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1.0 Application
Limited Impact Review Garfield County, Colorado Parcel ID# 2393-274-01-004 12744 Hwy. 82, Carbondale, CO 81623 November 20, 2018 Prepared by: The Land Studio, Inc. 365 River Bend Way Glenwood Springs, CO 81601 Phone 970-927-3690 landstudio2@comcast.net Prepared for: GO Self Storage HWY 82, LLC P.O. Box 32207 Kansas City, MO 64171 GO Self Storage Limited Impact Review November 20, 2018 2 Table of Contents APPLICATION TEAM ........................................................................................................................... 3 PRE-APPLICATION CONFERENCE SUMMARY ................................................................................ 4 APPLICATION FORM ........................................................................................................................... 9 STATEMENTS OF AUTHORITY ........................................................................................................ 11 PAYMENT AGREEMENT FORM ....................................................................................................... 13 LETTERS OF AUTHORIZATION ....................................................................................................... 14 WAIVER REQUESTS ......................................................................................................................... 16 4-203.B.2 - OWNERSHIP INFORMATION ......................................................................................... 18 4-203.B - PROPERTY OWNERS WITHIN 200’ .................................................................................. 19 4-203.B - MINERAL OWNERS AND LESSEES ................................................................................. 20 4-203.B - ADJACENT PROPERTY OWNERS MAP .......................................................................... 21 4-203.B - PROJECT DESCRIPTION .................................................................................................. 22 EXISTING CONDITIONS PHOTOS .................................................................................................... 24 4-203.C - VICINITY MAP .................................................................................................................... 27 4-203.D - SITE PLAN .......................................................................................................................... 28 4-203.E - GRADING AND DRAINAGE PLAN .................................................................................... 28 4-203.F - LANDSCAPE PLAN ............................................................................................................ 28 4-203.G - IMPACT ANALYSIS ........................................................................................................... 28 4-203.L - TRAFFIC STUDY ................................................................................................................ 30 4-203.M - WATER SUPPLY AND DISTRIBUTION PLAN ................................................................. 30 4-203.N - WASTEWATER MANAGEMENT AND SYSTEM PLAN .................................................... 30 DIVISION 1. GENERAL APPROVAL STANDARDS .......................................................................... 30 7-101. ZONE DISTRICT USE REGULATIONS ......................................................................................... 30 7-102. COMPREHENSIVE PLAN AND INTERGOVERNMENTAL AGREEMENTS ............................................ 30 7-103. COMPATIBILITY ....................................................................................................................... 31 7-104. SOURCE OF WATER ................................................................................................................ 34 7-105. CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS .................................................. 34 7-106. PUBLIC UTILITIES .................................................................................................................... 35 7-107. ACCESS AND ROADWAYS ........................................................................................................ 35 7-108. USE OF LAND SUBJECT TO NATURAL HAZARDS ........................................................................ 35 7-109. FIRE PROTECTION .................................................................................................................. 35 DIVISION 2. GENERAL RESOURCE PROTECTION STANDARDS. ............................................... 35 7-201. AGRICULTURAL LANDS ............................................................................................................ 35 7-202. WILDLIFE HABITAT AREAS ....................................................................................................... 35 7-203. PROTECTION OF WATERBODIES .............................................................................................. 35 7-204. DRAINAGE AND EROSION ........................................................................................................ 36 7-205. ENVIRONMENTAL QUALITY ...................................................................................................... 36 7-206. WILDFIRE HAZARDS ................................................................................................................ 36 7-207. NATURAL AND GEOLOGIC HAZARDS ......................................................................................... 37 7-208. RECLAMATION ........................................................................................................................ 37 DIVISION 3. SITE PLANNING AND DEVELOPMENT STANDARDS ............................................... 37 7-301. COMPATIBLE DESIGN .............................................................................................................. 37 7-302. OFF-STREET PARKING AND LOADING STANDARDS .................................................................... 37 7-303. LANDSCAPING STANDARDS ..................................................................................................... 37 7-304. LIGHTING STANDARDS ............................................................................................................ 38 7-305. SNOW STORAGE STANDARDS ................................................................................................. 38 7-306. TRAIL AND WALKWAY STANDARDS .......................................................................................... 38 DIVISION 10. ADDITIONAL STANDARDS FOR INDUSTRIAL USES .............................................. 38 7-1001. INDUSTRIAL USE STANDARDS ................................................................................................ 38 EXHIBITS: ........................................................................................................................................... 39 GO Self Storage Limited Impact Review November 20, 2018 3 Application Team Applicant HWY 82, LLC Contact: Wes Grammer P.O. Box 32207 Kansas City, MO 64171 913.526.6222 Land Owner HIPA HIPA LLC Contact: Glenn and Laurie Loper PO Box 5061 Aspen, CO 81612 970.948.1122 Legal Counsel Genshaft Cramer LLP Contact: Daryl B. Cramer, Esq. 420 E. Main Street, Suite 200 Aspen, Colorado 81611 970.925.9450 Water Attorney Balcomb & Green, P.C. Contact: Scott Grosscup 818 Colorado Ave Glenwood Springs, CO 81602 970.945.6546 Civil Engineering Sopris Engineering, LLC Contact: Nicholas Kilbourn, P.E. 502 Main Street, Suite A-3 Carbondale, CO 81623 970.704.0311 Land Planning The Land Studio, Inc. Contact: Douglas J. Pratte 365 River Bend Way Glenwood Springs, Colorado 81601 970.927.3690 Water Engineer Wright Water Engineers, Inc. Contact: Jonathan M. Kelly, P.E. 818 Colorado Avenue, Suite 307 Glenwood Springs, CO 81601 970.945.7755 Architect Icon Architecture and Fabrication Contact: Jake Schopp 506 Grand Boulevard Kansas City, MO 64106 0520.122.618 Geotechnical Engineer H-P/Kumar Contact: Daniel E. Hardin, P.E., C.C.E. 5020 County Road 154 Glenwood Springs, CO 81601 970.945.7988 GO Self Storage Limited Impact Review November 20, 2018 4 Pre-Application Conference Summary Gaffield County PRE.APPLICATION CONFERENCE SUMMARYCommunity Development Department 108 8th Street, Suite 401 Glenwood Springso CO 81601 (e70)94s-8212 www.Earfield-countv. com TAX PARCEL NUMBER: 2393-274-01-004 DATE: APPLICANT: Go Self Storage - Wes Grammer CURRENT OWNER: HIPA HIPA LLC PLANNER/REPRESENTATIVE: Doug Pratte, The Land Studio 3t2t18 PRACTICAL LOCATION: 12744 Hwy. 82, Carbondale, CO 81623. The property is located in Section 27, T7S, R88W and is just northeast of the Town of Carbondale on the north side of Highway 82. TYPE OF APPLICATION:Limited lmpact Review - Land Use Change Permit for a Mini Storage Facility ZONING: Rural I. GENERAL PROJECT DESCRIPTION The Property Owner is proposing development of a mini storage facility on the 2.7 acre property. A limited impact review Land Use Change Permit would be required. Preliminary plans for the facility indicate approximately 85,000 sq.ft. of structures configured in multiple buildings. The main building is anticipated to have approximately 75,000 sq.ft. of floor area on 3 floors. An office will be included and services for the facility are anticipated to be a private well and onsite waste water system (OWTS). The Applicant has also indicated that they anticipate leasing trucks/trailers to customers of the facility as an accessory service under the mini storage Land Use Change Permit. The property is located in the Dixon Subdivision and has been part of the Planted Earth Greenhouse Nursery commercial use. Access exists off of Highway 82 but may require an upgraded access permit from CDOT. Consistency with any plat notes or conditions of approval for the Dixon Subdivision would be required. Of note the project will be subject to payment of traffic impact fees at the time of building permit. Section 7-405 of the Land Use and Development Code should be consulted for additional information. GO Self Storage Limited Impact Review November 20, 2018 5 I¡. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS o Garfield County Comprehensive Plan 2030 as amended.r Garfield County Land Use and Development Code as amended.o Rural Zone District - Use Table (Table 3-403).o Rural Zone District - Lot/Building Requirements (Table 3-241) . Review Process (Section 4-104) and Procedures (Section 4-101). . Table 4-102 Common Review Procedures and Required Notice. o Application Materials (Table 4-201and Section 4-203)' . Waivers, Section 4-118 (Standards) and Section 4-202 (Submittal Requirements) o Article 7, Standards - Division 1,2 & 3 as applicable.. Section 7-1001 - Industrial Use Standardso Article 15, Definitions - Storage, Mini III. REVIEW PROCESS The Application will follow the Limited lmpact Review Process contained in Sections 4-101 and 4-104 and in Table 4-102 (see attached flow chart): o Pre-applicationConference. Submittal of Application (3 hard copies plus one digital PDF copy on CD or USB Stick) o Determination of Completeness, if Technically Complete the Applicant will be notified and the request scheduled for a public hearing before the Board of County Commissioners. lf it is not technically complete the Applicant will be advised of the deficiencies and has 60 days to complete the application. . Once determined to be complete, the Application is sent out to referral agencies. ¡ A Public hearing before the Board of County Commissioners is scheduled. . Four additional hardcopies of the Application are provided for the Board of County Commissioners review.. Applicant completes public notice for the public hearing (mailing, posting, and publication) a minimum of 30 days prior to the hearing. o Staff prepares a report including public and referral comments o Review and Action by the Board of County Commissioners at the public hearing. e The Commissioners action is formalized by a resolution. o lf approved with conditions the Applicant must meet the conditions prior to issuance of the Land Use Change Permit.. The Applicant has one year to meet all conditions of approval. IV. SUBMITTAL REQUIREMENTS Application submittal requirements are detailed in Table 4-201, and Section 4-203, Description of Submittal Requirements. Please use the summary provided below as a supplemental check list. GO Self Storage Limited Impact Review November 20, 2018 6 ! General Application Materials (application forms, agreement to pay form, Statement of Authority for Trusts, corporations or LLC's, authorization to represent, and payment of fees).! Evidence of ownership such as a deed for the property and title work if available. ! Narrative description of the proposal. ¡ List of property owners within 200 feet and any mineral rights owners on the property. A statement on how mineral owners were researched is required. ¡ Vicinity Map (including the area generally within 3 miles of the site). ! Site plan with information on proposed location of the facilities, other existing structures, and significant features on the property including but not limited to topography, easements, utilities, ditches, access roads/driveways, wells, existing and proposed waste water treatment systems (OWTS). ! Grading and drainage Plans. Given the amount of impervious surface associated with the proposal, preliminary plans or engineering reports on grading and drainage are needed. lnformation on any retaining walls, detention facilities and related features needs to be provided. n Landscaping Plans! lmpact Analysis. This section includes information on a variety of potential impacts including but not limited to hours of operation and mitigation for any nuisance impacts such as noise and lighting. Potential waivers regarding sections on environmental impacts on wildlife habitat may be requested. Please contact the staff planner for additional information on available resources and potential waiver requests.! Legal access, physical access, and compliance with Roadway Standards Table 7-107. Demonstration of adequacy of the roadway and compliance with Roadway standards must be submitted. Waivers from roadway standards may be requested in accordance with the attached roadway waiver policy. A copy of any existing CDOT access permits should also be provided or the status of any upgrades or amended permits provided. ! Traffic Study: The Traffic study needs to address Highway 82 impacts and access issues. ! Water Supply Plan and supporting documentation including well permits, pump testing, and water quality testing. A waiver to delay submittal of some documentation to be addressed as conditions of approval may be requested, however, based on the scale of the project provision of water supply plan information at the time of submittal is recommended.! Wastewater treatment plans and supporting documentation. Needs to include information on the proposed OWTS, permitting and capacity for the proposal uses. ! lnformation to address applicable sections of Article 7, Divisions 1,2, and 3, needs to be provided. Application formatting that addresses each section of Article 7 are recommended. Application Submittal 3 Hard Copies 1 Di6ital PDF Copy {on CD or USB stick) Both the paper and the digital copy should be split into individual sections. Please refer to the list includeci in your pre-application conference summary for the subm¡ttal requirenrents thaT are ðppropr¡ðte for your application: . General Âpplicat:on Materials! Vicinity Map. Sitê Plân. Grading and Drainage Plarr. Lândscape Plan ' lmpact Analysis. T¡affic Study ' Water Supply/Distribution Plan. Wastewater Managerrent Plan. Article 7 Stardards GO Self Storage Limited Impact Review November 20, 2018 7 n Significant Article 7 Standards for this project are anticipated to include: zoning compliance, comprehensive plan compliance, compatibility, natural hazards, slopes, drainage and erosion, fire protection (including potential fire suppression sprinkler requirements), lighting, parking, access, signage, water and sanitation and Section 7- 1001 lndustrial Use Standards and setbacks. ! lt is recommended that the Applicant contact the Carbondale Fire Protection District on potential fire protection requirements, CDOT on access permit requirements, and the Garfield County Building Department on estimates of traffic impact fees prior to submittal.! Zoning Compliance includes maximum lot coverage. Table 3-201 only includes a Residóntial Maximum Lot Coverage for the Rural Zone District (.15) The Applicant proposes a lot coverage of approximately .35 which is less than the maximum limitation ior Commercial and Industrial Zone Districts (.85 and .75 respectively). The proposed site plan and lot coverage will be addressed as part of the review process. I Parking requirements for uses not listed in Table 7-302.A. are to be determined by the Directol of Community Development. The Applicant needs to provide a detailed plan for parking and include a request for determination of the parking requirement as part of the review process. The Application submittal needs to include 3 hard copies of the entire Application and 1 Digital PDF Copy on a CD or USB Stick. Both the paper and digital copies should be split intó individual sections. Please refer to the pre-application summary for submittal requirements that are appropriate for your Application. Any request for a waiver from standards shall be processed pursuant to Section 4-118 of the Land Use and Development Code. Submittal waiver requests should be consistent with the Pre-Application summary, and Section 4-202. V. APPLICATION REVIEW a. Review by:Staff for completeness recommendation and referral agencies for additional technical review b. Public Hearing - Director's Decision (with notice - not a public hearing) _ Planning CommissionX Board of County Commissioners _ Board of Adjustment c. Referral Agencies May include but are not limited to County Attorney, County Building Department, Carbondale Fire Protection District, CDOT, Division of Water Resources, Town of Carbondale, County Road and Bridge, County Vegetation Manager, County Environmental Health, County Consulting Engineer. GO Self Storage Limited Impact Review November 20, 2018 8 VI. APPLICATION REVIEW FEES a. Planning Review Fees b. Referral Agency Fees: c. Total Deposit: $ 400 $ TBD - consulting engineer/civil engineer fees $ 400 (additional hours are billed at $40.50 /hour) VII. GENERALAPPLICATIONPROCESS¡NG The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. The summary is valid for a six month period, after which an update should be requested. The Applicant is advised that the Application submittal once accepted by the County becomes public information and will be available (including electronically) for review by the public. Proprietary information can be redacted from documents prior to submittal. Pre-aoolication Sum mârv Preoared bv: 2/L 7 Glenn Hartmann Principal Planner Date GO Self Storage Limited Impact Review November 20, 2018 9 Application Form GO Self Storage Limited Impact Review November 20, 2018 10 GO Self Storage Limited Impact Review November 20, 2018 11 Statements of Authority GO Self Storage Limited Impact Review November 20, 2018 12 GO Self Storage Limited Impact Review November 20, 2018 13 Payment Agreement Form GO Self Storage Limited Impact Review November 20, 2018 14 Letters of Authorization GO Self Storage Limited Impact Review November 20, 2018 15 GO Self Storage Limited Impact Review November 20, 2018 16 Waiver Request GO Self Storage Limited Impact Review November 20, 2018 17 GO Self Storage Limited Impact Review November 20, 2018 18 4-203.B.2 - Ownership Information See Title Commitment attached as an Exhibit to this Application. Per the Deed recorded September 4, 1973 as Book 449 at Page 153, a portion of the southwest corner of what is now Parcel C of Dixon Subdivision (Amended Plat recorded May 17, 1996 as reception no. 493122) was transferred to The Colorado Department of Highways. This transfer should have been shown on the Amended Plat. This area is shown on at least two CDOT Right-of-Way maps. Regarding the portion of Parcel C adjoining the Ryobi Foundation Property (platted as reception no. 896391) described in the Order and Decree Quieting Title, this portion was transferred to Kimiko Powers per the Order and Decree recorded August 4, 2003 and based upon a fence line in place. The Applicant requests that an Amended Final Plat be required as a condition of approval to address the CDOT Deed and The Ryobi Foundation Quiet Title action. CDOT Right of Way Plan Sheet and Deed as well as the Recorded Plat and Quiet Title for The Ryobi Foundation Property have been included as an Exhibit to this Application. GO Self Storage Limited Impact Review November 20, 2018 19 4-203.B - Property Owners within 200’ Garfield County Land Explorer Parcel Physical Address Owner Account Num Mailing Address 239326103002 13110 82 HWY CARBONDALE RYOBI FOUNDATION R084006 13110 HIGHWAY 82 CARBONDALE, CO 81623 239327400022 12746 82 HWY CARBONDALE EFFRESS, DAVID S R011613 18778 HORSE CREEK STREET PARKER, CO 80134 239327400027 Not available CARBONDALE SOPRIS PROPERTIES LLC R111491 44 SOUTHBRIDGE COURT CARBONDALE, CO 81623 239327400035 82 HWY CARBONDALE JOINER, THOMAS S & MARY BETH R111961 220 NORTH 12TH STREET CARBONDALE, CO 81623 239327400036 12905 82 HWY CARBONDALE STAHL, MICHAEL KEITH R111962 12905 HIGHWAY 82 CARBONDALE, CO 81623-9505 239327401001 12752 82 HWY CARBONDALE BOLLOCK, KATHRYN ANN & WILLIAM J R112090 12752 HIGHWAY 82 CARBONDALE, CO 81623 239327401002 Not available CARBONDALE HIPA HIPA LLC R112092 PO BOX 5061 ASPEN, CO 81612 239327401003 12744 82 HWY CARBONDALE HIPA HIPA LLC R112089 PO BOX 5061 ASPEN, CO 81612 239327401004 82 HWY CARBONDALE HIPA HIPA LLC R112091 PO BOX 5061 ASPEN, CO 81612 ROW Not available null GO Self Storage Limited Impact Review November 20, 2018 20 4-203.B - Mineral Owners and Lessees The following process was followed in June 2018: 1. Review of the current ownership deed for the property for mineral interests or exceptions to title. 2. Review of a title insurance policy. 3. Checked with the Assessor’s office to determine no mineral interest has been reserved from the subject property. 4. Research of the legal description of the property with the Clerk and Recorder’s computer, no other mineral owners found. 5. Research of whether a Notice of Mineral Estate Ownership was filed for the subject property, no documents found. 6. Research of any transfer deed of the mineral interest to present day. GO Self Storage Limited Impact Review November 20, 2018 21 4-203.B - Adjacent Property Owners Map Garfield County, Colorado Printed: 5/3/20 18 at 10 :47 :53 AM Disclaimer This is a compilation of records as they appear in the Garfield County Offices aff ecting the area shown. This drawing is to be used only for refere nce purpose s and the County is not responsible for any inaccuracies he rein containe d. Garfie ld County Lan d Explorer Copyright Garfield County, Colorado | A ll Rights Reserved© Garfield County Land Explorer ¬1 inch = 37 6 feet 1 inch = 0.07 m ile s 0 0.1 0.20.05 Miles Garfield County Colorado Garfie ld County Colorado www.garfield-county.com Garfield Coun ty Pr inted by Web User GO Self Storage Limited Impact Review November 20, 2018 22 4-203.B - Project Description The proposed Self Storage Facility is planned for Parcel C of the Dixon Subdivision, a 2.7± acre property in Garfield County, Colorado. The property is accessed by Highway 82 via an existing road that has serviced three commercial parcels occupied by Planted Earth Nursery and four adjoining residential properties. Planted Earth has been a Roaring Fork institution for decades, and this proposed Self Storage Facility is located on one of the parcels currently occupied by Planted Earth. The subject property is currently utilized by Planted Earth for landscape material storage/sales, and equipment and vehicle storage. The property is zoned Rural, and a Self Storage Facility is allowed as a Limited Impact Review use. A Land Use Change Permit is necessary for the proposed use, but no rezoning is required. The facility will include a 3-story self-contained storage building and drive-up self storage of approximately 99,407± square feet. The facility will have adequate parking, loading, access, ramps, elevators, and in-unit power outlets. Customers can visit the property, rent a unit, and move in on the spot by using a handy rental kiosk. The facility will be accessible and equipped to handle move-ins any time, 24 hours a day. The office will be open from 8:30 am until 5:30 pm Monday through Friday, and Saturday 9:00 am until 1:00 pm. During business hours clients can call the office if other arrangements need to be made. Climate control will keep the storage units at a stable temperature and humidity level, allowing clients to keep their belongings in good shape while they’re being stored. This helps avoid damage like rust, warping, melting, fading, cracking, swelling, and more. The facility will be fenced and gated with computerized gate access and equipped with a system of security cameras that are constantly recording all activity on the property. Go Self Storage will also provide onsite trucks and trailers for delivery services and for clients to utilize on moving day. GO Self Storage Limited Impact Review November 20, 2018 23 The following is a short list of potential opportunities that this Self Storage Facility will provide in the Roaring Fork Valley: Downsize – While real estate prices continue to escalate in the Roaring Fork Valley, residents may choose to downsize their residence to maintain affordability. This Self Storage Facility will provide opportunities for these residents to scale back their residence size, and retain their belongings in this facility Winter/Summer Toys – Storing winter and summer recreation equipment in the off-season is often difficult to do at a residence. Many HOAs will not allow recreational vehicles or equipment to be stored in driveways. Self storage will allow these vehicles and equipment to be stored in an enclosed central Roaring Fork Valley location. Small Business – Small businesses often have the need to store merchandise and equipment. Again, this Self Storage Facility will provide small businesses with this opportunity for storage in a central Roaring Fork Valley location. More Space – As home sizes decrease in the Roaring Fork Valley and as children choose to stay longer or move back home after college, space becomes limited in smaller homes. Self storage can provide more space for families in smaller residences, and retain the ability for expensive residential floor area to be used for living. Travel – Many residents of the Roaring Fork Valley travel on a regular basis. While the valley is an incredible destination for both winter and summer, some residents choose to travel elsewhere during “their” off seasons. This storage facility will allow these residents to securely store their belongings while traveling. Part Time Residents – Many people reside in the Roaring Fork Valley on a part time basis and choose to rent their homes when not in the valley. Again, this storage facility will allow these residents to securely store their belongings while not residing in the Roaring Fork Valley. In summary, the focus of this facility is to provide secure, enclosed, fire protected, climate controlled, accessible, and clean self storage, in a convenient location for Roaring Fork Valley residents. GO Self Storage Limited Impact Review November 20, 2018 24 Existing Conditions Photos GO Self Storage – Carbondale 12744 CO-82 Carbondale, CO East GO Self Storage – Carbondale 12744 CO-82 Carbondale, CO GO Self Storage Limited Impact Review November 20, 2018 25 South GO Self Storage – Carbondale 12744 CO-82 Carbondale, CO GO Self Storage Limited Impact Review November 20, 2018 26 GO Self Storage Limited Impact Review November 20, 2018 27 4-203.C - Vicinity Map GO Self Storage Limited Impact Review November 20, 2018 28 4-203.D - Site Plan A Site and Drainage Plan has been prepared by Sopris Engineering and is included as an Exhibit to this Application. 4-203.E - Grading and Drainage Plan A Site and Drainage Plan has been prepared by Sopris Engineering and is included as an Exhibit to this Application. Drainage and Erosion Control have been addressed in an Engineering Report prepared by Sopris Engineering which is included as an Exhibit to this Application. 4-203.F - Landscape Plan A Landscape Plan has been included as an Exhibit to this Application. 4-203.G - Impact Analysis 1. Adjacent Land Use. Existing use of adjacent property and neighboring properties within 1,500-foot radius. The neighboring properties to the west and north have historically been commercial use as a Nursery and Garden Center. The property to the east is agriculture and residential. The site plan shows 100’ setbacks from property with residential use. The adjacent property to the south is Highway 82. See attached map for Adjacent Land Owners. 2. Site Features. A description of site features such as streams, areas subject to flooding, lakes, high ground water areas, topography, vegetative cover, climatology, and other features that may aid in the evaluation of the proposed development. No extreme topography and very little native vegetation exists within the proposed development area, which has previously been used as a landscape storage yard. 3. Soil Characteristics. A description of soil characteristics of the site that have a significant influence on the proposed use of the land. A Subsoil Study has been provided by H-P Kumar and is included as an Exhibit to this Application. GO Self Storage Limited Impact Review November 20, 2018 29 4. Geology and Hazard. A description of geologic characteristics of the area including any potential natural or manmade hazards, and a determination of what effect such factors would have on the proposed use of the land. No natural or manmade hazards exist on the proposed site. A Subsoil Study has been provided by H-P Kumar and is included as an Exhibit to this Application. 5. Groundwater and Aquifer Recharge Area. Evaluation of the relationship of the subject parcel to Floodplains, the nature of soils and subsoils and their ability to adequately support waste disposal, the Slope of the land, the effect of sewage effluents, and the pollution of surface Runoff, stream flow, and groundwater. A Subsoil Study has been provided by H-P Kumar and is included as an Exhibit to this Application. 6. Environmental impacts. Determination of the existing environmental conditions on the parcel to be developed and the effects of development on those conditions. No outside processing of materials will occur on site. Vehicle trips for the proposed storage facility will be minimal and the parking area will paved to eliminate dust. No hazardous materials will be used or discharged into water from the proposed use. An Onsite wastewater treatment system will process any waste water from the wash bay or kitchen uses. No extreme topography or natural hazards and very little native vegetation exists within the proposed development area. 7. Nuisance. Impacts on adjacent land from generation of vapor, dust, smoke, noise, glare or vibration or other emanations. The Applicant agrees to use non reflective natural building materials to eliminate glare and will follow Garfield County lighting standards to minimize impacts of exterior lighting on the surrounding neighborhood. Lighting will be off on the upper 2 levels unless there is a customer accessing a unit. Then, only the lights required to create the path to that unit will come on until that person leaves. A Lighting Plan is included as an Exhibit to this Application. No dust, vapor, smoke, or noise will be created with this storage facility as all activity will be contained inside the building. No outdoor storage of any kind will be permitted. 8. Hours of Operation. The Applicant shall submit information on the hours of operation of the proposed use. GO Self Storage Limited Impact Review November 20, 2018 30 The office will be open from 8:30 am until 5:30 pm Monday through Friday, and Saturday 9:00 am until 1:00 pm. During business hours clients can call the office if other arrangements need to be made. The facility will be accessible and equipped to handle move-ins any time, 24 hours a day. 4-203.L - Traffic Study A Traffic Analysis has been completed by Sopris Engineering and is included in the Engineering Report as an Exhibit to this Application. 4-203.M - Water Supply and Distribution Plan The existing property is served by the Tepoel Well located on Parcel A of the Dixon Subdivision. A Water Supply Evaluation from Wright Water Engineering regarding the physical supply and water quality analysis has been included as an Exhibit to this Application. 4-203.N - Wastewater Management and System Plan Based on existing conditions and a soils report prepared by HP Kumar, the installation of a site specific Onsite Wastewater treatment system to serve the proposed development is feasible, is anticipated to be located on the east side of the development and will meet County minimum setback requirements. Sopris Engineering will prepare a detailed OWTS design at the time of building permit application. Division 1. General Approval Standards 7-101. Zone District Use Regulations The 2.7± acre property is zoned Rural and requires a Land Use Change Permit via Limited Impact Review for the proposed self storage use. The proposed use will comply with the 40’ non-residential height limit, the 10’ side yard setback, the 25’ front yard setback, the 50’ Highway 82 setback, and the 100’ setback from residential property lines. There will be no outdoor storage allowed that will trigger a 100’ setback from all property lines. There is not a non-residential lot coverage maximum in the Rural Zone District. This Application proposes a 30% lot coverage maximum for the self storage use. 7-102. Comprehensive Plan and Intergovernmental Agreements The Commercial land use of this parcel was in place prior to the Garfield County Comprehensive Plan 2030 adopted in 2010. Though the Plan was developed to “provide a general statement of direction for land use” the existing commercial use was not recognized in this plan. The following Plan Elements have been addressed to help understand the use of this parcel. GO Self Storage Limited Impact Review November 20, 2018 31 Plan Element Goals from the Garfield County Comprehensive Plan: Housing: No housing is proposed as part of this Application Transportation: The proposed use for this property will not create a significant need for public transportation as the activity will utilize minimal site employees. The parcel is on the Highway 82 corridor and has access to public transit services. Recreation, Open Space, and Trails: This property does not contain public access to trails. Economic Opportunity: This parcel has historically been used for a commercial business for the past 35 years. The proposed use will continue this opportunity to maintain a strong and diverse economic base with a viable commercial use that meets the needs of Garfield County residents. Agriculture: No agriculture activities currently exist on this property and no agricultural activities on adjoining properties will be negatively impacted by the self storage use on this site. Water and Sewer Services: GO Self Storage will utilize an existing well with a commercial well permit for its self storage water use. Scott Grosscup of Balcomb and Green and Jonathan Kelly of Wright Water Engineers have provided reports on the legal and physical water supply for the proposed self storage use. An engineered OWTS will be designed for the proposed facility at building permit as part of the engineering plans to be prepared by Sopris Engineering. Natural Resources: Very little natural vegetation and no natural waterbodies exist on the parcel. No offsite natural water bodies or vegetation will be negatively impacted by the proposed self storage use. A Landscape Plan is provided to illustrate proposed plant materials for the facility. Mineral Extraction: No mineral extraction project is proposed with this Application. 7-103. Compatibility The proposed Self Storage Facility is located in a previous nursery yard that has also been utilized to store vehicles and landscape materials related to the Planted Earth business that has occupied this site for the past 35 years. Historically, Planted Earth has utilized the parcel to the north of the Self Storage Facility parcel as an equipment yard, and the parcel to the west has contained a retail center, retail nursery, greenhouse, and shade structures. The parcel to the east is a large ranch with defined building envelopes for residential, art center/museum, and ranch headquarters uses. The proposed GO Self Storage Limited Impact Review November 20, 2018 32 Self Storage Facility is set back 100’ from the residential property line to the east. The illustration below depicts Planted Earth uses from Garfield County records for a 2007 Demolition Permit for an existing greenhouse. The proposed Self Storage Facility is located below four residences to the north/northwest that share access to Highway 82 and below the Ryobi Foundation ranch parcel to the east. Generally, the storage facility will reside lower than the developed areas of these parcels per the following Google Earth profiles and table: GO Self Storage Limited Impact Review November 20, 2018 33 GO Self Storage Google Earth Elevation Profiles Existing Grade (ft.) Vertical Horizontal Profile Storage Neighbor Distance (ft.) Distance (ft.) A 6184 6274 90 532 B 6184 6334 150 819 C 6184 6390 206 880 D 6184 6302 118 701 E 6184 6325 141 1920 F 6184 6266 82 2325 GO Self Storage Limited Impact Review November 20, 2018 34 As illustrated in the exhibits above, the GO Self Storage Facility existing grade resides 82’ – 206’ below the existing grade of neighboring structures and 532’ – 2,325’ horizontally from them. Architectural renderings and visual imagery of the proposed GO Self Storage Facility have been included as an Exhibit to this Application. 7-104. Source of Water See section 4-203.M 7-105. Central Water Distribution and Wastewater Systems See section 4-203.N GO Self Storage Limited Impact Review November 20, 2018 35 7-106. Public Utilities Sopris Engineering has provided an Engineering Report and a Utility Plan that is included as an Exhibit to this Application. 7-107. Access and Roadways Access and Roadways are addressed in the Engineering Report prepared by Sopris Engineering and included as an Exhibit to this Application. 7-108. Use of Land Subject to Natural Hazards No extreme topography or natural hazards and very little native vegetation exists within the proposed development area, which has previously been used as a landscape storage yard with very little vegetative cover. 7-109. Fire Protection Per the Colorado Wildfire Risk Assessment, the Go Self Storage site has a low fire intensity rating. The Applicant agrees to maintain vegetation control on the property to minimize any potential impacts from wildfire following State Forest Service guidelines for defensible space. The Applicant met with Carbondale and Rural Fire Protection District on June 15, 2018 to discuss emergency vehicle ingress/egress as well as fire protection requirements. See the Sopris Engineering’s report included as an Exhibit to this Application for details related to fire protection. Division 2. General Resource Protection Standards. 7-201. Agricultural Lands No agricultural operation currently exist on the proposed development parcel and no other agricultural operations will be negatively impacted by the proposed Storage Facility. 7-202. Wildlife Habitat Areas There will be no impact on native vegetation for the proposed development. This parcel has been nearly void of native vegetation due to previous disturbance and use as a landscape storage yard. 7-203. Protection of Waterbodies No waterbodies exist on the proposed development parcel and no nearby waterbodies will be negatively impacted by the proposed Storage Facility. GO Self Storage Limited Impact Review November 20, 2018 36 7-204. Drainage and Erosion A Site and Drainage Plan has been prepared by Sopris Engineering and is included as an Exhibit to this Application. Drainage and erosion control have also been addressed in an Engineering Report prepared by Sopris Engineering, which is included as an Exhibit to this Application. 7-205. Environmental Quality No outside processing of materials will occur on site. Vehicle trips for the proposed storage facility will be minimal and the parking area will paved to eliminate dust. No hazardous materials will be used or discharged into water from the proposed use. On site wastewater treatment system will process any waste water from the wash bay or kitchen uses. 7-206. Wildfire Hazards Per the following 2012 Colorado Wildfire Risk Assessment, the Go Self Storage site has a low fire intensity rating. The Applicant agrees to maintain vegetation control on the property to minimize any potential impacts from wildfire following State Forest Service guidelines for defensible space. GO Self Storage Limited Impact Review November 20, 2018 37 7-207. Natural and Geologic Hazards See the Subsoil Study provided by HP-Kumar included as an Exhibit to this Application. 7-208. Reclamation See the Site and Drainage Plan and the Landscape Plan included as an Exhibit to this Application. Division 3. Site Planning and Development Standards 7-301. Compatible Design The proposed Self Storage Facility is located in a previous nursery yard that has also been utilized to store vehicles and landscape materials related to the Planted Earth business that has occupied this site for the past 35 years. Historically, Planted Earth has utilized the parcel to the north of the Self Storage Facility parcel as an equipment yard, and the parcel to the west has contained a retail center, retail nursery, greenhouse, and shade structures. The parcel to the east is a large ranch with defined building envelopes for residential, art center/museum, and ranch headquarters uses. The proposed Self Storage Facility is set back 100’ from the residential property line to the east. The proposed Self Storage Facility is also located below four residences to the north/northwest that share access to Highway 82 and below the Ryobi Foundation ranch parcel to the east. Generally, the storage facility will reside lower than the developed areas of these parcels per the Google Earth profiles and table provided previously. As illustrated in these exhibits, the GO Self Storage Facility existing grade resides 82’ – 206’ below the existing grade of neighboring structures and 532’ – 2,325’ horizontally from them. Architectural renderings and visual imagery of the proposed GO Self Storage Facility have been included as an Exhibit to this Application. 7-302. Off-Street Parking and Loading Standards See the Site and Drainage Plan provided by Sopris Engineering for parking layout and design. 1 space per 2,000 square feet of Floor Area is proposed for this facility per the parking standards for Warehouse in Table 7-302.A.: Minimum Off-Street Parking Standards By Use in the Garfield County Land Use and Development Code. 7-303. Landscaping Standards A Landscape Plan has been submitted as an Exhibit to this Application. GO Self Storage Limited Impact Review November 20, 2018 38 7-304. Lighting Standards The Applicant will follow Garfield County lighting standards to minimize impacts of exterior lighting on the surrounding neighborhood. Lighting will be off on the upper 2 levels unless there is a customer accessing a unit. Then, only the lights required to create the path to that unit will come on until that person leaves. A Lighting Plan is included as an Exhibit to this Application. 7-305. Snow Storage Standards The Applicant has areas sufficient to store snow without impacting off-street parking or public roadways. Snow storage has been addressed on the included Site Plan. 7-306. Trail and Walkway Standards No recreational or community facilities are applicable for this Application. Division 10. Additional Standards for Industrial Uses 7-1001. Industrial Use Standards A. Residential Subdivisions This Application is not on property platted as a residential Subdivision. B. Setbacks The proposed storage facility has a 100’ setback from the nearest residential property line, a 50’ setback from Highway 82, a 25’ setback from the front yard property line and a 10’ setback from the side property lines. C. Concealing and Screening The storage facility will be a 3-story self-contained storage facility and drive- up self storage. The facility will be fenced and gated with no outdoor storage of products or materials. D. Storing No hazardous products will be stored on this property. E. Industrial Wastes No flammable or explosive solids or gases and hazardous materials will be stored at this property. F. Noise Noise levels will not exceed State noise standards, all activity will be contained within the enclosed storage facility, no heavy equipment or machinery will be in use for this proposed use. GO Self Storage Limited Impact Review November 20, 2018 39 G. Ground Vibration The Applicant agrees to the limits of ground vibration at any point of any boundary line of the property. No ground vibration will occur from this storage facility use. H. Hours of Operation The office will be open from 8:30 am until 5:30 pm Monday through Friday, and Saturday 9:00 am until 1:00 pm. During business hours clients can call the office if other arrangements need to be made. The facility will be accessible and equipped to handle move-ins any time, 24 hours a day. I. Interference, Nuisance, or Hazard The Applicant does not propose any use of items that will create glare, flaring of gases, reflective materials or other legal requirements for safety. The Applicant proposes to implement either an anti-reflective glass on the façade or printed imagery on glass to accomplish reduction of glare. Lighting will be off on the upper 2 levels unless there is a customer accessing a unit. Then, only the lights required to create the path to that unit will come on until that person leaves. Site lighting will be bollard fixtures at the front entry and downlights above the bay doors. Exhibits: Title Commitment, Land Title Guarantee Company Traffic Analysis Letter, Sopris Engineering Engineering Report and CDOT Access Permit Application, Sopris Engineering Subsoil Study, H-P Kumar Site Plan and Drainage Plan, Sopris Engineering Utility Plan, Sopris Engineering Water Supply Evaluation, Wright Water Engineers, Inc. Legal Water Supply Letter, Balcomb and Green Architectural Renderings and Visual Imagery Lighting Plan Landscape Plan, The Land Studio, Inc. Improvement Survey Plat, SGM GO Self Storage Limited Impact Review November 20, 2018 Title Commitment, Land Title Guarantee Company Quiet Title, Kimiko Powers Ryobi Foundation Recorded Plat GO Self Storage Limited Impact Review November 20, 2018 Engineering Report, Sopris Engineering And CDOT Access Permit Application GO Self Storage Limited Impact Review November 20, 2018 Subsoil Study, H-P Kumar GO Self Storage Limited Impact Review November 20, 2018 Site Plan and Drainage Plan, Sopris Engineering GO Self Storage Limited Impact Review November 20, 2018 Utility Plan, Sopris Engineering GO Self Storage Limited Impact Review November 20, 2018 Water Supply Evaluation, Wright Water Engineers, Inc. GO Self Storage Limited Impact Review November 20, 2018 Legal Water Supply Letter, Balcomb and Green GO Self Storage Limited Impact Review November 20, 2018 Architectural Renderings and Visual Imagery GO Self Storage Limited Impact Review November 20, 2018 Lighting Plan GO Self Storage Limited Impact Review November 20, 2018 Landscape Plan, The Land Studio, Inc. GO Self Storage Limited Impact Review November 20, 2018 Improvement Survey Plat, SGM 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:ABJ63012264-6 Date: 04/19/2018 Property Address:12744 HIGHWAY 82, CARBONDALE, CO 81623 PLEASE CONTACT YOUR CLOSER OR CLOSER'S ASSISTANT FOR WIRE TRANSFER INSTRUCTIONS For Closing Assistance Closer's Assistant For Title Assistance Kimberly Parham 533 E HOPKINS #102 ASPEN, CO 81611 (970) 925-1678 (Work) (303) 393-4870 (Work Fax) kparham@ltgc.com Contact License: CO414945 Company License: CO44565 Nikki Durrett 533 E HOPKINS #102 ASPEN, CO 81611 (970) 925-1678 (Work) (800) 318-8202 (Work Fax) ndurrett@ltgc.com Company License: CO44565 Sandy Johnson 5975 GREENWOOD PLAZA BLVD GREENWOOD VILLAGE, CO 80111 (303) 850-4126 (Work) sandyjohnson@ltgc.com Buyer/Borrower MONARCH XIV, LLC (816) 589-6267 (Other) (816) 309-1975 (Other) Ryan.Anderson@platformv.com Terry.Anderson@platformv.com Delivered via: Electronic Mail Agent for Seller ASPEN SNOWMASS SOTHEBY'S INTERNATIONAL REALTY Attention: CASEY SLOSSBERG 415 E HYMAN AVE ASPEN, CO 81611 (970) 925-6060 (Work) (970) 920-9993 (Work Fax) casey.slossberg@sothebysrealty.com Delivered via: Electronic Mail Seller/Owner HIPA HIPA, LLC (970) 948-1701 (Cell) (970) 366-2598 (Work) lrosedale@comcast.net groundskeepers@icloud.com Delivered via: Electronic Mail Attorney for Buyer GENSHAFT CRAMER LLP Attention: DARYL CRAMER 420 E MAIN ST ASPEN, CO 81611 (970) 925-9450 (Work) (561) 714-3350 (Home) dcramer@genshaftcramer.com Delivered via: Electronic Mail Agent for Buyer ASPEN ASSOCIATES - REALTY GROUP Attention: PATRICK BORY 510 E HYMAN AVE #21 ASPEN, CO 81611 (970) 544-5800 (Work) (970) 319-2178 (Home) (970) 544-8185 (Work Fax) pj@pjbory.com Delivered via: Electronic Mail Attorney for Seller LAW OFFICES OF PRESTON FOX PC Attention: PRESTON FOX 205 S MILL ST #301A ASPEN, CO 81611 (970) 920-0105 (Work) (970) 920-0106 (Work Fax) preston@foxpc.net Delivered via: Electronic Mail Agent for Buyer ASPEN ASSOCIATES - REALTY GROUP Attention: ASHLEY CHOD 510 E HYMAN AVE #21 ASPEN, CO 81611 (970) 544-5800 (Work) (970) 274-9588 (Home) (970) 544-8185 (Work Fax) ashley@aspenassociatesrealty.com Delivered via: Electronic Mail GENSHAFT CRAMER LLP Attention: DOROTHY MARKOWSKI 420 E MAIN ST ASPEN, CO 81611 (970) 925-9450 (Work) DMARKOWSKI@GENSHAFTCRAMER.COM Delivered via: Electronic Mail Land Title Guarantee Company Estimate of Title Fees Order Number:ABJ63012264-6 Date: 04/19/2018 Property Address:12744 HIGHWAY 82, CARBONDALE, CO 81623 Parties:MONARCH XIV, LLC, A ______________ LIMITED LIABILITY COMPANY HIPA HIPA LLC, A COLORADO LIMITED LIABILITY COMPANY Visit Land Title's Website at www.ltgc.com for directions to any of our offices. Estimate of Title insurance Fees "ALTA" Owner's Policy 06-17-06 Reissue Rate $2,092.00 Deletion of Standard Exception(s)$100.00 Endorsement Patent-06 #9 $100.00 Tax Certificate (X 3 PARCELS)(TO BE ORDERED PRIOR TO CLOSING)$78.00 Total $2,370.00 If Land Title Guarantee Company will be closing this transaction, the fees listed above will be collected at closing. Thank you for your order! Chain of Title Documents: Garfield county recorded 06/27/2014 under reception no. 850765 Plat Map(s): Garfield county recorded 05/17/1996 under reception no. 493122 Garfield county recorded 01/12/2004 under reception no. 644474 Property Address: 12744 HIGHWAY 82, CARBONDALE, CO 81623 1.Effective Date: 03/23/2018 at 5:00 P.M. 2.Policy to be Issued and Proposed Insured: "ALTA" Owner's Policy 06-17-06 Reissue Rate Proposed Insured: MONARCH XIV, LLC, A ______________ LIMITED LIABILITY COMPANY $2,300,000.00 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: HIPA HIPA LLC, A COLORADO LIMITED LIABILITY COMPANY 5.The Land referred to in this Commitment is described as follows: LOT A, AMENDED FINAL PLAT OF LOT A OF THE DIXON SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED JANUARY 12, 2004 UNDER RECEPTION NO. 644474 ALSO ACCORDING TO DIXON SUBDIVISION THIRD AMENDED PLAT OF LOT A RECORDED DECEMBER 23, 2015 UNDER RECEPTION NO. 871742; AND PARCEL C, DIXON SUBDIVISION AMENDED PLAT, ACCORDING TO THE PLAT THEREOF RECORDED MAY 17, 1996 AT RECEPTION NO. 493122, LESS THAT PORTION DESCRIBED IN ORDER AND DECREE QUIETING TITLE RECORDED AUGUST 4, 2003 IN BOOK 1501 AT PAGE 322; AND PARCEL D, DIXON SUBDIVISION AMENDED PLAT, ACCORDING TO THE PLAT THEREOF RECORDED MAY 17, 1996 AT RECEPTION NO. 493122, ALL IN THE COUNTY OF GARFIELD, STATE OF COLORADO. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:ABJ63012264-6 Copyright 2006-2018 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:ABJ63012264-6 Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to-wit: 1.RELEASE OF DEED OF TRUST DATED JUNE 27, 2014 FROM HIPA HIPA LLC, A COLORADO LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF GARFIELD COUNTY FOR THE USE OF ALPINE BANK ASPEN TO SECURE THE SUM OF $750,000.00 RECORDED JUNE 27, 2014, UNDER RECEPTION NO. 850767. 2.RELEASE OF DEED OF TRUST DATED JULY 24, 2014 FROM HIPA HIPA LLC, A COLORADO LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF GARFIELD COUNTY FOR THE USE OF COLORADO LENDING SOURCE, LTD TO SECURE THE SUM OF $620,000.00 RECORDED JULY 29, 2014, UNDER RECEPTION NO. 851908. SAID DEED OF TRUST WAS ASSIGNED TO U.S. SMALL BUSINESS ADMINISTRATION IN ASSIGNMENT RECORDED JULY 29, 2014 UNDER RECEPTION NO. 851910. SAID DEED OF TRUST WAS FURTHER SECURED IN ASSIGNMENT OF RENTS RECORDED JULY 29, 2014, UNDER RECEPTION NO. 851911. THIRD PARTY LENDER AGREEMENT BY AND BETWEEN ALPINE BANK, A COLORADO BANKING CORPORATION, AND COLORADO LENDING SOURCE, LTD., RECORDED JULY 29, 2014 UNDER RECEPTION NO. 851912. 3.(THIS ITEM WAS INTENTIONALLY DELETED) 4.DULY EXECUTED AND ACKNOWLEDGED STATEMENT OF AUTHORITY SETTING FORTH THE NAME OF HIPA HIPA LLC, A COLORADO LIMITED LIABILITY COMPANY AS A LIMITED LIABILITY COMPANY. THE STATEMENT OF AUTHORITY MUST STATE UNDER WHICH LAWS THE ENTITY WAS CREATED, THE MAILING ADDRESS OF THE ENTITY, AND THE NAME AND POSITION OF THE PERSON(S) AUTHORIZED TO EXECUTE INSTRUMENTS CONVEYING, ENCUMBERING, OR OTHERWISE AFFECTING TITLE TO REAL PROPERTY ON BEHALF OF THE ENTITY AND OTHERWISE COMPLYING WITH THE PROVISIONS OF SECTION 38-30-172, CRS. NOTE: THE STATEMENT OF AUTHORITY MUST BE RECORDED WITH THE CLERK AND RECORDER. 5.CERTIFICATE OF GOOD STANDING OF MONARCH XIV, LLC, A ______________ LIMITED LIABILITY COMPANY, ISSUED BY THE SECRETARY OF STATE OF PROPER JURISDICTION. 6.A FULL COPY OF THE FULLY EXECUTED OPERATING AGREEMENT AND ANY AND ALL AMENDMENTS THERETO FOR MONARCH XIV, LLC, A ______________ LIMITED LIABILITY COMPANY MUST BE FURNISHED TO LAND TITLE GUARANTEE COMPANY. SAID AGREEMENT MUST DISCLOSE WHO MAY CONVEY, ACQUIRE, ENCUMBER, LEASE OR OTHERWISE DEAL WITH INTERESTS IN REAL PROPERTY FOR SAID ENTITY. NOTE: ADDITIONAL REQUIREMENTS MAY BE NECESSARY UPON REVIEW OF THIS DOCUMENTATION. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B-1 (Requirements) Order Number: ABJ63012264-6 The following are the requirements to be complied with: 7.DULY EXECUTED AND ACKNOWLEDGED STATEMENT OF AUTHORITY SETTING FORTH THE NAME OF MONARCH XIV, LLC, A ______________ LIMITED LIABILITY COMPANY AS A LIMITED LIABILITY COMPANY. THE STATEMENT OF AUTHORITY MUST STATE UNDER WHICH LAWS THE ENTITY WAS CREATED, THE MAILING ADDRESS OF THE ENTITY, AND THE NAME AND POSITION OF THE PERSON(S) AUTHORIZED TO EXECUTE INSTRUMENTS CONVEYING, ENCUMBERING, OR OTHERWISE AFFECTING TITLE TO REAL PROPERTY ON BEHALF OF THE ENTITY AND OTHERWISE COMPLYING WITH THE PROVISIONS OF SECTION 38-30-172, CRS. NOTE: THE STATEMENT OF AUTHORITY MUST BE RECORDED WITH THE CLERK AND RECORDER. 8.WARRANTY DEED FROM HIPA HIPA LLC, A COLORADO LIMITED LIABILITY COMPANY TO MONARCH XIV, LLC, A ______________ LIMITED LIABILITY COMPANY CONVEYING SUBJECT PROPERTY. NOTE: THE OPERATING AGREEMENT FOR HIPA HIPA LLC, A COLORADO LIMITED LIABILITY COMPANY, DISCLOSES GLENN LOPER AND LAURIE ROSEDALE LOPER AS THE MEMBERS, BOTH OF WHOM MUST SIGN TO EXECUTE LEGAL INSTRUMENTS ON BEHALF OF SAID ENTITY. AS TO THE OWNER'S POLICY ONLY: NOTE: ITEMS 1-3 OF THE STANDARD EXCEPTIONS WILL BE DELETED FROM THE POLICY WHEN ISSUED. UPON THE APPROVAL OF THE COMPANY AND THE RECEIPT OF A NOTARIZED FINAL LIEN AFFIDAVIT, ITEM NO. 4 OF THE STANDARD EXCEPTIONS ON THE OWNER'S POLICY, WILL BE AMENDED AS FOLLOWS: ITEM NO. 4 OF THE STANDARD EXCEPTIONS IS DELETED AS TO ANY LIENS OR FUTURE LIENS RESULTING FROM WORK OR MATERIAL FURNISHED AT THE SPECIFIC, DIRECT REQUEST, AND WITH THE ACTUAL KNOWLEDGE OF HIPA HIPA LLC, A COLORADO LIMITED LIABILITY COMPANY. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SHALL HAVE NO LIABILITY FOR ANY LIENS ARISING FROM WORK OR MATERIAL FURNISHED AT THE SPECIFIC, DIRECT REQUEST, AND WITH THE ACTUAL KNOWLEDGE OF MONARCH XIV, LLC, A ______________ LIMITED LIABILITY COMPANY. NOTE: ITEM 5 OF THE STANDARD EXCEPTIONS WILL BE DELETED IF LAND TITLE GUARANTEE COMPANY CONDUCTS THE CLOSING OF THE CONTEMPLATED TRANSACTION(S) AND RECORDS THE DOCUMENTS IN CONNECTION THEREWITH. NOTE: UPON PROOF OF PAYMENT OF 2017 TAXES, ITEM 6 WILL BE AMENDED TO READ: TAXES AND ASSESSMENTS FOR THE YEAR 2018 AND SUBSEQUENT YEARS. NOTE: ITEMS 7(A) AND 7(B) OF THE STANDARD EXCEPTIONS ARE HEREBY DELETED. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B-1 (Requirements) Order Number: ABJ63012264-6 The following are the requirements to be complied with: 1.Any facts, rights, interests, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 2.Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3.Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 4.Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5.Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6.(a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 7.(a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 8.EXISTING LEASES AND TENANCIES. 9.RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES, AND RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED MAY 26, 1895, IN BOOK 12 AT PAGE 366. 10.EASEMENTS AND RIGHTS OF WAY AS RESERVED IN INSTRUMENTS RECORDED SEPTEMBER 18, 1956 IN BOOK 295 AT PAGE 178 AND RECORDED MAY 17, 1961 IN BOOK 334 AT PAGE 169, THE SPECIFIC LOCATIONS OF WHICH ARE NOT DEFINED. 11.EASEMENTS AND RIGHTS OF WAY AS CONTAINED IN INSTRUMENT RECORDED APRIL 9, 1962 IN BOOK 340 AT PAGE 349. 12.TERMS AND CONDITIONS OF GARFIELD COUNTY RESOLUTION NO. 79-60 RECORDED JUNE 12, 1979 IN BOOK 529 AT PAGE 704. 13.EASEMENTS AND RIGHTS OF WAY AS CONTAINED IN WARRANTY DEED RECORDED JULY 1, 1980 IN BOOK 551 AT PAGE 64. 14.EASEMENTS AND RIGHTS OF WAY AS CONTAINED IN WARRANTY DEED RECORDED SEPTEMBER 10, 1985 IN BOOK 675 AT PAGE 324. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B-2 (Exceptions) Order Number: ABJ63012264-6 The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 15.TERMS, CONDITIONS, AND PROVISIONS CONTAINED IN AGREEMENT RECORDED NOVEMBER 14, 1988 IN BOOK 744 AT PAGE 172. 16.EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF DIXON SUBDIVISION AMENDED RECORDED MAY 17, 1996 UNDER RECEPTION NO. 493122. 17.UTILITY EASEMENT AS CONTAINED IN INSTRUMENT RECORDED MAY 20, 1999 IN BOOK 1130 AT PAGE 825. NOTE: PARTIAL VACATION AND ABANDONMENT OF EASEMENT IN CONNECTION THEREWITH RECORDED DECEMBER 18, 2017, UNDER RECEPTION NO. 901375 18.(THIS ITEM WAS INTENTIONALLY DELETED) 19.EASEMENTS AND RIGHTS OF WAY FOR UTILITIES AS CONTAINED IN INSTRUMENT RECORDED APRIL 17, 2000 IN BOOK 1182 AT PAGE 581. 20.EASEMENTS AND RIGHTS OF WAY FOR UTILITY PURPOSES AS CONTAINED IN INSTRUMENT RECORDED MARCH 26, 2001 UNDER RECEPTION NO. 578050. NOTE: NOTE: PARTIAL VACATION AND ABANDONMENT OF EASEMENT IN CONNECTION THEREWITH RECORDED DECEMBER 18, 2017, UNDER RECEPTION NO. 901375 21.(THIS ITEM WAS INTENTIONALLY DELETED) 22.(THIS ITEM WAS INTENTIONALLY DELETED) 23.(THIS ITEM WAS INTENTIONALLY DELETED) 24.TERMS, CONDITIONS AND PROVISIONS OF AGREEMENTS RECORDED NOVEMBER 27, 2001 AT RECEPTION NO. 592490 AND AGREEMENT RECORDED NOVEMBER 27, 2001 UNDER RECEPTION NO. 592491 AND RECORDED NOVEMBER 27, 2001 UNDER RECEPTION NO. 592492. 25.TERMS, CONDITIONS, PROVISIONS AND EASEMENTS OF BOUNDARY LINE ADJUSTMENT RECORDED JANUARY 07, 2004 AT RECEPTION NO. 644309 AND MAP RECORDED JANUARY 7, 2004 UNDER RECEPTION NO. 644310. 26.EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF DIXON SUBDIVISION RECORDED JANUARY 12, 2004 UNDER RECEPTION NO. 644474. 27.EASEMENTS AND RIGHTS OF WAY GRANTED TO HOLY CROSS IN INSTRUMENT RECORDED APRIL 16, 2008 UNDER RECEPTION NO. 746592. 28.DIXON SUBDIVISION THIRD AMENDED PLAT OF LOT A, VACATING THE CONSERVATION EASEMENT ON LOT A OF DIXON SUBDIVISION RECORDED DECEMBER 23, 2015 UNDER RECEPTION NO. 871742. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B-2 (Exceptions) Order Number: ABJ63012264-6 The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 29.ANY FACTS, RIGHTS, INTERESTS OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF THE FOLLOWING FACTS SHOWN ON IMPROVEMENT SURVEY PLAT CERTIFIED OCTOBER 19, 2017 PREPARED BY SMG, JOB #2014-400.002: SAID DOCUMENT STORED AS OUR ESI IMAGE NO. 8291173 A. THE ENCROACHMENT OF A GREENHOUSE AND THREE HOOP HOUSES ONTO THAT CERTAIN EASEMENT GRANTED TO HOLLY CROSS ENERGY BY INSTRUMENT RECORDED APRIL 16, 2008 UNDER RECEPTION NO. 746592. B. EXISTING FENCE LINES DO NOT COINCIDE WITH THE EXACT BOUNDARIES OF THE LAND. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B-2 (Exceptions) Order Number: ABJ63012264-6 The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 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. Note: Pursuant to CRS 10-11-123, notice is hereby given: 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) 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 and Meridian Land Title, LLC, as agents 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 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 either obtain 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 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 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 to Insure ALTA Commitment - 2006 Rev. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, a Minnesota corporation, (Company), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the requirements; all subject to the provisions of Schedule A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this commitment shall cease and terminate six months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. Conditions and Stipulations 1. The term "mortgage", when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and the Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at www.alta.org. Standard Exceptions In addition to the matters contained in the Conditions and Stipulations and Exclusions from Coverage above referred to, this Commitment is also subject to the following: 1. Rights or claims of parties in possession not shown by the Public records. 2. Easements, or claims of easements, not shown by the Public Records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey or inspection of the Land would disclose and which are not shown by the Public Records. 4. Any lien, or right to a lien, for services, labor or material theretofore 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 the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. IN WITNESS WHEREOF, Old Republic National Title Insurance Company 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 President Old Republic National Title Insurance Company, a Stock Company 400 Second Avenue South Minneapolis, Minnesota 55401 (612)371-1111 Mark Bilbrey, President Rande Yeager, Secretary AMERICAN LAND TITLE ASSOCIATION ALTA COMMITMENT FORM Adopted Copyright 2006- 2018 American Land Title Association. All rights reserved. Account Number R112089 Certificate Number 2018-00636 Parcel 239327401003 Acres 4.621 Order Number Assessed To Vendor ID 4 HIPA HIPA LLC PO BOX 5061 ASPEN, CO 81612 Land Title 1317 Grand Ave #200 Glenwood Springs, CO 81601 Legal Description Situs Address Section: 27 Township: 7 Range: 88 Subdivision: DIXON SUB AMD PLAT Lot: A THIRD AMENDED PLAT OF LOT A RECEPTION #871742. 012744 82 HWY Year Tax Interest Fees Payments Balance Tax Charge 2017 $16,063.56 $0.00 $0.00 $0.00 $16,063.56 Total Tax Charge $16,063.56 Grand Total Due as of 04/05/2018 $16,063.56 Tax Billed at 2017 Rates for Tax Area 011 - 1R-MF - 011 Authority Mill Levy Amount GARFIELD COUNTY 13.6550000 $3,034.28 CARBONDALE & RURAL FIRE 9.3060000 $2,067.89 BASALT WATER CONSER 0.0390000 $8.67 COLO RIVER WATER CONS 0.2540000 $56.44 SCHOOL DISTRICT RE-1 44.0380000 $9,785.68 COLORADO MTN COLLEGE 3.9970000 $888.17 GARFIELD COUNTY PUBLIC LIBR 1.0010000 $222.43 Taxes Billed 2017 72.2900000 $16,063.56 Values Actual Assessed MERCHANDISING-LAND $426,230 $123,610 MERCHANDISING- IMPROVEMENT $327,830 $95,070 SPEC.PURPOSE- IMPROVEMENTS $12,170 $3,530 Total $766,230 $222,210 All Tax Lien Sale amounts are subject to change due to endorsement of current taxes by the lienholder or to advertising and distraint warrant fees. Changes may occur and the Treasurer's Office will need to be contacted prior to remittance after the following dates: Personal Property and Mobile Homes - September 1, 2018, Real Property - September 1, 2018. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. Special taxing districts and the boundaries of such districts may be on file with the Board of County Commissioners, the County Clerk, or the County Assessor. This certificate does not include land or improvements assessed under a separate account number, personal property taxes, transfer tax or misc. tax collected on behalf of other entities, special or local improvement district assessments or mobile homes, unless specifically mentioned. I, the undersigned, do hereby certify that the entire amount of taxes due upon the above described parcels of real property and all outstanding sales for unpaid taxes as shown by the records in my office from which the same may still be redeemed with the amount required for redemption are as noted herein. In witness whereof, I have hereunto set my hand and seal. GARFIELD COUNTY TREASURER Certificate of Taxes Due Apr 5, 2018 9:12:06 AM Page 1 of 1 Account Number R112091 Certificate Number 2018-00637 Parcel 239327401004 Acres 0.00 Order Number Assessed To Vendor ID 4 HIPA HIPA LLC PO BOX 5061 ASPEN, CO 81612 Land Title 1317 Grand Ave #200 Glenwood Springs, CO 81601 Legal Description Situs Address Section: 27 Township: 7 Range: 88 Subdivision: DIXON SUB AMD PLAT Lot: C EXCEPT A TR CONT 5689 SF AS DESC IN QUIET TITLE BK 1501 PG 322. 82 HWY Year Tax Interest Fees Payments Balance Tax Charge 2017 $8,277.92 $0.00 $0.00 $0.00 $8,277.92 Total Tax Charge $8,277.92 Grand Total Due as of 04/05/2018 $8,277.92 Tax Billed at 2017 Rates for Tax Area 011 - 1R-MF - 011 Authority Mill Levy Amount GARFIELD COUNTY 13.6550000 $1,563.63 CARBONDALE & RURAL FIRE 9.3060000 $1,065.63 BASALT WATER CONSER 0.0390000 $4.47 COLO RIVER WATER CONS 0.2540000 $29.09 SCHOOL DISTRICT RE-1 44.0380000 $5,042.78 COLORADO MTN COLLEGE 3.9970000 $457.70 GARFIELD COUNTY PUBLIC LIBR 1.0010000 $114.62 Taxes Billed 2017 72.2900000 $8,277.92 Values Actual Assessed MERCHANDISING-LAND $394,870 $114,510 Total $394,870 $114,510 All Tax Lien Sale amounts are subject to change due to endorsement of current taxes by the lienholder or to advertising and distraint warrant fees. Changes may occur and the Treasurer's Office will need to be contacted prior to remittance after the following dates: Personal Property and Mobile Homes - September 1, 2018, Real Property - September 1, 2018. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. Special taxing districts and the boundaries of such districts may be on file with the Board of County Commissioners, the County Clerk, or the County Assessor. This certificate does not include land or improvements assessed under a separate account number, personal property taxes, transfer tax or misc. tax collected on behalf of other entities, special or local improvement district assessments or mobile homes, unless specifically mentioned. I, the undersigned, do hereby certify that the entire amount of taxes due upon the above described parcels of real property and all outstanding sales for unpaid taxes as shown by the records in my office from which the same may still be redeemed with the amount required for redemption are as noted herein. In witness whereof, I have hereunto set my hand and seal. GARFIELD COUNTY TREASURER Certificate of Taxes Due Apr 5, 2018 9:13:17 AM Page 1 of 1 Account Number R112092 Certificate Number 2018-00638 Parcel 239327401002 Acres 0.00 Order Number Assessed To Vendor ID 4 HIPA HIPA LLC PO BOX 5061 ASPEN, CO 81612 Land Title 1317 Grand Ave #200 Glenwood Springs, CO 81601 Legal Description Situs Address Section: 27 Township: 7 Range: 88 Subdivision: DIXON SUB AMD PLAT Lot: D AKA: PARCEL D Year Tax Interest Fees Payments Balance Tax Charge 2017 $3,999.80 $0.00 $0.00 $0.00 $3,999.80 Total Tax Charge $3,999.80 Grand Total Due as of 04/05/2018 $3,999.80 Tax Billed at 2017 Rates for Tax Area 011 - 1R-MF - 011 Authority Mill Levy Amount GARFIELD COUNTY 13.6550000 $755.53 CARBONDALE & RURAL FIRE 9.3060000 $514.90 BASALT WATER CONSER 0.0390000 $2.16 COLO RIVER WATER CONS 0.2540000 $14.05 SCHOOL DISTRICT RE-1 44.0380000 $2,436.62 COLORADO MTN COLLEGE 3.9970000 $221.15 GARFIELD COUNTY PUBLIC LIBR 1.0010000 $55.39 Taxes Billed 2017 72.2900000 $3,999.80 Values Actual Assessed VACANT COMMERCIAL LOTS $187,010 $54,230 NON-RESIDENTIAL IMPROVEMENT $3,790 $1,100 Total $190,800 $55,330 All Tax Lien Sale amounts are subject to change due to endorsement of current taxes by the lienholder or to advertising and distraint warrant fees. Changes may occur and the Treasurer's Office will need to be contacted prior to remittance after the following dates: Personal Property and Mobile Homes - September 1, 2018, Real Property - September 1, 2018. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. Special taxing districts and the boundaries of such districts may be on file with the Board of County Commissioners, the County Clerk, or the County Assessor. This certificate does not include land or improvements assessed under a separate account number, personal property taxes, transfer tax or misc. tax collected on behalf of other entities, special or local improvement district assessments or mobile homes, unless specifically mentioned. I, the undersigned, do hereby certify that the entire amount of taxes due upon the above described parcels of real property and all outstanding sales for unpaid taxes as shown by the records in my office from which the same may still be redeemed with the amount required for redemption are as noted herein. In witness whereof, I have hereunto set my hand and seal. GARFIELD COUNTY TREASURER Certificate of Taxes Due Apr 5, 2018 9:14:12 AM Page 1 of 1 From :Roussin - CDOT, Daniel <daniel.roussin@state.co.us> Subject :Re: Lot A Parcel C Dixon Sub. Go Self Storage Facility (SE Job # 17235) To :Yancy Nichol <ynichol@sopriseng.com> Cc :nkilbourn <nkilbourn@sopriseng.com>, landstudio2 <landstudio2@comcast.net> Zimbra nkilbourn@sopriseng.com Re: Lot A Parcel C Dixon Sub. Go Self Storage Facility (SE Job # 17235) Tue, May 01, 2018 10:55 AM External images are not displayed. Display images below Yancy - As discussed, we think your numbers are too high for the nursery. We would be in support of 70 DHV for all the uses (nursery, storage, 4 homes) and we would agree that the additional storage units don't increase the traffic by 20%. I would suggest that we document this with an access permit that doesn't require any improvements. Having the access permit will answer any questions in the future. Let me know if you have any questions. Dan Dan Roussin Permit Unit Manager Traffic and Safety P 970.683.6284 | F 970.683.6290 222 South 6th Street, Room 100, Grand Junction, CO 81501 daniel.roussin@state.co.us | www.codot.gov/ | www.cotrip.org On Fri, Mar 23, 2018 at 12:04 PM, Yancy Nichol <ynichol@sopriseng.com> wrote: Sorry forgot to attached the exhibits. Thanks, Yancy T. Nichol, P.E. SOPRIS ENGINEERING, LLC 502 MAIN STREET, SUITE A-3 CARBONDALE, CO 81623 Wright Water Engineers, Inc. 818 Colorado Avenue, Suite 307, P.O. Box 219 www.wrightwater.com Glenwood Springs, Colorado 81602 e-mail: jkelly@wrightwater.com (970) 945-7755 TEL (970) 945-9210 FAX DENVER DURANGO (303) 480-1700 TEL (303) 480-1020 FAX (970) 259 -7411 TEL (970) 259-8758 FAX July 10, 2018 Via Email Wes Grammer GO Self Storage P.O. Box 22876 Kansas City, MO 64113 Re: Water Supply Evaluation for Proposed GO Self Storage Facility Dear Mr. Grammer: Wright Water Engineers, Inc. (WWE) has prepared this letter report to document the methodology used to estimate the daily water demands for the proposed GO Self Storage facility. In addition, we evaluated the adequacy of the physical water supply to meet the proposed water demands. The project is proposed to be developed on Parcel C of the Dixon Subdivision at 12744 Highway 82 in Garfield County, Colorado. The well for the self-storage facility is located on Lot A of the Dixon Subdivision. The Improvement Survey Plat is attached to show the locations of the lots and the well. WATER DEMAND The water uses associated with the proposed self-storage facility include three bathrooms, an employee kitchen, and a vehicle washbay. To estimate the daily water demand associated with these uses, WWE consulted the Garfield County On-Site Wastewater Treatment System (OWTS) Regulations. Table 6-2 of the Regulations provided estimates of average daily wastewater flow for various uses in gallons per day (gpd). While Table 6-2 does not provide estimates for the exact uses associated with the proposed self-storage facility, WWE was able to use the table as a guide and used engineering judgment for the best fits. The estimated wastewater flow for each restroom was based on a residential lavatory (sink) and water closet (toilet) with rates of 8.4 and 24.8 gpd, respectively. With each of the three restrooms rated at 33.2 gpd, all three total to an estimated 99.6 gpd of wastewater flow. The employee kitchen was based on a residential kitchen with a dishwasher (1.8 gpd) and kitchen sink (5.8 gpd) for a total wastewater flow of 7.6 gpd. The vehicle washbay was assumed to be equivalent to two utility sinks, each at 8.4 gpd, for a total of 16.8 gpd. Therefore, the total estimated wastewater flow for the proposed facility is 124 gpd. Assuming that 90 percent of the water used at the facility becomes wastewater (10 percent consumption), the water demand for the facility is 137.8 gpd, or rounding up to 140 gpd. Mr. Wes Grammer July 10, 2018 Page 2 WWE did a literature search to verify the reasonableness of the water demand of 140 gpd, or 0.157 acre-feet per year. We found values of 0.13 to 0.174 acre-feet per year for similar facilities; however, these estimates were typically dominated by outdoor use for landscape irrigation. For example, of the annual demand of 0.174 acre-feet, only 0.024 acre-feet was for indoor use. Therefore, we conclude that our estimate is very conservative due to outdoor irrigation demand being satisfied by the irrigation ditch. WATER SUPPLIES The property is served by the TePoel Well operating under Permit No. 45419-F-R (see attached) located on Lot A of the Dixon Subdivision. The permit allows for pumping at a rate of up to 30 gallons per minute (gpm), and “the use of ground water from this well is limited to drinking and sanitary purposes and the irrigation of 0.70 acres [sic] of landscaping/agricultural materials at the Planted Earth.” Historically, the well served a single-family residence and various uses and facilities associated with the Planted Earth nursery and greenhouse. The property has shares in the Lower Kelso Ditch Company, and the Kelso Ditch is the primary source of irrigation water for the exiting nursery and greenhouse. The existing well was drilled by Shelton Drilling on March 9, 2001 (see attached Well Construction and Test Report). The well was drilled to a total depth of 141 feet encountering Maroon Formation from depths of 74 feet to TD. The well was completed with perforated casing in the bottom 40 feet of the well. The static water level at the time of drilling was 80 feet. For the proposed facility, all potable uses will come from the TePoel Well and all landscape irrigation will be provided by the Kelso Ditch. The water demand of the facility estimated at 140 gpd will be served by the well, which may also continue to serve the historical uses on the three lots. WELL YIELD A 20-gpm pump was installed by Samuelson Pump Company on April 19, 2001 (see attached Pump Installation and Test Report). A pumping test was performed on April 20, with a static water level of 82 feet, 4 inches. After pumping for an unknown time at 20 gpm, the water level was 83 feet, 2½ inches. WWE conducted a pumping test on the well on May 31, 2018. The well plumbing was configured such that the well would cycle on to fill three pressure tanks and then cycle off while the tanks emptied. Based on previous tests showing little drawdown, we determined that a 4-hour test would likely be adequate. Prior to starting the pumping test, the initial water level was 69.20 feet below the top of casing. The pumping test was started at 10:15 am. The pumping test was performed by closing all valves to the remainder of the property except for the pressure tanks. A hose was connected to a bib at the pressure tank and turned on. A flow rate was also established by measuring the time it took to fill a 15-gallon bucket from the hose. The discharge was approximately 10 to 12 gallons per minute. Mr. Wes Grammer July 10, 2018 Page 3 For the first hour of the pumping test, a water level was acquired in the well, with the use of a water level indicator. A measurement was taken about every minute and noted. During the pumping test when the pump would cycle on, the water level would drop approximately 10 inches and then maintain a constant depth. Once the pump would turn off, the water level would return relatively quickly to where it was before the pump turned on. Figure 1 is a graph showing the water level measurement during the pumping test. The test was continued for another 3 hours until approximately 2:15 pm. During that time, the water level was evaluated to verify there had not been any changes. During the last 15 minutes of the pumping test, the water levels were evaluated once more and determined the same drawdown and recover were taking place to a static water level of 69.40 feet below the top of casing. Since recovery of the water level was almost immediate, there was no need to continue to monitor the water level after the test had been completed. WWE estimated that between 2,400 and 2,880 gallons were pumped during the four-hour test. The current property owner provided well meter readings from water year 2016 (See Table 1). The records indicate the winter time use of about 1,070 gpd, then the water use ramping up to a maximum of 6,345 gpd in June. It is unclear whether the additional use included irrigation, or just additional uses associated with the nursery and greenhouse operation during the irrigation season. Regardless, the data show that the well has demonstrated it is capable of supplying a water demand in excess of 6,000 gpd. WELL WATER QUALITY WWE collected water quality samples for laboratory analysis near the end of the pumping test. The suite of parameters tested are a subset of those parameters that have drinking water standards that WWE typically uses for private well water supplies. Table 2 summarizes the laboratory results for the well water. As shown in the table, none of the parameters had a detected level that exceeded the primary or secondary standards, where applicable. The water had a hardness of 344 mg/L, which is typical of well water completed in bedrock. A water softener would be recommended to reduce scaling on pipes. The total dissolved solids (TDS) was also high at 492 mg/L, making the water marginal for irrigation. Both of these parameters are purely aesthetic and have no adverse health risk. CONCLUSION The water demand associated with the proposed self-storage facility is conservatively estimated to be 140 gpd. The well has demonstrated both historically and during our pumping test to be able to satisfy a demand far in excess of the proposed demand. Therefore, even if historical uses continue on Lot A and Parcel D, the well will be able to provide an adequate physical supply, especially since the outdoor irrigation uses will be satisfied via the Kelso Ditch. The water quality of the well water showed good water quality with the only treatment needed for aesthetic purposes and disinfection. Mr. Wes Grammer July 10, 2018 Page 4 Please do not hesitate to call if you have any questions. Very truly yours, WRIGHT WATER ENGINEERS, INC. By ______________________________ Jonathan M. Kelly, P.E. Senior Water Resources Engineer Attachments: SGM Improvement Survey Plat Well Permit No. 45419-F-R Well Construction and Test Report Pump Installation and Test Report Figure 1 – Water Level Measurement Table 1 – 2016 Well Meter Readings Table 2 – Water Quality Analysis ACZ Laboratories Water Quality Report cc: Doug Pratte, The Land Studio G:\WWE\181-053\000\Docs\GO Self Storage Water Supply.docx Form No. „ OFFICE OF THE STATE ENGINEER GWS-25 COLORADO DIVISION OF WATER RESOURCES818CentennialBldg., 1313 Sherman St., Denver, Colorado 80203 303) 866-3581 APPLICANT 1095 WELL PERMIT NUMBER 45419 F R_ DIV. 5 WD 38 DES. BASIN MD w?. M oiuuK. rang. auoorv: uiAQN DIVIDE CREEK LAND & CATTLE CO C/O LEAVENWORTH & KARP PC P O DRAWER 2030 GLENWOOD SPRINGS, CO 81602- 970) 945-2261 APPROVED WELL LOCATION GARFIELD COUNTY NW 1/4 SE 1/4 Section 27 Township 7 S Range 88 W Sixth P.M. DISTANCES FROM SECTION LINES 2400 Ft. from South Section Line 1850 Ft. from East Section Line UTM COORDINATES LKMI F TO CONSTRUCT A WELL Northing: Easting: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) 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 assure the applicant 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. 2) 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. 3) Approved pursuant to CRS 37-90-137(2) and State Engineer Hearing Case no. 92-SE-03 for the replacement of an existing well, permit no. 45419-F-R, appropriating ground water tributary to the Roaring Fork River, as an alternate point of diversion to the Basalt Conduit, on the condition that the well shall be operated only when the Basalt Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect and when a water allotment contract between the well owner and the Basalt Water Conservancy District for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. BWCD contract #3.3.5.135(a). The old well must be plugged and abandoned in accordance with Rule 16 of the Water Well Construction Rules. A Well Abandonment Report form must be submitted within sixty (60) days after construction of the new well, affirming that the old well was plugged and abandoned. 4) The use of ground water from this well is limited to drinking and sanitary purposes and the irrigation of 0.70 acres of landscaping/agriculturalmaterialsatthePlantedEarth. 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 TePoel Well, Water Court Case No. W-1506. Physical well address is 12744 Highway 82, Carbondale, CO 81623. 5) Approval of this replacement permit shall not result in an expanded use of ground water. 6) The maximum pumping rate of this well shall not exceed 30 GPM. 7) The average annual amount of ground water to be appropriated shall not exceed two (2) acre-foot (651,700 gallons). 8) 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. 9) 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. 10) This well shall be constructed not more than 200 feet from the location specified on this permit. 11) This well shall be constructed at least 600 feet from any existing well, except permit nos. 164088 and 162494, which were the subject of State Engineer Hearing Case no. 92-SE-03 or any well that is not owned by the applicant. 12) The changetexpansion of use from the decreed use of this well (TePcel Well, Case no. W-1506) is a change in water right. An applicationshouldbemadetotheDivision5WaterCourtforthischangeofwaterright. NOTE: Parcel Identification Number (PIN): 23-2393-274-01-003 Jv3?NOTE: Assessor Tax Schedule Number: R112089 APPROVED DMW ZI State Engineer gg ?? n l? qnMAR077EXPIRATInNnAT6iAP0I2=2, WELL CONSTRUCTION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER FOR OFFICE USE ONLY 95"2:v4/e ' REC1. WELL PERMIT NUMBER 045419-F-R EnrEn 2.Owner Name(s) : Divide Creek Land & Cattle Mailing Address 12744 Hwy 82 City, St. Zip : Carbondale, Co. 81623 Phone (970) 963-1731 MAR 2 1 2001 WATER EE,,.STATEE G r?1G?NEEfiAPPROVAL28ws31-91-03 3.WELL LOCATION AS DRILLED: NW 1/4 SE DISTANCES FROM SEC. LINES: 2400 ft. from South Sec. line. and SUBDIVISION : Dixon STREET ADDRESS AT WELL LOCATION : 114 Sec. 27 Twp. 07S Range 88W 1850 ft. from East Sec. line. OR LOT A BLOCK FILING(UNIT) 4 GROUND SURFACE ELEVATION ft. DATE COMPLETED 03/09/01 TOTAL DRILLING METHOD Air Rotary DEPTH 141 ft. DEPTH COMPLETED 141 ft. 5. GEOLOGIC LOG :6. HOLE DIAM. (in)FROM (ft)TO (ft) Depth Type of Material (Size, Color, and Type)9.0 0 74 000-035 Red Dirt, Rocks 6.5 74 141 035-074 Maroon formation Broken Loose 074-141 Maroon formation 7. PLAIN CASING OD (in)Kind Wall Size From (ft)To (ft) 7.0 Steel 0.240 1 74 5.5 PVC 250 41 101 PERF. CASING : Screen S lot Size : 5.5 PVC 250 101 141 WATER LOCATED : 100+ K 8. Filter Pack Material : Size : Interval : 9. Packer Placement Type Depth REMAR S :10. GROUTING RECOR D Material Amount Density Interval Placement cement 5 sks 16 gal 10-40 poured 11. DISINFECTION : Type : HTH Amt. Used : oz. 12. WELL TEST DATA : [ ] Check Box If Test Data is Submitted On Supplemental Form. TESTING METHOD : Air Compressor Static Level : 80 ft. Datelrime Measured 3/9/01 Production Rate 30 gpm Pumping Level Total ft. Date/Time Measured 3/9/01 Test Length 2 hrs. Remarks : 13. 1 have reef lire smtenierite made herein and Imow lire contemsdrereof, and that fl" are trw to my WaMedge. (PU ra'aro Sectimi 244104 (13)(s) CRS, dre maldns of false statements mnstlbiles perju in the sooond me Brat is punishable asa dss 1 mbdemeanorJ CONTRACTOR : Shelton Drilling Corp. Phone :(970) 927-4182 Mailing Address P.O. Box 1059 Basalt, CO. Lic. No. 1095 Name I Title (Please Type or Print) Wayne Shelton / President I Sign a Date 03/19/01 ORIGINAL FORM NO. OWS-32 10194 PUMP INSTALLATION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER For ONice Use only RECEIVED y5-0 0`c J MAY 2 3 20011. WELL PERMrf NUMBER 454 i A — F k wnreaaESOUHCFS srnrE 2 CAtTln3 Col OWNER NAME(S) Yo CRk- uaun P C_ Mailing Address /0-0, ntencut'Z 203fo City, St. Zip (S ty1lwGon Spl,. moo• s1b02 Phone ( cl?0) 94S- 2'2—T 1 3. WELL LOCATION AS DRILLED: AM 1/4 SE 1/4, Sec. Zi Twp. ' S , Range DISTANCES FROM SEC. LINES: 2400 ft. from SoLrr-H Sec. line. and l-so ft. from E"ASl Sec. line. tnoM souln) Wor SUBDIVISION: LOT—BLOCK— FILING(UNIT) STREET ADDRESS AT WELL LOCATION: 4. PUMP DATA: Type 7SU /9Mt;'I¢Sf 14 ui Installation Completed - - 4/m/01 Pump Manufacturer S-A PQ IT Pump Mo.:al No. 2ow4f- o214 -03 Design GPM Zo at RPM -i 45o HP //z. Nw , Vofts 23oy , Full Load Amps //_2 Pump Intake Depth !z5' Feet, Drop /Column Pipe Size &4 Inches, Kind 3cN CryF rC. ADDITIONAL INFORMATION FOR PUMPS GREATER THAT 50 GPM: TURBINE DRIVER TYPE: Electric Engine Other Design Head feet, Number of Stages Shaft size inches. S. OTHER EQUIPMENT: Airline Installed Yes ® No, Orfice Depth ft. Monitor Tube Installed YesE No, Depth ft. Flow Meter Mfg. Meter Serial No. Meter Readout Gallons, Thousand Gallons, Acre feet, Beginning Reading 6. TEST DATA: Check box d Test data is submitted on Supplemental Form. Date 4 zo v i Total Well Depth 130 ` Time Static Level Rz' -4 " Rate (GPM) 20 GPI Date Measured zo Pumping Lvl. 81'_;iZ° 7. DISINFECTION: Type CLX)W -W Amt. Used /GPZ -- S. Water Quality analysis available. ED Yes J23 No 9. Remarks 0. 1 have read the statements made herein and know the contents thereof, and that they are true to my knowledge. Pursuant to Section 24.4 -104 (13)(a) C.R.S., the making of false statements herein constMUtes perjury in the second degree and is punishable as a class 1 misdemeanor.] CONTRACTOR UN V C6. - A)C• Phone () 945 -6309 Lic. No. 1050. Mailing Address r ^ P IU Name/Thle (Please type or print) CAvN SAMUEL50N Pk Signature Date ox/A/ G:\WWE\181-053\000\Engr\Pumping Test\ Water Level Data.xlsx Wright Water Engineers, Inc. July 10, 2018 Prepared By: MO Checked By: SDS -70.4 -70.2 -70 -69.8 -69.6 -69.4 -69.2 -69 -68.8 Water Level (feet)Time FIGURE 1 GO Self Storage -TePoel Well Water Level Measurement May 31, 2018 Time Water Level (ft)Note Time Water Level (ft)Note 10:15:00 AM 69.21 Pump off 10:46:33 AM 69.31 10:17:04 AM 69.21 Pump on 10:46:52 AM 69.3 Pump on 10:17:38 AM 69.8 10:47:24 AM 70 10:19:10 AM 70.1 Pump off 10:47:40 AM 70.05 10:19:40 AM 69.35 10:48:25 AM 70.1 10:20:40 AM 69.31 10:49:10 AM 70.11 Pump off 10:21:30 AM 69.28 10:49:37 AM 69.5 10:23:07 AM 69.27 Pump on 10:49:52 AM 69.4 10:23:34 AM 69.92 10:51:19 AM 69.32 10:23:46 AM 70 10:52:52 AM 69.3 Pump on 10:24:08 AM 70.05 10:53:23 AM 70 10:25:07 AM 70.08 Pump off 10:53:55 AM 70.1 10:25:49 AM 69.41 10:54:56 AM 70.11 Pump off 10:27:12 AM 69.3 10:55:32 AM 69.45 10:28:59 AM 69.28 Pump on 10:55:58 AM 69.4 10:29:13 AM 69.8 10:57:03 AM 69.35 10:29:47 AM 70 10:58:01 AM 69.31 Pump on 10:30:00 AM 70.1 10:58:50 AM 69.31 10:31:01 AM 70.17 Pump off 10:59:17 AM 69.91 10:32:50 AM 69.7 10:59:25 AM 70 10:33:07 AM 69.3 10:59:32 AM 70.05 10:34:22 AM 69.28 10:59:50 AM 70.1 10:34:56 AM 69.2 Pump on 11:00:55 AM 70.13 Pump off 10:35:52 AM 70.03 11:01:50 AM 69.4 10:36:21 AM 70.08 11:02:59 AM 69.35 10:37:04 AM 70.15 Pump off 11:04:11 AM 69.32 10:37:39 AM 69.4 11:04:47 AM 69.32 Pump on 10:39:21 AM 69.33 11:05:06 AM 69.9 10:40:22 AM 69.3 11:05:26 AM 70 10:41:04 AM 69.28 Pump on 11:05:44 AM 70.1 10:41:31 AM 70 11:06:49 AM 70.13 Pump off 10:42:17 AM 70.1 11:07:18 AM 69.5 10:43:03 AM 70.12 Pump off 11:08:01 AM 69.4 10:43:49 AM 69.4 GO Self Storage - TePoel Well Well Water Level Measurement - May 31, 2018 G:\WWE\181-053\000\Engr\Pumping Test\ Water Level Data.xlsx Year: 2016 GALLONS GALLONS PER DAY ACRE FEET NOVEMBER '15 1 2,480,390 DECEMBER '15 3 2,510,400 30,010 1,072 0.09 JANUARY -0 0.00 FEBRUARY -0 0.00 MARCH -0 0.00 APRIL 5 2,630,201 119,801 4,792 0.37 MAY 2,720,406 90,205 2,910 0.28 JUNE 2,910,765 190,359 6,345 0.58 JULY 3,000,295 89,530 2,888 0.27 AUGUST 3,050,775 50,480 1,628 0.15 SEPTEMBER 3,104,325 53,550 1,785 0.16 OCTOBER 31 3,207,300 102,975 3,322 0.32 TABLE 1 HIPA HIPA LLC WATER RIGHTS DIVERSIONS MONTH DAY METER READING DIVERSION AMOUNT G:\WWE\181-053\000\Engr\Diversion Records\ 2016 Diversions.xlsx ANALYTE UNITS Method Tepoel Well MCL1 MCLG2 SMCL3 Aluminum (Total)mg/L EPA 200.7 <0.03 0.050-0.2 Antimony (Total)mg/L EPA 200.8 <0.0004 0.006 0.006 Arsenic (Total)mg/L EPA 200.8 0.001 0.010 0 Barium (Total)mg/L EPA 200.7 0.020 2 2 Beryllium (Total)mg/L EPA 200.8 <0.00005 0.004 0.004 Cadmium (Total)mg/L EPA 200.7 <0.005 0.005 0.005 Calcium (Dissolved)mg/L EPA 200.7 84.3 Chromium (Dissolved)mg/L EPA 200.7 <0.01 0.1 0.1 Copper (Total)mg/L EPA 200.7 <0.01 1.3 1.3 1.0 Iron (Total)mg/L EPA 200.7 <0.02 0.3 Lead (Total)mg/L EPA 200.8 0.0005 0.015 0 Magnesium (Dissolved)mg/L EPA 200.7 32.5 Manganese (Total)mg/L EPA 200.7 <0.005 0.05 Mercury (Total)mg/L EPA 245.1 <0.0002 0.002 0.002 Nickel (Total)mg/L EPA 200.7 <0.008 0.1 Potassium (Dissolved)mg/L EPA 200.7 2.4 Selenium (Total)mg/L EPA 200.8 0.002 0.05 0.05 Silica (Dissolved)mg/L EPA 200.7 27.1 Silver (Total)mg/L EPA 200.7 <0.01 0.10 Sodium (Dissolved)mg/L EPA 200.7 38.0 Thallium (Total)mg/L EPA 200.8 <0.0001 0.002 0.0005 Uranium mg/L EPA 200.8 0.0091 Zinc (Total)mg/L EPA 200.7 <0.01 5 Alkalinity, Total as CaCO3 mg/L SM2320B 267 Chloride mg/L SM4500CI-E 10.8 250 Corrosivity, Langelier Index SM 2330 1.1 Cyanide, Total mg/L EPA 335.4 <0.003 0.2 0.2 Fluoride mg/L SM4500F-C 0.44 4 4 2 Hardness, Total as CaCO3 mg/L SM 2340B 344 Nitrogen, Nitrate mg/L NO3NO2-NO2 0.89 10 10 Nitrogen, Nitrate+Nitrite mg/L EPA 353.2 0.89 Nitrogen, Nitrite mg/L EPA 353.2 <0.01 1 1 pH su SM4500H+B 8.2 6.5-8.5 Phosphorus, Total mg/L EPA 365.1 <0.02 Solids, Total Dissolved mg/L SM2540C 492 Solids, Total Suspended mg/L SM2540D <5 Specific Conductivity umhos/cm SM2510B 754 Sulfate mg/L SM4500 SO4-D 130 250 Turbidity NTU EPA 180.1 <0.1 0.5 Gross Alpha pCi/L 7.3 15 Gross Beta pCi/L 3.3 50 1Maximum Contaminant Level (MCL) - The highest level of a contaminant that is allowed in drinking water. MCLs are set as close to MCLGs as feasible using the best available treatment technology and taking cost into consideration. MCLs are enforceable standards. 2Maximum Contaminant Level Goal (MCLG) - The level of a contaminant in drinking water below which there is no known or expected risk to health. MCLGs allow for a margin of safety and are non-enforceable public health goals. 3National Secondary Drinking Water Regulations (NSDWRs or secondary standards) are non-enforceable guidelines regulating contaminants that may cause cosmetic effects (such as skin or tooth discoloration) or aesthetic effects (such as taste, odor, or color) in drinking water. EPA recommends secondary standards to water systems but does not require systems to comply. TABLE 2 GO Self Storage - Water Quality Analysis Sampled on May 31, 2018 G:\WWE\181-053\000\Engr\Water Quality\ Table 2 WQ Results.xlsx Wright Water Engineers, Inc. July 10, 2018 Prepared By: MO Checked By: JMK ACZ Sample ID:L44642-01 Sample ID:WELL TEPEOL Sample Matrix:Drinking Water Wright Water Engineers Project ID:181-053.000 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic Analytical Results Date Sampled:05/31/18 14:56 Date Received:06/01/18 Parameter EPA Method Result Units MDLQual AnalystDatePQL Inorganic Prep XQDilution Cyanide, total M335.4 - Manual Distillation jlg06/14/18 10:08 Phosphorus, total M365.1 - Auto Ascorbic Acid Digestion jlg/las06/06/18 14:13 Total Recoverable Digestion M200.2 ICP-MS mfm06/06/18 13:08 Total Recoverable Digestion M200.2 ICP dcm06/19/18 10:19 Parameter EPA Method Result Units MDLQual AnalystDatePQL Metals Analysis XQDilution Aluminum, total recoverable M200.7 ICP mg/L 0.2U aeh0.03 06/20/18 17:301 Antimony, total recoverable M200.8 ICP-MS mg/L 0.002U bsu0.0004 06/14/18 13:081 Arsenic, total recoverable M200.8 ICP-MS 0.001 mg/L 0.002B bsu0.0005 06/14/18 13:081 Barium, total recoverable M200.7 ICP 0.020 mg/L 0.02 aeh0.003*06/20/18 17:301 Beryllium, total recoverable M200.8 ICP-MS mg/L 0.0003U bsu0.00005 06/14/18 13:081 Cadmium, total recoverable M200.7 ICP mg/L 0.02U aeh0.005*06/20/18 17:301 Calcium, dissolved M200.7 ICP 84.3 mg/L 0.5 dcm0.1 06/19/18 4:501 Chromium, dissolved M200.7 ICP mg/L 0.05U dcm0.01*06/19/18 4:501 Copper, total recoverable M200.7 ICP mg/L 0.05U aeh0.01*06/20/18 17:301 Iron, total recoverable M200.7 ICP mg/L 0.05U aeh0.02 06/20/18 17:301 Lead, total recoverable M200.8 ICP-MS 0.0005 mg/L 0.0005 bsu0.0001 06/14/18 13:081 Magnesium, dissolved M200.7 ICP 32.5 mg/L 1 dcm0.2 06/19/18 4:501 Manganese, total recoverable M200.7 ICP mg/L 0.03U aeh0.005 06/20/18 17:301 Mercury, total M245.1 CVAA mg/L 0.001U che0.0002 06/16/18 11:341 Nickel, total recoverable M200.7 ICP mg/L 0.04U aeh0.008*06/20/18 17:301 Potassium, dissolved M200.7 ICP 2.4 mg/L 1 dcm0.2*06/19/18 4:501 Selenium, total recoverable M200.8 ICP-MS 0.002 mg/L 0.005B bsu0.001 06/14/18 13:081 Silica, dissolved M200.7 ICP 27.1 mg/L 1 dcm0.2 06/19/18 4:501 Silver, total recoverable M200.7 ICP mg/L 0.03U aeh0.01*06/20/18 17:301 Sodium, dissolved M200.7 ICP 38.0 mg/L 1 dcm0.2 06/19/18 4:501 Thallium, total recoverable M200.8 ICP-MS mg/L 0.0005U bsu0.0001 06/14/18 13:081 Uranium, total recoverable M200.8 ICP-MS 0.0091 mg/L 0.0005 bsu0.0001 06/14/18 13:081 Zinc, total recoverable M200.7 ICP mg/L 0.05U aeh0.01 06/20/18 17:301 REPIN.02.06.05.01 * Please refer to Qualifier Reports for details. Page 2 of 22L44642-1806221021 ACZ Sample ID:L44642-01 Sample ID:WELL TEPEOL Sample Matrix:Drinking Water Wright Water Engineers Project ID:181-053.000 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic Analytical Results Date Sampled:05/31/18 14:56 Date Received:06/01/18 Parameter EPA Method Result Units MDLQual AnalystDatePQL Wet Chemistry XQDilution Alkalinity as CaCO3 SM2320B - Titration Bicarbonate as CaCO3 267 mg/L 20 ecc206/12/18 0:001 Carbonate as CaCO3 mg/L 20U ecc206/12/18 0:001 Hydroxide as CaCO3 mg/L 20U ecc206/12/18 0:001 Total Alkalinity 267 mg/L 20 ecc206/12/18 0:001 Cation-Anion Balance Calculation Cation-Anion Balance 0.6 %calc06/22/18 0:00 Sum of Anions 8.5 meq/L calc06/22/18 0:00 Sum of Cations 8.6 meq/L calc06/22/18 0:00 Chloride SM4500Cl-E 10.8 mg/L 2 wtc0.5*06/18/18 13:201 Conductivity @25C SM2510B 754 umhos/cm 10 ecc106/12/18 17:211 Corrosivity (calc.)SM 2330 - CaCO3 SI 1.1 SI Unit calc*06/22/18 0:00 Cyanide, total M335.4 - Colorimetric w/ distillation mg/L 0.01U pjb0.003*06/14/18 23:420.5 Fluoride SM4500F-C 0.44 mg/L 0.3 enb0.05 06/18/18 18:091 Hardness as CaCO3 (dissolved) SM2340B - Calculation 344 mg/L 5 calc0.2 06/22/18 0:00 Lab Filtration (0.45um filter) SOPWC050 enb06/18/18 11:251 Lab Filtration (0.45um) & Acidification M200.7/200.8 aeh06/15/18 15:301 Nitrate as N, dissolved Calculation: NO3NO2 minus NO2 0.89 mg/L 0.1 calc0.02 06/22/18 0:00 Nitrate/Nitrite as N, dissolved M353.2 - Automated Cadmium Reduction 0.89 mg/L 0.1 pjb0.02*06/01/18 21:481 Nitrite as N, dissolved M353.2 - Automated Cadmium Reduction mg/L 0.05U pjb0.01*06/01/18 21:481 pH (lab)SM4500H+ B pH 8.2 units 0.1H ecc0.1 06/12/18 0:001 pH measured at 20.2 C 0.1 ecc0.1 06/12/18 0:001 Phosphorus, total M365.1 - Auto Ascorbic Acid (digest) mg/L 0.05U wtc0.02*06/12/18 15:401 Residue, Filterable (TDS) @180C SM2540C 492 mg/L 20 kja1006/06/18 13:481 Residue, Non- Filterable (TSS) @105C SM2540D mg/L 20U oah5*06/06/18 17:281 Sulfate SM4500 SO4-D 130 mg/L 50 enb10*06/18/18 11:571 TDS (calculated)Calculation 500 mg/L calc06/22/18 0:00 TDS (ratio - measured/calculated) Calculation 0.98 calc06/22/18 0:00 Turbidity M180.1 - Nephelometric NTU 0.5U emk0.1*06/01/18 16:321 REPIN.02.06.05.01 * Please refer to Qualifier Reports for details. Page 3 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Report Header Explanations Batch A distinct set of samples analyzed at a specific time Found Value of the QC Type of interest Limit Upper limit for RPD, in %. Lower Lower Recovery Limit, in % (except for LCSS, mg/Kg) MDL Method Detection Limit. Same as Minimum Reporting Limit unless omitted or equal to the PQL (see comment #5). Allows for instrument and annual fluctuations. PCN/SCN A number assigned to reagents/standards to trace to the manufacturer's certificate of analysis PQL Practical Quantitation Limit. Synonymous with the EPA term "minimum level". QC True Value of the Control Sample or the amount added to the Spike Rec Recovered amount of the true value or spike added, in % (except for LCSS, mg/Kg) RPD Relative Percent Difference, calculation used for Duplicate QC Types Upper Upper Recovery Limit, in % (except for LCSS, mg/Kg) Sample Value of the Sample of interest QC Sample Types AS Analytical Spike (Post Digestion)LCSWD Laboratory Control Sample - Water Duplicate ASD Analytical Spike (Post Digestion) Duplicate LFB Laboratory Fortified Blank CCB Continuing Calibration Blank LFM Laboratory Fortified Matrix CCV Continuing Calibration Verification standard LFMD Laboratory Fortified Matrix Duplicate DUP Sample Duplicate LRB Laboratory Reagent Blank ICB Initial Calibration Blank MS Matrix Spike ICV Initial Calibration Verification standard MSD Matrix Spike Duplicate ICSAB Inter-element Correction Standard - A plus B solutions PBS Prep Blank - Soil LCSS Laboratory Control Sample - Soil PBW Prep Blank - Water LCSSD Laboratory Control Sample - Soil Duplicate PQV Practical Quantitation Verification standard LCSW Laboratory Control Sample - Water SDL Serial Dilution QC Sample Type Explanations Blanks Verifies that there is no or minimal contamination in the prep method or calibration procedure. Control Samples Verifies the accuracy of the method, including the prep procedure. Duplicates Verifies the precision of the instrument and/or method. Spikes/Fortified Matrix Determines sample matrix interferences, if any. Standard Verifies the validity of the calibration. ACZ Qualifiers (Qual) BAnalyte concentration detected at a value between MDL and PQL. The associated value is an estimated quantity. HAnalysis exceeded method hold time. pH is a field test with an immediate hold time. LTarget analyte response was below the laboratory defined negative threshold. UThe material was analyzed for, but was not detected above the level of the associated value. The associated value is either the sample quantitation limit or the sample detection limit. Method References (1) EPA 600/4-83-020. Methods for Chemical Analysis of Water and Wastes, March 1983. (2) EPA 600/R-93-100. Methods for the Determination of Inorganic Substances in Environmental Samples, August 1993. (3) EPA 600/R-94-111. Methods for the Determination of Metals in Environmental Samples - Supplement I, May 1994. (4) EPA SW-846. Test Methods for Evaluating Solid Waste. (5) Standard Methods for the Examination of Water and Wastewater. Comments (1) QC results calculated from raw data. Results may vary slightly if the rounded values are used in the calculations. (2) Soil, Sludge, and Plant matrices for Inorganic analyses are reported on a dry weight basis. (3) Animal matrices for Inorganic analyses are reported on an "as received" basis. (4) An asterisk in the "XQ" column indicates there is an extended qualifier and/or certification qualifier associated with the result. (5) If the MDL equals the PQL or the MDL column is omitted, the PQL is the reporting limit. For a complete list of ACZ's Extended Qualifiers, please click:http://www.acz.com/public/extquallist.pdf REP001.03.15.02 Inorganic Reference Page 4 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Alkalinity as CaCO3 SM2320B - Titration ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449279 WG449279PBW1 06/12/18 15:56PBW U -20 20mg/L WG449279LCSW3 06/12/18 16:13 99LCSWWC180531-2 815 90 110mg/L820.0001 L44675-01DUP 06/12/18 18:08 129DUP 130 1mg/L 20 WG449279LCSW6 06/12/18 19:48 100LCSWWC180531-2 823 90 110mg/L820.0001 WG449279PBW2 06/12/18 19:55PBW U -20 20mg/L WG449279LCSW9 06/12/18 23:07 99LCSWWC180531-2 808 90 110mg/L820.0001 WG449279PBW3 06/12/18 23:14PBW 2 -20 20mg/L WG449279LCSW12 06/13/18 2:03 101LCSWWC180531-2 827 90 110mg/L820.0001 WG449279PBW4 06/13/18 2:10PBW U -20 20mg/L WG449279LCSW15 06/13/18 5:40 102LCSWWC180531-2 834 90 110mg/L820.0001 Aluminum, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 97ICVII180612-1 1.93 95 105mg/L2 WG449981ICB 06/20/18 17:08ICB U -0.09 0.09mg/L WG449789LRB 06/20/18 17:24LRB U -0.066 0.066mg/L WG449789LFB 06/20/18 17:27 101LFBII180608-2 1.008 85 115mg/L1.0019 L44799-01LFM 06/20/18 17:37 .16 104LFMII180608-2 1.2 70 130mg/L1.0019 L44799-01LFMD 06/20/18 17:40 .16 103LFMDII180608-2 1.195 070130mg/L 201.0019 Antimony, total recoverable M200.8 ICP-MS ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449470 WG449470ICV 06/14/18 12:59 93ICVMS180423-2 .01853 90 110mg/L.02 WG449470ICB 06/14/18 13:01ICB U -0.0012 0.0012mg/L WG448814LRB 06/14/18 13:04LRB U -0.00088 0.00088mg/L WG448814LFB 06/14/18 13:05 106LFBMS180522-2 .01059 85 115mg/L.01 L44655-01LFM 06/14/18 13:12 U 108LFMMS180522-2 .01082 70 130mg/L.01 L44655-01LFMD 06/14/18 13:13 U 111LFMDMS180522-2 .01107 270130mg/L 20.01 Arsenic, total recoverable M200.8 ICP-MS ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449470 WG449470ICV 06/14/18 12:59 100ICVMS180423-2 .04996 90 110mg/L.05 WG449470ICB 06/14/18 13:01ICB U -0.0015 0.0015mg/L WG448814LRB 06/14/18 13:04LRB U -0.0011 0.0011mg/L WG448814LFB 06/14/18 13:05 98LFBMS180522-2 .04901 85 115mg/L.0501 L44655-01LFM 06/14/18 13:12 U 100LFMMS180522-2 .05002 70 130mg/L.0501 L44655-01LFMD 06/14/18 13:13 U 102LFMDMS180522-2 .051 270130mg/L 20.0501 Page 5 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Barium, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 99ICVII180612-1 1.9775 95 105mg/L2 WG449981ICB 06/20/18 17:08ICB U -0.009 0.009mg/L WG449789LRB 06/20/18 17:24LRB U -0.0066 0.0066mg/L WG449789LFB 06/20/18 17:27 100LFBII180608-2 .5027 85 115mg/L.5025 L44799-01LFM 06/20/18 17:37 .007 99LFMII180608-2 .5068 70 130mg/L.5025 L44799-01LFMD 06/20/18 17:40 .007 99LFMDII180608-2 .5066 070130mg/L 20.5025 Beryllium, total recoverable M200.8 ICP-MS ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449470 WG449470ICV 06/14/18 12:59 98ICVMS180423-2 .048886 90 110mg/L.05 WG449470ICB 06/14/18 13:01ICB U -0.00015 0.00015mg/L WG448814LRB 06/14/18 13:04LRB U -0.00011 0.00011mg/L WG448814LFB 06/14/18 13:05 98LFBMS180522-2 .049414 85 115mg/L.05035 L44655-01LFM 06/14/18 13:12 U 99LFMMS180522-2 .049949 70 130mg/L.05035 L44655-01LFMD 06/14/18 13:13 U 99LFMDMS180522-2 .050048 070130mg/L 20.05035 Cadmium, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 100ICVII180612-1 2.0013 95 105mg/L2 WG449981ICB 06/20/18 17:08ICB U -0.015 0.015mg/L WG449789LRB 06/20/18 17:24LRB U -0.011 0.011mg/L WG449789LFB 06/20/18 17:27 101LFBII180608-2 .5002 85 115mg/L.4975 L44799-01LFM 06/20/18 17:37 U 101LFMII180608-2 .5008 70 130mg/L.4975 L44799-01LFMD 06/20/18 17:40 U 100LFMDII180608-2 .4993 070130mg/L 20.4975 Calcium, dissolved M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449759 WG449759ICV 06/19/18 4:29 100ICVII180612-1 99.55 95 105mg/L100 WG449759ICB 06/19/18 4:35ICB U -0.3 0.3mg/L WG449759LFB 06/19/18 4:47 101LFBII180608-2 68.74 85 115mg/L68.22088 L44826-01AS 06/19/18 5:15 100 95ASII180608-2 164.6 85 115mg/L68.22088 L44826-01ASD 06/19/18 5:24 100 96ASDII180608-2 165.4 085115mg/L 2068.22088 Chloride SM4500Cl-E ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449717 WG449717ICB 06/18/18 12:18ICB U -1.5 1.5mg/L WG449717ICV 06/18/18 12:18 106ICVWI180530-1 58.22 90 110mg/L54.89 WG449717LFB1 06/18/18 13:18 110LFBWI171229-5 32.97 90 110mg/L30.03 L44622-03DUP 06/18/18 13:20 22DUP 21.58 2mg/L 20 L44642-01AS 06/18/18 13:20 10.8 108ASWI171229-5 43.16 90 110mg/L30.03 WG449717LFB2 06/18/18 13:35 105LFBWI171229-5 31.51 90 110mg/L30.03 Page 6 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Chromium, dissolved M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449759 WG449759ICV 06/19/18 4:29 98ICVII180612-1 1.968 95 105mg/L2 WG449759ICB 06/19/18 4:35ICB U -0.03 0.03mg/L WG449759LFB 06/19/18 4:47 104LFBII180608-2 .519 85 115mg/L.5 L44826-01AS 06/19/18 5:15 U 103ASII180608-2 .515 85 115mg/L.5 L44826-01ASD 06/19/18 5:24 U 105ASDII180608-2 .525 285115mg/L 20.5 Conductivity @25C SM2510B ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449279 WG449279LCSW2 06/12/18 16:01 104LCSWPCN558111460 90 110umhos/cm1410 L44675-01DUP 06/12/18 18:08 263DUP 260 1umhos/cm 20 WG449279LCSW5 06/12/18 19:36 103LCSWPCN558111450 90 110umhos/cm1410 WG449279LCSW8 06/12/18 22:56 103LCSWPCN558111450 90 110umhos/cm1410 WG449279LCSW11 06/13/18 1:51 102LCSWPCN558111440 90 110umhos/cm1410 WG449279LCSW14 06/13/18 5:28 101LCSWPCN558111430 90 110umhos/cm1410 Copper, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 98ICVII180612-1 1.958 95 105mg/L2 WG449981ICB 06/20/18 17:08ICB U -0.03 0.03mg/L WG449789LRB 06/20/18 17:24LRB U -0.022 0.022mg/L WG449789LFB 06/20/18 17:27 101LFBII180608-2 .501 85 115mg/L.4975 L44799-01LFM 06/20/18 17:37 U 100LFMII180608-2 .499 70 130mg/L.4975 L44799-01LFMD 06/20/18 17:40 U 100LFMDII180608-2 .496 170130mg/L 20.4975 Cyanide, total M335.4 - Colorimetric w/ distillation ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449533 WG449533ICV 06/14/18 22:06 94ICVWI180613-2 .2821 90 110mg/L.3003 WG449533ICB 06/14/18 22:07ICB U -0.003 0.003mg/L WG449535 WG449446LRB 06/14/18 23:37LRB U -0.003 0.003mg/L WG449446LFB 06/14/18 23:37 91LFBWI18060818-2 .1824 90 110mg/L.2 L44569-10DUP RA06/14/18 23:39 UDUP U 0mg/L 20 L44569-11LFM 06/14/18 23:41 U 95LFMWI18060818-2 .1892 90 110mg/L.2 Fluoride SM4500F-C ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449719 WG449719ICV 06/18/18 17:15 100ICVWC180611-13 1.995 95 105mg/L1.996 WG449719ICB 06/18/18 17:21ICB U -0.15 0.15mg/L WG449719LFB1 06/18/18 17:30 100LFBWC180508-10 5 90 110mg/L5.015 L42793-17AS 06/18/18 17:46 .31 97ASWC180508-10 5.178 90 110mg/L5.015 L42793-17ASD 06/18/18 17:54 .31 96ASDWC180508-10 5.1 290110mg/L 205.015 WG449719LFB2 06/18/18 20:39 99LFBWC180508-10 4.953 90 110mg/L5.015 Page 7 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Iron, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 97ICVII180612-1 1.937 95 105mg/L2 WG449981ICB 06/20/18 17:08ICB U -0.06 0.06mg/L WG449789LRB 06/20/18 17:24LRB U -0.044 0.044mg/L WG449789LFB 06/20/18 17:27 101LFBII180608-2 1.008 85 115mg/L1.0011 L44799-01LFM 06/20/18 17:37 .15 101LFMII180608-2 1.166 70 130mg/L1.0011 L44799-01LFMD 06/20/18 17:40 .15 101LFMDII180608-2 1.16 170130mg/L 201.0011 Lead, total recoverable M200.8 ICP-MS ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449470 WG449470ICV 06/14/18 12:59 104ICVMS180423-2 .05177 90 110mg/L.05 WG449470ICB 06/14/18 13:01ICB U -0.0003 0.0003mg/L WG448814LRB 06/14/18 13:04LRB U -0.00022 0.00022mg/L WG448814LFB 06/14/18 13:05 99LFBMS180522-2 .04922 85 115mg/L.0496 L44655-01LFM 06/14/18 13:12 .0018 99LFMMS180522-2 .05104 70 130mg/L.0496 L44655-01LFMD 06/14/18 13:13 .0018 99LFMDMS180522-2 .05107 070130mg/L 20.0496 Magnesium, dissolved M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449759 WG449759ICV 06/19/18 4:29 99ICVII180612-1 99.45 95 105mg/L100 WG449759ICB 06/19/18 4:35ICB U -0.6 0.6mg/L WG449759LFB 06/19/18 4:47 98LFBII180608-2 48.81 85 115mg/L50.05667 L44826-01AS 06/19/18 5:15 7.3 99ASII180608-2 56.86 85 115mg/L50.05667 L44826-01ASD 06/19/18 5:24 7.3 99ASDII180608-2 56.85 085115mg/L 2050.05667 Manganese, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 99ICVII180612-1 1.9818 95 105mg/L2 WG449981ICB 06/20/18 17:08ICB U -0.015 0.015mg/L WG449789LRB 06/20/18 17:24LRB U -0.011 0.011mg/L WG449789LFB 06/20/18 17:27 101LFBII180608-2 .508 85 115mg/L.5005 L44799-01LFM 06/20/18 17:37 U 102LFMII180608-2 .5119 70 130mg/L.5005 L44799-01LFMD 06/20/18 17:40 U 102LFMDII180608-2 .5107 070130mg/L 20.5005 Mercury, total M245.1 CVAA ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449591 WG449591ICV1 06/16/18 10:54 98ICVHG180607-3 .00488 95 105mg/L.004995 WG449591ICB 06/16/18 10:57ICB U -0.0002 0.0002mg/L WG449593 WG449593LRB 06/16/18 11:32LRB U -0.00044 0.00044mg/L WG449593LFB 06/16/18 11:33 92LFBHG180530-3 .00184 85 115mg/L.002002 L44816-01LFM 06/16/18 11:39 U 95LFMHG180530-3 .0019 85 115mg/L.002002 L44816-01LFMD 06/16/18 11:40 U 93LFMDHG180530-3 .00187 285115mg/L 20.002002 Page 8 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Nickel, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 99ICVII180612-1 1.9792 95 105mg/L2.004 WG449981ICB 06/20/18 17:08ICB U -0.024 0.024mg/L WG449789LRB 06/20/18 17:24LRB U -0.0176 0.0176mg/L WG449789LFB 06/20/18 17:27 102LFBII180608-2 .51 85 115mg/L.5015 L44799-01LFM 06/20/18 17:37 U 103LFMII180608-2 .5151 70 130mg/L.5015 L44799-01LFMD 06/20/18 17:40 U 102LFMDII180608-2 .5095 170130mg/L 20.5015 Nitrate/Nitrite as N, dissolved M353.2 - Automated Cadmium Reduction ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG448576 WG448576ICV 06/01/18 20:47 100ICVWI180301-7 2.415 90 110mg/L2.416 WG448576ICB 06/01/18 20:49ICB U -0.02 0.02mg/L WG448576LFB1 06/01/18 20:54 102LFBWI180103-12 2.032 90 110mg/L2 WG448576LFB2 06/01/18 21:34 102LFBWI180103-12 2.045 90 110mg/L2 L44614-02AS 06/01/18 21:41 U 95ASWI180103-12 1.899 90 110mg/L2 L44622-01DUP RA06/01/18 21:43 UDUP U 0mg/L 20 Nitrite as N, dissolved M353.2 - Automated Cadmium Reduction ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG448576 WG448576ICV 06/01/18 20:47 102ICVWI180301-7 .621 90 110mg/L.609 WG448576ICB 06/01/18 20:49ICB U -0.01 0.01mg/L WG448576LFB1 06/01/18 20:54 101LFBWI180103-12 1.012 90 110mg/L1 WG448576LFB2 06/01/18 21:34 103LFBWI180103-12 1.032 90 110mg/L1 L44614-02AS M206/01/18 21:41 U 59ASWI180103-12 .59 90 110mg/L1 L44622-01DUP RA06/01/18 21:43 UDUP U 0mg/L 20 pH (lab) SM4500H+ B ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449279 WG449279LCSW1 06/12/18 15:59 101LCSWPCN541626.1 5.9 6.1units6.01 L44675-01DUP 06/12/18 18:08 8.3DUP 8.3 0units 20 WG449279LCSW4 06/12/18 19:34 101LCSWPCN541626.1 5.9 6.1units6.01 WG449279LCSW7 06/12/18 22:54 100LCSWPCN541626 5.9 6.1units6.01 WG449279LCSW10 06/13/18 1:49 100LCSWPCN541626 5.9 6.1units6.01 WG449279LCSW13 06/13/18 5:26 100LCSWPCN541626 5.9 6.1units6.01 Phosphorus, total M365.1 - Auto Ascorbic Acid (digest) ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449264 WG449264ICV 06/12/18 13:28 100ICVWI180601-8 .651 90 110mg/L.65228 WG449264ICB 06/12/18 13:30ICB U -0.02 0.02mg/L WG449274 WG448844LRB 06/12/18 15:25LRB U -0.02 0.02mg/L WG448844LFB 06/12/18 15:26 98LFBWI180605-7 .492 90 110mg/L.5 L44605-02LFM 06/12/18 15:28 U 101LFMWI180605-7 .505 90 110mg/L.5 L44613-01DUP 06/12/18 15:30 .43DUP .374 14mg/L 20 Page 9 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Potassium, dissolved M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449759 WG449759ICV 06/19/18 4:29 99ICVII180612-1 19.88 95 105mg/L20 WG449759ICB 06/19/18 4:35ICB U -0.6 0.6mg/L WG449759LFB 06/19/18 4:47 100LFBII180608-2 100 85 115mg/L99.72934 L44826-01AS 06/19/18 5:15 6.3 103ASII180608-2 109.4 85 115mg/L99.72934 L44826-01ASD 06/19/18 5:24 6.3 104ASDII180608-2 109.7 085115mg/L 2099.72934 Residue, Filterable (TDS) @180C SM2540C ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG448864 WG448864PBW 06/06/18 13:45PBW U -20 20mg/L WG448864LCSW 06/06/18 13:46 101LCSWPCN55373262 80 120mg/L260 L44675-01DUP 06/06/18 14:01 194DUP 196 1mg/L 10 Residue, Non-Filterable (TSS) @105C SM2540D ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG448878 WG448878PBW 06/06/18 17:00PBW U -15 15mg/L WG448878LCSW 06/06/18 17:02 98LCSWPCN55373157 80 120mg/L160 L44642-01DUP RA06/06/18 17:31 UDUP U 0mg/L 10 Selenium, total recoverable M200.8 ICP-MS ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449470 WG449470ICV 06/14/18 12:59 109ICVMS180423-2 .0545 90 110mg/L.05 WG449470ICB 06/14/18 13:01ICB U -0.003 0.003mg/L WG448814LRB 06/14/18 13:04LRB U -0.0022 0.0022mg/L WG448814LFB 06/14/18 13:05 98LFBMS180522-2 .0489 85 115mg/L.05005 L44655-01LFM 06/14/18 13:12 U 98LFMMS180522-2 .0492 70 130mg/L.05005 L44655-01LFMD 06/14/18 13:13 U 101LFMDMS180522-2 .0504 270130mg/L 20.05005 Silica, dissolved M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449759 WG449759ICV 06/19/18 4:29 97ICVII180612-1 41.44 95 105mg/L42.8 WG449759ICB 06/19/18 4:35ICB U -0.6 0.6mg/L WG449759LFB 06/19/18 4:47 107LFBII180608-2 22.89 85 115mg/L21.415 L44826-01AS 06/19/18 5:15 52.5 95ASII180608-2 72.86 85 115mg/L21.415 L44826-01ASD 06/19/18 5:24 52.5 93ASDII180608-2 72.46 185115mg/L 2021.415 Page 10 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Silver, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 100ICVII180612-1 1.005 95 105mg/L1.001 WG449981ICB 06/20/18 17:08ICB U -0.03 0.03mg/L WG449789LRB 06/20/18 17:24LRB U -0.022 0.022mg/L WG449789LFB 06/20/18 17:27 99LFBII180608-2 .497 85 115mg/L.5 L44799-01LFM 06/20/18 17:37 U 99LFMII180608-2 .493 70 130mg/L.5 L44799-01LFMD 06/20/18 17:40 U 99LFMDII180608-2 .493 070130mg/L 20.5 Sodium, dissolved M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449759 WG449759ICV 06/19/18 4:29 100ICVII180612-1 100.44 95 105mg/L100 WG449759ICB 06/19/18 4:35ICB U -0.6 0.6mg/L WG449759LFB 06/19/18 4:47 101LFBII180608-2 101.8 85 115mg/L100.6711 L44826-01AS 06/19/18 5:15 22.2 102ASII180608-2 125.2 85 115mg/L100.6711 L44826-01ASD 06/19/18 5:24 22.2 103ASDII180608-2 125.4 085115mg/L 20100.6711 Sulfate SM4500 SO4-D ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449698 WG449698PBW 06/18/18 11:50PBW U -30 30mg/L WG449698LCSW 06/18/18 11:53 102LCSWWC170902-4 102 80 120mg/L100 L44860-05DUP 06/18/18 12:32 290DUP 281 3mg/L 20 Thallium, total recoverable M200.8 ICP-MS ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449470 WG449470ICV 06/14/18 12:59 106ICVMS180423-2 .0528 90 110mg/L.05 WG449470ICB 06/14/18 13:01ICB U -0.0003 0.0003mg/L WG448814LRB 06/14/18 13:04LRB U -0.00022 0.00022mg/L WG448814LFB 06/14/18 13:05 101LFBMS180522-2 .0504 85 115mg/L.0501 L44655-01LFM 06/14/18 13:12 U 100LFMMS180522-2 .05032 70 130mg/L.0501 L44655-01LFMD 06/14/18 13:13 U 101LFMDMS180522-2 .05054 070130mg/L 20.0501 Turbidity M180.1 - Nephelometric ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG448570 WG448570ICV 06/01/18 16:21 104ICVPCN54180213 90 110NTU205 WG448570ICV1 06/01/18 16:23 104ICVPCN54180213 90 110NTU205 WG448570ICB 06/01/18 16:24ICB U -0.3 0.3NTU L44642-01DUP RA06/01/18 16:33 UDUP U 0NTU 20 Page 11 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Uranium, total recoverable M200.8 ICP-MS ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449470 WG449470ICV 06/14/18 12:59 101ICVMS180423-2 .05049 90 110mg/L.05 WG449470ICB 06/14/18 13:01ICB U -0.0003 0.0003mg/L WG448814LRB 06/14/18 13:04LRB U -0.00022 0.00022mg/L WG448814LFB 06/14/18 13:05 100LFBMS180522-2 .04982 85 115mg/L.05 L44655-01LFM 06/14/18 13:12 .0017 102LFMMS180522-2 .05247 70 130mg/L.05 L44655-01LFMD 06/14/18 13:13 .0017 102LFMDMS180522-2 .05293 170130mg/L 20.05 Zinc, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 101ICVII180612-1 2.015 95 105mg/L2 WG449981ICB 06/20/18 17:08ICB U -0.03 0.03mg/L WG449789LRB 06/20/18 17:24LRB U -0.022 0.022mg/L WG449789LFB 06/20/18 17:27 106LFBII180608-2 .524 85 115mg/L.4942 L44799-01LFM 06/20/18 17:37 U 106LFMII180608-2 .522 70 130mg/L.4942 L44799-01LFMD 06/20/18 17:40 U 106LFMDII180608-2 .522 070130mg/L 20.4942 Page 12 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic Extended Qualifier Report ACZ Project ID:L44642Wright Water Engineers ACZ ID PARAMETER QUAL DESCRIPTIONMETHODWORKNUM ZZ Laboratory measured pH and temperature were used in this calculation. Sampler did not report either field pH, field temperature, or both. SM 2330 - CaCO3 SICorrosivity (calc.)RG6391521L44642-01 RA Relative Percent Difference (RPD) was not used for data validation because the concentration of the duplicated sample is too low for accurate evaluation (< 10x MDL). M335.4 - Colorimetric w/ distillation Cyanide, totalWG449535 RA Relative Percent Difference (RPD) was not used for data validation because the concentration of the duplicated sample is too low for accurate evaluation (< 10x MDL). M353.2 - Automated Cadmium Reduction Nitrate/Nitrite as N, dissolvedWG448576 ZU Analysis date/time preceeds filter date/time. A portion of sample was filtered and analyzed prior to the creation of a Filter workgroup. M353.2 - Automated Cadmium Reduction M2 Matrix spike recovery was low, the recovery of the associated control sample (LCS or LFB) was acceptable. M353.2 - Automated Cadmium Reduction Nitrite as N, dissolved RA Relative Percent Difference (RPD) was not used for data validation because the concentration of the duplicated sample is too low for accurate evaluation (< 10x MDL). M353.2 - Automated Cadmium Reduction ZU Analysis date/time preceeds filter date/time. A portion of sample was filtered and analyzed prior to the creation of a Filter workgroup. M353.2 - Automated Cadmium Reduction RA Relative Percent Difference (RPD) was not used for data validation because the concentration of the duplicated sample is too low for accurate evaluation (< 10x MDL). SM2540DResidue, Non-Filterable (TSS) @105CWG448878 RA Relative Percent Difference (RPD) was not used for data validation because the concentration of the duplicated sample is too low for accurate evaluation (< 10x MDL). M180.1 - NephelometricTurbidityWG448570 REPAD.15.06.05.01 Page 13 of 22L44642-1806221021 ACZ Sample ID:L44642-01 Sample ID:WELL TEPEOL Sample Matrix:Drinking Water Wright Water Engineers Project ID:181-053.000 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Date Sampled:05/31/18 14:56 Date Received:06/01/18 Locator: RadioChemistry Analytical Results Gross Alpha & Beta M900.0 Prep Method: Parameter Result LLDError(+/-)Units XQMeasure Date Prep Date Analyst Alpha 7.3 3.3 2.4 pCi/L *slm/jlg06/16/18 0:07 Beta 3.3 3.4 3.4 pCi/L *slm/jlg06/16/18 0:07 REPRC.02.06.05.01 * Please refer to Qualifier Reports for details. Page 14 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Report Header Explanations Batch A distinct set of samples analyzed at a specific time Error(+/-)Calculated sample specific uncertainty Found Value of the QC Type of interest Limit Upper limit for RPD, in %. LCL Lower Control Limit, in % (except for LCSS, mg/Kg) LLD Calculated sample specific Lower Limit of Detection PCN/SCN A number assigned to reagents/standards to trace to the manufacturer's certificate of analysis PQL Practical Quantitation Limit QC True Value of the Control Sample or the amount added to the Spike Rec Amount of the true value or spike added recovered, in % (except for LCSS, mg/Kg) RER Relative Error Ratio, calculation used for Dup. QC taking into account the error factor. RPD Relative Percent Difference, calculation used for Duplicate QC Types UCL Upper Control Limit, in % (except for LCSS, mg/Kg) Sample Value of the Sample of interest QC Sample Types DUP Sample Duplicate MS/MSD Matrix Spike/Matrix Spike Duplicate LCSS Laboratory Control Sample - Soil PBS Prep Blank - Soil LCSW Laboratory Control Sample - Water PBW Prep Blank - Water QC Sample Type Explanations Blanks Verifies that there is no or minimal contamination in the prep method procedure. Control Samples Verifies the accuracy of the method, including the prep procedure. Duplicates Verifies the precision of the instrument and/or method. Matrix Spikes Determines sample matrix interferences, if any. ACZ Qualifiers (Qual) H Analysis exceeded method hold time. Method Prefix Reference M EPA methodology, including those under SDWA, CWA, and RCRA SM Standard Methods for the Examination of Water and Wastewater. DASTM RP DOE ESM DOE/ESM Comments (1) Solid matrices are reported on a dry weight basis. (2) Preparation method: "Method" indicates preparation defined in analytical method. (3) QC results calculated from raw data. Results may vary slightly if the rounded values are used in the calculations. (4) An asterisk in the "XQ" column indicates there is an extended qualifier and/or certification qualifier associated with the result. For a complete list of ACZ's Extended Qualifiers, please click:http://www.acz.com/public/extquallist.pdf REP003.09.12.01 Radiochemistry Reference Page 15 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Radiochemistry QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Alpha M900.0 ACZ ID Analyzed Rec%Sample QualLowerUpperQCFoundTypeErrorPCN/SCN LimitRPD/RER pCi/L Error LLDLLD Units: WG449738 WG449728PBW 06/16/18PBW .06 2.20.83 1.1 WG449728LCSW 06/16/18 100LCSWPCN55778100100 67 1448.7 1.7 L44642-01DUP RG06/16/18 7.3DUP-RPD 9.6 203.63.3 2.22.4 27 L44642-01DUP 06/16/18 7.3DUP-RER 9.6 23.6 0.473.3 2.22.4 L44703-02DUP 06/16/18 4.8DUP-RPD 4.8 20332.52.5 0 L44736-05MS 06/16/18 2.9 82MSPCN5577885100 67 1448.92.3 4.65.7 Beta M900.0 ACZ ID Analyzed Rec%Sample QualLowerUpperQCFoundTypeErrorPCN/SCN LimitRPD/RER pCi/L Error LLDLLD Units: WG449738 WG449728PBW 06/16/18PBW 2 3.821.9 WG449728LCSW 06/16/18 92LCSWRC180320-10 92100 82 1226.2 2.6 L44642-01DUP RG06/16/18 3.3DUP-RPD 8.5 203.53.4 3.13.4 88 L44642-01DUP 06/16/18 3.3DUP-RER 8.5 23.5 1.073.4 3.13.4 L44703-02DUP 06/16/18 3.1DUP-RPD 3.6 203.43 3.43 15 L44736-07MS 06/16/18 3.9 96MSRC180320-10 100100 82 122737.87.3 Page 16 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 RadChem Extended Qualifier Report ACZ Project ID:L44642Wright Water Engineers ACZ ID PARAMETER QUAL DESCRIPTIONMETHODWORKNUM RG Sample concentration is less than 5x LLD; RPD was not used for data validation. Replicate Error Ratio (RER) is less than 2. Precision judged to be in control. M900.0AlphaWG4497381L44642-01 RG Sample concentration is less than 5x LLD; RPD was not used for data validation. Replicate Error Ratio (RER) is less than 2. Precision judged to be in control. M900.0Beta REPAD.15.06.05.01 Page 17 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Certification Qualifiers ACZ Project ID:L44642Wright Water Engineers Metals Analysis The following parameters are not offered for certification or are not covered by NELAC certificate #ACZ. Barium, total recoverable M200.7 ICP Cadmium, total recoverable M200.7 ICP Chromium, dissolved M200.7 ICP Copper, total recoverable M200.7 ICP Nickel, total recoverable M200.7 ICP Potassium, dissolved M200.7 ICP Silver, total recoverable M200.7 ICP Wet Chemistry The following parameters are not offered for certification or are not covered by NELAC certificate #ACZ. Chloride SM4500Cl-E Phosphorus, total M365.1 - Auto Ascorbic Acid (digest) Residue, Non-Filterable (TSS) @105C SM2540D Sulfate SM4500 SO4-D REPAD.05.06.05.01 Page 18 of 22L44642-1806221021 /DERUDWRULHV,QF 'RZQKLOO'ULYH6WHDPERDW6SULQJV&2 6DPSOH 5HFHLSW :ULJKW:DWHU(QJLQHHUV $&=3URMHFW,' 'DWH5HFHLYHG 5HFHLYHG%\ / 'DWH3ULQWHG &KDLQRI&XVWRG\5HODWHG5HPDUNV &OLHQW&RQWDFW5HPDUNV 1$12<(6 ; ; ; ; ; ; ,VDIRUHLJQVRLOSHUPLWLQFOXGHGIRUDSSOLFDEOHVDPSOHV" ,VWKH&KDLQRI&XVWRG\IRUPRURWKHUGLUHFWLYHVKLSSLQJSDSHUVSUHVHQW" 'RHVWKLVSURMHFWUHTXLUHVSHFLDOKDQGOLQJSURFHGXUHVVXFKDV&/3SURWRFRO" $UHDQ\VDPSOHV15&OLFHQVDEOHPDWHULDO" ,IVDPSOHVDUHUHFHLYHGSDVWKROGWLPHSURFHHGZLWKUHTXHVWHGVKRUWKROGWLPHDQDO\VHV" ,VWKH&KDLQRI&XVWRG\IRUPFRPSOHWHDQGDFFXUDWH" :HUHDQ\FKDQJHVPDGHWRWKH&KDLQRI&XVWRG\IRUPSULRUWR$&=UHFHLYLQJWKHVDPSOHV" 5HFHLSW9HULILFDWLRQ 1$12<(6 ; ; ; ; ; ; ; ; $UHDOOFRQWDLQHUVLQWDFWDQGZLWKQROHDNV" $UHDOOODEHOVRQFRQWDLQHUVDQGDUHWKH\LQWDFWDQGOHJLEOH" 'RWKHVDPSOHODEHOVDQG&KDLQRI&XVWRG\IRUPPDWFKIRU6DPSOH,''DWHDQG7LPH" )RUSUHVHUYHGERWWOHW\SHVZDVWKHS+FKHFNHGDQGZLWKLQOLPLWV" ,VWKHUHVXIILFLHQWVDPSOHYROXPHWRSHUIRUPDOOUHTXHVWHGZRUN" ,VWKHFXVWRG\VHDOLQWDFWRQDOOFRQWDLQHUV" $UHVDPSOHVWKDWUHTXLUH]HURKHDGVSDFHDFFHSWDEOH" $UHDOOVDPSOHFRQWDLQHUVDSSURSULDWHIRUDQDO\WLFDOUHTXLUHPHQWV" ,VWKHUHDQ+JWULSEODQNSUHVHQW" ,VWKHUHD92$WULSEODQNSUHVHQW" :HUHDOOVDPSOHVUHFHLYHGZLWKLQKROGWLPH" 6DPSOHV&RQWDLQHUV ; ; ; 6KLSSLQJ&RQWDLQHUV &OLHQWPXVWFRQWDFWDQ$&=3URMHFW0DQDJHULIDQDO\VLVVKRXOGQRWSURFHHGIRUVDPSOHVUHFHLYHG RXWVLGHRIWKHLUWKHUPDOSUHVHUYDWLRQDFFHSWDQFHFULWHULD &RROHU,G7HPS & 7HPS5DG 5+U &XVWRG\6HDO &ULWHULD & ,QWDFW" <HV ; :DVLFHSUHVHQWLQWKHVKLSPHQWFRQWDLQHU V " <HV:HWLFHZDVSUHVHQWLQWKHVKLSPHQWFRQWDLQHU V 1$LQGLFDWHV1RW$SSOLFDEOH 5(3$'/3,, Page 19 of 22L44642-1806221021 /DERUDWRULHV,QF 'RZQKLOO'ULYH6WHDPERDW6SULQJV&2 6DPSOH 5HFHLSW :ULJKW:DWHU(QJLQHHUV $&=3URMHFW,' 'DWH5HFHLYHG 5HFHLYHG%\ / 'DWH3ULQWHG 7KHSUHVHUYDWLRQRIWKHIROORZLQJERWWOHW\SHVLVQRWFKHFNHGDWVDPSOHUHFHLSW 2UDQJH RLODQG JUHDVH 3XUSOH WRWDOF\DQLGH 3LQN GLVVROYHGF\DQLGH %URZQ DUVHQLFVSHFLDWLRQ 6WHULOH IHFDO FROLIRUP ('7$ VXOILWH +&OSUHVHUYHGYLDO RUJDQLFV 1D62SUHVHUYHGYLDO RUJDQLFV DQG +* WRWDOGLVVROYHGPHUFXU\E\PHWKRG 5(3$'/3,, Page 20 of 22L44642-1806221021 Page 21 of 22L44642-1806221021 Page 22 of 22L44642-1806221021 ASPEN | BASALT | GLENWOOD SPRINGS | LAMAR Post Office Box 790 | Glenwood Springs, Colorado 81602 | 800.836.5928 | 970.945.6546 | BalcombGreen.com Scott Grosscup Office (970) 945‐6546 Direct (970) 928‐3468 sgrosscup@balcombgreen.com July 10, 2018 Douglas Pratte, ASLA The Land Studio, Inc. 365 River Bend Way Glenwood Springs, Colorado 81601 landstudio2@comcast.net Re: GO Self Storage – Land Use Change Permit – Legal Water Suppply Dear Doug: Go Self Storage is applying to Garfield County requesting a land use change permit for a mini storage facility on a parcel of land described as Parcel C of the Dixon Subdivision. The parcel is one of three parcels owned by Hipa Hipa, LLC and has been used for commercial purposes by The Planted Earth of Carbondale. This letter describes the legal supply of water available to the project. Located on Lot A of the Planted Earth properties is a well permitted under well permit number 45419‐F‐R. Diversions from the well for commercial and irrigation purposes at Planted Earth are augmented pursuant to Basalt Water Conservancy District contract number 3.3.5.1(135) in the amount of two acre feet per year. Pursuant to the report from Wright Water Engineer, total estimated diversions for existing buildings and proposed self‐storage will not exceed two acre feet per year by use from the new self storage and existing commercial use on the property. Therefore, provided total diversions do not exceed two acre feet per year for the three parcels, well permit 45419‐F‐R provides a legal water supply to the properties. A copy of the permit is attached. Outdoor irrigation on the property can occur through shares in the Lower Kelso Ditch Company to be transferred by the current owners to GO Self Storage at closing. Sincerely, Scott Grosscup cc: Wes Granner OPROJECT NUMBERSHEET NUMBERSEAL2018-124ISSUE DATE11/19/18REVISIONSCN506 Grand BoulevardKansas City, MO 64106p:816.221.0250 f:816.221.025112744 Highway 82 Garfield County, CO GO SELF STORAGESOUTH ELEVATIONA1A2.0EXTERIOR ELEVATIONS NORTH ELEVATIONB1WEST ELEVATIONC1EAST ELEVATIONC3 OPROJECT NUMBERSHEET NUMBERSEAL2018-124ISSUE DATE11/19/18REVISIONSCN506 Grand BoulevardKansas City, MO 64106p:816.221.0250 f:816.221.025112744 Highway 82 Garfield County, CO GO SELF STORAGEA2.1EXTERIOR PERSPECTIVE A9'-6" AFFBBBB20'-0"CURTAIN WALL3 STORIES20'-0"CURTAIN WALL 3 STORIES 10'-0"CURTAIN WALL2 STORIES30'-0" CURTAIN WALL 2 STORIES10'-0"GLASSOHD10'-0"GLASSOHDA9'-6" AFFA9'-6" AFFA9'-6" AFFA9'-6" AFFA9'-6" AFFA9'-6" AFFA9'-6" AFFA9'-6" AFFA9'-6" AFFA9'-6" AFFA9'-6" AFFA9'-6" AFFA9'-6" AFFA9'-6" AFFA9'-6" AFFA9'-6" AFF-42C-350-30k-SR3A:-2/42TRT-8RW-T73B:OPROJECT NUMBERSHEET NUMBERSEAL2018-124ISSUE DATE11/19/18REVISIONSCN506 Grand BoulevardKansas City, MO 64106p:816.221.0250 f:816.221.025112744 Highway 82 Garfield County, CO GO SELF STORAGESITE LIGHTINGA1AS-LARCHITECTURAL SITE LTG xxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxKnow what's below. before you dig.Call R OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 17235.01JOB NO. DATE:11-14-18 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 SITE PLAN DESIGNED BY DRAWN BY CHECKED BY ADD 00/00/00 ADD 00/00/00 YN 00/00/00 DATE REVISION 1 OF 1 DRAWING NO. TITLE REVIEWG:\2017\17235-GO SELF STORAGE\CIVIL\CIVIL DWGS\DE\17235-DE-CURRENT.DWG - Nov 16, 2018 - 5:28pmNORTH1 inch = ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 20 8010 GO STORAGEGARFIELD COUNTY, COLORADOExisting Trees to remain D D D D D D D D D D D D D D D D D D D R R R R R R R RR R D D D D D D D D D D D R R R RR S S S S S S R R R P P PP P P P P P P P P P P P P P P P P SP SP SP SP SP SP SP SP SP SP M M M M M M CS CS CS CS CS CS CS CS PP CS PP CS CS CS CS CSCS CS O O O O OO A A A A A A R R R R R R PP Decomposed Granite Decomposed Granite Notes: 1. Decomposed Granite, tan in color, to be spread in two (2) two inch (2") lifts. Wet and tamp each lift to form a uniform, smooth surface with a cross slope of 2%, compact each lift. Upon completion of the final lift, fill any depressions, holes or divots and tamp again. Provide a one-pound sample of tan color material for review and approval. 2. Warranty plants and trees for one year after final acceptance. Replace dead or dying materials not in vigorous, thriving condition as soon as weather permits. 3. Determine locations of underground utilities and perform work in a manner which will avoid possible damage. 4. Plants shall be specimen quality, typical of their species or variety. 5. Plant trees and shrubs in pits 12' larger than tree ball, backfill with a mix of 2 parts topsoil, 1 part compost or peat, and 1 part sand. 6. Install "Weed Restrictor Fabric" from Western Landscape & Geotextile Supply or equal between soil and decomposed granite. GO Self Storage Garfield County, Colorado Conceptual Landscape Plan Landscape Plan Prepared by: The LAND Studio, Inc 365 River Bend Way Glenwood Springs, CO 81601 Base Information Provided by: Sopris Engineering LLC SGM ICON Architecture + Fabrication Reseed all disturbed areas with dwarf native grass seed mix Reseed all disturbed areas with dwarf native grass seed mix Reseed all disturbed areas with dwarf native grass seed mix November 20, 2018 Plant Materials Legend SYM QTY SIZE COMMON NAME BOTANICAL NAME M 6 2.5” Sensation Boxelder Maple Acer negundo A 6 2” Aspen, Nursery Grown Populus tremulides O 6 2.5” Swamp White Oak Quercus bicolor CS 16 12’ ht. Colorado Blue Spruce Picea pungens glauca PP 3 10’ ht. Ponderosa Pine Pinus ponderosa P 3 4’ ht. Pinon Pine Pinus edulis R 24 #5 Rose, ‘Nearly Wild’ Rosa x ‘Nearly Wild’ S 6 #5 Snowmound Spirea Spiraea nipponica ‘snowmound’ D 30 #5 Red Osier Dogwood Cornus sericea var. coloradensis SP 10 #5 Siberian Peashrub Caragana arborescens R Wright Water Engineers, Inc. 818 Colorado Avenue, Suite 307, P.O. Box 219 www.wrightwater.com Glenwood Springs, Colorado 81602 e-mail: jkelly@wrightwater.com (970) 945-7755 TEL (970) 945-9210 FAX DENVER DURANGO (303) 480-1700 TEL (303) 480-1020 FAX (970) 259-7411 TEL (970) 259-8758 FAX July 10, 2018 Via Email Wes Grammer GO Self Storage P.O. Box 22876 Kansas City, MO 64113 Re: Water Supply Evaluation for Proposed GO Self Storage Facility Dear Mr. Grammer: Wright Water Engineers, Inc. (WWE) has prepared this letter report to document the methodology used to estimate the daily water demands for the proposed GO Self Storage facility. In addition, we evaluated the adequacy of the physical water supply to meet the proposed water demands. The project is proposed to be developed on Parcel C of the Dixon Subdivision at 12744 Highway 82 in Garfield County, Colorado. The well for the self-storage facility is located on Lot A of the Dixon Subdivision. The Improvement Survey Plat is attached to show the locations of the lots and the well. WATER DEMAND The water uses associated with the proposed self-storage facility include three bathrooms, an employee kitchen, and a vehicle washbay. To estimate the daily water demand associated with these uses, WWE consulted the Garfield County On-Site Wastewater Treatment System (OWTS) Regulations. Table 6-2 of the Regulations provided estimates of average daily wastewater flow for various uses in gallons per day (gpd). While Table 6-2 does not provide estimates for the exact uses associated with the proposed self-storage facility, WWE was able to use the table as a guide and used engineering judgment for the best fits. The estimated wastewater flow for each restroom was based on a residential lavatory (sink) and water closet (toilet) with rates of 8.4 and 24.8 gpd, respectively. With each of the three restrooms rated at 33.2 gpd, all three total to an estimated 99.6 gpd of wastewater flow. The employee kitchen was based on a residential kitchen with a dishwasher (1.8 gpd) and kitchen sink (5.8 gpd) for a total wastewater flow of 7.6 gpd. The vehicle washbay was assumed to be equivalent to two utility sinks, each at 8.4 gpd, for a total of 16.8 gpd. Therefore, the total estimated wastewater flow for the proposed facility is 124 gpd. Assuming that 90 percent of the water used at the facility becomes wastewater (10 percent consumption), the water demand for the facility is 137.8 gpd, or rounding up to 140 gpd. Mr. Wes Grammer July 10, 2018 Page 2 WWE did a literature search to verify the reasonableness of the water demand of 140 gpd, or 0.157 acre-feet per year. We found values of 0.13 to 0.174 acre-feet per year for similar facilities; however, these estimates were typically dominated by outdoor use for landscape irrigation. For example, of the annual demand of 0.174 acre-feet, only 0.024 acre-feet was for indoor use. Therefore, we conclude that our estimate is very conservative due to outdoor irrigation demand being satisfied by the irrigation ditch. WATER SUPPLIES The property is served by the TePoel Well operating under Permit No. 45419-F-R (see attached) located on Lot A of the Dixon Subdivision. The permit allows for pumping at a rate of up to 30 gallons per minute (gpm), and “the use of ground water from this well is limited to drinking and sanitary purposes and the irrigation of 0.70 acres [sic] of landscaping/agricultural materials at the Planted Earth.” Historically, the well served a single-family residence and various uses and facilities associated with the Planted Earth nursery and greenhouse. The property has shares in the Lower Kelso Ditch Company, and the Kelso Ditch is the primary source of irrigation water for the exiting nursery and greenhouse. The existing well was drilled by Shelton Drilling on March 9, 2001 (see attached Well Construction and Test Report). The well was drilled to a total depth of 141 feet encountering Maroon Formation from depths of 74 feet to TD. The well was completed with perforated casing in the bottom 40 feet of the well. The static water level at the time of drilling was 80 feet. For the proposed facility, all potable uses will come from the TePoel Well and all landscape irrigation will be provided by the Kelso Ditch. The water demand of the facility estimated at 140 gpd will be served by the well, which may also continue to serve the historical uses on the three lots. WELL YIELD A 20-gpm pump was installed by Samuelson Pump Company on April 19, 2001 (see attached Pump Installation and Test Report). A pumping test was performed on April 20, with a static water level of 82 feet, 4 inches. After pumping for an unknown time at 20 gpm, the water level was 83 feet, 2½ inches. WWE conducted a pumping test on the well on May 31, 2018. The well plumbing was configured such that the well would cycle on to fill three pressure tanks and then cycle off while the tanks emptied. Based on previous tests showing little drawdown, we determined that a 4-hour test would likely be adequate. Prior to starting the pumping test, the initial water level was 69.20 feet below the top of casing. The pumping test was started at 10:15 am. The pumping test was performed by closing all valves to the remainder of the property except for the pressure tanks. A hose was connected to a bib at the pressure tank and turned on. A flow rate was also established by measuring the time it took to fill a 15-gallon bucket from the hose. The discharge was approximately 10 to 12 gallons per minute. Mr. Wes Grammer July 10, 2018 Page 3 For the first hour of the pumping test, a water level was acquired in the well, with the use of a water level indicator. A measurement was taken about every minute and noted. During the pumping test when the pump would cycle on, the water level would drop approximately 10 inches and then maintain a constant depth. Once the pump would turn off, the water level would return relatively quickly to where it was before the pump turned on. Figure 1 is a graph showing the water level measurement during the pumping test. The test was continued for another 3 hours until approximately 2:15 pm. During that time, the water level was evaluated to verify there had not been any changes. During the last 15 minutes of the pumping test, the water levels were evaluated once more and determined the same drawdown and recover were taking place to a static water level of 69.40 feet below the top of casing. Since recovery of the water level was almost immediate, there was no need to continue to monitor the water level after the test had been completed. WWE estimated that between 2,400 and 2,880 gallons were pumped during the four-hour test. The current property owner provided well meter readings from water year 2016 (See Table 1). The records indicate the winter time use of about 1,070 gpd, then the water use ramping up to a maximum of 6,345 gpd in June. It is unclear whether the additional use included irrigation, or just additional uses associated with the nursery and greenhouse operation during the irrigation season. Regardless, the data show that the well has demonstrated it is capable of supplying a water demand in excess of 6,000 gpd. WELL WATER QUALITY WWE collected water quality samples for laboratory analysis near the end of the pumping test. The suite of parameters tested are a subset of those parameters that have drinking water standards that WWE typically uses for private well water supplies. Table 2 summarizes the laboratory results for the well water. As shown in the table, none of the parameters had a detected level that exceeded the primary or secondary standards, where applicable. The water had a hardness of 344 mg/L, which is typical of well water completed in bedrock. A water softener would be recommended to reduce scaling on pipes. The total dissolved solids (TDS) was also high at 492 mg/L, making the water marginal for irrigation. Both of these parameters are purely aesthetic and have no adverse health risk. CONCLUSION The water demand associated with the proposed self-storage facility is conservatively estimated to be 140 gpd. The well has demonstrated both historically and during our pumping test to be able to satisfy a demand far in excess of the proposed demand. Therefore, even if historical uses continue on Lot A and Parcel D, the well will be able to provide an adequate physical supply, especially since the outdoor irrigation uses will be satisfied via the Kelso Ditch. The water quality of the well water showed good water quality with the only treatment needed for aesthetic purposes and disinfection. Mr. Wes Grammer July 10, 2018 Page 4 Please do not hesitate to call if you have any questions. Very truly yours, WRIGHT WATER ENGINEERS, INC. By ______________________________ Jonathan M. Kelly, P.E. Senior Water Resources Engineer Attachments: SGM Improvement Survey Plat Well Permit No. 45419-F-R Well Construction and Test Report Pump Installation and Test Report Figure 1 – Water Level Measurement Table 1 – 2016 Well Meter Readings Table 2 – Water Quality Analysis ACZ Laboratories Water Quality Report cc: Doug Pratte, The Land Studio G:\WWE\181-053\000\Docs\GO Self Storage Water Supply.docx Form No. „ OFFICE OF THE STATE ENGINEER GWS-25 COLORADO DIVISION OF WATER RESOURCES818CentennialBldg., 1313 Sherman St., Denver, Colorado 80203 303) 866-3581 APPLICANT 1095 WELL PERMIT NUMBER 45419 F R_ DIV. 5 WD 38 DES. BASIN MD w?. M oiuuK. rang. auoorv: uiAQN DIVIDE CREEK LAND & CATTLE CO C/O LEAVENWORTH & KARP PC P O DRAWER 2030 GLENWOOD SPRINGS, CO 81602- 970) 945-2261 APPROVED WELL LOCATION GARFIELD COUNTY NW 1/4 SE 1/4 Section 27 Township 7 S Range 88 W Sixth P.M. DISTANCES FROM SECTION LINES 2400 Ft. from South Section Line 1850 Ft. from East Section Line UTM COORDINATES LKMI F TO CONSTRUCT A WELL Northing: Easting: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) 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 assure the applicant 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. 2) 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. 3) Approved pursuant to CRS 37-90-137(2) and State Engineer Hearing Case no. 92-SE-03 for the replacement of an existing well, permit no. 45419-F-R, appropriating ground water tributary to the Roaring Fork River, as an alternate point of diversion to the Basalt Conduit, on the condition that the well shall be operated only when the Basalt Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect and when a water allotment contract between the well owner and the Basalt Water Conservancy District for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. BWCD contract #3.3.5.135(a). The old well must be plugged and abandoned in accordance with Rule 16 of the Water Well Construction Rules. A Well Abandonment Report form must be submitted within sixty (60) days after construction of the new well, affirming that the old well was plugged and abandoned. 4) The use of ground water from this well is limited to drinking and sanitary purposes and the irrigation of 0.70 acres of landscaping/agriculturalmaterialsatthePlantedEarth. 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 TePoel Well, Water Court Case No. W-1506. Physical well address is 12744 Highway 82, Carbondale, CO 81623. 5) Approval of this replacement permit shall not result in an expanded use of ground water. 6) The maximum pumping rate of this well shall not exceed 30 GPM. 7) The average annual amount of ground water to be appropriated shall not exceed two (2) acre-foot (651,700 gallons). 8) 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. 9) 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. 10) This well shall be constructed not more than 200 feet from the location specified on this permit. 11) This well shall be constructed at least 600 feet from any existing well, except permit nos. 164088 and 162494, which were the subject of State Engineer Hearing Case no. 92-SE-03 or any well that is not owned by the applicant. 12) The changetexpansion of use from the decreed use of this well (TePcel Well, Case no. W-1506) is a change in water right. An application should be made to the Division 5 Water Court for this change of water right. NOTE: Parcel Identification Number (PIN): 23-2393-274-01-003 Jv3?NOTE: Assessor Tax Schedule Number: R112089 APPROVED DMW ZI State Engineer gg ?? n l? qnMAR077EXPIRATInNnAT6iAP0I2=2, WELL CONSTRUCTION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER FOR OFFICE USE ONLY 95"2:v4/e ' REC1. WELL PERMIT NUMBER 045419-F-R EnrEn 2.Owner Name(s) : Divide Creek Land & Cattle Mailing Address 12744 Hwy 82 City, St. Zip : Carbondale, Co. 81623 Phone (970) 963-1731 MAR 2 1 2001 WATER EE,,.STATEE G r?1G?NEEfiAPPROVAL28ws31-91-03 3.WELL LOCATION AS DRILLED: NW 1/4 SE DISTANCES FROM SEC. LINES: 2400 ft. from South Sec. line. and SUBDIVISION : Dixon STREET ADDRESS AT WELL LOCATION : 114 Sec. 27 Twp. 07S Range 88W 1850 ft. from East Sec. line. OR LOT A BLOCK FILING(UNIT) 4 GROUND SURFACE ELEVATION ft. DATE COMPLETED 03/09/01 TOTAL DRILLING METHOD Air Rotary DEPTH 141 ft. DEPTH COMPLETED 141 ft. 5. GEOLOGIC LOG :6. HOLE DIAM. (in)FROM (ft)TO (ft) Depth Type of Material (Size, Color, and Type)9.0 0 74 000-035 Red Dirt, Rocks 6.5 74 141 035-074 Maroon formation Broken Loose 074-141 Maroon formation 7. PLAIN CASING OD (in)Kind Wall Size From (ft)To (ft) 7.0 Steel 0.240 1 74 5.5 PVC 250 41 101 PERF. CASING : Screen S lot Size : 5.5 PVC 250 101 141 WATER LOCATED : 100+ K 8. Filter Pack Material : Size : Interval : 9. Packer Placement Type Depth REMAR S :10. GROUTING RECOR D Material Amount Density Interval Placement cement 5 sks 16 gal 10-40 poured 11. DISINFECTION : Type : HTH Amt. Used : oz. 12. WELL TEST DATA : [ ] Check Box If Test Data is Submitted On Supplemental Form. TESTING METHOD : Air Compressor Static Level : 80 ft. Datelrime Measured 3/9/01 Production Rate 30 gpm Pumping Level Total ft. Date/Time Measured 3/9/01 Test Length 2 hrs. Remarks : 13. 1 have reef lire smtenierite made herein and Imow lire contemsdrereof, and that fl" are trw to my WaMedge. (PU ra'aro Sectimi 244104 (13)(s) CRS, dre maldns of false statements mnstlbiles perju in the sooond me Brat is punishable asa dss 1 mbdemeanorJ CONTRACTOR : Shelton Drilling Corp. Phone :(970) 927-4182 Mailing Address P.O. Box 1059 Basalt, CO. Lic. No. 1095 Name I Title (Please Type or Print) Wayne Shelton / President I Sign a Date 03/19/01 ORIGINAL FORM NO. OWS-32 10194 PUMP INSTALLATION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER For ONice Use only RECEIVED y5-0 0`c J MAY 2 3 20011. WELL PERMrf NUMBER 454 i A — F k wnreaaESOUHCFS srnrE 2 CAtTln3 Col OWNER NAME(S) Yo CRk- uaun P C_ Mailing Address /0-0, ntencut'Z 203fo City, St. Zip (S ty1lwGon Spl,. moo• s1b02 Phone ( cl?0) 94S- 2'2—T 1 3. WELL LOCATION AS DRILLED: AM 1/4 SE 1/4, Sec. Zi Twp. ' S , Range DISTANCES FROM SEC. LINES: 2400 ft. from SoLrr-H Sec. line. and l-so ft. from E"ASl Sec. line. tnoM souln) Wor SUBDIVISION: LOT—BLOCK— FILING(UNIT) STREET ADDRESS AT WELL LOCATION: 4. PUMP DATA: Type 7SU /9Mt;'I¢Sf 14 ui Installation Completed - - 4/m/01 Pump Manufacturer S-A PQ IT Pump Mo.:al No. 2ow4f- o214 -03 Design GPM Zo at RPM -i 45o HP //z. Nw , Vofts 23oy , Full Load Amps //_2 Pump Intake Depth !z5' Feet, Drop /Column Pipe Size &4 Inches, Kind 3cN CryF rC. ADDITIONAL INFORMATION FOR PUMPS GREATER THAT 50 GPM: TURBINE DRIVER TYPE: Electric Engine Other Design Head feet, Number of Stages Shaft size inches. S. OTHER EQUIPMENT: Airline Installed Yes ® No, Orfice Depth ft. Monitor Tube Installed YesE No, Depth ft. Flow Meter Mfg. Meter Serial No. Meter Readout Gallons, Thousand Gallons, Acre feet, Beginning Reading 6. TEST DATA: Check box d Test data is submitted on Supplemental Form. Date 4 zo v i Total Well Depth 130 ` Time Static Level Rz' -4 " Rate (GPM) 20 GPI Date Measured zo Pumping Lvl. 81'_;iZ° 7. DISINFECTION: Type CLX)W -W Amt. Used /GPZ -- S. Water Quality analysis available. ED Yes J23 No 9. Remarks 0. 1 have read the statements made herein and know the contents thereof, and that they are true to my knowledge. Pursuant to Section 24.4 -104 (13)(a) C.R.S., the making of false statements herein constMUtes perjury in the second degree and is punishable as a class 1 misdemeanor.] CONTRACTOR UN V C6. - A)C• Phone () 945 -6309 Lic. No. 1050. Mailing Address r ^ P IU Name/Thle (Please type or print) CAvN SAMUEL50N Pk Signature Date ox/A/ G:\WWE\181-053\000\Engr\Pumping Test\Water Level Data.xlsxWright Water Engineers, Inc.July 10, 2018Prepared By: MOChecked By: SDS-70.4-70.2-70-69.8-69.6-69.4-69.2-69-68.8Water Level (feet)TimeFIGURE 1GO Self Storage -TePoel WellWater Level Measurement May 31, 2018 Time Water Level (ft)Note Time Water Level (ft)Note 10:15:00 AM 69.21 Pump off 10:46:33 AM 69.31 10:17:04 AM 69.21 Pump on 10:46:52 AM 69.3 Pump on 10:17:38 AM 69.8 10:47:24 AM 70 10:19:10 AM 70.1 Pump off 10:47:40 AM 70.05 10:19:40 AM 69.35 10:48:25 AM 70.1 10:20:40 AM 69.31 10:49:10 AM 70.11 Pump off 10:21:30 AM 69.28 10:49:37 AM 69.5 10:23:07 AM 69.27 Pump on 10:49:52 AM 69.4 10:23:34 AM 69.92 10:51:19 AM 69.32 10:23:46 AM 70 10:52:52 AM 69.3 Pump on 10:24:08 AM 70.05 10:53:23 AM 70 10:25:07 AM 70.08 Pump off 10:53:55 AM 70.1 10:25:49 AM 69.41 10:54:56 AM 70.11 Pump off 10:27:12 AM 69.3 10:55:32 AM 69.45 10:28:59 AM 69.28 Pump on 10:55:58 AM 69.4 10:29:13 AM 69.8 10:57:03 AM 69.35 10:29:47 AM 70 10:58:01 AM 69.31 Pump on 10:30:00 AM 70.1 10:58:50 AM 69.31 10:31:01 AM 70.17 Pump off 10:59:17 AM 69.91 10:32:50 AM 69.7 10:59:25 AM 70 10:33:07 AM 69.3 10:59:32 AM 70.05 10:34:22 AM 69.28 10:59:50 AM 70.1 10:34:56 AM 69.2 Pump on 11:00:55 AM 70.13 Pump off 10:35:52 AM 70.03 11:01:50 AM 69.4 10:36:21 AM 70.08 11:02:59 AM 69.35 10:37:04 AM 70.15 Pump off 11:04:11 AM 69.32 10:37:39 AM 69.4 11:04:47 AM 69.32 Pump on 10:39:21 AM 69.33 11:05:06 AM 69.9 10:40:22 AM 69.3 11:05:26 AM 70 10:41:04 AM 69.28 Pump on 11:05:44 AM 70.1 10:41:31 AM 70 11:06:49 AM 70.13 Pump off 10:42:17 AM 70.1 11:07:18 AM 69.5 10:43:03 AM 70.12 Pump off 11:08:01 AM 69.4 10:43:49 AM 69.4 GO Self Storage - TePoel Well Well Water Level Measurement - May 31, 2018 G:\WWE\181-053\000\Engr\Pumping Test\ Water Level Data.xlsx Year: 2016 GALLONS GALLONS PER DAY ACRE FEET NOVEMBER '15 1 2,480,390 DECEMBER '15 3 2,510,400 30,010 1,072 0.09 JANUARY -0 0.00 FEBRUARY -0 0.00 MARCH -0 0.00 APRIL 5 2,630,201 119,801 4,792 0.37 MAY 2,720,406 90,205 2,910 0.28 JUNE 2,910,765 190,359 6,345 0.58 JULY 3,000,295 89,530 2,888 0.27 AUGUST 3,050,775 50,480 1,628 0.15 SEPTEMBER 3,104,325 53,550 1,785 0.16 OCTOBER 31 3,207,300 102,975 3,322 0.32 TABLE 1 HIPA HIPA LLC WATER RIGHTS DIVERSIONS MONTH DAY METER READING DIVERSION AMOUNT G:\WWE\181-053\000\Engr\Diversion Records\ 2016 Diversions.xlsx ANALYTE UNITS Method Tepoel Well MCL1 MCLG2 SMCL3 Aluminum (Total)mg/L EPA 200.7 <0.03 0.050-0.2 Antimony (Total)mg/L EPA 200.8 <0.0004 0.006 0.006 Arsenic (Total)mg/L EPA 200.8 0.001 0.010 0 Barium (Total)mg/L EPA 200.7 0.020 2 2 Beryllium (Total)mg/L EPA 200.8 <0.00005 0.004 0.004 Cadmium (Total)mg/L EPA 200.7 <0.005 0.005 0.005 Calcium (Dissolved)mg/L EPA 200.7 84.3 Chromium (Dissolved)mg/L EPA 200.7 <0.01 0.1 0.1 Copper (Total)mg/L EPA 200.7 <0.01 1.3 1.3 1.0 Iron (Total)mg/L EPA 200.7 <0.02 0.3 Lead (Total)mg/L EPA 200.8 0.0005 0.015 0 Magnesium (Dissolved)mg/L EPA 200.7 32.5 Manganese (Total)mg/L EPA 200.7 <0.005 0.05 Mercury (Total)mg/L EPA 245.1 <0.0002 0.002 0.002 Nickel (Total)mg/L EPA 200.7 <0.008 0.1 Potassium (Dissolved)mg/L EPA 200.7 2.4 Selenium (Total)mg/L EPA 200.8 0.002 0.05 0.05 Silica (Dissolved)mg/L EPA 200.7 27.1 Silver (Total)mg/L EPA 200.7 <0.01 0.10 Sodium (Dissolved)mg/L EPA 200.7 38.0 Thallium (Total)mg/L EPA 200.8 <0.0001 0.002 0.0005 Uranium mg/L EPA 200.8 0.0091 Zinc (Total)mg/L EPA 200.7 <0.01 5 Alkalinity, Total as CaCO3 mg/L SM2320B 267 Chloride mg/L SM4500CI-E 10.8 250 Corrosivity, Langelier Index SM 2330 1.1 Cyanide, Total mg/L EPA 335.4 <0.003 0.2 0.2 Fluoride mg/L SM4500F-C 0.44 4 4 2 Hardness, Total as CaCO3 mg/L SM 2340B 344 Nitrogen, Nitrate mg/L NO3NO2-NO2 0.89 10 10 Nitrogen, Nitrate+Nitrite mg/L EPA 353.2 0.89 Nitrogen, Nitrite mg/L EPA 353.2 <0.01 1 1 pH su SM4500H+B 8.2 6.5-8.5 Phosphorus, Total mg/L EPA 365.1 <0.02 Solids, Total Dissolved mg/L SM2540C 492 Solids, Total Suspended mg/L SM2540D <5 Specific Conductivity umhos/cm SM2510B 754 Sulfate mg/L SM4500 SO4-D 130 250 Turbidity NTU EPA 180.1 <0.1 0.5 Gross Alpha pCi/L 7.3 15 Gross Beta pCi/L 3.3 50 1Maximum Contaminant Level (MCL) - The highest level of a contaminant that is allowed in drinking water. MCLs are set as close to MCLGs as feasible using the best available treatment technology and taking cost into consideration. MCLs are enforceable standards. 2Maximum Contaminant Level Goal (MCLG) - The level of a contaminant in drinking water below which there is no known or expected risk to health. MCLGs allow for a margin of safety and are non-enforceable public health goals. 3National Secondary Drinking Water Regulations (NSDWRs or secondary standards) are non-enforceable guidelines regulating contaminants that may cause cosmetic effects (such as skin or tooth discoloration) or aesthetic effects (such as taste, odor, or color) in drinking water. EPA recommends secondary standards to water systems but does not require systems to comply. TABLE 2 GO Self Storage - Water Quality Analysis Sampled on May 31, 2018 G:\WWE\181-053\000\Engr\Water Quality\ Table 2 WQ Results.xlsx Wright Water Engineers, Inc. July 10, 2018 Prepared By: MO Checked By: JMK ACZ Sample ID:L44642-01 Sample ID:WELL TEPEOL Sample Matrix:Drinking Water Wright Water Engineers Project ID:181-053.000 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic Analytical Results Date Sampled:05/31/18 14:56 Date Received:06/01/18 Parameter EPA Method Result Units MDLQual AnalystDatePQL Inorganic Prep XQDilution Cyanide, total M335.4 - Manual Distillation jlg06/14/18 10:08 Phosphorus, total M365.1 - Auto Ascorbic Acid Digestion jlg/las06/06/18 14:13 Total Recoverable Digestion M200.2 ICP-MS mfm06/06/18 13:08 Total Recoverable Digestion M200.2 ICP dcm06/19/18 10:19 Parameter EPA Method Result Units MDLQual AnalystDatePQL Metals Analysis XQDilution Aluminum, total recoverable M200.7 ICP mg/L 0.2U aeh0.03 06/20/18 17:301 Antimony, total recoverable M200.8 ICP-MS mg/L 0.002U bsu0.0004 06/14/18 13:081 Arsenic, total recoverable M200.8 ICP-MS 0.001 mg/L 0.002B bsu0.0005 06/14/18 13:081 Barium, total recoverable M200.7 ICP 0.020 mg/L 0.02 aeh0.003*06/20/18 17:301 Beryllium, total recoverable M200.8 ICP-MS mg/L 0.0003U bsu0.00005 06/14/18 13:081 Cadmium, total recoverable M200.7 ICP mg/L 0.02U aeh0.005*06/20/18 17:301 Calcium, dissolved M200.7 ICP 84.3 mg/L 0.5 dcm0.1 06/19/18 4:501 Chromium, dissolved M200.7 ICP mg/L 0.05U dcm0.01*06/19/18 4:501 Copper, total recoverable M200.7 ICP mg/L 0.05U aeh0.01*06/20/18 17:301 Iron, total recoverable M200.7 ICP mg/L 0.05U aeh0.02 06/20/18 17:301 Lead, total recoverable M200.8 ICP-MS 0.0005 mg/L 0.0005 bsu0.0001 06/14/18 13:081 Magnesium, dissolved M200.7 ICP 32.5 mg/L 1 dcm0.2 06/19/18 4:501 Manganese, total recoverable M200.7 ICP mg/L 0.03U aeh0.005 06/20/18 17:301 Mercury, total M245.1 CVAA mg/L 0.001U che0.0002 06/16/18 11:341 Nickel, total recoverable M200.7 ICP mg/L 0.04U aeh0.008*06/20/18 17:301 Potassium, dissolved M200.7 ICP 2.4 mg/L 1 dcm0.2*06/19/18 4:501 Selenium, total recoverable M200.8 ICP-MS 0.002 mg/L 0.005B bsu0.001 06/14/18 13:081 Silica, dissolved M200.7 ICP 27.1 mg/L 1 dcm0.2 06/19/18 4:501 Silver, total recoverable M200.7 ICP mg/L 0.03U aeh0.01*06/20/18 17:301 Sodium, dissolved M200.7 ICP 38.0 mg/L 1 dcm0.2 06/19/18 4:501 Thallium, total recoverable M200.8 ICP-MS mg/L 0.0005U bsu0.0001 06/14/18 13:081 Uranium, total recoverable M200.8 ICP-MS 0.0091 mg/L 0.0005 bsu0.0001 06/14/18 13:081 Zinc, total recoverable M200.7 ICP mg/L 0.05U aeh0.01 06/20/18 17:301 REPIN.02.06.05.01 * Please refer to Qualifier Reports for details. Page 2 of 22L44642-1806221021 ACZ Sample ID:L44642-01 Sample ID:WELL TEPEOL Sample Matrix:Drinking Water Wright Water Engineers Project ID:181-053.000 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic Analytical Results Date Sampled:05/31/18 14:56 Date Received:06/01/18 Parameter EPA Method Result Units MDLQual AnalystDatePQL Wet Chemistry XQDilution Alkalinity as CaCO3 SM2320B - Titration Bicarbonate as CaCO3 267 mg/L 20 ecc206/12/18 0:001 Carbonate as CaCO3 mg/L 20U ecc206/12/18 0:001 Hydroxide as CaCO3 mg/L 20U ecc206/12/18 0:001 Total Alkalinity 267 mg/L 20 ecc206/12/18 0:001 Cation-Anion Balance Calculation Cation-Anion Balance 0.6 %calc06/22/18 0:00 Sum of Anions 8.5 meq/L calc06/22/18 0:00 Sum of Cations 8.6 meq/L calc06/22/18 0:00 Chloride SM4500Cl-E 10.8 mg/L 2 wtc0.5*06/18/18 13:201 Conductivity @25C SM2510B 754 umhos/cm 10 ecc106/12/18 17:211 Corrosivity (calc.)SM 2330 - CaCO3 SI 1.1 SI Unit calc*06/22/18 0:00 Cyanide, total M335.4 - Colorimetric w/ distillation mg/L 0.01U pjb0.003*06/14/18 23:420.5 Fluoride SM4500F-C 0.44 mg/L 0.3 enb0.05 06/18/18 18:091 Hardness as CaCO3 (dissolved) SM2340B - Calculation 344 mg/L 5 calc0.2 06/22/18 0:00 Lab Filtration (0.45um filter) SOPWC050 enb06/18/18 11:251 Lab Filtration (0.45um) & Acidification M200.7/200.8 aeh06/15/18 15:301 Nitrate as N, dissolved Calculation: NO3NO2 minus NO2 0.89 mg/L 0.1 calc0.02 06/22/18 0:00 Nitrate/Nitrite as N, dissolved M353.2 - Automated Cadmium Reduction 0.89 mg/L 0.1 pjb0.02*06/01/18 21:481 Nitrite as N, dissolved M353.2 - Automated Cadmium Reduction mg/L 0.05U pjb0.01*06/01/18 21:481 pH (lab)SM4500H+ B pH 8.2 units 0.1H ecc0.1 06/12/18 0:001 pH measured at 20.2 C 0.1 ecc0.1 06/12/18 0:001 Phosphorus, total M365.1 - Auto Ascorbic Acid (digest) mg/L 0.05U wtc0.02*06/12/18 15:401 Residue, Filterable (TDS) @180C SM2540C 492 mg/L 20 kja1006/06/18 13:481 Residue, Non- Filterable (TSS) @105C SM2540D mg/L 20U oah5*06/06/18 17:281 Sulfate SM4500 SO4-D 130 mg/L 50 enb10*06/18/18 11:571 TDS (calculated)Calculation 500 mg/L calc06/22/18 0:00 TDS (ratio - measured/calculated) Calculation 0.98 calc06/22/18 0:00 Turbidity M180.1 - Nephelometric NTU 0.5U emk0.1*06/01/18 16:321 REPIN.02.06.05.01 * Please refer to Qualifier Reports for details. Page 3 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Report Header Explanations Batch A distinct set of samples analyzed at a specific time Found Value of the QC Type of interest Limit Upper limit for RPD, in %. Lower Lower Recovery Limit, in % (except for LCSS, mg/Kg) MDL Method Detection Limit. Same as Minimum Reporting Limit unless omitted or equal to the PQL (see comment #5). Allows for instrument and annual fluctuations. PCN/SCN A number assigned to reagents/standards to trace to the manufacturer's certificate of analysis PQL Practical Quantitation Limit. Synonymous with the EPA term "minimum level". QC True Value of the Control Sample or the amount added to the Spike Rec Recovered amount of the true value or spike added, in % (except for LCSS, mg/Kg) RPD Relative Percent Difference, calculation used for Duplicate QC Types Upper Upper Recovery Limit, in % (except for LCSS, mg/Kg) Sample Value of the Sample of interest QC Sample Types AS Analytical Spike (Post Digestion)LCSWD Laboratory Control Sample - Water Duplicate ASD Analytical Spike (Post Digestion) Duplicate LFB Laboratory Fortified Blank CCB Continuing Calibration Blank LFM Laboratory Fortified Matrix CCV Continuing Calibration Verification standard LFMD Laboratory Fortified Matrix Duplicate DUP Sample Duplicate LRB Laboratory Reagent Blank ICB Initial Calibration Blank MS Matrix Spike ICV Initial Calibration Verification standard MSD Matrix Spike Duplicate ICSAB Inter-element Correction Standard - A plus B solutions PBS Prep Blank - Soil LCSS Laboratory Control Sample - Soil PBW Prep Blank - Water LCSSD Laboratory Control Sample - Soil Duplicate PQV Practical Quantitation Verification standard LCSW Laboratory Control Sample - Water SDL Serial Dilution QC Sample Type Explanations Blanks Verifies that there is no or minimal contamination in the prep method or calibration procedure. Control Samples Verifies the accuracy of the method, including the prep procedure. Duplicates Verifies the precision of the instrument and/or method. Spikes/Fortified Matrix Determines sample matrix interferences, if any. Standard Verifies the validity of the calibration. ACZ Qualifiers (Qual) BAnalyte concentration detected at a value between MDL and PQL. The associated value is an estimated quantity. HAnalysis exceeded method hold time. pH is a field test with an immediate hold time. LTarget analyte response was below the laboratory defined negative threshold. UThe material was analyzed for, but was not detected above the level of the associated value. The associated value is either the sample quantitation limit or the sample detection limit. Method References (1) EPA 600/4-83-020. Methods for Chemical Analysis of Water and Wastes, March 1983. (2) EPA 600/R-93-100. Methods for the Determination of Inorganic Substances in Environmental Samples, August 1993. (3) EPA 600/R-94-111. Methods for the Determination of Metals in Environmental Samples - Supplement I, May 1994. (4) EPA SW-846. Test Methods for Evaluating Solid Waste. (5) Standard Methods for the Examination of Water and Wastewater. Comments (1) QC results calculated from raw data. Results may vary slightly if the rounded values are used in the calculations. (2) Soil, Sludge, and Plant matrices for Inorganic analyses are reported on a dry weight basis. (3) Animal matrices for Inorganic analyses are reported on an "as received" basis. (4) An asterisk in the "XQ" column indicates there is an extended qualifier and/or certification qualifier associated with the result. (5) If the MDL equals the PQL or the MDL column is omitted, the PQL is the reporting limit. For a complete list of ACZ's Extended Qualifiers, please click:http://www.acz.com/public/extquallist.pdf REP001.03.15.02 Inorganic Reference Page 4 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Alkalinity as CaCO3 SM2320B - Titration ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449279 WG449279PBW1 06/12/18 15:56PBW U -20 20mg/L WG449279LCSW3 06/12/18 16:13 99LCSWWC180531-2 815 90 110mg/L820.0001 L44675-01DUP 06/12/18 18:08 129DUP 130 1mg/L 20 WG449279LCSW6 06/12/18 19:48 100LCSWWC180531-2 823 90 110mg/L820.0001 WG449279PBW2 06/12/18 19:55PBW U -20 20mg/L WG449279LCSW9 06/12/18 23:07 99LCSWWC180531-2 808 90 110mg/L820.0001 WG449279PBW3 06/12/18 23:14PBW 2 -20 20mg/L WG449279LCSW12 06/13/18 2:03 101LCSWWC180531-2 827 90 110mg/L820.0001 WG449279PBW4 06/13/18 2:10PBW U -20 20mg/L WG449279LCSW15 06/13/18 5:40 102LCSWWC180531-2 834 90 110mg/L820.0001 Aluminum, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 97ICVII180612-1 1.93 95 105mg/L2 WG449981ICB 06/20/18 17:08ICB U -0.09 0.09mg/L WG449789LRB 06/20/18 17:24LRB U -0.066 0.066mg/L WG449789LFB 06/20/18 17:27 101LFBII180608-2 1.008 85 115mg/L1.0019 L44799-01LFM 06/20/18 17:37 .16 104LFMII180608-2 1.2 70 130mg/L1.0019 L44799-01LFMD 06/20/18 17:40 .16 103LFMDII180608-2 1.195 070130mg/L 201.0019 Antimony, total recoverable M200.8 ICP-MS ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449470 WG449470ICV 06/14/18 12:59 93ICVMS180423-2 .01853 90 110mg/L.02 WG449470ICB 06/14/18 13:01ICB U -0.0012 0.0012mg/L WG448814LRB 06/14/18 13:04LRB U -0.00088 0.00088mg/L WG448814LFB 06/14/18 13:05 106LFBMS180522-2 .01059 85 115mg/L.01 L44655-01LFM 06/14/18 13:12 U 108LFMMS180522-2 .01082 70 130mg/L.01 L44655-01LFMD 06/14/18 13:13 U 111LFMDMS180522-2 .01107 270130mg/L 20.01 Arsenic, total recoverable M200.8 ICP-MS ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449470 WG449470ICV 06/14/18 12:59 100ICVMS180423-2 .04996 90 110mg/L.05 WG449470ICB 06/14/18 13:01ICB U -0.0015 0.0015mg/L WG448814LRB 06/14/18 13:04LRB U -0.0011 0.0011mg/L WG448814LFB 06/14/18 13:05 98LFBMS180522-2 .04901 85 115mg/L.0501 L44655-01LFM 06/14/18 13:12 U 100LFMMS180522-2 .05002 70 130mg/L.0501 L44655-01LFMD 06/14/18 13:13 U 102LFMDMS180522-2 .051 270130mg/L 20.0501 Page 5 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Barium, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 99ICVII180612-1 1.9775 95 105mg/L2 WG449981ICB 06/20/18 17:08ICB U -0.009 0.009mg/L WG449789LRB 06/20/18 17:24LRB U -0.0066 0.0066mg/L WG449789LFB 06/20/18 17:27 100LFBII180608-2 .5027 85 115mg/L.5025 L44799-01LFM 06/20/18 17:37 .007 99LFMII180608-2 .5068 70 130mg/L.5025 L44799-01LFMD 06/20/18 17:40 .007 99LFMDII180608-2 .5066 070130mg/L 20.5025 Beryllium, total recoverable M200.8 ICP-MS ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449470 WG449470ICV 06/14/18 12:59 98ICVMS180423-2 .048886 90 110mg/L.05 WG449470ICB 06/14/18 13:01ICB U -0.00015 0.00015mg/L WG448814LRB 06/14/18 13:04LRB U -0.00011 0.00011mg/L WG448814LFB 06/14/18 13:05 98LFBMS180522-2 .049414 85 115mg/L.05035 L44655-01LFM 06/14/18 13:12 U 99LFMMS180522-2 .049949 70 130mg/L.05035 L44655-01LFMD 06/14/18 13:13 U 99LFMDMS180522-2 .050048 070130mg/L 20.05035 Cadmium, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 100ICVII180612-1 2.0013 95 105mg/L2 WG449981ICB 06/20/18 17:08ICB U -0.015 0.015mg/L WG449789LRB 06/20/18 17:24LRB U -0.011 0.011mg/L WG449789LFB 06/20/18 17:27 101LFBII180608-2 .5002 85 115mg/L.4975 L44799-01LFM 06/20/18 17:37 U 101LFMII180608-2 .5008 70 130mg/L.4975 L44799-01LFMD 06/20/18 17:40 U 100LFMDII180608-2 .4993 070130mg/L 20.4975 Calcium, dissolved M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449759 WG449759ICV 06/19/18 4:29 100ICVII180612-1 99.55 95 105mg/L100 WG449759ICB 06/19/18 4:35ICB U -0.3 0.3mg/L WG449759LFB 06/19/18 4:47 101LFBII180608-2 68.74 85 115mg/L68.22088 L44826-01AS 06/19/18 5:15 100 95ASII180608-2 164.6 85 115mg/L68.22088 L44826-01ASD 06/19/18 5:24 100 96ASDII180608-2 165.4 085115mg/L 2068.22088 Chloride SM4500Cl-E ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449717 WG449717ICB 06/18/18 12:18ICB U -1.5 1.5mg/L WG449717ICV 06/18/18 12:18 106ICVWI180530-1 58.22 90 110mg/L54.89 WG449717LFB1 06/18/18 13:18 110LFBWI171229-5 32.97 90 110mg/L30.03 L44622-03DUP 06/18/18 13:20 22DUP 21.58 2mg/L 20 L44642-01AS 06/18/18 13:20 10.8 108ASWI171229-5 43.16 90 110mg/L30.03 WG449717LFB2 06/18/18 13:35 105LFBWI171229-5 31.51 90 110mg/L30.03 Page 6 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Chromium, dissolved M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449759 WG449759ICV 06/19/18 4:29 98ICVII180612-1 1.968 95 105mg/L2 WG449759ICB 06/19/18 4:35ICB U -0.03 0.03mg/L WG449759LFB 06/19/18 4:47 104LFBII180608-2 .519 85 115mg/L.5 L44826-01AS 06/19/18 5:15 U 103ASII180608-2 .515 85 115mg/L.5 L44826-01ASD 06/19/18 5:24 U 105ASDII180608-2 .525 285115mg/L 20.5 Conductivity @25C SM2510B ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449279 WG449279LCSW2 06/12/18 16:01 104LCSWPCN558111460 90 110umhos/cm1410 L44675-01DUP 06/12/18 18:08 263DUP 260 1umhos/cm 20 WG449279LCSW5 06/12/18 19:36 103LCSWPCN558111450 90 110umhos/cm1410 WG449279LCSW8 06/12/18 22:56 103LCSWPCN558111450 90 110umhos/cm1410 WG449279LCSW11 06/13/18 1:51 102LCSWPCN558111440 90 110umhos/cm1410 WG449279LCSW14 06/13/18 5:28 101LCSWPCN558111430 90 110umhos/cm1410 Copper, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 98ICVII180612-1 1.958 95 105mg/L2 WG449981ICB 06/20/18 17:08ICB U -0.03 0.03mg/L WG449789LRB 06/20/18 17:24LRB U -0.022 0.022mg/L WG449789LFB 06/20/18 17:27 101LFBII180608-2 .501 85 115mg/L.4975 L44799-01LFM 06/20/18 17:37 U 100LFMII180608-2 .499 70 130mg/L.4975 L44799-01LFMD 06/20/18 17:40 U 100LFMDII180608-2 .496 170130mg/L 20.4975 Cyanide, total M335.4 - Colorimetric w/ distillation ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449533 WG449533ICV 06/14/18 22:06 94ICVWI180613-2 .2821 90 110mg/L.3003 WG449533ICB 06/14/18 22:07ICB U -0.003 0.003mg/L WG449535 WG449446LRB 06/14/18 23:37LRB U -0.003 0.003mg/L WG449446LFB 06/14/18 23:37 91LFBWI18060818-2 .1824 90 110mg/L.2 L44569-10DUP RA06/14/18 23:39 UDUP U 0mg/L 20 L44569-11LFM 06/14/18 23:41 U 95LFMWI18060818-2 .1892 90 110mg/L.2 Fluoride SM4500F-C ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449719 WG449719ICV 06/18/18 17:15 100ICVWC180611-13 1.995 95 105mg/L1.996 WG449719ICB 06/18/18 17:21ICB U -0.15 0.15mg/L WG449719LFB1 06/18/18 17:30 100LFBWC180508-10 5 90 110mg/L5.015 L42793-17AS 06/18/18 17:46 .31 97ASWC180508-10 5.178 90 110mg/L5.015 L42793-17ASD 06/18/18 17:54 .31 96ASDWC180508-10 5.1 290110mg/L 205.015 WG449719LFB2 06/18/18 20:39 99LFBWC180508-10 4.953 90 110mg/L5.015 Page 7 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Iron, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 97ICVII180612-1 1.937 95 105mg/L2 WG449981ICB 06/20/18 17:08ICB U -0.06 0.06mg/L WG449789LRB 06/20/18 17:24LRB U -0.044 0.044mg/L WG449789LFB 06/20/18 17:27 101LFBII180608-2 1.008 85 115mg/L1.0011 L44799-01LFM 06/20/18 17:37 .15 101LFMII180608-2 1.166 70 130mg/L1.0011 L44799-01LFMD 06/20/18 17:40 .15 101LFMDII180608-2 1.16 170130mg/L 201.0011 Lead, total recoverable M200.8 ICP-MS ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449470 WG449470ICV 06/14/18 12:59 104ICVMS180423-2 .05177 90 110mg/L.05 WG449470ICB 06/14/18 13:01ICB U -0.0003 0.0003mg/L WG448814LRB 06/14/18 13:04LRB U -0.00022 0.00022mg/L WG448814LFB 06/14/18 13:05 99LFBMS180522-2 .04922 85 115mg/L.0496 L44655-01LFM 06/14/18 13:12 .0018 99LFMMS180522-2 .05104 70 130mg/L.0496 L44655-01LFMD 06/14/18 13:13 .0018 99LFMDMS180522-2 .05107 070130mg/L 20.0496 Magnesium, dissolved M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449759 WG449759ICV 06/19/18 4:29 99ICVII180612-1 99.45 95 105mg/L100 WG449759ICB 06/19/18 4:35ICB U -0.6 0.6mg/L WG449759LFB 06/19/18 4:47 98LFBII180608-2 48.81 85 115mg/L50.05667 L44826-01AS 06/19/18 5:15 7.3 99ASII180608-2 56.86 85 115mg/L50.05667 L44826-01ASD 06/19/18 5:24 7.3 99ASDII180608-2 56.85 085115mg/L 2050.05667 Manganese, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 99ICVII180612-1 1.9818 95 105mg/L2 WG449981ICB 06/20/18 17:08ICB U -0.015 0.015mg/L WG449789LRB 06/20/18 17:24LRB U -0.011 0.011mg/L WG449789LFB 06/20/18 17:27 101LFBII180608-2 .508 85 115mg/L.5005 L44799-01LFM 06/20/18 17:37 U 102LFMII180608-2 .5119 70 130mg/L.5005 L44799-01LFMD 06/20/18 17:40 U 102LFMDII180608-2 .5107 070130mg/L 20.5005 Mercury, total M245.1 CVAA ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449591 WG449591ICV1 06/16/18 10:54 98ICVHG180607-3 .00488 95 105mg/L.004995 WG449591ICB 06/16/18 10:57ICB U -0.0002 0.0002mg/L WG449593 WG449593LRB 06/16/18 11:32LRB U -0.00044 0.00044mg/L WG449593LFB 06/16/18 11:33 92LFBHG180530-3 .00184 85 115mg/L.002002 L44816-01LFM 06/16/18 11:39 U 95LFMHG180530-3 .0019 85 115mg/L.002002 L44816-01LFMD 06/16/18 11:40 U 93LFMDHG180530-3 .00187 285115mg/L 20.002002 Page 8 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Nickel, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 99ICVII180612-1 1.9792 95 105mg/L2.004 WG449981ICB 06/20/18 17:08ICB U -0.024 0.024mg/L WG449789LRB 06/20/18 17:24LRB U -0.0176 0.0176mg/L WG449789LFB 06/20/18 17:27 102LFBII180608-2 .51 85 115mg/L.5015 L44799-01LFM 06/20/18 17:37 U 103LFMII180608-2 .5151 70 130mg/L.5015 L44799-01LFMD 06/20/18 17:40 U 102LFMDII180608-2 .5095 170130mg/L 20.5015 Nitrate/Nitrite as N, dissolved M353.2 - Automated Cadmium Reduction ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG448576 WG448576ICV 06/01/18 20:47 100ICVWI180301-7 2.415 90 110mg/L2.416 WG448576ICB 06/01/18 20:49ICB U -0.02 0.02mg/L WG448576LFB1 06/01/18 20:54 102LFBWI180103-12 2.032 90 110mg/L2 WG448576LFB2 06/01/18 21:34 102LFBWI180103-12 2.045 90 110mg/L2 L44614-02AS 06/01/18 21:41 U 95ASWI180103-12 1.899 90 110mg/L2 L44622-01DUP RA06/01/18 21:43 UDUP U 0mg/L 20 Nitrite as N, dissolved M353.2 - Automated Cadmium Reduction ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG448576 WG448576ICV 06/01/18 20:47 102ICVWI180301-7 .621 90 110mg/L.609 WG448576ICB 06/01/18 20:49ICB U -0.01 0.01mg/L WG448576LFB1 06/01/18 20:54 101LFBWI180103-12 1.012 90 110mg/L1 WG448576LFB2 06/01/18 21:34 103LFBWI180103-12 1.032 90 110mg/L1 L44614-02AS M206/01/18 21:41 U 59ASWI180103-12 .59 90 110mg/L1 L44622-01DUP RA06/01/18 21:43 UDUP U 0mg/L 20 pH (lab) SM4500H+ B ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449279 WG449279LCSW1 06/12/18 15:59 101LCSWPCN541626.1 5.9 6.1units6.01 L44675-01DUP 06/12/18 18:08 8.3DUP 8.3 0units 20 WG449279LCSW4 06/12/18 19:34 101LCSWPCN541626.1 5.9 6.1units6.01 WG449279LCSW7 06/12/18 22:54 100LCSWPCN541626 5.9 6.1units6.01 WG449279LCSW10 06/13/18 1:49 100LCSWPCN541626 5.9 6.1units6.01 WG449279LCSW13 06/13/18 5:26 100LCSWPCN541626 5.9 6.1units6.01 Phosphorus, total M365.1 - Auto Ascorbic Acid (digest) ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449264 WG449264ICV 06/12/18 13:28 100ICVWI180601-8 .651 90 110mg/L.65228 WG449264ICB 06/12/18 13:30ICB U -0.02 0.02mg/L WG449274 WG448844LRB 06/12/18 15:25LRB U -0.02 0.02mg/L WG448844LFB 06/12/18 15:26 98LFBWI180605-7 .492 90 110mg/L.5 L44605-02LFM 06/12/18 15:28 U 101LFMWI180605-7 .505 90 110mg/L.5 L44613-01DUP 06/12/18 15:30 .43DUP .374 14mg/L 20 Page 9 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Potassium, dissolved M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449759 WG449759ICV 06/19/18 4:29 99ICVII180612-1 19.88 95 105mg/L20 WG449759ICB 06/19/18 4:35ICB U -0.6 0.6mg/L WG449759LFB 06/19/18 4:47 100LFBII180608-2 100 85 115mg/L99.72934 L44826-01AS 06/19/18 5:15 6.3 103ASII180608-2 109.4 85 115mg/L99.72934 L44826-01ASD 06/19/18 5:24 6.3 104ASDII180608-2 109.7 085115mg/L 2099.72934 Residue, Filterable (TDS) @180C SM2540C ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG448864 WG448864PBW 06/06/18 13:45PBW U -20 20mg/L WG448864LCSW 06/06/18 13:46 101LCSWPCN55373262 80 120mg/L260 L44675-01DUP 06/06/18 14:01 194DUP 196 1mg/L 10 Residue, Non-Filterable (TSS) @105C SM2540D ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG448878 WG448878PBW 06/06/18 17:00PBW U -15 15mg/L WG448878LCSW 06/06/18 17:02 98LCSWPCN55373157 80 120mg/L160 L44642-01DUP RA06/06/18 17:31 UDUP U 0mg/L 10 Selenium, total recoverable M200.8 ICP-MS ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449470 WG449470ICV 06/14/18 12:59 109ICVMS180423-2 .0545 90 110mg/L.05 WG449470ICB 06/14/18 13:01ICB U -0.003 0.003mg/L WG448814LRB 06/14/18 13:04LRB U -0.0022 0.0022mg/L WG448814LFB 06/14/18 13:05 98LFBMS180522-2 .0489 85 115mg/L.05005 L44655-01LFM 06/14/18 13:12 U 98LFMMS180522-2 .0492 70 130mg/L.05005 L44655-01LFMD 06/14/18 13:13 U 101LFMDMS180522-2 .0504 270130mg/L 20.05005 Silica, dissolved M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449759 WG449759ICV 06/19/18 4:29 97ICVII180612-1 41.44 95 105mg/L42.8 WG449759ICB 06/19/18 4:35ICB U -0.6 0.6mg/L WG449759LFB 06/19/18 4:47 107LFBII180608-2 22.89 85 115mg/L21.415 L44826-01AS 06/19/18 5:15 52.5 95ASII180608-2 72.86 85 115mg/L21.415 L44826-01ASD 06/19/18 5:24 52.5 93ASDII180608-2 72.46 185115mg/L 2021.415 Page 10 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Silver, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 100ICVII180612-1 1.005 95 105mg/L1.001 WG449981ICB 06/20/18 17:08ICB U -0.03 0.03mg/L WG449789LRB 06/20/18 17:24LRB U -0.022 0.022mg/L WG449789LFB 06/20/18 17:27 99LFBII180608-2 .497 85 115mg/L.5 L44799-01LFM 06/20/18 17:37 U 99LFMII180608-2 .493 70 130mg/L.5 L44799-01LFMD 06/20/18 17:40 U 99LFMDII180608-2 .493 070130mg/L 20.5 Sodium, dissolved M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449759 WG449759ICV 06/19/18 4:29 100ICVII180612-1 100.44 95 105mg/L100 WG449759ICB 06/19/18 4:35ICB U -0.6 0.6mg/L WG449759LFB 06/19/18 4:47 101LFBII180608-2 101.8 85 115mg/L100.6711 L44826-01AS 06/19/18 5:15 22.2 102ASII180608-2 125.2 85 115mg/L100.6711 L44826-01ASD 06/19/18 5:24 22.2 103ASDII180608-2 125.4 085115mg/L 20100.6711 Sulfate SM4500 SO4-D ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449698 WG449698PBW 06/18/18 11:50PBW U -30 30mg/L WG449698LCSW 06/18/18 11:53 102LCSWWC170902-4 102 80 120mg/L100 L44860-05DUP 06/18/18 12:32 290DUP 281 3mg/L 20 Thallium, total recoverable M200.8 ICP-MS ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449470 WG449470ICV 06/14/18 12:59 106ICVMS180423-2 .0528 90 110mg/L.05 WG449470ICB 06/14/18 13:01ICB U -0.0003 0.0003mg/L WG448814LRB 06/14/18 13:04LRB U -0.00022 0.00022mg/L WG448814LFB 06/14/18 13:05 101LFBMS180522-2 .0504 85 115mg/L.0501 L44655-01LFM 06/14/18 13:12 U 100LFMMS180522-2 .05032 70 130mg/L.0501 L44655-01LFMD 06/14/18 13:13 U 101LFMDMS180522-2 .05054 070130mg/L 20.0501 Turbidity M180.1 - Nephelometric ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG448570 WG448570ICV 06/01/18 16:21 104ICVPCN54180213 90 110NTU205 WG448570ICV1 06/01/18 16:23 104ICVPCN54180213 90 110NTU205 WG448570ICB 06/01/18 16:24ICB U -0.3 0.3NTU L44642-01DUP RA06/01/18 16:33 UDUP U 0NTU 20 Page 11 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic QC Summary ACZ Project ID:L44642Wright Water Engineers NOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec. Uranium, total recoverable M200.8 ICP-MS ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449470 WG449470ICV 06/14/18 12:59 101ICVMS180423-2 .05049 90 110mg/L.05 WG449470ICB 06/14/18 13:01ICB U -0.0003 0.0003mg/L WG448814LRB 06/14/18 13:04LRB U -0.00022 0.00022mg/L WG448814LFB 06/14/18 13:05 100LFBMS180522-2 .04982 85 115mg/L.05 L44655-01LFM 06/14/18 13:12 .0017 102LFMMS180522-2 .05247 70 130mg/L.05 L44655-01LFMD 06/14/18 13:13 .0017 102LFMDMS180522-2 .05293 170130mg/L 20.05 Zinc, total recoverable M200.7 ICP ACZ ID Analyzed Rec%Sample QualLowerUpperRPDFoundTypeUnitsPCN/SCN LimitQC WG449981 WG449981ICV 06/20/18 17:01 101ICVII180612-1 2.015 95 105mg/L2 WG449981ICB 06/20/18 17:08ICB U -0.03 0.03mg/L WG449789LRB 06/20/18 17:24LRB U -0.022 0.022mg/L WG449789LFB 06/20/18 17:27 106LFBII180608-2 .524 85 115mg/L.4942 L44799-01LFM 06/20/18 17:37 U 106LFMII180608-2 .522 70 130mg/L.4942 L44799-01LFMD 06/20/18 17:40 U 106LFMDII180608-2 .522 070130mg/L 20.4942 Page 12 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Inorganic Extended Qualifier Report ACZ Project ID:L44642Wright Water Engineers ACZ ID PARAMETER QUAL DESCRIPTIONMETHODWORKNUM ZZ Laboratory measured pH and temperature were used in this calculation. Sampler did not report either field pH, field temperature, or both. SM 2330 - CaCO3 SICorrosivity (calc.)RG6391521L44642-01 RA Relative Percent Difference (RPD) was not used for data validation because the concentration of the duplicated sample is too low for accurate evaluation (< 10x MDL). M335.4 - Colorimetric w/ distillation Cyanide, totalWG449535 RA Relative Percent Difference (RPD) was not used for data validation because the concentration of the duplicated sample is too low for accurate evaluation (< 10x MDL). M353.2 - Automated Cadmium Reduction Nitrate/Nitrite as N, dissolvedWG448576 ZU Analysis date/time preceeds filter date/time. A portion of sample was filtered and analyzed prior to the creation of a Filter workgroup. M353.2 - Automated Cadmium Reduction M2 Matrix spike recovery was low, the recovery of the associated control sample (LCS or LFB) was acceptable. M353.2 - Automated Cadmium Reduction Nitrite as N, dissolved RA Relative Percent Difference (RPD) was not used for data validation because the concentration of the duplicated sample is too low for accurate evaluation (< 10x MDL). M353.2 - Automated Cadmium Reduction ZU Analysis date/time preceeds filter date/time. A portion of sample was filtered and analyzed prior to the creation of a Filter workgroup. M353.2 - Automated Cadmium Reduction RA Relative Percent Difference (RPD) was not used for data validation because the concentration of the duplicated sample is too low for accurate evaluation (< 10x MDL). SM2540DResidue, Non-Filterable (TSS) @105CWG448878 RA Relative Percent Difference (RPD) was not used for data validation because the concentration of the duplicated sample is too low for accurate evaluation (< 10x MDL). M180.1 - NephelometricTurbidityWG448570 REPAD.15.06.05.01 Page 13 of 22L44642-1806221021 ACZ Sample ID:L44642-01 Sample ID:WELL TEPEOL Sample Matrix:Drinking Water Wright Water Engineers Project ID:181-053.000 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Date Sampled:05/31/18 14:56 Date Received:06/01/18 Locator: RadioChemistry Analytical Results Gross Alpha & Beta M900.0 Prep Method: Parameter Result LLDError(+/-)Units XQMeasure Date Prep Date Analyst Alpha 7.3 3.3 2.4 pCi/L *slm/jlg06/16/18 0:07 Beta 3.3 3.4 3.4 pCi/L *slm/jlg06/16/18 0:07 REPRC.02.06.05.01 * Please refer to Qualifier Reports for details. Page 14 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Report Header Explanations Batch A distinct set of samples analyzed at a specific time Error(+/-)Calculated sample specific uncertainty Found Value of the QC Type of interest Limit Upper limit for RPD, in %. LCL Lower Control Limit, in % (except for LCSS, mg/Kg) LLD Calculated sample specific Lower Limit of Detection PCN/SCN A number assigned to reagents/standards to trace to the manufacturer's certificate of analysis PQL Practical Quantitation Limit QC True Value of the Control Sample or the amount added to the Spike Rec Amount of the true value or spike added recovered, in % (except for LCSS, mg/Kg) RER Relative Error Ratio, calculation used for Dup. QC taking into account the error factor. RPD Relative Percent Difference, calculation used for Duplicate QC Types UCL Upper Control Limit, in % (except for LCSS, mg/Kg) Sample Value of the Sample of interest QC Sample Types DUP Sample Duplicate MS/MSD Matrix Spike/Matrix Spike Duplicate LCSS Laboratory Control Sample - Soil PBS Prep Blank - Soil LCSW Laboratory Control Sample - Water PBW Prep Blank - Water QC Sample Type Explanations Blanks Verifies that there is no or minimal contamination in the prep method procedure. Control Samples Verifies the accuracy of the method, including the prep procedure. Duplicates Verifies the precision of the instrument and/or method. Matrix Spikes Determines sample matrix interferences, if any. ACZ Qualifiers (Qual) H Analysis exceeded method hold time. Method Prefix Reference M EPA methodology, including those under SDWA, CWA, and RCRA SM Standard Methods for the Examination of Water and Wastewater. DASTM RP DOE ESM DOE/ESM Comments (1) Solid matrices are reported on a dry weight basis. (2) Preparation method: "Method" indicates preparation defined in analytical method. (3) QC results calculated from raw data. Results may vary slightly if the rounded values are used in the calculations. (4) An asterisk in the "XQ" column indicates there is an extended qualifier and/or certification qualifier associated with the result. For a complete list of ACZ's Extended Qualifiers, please click:http://www.acz.com/public/extquallist.pdf REP003.09.12.01 Radiochemistry Reference Page 15 of 22L44642-1806221021 ACZLaboratories, Inc.2773 Downhill DriveSteamboat Springs, CO 80487(800) 334-5493Radiochemistry QC SummaryACZ Project ID:L44642Wright Water EngineersNOTE: If the Rec% column is null, the high/low limits are in the same units as the result. If the Rec% column is not null, then the high/low limits are in % Rec.Alpha M900.0ACZ IDAnalyzedRec%SampleQualLowerUpperQCFoundTypeErrorPCN/SCNLimitRPD/RER pCi/LErrorLLDLLDUnits:WG449738WG449728PBW06/16/18PBW.062.20.831.1WG449728LCSW06/16/18100LCSWPCN55778100100671448.71.7L44642-01DUPRG06/16/187.3DUP-RPD9.6203.63.32.22.427L44642-01DUP06/16/187.3DUP-RER9.623.60.473.32.22.4L44703-02DUP06/16/184.8DUP-RPD4.820332.52.50L44736-05MS06/16/182.982MSPCN5577885100671448.92.34.65.7Beta M900.0ACZ IDAnalyzedRec%SampleQualLowerUpperQCFoundTypeErrorPCN/SCNLimitRPD/RER pCi/LErrorLLDLLDUnits:WG449738WG449728PBW06/16/18PBW23.821.9WG449728LCSW06/16/1892LCSWRC180320-1092100821226.22.6L44642-01DUPRG06/16/183.3DUP-RPD8.5203.53.43.13.488L44642-01DUP06/16/183.3DUP-RER8.523.51.073.43.13.4L44703-02DUP06/16/183.1DUP-RPD3.6203.433.4315L44736-07MS06/16/183.996MSRC180320-1010010082122737.87.3Page 16 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 RadChem Extended Qualifier Report ACZ Project ID:L44642Wright Water Engineers ACZ ID PARAMETER QUAL DESCRIPTIONMETHODWORKNUM RG Sample concentration is less than 5x LLD; RPD was not used for data validation. Replicate Error Ratio (RER) is less than 2. Precision judged to be in control. M900.0AlphaWG4497381L44642-01 RG Sample concentration is less than 5x LLD; RPD was not used for data validation. Replicate Error Ratio (RER) is less than 2. Precision judged to be in control. M900.0Beta REPAD.15.06.05.01 Page 17 of 22L44642-1806221021 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487 (800) 334-5493 Certification Qualifiers ACZ Project ID:L44642Wright Water Engineers Metals Analysis The following parameters are not offered for certification or are not covered by NELAC certificate #ACZ. Barium, total recoverable M200.7 ICP Cadmium, total recoverable M200.7 ICP Chromium, dissolved M200.7 ICP Copper, total recoverable M200.7 ICP Nickel, total recoverable M200.7 ICP Potassium, dissolved M200.7 ICP Silver, total recoverable M200.7 ICP Wet Chemistry The following parameters are not offered for certification or are not covered by NELAC certificate #ACZ. Chloride SM4500Cl-E Phosphorus, total M365.1 - Auto Ascorbic Acid (digest) Residue, Non-Filterable (TSS) @105C SM2540D Sulfate SM4500 SO4-D REPAD.05.06.05.01 Page 18 of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age 19 of 22L44642-1806221021 /DERUDWRULHV,QF 'RZQKLOO'ULYH6WHDPERDW6SULQJV&2 6DPSOH 5HFHLSW :ULJKW:DWHU(QJLQHHUV $&=3URMHFW,' 'DWH5HFHLYHG 5HFHLYHG%\ / 'DWH3ULQWHG 7KHSUHVHUYDWLRQRIWKHIROORZLQJERWWOHW\SHVLVQRWFKHFNHGDWVDPSOHUHFHLSW 2UDQJH RLODQG JUHDVH 3XUSOH WRWDOF\DQLGH 3LQN GLVVROYHGF\DQLGH %URZQ DUVHQLFVSHFLDWLRQ 6WHULOH IHFDO FROLIRUP ('7$ VXOILWH +&OSUHVHUYHGYLDO RUJDQLFV 1D62SUHVHUYHGYLDO RUJDQLFV DQG +* WRWDOGLVVROYHGPHUFXU\E\PHWKRG 5(3$'/3,, Page 20 of 22L44642-1806221021 Page 21 of 22L44642-1806221021 Page 22 of 22L44642-1806221021 The Land Studio, Inc. 365 River Bend Way • Glenwood Springs, CO 81601 • Tel 970 927 3690 • landstudio2@comcast.net December 20, 2018 Mr. Glenn Hartmann Garfield County Building and Planning Department 108 8th St., Suite 401 Glenwood Springs, CO 81601 Re: Limited Impact Review Land Use Change Permit – Mini Storage – Garfield County File Number LIPA- 07-18-8659. Dear Glenn, In connection with Applicant’s above-described application, the County has asked us to apply for a waiver from Section 7-1001. A – “Industrial uses shall not occupy a lot in a platted residential Subdivision.” As previously communicated to the County, it is the Applicant’s position that a waiver is not required, as the subject property (“Property”) is not part of a platted residential subdivision. There is no definition of a “platted residential Subdivision” in the County Code. The Property is one of four lots (Parcel C) in the Dixon Subdivision Exemption (“Subdivision”) that was initially approved by Resolution No. 79-60 in 1979. None of the resolutions affecting the Subdivision and none of the plats affecting the Subdivision include any designation or restriction relating to use of the Property (or any property within the Subdivision). Further, there are no deed restrictions or restrictive covenants affecting the Property that suggest it must be residential use. The Property and two of the other lots in the Subdivision (Lot A and Parcel D) have apparently been subject to commercial use as a nursery and related operations since approximately 1983. While one of the structures on one of the lots (Parcel B) was approved for a residence in 2001, commercial use existed in the Subdivision for many years prior (and subsequent to 2001) on all parcels except Parcel B. In fact, a certificate of occupancy was issued by the County for Office/Retail in 1993 on Lot A in the Subdivision. To reiterate, the Subdivision has clearly been subject to mostly non-residential use and the only existing residence was constructed after many years of continuous commercial use (obviously, with full knowledge of such use). The Property is Zoned Rural and the Applicant has submitted an application for a Land Use Change Permit to allow for the proposed use as required by Section 2-102.A of the County Code. While it is the Applicant’s position that Section 7-1001.A of the Code does not apply the to the subject Property and consequently, no waiver is required, the Applicant submits the following request for a waiver to the extent necessary to effectuate the approval of the Applicant’s use for the GO Self Storage Facility. 4-118 Waiver of Standards C. Review Criteria. A waiver may be approved if the Applicant demonstrates that the following criteria have been met by the proposed alternative: 1. It achieves the intent of the subject standard to the same or better degree than the subject The Land Studio 2 standard; and 2. It imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of this Code. In this case, the County has asked the Applicant to apply for a waiver from 7-1001(A) to pursue development of a Self Storage Facility on Parcel C of the Dixon Subdivision Exemption, which, as noted above, has historically been used for commercial purposes since approximately 1983. The original Dixon Subdivision Exemption contains Lot A and Parcels B, C, and D. Parcel C of the Dixon Subdivision Exemption is a 2.7± acre property that is accessed by Highway 82 via an existing road that has serviced three commercial parcels occupied by Planted Earth Nursery and four adjoining residential properties. As noted above, while one of the structures on one of the lots in the Subdivision (Parcel B) was approved for a residence in 2001, commercial use existed in the Subdivision for many years prior and subsequent to 2001 on all parcels except Parcel B. Planted Earth has been a Roaring Fork institution on Lot A and Parcels C, and D of the Subdivision for decades, and this proposed Self Storage Facility is located on one of the parcels currently occupied by Planted Earth. Parcel B of the Subdivision is the only parcel of the Subdivision with a residence on it. It is important to note that the Self Storage Facility is approximately 700’ horizontally and 118’ vertically from the existing residence on Parcel B (10 stories below and a couple football fields distance away) and will have minimal impact on it. The proposed Self Storage Development would create Peak Hour Vehicle trips of 26.22 PHV compared to the previous Nursery/ Greenhouse Use which created Peak Hour Vehicle trips of 122.40 PHV Consequently, traffic impacts on adjacent properties should be greatly diminished from the previous use. It is also important to note that the Proposed Self Storage Facility will not have the impact of an Industrial Use as identified in the Garfield County Land Use Code definition of “Industrial Use” in that it will not contain “processing, fabrication, alteration or manufacture of raw or semi-processed materials, manufactured goods, or any components thereof”. The facility will have no heavy equipment, machinery use, no dust, vapor, smoke, fuel storage, or noise and all activity will be contained inside the building. No outdoor storage of any kind will be permitted, and Office Hours will be from 8:30 am until 5:30 pm Monday through Friday, and Saturday 9:00 am until 1:00 pm. The Applicant believes that the Proposed Self Storage use will have no greater impacts on the adjacent properties than would occur from the previous allowed use of a nursery/greenhouse. It is the Applicant’s position that the proposed Self Storage Use achieves the subject standard of development in a Rural Zone district, which allows various commercial uses through a similar Limited Impact review or Administrative review process, to a similar degree of the previous nursery/greenhouse use. The proposed Self Storage Use will pose no greater impact on the adjacent properties than would occur through compliance with the specific requirements of the code. As a result, to the extent a waiver is still required in light of the introduction above, on behalf of the Applicant, we request a waiver from 7-1001(A). Sincerely, THE LAND STUDIO, INC By: _____________________________ Douglas J. Pratte The Land Studio, Inc. 365 River Bend Way • Glenwood Springs, CO 81601 • Tel 970 927 3690 • landstudio2@comcast.net November 20, 2018 Glenn Hartmann, Senior Planner Garfield County Community Development 108 8th Street, #401 Glenwood Springs, CO 81601 Reference: Limited Impact Review Land Use Change Permit – Mini Storage – Garfield County File Number LIPA-07-18-8659 Dear Glenn: Enclosed is the November 20, 2018 GO Self Storage resubmittal of Limited Impact Review Land Use Change Permit Application per the requirements identified in the associated Pre-Application Conference Summary. Refinements have been made to the Application to address the request for additional materials as stated in the July 24, 2018 letter from your office. A response has been provided below with an explanation of each item identified in your letter. The following revisions/additional materials are provided: Ownership and Authority 1. The legal description of the parcel excepts out a quiet title matter from 2003 whereby a portion of Parcel C is now owned by the property to the east. A plat amendment may be needed to clean up the boundary of Parcel C. Please provide an explanation of this quiet title action and whether a plat amendment has in fact been completed to correct the plat. The Ownership Information (4-203.B.2) has been updated to clarify the quiet title action and Amended Final Plat. 2. Glenn Loper and Laurie Loper from Hipa Hipa, LLC need to sign the application or designate Terry Anderson to act on the LLC’s behalf. An authorization letter from HIPA HIPA, LLC has been included in the application. Site Plan 3. The “Site Concept Plan” shows a 3600 square foot “Drive-Up Self Storage” building. However, this building is not included in the landscape plan, utility plan, or drainage plan. Please either remove this building from all plans or include it consistently throughout the application materials. The Land Studio, Inc. 2 The Landscape Plan, Utility Plan and Grading Plan included in this Application reflect the desired layout and are consistent throughout the Application. Grading and Drainage Plan 4. Please provide information for all required sections for a Grading and Drainage Plan identified in Section 4-203(E) and, if necessary, provide information necessary for Section 7-204(C) if impervious surface exceeds 10,000 square feet. A revised Grading and Drainage Plan has been included to reflect the requirements of Section 7-204(C). Additional information has been provided in Sopris Engineering’s report included in this Application. Access 5. The application states that the CDOT access permit has been submitted. Please provide a copy of that submitted CDOT application with this Land Use Change Permit application. A copy of the access permit submitted to CDOT has been included as part of the Engineering Report which is an Exhibit to this Application. 6. The driveway does not access directly onto Highway 82 and instead utilized a small section of private roadway to connect to Highway 82. Please provide evidence that the proposed use meets all requirements of Section 7-107. Access and requirements of Section 7-107 have been addressed in Sopris Engineering’s report. Traffic Study 7. The provided traffic study indicates that it contemplates a 28,875 square foot storage building and a 3,600 square foot drive up storage facility. The application, however, appears to contemplate a 99,407 square foot storage building with no drive up facility. Please update the traffic study to be consistent with the application proposal and reevaluate the conclusion that the traffic volume would not be increased by 20%. In addition, please identify traffic volume in both PHV and ADT. An updated Traffic Study has been included as part of the Engineering Report in this Application. 8. Please update the traffic study to address all of the items identified within Section 4-203(L) for the Basic Traffic Analysis. Should the updated traffic study that is based on the full proposed development of the site meets the threshold for a Detailed Traffic Study (Section 4- 203(L)(1)(b)), please address those requirements as well. The Land Studio, Inc. 3 An updated Traffic Study has been included as part of the Engineering Report in this Application. Snow Storage 9. Please identify snow storage areas as required in Section 7-305 on the site plan. Snow Storage has been shown on the revised Site Plan. Compatibility 10. Please provide a visual impact analysis of the proposal from public vantage points. Visual imagery has been included as an Exhibit with this Application. 11. Please provide architectural renderings of the building proposed. These renderings should include details of the exterior façade materials (7-301(D)). Architectural renderings with exterior façade materials noted have been included as an Exhibit with this Application. Lighting 12. Please provide a lighting plan showing the height, location, intensity, and placement of exterior lighting and interior lighting that may be visible from the outside of the building. The plan needs to also address any illuminated signage as well. The plan needs to demonstrate that the requirements of Section 7-304 will be satisfied as well as demonstrate general compatibility with surrounding property uses. A lighting plan has been included with this Application. Thank you for this opportunity to respond to issues raised in the July 24, 2018 letter. Please call or email with any discussion and we would be happy to join you at Garfield County Community Development to discuss as needed. Sincerely, THE LAND STUDIO, INC By: _____________________________ Douglas J. Pratte