOLES PROPOSED STORAGE BARN 5352 COUNTY ROAD 233 ALL COLLINS RESIDENCE SERVICE SEPTIC, LLC GARFIELD COUNTY, COLORADO 970-618-5033 SCALE 1" = 80' NORTH PRO. NO. 1464 FIGURE 1 r I I I LOCATION OF PROPOSED ONSITE WASTEWATER SYSTEM THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION ANO IMPROVEMENTS LOCATIONS ARE ACCURATE . ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. I I I I I l 1500-GALLON, TWQ..QQ MPA RT MENT CJoNC RETE-SE.eJIC T ANK WI TH /-EF FLU ENT FILT ER.'0N..O~ __ ""='~---OBSERVATION I I // FIVE GRAVELLESS CHAMBER TRENCHES . Y IPES --J / FOUR TRENCHES WITH 20 'QUICK-4' _,,.,,---I I Iv --CHAM.ElERS AND ONE TRENCH WITH 18 / : / r-'QUI CK-4'0-IA~RS . CHAMB ER S MUST BE / · I IN STALL ED NO DE'EPER T l IAN 1:5-FE.E'f:-___,.,,,,- 1 / / PARTIAL MOUNDING MAY BE NECESSARY. TOTAL NUMBER OF CHAMBERS= 98 : // 0ITTA!"A~ = 96 8 SF OF AREA -------~ }-/ --.,,--. t // ---------· 1 I / I / ~--/ I . I ___ _J SC ALE 1" = 50' NORTH 5352 COUNTY ROAD 233 ALL PRO. NO. 1464 SERVICE SEPTIC, LLC COLLINS RESIDENCE GARFIELD COUNTY, COLORADO 970-618-5033 FIGURE 2 DESIGN 5-BEDROOM RESIDENCE LOADING= q = 750 GALLONS PER DAY PERCOLATION RATE= 72 CALCULATED AREA= ((1.5 X q) X sqrt 72) / 5 = 1910 SF PROPOSED AREA = 1910 SF X 50% REDUCTION = 955 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBERS LENGTH OF 'QUICK-4' TRENCHES= 72/80 FEET= 18/20 CHAMBERS TOTAL NUMBER OF 'QUICK-4' CHAMBERS= 98 TOTAL INFILTRATIVE AREA ==987 SF FIVE TOTAL TRENCHES DRAIN FIELD CROSS SECTION -TYP. ◄''P V C / OBERVAT ION PIPE GRAVELLES S CHAM BER (4'x3') TO ADDITIONAL TWO TRENCHES TOPSOIL MUST BE PLACED ON TOP OF EXCAVATED TRENCH TO CREATE PARTIAL MOUND AND MINIMUM 2' DEPTH SCARIFY SURFACE PRIOR TO PLACEMENT OF CHAMBERS ANO PLACE MENT OF TOPSO IL PLAN VIEW -TYP. GRAVELLESS CHAMBER 'QUICK-4' OBSERVATION PIPE f"INI SHED GR ADE SL IP-DN PVC CA P DD NOT GLUE EFFLUENT LINE -4' SCHEDULE ~O 4• .Sl)R 3 P,V .C. INSULATED COPPER TRIICER \/IRE HAY BE I NSTALLED TD LCCA TF: LINE IN FU Tl.JRE / S~EEP / 2 ~AY CLEAN □UT DETAILS <N.T.S) TYPICAL INFIL TRAT OR (R) QUICK4(T M) CUT SHEET -----h2'---- 4" PVC PIPE. SERIAL OVERFLOW LINES TO BE INSTALLED IN 'HIGH' PORTS ON END PLATES. J 3 FEET 7 'I-..J___..,L____L_,.l__.L_...J______J,___-1--L--'------1-J______J._~~._______,_____,o tJ 20 CHAMBERS PER TRENCH (18 CHAMBERS FOR LAST 6 FEET MIN TRENCH) 0 i-1------------------80'--------------------i INFILTRATOR END PLATE PROJECT NO, 1464 PVC LINE FROM TAN~. FIGURE 3 1500-Gallon (min), 2-Compartment Septic Tank with 4" Dia. Biotube® Effluent Filter PVC or Concrete Risers with Grommet(s) (b ond to tank adapter with /2 recommended adhesive)~ pe Ground y From Risers --Conduit to _,, 1-:"I:l Alarm Panel Conduit Seal ----/ Top of tee to come to 1 " from top of tonk lid Inlet Tee----,':\J I ~ I ~ ALARM IS OPTIONAL ORENCO BRAND NAME NOT ENFORCED Patents # 4,439,323 & 5,492,635 Foreign Potents Pending © 2002, Orenco Systems, Inc. t 2" J Liquid Level COPELAND TANK CENTER PORT ACCEPTABLE ALTERNATIVE TO PVC TEES I High Level Alarm Float (optional) PVC Splice Box w/Cord Grips Fiberglass Gosketed Lid with Stoinless Steel Bolts Filter Cartridge Handle (field cut to desired height) ,,--Tonk Adopter ( cast or bolted) r.---Vent Orifice Effluent Discharge •'----Modulating Discharge Orifices --+--+----Vault Inlet Ports Filter Cartridge ...__ __ Effluent Filter PROJECT NO 1464 HP Geotech Soils Report Job No 105 877 APPROXIMATE SCALE: 1" = 100' COUN'TY ROAD 238 (SILT MESA ROAD) / --,. -=~ ~ ..__ - ) I ~---._ 5f.i'10,o_g__ - / EXISTlNJi' --..-- / R,ES1D6M"CE / 6352,fl.R. 233 --- I I ----,- I; / --;:-/ ---/ l/' / / --PIT4 - it§_ / / ~ .. / / / ~ --. -c: - I / / /PROPOSED :'\: / STORA~E I I I / BAA~--~/ I I / / ... I / /,/' CY · r-/ 66of'V -- [j I / / Pr,rra /n■ I I / ~ 4'~ 1 /2IT2 ~PROPOSED/ I I /PIT 1 ,:P P OPOSED ■ / "GARASE"" 1. I ■ RESIDENCE -y I (J. if) / / '--... P-3 I / / "-, / P-2 ~-_1 / "-. P-1D,. ■~ I / '--... _/ PROFILE :/ / ----PIT --I "--/ 1/ / "' / I/ "---------.,...,,..--1 I '----✓ I f'. 6660.00 . ----------"':::.---~-~ ' 1-,~ 1osan ~tech LOCATION OF EXPLORATORY PITS AND PERCOLATION TEST HOLES HEPWO TH-PAWLAK GEOTECHNICAL FIGURE 1 I ' ..c:. a G) Cl PIT1 PIT2 PIT3 PIT 4 PROFILE PIT ELEV.=5559 1 ELEV.=5559 1 ELEV.=5559 1 ELEV.=55641 ELEV. =5556' 0 WC =18 .5 DD=106 ~C=24.2 0 =101 5_ wg=20.s D =-105 WC =24.9 D0=98 ------ 10 LEGEND:. TOPSOIL; organic silly clay, soft to medium stiff, moist to very moist, dark brown. CLAY (CL); silty, sandy, medium stiff to soft wlth depth, very moist becoming wet near and below groundwater seepage level, brown. 2" Diameter hand driven liner sample. Free water seepage in pit at time of exoavatton. NOTES: 1. Exploratory pits were excavated on D~cember 1, 2005 with a backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan -provided. · 0 5 10 3. Elevations of exploratory pits were obtained by interpolation between contours shown on the site plah provided. Pit logs are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory plt logs represent the approximate boundaries between material types and transitions may be gradual. 6. Water level readings shown on the logs were made at the tlme and Uhder the condltlons indicated. Fluctuations in water level may occur. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) I u. I . .c g. Cl 105 877 ~tech LOGS OF EXPLORATORY PITS FIGURE 2 HE?WORlH-PAWLAK GEOTECHNIO).L HOLE NO. HOLE DEPTH (INCHES) P·l 42 P-2 28 P-3 11 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 2 PERCOLATION TEST RESULTS LENGTH OF WATER WATER INTERVAL DEPTii AT DEPTH AT (MIN) START OF END OF INTERVAL INTERVAL (INCHES) (INCHES) 15 9 7½ 7½ 5½ 51/a 4 4 2¾ Re-filled 71/2 6½ 6½ 5½ 5½ 41/a 15 8¼. 8 8 7¼ 7¼ 61/2 6½ S¾ S¾· 5¼ 5¼ 4¼ 4½ 3¾ 15 9 9 9 8¾ . 8¾ 8¾ 8¾ 81/2 8 1/2 8½ 81/2 8¼ 8¼ aw, DROP IN WATER LfVEL {INCHES) 1½ 2 1½ 1¼ 1 1 1 ½ ¾ 3/4 3/4 ½ ¾ l'/4 0 ¼ 0 ¼ 0 ¼ 0 JOB NO. 105 877 AVERAGE PERCOLATION RATE (MIN,/INCH) .15 23 180 Note: Percolation test hol~ were hand dug in the bottom of backhoe pits and soaked on December 1, 2005. Percolation tests were conducted on December 2, 2005. The average percolation rates were based on the last three readings of each test. November 1, 2008 Betty Collins 350 White Horse Drive New Castle, CO 8164 7 Installation Observation, Existing Residence 5352 County Road 233 Garfield County, Colorado Ms. Collins, Project No. 1464 ALL SERVICE septic, LLC performed an installation observation on October 13 th 2008 for the subject property. The installation included a 1500-gallon, two-compartment precast concrete septic tank with an effiuent filter, followed by S rows of' ARC 36' ADS chambers. Four trenches have 16 chambers and one trench has 14 chambers for a total of 78 chambers. The total infiltrative area installed was 965 SF. Serial distribution wiJl distribute effluent. The installed chamber area is 3 SF feet less than the proposed area per pur design letter dated March 24th 2008. This difference will not affect drain field performance. The OWS was installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. LIMITS: \ The observations were based on information submitted. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL~~LC Timothy R. Pe(z 2 copies sent Copy sent to Garfield County \ 111\\t lllll lltllll l\111111 llllll llllll lll 1111111111111 662794 11/03/2004 12:29P B1636 P351 l"I ALSDORF 1 of 1 R 6.00 D 18.60 GARFIELD COUNTY CO • ' '1 • \)) f¥v 0 t·'} g.c-WARRANTY DEED V erlin and Arlene Wiodedahl with an address of 5352 Co. Rd. 233, Rifle, Colorado 81650, (11 Grantor11 ), in consideration of $10.00 and other g9od and valuable consideration to Grantor paid, the receipt of which is acknowledged, does hereby grant, bargain, sell, convey and warrant to Betty J. Collins, with an address of810 Co. Rd. 223, Rifle, Colorado 81650, (Grantee"}, all the following real estate: Lots 3 & 4, Section 5, Township 6 South, Range 92 West of the 6th Principal Meridian, County of Garfield, State of Colorado . Also known as 5352 Co. Rd. 233, Rifle, Colorado 81650 Subject to real estate taxes and assessments for the current year and subsequent years, and 1st Deed of Trust Securing Payment to GMAC Mortgage. Subject to all valid easements, rights of way, covenants, conditions, reservations and restrictions of record, if any, and also to applicable zoning, land use and other laws and regulations. To have and to hold the same, together with all the buildings, improvements and appurtenances belonging thereto, if any, to the Grantee and Grantee's heirs, successors and assigns forever. Grantor, for Grantor and Grantor's heirs and successors, covenants with Grantee and Grantee's heirs, successors and assigns, that: 1. Grantor is lawfully seized in fee simple of the above property, and has good right to convey the same; 2. The above property is free froIJl all encumbrances, except as set forth above; 3. Grantee shall quietl y enjoy the abov e property; and 4. G rantor will fore ver warrant and defend the title to the above property against the lawful claims and demands of all persons. This property was acquired by the Grantor by: 6-fhiR..,,izl) LJw QA/I ~ -r uR.ff' ;l , 1 '1 8 I (Type of Deed) ate Transferred) 1?e Cl pt. tl-J I !,SJ-'.L. IN WITNESS WHEREOF, this Warranty Deed is executed under seal on the ,;Q 2 day of /'Jc +xi k:i , 19 9 S . Signed, sealed and delivered in the presence of: (s½gnature witness) ilii,r.,1.~ rd ~ u (Signature of witnes STATE OF C,DU)tlttDO tlLuJ~ COUNTY OF G fH2. PI£ Lb In R1 A-£ , on the. 2.Z.ND day of Oc.r.. 19 <-1 t , before me, a No in and for the above state and county, personally appeared V£RLl.v_~fl,~~.9~HIL kno or proved to be the person named in and who executed the ro/itWg ~~m:. anct'b.eing first sworn, such person acknowledged that be or she executed said instrument for the purposes there · contained as his or her free and voluntary act and deed. ~-to · ~N v-.:>,'-~-:.10 ;l to lo-t ... Sl. (;:, S ,0.) ii lR OJ /Vl'f com,mtcs.;D,v £JlP,us ~/zz /~oo I Land Title Guarantee Company Customer Distribution PREVENT FRAUD - Please remember to call a member of our closing team when initiating a wire transfer or providing wiring instructions. Order Number:GW63015325 Date: 08/05/2020 Property Address:5380 COUNTY ROAD 233, RIFLE, CO 81650 PLEASE CONTACT YOUR CLOSER OR CLOSER'S ASSISTANT FOR WIRE TRANSFER INSTRUCTIONS For Closing Assistance For Title Assistance Land Title Garfield County Title Team 901 GRAND AVENUE #202 GLENWOOD SPRINGS, CO 81601 (970) 945-2610 (Work) (970) 945-4784 (Work Fax) glenwoodresponse@ltgc.com Seller/Owner BETTY J. COLLINS Delivered via: Electronic Mail Land Title Guarantee Company Estimate of Title Fees Order Number:GW63015325 Date: 08/05/2020 Property Address:5380 COUNTY ROAD 233, RIFLE, CO 81650 Parties:A BUYER TO BE DETERMINED BETTY J. COLLINS Visit Land Title's Website at www.ltgc.com for directions to any of our offices. Estimate of Title insurance Fees "TBD" Commitment $217.00 Total $217.00 If Land Title Guarantee Company will be closing this transaction, the fees listed above will be collected at closing. Thank you for your order! Note: The documents linked in this commitment should be reviewed carefully. These documents, such as covenants conditions and restrictions, may affect the title, ownership and use of the property. You may wish to engage legal assistance in order to fully understand and be aware of the implications of the effect of these documents on your property. Chain of Title Documents: Garfield county recorded 08/25/2009 under reception no. 773986 Garfield county recorded 11/03/2004 under reception no. 662794 Copyright 2006-2020 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Property Address: 5380 COUNTY ROAD 233, RIFLE, CO 81650 1.Effective Date: 06/10/2020 at 5:00 P.M. 2.Policy to be Issued and Proposed Insured: "TBD" Commitment Proposed Insured: A BUYER TO BE DETERMINED $0.00 3.The estate or interest in the land described or referred to in this Commitment and covered herein is: A FEE SIMPLE 4.Title to the estate or interest covered herein is at the effective date hereof vested in: BETTY J. COLLINS 5.The Land referred to in this Commitment is described as follows: A PARCEL OF LAND SITUATED IN LOTS 3 AND 4, SECTION 5, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN, LYING SOUTHERLY OF COUNTY ROAD NO. 233, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH LIES N. 11°16'47" E. 5061.51 FEET FROM THE SECTION CORNER COMMON TO SECTIONS 5, 6, 7 AND 8 OF SAID TOWNSHIP AND RANGE, THENCE ALONG SIDE A FENCE N. 00°07'25" E. 694.28 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF SAID COUNTY ROAD, THENCE N. 89°53'00" E. 347.00 FEET ALONG SAID SOUTHERLY RIGHT OF WAY LINE OF SAID COUNTY ROAD, THENCE S. 02°01'31" W. 695.42 FEET, THENCE S. 90°00'00" W. 323.92 FEET TO THE POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:GW63015325 ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part I (Requirements) Order Number: GW63015325 All of the following Requirements must be met: This proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. Pay the agreed amount for the estate or interest to be insured. Pay the premiums, fees, and charges for the Policy to the Company. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. NOTE: ADDITIONAL REQUIREMENTS OR EXCEPTIONS MAY BE NECESSARY WHEN THE BUYERS NAMES ARE ADDED TO THIS COMMITMENT. COVERAGES AND/OR CHARGES REFLECTED HEREIN, IF ANY, ARE SUBJECT TO CHANGE UPON RECEIPT OF THE CONTRACT TO BUY AND SELL REAL ESTATE AND ANY AMENDMENTS THERETO. 1.SUPPLEMENTAL AFFIDAVIT WITH RESPECT TO BRUCE ROWLAND COLLINS, DECEASED, WHICH SHALL BE PROPERLY SWORN TO OR AFFIRMED BY A PERSON OF LEGAL AGE HAVING PERSONAL KNOWLEDGE OF THE FACTS, AND WHICH INCLUDES THE LEGAL DESCRIPTION OF THE SUBJECT PROPERTY AND A STATEMENT THAT BRUCE ROWLAND COLLINS, THE PERSON REFERRED TO IN THE CERTIFICATE OF DEATH, OR VERIFICATION OF DEATH DOCUMENT IS THE SAME PERSON WHO IS NAMED IN THE DEED OR SIMILAR INSTRUMENT RECORDED AUGUST 25, 2009 UNDER RECEPTION NO. 773986 CREATING THE JOINT TENANCY. 2.RELEASE OF DEED OF TRUST DATED SEPTEMBER 09, 2015 FROM A BUYER TO BE DETERMINED TO THE PUBLIC TRUSTEE OF GARFIELD COUNTY FOR THE USE OF BANK OF COLORADO TO SECURE THE SUM OF $482,068.00 RECORDED SEPTEMBER 14, 2015, UNDER RECEPTION NO. 867936. 3.GOOD AND SUFFICIENT DEED FROM BETTY J. COLLINS TO A BUYER TO BE DETERMINED CONVEYING SUBJECT PROPERTY. NOTE: ALL PARTIES WILL BE REQUIRED TO SIGN A FINAL AFFIDAVIT AND AGREEMENT AT CLOSING. This commitment does not republish any covenants, condition, restriction, or limitation contained in any document referred to in this commitment to the extent that the specific covenant, conditions, restriction, or limitation violates state or federal law based on race, color, religion, sex, sexual orientation, gender identity, handicap, familial status, or national origin. 1.Any facts, rights, interests, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 2.Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3.Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 4.Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5.Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6.(a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 7.(a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 8.RIGHT OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM, SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES HEREBY GRANTED, AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 11, 1910 UNDER RECEPTION NO. 39693. 9.RESERVATION OF AN UNDIVIDED ONE-HALF INTEREST IN AND TO ALL OIL, GAS AND OTHER MINERALS AS RESERVED BY JOHN BECKER IN DEED RECORDED AUGUST 14, 1950 IN BOOK 252 AT PAGE 63 AND ANY ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 10.RESERVATION OF AN UNDIVIDED ONE-QUARTER INTERST IN AND TO ALL OIL, GAS AND OTHER MINERALS AS RESERVED BY A. V. LOUGH IN DEED RECORDED FEBRUARY 13, 1968 IN BOOK 392 AT PAGE 133 AND ANY INTERSTS THEREIN OR ASSIGNMENTS THEREOF. 11.TERMS, CONDITIONS AND PROVISIONS OF DEED RECORDED NOVEMBER 18, 1977 IN BOOK 502 AT PAGE 957. 12.TERMS AND CONDITIONS OF GARFIELD COUNTY RESOLUTION NO. 79-45 CONCERNING A SUBDIVISION EXEMPTION RECORDED MAY 17, 1979 IN BOOK 528 AT PAGE 534. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: GW63015325 13.TERMS, CONDITIONS AND PROVISIONS OF DEED RECORDED JULY 02, 1981 IN BOOK 575 AT PAGE 943. 14.OIL AND GAS LEASE BY AND BETWEEN BETTY J. COLLINS, AND ANTERO RESOURCES II CORPORATION, RECORDED SEPTEMBER 02, 2005, IN BOOK 1722 AT PAGE 736, AND ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 15.TERMS, CONDITIONS AND PROVISIONS OF SPECIAL USE PERMIT RECORDED JUNE 19, 2007 AT RECEPTION NO. 725813. 16.TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 200-57 RECORDED AUGUST 06, 2009 AT RECEPTION NO. 772944. 17.EASEMENTS AND RIGHTS OF WAY FOR COUNTY ROAD 233. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: GW63015325 LAND TITLE GUARANTEE COMPANY DISCLOSURE STATEMENTS Note: Pursuant to CRS 10-11-122, notice is hereby given that: Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that, the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or filing information at the top margin of the document. Note: Colorado Division of Insurance Regulations 8-1-2 requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed". Provided that Land Title Guarantee Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders Policy when issued. Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. The Subject real property may be located in a special taxing district.(A) A certificate of taxes due listing each taxing jurisdiction will be obtained from the county treasurer of the county in which the real property is located or that county treasurer's authorized agent unless the proposed insured provides written instructions to the contrary. (for an Owner's Policy of Title Insurance pertaining to a sale of residential real property). (B) The information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. (C) The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit. (A) No labor or materials have been furnished by mechanics or material-men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. (B) The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic's and material-men's liens. (C) The Company must receive payment of the appropriate premium.(D) If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor; payment of the appropriate premium fully executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. (E) Land]t le' Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owner's policy commitments disclosing that a mineral estate has been severed from the surface estate, in Schedule B-2. Note: Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of insurance, and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado Division of Insurance within the Department of Regulatory Agencies. Note: Pursuant to Colorado Division of Insurance Regulations 8-1-3, notice is hereby given of the availability of a closing protection letter for the lender, purchaser, lessee or seller in connection with this transaction. That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and (A) That such mineral estate may include the right to enter and use the property without the surface owner's permission. (B) JOINT NOTICE OF PRIVACY POLICY OF LAND TITLE GUARANTEE COMPANY, LAND TITLE GUARANTEE COMPANY OF SUMMIT COUNTY LAND TITLE INSURANCE CORPORATION AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY This Statement is provided to you as a customer of Land Title Guarantee Company as agent for Land Title Insurance Corporation and Old Republic National Title Insurance Company. We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized access to your non-public personal information ("Personal Information"). In the course of our business, we may collect Personal Information about you from: applications or other forms we receive from you, including communications sent through TMX, our web-based transaction management system; your transactions with, or from the services being performed by us, our affiliates, or others; a consumer reporting agency, if such information is provided to us in connection with your transaction; and The public records maintained by governmental entities that we obtain either directly from those entities, or from our affiliates and non-affiliates. Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows: We restrict access to all Personal Information about you to those employees who need to know that information in order to provide products and services to you. We may share your Personal Information with affiliated contractors or service providers who provide services in the course of our business, but only to the extent necessary for these providers to perform their services and to provide these services to you as may be required by your transaction. We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your Personal Information from unauthorized access or intrusion. Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action. We regularly assess security standards and procedures to protect against unauthorized access to Personal Information. WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT STATED ABOVE OR PERMITTED BY LAW. Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We may disclose your Personal Information when you direct or give us permission; when we are required by law to do so, for example, if we are served a subpoena; or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. Our policy regarding dispute resolution is as follows: Any controversy or claim arising out of or relating to our privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. Commitment For Title Insurance Issued by Old Republic National Title Insurance Corporation NOTICE IMPORTANT—READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY’S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. . COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I—Requirements; Schedule B, Part II—Exceptions; and the Commitment Conditions, Old Republic National Title Insurance Company, a Minnesota corporation (the “Company”), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I—Requirements have not been met within 6 months after the Commitment Date, this Commitment terminates and the Company’s liability and obligation end. COMMITMENT CONDITIONS 1. DEFINITIONS 2. If all of the Schedule B, Part I—Requirements have not been met within the time period specified in the Commitment to Issue Policy, Commitment terminates and the Company’s liability and obligation end. 3. The Company’s liability and obligation is limited by and this Commitment is not valid without: 4. COMPANY’S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY i. comply with the Schedule B, Part I—Requirements; ii. eliminate, with the Company’s written consent, any Schedule B, Part II—Exceptions; or iii. acquire the Title or create the Mortgage covered by this Commitment. “Knowledge” or “Known”: Actual or imputed knowledge, but not constructive notice imparted by the Public Records.(a) “Land”: The land described in Schedule A and affixed improvements that by law constitute real property. The term “Land” does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (b) “Mortgage”: A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law.(c) “Policy”: Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (d) “Proposed Insured”: Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment.(e) “Proposed Policy Amount”: Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (f) “Public Records”: Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (g) “Title”: The estate or interest described in Schedule A.(h) the Notice;(a) the Commitment to Issue Policy;(b) the Commitment Conditions;(c) Schedule A;(d) Schedule B, Part I—Requirements; and(e) Schedule B, Part II—Exceptions; and(f) a counter-signature by the Company or its issuing agent that may be in electronic form.(g) The Company’s liability under Commitment Condition 4 is limited to the Proposed Insured’s actual expense incurred in the interval between the Company’s delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured’s good faith reliance to: (a) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (b) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (c) The Company’s liability shall not exceed the lesser of the Proposed Insured’s actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (d) The Company shall not be liable for the content of the Transaction Identification Data, if any.(e) I _I I 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company’s agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company’s agent for the purpose of providing closing or settlement services. 8. PRO-FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro-forma policy illustrating the coverage that the Company may provide. A pro-forma policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is $2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at http://www.alta.org/arbitration. IN WITNESS WHEREOF, Land Title Insurance Corporation has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A to be valid when countersigned by a validating officer or other authorized signatory. Issued by: Land Title Guarantee Company 3033 East First Avenue Suite 600 Denver, Colorado 80206 303-321-1880 Senior Vice President This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Land Title Insurance Corporation. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I—Requirements; and Schedule B, Part II—Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I—Requirements have been met to the satisfaction of the Company. (f) In any event, the Company’s liability is limited by the terms and provisions of the Policy.(g) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment.(a) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment.(b) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (c) The deletion or modification of any Schedule B, Part II—Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (d) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company.(e) When the Policy is issued, all liability and obligation under this Commitment will end and the Company’s only liability will be under the Policy.(f) Recorde-d·a··t-' j,,,,;.i;-_,--1-_'°---1/ ·-JULZ--1981 --Rece1t~fon No. _ /d"i!:-' o c oc~ ---/2-M, _-_ . _ -__ - 31 6SJ2 MILDRED -ALSDORF, RECORDER RECORDER KNOW ALL MEN BY THESE PRESENTS THAT I! WYI;AND L. KITTLE and JUDITH D. KITTLE JUL 2 ·;og1i ,.J• . I rtmr,~r1~~~ g_,.~-----l First Party · l Box· A * D a Colorado Corporation □ a Partnership i P.O. Box or Street Address D a Limited Partnership I-Basalt, CO 81621 -City State I I Zip .. · ,. -,,1· l for and in consideration of ten dollars and other valuable considerations, in hand paid, hereby sells and conveys to I l j ARLEHE WINDEDAHL and VERLIN F. WINDEDAHL l Second Party 27653 Highway 6 *D individually JR( joint tenancy ; l Box 305 j ;i~lB:: o~itree\~d:~~s D tenancy in common j City State Zip 0 a Colorado Corporation D a Partnership D a Limited Partnership the following described property in the County of __ G_a_r_f_i_e_l_d ____ and State of Colorado: A parcel of land situated in Lots 3 and 4, Section 5, Township 6 South, Range 92 West of the Sixth Principal Meridian, lying southerly of County Road No. 233, more.particularly described as follows: Beginning at a point which lies H. 11°16'47" E. 5061.51 feet from the Section corner common to Sections 5, 6, 7 and 8 of said Township and Range, thence along side a fence N. 00°07'25" E. 694.28 feet to the southerly right of way line of said county road, thence N. 89°53'00" E. 347.00 feet alcng said southerly right of way line of said county road, thence S. 02°01'31" w. 6~5.42 feet, thence S. 90°00'00" w. 323.92 feet to the point of beginning, containing 5.35 acres, more or less. (See Reverse Hereof) with all its appurtenunces and ,-.iarrants title to the same, except and subj0ct to genera! property taxes ior the current year, U.S. patent reservations and exceptions, any and all easements and riohts of way of a public or private nature, planning, zonir1g anc! ottier governmental rules and requlations onc1 prror oil, gas and other mineral reservations and exceptions, if any SIGNED this_l__,1,1y of %l.J,,hf Judith D. iUttie Notary Public NOTE, • If applicable, mark square with x. Singular shall include plurnl as conte>1t requires. :u tn n, fT1 -0 C: 0 .... ::, z .+ C1 ~ -0 )> :u -I -< )> -I )> C1 C1 :u rn tn- tn Ii) < rn z tn (I) ::, a. -C: -C: .... (I) -Ill X "' s--(I) 3 (I) ::, Iii" -~ 0 --.. "ti C: '< 5· OJ 0 o· A° 'Ji IQ ltl Ill -~ 0 !i 0 n A° ~ f "' ::, 0. C. C: '< @ n 0 a. ltl -ID I C. • al n 0 .... 0 0 C: ::, 0. :J" (I) .... ltl 5· -<" :J" 0 (I) @ -C" en ~ '< --f n )> ~ --f I ::;; m '< 0 .... :J" "Tl a, --f -(") .... 0 :J" 0 ;;;· r ::, 0 .,, ::0 t .... 2 )> 3 0 ltl p ~ ~ e: -a. ~ ---iii 0. en 0 -0 !" .... BOOK ~•""Is ,.) ' l'!G£94:4 Excepting a non-exclusive easement or right of way for access, utility and irrigation ditch purposes over and across the easterly 15 feet of the above described property. z p J(i/d,ed A/Jcl<N/ GARFIELD COUNTY CLERK tk RECORDER P.O. BOX 640 GLENWOOD SPRINGS, COLORADO B'rb't/1 -.-,• \-\,~~ t_i:~:\ 0 ... \--\ (_1;_)~ ~-:J ! 0 le-) d ,CL""'" ct. 10/9/2020 Garfield County Land Explorer Garfield County Land Explorer Parcel Physical Address Owner Account Mailing Address Num 212734400348 48 260 COUNTY RD SILT BROWN, CHERI A R006649 0048 COUNTY ROAD 260 SILT, CO 81652 217905200045 1025 227 COUNTY RD SILT ARNOLD , RICHARD L R200387 1025 COUNTY ROAD 227 RIFLE, CO 81650 217905200359 5380 233 COUNTY RD COLLINS, BETTY J R200323 PO BOX 1017 SILT, CO 81652 RIFLE 217905200462 Not available RIFLE BROWNSON, GARY L & KANDI R200658 5400 COUNTY ROAD 233 RIFLE, CO 81650- 9109 217905200471 5452 233 COUNTY RD SILT OLMSTEAD, DONALD D & R200666 5452 COUNTY ROAD 233 SILT, CO 81652 COLLEEN 217905200472 5400 233 COUNTY RD SILT BROWNSON, GARY L & KANDI A R200667 5400 COUNTY ROAD 233 RIFLE, CO 81650 1/1 Garfield County 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)(l)(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)(l)(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 .,X-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. Date I /' 5380 Mineral Rights owners as researced by a professional land man Gary Schelling 7-17-20 Name address interest % Split of trust ownership Betty Collins 5380 CR 233, Rifle, CO 81650 0.25 ARTI -John Baker Trust (split 13 ways) 4441 County Road 214, Silt, 81652 0.5 Linda Kuerston Box 62, New Castle, Co 81647 0.25 Carol Collins Box 487, Parachute, CO. 81635 0.25 Timothy Becker 4110 SE Hawthorne Ave, # 231, Portland, OR 97214 0.25 Kathleen Wallis 209 Ridgewood, Belleville, IL 62233 1/40th Nancy Isselhard 403 West Parkview Road, Millstadt, IL 62260 1/40th Donald Becker, Jr. 1850 Hwy. Y, St Paul, MO 63366 1/40th Melissa Helm 345 Autumn Forest Drive, O'Fallon, MO 63366 1/40th James Becker 222 S. Clay, St. Louis, MO 63135 1/40th Patricia Weber 10379 Askbrook Drive, St Louis, MO 63137 1/40th Deborah Shepherd 506 Banaire, St. Louis, MO 63137 1/40th Rebecca McGuire 302 Ashborne, Lawrenceville, GA 30043 1/40th Melinda Parmeter 744 Kelvin, St. Louis, MO 63137 1/40th Jennifer Elliot 13855 Old Halls Ferry Rd, St Louis, MO 63135 1/40th Mark H & Maureen A, Irwin (Irwin Family Trust)955 Flagstone Drive , Santa Marie , CA 93455 12.5 Ted E. & Marie E. Lough 315 4th Street, Glenwood Springs, CO. 81601 12.5 RICHARD L ARNOLD 1025 CR 227 ±sECTIDN / TCDRNER~ 0 = = z MONUMENTTD BE SET 113.67' N90' 00' 00"E \ \ \ "' 0 ~ COUNTY ROAD #233 GARY & KANDI BROWNSON 5400 CR 233 X DONALD & COLLEEN OLMSTEAD 5452 CR 233 EX. UTILITY POLE EX UTILITY POLE EX. UTILITY POLE FINAL PLAT COLLINS MINOR SUBDIVISION A RE-SUBDIVISION OF TRACT "A" OF THE SUBDIVISION EXEMPTION APPROVED BY RESOLUTION NO. 79-45 SITUATED IN LOTS 3 AND 4, SECTION 5, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN IN THE COUNTY OF GARFIELD, STATE OF COLORADO GENERAL NOTES 1) THE PURPOSE OF THIS PLAT IS TO SUBDIVIDE THE SUBJECT PROPERTY INTO TWO (2) PARCELS. 2) BASIS OF BEARINGS: ALL BEARINGS CONTAINED HEREIN BEING RELATIVE TO A BEARING OF N 00"36"30" W BETWEEN THE NORTHWEST CORNER AND THE NORTH ONE-SIXTEENTH CORNER OF SECTION 17 AS MONUMENTED SHOWN HEREON. 3) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY BOUNDARIES UNLIMITED INC. TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. BOUNDARIES UNLIMITED INC. RELIED UPON LAND TITLE GUARANTEE COMPANY, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ORDER NUMBER GW63015325, EFFECTIVE DATE JUNE 10, 2020 AT 5:00P.M. 4) THE PARCEL IS SUBJECT TO: • RIGHT OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM, SHOULD THE SAME BE FOUND TO PENETRATEOR INTERSECTTHE PREMISES AND RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BYTHE AUTHORITY OF THE UNITED STATES HEREBY GRANTED, AS RESERVED IN UNITED STATES PATENT RECORDED UUNE 11, 1910 UNDER RECEPTION NUMBER 39693. • EASEMENTS AND RIGHTS OF WAY FOR COUNTY ROAD 233. 4) CONTROL OF NOXIOUS WEEDS IS THE RESPONSIBILITY OF THE PROPERTY OWNER. 5) NO OPEN HEARTH SOLID-FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN THE SUBDIVISION. ONE NEW SOLID-FUEL BURNING STOVE AS DEFINED BY C.R.S. 25-7-401, ET.SEO., ANO THE REGULATIONS PROMULGATED THEREUNDER, WILL BE ALLOWED IN ANY DWELLING UNIT. ALL DWELLING UNITS WILL BE ALLOWED AN UNRESTRICTED NUMBER OF NATURAL GAS STOVES ANO APPLIANCES. 6) ALL EXTERIOR LIGHTING SHAll BE THE MINIMUM AMOUNT NECESSARY AND THAT ALL EXTERIOR LIGHTING SHALL BE DIRECTED INWARD AND DOWNWARD, TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES. 7) COLORADO IS A "RIGHT-TO-FARM" STATE PURSUANTTO C.R.S.35-3-11, El. SEQ. LANDOWNERS, RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT THE ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF GARFIELD COUNTYS AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY WITH A STRONG RURAL CHARACTER AND A HEALTHY RANCHING SECTOR. THOSE WITH AN URBAN SENSITMTY MAY PERCEIVE SUCH ACTIVITIES, SIGHTS, SOUND, AND SMELLS ONLY AS INCONVENIENCE, EYESORE, NOISE AND ODOR. HOWEVER, STATE LAW AND COUNTY POLICY PROVIDE THAT RANCHING, FARMING AND OTHER AGRICULTURAL ACTIVITIES AND OPERATIONS WITHIN GARFIELD COUNTY SHALL NOT BE CONSIDERED TO BE NUISANCES SO LONG AS OPERATED IN CONFORMANCE WITH THE LAW AND IN A NON-NEGLIGENT MANNER. THEREFORE, ALL MUST BE PREPARED TO ENCOUNTER NOISES, ODOR, LIGHTS, MUD, DUST, SMOKE, CHEMICALS, MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGE AND DISPOSAL OF MANURE, AND THE APPLICATION BY SPRAYING OR OTHERWISE OF CHEMICAL FERTILIZERS, SOIL AMENDMENT, HERBICIDE, AND PESTICIDES, ANY ONE OR MORE OF WHICH MAY NATURALLY OCCUR AS PART OF LEGAL AND NON-NEGLIGENT AGRICULTURAL OPERATIONS. 8) ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAND AND COUNTY REGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGATION DITCHES, CONTROLLING WEEDS, KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE WITH ZONING, AND OTHER ASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND RESPONSIBILITIES AND ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE OF SUCH INFORMATION IS "A GUIDE TO RURAL LIVING & SMALL SCALE AGRICULTURE' PUT OUT BYTHE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY. 9) DOMESTIC DOGS KEPT ON THE PROPERTY SHALL BE IN A FENCED YARD OR ON A LEASH TO PREVENT HARASSMENT OF WILDLIFE, EXCEPT AS USED FOR LIVESTOCK CONTROL. 10) FENCING ON THE PROPERTY SHALL COMPLY WITH THE COLORADO PARKS AND WILDLIFE SPECIFICATIONS FOR WILDLIFE FRIENDLY FENCING. 11) ENGINEER DESIGNED ONSITE WASTEWATER TREATMENT SYSTEMS ARE REQUIRED WITH THIS SUBDIVISION. 12) ENGINEER DESIGNED FOUNDATIONS ARE REQUIRED WITHIN THIS SUBDIVISION. 13) IRRIGATION DITCH OWNERS RIGHTS: COLORADO STATE STATUTES 37-86-102 PROVIDES THAT ANY PERSON OWNING A WATER RIGHT OR CONDITIONAL WATER RIGHT SHALL BE ENTITLED TO A RIGHT-OF-WAY THROUGH THE LANDS WHICH LIE BETWEEN THE POINT OF DIVERSION AND POINT OF USE OR PROPOSED USE FOR THE PURPOSE OF TRANSPORTING WATER FOR BENEFICIAL USE IN ACCORDANCE WITH SAID WATER RIGHT OR CONDITIONAL WATER RIGHT. ANY IMPACT, CHANGE OR CROSSING OF A DITCH SHALL REQUIRE APPROVAL FROM THE DITCH OWNER. 14) THESE LOTS ARE SERVICED BY A SHARED WELL ANO ARE SUBJECT TO A WELL SHARING AGREEMENT. 15) WILDFIRE PREVENTION GUIDELINES OF THE U.S.F.S. AND COLORADO STATE FORESTER SHALL BE INCORPORATED IN HOME CONSTRUCTION AND SITE PLANNING AND DESIGN. 16) A VALID WATER CONTRACT WITH WDWCD FOR COLORADO WATER RESOURCES WELL PERMIT #60317-F (COLLINS WELL) OR ITS NEW REPLACEMENT PERMIT, WILL BE REQUIRED TO BE IN PLACE FOR THE TERM OF THE WELL PERMIT. 17) A GEOLOGIC HAZARDS AND GEOTECHNICAL INVESTIGATION SHALL BE REQUIRED FOR ALL FUTURE IMPROVEMENTS REQUIRING A BUILDING PERMIT OR FURTHER SUBDIVISION. SUCH INVESTIGATION SHALL ADDRESS AT A MINIMUM THE POTENTIAL FOR HYDROCOMPACTIVE SOILS (SOILS EXHIBITING COMPRESSION OR COLLAPSE UNDER LOADING AND/OR WITTING), SEASONALLY SHALLOW GROUNDWATER AND PERCHED WATER, AND FLASH FLOODING AND EROSION ALONG CANYON CREEK. 18) ALL INTERIOR LOT CORNERS SHALL BE MONUMENTED BY A NO. 5 REBAR WITH A 11/4" ALUMINUM CAP STAMPED "BU-INC LS 25642". 19) THE LEGAL DESCRIPTION OF RECORD (RN 773986) AND AS PROVIDED BY TITLE COMPANY: A PARCEL OF LAND SITUATED IN LOTS 3 AND 4, SECTION 5, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN, LYING SOUTHERLY OF COUNTY ROAD NO. 233, IN GARFIELD COUNTY, COLORAOO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH LIES N 11°16'47" E 5061.51 FEET FROM THE SECTION CORNER COMMON TO SECTIONS 5, 6, 7 ANO 8 OF SAID TOWNSHIP AND RANGE, THENCE ALONG SIDE A FENCE N OIJ°0/'25' E 694.28 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF SAID COUNTY ROAD, THENCE N 89°53"00" E 347.00 FEET ALONG SAID SOUTHERLY RIGHT OF WAY LINE OF SAID COUNTY ROAD, THENCE S 02°01"31" W 695.42 FEET, THENCE S90°00'00"W 323.92 FEET TD THE POINT OF BEGINNING. 10) THE MINERAL RIGHTS ASSOCIATED WITH THIS PROPERTY MAY NOT BE TRANSFERRED WITH THE SURFACE ESTATE, THEREFORE ALLOWING THE POTENTIAL FOR NATURAL RESOURCE EXTRACTION ON THE PROPERTY BY THE MINERAL ESTATE OWNER(S) OR LESSEE(S). 11) LIST OF MINERAL OWNERS: -BETTY COLLINS 53BO CR 233 RIFLE, CO 81650 -LINDA KUERSTON BOX 62 NEW CASTLE, CO 81647 -CAROL COLLINS BOX 487 PARACHUTE, CO 81635 -TIMOTHY BECKER 4110 SE HAWTHORNE AVE #231 PORTLAND, OR 97214 -KATHLEEN WALLIS 209 RIDGEWOOD BELLEVILLE, IL 62233 -NANCY ISSELHARD 403 WEST PARKVIEW ROAD MILLSTADT, IL 62260 -DONALD BECKER JR. 1850 HWY Y ST PAUL, MO 63366 -MELISSA HELM 345 AUTUMN FOREST DRIVE O'FALLON, MO 63366 -JAMES BECKER 222 S. CLAY ST LOUIS, MO 63135 -PATRICIA WEBER 10379 ASHBROOK DRIVE, STLOUIS, MO 63137 -DEBORAH SHEPHERD 506 BANAIRE ST LOUIS, MO 63137 -REBECCA MCGUIRE 302 ASHBORNE LAWRENCEVILLE, GA 30043 -MELINDA PARMETER 744 KELVIN ST LOUIS, MO 63137 -JENNIFER ELLIOT 13855 OLD HALLS FERRY RD ST LOUIS, MO 63135 -MARK H & MAUREEN A IRWIN 955 FLAGSTONE □RWE SANTA MARIA, CA 93455 -TED E. & MARIE E. LOUGH 315 4TH STREET GLENWOD SPRINGS, CO B1601 SURVEYOR'S CERTIFICATE COUNTY COMMISSIONERS' CERTIFICATE I, STEVEN L. SMITH, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THATTHIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF COLLINS MINOR SUBDMSION, AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME, OR UNDER MY SUPERVISION, AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. IN WITNESS WHEREOF, I HAVE SET MY HAND AND SEAL THIS STEVEN L. SMITH , PLS 25642 FOR AND ON BEHALF OF BOUNDARIES UNLIMITED INC. LIENHOLDER CONSENT AND SUBORDINATION (EXCEPTION NEEDED IN TITLE CERTIFICATE) DAYOF ____ ~A.D.,20_ THE UNDERSIGNED, BEING THE BENEFICIARY UNDER A DEED OF TRUST GRANTED BY THE OWNER(S) UPON THE REAL PROPERTY PLATTED AND DIVIDED AS SHOWN UPON THE WITHIN PLAT, CERTIFIES THAT THE UNDERSIGNED HAS REVIEWED THE PLAT AND BYTHIS CERTIFICATION HEREBY CONSENTS TO SAID PLAT AND TO THE RECORDING THEREOF. BENEFICIARY FURTHER CONSENTS TO SAID PLAT AS STATED IN THE CERTIFICATE OF DEDICATION AND OWNERSHIP EXECUTED BY THE OWNER(S) HEREON, AND HEREBY SUBORDINATES ANY INTEREST THAT BENEFICIARY MAY HAVE IN AND TO THE PROPERTY SUBJECTTO SUCH DEDICATION, TO THE ENTITY(IES) OR THE GENERAL PUBLIC TO WHICH SUCH DEDICATION IS MADE. EXECUTED THIS DAY OF ______ , AD., 20_ BANK OF COLORADO STATE OF COLORADO COUNTY OF GARFIELD ss LIENHOLDER THE FOREGOING LIENHOLDER CONSENT AND SUBORDINATION WAS ACKNOWLEDGED BEFORE ME THIS DAY OF _______ ,A.O., 20 BY __________ ~· MY COMMISSION EXPIRES:----~ WITNESS MY HAND AND OFFICIAL SEAL. (SEAL) NOTARY PUBLIC THIS PLAT IS APPROVED BYTHE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, THIS __ DAY OF , A.O., 20 , FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR =co~N~vEY=AN~C~E=TO~T~H~E C~O~U~NTY=-=oF THE PUBLIC DEDICATIONS SHOWN HEREON, SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANOS, PUBLIC ROADS, HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BYTHE BOARD OF COUNTY COMMISSIONERS BY SUBSEQUENT RESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANY OTHER PUBLIC DEDICATIONS SHOWN HEREON. CHAIRMAN, BOARD OF COUNTY COMMISSIONERS GARFIELD COUNTY, COLORADO WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD ATTEST: ---------~c=ou~N=TY~C~L=ER=K TITLE CERTIFICATE I, , AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO, OR AGENT AUTHORIZED BY A TITLE INSURANCE COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND THATTITLE TO SUCH LANDS IS VESTED IN COLLINS LAND ACQUISITIONS, LLC, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS ANO AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN THIS PLAD, EXCEPT AS FOLLOWS ____________ _ DATED THIS DAY OF ______ ~• A.D., 20 __ . TITLE COMPANY: AGENT OR ATTORNEY COLORADO ATTORNEY REGISTRATION NO. _____ _ Vicinity Map 1"=3000' CERTIFICATE OF DEDICATION AND OWNERSHIP THE UNDERSIGNED COLLINS LAND ACQUISITIONS, LLC, BEING SOLE OWNER(S) IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBED AS FOLLOWS: TRACT "A" OF THE SUBDIVISION EXEMPTION APPROVED BY RESOLUTION NO. 79-45, BEING A PARCEL OF LAND SITUATED IN LOTS 3 AND 4, SECTION 5, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN, LYING SOUTHERLY OF COUNTY ROAD NO. 233, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH LIES N. 11°16'47" E. 5061.51 FEET FROM THE SECTION CORNER COMMON TO SECTIONS 5, 6, 7 AND B OF SAID TOWNSHIP AND RANGE, THENCE ALONG SIDE A FENCE N 00'07"25" E 694.2B FEETTO THE SOUTHERLY RIGHTOF WAY LINE OF SAID COUNTY ROAD, THENCE N 89°53'00" E 347.00 FEET ALONG SAID SOUTHERLY RIGHTOF WAY LINE OF SAID COUNTY ROAD, THENCE S 02°01"31" W 695.42 FEET, THENCE S 90'00"00" W 323.92 FEETTO THE POINT OF BEGINNING. CONTAINING 5.35 ACRES, MORE OR LESS, HAS [HAV~ CAUSED THE DESCRIBED REAL PROPERTY TO BE SURVEYED, LAID OUT, PLATTED AND SUBDIVIDED INTO LOTS AND BLOCKS AS SHOWN ON THIS PLAT UNDER THE NAME AND STYLE OF FIX ITTOO SUBDIVISION, A MINOR SUBDIVISION IN THE COUNTY OF GARFIELD. THE OWNER(S) DO(ES) HEREBY DEDICATE AND SET APART ALL OF THE STREETS AND ROADS AS SHOWN ON THE ACCOMPANYING PLAT TO THE USE OF THE PUBLIC FOREVER, AND HEREBY DEDICATE(S) TO THE PUBLIC UTILITIES THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE LABELED AS UTILITY EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL EASEMENTS FOR THE INSTALLATION AND MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES INCLUDING, BUT NOT LIMITED TO, ELECTRIC LINES, GAS LINES AND TELEPHONE LINES, TOGETHER WITH THE RIGHT TO TRIM INTERFERING TREES AND BRUSH, WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FOR INSTALLATION AND MAINTENANCE OF SUCH LINES. SUCH EASEMENT AND RIGHTS SHALL BE UTILIZED IN A REASONABLE ANO PRUDENT MANNER. ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE FURNISHED BY THE SELLER OR PURCHASER, NOT BYTHE COUNTY OF GARFIELD. EXECUTED THIS DAY OF _____ , A.D., 20_ OWNER ADDRESS: STATE OF COLORADO COUNTY OF GARFIELD . ss THE FOREGOING CERTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS DAY OF ______ ,A.D., 20_, BY ________ ~ MY COMMISSION EXPIRES:----~ WITNESS MY HAND AND OFFICIAL SEAL (SEAL) NOTARY PUBLIC CERTIFICATE OF TAXES PAID I, THE UNDERSIGNED, DO HEREBY CERTIFYTHATTHE ENTIRE AMOUNT OF TAXES AND ASSESSMENTS DUE AND PAYABLE AS OF , UPON ALL PARCELS OF REAL ESTATE DESCRIBED ON THIS PLAT ARE PAID IN FULL. DATED THIS DAY OF , A.O., 20_ ------~ TREASURER OF GARFIELD COUNTY CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO, AT_ O'CLOCK __ , ON THIS OAY OF , 20_, AND IS DULY RECORDED AS RECEPTION NO. COUNTY SURVEYOR'S CERTIFICATE ------- CLERK AND RECORDER BY ~□=EP~U~TY~----------- APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING, PURSUANTTO C.R.S. § 38-51-101 AND 102, ET SEQ. DATED THIS DAY OF ______ ~• A.O., 20_ GARFIELD COUNTY SURVEYOR Civil Engineering J~ Surveying " ,... & (Bewmd' " r ., -<% 1· ◊,, . ✓~ Ccf Inc• 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 (T) 970.945.5252 www.bu-inc.com Subsurface Utility Engineering (SUE) Required Project: NIA If ''Yes", SUE Certification by: Firm: NIA Job #:NIA Date: NIA 0 Engineer or Surveyor Seal Client Information: COWNS LANO AQU/SlnONS, LLC POBOX1017 SILT, CO 81652 910.618.4682 40' Scale: 1" = 40' Know what's below. 80' Call before you dig. c:, r:::i ~ 0 cS C.) i-· ::::! Cl) PROJECT NO. 20016 Designer: DJW Drafter: BUI Date B/6/21 c:: .5! -~ :s ·-~ '§ Cl) .... 0 ·== ~ c,,, ·== =::: 0 (..) File Name: 20016-v-p/al.tlwg -~ a.: ~ ,5:: ,§ -CL) ~ Sheet P.1 LEGEND ra~ -----raoo ----- EXISllNG 1' CONTOUR EXISllNG 5' CONTOUR > > > EXISTING DITCH/SWALE FLOW LINE EXISTING EASEMENT PROPOSED EASEMENT PROPERTY/RIGHT-OF-WAY LINE CENTERLINE ---X-----X---EXISllNG FENCE -----E----E--EXISllNG UNDERGROUND ELECTRIC -----T----T--EXISllNG TELEPHONE -----G----G--EXISllNGGAS -----w--2<f--w--EXISllNG WATER LINE NOTES: 1. BURIED UTILITIES ARE SHOWN BASED ON INFORMATION PROVIDED BY OTHERS AND ARE IN THEIR APPROXIMATE LOCATION. 2. SURVEYANDTOPDGRAPHIC MAPPING PROVIDED BY SEXTON SURVEY COMPANY. EX. MILLED ASPHALT APRON CONSTRUCTED IN 2020 {GarCo Permit No. GRB20-D-12 w/ Exemption Lener dated 3/15/21 ) EX. MILLED ASPHALT APRON--, CONSTRUCTED IN 2020 ' (GarCo Permit No. GRB20-D-12 w/ Exemption Letter dated 3/15/21 } RICHARD L ARNOLD 1025 CR 227 SU Cn N S-c, 0 C, C, z ' I f ' X COUNTY ROAD #233 10' UTILITY EASEMENT - --APPRO~MATE LOCATION OF EXISTING SEPTIC TANK EX. CLEANOUT \ \ \ /\ PROPOSED 20' UTILITY EASEMENT CENTERED \ \\ \,,,# ON THE WELLS ANO WATER LINE /~-\ \, ,.--APPRO~MATE \ . / LOCATION OF V EXISTING LEACH FIELD \ ----~ 25' SETBAcR [REAR) I ' I -----iv / /\ 1 / EX. COVERED STORAGE ~~~dB"13g_17± _ :1--t :=;~~-•• \ \ / PROPERTYLINE __ _J09.?0'_ -,~ -----__ ,_ ---I , ~\ j tl::1 ±c 1--' cc ~ ~ ----_L 'v ,i----<-----~ N87° 12' OB"E I I "" \{f., -·.}."' ~l)'.1C\_ \ ' I N9~o1 ~(t6'0"E _/ __ •_•~ 'b' \\ -~• Sf[BACK_(FRONTL --, ---/ ~ :~ ,,. 1 " I I r , ,ff ,_/\ \ ' _ _j' ---------/~ _'c.£H£NCEc 1 \ J: :.1 I EX. LIVESTOCKSHELTE ~1 \ I TO BE REMOVED OR RELOCATED \ OUTSIDE THE SETBACKS \ / I I I / I / / I I / X I /: ' I I I I I + I I ' I I I X \ \ . \ -\: EX. COVERED CONCRETE ENTRYWAY - 5.2' ~ 1 STORY WOOD FRAME HOUSE 33.B" I 25.0' EX. GRAVEL DRIVEWAY GARAGE ~ -\-_. _ __,,,,,.,:,--Jc:.. 3.1' I EX. BREEZEWAY · EX. SHED I X 18.7' f:;; l---'-------,.-120.03•--+-----_;'--''"'...~ / '1:; 14.7' I I~ I NI I~ I X I 1# v{ I I I 1,:,,4' I I I # I / / / I I ~ ,f EX. \ I I I / I I I I / I I EX. CONCRETE LOT: 1 1a8639sf 3.180Ac± APPRO~MATE -- LOCATION OF EX./"---., SEPTIC TANK \ -EX PROPANETANK EX. FENCE -_,_ ~,-, "7:,:~---,- 'I };j-'" ,, I /-/ ~ C' r; l--1 1-i ,H 1 1 El H lJ L_I I _I I _J L J /_J ! J I J I I /_J / I L J r I 'J r1 1 , r 1 .,,.,.,-r1 r1 APPROXIMATE LOCATION_,-I l r I OF EXISTING LEACH FIELD n ~~ (~/ /7 .. C, '' r1 X $ POND I l " I r 0 L __ 4t_ ___ ' -3.57' IP I+ ' GARY & KANDI BROWNSON 5400 CR 233 i I ' I ' ' ' DONALD & COLLEEN OLMSTEAD 5452 CR 233 EXJSTING UTIUTY POLE Civil Engineering J~ Surveying " 'co. & (Beyond" ,. 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 (T) 970.945.5252 www.bu-inc.com Subsurfacs Utility Engineering (SUE) Required Project: NIA If ''Yes", SUE Certification by: Firm: NIA Job #:NIA Date: NIA Engineer or Surveyor Seal Client Information: COWNS LANO AQU/SlnONS, LLC POBOX1017 SILT, CO 81652 910.618.4682 NORTH 0 40' 80' Scale: 1" = 40' Know what's below. Call before you dig. c:, r:::i ~ 0 cS c., i-· ::::! Cl) PROJECT NO. 20016 Designer: OJW Drafter: BUI Date B/6/21 c:: .5! -~ :s ·-~ '§ Cl) .... 0 ·== ~ c,,, ·== =::: 0 (..) File Name: 20016-v-ftJpa.dwg i:::: ~ Q.; I I I ~ I ·-ti) Sheet C.1