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Home My WebLink About20220057.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: AMOUNTS CASE # ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?®No /❑Yes Violation Case Number: Parcel Number: 1 4 6 9- 3 5- 2- 0 0- 0 2 6 Site Address: 600 CR 21, Brighton, CO 80603 Legal Description: PT W2W2 35-1-67, Lot A RE -4462 Section: 35 , Township 1 N, Range 67 W Zoning District: Ag Acreage: 6.5 Within subdivision or townsite?®No l❑Yes Name: N/A Water (well permit # or water district tap #) Well permit no. 161587-A Sewer (On -site wastewater treatment system permit # or sewer account #): G19910275 Floodplain®No i❑Yes Geological Hazard®No /❑Yes Airport Overlay®No /❑Yes PROJECT USR Use being applied for: Oil and gas support service business Name of proposed business: N/A PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Martin, Jeremy M Company: N/A Phone #: (970) 590-1128 Email: jeremy.marshall@live.com Street Address: 600 CR 21 City/State/Zip Code: Brighton, CO 80603 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Kelsey Bruxvoort Company: AGPROfessionals Phone #: (970) 535-9318 Email: kbruxvoort@agpros.com Street Address: 3050 67th Avenue City/State/Zip Code: Greeley, CO 80634 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sign for the corporation. Jtll✓�2Ca±<Zl Signature Date e �1 Erus von AeiP?oI 'sir,i r?ls Print Signature Print Date AGPROfessionals DEVELOPERS OF AGRICULTURE Authorization Weld County USR Application Prepared for Martin, Jeremy x_186 �.- c.cJl V DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 17TH AVENUE GREELEY, CO 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES I, (We), I ?11. /1 give permission to (Owner— please rint) AGPROfessionals (ApplicantlAgent — please print) to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at: 600 County Road 21, Brighton, CO 80603 Legal Description: Subdivision Name: Lot A RE -4462 Property Owners Information: Phone: (970) 590-1128 of Section 35 Township 1 N, Range 67 W Lot Block F -mail jeremy.marshall@live,com Applicant/Agent Contact Information: Phone: (970) 535-931$ E -Mail: stoomey@agpros.com Email correspondence to be sent to: Owner Applicant/Agent Both Postal service correspondence to be sent to: (choose only one) Owner � Applicant/Agent Additional Info: Owner Signa Date: Owner Signature: Date: AGPROfessionals DEVELOPERS OF AGRICULTURE Questionnaire Weld County USR Application Prepared for Martin, Jeremy ME AGPROfessionals ■ L)FLVf;1.O1'ERS OF' AGItICL1L1 URE WELD COUNTY USE BY SPECIAL REVIEW (USR) QUESTIONNAIRE Prepared for Jeremy Martin Planning Questions: (Section 23-2-260. A, B, C & E of the Weld County Code) 1. Explain the proposed use and business name. Jeremy Martin is requesting a Use by Special Review (USR) permit for an oil and gas support service business in the agricultural zone district, more specifically outdoor painting of oil and gas separators, as allowed by Section 23-3-40. W of the Weld County Code. The 6.5 -acre subject property is Lot A of Recorded Exemption RE -4462, located in Part of the West Half of the West Half of Section 35, Township 1 North, Range 67 West of the 6t" P.M. Weld County, CO. Jeremy Martin resides on -site. There is an existing single-family residence, two metal utility buildings, and a storage shed on the property. Existing utility buildings are to be used for personal storage and are not associated with business operations. Painting will occur outdoors on approximately'/z acre located in the southeastern portion of the site. One to two full-time employees are proposed, one of which will be Jeremy Martin. The site will primarily be used to paint 48" oil and gas separators. Other items that may be painted on site include 72" separators, bullet scrubbers, pipe racks, and other oil and gas vessels. As described in the Air Pollutant Emissions Notice (APEN) Memo included with this application, the surface coating operation is not expected to trigger an APEN or alternative means of emission control, such as a paint booth, as the operation is expected to remain below the VOC emissions filing threshold. Newly manufactured separators are delivered to the site for painting one to two times each week. One week turnaround on delivered products is the operational goal for this site. The site is not intended to be used for storage of separators or other oil and gas equipment. Painting operations will occur during daylight hours, seven days a week, weather permitting. Primary hours of operation are 8:00 a.m. to 5:00 p.m., Monday through Friday. As operations will only occur during daylight hours, no outdoor lighting is proposed. 2. Explain the need for the proposed use. The proposed operation serves the oil and gas industry in Weld County. Paint provides a protective coating to the equipment, providing resistance to corrosion and helping to extend the life of the equipment. 3. Describe the current and previous use of the land. Jeremy Martin currently resides on the property. There is an existing single-family residence and two metal utility buildings. These buildings are used for personal storage. Na additional site improvements are proposed. From historic aerials, it appears the existing utility buildings were ag-exempt barns used to support livestock operations at Rule Feedlot. Rule Feedlot has been closed for several ENGINEERING, PLANNING, CONSULTING & REAL ESTATE HQ & Mailing: 3050 671 Avenue, Suite 200, Greeley, CO 80634 1 970-535-9318 office 1970-535-9854 fax Idaho: 195 River Vista Place, #306, Twin Falls, ID 83301 1 208-595-5301 www.agpros.com Page 3 of 9 no issues with the operation and does not request that the operation be screened from view. This letter is included with the application materials. There are two other residences located nearby on WCR 21 approximately 2,430 ft. and 2,500 ft. south of the subject property. South of WCR 2 in Adams County is Baseline Lakes Subdivision, located more than one-half mile from the subject property. 5. Describe the surrounding land uses of the site and how the proposes use is compatible with them. The subject property and all surrounding properties are in the Agricultural (A) Zone District. In addition to rural residential, rangeland, and oil and gas activities typically found in the A Zone, there are two storage facilities, permitted under USR12-0022 and USR17-0067, located southwest of the subject property. There are multiple gravel mining sites along the South Platte River east of the subject property. The proposed painting operation is compatible with the surrounding land uses. There are multiple oil and gas facilities in the vicinity and the proposed use directly supports the oil and gas industry. The closest residential neighbors, Charles and Galina Marcus, have expressed no concerns over the painting operation. Truck traffic is expected to be four trips weekly. Other traffic to the site will be associated with the residential uses. The operation is not expected to produce nuisance noise levels or odors. 6. Describe the hours and days of operation (i.e. Monday thru Friday 8:00 a.m. to 5:00 p.m.). Painting activities may occur during daylight hours seven days per week, depending on weather conditions, time of year and market demands. Primary hours of operation are 8:00 a.m. to 5:00 p.m., Monday through Friday. Same week turnaround on delivered products is the goal for this site. Oil and gas separators may be on -site twenty-four hours per day, seven days per week, depending on market demands. These separators are only temporarily stored on -site as they await painting or pick-up. Long term storage of the separators is not proposed. 7. Describe the number of employees including full-time, part-time and contractors. If shift work is proposed, detail number of employees, schedule and duration of shifts. One to two full-time employees are proposed, one of which will be Jeremy Martin. 8. Describe the maximum number of users, patrons, members, buyers or other visitors that the site will accommodate at any one time. Four commercial trucks are anticipated weekly, two to drop-off of separators and two for pick- up. One to two full-time employees are proposed, one of which resides on -site. Employee vehicles will account for an additional one to two trips per day. 9. List the types and maximum numbers of animals to be on the site at any one time (for dairies, livestock confinement operations, kennels, etc.) N/A Page 4 of 9 10. List the types and number of operating and processing equipment. Flatbed trailer (x3) 500 -gallon trailer -mounted water tank and pressure washer (x3) Paint sprayer (x2) Pickup truck (personal vehicle) 11. List the types, number and uses of the existing and proposed structures. The property contains a 3,636 sq. ft. single-family residence, a 4,800 sq. ft. utility building, a 3,200 sq. ft. utility building, and a small Tuff shed. No additional structures are proposed. 12. Describe the size of any stockpile, storage or waste areas. The only business -related items to be stored on -site include the trailer mounted equipment, which will be parked outside the eastern utility building, and paint. Items awaiting painting or pickup will temporarily be stored outside the eastern utility building on the existing road base surface. There will be no storage or stockpiling of wastes on site. 13. Describe the method and time schedule of removal or disposal of debris, junk and other wastes associated with the proposed use. The proposed use is not anticipated to produce debris, junk, or other wastes. 14. Include a time -table showing the periods of time required for the construction of the operation. The facility is existing, construction is not anticipated with this USR. 15. Describe the proposed and existing lot surface type and the square footage of each type (i.e. asphalt, gravel, landscaping, dirt, grass, buildings). I The total lot area is 6.5 acres, with approximately 3 acres consisting of road base surface and approximately 3.5 acres consisting of native vegetation. The existing structures, which cover approximately 11,640 sq. ft. in total, are located within the area consisting of road base surface. As shown on the USR site plan, there is existing landscaping surrounding the residence, including deciduous and ornamental trees, a small lawn area, and ornamental shrubs and grasses. No additional landscaping is proposed. 16. How many parking spaces are proposed? How many handicapped -accessible parking spaces are proposed? Three parking spaces are proposed, one of which will be handicapped -accessible. These are shown on the USR site plan. As the operations area is located on road base surface, there is additional space for the parking of trailers and equipment, if needed. 17. Describe the existing and proposed fencing and screening for the site including all parking and outdoor storage areas. The property is fenced only along the WCR 21 frontage. No additional fencing is proposed. The closest neighbor lives approximately 1,000 ft. north of the operations area and has Page 5 of 9 stated in a letter, included with this application, that they have no issues with the operation and do not desire any screening. As the rest of the surrounding properties are vacant and undeveloped, no screening is proposed. 18. Describe the existing and proposed landscaping for the site. The site contains existing landscaping surrounding the residence, which includes a small lawn area, deciduous and ornamental trees, shrubs, and ornamental grasses. The landscaping is shown on the USR site plan included with this application. No additional landscaping is proposed. 19. Describe reclamation procedures to be employed as stages of the operation are phased out or upon cessation of the Use by Special Review activity. Upon cessation of the Use by Special Review activity, equipment specific to the business will be removed. The existing structures will remain for residential or agricultural use. 20. Describe the proposed fire protection measures. Fire protection for the site is provided by the Greater Brighton Fire Protection District. The proposed use will occur outdoors, and an increased risk of fire is not anticipated. However, a fire extinguisher can be kept on -site in case of emergency. 21. Explain how this proposal is consistent with the Weld County Comprehensive Plan per Chapter 22 of the Weld County Code. The approval of this request would be consistent with Section 22-2-10 B. of the Weld County Code, which states "One of the basic principles upon which the United States was founded is the right of citizens to own and utilize property so long as that use complies with local regulations and does not interfere with or infringe upon the rights of others." The proposed use will not inhibit agricultural production or operations and is harmonious with the surrounding land uses. 22. Explain how this proposal is consistent with the intent of the zone district in which it is located. (Intent statements can be found at the beginning of each zone district section in Article III of Chapter 23 of the Weld County Code.) The A (Agricultural) Zone District is intended to provide areas for the conduct of agricultural activities and activities related to agriculture and agricultural production, and for areas for natural resource extraction and energy development, without the interference of other incompatible land uses. The proposed use supports the natural resource extraction and energy development occurring in the A Zone District. In additional, Article III of Chapter 23 of the Weld County Code lists oil and gas support and service businesses as a use allowed by special review outside of subdivisions and historic townsites. 23. Explain how this proposal will be compatible with future development of the surrounding area or adopted master plans of affected municipalities. The subject property falls within Quadrant III of the City of Fort Lupton's Three Mile Plan. The Plan identifies land use types for this area, including agricultural and rural residential, commercial transition, light industrial and office, and mineral zone. The proposed use is consistent with the uses identified for this area. The subject property is also located within Page 6 of 9 the Fort Lupton Intergovernmental Agreement area delineated on the Weld County GIS map. The City of Brighton's Community Development Map identifies future land uses in the area surrounding the subject property as agricultural. The City of Brighton's Agricultural/Residential (AIR) Zone District permits oil and gas drilling. Though not specifically mentioned in the City's Land Use Code, the proposed use would be an accessory use to the oil and gas development permitted within the zone district. Weld County's recently adopted Comprehensive Plan Future Development Map identifies the area surrounding the subject property as Urban-NonUrban mix. 24. Explain how this proposal impacts the protection of the health, safety and welfare of the inhabitants of the neighborhood and the County. The proposed use is expected to have minimal impact on the health, safety, and welfare of the inhabitants of the neighborhood and the County. As discussed in the APEN Memo included with this application, the operation will maintain records to ensure compliance with both APEN filing standards and industry -specific low-VOC emission standards. Business related traffic will be minimal. 25. Describe any irrigation features. If the proposed use is to be located in the A (Agricultural) Zone District, explain your efforts to conserve prime agricultural land in the locational decision for the proposed use. There are no existing irrigation ditches or canals crossing this site. The improvements on - site are existing, and no new improvements are proposed on the undeveloped areas of the property. The site is not currently used for farming as it is too small to be economically viable as a commercial farm. 26. Explain how this proposal complies with Article V and Article XI of Chapter 23 if the proposal is located within any Overlay Zoning District (Airport, Geologic Hazard, or Historic Townsites Overlay Districts) or a Special Flood Hazard Area identified by maps officially adopted by the County. The site is not located with any Airport, Geologic Hazard or Historic Townsites Overlay Districts or Special Flood Hazard Areas. 27. Detail known State or Federal permits required for your proposed use(s) and the status of each permit. Provide a copy of any application or permit. No State or Federal permits are anticipated with this USR. No Air Pollutant Emission Notice (APEN) filings or permits, and no spray booths are triggered as paint volumes and volatile organic compound (VOC) emissions are anticipated to be within acceptable regulatory limits. Refer to Surface Coating APEN Memorandum include with the application materials. Environmental Health Questions: (Chapters 14, 23 and 30 of the Weld County Code) 1. Discuss the existing and proposed potable water source. If utilizing a drinking water well, include either the well permit or well permit application that was submitted to the Page 7 of 9 State Division of Water Resources. If utilizing a public water tap, include a letter from the Water District, a tap or meter number, or a copy of the water bill. One to two full-time employees are proposed, one of which will be Jeremy Martin. Bottled water is proposed. For employees and contractors on site for less than two consecutive hours a day, and two or less full-time employees on site, bottled water is acceptable. Prior to being painted, each item is steam cleaned to remove incidental dust using trailer - mounted water tanks and a Hotsy hot water pressure washer. Trailer -mounted water tanks are filled off site at public pay -to -fill potable water stations, including but not limited to the following locations: Fort Lupton Public Works 800 12th Street Fort Lupton, CO 80621 Fleet Maintenance Shop 1920 40th Street Evans, CO 80620 Korwell Energy 12535 County Road 2 Brighton, CO 80603 The residence has an existing well, permit no. 161587-A. 2. Discuss the existing and proposed sewage disposal system. What type of sewage disposal system is on the property? If utilizing an existing on -site wastewater treatment system provide the on -site wastewater treatment permit number. (If there is no on -site wastewater treatment system permit due to the age of the existing on -site wastewater treatment system, apply for an on -site wastewater treatment system permit through the Department of Public Hearing and Environment prior to submitting this application.) If a new on -site wastewater treatment system will be installed, please state "a new on - site wastewater treatment system is proposed." (Only propose portable toilets if the use is consistent with the Department of Public Health and Environment's portable toilet policy.) A portable toilet is proposed. For employees and contractors on site for less than two consecutive hours a day, and two or less full-time employees on site, portable toilets are acceptable. The residence has an existing septic system, permit no. G19910275. 3. If storage or warehousing is proposed, what type of items will be stored? The site is not proposed to be used for storage or warehousing. Separators and other oil and gas equipment awaiting painting or pick up will temporarily be stored. Up to eighty (80) gallons of paint will be stored on site for use in business operations. nfl 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. The site is not proposed to be used for the storage and/or stockpiling of wastes, chemicals, and/or petroleum. Up to 80 gallons of paint will be stored on site for use in business operations. 5. If there will be fuel storage on site, indicate the gallons and the secondary containment. State the number of tanks and gallons per tank. No fuel storage is proposed with this USR 6. If there will be washing or vehicles or equipment on site, indicate how the wash water will be contained. Washing of vehicles or equipment is not proposed. Items to be painted are newly manufactured and are rinsed as -needed with potable water to remove any incidental dust prior to painting. 7. If there will be floor drains, indicate how the fluids will be contained. No floor drains are existing or proposed. 8. Indicate if there will be any air emissions (e.g. painting, oil storage, etc.). No State or Federal permits are anticipated with this USR. No Air Pollutant Emission Notice (APEN) filings or permits and no spray booths are expected as paint volumes and volatile organic compound (VOC) emissions are anticipated to be within acceptable regulatory limits. Refer to Surface Coating APEN Memorandum include with the USR application materials. 9. Provide a design and operations plan if applicable (e.g. composting, landfills, etc.) N/A. 10. Provide a nuisance management plan if applicable (e.g. dairies, feedlots, etc.) lilrti 11. Additional information may be requested depending on type of land use requested. Noted. PublicWorks Questions: (Section 8-11-40, Appendix 8-Q, and Section 8-14-10 of the Weld County Code) 1. Describe the access location and applicable use types (i.e., agricultural, residential, commercial/industrial, and/or oil and gas) of all existing and proposed accesses to the parcel. Include the approximate distance each access is (or will be if proposed) from an intersecting county road. State that no existing access is present or that no new access is proposed, if applicable. Page 9 of 9 There is an existing access located on WCR 21 approximately 2,025 ft. south of WCR 4. This access was approved for the site with Recorded Exemption no. RE -4462. No additional accesses are proposed. 2. Describe any anticipated change(s) to an existing access, if applicable. No changes to the existing approved access are proposed with this USR. 3. Describe in detail any existing or proposed access gate including its location. There is no existing or proposed access gate on the property. 4. Describe the location of all existing accesses on adjacent parcels and on parcels located on the opposite side of the road. Include the approximate distance each access is from an intersecting county road. There is an existing oil and gas access on the west side of WCR 21 directly across from the subject property's access. This access is located approximately 2,025 ft. south of WCR 4. The next nearest access points on WCR 21 are approximately 415 ft. to the north and 590 ft. to the south. These accesses are located approximately 1,615 ft. and 2,620 ft. south of WCR 4, respectively. 5. Describe any difficulties seeing oncoming traffic from an existing access and any anticipated difficulties seeing oncoming traffic from a proposed access. As CR 21 is a relatively flat and straight roadway in front of the entry, and there are no significant visual obstructions in the sight triangles, no difficulties seeing oncoming traffic from the existing access are anticipated. 6. Describe any horizontal curve (using terms like mid curve, sharp curve, reverse curve, etc.) in the vicinity of an existing or proposed access. CR 21 is a relatively flat and straight roadway in front of the entry and there are no significant horizontal curves in the vicinity of the existing approved access. 7. Describe the topography (using terms like flat, slight hills, steep hills, etc.) of the road in the vicinity of an existing or proposed access. CR 21 is a relatively flat and straight roadway in front of the entry. AGPROfessionals DEVELOPERS OF AGRICULTURE Traffic Narrative Weld County USR Application Prepared for Martin, Jeremy AGPROfessionals __ 111�� °l�;l�OPE F AGRLC�C. LI U L Traffic Narrative Prepared for Jeremy Martin Traffic Narrative Access to the subject property is located on Weld County Road (WCR) 21 approximately 2,025 ft. south of WCR 4 and approximately 3,250 ft. north of WCR 2. In this location, WCR 21 is a maintained local gravel road. WCR 4 to the north is also a maintained local gravel road. WCR 2 to the south, also called E. 168th Avenue, is a paved road maintained by Adams County. The subject property contains an existing single-family residence, two metal utility buildings, and a small shed. The existing buildings are for personal use and are not associated with the proposed painting operation. All painting operations occur outdoors on the existing road base surface. There will be two full-time employees on -site, one of which will be the owner, Jeremy Martin, who lives on the property. Painting operations will occur during daylight hours, up to seven days a week, weather permitting. Primary hours of operation are 8:00 a.m. to 5:00 p.m., Monday through Friday. A total of four semi -truck trips are anticipated weekly, two to drop off items for painting, primarily oil and gas separators, and two to pick up finished items. All deliveries and pickups will occur during regular business hours between 8:00 a.m. and 5:00 p.m. Employee vehicles will account for an additional one to two trips per day. Because the owner lives on site, there will be some traffic associated with the residential use. Truck traffic will primarily come from WCR 2/E. 168th Avenue to the south and travel north on WCR 21 to reach the site. ENGINEERING, PLANNING, CONSULTING & REAL ESTATE HQ & Mailing: 3050 67th Avenue, Suite 200, Greeley, CO 80634 1 970-535-9318 office 1 970-535-9854 fax Idaho: 195 River Vista Place, #306, Twin Falls, ID 83301 1 208-595-5301 www.agpros.com AGPROfessionals DEVELOPERS OF AGRICULTURE Drainage Narrative Weld County USR Application Prepared for Martin, Jeremy Drainage Narrative For Jeremy Martin Being Part of NW 1/4 of Section 35, Township 1N, Range 67 W of the 6th P.M., Weld County, CO .CPROfessi0naIs DI -A IL I pi.•:RS OF A[.RIGUMOLIR : AGPROfessionals HQ: 3050 67th Avenue, Suite 200, Greeley, CO 80634 Idaho: 195 River Vista Place, #306, Twin Falls, ID 83301 (970) 535-9318 April 01, 2021 Jeremy Martin— Drainage Narrative Table of Contents Certifications................................................................... ...................,................................ 3 Summary•..............a.....-...........•................•••Y..? a a.................. .JW#. ... 4 i Y #V i1i11_11111.a 1•.......... Introduction.................u..._._._Lpf#ii.#<!Y,•..............••aJ.•.Ja..•.•••.}.. .Y................. 4 1. Location . 5 ..•...•...###.##«.......J....a.J.#.F.•••..'}p{{##a.{I PTTITST...PI.P!•p•.••.pl L,,,,,,,,,.. a a.... a a. •..... V 2. Property Description ..... .................. .......................................J..,.......................... •... 5 HistoricDrainage....................................a................................._.....<.............###Y...a4a...,...... 6 1. Overall Basin Description................................................,a.,.,..............<.....<}#.#,######## 6 2. Drainage Patterns Through Property...........................................•..,,####}Y}Y.![![![#.....## 6 3. Off -site Drainage Flow Patterns 6 Concusions ....... •.,..•...-----------................. .....JJ<.,.aa.•••....{i{!I{1{{{el4............ ... . .. ......... .... .• •.P ••. 0 a• a.. I 1_11 t of References....•........e...![.1f1111a!!#ilfii###Yrv•iJ..............•...•ll....•.•........•..... .............•..•.•..•.•.. 8 Appendices April 1, 2021 Drainage Narrative Page ii of 9 AGPROfessionals, 3050 67'' Avenue, Greeley CO 80634 * 970-535-9318 * Wwty. nros.eain !creme Martin - fntinarte Narrative _ _ Certifications I hereby certify that this drainage narrative for the Use by Special Review (USR) for Jeremy Martin was prepared under my direct supervision in accordance with the provisions of the Weld County storm drainage criteria for the owners thereof. April 12021 NPR 41 i fir_ "•....,..•'_rh+ Drainage Narrative Andrew West, E.LT AGPROfessionals AOPROfessionals, 3050 67" Avenue, Grccley CO 80634 • 970-535-9318 • •-.1 Pago3of9 Jeremy Martin — Drainage Narrative Summary The project site for the proposed Use by Special Review (USR) is an AG zoned, non - urbanizing property, with an existing residence and two existing shop buildings. The applicant is requesting a USR to use the existing site for outdoor painting of oil and gas equipment. As the existing site will be used, the overall percent imperviousness of the site will not be altered and, therefore, is exempt from stormwater detention per Article XI, Storm Drainage Criteria, Section 8-11-40 Drainage Policy: L Exceptions to stormwater detention shall not jeopardize the public health, safety, and welfare of public and private property. No stormwater detention will be required for sites that meet any of the following conditions. Requirements of the Municipal Separate Storm Sewer System (MS4) areas remain applicable. Public Works will confirm if the development qualifies for an exception based upon the information provided by the applicant. Exceptions shall be supported with an approved drainage narrative, which must describe at a minimum: 1. Any existing and proposed improvements to the property. 2. The exception being requested for consideration. 3. Where the water originates if it flows onto the property from an off -site source. 4. Where the water flows as it leaves the property. S. The direction of flow across the property. 6. Previous drainage problems with the property, if any. 7. The location of any irrigation facilities adjacent to or near the property. 8. Any additional information pertinent to the development. Exceptions to the stormwater detention shall be limited to the following uses: 8. Development of sites where the change of use does not increase the imperviousness of the site. April 1, 2021 Drainage Narrative AGPROfessionals, 3050 67th Avenue, Greeley CO 80634 * 970-535-9318 * Page 4 of 9 Jerem.v Martin— Drainage Narrative Introduction 1. Location The existing parcel is located in the Northwest Quarter of Section 35, Township 1 North, Range 67 West of the 6th P.M, Weld County, CO. The project site is located directly east of County Road 21 and approximately 0.5 miles south of County Road 4. All the properties surrounding the proposed sites are zoned agriculture. A vicinity map is shown in Appendix A. 2. Property Description The applicant is proposing a Use by Special Review (USR) for the site, which is approximately 6.5 acres. The site has a house and two shop buildings. The existing improved gravel surface on the cast side of the property will be used for outdoor painting of oil and gas equipment. No changes to the site are proposed, no additional structures or pads are proposed, and the overall percentage imperviousness of the site will not be changed. There is one type of soil present on the site: Nunn Loam (1-3% slopes). The soil is well drained, hydraulic soil group C (see USDA-NRCS soil report in Appendix B). There are no major open channels within the proposed property. April 1, 2021 Drainage Narrative Page 5 of 9 AGPROfessionals, 3050 67" Avenue, Greeley CO 80634 ' 970-535-9316 • \u prus eorrt Jeremy Martin — Drainage Narrative Historic Drainage 1. Overall Basin Description The site has shallow sloping topography with slopes from 1-3%. A topographic map was downloaded from the United States Geological Survey (USGS) website and is provided in Appendix C. The overall percentage of imperviousness for the existing site was calculated to be 29% using the Urban Drainage and Flood Control District (UDFCD) and the Weld County Engineering and Construction Guidelines (WCECG) manual recommended values (see calculation in Appendix D). Since there are no proposed site changes, the percentage of imperviousness will not be altered. Historically, there have been no previous drainage issues with the property. A Federal Emergency Management Administration (FEMA) map of the project area is included in Appendix D. The property is located on panel 080266 and is outside the floodplain boundaries. 2. Drainage Patterns Through Property The site is in rural Weld County and is surrounded by agriculture land. A Master Plan for the site area is not currently available. The site has shallow slopes and appears to slope east. 3. Off -site Drainage Flow Patterns Off -site flows from the north appear to flow east away from the site. Off -site flows from the south appear to flow east away from the site. Off -site flows from the east appear to flow east away from the site. Off -site flows from the west appear to flow east through the site. Historical flow patterns will be maintained. April 1, 2021 Drainage Narrative Page 6 of 9 AGPROfessionals, 3050 67'" Avenue, Greeley CO 80634 * 970-535-9318 * Jeremy Mactin — Draine Narrative Conclusions This drainage narrative is consistent with the Weld County Engineering and Construction Guidelines and the UDFCD Criteria Manual. An increased risk of damage from storm runoff is not expected since there are no proposed developments on the site. The site is outside of the Municipal Separate Storm Sewer System (MS4) boundary and water quality features are not proposed. We recommend that the site is exempt from stormwater detention per Article XI, Storm Drainage Criteria, Section 8-11-40 Drainage Policy. April 1, 2021 Drainage Narrative Page 7 of 9 AGPROfessionals, 3050 67`h Avenue, Greeley CO 80634 * 970-535-9318 * +vwrv.aenros.com Jeremy Martin — Drai.n.ae. Narrative List of References Federal Emergency Management Agency. "FEMA Flood Map Service Center." FEMA Flood Map Service Center. FEMA, 20 Jan. 2016. Web. 10 Mar 2021 <https://msc.fema.gov/portal>. United States Department of Agriculture - Natural Resources Conservation Service. "Web Soil Survey." Web Soil Survey. USDA - NRCS, 2006. Web. 09 Mar 2021 <http://websoilsurvey.sc.egov.usda.gov/App/Websoilsurvey.aspx>. United States Department of Commerce - National Oceanic and Atmospheric Administration. "NOAA's National Weather Service." Point Precipitation Frequency Estimates. USDC - NOAA National Weather Service. Web. 10 Mar 2021 <https://hdsc.nws.noaa.gov/hdse/pfds/pfds_printpage.htmf?lat=40.6088&lon=- 104.892 8&data=depth &units=engl ish&series=pds>. United States Geological Survey. "Maps." Overview - Maps, United States Geological Survey. USGS, 2016. Web. 09 Mar 2021. <www.usgs.gov/products/maps/topo-maps. Urban Drainage and Flood Control District. "Urban Storm Drainage Criteria Manual Volume 1." USDCM• Volume 1 Management, Hydrology and Hydraulics. UDFCD, Mar. 2017. Web. 10 Mar 2021. <http://udfcd.org/volume-one>. Weld County. "Property Portal - Map Search." Property Portal - Map Search. Weld County, 19 Dec. 2017. Web. 10 Mar 2021. <https://propertyreportco.weld.co.us/?account R6851697. Weld County. "Weld County Engineering and Construction Criteria Guidelines." Weld County Engineering, July 2017. Web. 10 Mar 2021. <www.weldgov.com/UserFi les/Servers/Server_6/File/Departments/Public%20 W orks/En gineering/WCECG%20-%208-3-17.pdf.> April 1, 2021 Drainage Narrative Page 8 of 9 AGPROfessionals, 3050 67'" Avenue, Greeley CO 80634 * 970-535-9318 * u�w.a r u. m Jeremy Martin — Drainage Narrative Appendices A. Vicinity Map B. USDA-NRCS Custom Soil Resource Report C. USGS Topographic Map D. Percentage of Imperviousness Calculation E. FEMA Floodplain Map April 1, 2021 Drainage Narrative Page 9 of 9 AGPROfessionals, 3050 67th Avenue, Greeley CO 80634 * 970-535-9318 * w_ww agnros train Jeremy Martin — Drainage Narrative APPENDIX A Vicinity Map WEED COUNTY ONLINE MAPPING I s ��• 4• ,.t, " T -y L4, 1 � I ♦yyT�l{/y' ♦ a Map Title 11 •• Jeremy Martin — Drainage. Narrative APPENDIX B USDA-NRCS Custom Soil Resource Report USDA United States Department of Agriculture NRCS Natural Resources Conservation Service 1 A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Weld County, Colorado, Southern Part n -y - • . Y'•Y i a. •+-`ate .. 5'�i� 'M i 1. . l% • 1 _ y Y.x cc k T Y y . •' ��19i � LSAJ 1 Y Y ` Y • Y i Y Y Y u • w ' 1• I 14 �.. L� �1 March 9, 2021 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offrces.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. Contents Preface................................e..e..a• e• a.era..---------• •• ••••• q ••4u•uu ••• I • ru •a • I.4 4i11. 2 #11-#YH �,. � How Soil Surveys Are Made,...,.,................ ....,e... a,,..,.r„u.. a..,. Yaya i.-ff #iYa#1.-..41..., •. 8 Soil Map.............uunr...............e.u...............-.-............,.a........a,...e..auw,.1,.1#HLf.._._.. ... 1/. Soilnrvlap........................................................,............... .. ..,......,r,.,................._.....9 Legend...............r....L:...n...,....,,...........................,.e................e...,. aea...................... 10 MapUnit Legend...........................e.,... ...a....*.a-----.a.........e........................... 11 MapUnit Descriptions...., ..... ...... ..e...,.e......................................................x,.....111 Weld County, Colorado, Southern Part....... ... ..e .................................,...,,.,....13 40 —Nunn loam, I to 3 percent slopes....., •.... .• .. •....... •...... 13 References...... ... .....................................................e....e.,a....,...._._...........,,....,,.,15 ri How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil -vegetation -landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 Custom Soil Resource Report scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil -landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil -landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field -observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil wil! have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and 6 Custom Soil Resource Report identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. 7 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. Custom Soil Resource Report Soil Map .p�gry ry'p�p♦� '°" -'"._�. El 511420 511 511500 fi yy R-- t it ,> �L. II •1.4 f S y I. 7l s1 • Soil Map'n1�y.+1tit be va'lii'%1 at this 4O25N :-er �. , .�_ _ } I 511250 511300 511340 511390 5114�A 3 fn G Map Scale: 1:1,960 I printed on A bndsmpe (1111 x B.5') street N Meters 0 25 50 100 150 i{ 0 0 50 100 200 300 Map pio on: Web Mercator Corner audinaIs: WGSB4 Edge 6cs: VIM Zone 13N WG584 5114th 5115) 511540 511590 511® • e • 4 Custom Soil Resource Report MAP LEGEND Area of Interest (AOl) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features V Blowout ® Borrow Pit Spoil Area Stony Spot Very Stony Spot 1 Wet Spot a Other .= Special Line Features Water Features Streams and Canals MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Transportation Please rely on the bar scale on each map sheet far map Clay Spot Rals measurements. Closed Depression .+aa Interstate Highways Gravel Pit Source of Map: Natural Resources Conservation Service US Routes Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Gravelly Spot Major RoadsO Landfill Local Roads Maps from the Web Soil Sur vey rvey are based on the Web Mercator Lava Flow Background projection, which preserves direction and shape but distorts Marsh or swamp Aerial Photography distance and area. A projection that preserves area, such as the �' Albers equal-area conic projection, should be used if more Mine or Quarry accurate calculations of distance or area are required. Miscellaneous Water This product is generated from the USDA-NRCS certified data as O Perennial Vl�ter of the version date(s) listed below. V Rock Outcrop Soil Survey Area: Weld County, Colorado, Southern Part Saline Spot Survey Area Data: Version 19, Jun 5, 2020 Sandy Spot Soil map units are labeled (as space allows) for map scales Severely Eroded Spot 1:50,000 or larger. Sinkhole Date(s) aerial images were photographed: Oct 3, 2018 --Dee 4, Slide or Slip 2018 Sodic Spot The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shmino of matt unit boundaries may be evident. 10 Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI 40 Nunn loam, 1 to 3 percent slopes 14.2 100,0% 14.2 100.0% Totals for Area of Interest Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. 11 Custom Soil Resource Report An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 12 Custom Soil Resource Report Weld County, Colorado, Southern Part 40 Nunn loam, I to 3 percent slopes Map Unit Setting National map unit symbol: 2t1n2 Elevation: 3,900 to 6,250 feet Mean annual precipitation: 13 to 16 inches Mean annual air temperature: 46 to 54 degrees F Frost -free period: 135 to 160 days Farmland classification: Prime farmland if irrigated Map Unit Composition Nunn and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Nunn Setting Landform: Terraces Landform position (three-dimensional): Tread Down -slope shape: Linear Across -slope shape: Linear Parent material: Pleistocene aged alluvium and/or eolian deposits Typical profile Ap - 0 to 6 inches: loam Bt1 - 6 to 10 inches: clay loam Bt2 - 10 to 26 inches: clay loam Btk - 26 to 31 inches: clay loam Bk1 - 31 to 47 inches: loam Bk2 - 47 to 80 inches: loam Properties and qualities Slope: I to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to watertable: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 7 percent Maximum salinity: Nonsaline (0.1 to 1.0 mmhoslcm) Sodium adsorption ratio, maximum: 0.5 Available water capacity: High (about 9.2 inches) Interpretive groups Land capability Land capability Hydrologic Soil Ecological site: Hydric soil ratin classification (irrigated): 3e classification (nonirrigated): 4e Group: C R067BY002CO - Loamy Plains g: No 13 Custom Soil Resource Report Minor Components Wages Percent of map unit: 8 percent Landform: Alluvial fans, terraces Landform position (three-dimensional): Tread Down -slope shape: Linear Across -slope shape: Linear Ecological site: R067BY002CO - Loamy Plains Hydric soil rating: No Fort collins Percent of map unit: 5 percent Landform: Terraces Landform position (three-dimensional): Tread Down -slope shape: Linear Across -slope shape: Linear Ecological site: R067BY002CO - Loamy Plains Hydric soil rating: No Haverson, very rarely flooded Percent of map unit: 2 percent Landform: Drainageways, terraces, alluvial fans Landform position (three-dimensional): Tread Down -slope shape: Linear Across -slope shape: Concave, linear Ecological site: R067BY036CO - Overflow Hydric soil rating: No 14 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRue. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service FWSFOBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/ nres/detail/national/soils/?cid=nres142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www. nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580 liner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nres.usda.gov/wps/portal/nresldetail/soils/ ho m e/?cid=n res 142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 15 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430 -VI. http://www.nres,usda.gov/wps/portal/ nres/detail/soils/scientists/?cid=nres142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/? cid=nres142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nres.usda,gov/Internet/FSE_DOCUMENTS/nres142p2_052290.pdf 16 Jeremy Martin — Drai nasc Narrative APPENDIX C USGS Topographic Map LJS3SU S. 0FPIRTLLEM aP THE INTERIOR .3.a Y••.n.lIIr1I uar GCtYL9GKAL SUYtY g; US Topo 11y1-". a lln rlll_ U •a I• ri q FOP r LUPT0N QUS IU.NLCI Co19wo ] S-MldiIFC[Rf Man 1 '-11r nalupre iF • J,._.,,y„ ' It aI it - JNn! rla Jl PYIr Jf , I � L t N r � I °� Y � rh n[ri NI nnI It nuk[ Y .. YTI[ 55 Y [ � Y Sum. V o _ 1• rr-,{{{ . ne..r r,1 ♦�'.I�ri. • •• r (. - • • 111•P L • j1 P • _ n1A!1. I' — - _ _ •�$ • 4eY raYT 1. a` --Ii14 IL .. ll ,. L • •'Ir. ' f re . I. i.� —MYG^.S+� 1 M1 �. 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FORT LUPT0N, CO 4y, rn�rwrr bIP !f!9Rf Jeremy Martin — Ozaia2Pe Narrative APPENDIX D Percentage of Imperviousness Calculation NA PRofessionals 17144 ELflE I It ill .tr:I<ICUI:rultl'. 3050 67th Avenue, Suite 200 Greeley, CO 80634 Telephone (970) 535-9318 = User Entry Solving for the Percent Impervious (Il: Project Number: 2367-02 Date: Designed By: AGPROfessionals Sheet; Checked By: CTV Subject: Impervious Area Calculation 3/10/21 12:46 PM 1 of 1 Description per UDFCD Table 6-3 % Impervious Total SqFt Acres Impervious Roofs 90% 14,460 0.30 Drive and Walk I 90% 4,625 0.10 Gravel Road 40% 156,300 1.44 Greenbelts 2% 107,755 0.05 None 0% 0.00 None 0% 0.00 None 0% 0.00 None 0% 0.00 None 0% I 0.00 None 0% 0.00 None 0% 0.00 None 0% 0.00 None 0% 0.00 None 0% 0.00 None 0% 0.00 None 0% 0.00 Total Impervious Acres Total Development Acres Development %I Actual Impervious Design Use re Feet 81,852 283,140 283,140 Acres 1.88 6.50 1 1.88 28.9% 30% Jeremy Martin — I7rainave Narrative APPENDIX E FEMA Floodplain Map National Flood Hazard Layer FiRMette FEMA Legend 250 500 1,000 1,500 2,000 I basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020 SEE FI5 REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAY e LIT SPECIAL FLOOD HAZARD AREAS OTHER AREAS OF FLOOD HAZARD Without Base Flood Elevation (BFE) ?a '. A. V ry3-5 With BFE or Depth.,. q,__YE Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 196 annual chance flood with average depth less than one foot or with drainage areas of less than one square mile r.�, , Future Conditions 1% Annual Chance Flood Hazard Area with Reduced Flood Risk due to Levee. See Notes. Area with Flood Risk due to Levee,a.�,., O NoscREeN Area of Minimal Flood Hazard -x Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazard rnnka GENERAL - — - - Channel, Culvert, or Storm Sewer STRUCTURES 11 111 1 1 Levee, Dike, or Floodwall 1_zo.z Cross Sections with 196 Annual Chance us Water Surface Elevation e — — — Coastal Transect 1..-M-- Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary — --- Coastal Transect Baseline OTHER - Profile Baseline FEATURES Hydrographic Feature Digital Data Available N No Digital Data Available MAP PANELS Unmapped The pin displayed on the map is an approximate point selected by the user and does riot represent an authoritative property location. This map complies with FEMA's standards for the use of digital flocd maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 3/10/20:11 it 1U:4 AM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do notappeac basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. From: Kelsey Bruxvoort <Kbruxvoort@agpros.com> Sent: Monday, August 30, 2021 3:54 PM To: Kim Ogle <kogle@weldgov.com> Cc: Lauren Light <Ilight@weldgov.com>; Tom Parke Jr. <tparko@weldgov.com>; Tim Naylor <tnavlor@agpros.com>; Krystal Rowland <krowland@agpros.com>; ieremv.marshall@live.com Subject: FW: Small Business Assistance Program - Permitting Threshold Caution This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Kim, For the Jeremy Martin APR completeness review (PRE21-0059), see the below response from the CDPHE Small Business Assistance Program. This addresses the Environmental Health completeness review comments. We will follow up with you regarding Public Works' drainage comments separately. Thanks, Kelsey Bruxvoort Land Planner AGPROfessionals 3050 67th Avenue Greeley, CO 80634 Office: 970-535-9318 Mobile: 970-744-0068 Fax: 970-535-9854 www.agpros.com 0 7(bL9 ,&Torch ACYPROfessionals AA rdl DEVELOPERS OF 00RtCULTURE tTinner From: Beefier - CDPHE, Christine <christine.hoefler@state.co.us> Sent: Monday, August 30, 2021 3:45 PM To: Krystal Rowland <krowland@agpros.com> Sc: Kelsey Bruxvoort <Kbruxvoort@agpros.com>; Tim Naylor <tnaylor@agpros.com>; Shannon Toomey <stoomey@agpros.com> Subject: Re: Small Business Assistance Program - Permitting Threshold Krystal, I have looked over the engineers assessment and would agree that at those levels this source would be exempt from reporting to the Division. I also agree that they should still maintain records of material usage and calculations to show they are compliant. Just to reiterate, and the engineer did state this, an Air Pollutant Emissions Notice (APEN) in the nonattainment area is required at 1 ton per year for VOCs emitted. A permit in a nonattainment area is required at 2 tons per year for VOCs emitted. If a facility or operation has determined their VOC emissions are below APEN thresholds they are not required to submit an APEN to obtain an official exemption letter, but they can if they would like. I would just maintain this email and the engineers analysis to show they verified they are exempt. Please let me know if you have any questions. Sincerely, Christine Hoefler Small Business Assistance Program Air Pollution Control Division Oeyauvnef of Public Health 0 nour[arlrr7ent P 303.692.3148 1 P303.782.0278 4300 Cherry Creek Drive South, Denver, CO 80246-1530 christine.hoefler@state.co.us I www.colorado.gov/cdphe/aped Are you curious about ground -level ozone in Colorado? Visit our ozone webpage to learn more. On Fri, Aug 27, 2021 at 11:34 AM Krystal Rowland <krowland@agpros.com>wrote: Good afternoon Christine, We are proposing a Use by Special Review Permit for an oil and gas support service company in Weld County — more specifically an outdoor painting of oil and gas separators. Weld County advised us to reach out to you regarding the permitting threshold for our client's operation. A licensed professional environmental engineer evaluated the calculations based an the planned paint usage and volatile organic compound (VOC) emissions, and he found that the surface coating operations will be within acceptable regulatory limits and will not require an APEN and/or permit. The proposed usage is between 800-900 gallons. I have attached the memo written by the licensed professional environmental engineer for your review. We are looking to confirm the engineer's findings with the small business assistance program qualifications so that we can proceed with the application. Please let me know if you need additional information. Thank you. Regards, 01ryeeae Rowecutd Land Planning Tech AGPROfessionals 3050 67th Avenue Greeley, CO 80634 Office: 970-535-9318 Fax: 970-535-9854 www.agpros.com orch Ac;PIM./fessionals }EVE LOPERS OF AGR1C U L'1'U RE Winner AGPROfessionals DEVELOPERS OF AGRICULTURE APEN Memo Weld County USR Application Prepared for Martin, Jeremy AGPROfessionals ut?vEI,OP RS OF AGR.IcU[:l'UR1? Memorandum To: Jeremy Martin From: Matthew Koch, Environmental Engineer, P.E. Date: March 17, 2021 Re: Surface Coating Air Pollutant Emission Notices - AGPRO Project #2367-02 This memo is provided to describe the relevant regulations and associated emission limits for the oil and gas painting operation conducted by Mr. Jeremy Martin at 600 CR 21, Brighton, C.O. The painting (surface coating) operation is located in a non -attainment area per the Colorado Department of Public Health and Environment (CDPHE) Air Quality Control Commission (AQCC) Air Quality Standards, Designations, and Emission Budgets (5 CCR 1001-14). Per AQCC Regulation No. 3 (5 CCR 1001-5), an Air Pollutant Emission Notice (APEN) is required when criteria pollutant emissions exceed one ton per year in non -attainment areas. Volatile organic compounds (VOCs) are a group of compounds which are categorized as a single criteria pollutant. VOCs are the criteria pollutant of concern in surface coating operations. Surface coating emission limits are listed in AQCC Regulation No. 7 (5 CCR 1001-9). Per Regulation No. 7 Part I.L.1.a, it appears Mr. Martin's surface coating operation would be categorized as a manufactured metal parts and metal products surface coating application. Per Regulation No. 7 Part I.L.2.a, surface coating of metal parts may not exceed 3.0 pounds of VOC per gallon of coating. lithe operation uses extreme performance coating (capable of withstanding temperatures above 95°C), the VOC emission threshold is increased to 3.5 pounds of VOC per gallon of coating. If the selected surface coating does not meet these emission thresholds, the applicator must meet these emission limits by use of alternative means consistent with Part I.A.5.c of the regulations. Mr. Martin has supplied safety data sheets (SDS) of low-VOC paint which may be utilized for his surface coating operation. The supplied SDS and Product Data Sheet for Water Reducible Alkyd White — CC 13151 (see attached) indicate the paint contains 2.97 pounds of VOC per gallon of coating, below the applicable threshold. The surface coating operation may comply with the AQCC regulations by using a comparable low-VOC paint or by alternative means of emission control consistent with the regulations. The surface coating operator should maintain records demonstrating compliance with these VOC emission standards. While the regulations define the industry -specific VOC limits using gallons of coating (paint less water), the surface coating operation will typically apply paint that contains some amount of water. For example, the Water Reducible Alkyd White has a water content of approximately 45 percent which reduces the product's actual VOC concentration from 2.97 pounds of VOC per gallon of coating to 1.39 pounds of VOC per gallon of paint (coating plus water). Using the Water Reducible ENGINEERING, PLANNING, CONSULTING & REAL ESTATE HQ & Mailing: 3050 67th Avenue, Suite 200, Greeley, CO 80634 970.535.9318 office) 970.535.9854 fax Idaho: 195 River Vista Place, #306, Twin Falls, ID 83301 ❑ 208.595.5301 www.agpros.com Page 2 oft Alkyd White, the surface coating operation would trigger an ADEN filing if the annual usage rate exceeds 1045 gallons of paint (670 gallons of coating). The surface coating operation does not require an APEN filing if the annual VOC emissions are less than one ton. The table below summarizes the filing thresholds based on the Water Reducible Alkyd White paint. Annual Paint 1045 2900 Usage (gal) VOC Emissions (based on 2.97 lb*V0C/gal*coating) Filing 1.00 2.00 _ ADEN Permit Mr. Martin should maintain records to demonstrate compliance for both APEN filing standards and the industry -specific low-VOC emission standards. AGPRO can assist with the applicable regulatory filings should assistance be needed. This analysis is based on the current AQCC Regulations effective February 14, 2021. ' p 4 Matthew Koch, P.E. Environmental Engineer AGPROfessionals, LLC FOR WEAR DURABLE RROTECIIVE COATINGS ii Water Product Description This water reducible alkyd provides fast dry time, good humidity resistance, excellent salt spray and corrosion resistance. This coating has excellent gloss/color retention, resistance to chalking, staining, and dirt pickup. Where to Use Typical use as maintenance enamels for equipment, machinery, and metal structures, with excellent adhesion to steel. Product Characteristics White CC3151 Color Gloss Architectural and Industrial Maintenance Catenory Drvina Time White High Gloss Quick Dry Enamels Tem srature To Touch Tack Free D Hard 75 °F 155° RH 30 minute 50 Minutes 4.5 Hours (Cooler temperatures and higher humidity will lengthen drying time, full cure requires 7 days) Preparation & Priming Surface Preparation For maximum performance, surface blast using a SSPC-5P6 commercial blast. If blast cleaning is not feasible, the substrate should be degreased in accordance with SSPC-SP1. All burrs should be removed and sharp edges or rough weld seams should be ground down. Where weathered steel is applicable and where substrate has reached rust grade, the appropriate chemical cleaning or blasting will be necessary. Primer Coats For maximum performance Anchor recommends the use of one of three primers. Anchor 2722 waterborne rust inhibitive primer can be used with galvanized metal, while either CC3153 red or CC3154 gray water reducible alkyd primers are recommended for metal application. For DTM applications insure the final dry film thickness is 2.0 mils above the surface blast profile. This may require more than one coat. Each service environment may require a specific coating system or combination of Anchor products. Consult your Anchor representative for specific job recommendations. Mixing & Application M inert Stir thoroughly, making sure no pigment remains on the bottom of the can. Thinning This coating is VOC compliant and ready -to -spray. Thin as needed with water. Surface Temperature Minimum 40 OF, Maximum 110 °F - The surface should be dry and the relative humidity should be no greater than 85%. Recommended Thickness DTM Application: Minimum of 1.0 mil dry per coat, with two coats recommended. Singe Coat application: Minimum applied thickness ofl.6 to 2.0 mils above the blast profile of the prepared surface. Theoretical Coverage 657 ftzlgal @ 1 mil dry, assuming no application losses. Coverage will vary depending on application technique, porosity and design of the substrate. Aonlication Eouioment Airless Spray CPnventQnal Spray Pressure Tip Air Pressure Fluid Pressure 1800-2400 psi 0.015"-0.019" 60-60 psi 10-20 psi Application considerations Spray application is recommended. Do not apply when overnight freeze, rain or dew is forecast, NOTE: Conditions of high humidity or moist air, then allow for longer cure times, Warm air moving over the substrate will promote drying and improve cure time when less than optimum application/humidity conditions exist. On a derusted surface the application of a dry film thickness of at least 2 mils is recommended. Avoid applying water reducible products directly onto galvanized surfaces without a primer. ' ra • N rl - I s! ill { aL ii I. Weight Solids 41.02 % Volume Solids: 27.38 AIM Category VOC Limit 3.2 lb/gal (380 g1l) VOC Actual 1.39 lb/gal (228 gA) VOC Reguatory 2.97 lb/gal (356 gll) Density 9.84 lb/gal Packaging 55 Gallon drums, 5 Gallon pails, and 1 Gallon cans Physical Properties - ASTM Testing ( All measurements @ 7 days - Full Cure) Primer: CC3153 To coat:CC3151 Topcoat DTM Topcoat & Primer DTM Pencil Hardness ASTM D3363-05 HB HB Standard Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments 1116°, 7 (Scribe Failure) ASTM 1654-92 1116°, 7 Salt Fag ASTM 8117 668 Hours 900 hours Tape Pull ASTM 03359 1116° 1116° Surface Rust ASTM D610 8 = <0.1" 9 = X0.1" Surface Blisters ASTM D714 0 0 QUV Glass Retention ASTM D-4587-91 Y 70% @ 201 gloss@ 936 hr 100% © 60^ gloss@ 936 hr Abrasion: Excellent Abrasion Resistance Corrosion: Excellent Corrosion Resistance Submersion: Not Recommended V ASTM 451741 procedure D (8 hour UV q 60ac and 4 haurcondensatian 45°C UVA— 340 lamp) Clean-up & Storage I Stora a Tem erature Shelf Life Soap and water Minimum 40 °F Maximum 110°F Under Normal Conditions (Unopened) —6 months Safety & Important Information WARNING! VAPOR HARMFUL. CAUSES EYE IRRITATION. CONTAINS: ETHYLENE GYLCOL MONBUTYL ETHER AND SEC - BUTYL ALCOHOL. These may affect the brain or nervous system causing dizziness, headache or nausea, while causing nose, eye, skin and throat irritation. These may be harmful if absorbed through skin, and are harmful if swallowed. NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal Keep away from heat, sparks and flame. Vapors may cause flash fire. Do not smoke. Extinguish all flames and pilot lights, and turn off stoves, heaters, electric motors and other sources or ignition during use and until all vapors are gone. Prevent build-up of vapors by opening all windows and doors to achieve cross -ventilation. Use only with adequate ventilation. Do not breathe vapors or spray mist. Ensure fresh air entry during application and drying. If you experience eye watering, headache or dizziness or if air monitoring demonstrates vaporlmist levels are above applicable limits, wear an appropriate, properly fitted respirator (NIOSH approved) during and after application. Follow respirator manufacturer's directions for respirator use. Do not get in eyes, on skin or clothing. Wash thoroughly after handling, KEEP OUT OF REACH OF CHILDREN. WARNING! If you scrape, sand or remove old paint, you may release lead dust. LEAD IS TOXIC. EXPOSURE TO LEAD DUST CAN CAUSE SERIOUS ILLNESS, SUCH AS BRAIN DAMAGE, ESPECIALLY IN CHILDREN. PREGNANT WOMEN SHOULD ALSO AVOID EXPOSURE. Wear a NIOSH-approved respirator to control lead exposure. Clean up carefully with a HEPA vacuum and a wet mop. Before you start, find out how to protect yourself and your family by contacting the National Lead Information Hotline at 1 -800 -424 -LEAD or log on to www.epa.govllead. WARNING! Sanding or scraping pressure treated lumber may be hazardous; wear appropriate protection. Version: 212015 LIMI E gg WAR T : The Ieehrical, dntn on Ihls Jabal or on other dale Is True an0 accurpfe w't the best of our knrnMedge. We guarantee cur products to conform to ANCHOR PAINT MFG. CO. quality c rival stardoms. Due la nrisyse In handling, sia'age, application end workmanship or variables such as weather or surface integrity that are beyond our control, Anchor Paint doss not auawnan any reprosertntivn to make any warranty or merchantatwity or Fitness of this product Any liability whatsoever of Anchor Paint Mfg. Ca. to the buyer or user of .......Cut to Iirnile Ia the purchasers cosi al the prcdjct Itsall. ANCHOR SAFETY DATA SHEET SECTION 1) CHEMICAL PRODUCT AND SUPPLIER'S IDENTIFICATION Product ID: Product Name: Revision Date: Version: Manufacturer's Name: Address: CC3151 W1R ALKYD WHITE Feb 09, 2016 1.1 Date Printed: Supersedes Date: Anchor Paint Manufacturing Co., Inc. 6707 East 14th Street, Tulsa, OK, US, 74112 Emergency Phone: 800-424-9300 Information Phone Number: 918-836-4626 Fax: 918-836-6421 ProductiRecommended Uses: Paint and Coatings. SECTION 2) HAZARDS IDENTIFICATION Classification: Skin Irritation - Category 2 Eye Irritation - Category 2A Carcinogenicity - Category 1 B Acute toxicity Dermal Category 5 Acute toxicity Inhalation Vapor Category 4 Acute toxicity Oral Category 4 Pictograms: FA kttl J 41 Signal Word: Danger Hazardous Statements - Health: Causes skin irritation Causes serious eye irritation May cause cancer. Harmful if swallowed May be harmful in contact with skin Harmful if inhaled Precautionary Statements - General: If medical advice is needed, have product container or label at hand. Keep out of reach of children. Read label before use. Precautionary Statements - Prevention: Wash thoroughly after handling. Wear protective glovestprotective clothing/eye protection/face protection Feb 09, 2016 Feb 02, 2016 CC3151 www.anchorpaint.com Page 1 of 8 Obtain special insteuctions before use Do not handle until all safety precautions have been read and understood. Do not eat, drink or smoke when using this product. Avoid breathing dust/fume/gas/mist/vapors/spray. Use only outdoors or in a well -ventilated area. Precautionary Statements - Response: IF ON SKIN: Wash with plenty of water. Specific treatment (see section 4 on this SDS) If skin irritation occurs: Get medical advicelattention. Take off contaminated clothing. And wash it before reuse. IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. If eye irritation persists: Get medical advicelattention. IF exposed or concerned: Get medical advicelattention. IF SWALLOWED: Call a POISON CENTER or doctor if you feel unwell. Rinse mouth. Call a POISON CENTER or doctor if you feel unwell. IF INHALED: Remove person to fresh air and keep comfortable for breathing. Precautionary Statements - Storage: Store locked up Precautionary Statements - Disposal: Dispose of contents to an approved waste disposal plant or paint recycling center. Under RCRA, it is the responsibility of the user of the product to determine at the time of disposal, whether the product meets RCRA criteria for hazardous waste. Waste management should be in full compliance with federal, state and local laws. Hazards Not Otherwise Classified (HNOC): None. Acute toxicity of 20% of the mixture is unknown SECTION 3) COMPOSITION I INFORMATION ON INGREDIENTS CAS Chemical Name 0007732-18-5 WATER 0013463-67-7 TITANIUM DIOXIDE 0000111-76-2 ETHYLENE GLYCOL MONOBUTYL ETHER 0000078-92-2 SEC -BUTYL ALCOHOL 0007631-86-9 SILICA, AMORPHOUS 0064742-65-0 MINERAL OIL, PETROLEUM DISTILLATES, SOLVENT-DEWAXED HEAVY PARAFFINIC 0001336-21-6 AMMONIUM HYDROXIDE 0000096-29-7 2-BUTANONE OXIME SECTION 4) FIRST -AID MEASURES Inhalation: Remove source of exposure or move person to fresh air and keep comfortable for breathing. If exposed or concerned: Get medical advice. Skin Contact: % By Weight 40% -49% 15% -22% 6%-9% 5%-7% 0.7%- 1.3% 0.4% - 0.7% 0.2%-0.4% 0.1%-0.1% Take off immediately all contaminated clothing, shoes and leather goods (e.g. watchbands, belts). Rinse skin with lukewarm, gently flowing waterlshower for a duration of 30 or until medical aid is available. Immediately call a POISON CENTER/doctor. Wash contaminated clothing before re -use or discard. IF exposed or concerned: Get medical advicelattention. Eye Contact: CC3151 www.anchorpaint.com Page 2 of S Rinse eyes cautiously with lukewarm, gently flawing water for several minutes, while holding the eyelids open. Remove contact lenses, if present and easy to do. Continue rinsing for a duration of 30 minutes or until medical aid is available. Take care not to rinse contaminated water into the unaffected eye or onto the face. Immediately call a POISON CENTER/doctor. Ingestion: Rinse mouth. Do NOT induce vomiting. Immediately call a POISON CENTER/doctor. If vomiting occurs naturally, lie on your side, in the recovery position. Most Important Symptoms and Effects, Both Acute and Delayed; No data available. Indication of Any Immediate Medical Attention and Special Treatment Needed: No data available. SECTION 5) FIRE -FIGHTING MEASURES Suitable Extinguishing Media: Dry chemical, foam, carbon dioxide water spray or fog is recommended. Water spray is recommended to cool or protect exposed materials or structures. Carbon dioxide can displace oxygen. Use caution when applying carbon dioxide in confined spaces. Simultaneous use of foam and water on the same surface is to be avoided as water destroys the foam. Sand or earth may be used for small fires only. Unsuitable Extinguishing Media: No data available. Specific Hazards in Case of Fire: Material can splatter above 100°C1212°F. Polymer film can bum. Fire -fighting Procedures: Isolate immediate hazard area and keep unauthorized personnel out. Stop spill/release if it can be done safely Move undamaged containers from immediate hazard area if it can be done safely. Water spray may be useful in minimizing or dispersing vapors and to protect personnel. Water may be ineffective but can be used to cool containers exposed to heat or flame. Caution should be exercised when using water or foam as frothing may occur, especially if sprayed into containers of hot, burning liquid. Dispose of fire debris and contaminated extinguishing water in accordance with official regulations. Special Protective Actions: Wear protective pressure self-contained breathing apparatus (SCBA) and full turnout gear. SECTION 6) ACCIDENTAL RELEASE MEASURES Emergency Procedure: ELIMINATE all ignition sources (no smoking, flares, sparks or flames in immediate area). Do not touch or walk through spilled material. Isolate hazard area and keep unnecessary people away. Remove all possible sources of ignition in the surrounding area. Notify authorities if any exposure to the general public or the environment occurs or is likely to occur. If spilled material is cleaned up using a regulated solvent, the resulting waste mixture may be regulated Recommended Equipment: Positive pressure, full -face piece self-contained breathing apparatus (SCBA), or positive pressure supplied air respirator with escape SCBA (NIOSH approved). Personal Precautions: Avoid breathing vapor. Avoid contact with skin, eye or clothing. ELIMINATE all ignition sources (no smoking, flares, sparks or flames in immediate area). Use explosive proof equipment. Do not touch damaged containers or spilled materials unless wearing appropriate protective clothing. Environmental Precautions: Stop spill/release if it can be done safely. Prevent spilled material from entering sewers, storm drains, other unauthorized drainage systems and natural waterways by using sand, earth, or other appropriate barriers. Methods and Materials for Containment and Cleaning Up: Dam up and soak up with inert absorbent material (floor -dry, PIG absorbents, sand, or sawdust). Scoop up and transfer to properly labeled containers Allow used absorbent material to dry and dispose according to local regulations. SECTION 7) HANDLING AND STORAGE General; CC3151 www.anchorpaint.com Page 3 of 8 Wash hands after use. Do not get in eyes, on skin or on clothing. Do not breathe vapors or mists. Use good personal hygiene practices. Eating, drinking and smoking in work areas is prohibited. Remove contaminated clothing and protective equipment before entering eating areas. Eyewash stations and showers should be available in areas where this material is used and stored. Ventilation Requirements: Use only with adequate ventilation to control air contaminants to their exposure limits. The use of local ventilation is recommended to control emissions near the source. Storage Room Requirements: Keep container(s) tightly closed and properly labeled. Store in cool, dry, well -ventilated areas away from heat, direct sunlight, strong oxidizers and any incompatibilities. Store in approved containers and protect against physical damage. Keep containers securely sealed when not in use. Indoor storage should meet OSHA standards and appropriate fire codes. Containers that have been opened must be carefully resealed to prevent leakage SECTION 8) EXPOSURE CONTROLS/PERSONAL PROTECTION Eye Protection: Wear eye protection with side shields or goggles. Wear indirect -vent, impact and splash resistant goggles when working with liquids. If additional protection is needed for entire face, use in combination with a face shield. Skin Protection: Use of gloves approved to relevant standards made from the following materials may provide suitable chemical protection: PVC, neoprene or nitrile rubber gloves. Suitability and durability of a glove is dependent on usage, e.g. frequency and duration of contact, chemical resistance of glove material, glove thickness, dexterity. Always seek advice from glove suppliers. Contaminated gloves should be replaced. Use of an apron and over- boots of chemically impervious materials such as neoprene or nitrile rubber is recommended to avoid skin sensitization. The type of protective equipment must be selected according to the concentration and amount of the dangerous substance at the specific workplace. Launder soiled clothes or properly disposed of contaminated material, which cannot be decontaminated. Respiratory Protection; If engineering controls do not maintain airborne concentrations to a level which is adequate to protect worker, a respiratory protection program that meets or is equivalent to OSHA 29 CFR 1910.134 and ANSI Z8B.2 should be followed. Check with respiratory protective equipment suppliers. A NIOSH/MSHA approved respirator is advised. Appropriate Engineering Controls: Provide exhaust ventilation or other engineering controls to keep the airborne concentrations of vapors below their respective threshold limit value. Chemical Name OSHA OSHA OSHA OSHA OSHA OSHA NIOSH NIOSH NIOSH NIOSH ACGIH TWA TWA STEL STEL Tables (Z1, OSHA Skin TWA TWA STEL STEL TWA (ppm) (mg/m3) (ppm) (mglm3) Z2, Z3) Carcinogen designation (ppm) (mg1m3) (ppm) (mg/m3) (ppm) ETHYLENE GLYCOL 50 240 1 1 5 24 20 MONOBUTYLETHER MINERAL OIL, PETROLEUM DISTILLATES, SOLVENT-DEWAXED HEAVY PARAFFINIC ISEC-BUTYL i ALCOHOL SILICA, AMORPHOUS TITANIUM DIOXIDE Chemical Name ETHYLENE GLYCOL MONOBUTYL ETHER MINERAL OIL, PETROLEUM DISTILLATES, SOLVENT -DE WAXED HEAVY PARAFFINIC SEC -BUTYL ALCOHOL 500 2000 150 450 20 (b) ACGIH TWA (mg/m3) 97 303 80 mglm3 percent SiO2+2 15 ACGIH STEL (ppm) 1 10D 305 150 455 100 1,3 6 ACGIH STEL ACGIH ACGIH ACGIH (mg/m3) TLV Basis Notations Carcinogen Eye & A3; BEI A3 URT irr URT irr; CNS impair b CC3151 www.anchorpaint.com Page 4 of 8 i SILICA, AMORPHOUS TITANIUM DIOXIDE 10 LRT irr A4 A4 A3 - Confirmed Animal Carcinogen with Unknown Relevance to Humans, A4 - Not Classifiable as a Human Carcinogen, BEI - Substances for which there is a Biological Exposure Index or Indices, CN5 - Central nervous system, impair - Impairment, irr - Irritation, LRT - Lower respiratory tract, URT - Upper respiratory tract SECTION 9) PHYSICAL AND CHEMICAL PROPERTIES PhysicalProperties Density 9.85416 Iblgal Specific Gravity 1.18079 % Solids By Weight 41.05950% VOC Regulatory 167.70463 gIl VOC Actual 167.70463 gll % VOC 14.20234% Volatile HAPS 0.00000% % HAPS 0.13175% Appearance Liquid Odor Description Alcohol -like Odor Threshold No information available pH 8.5 Freezing Point No information available Low Boiling Paint 212 OF High Boiling Point 343 OF Flash Point NIA Evaporation Rate Approximately same as water Flammability Flash Point at or above 2OO OF Lower Explosion Level No information available Upper Explosion Level No information available Vapor Pressure No information available Vapor Density No information available Water Solubility Dispersible Coefficient Water/Oil No information available Auto Ignition Temp No information available Decomposition Pt No information available Viscosity >100 c5t (mm2lsec) @ 40 °C SECTION 10) STABILITY AND REACTIVITY Stability: Material is stable at standard temperature and pressure. Conditions to Avoid: Avoid all possible sources of ignition. Do not allow vapor to accumulate in low or confined areas. Do not pile or accumulate paint -laden rags, filters or floor sweeping until the paint contained within them is cured. Hazardous Reactions/Polymerization: There is potential for spontaneous combustion of concentrated paint -laden rags, spray booth filters, or dry -spray floor sweepings. Incompatible Materials: Strong oxidizers. Hazardous Decomposition Products: Oxides of carbon, metal oxides. SECTION 11) TOXICOLOGICAL INFORMATION CC3151 www.anchorpaint.com Page 5 of 8 Likely Route of Exposure: Inhalation, ingestion, skin absorption Aspiration Hazard: Aspiration into the lungs can cause chemical pneumonitis which can be fatal. Carcinogenicity: May cause cancer. Germ Cell Mutagenicity: No Data Available Reproductive Toxicity: No Data Available RespiratorylSkin Sensitization: Prolonged orrepealsd skin contact may delatthe skin resulting in possible irritation and dermatitis. This product contains small amounts of 2-bulanone oxime which may cause an allergic skin reaction. Serious Eye Damagellrritation: Causes serious eye irritation Eye contact may cause severe irritation, redness, tearing, blurred vision, and a sensation of seeing halos around lights. Skin Corrosionllrritation: Causes skin irritation Specific Target Organ Toxicity - Repeated Exposure: No Data Available Specific Target Organ Toxicity - Single Exposure: No Data Available Acute Toxicity: Harmful if swallowed May be harmful in contact with skin Harmful if inhaled If swallowed, can cause gastrointestinal irritation, nausea, vomiting, and diarrhea. May be irritating to the respiratory tract, may cause headaches, dizziness, anesthesia, drowsiness, unconsciousness and other central nervous system effects including death. 0000111-76-2 ETHYLENE GLYCOL MONOBUTYL ETHER LC50 (female rat): 450 ppm (4 -hour exposure) (2) LC50 (male rat): 486 ppm (4 -hour exposure) (2) LD50 (oral, male weanling rat): 3000 mglkg (1) LD50 (oral, 6 -week old male rat): 2400 mg/kg (1) LD50 (oral, yearling male rat): 560 mglkg (1) LD50 (oral, female rat): 530 rig/kg; 2500 mglkg (1)LD50 (oral, male mouse): 1230 mg/kg (1) LD50 (oral, rabbit): 320 mglkg (1) LD50 (dermal, male rabbit): 406 mg/kg (cited as 0 45 mL/kg) (1) 0064742-65-0 MINERAL OIL, PETROLEUM DISTILLATES, SOLVENT-DEWAXED HEAVY PARAFFINIC LD50 (Rodent - rat, Oral) : '5000 mg/kg, Toxic effects : Details of toxic effects not reported other than lethal dose value. LD50 (Rodent - rabbit, Administration onto the skin) : 5000 mg/kg, Toxic effects: Details of toxic effects not reported other than lethal dose value. 0000078-92-2 SEC -BUTYL ALCOHOL LD50 (oral, rat): 6460 mglkg (1) LD50 (oral, rabbit): 4900 mg/kg (16) Potential Health Effects - Miscellaneous 0000111-76-2 ETHYLENE GLYCOL MONOBUTYL ETHER Can be absorbed through the skin in harmful amounts. May cause injury to the kidneys, liver, blood and/or bone marrow. Repeated overexposure may result in damage to the blood. Eye contact may cause corneal injury. Has been toxic to the fetus in laboratory animals at doses that are toxic to the mother CC3151 www.anchorpaint.com Page 6 of 8 0013463-67-7 TITANIUM DIOXIDE Is an IARC. NTP or OSHA carcinogen. Ina lifetime inhalation test, lung cancers were found in some rats exposed to 2O mg/m3 respirable titanium dust. Analysis of the titanium dioxide concentrations in the rat?s lungs showed that the lung clearance mechanism was overwhelmed and that the results at the massive 250 mg/m3 level are not relevant to the workplace.?Results of a DuPont epidemiology study showed that employees who had been exposed to Titanium Dioxide were at no greater risk of developing lung cancer than were employees who had not been exposed to Titanium dioxide. No pulmonary fibrosis was found in any of the employees and no association was observed between Titanium dioxide exposure and chronic respiratory disease or x- ray abnormalities. Rased an the results of This study DuPont concludes that titsnium dioxide will not cause lung cancer or chronic respiratory disease in humans at concentrations experienced in the workplace,? SECTION 12) ECOLOGICAL INFORMATION Toxicity: No Data Available Persistence and Degradability: No data available. Bioaccumulative Potential: No data available. Mobility in Soil: No data available Other Adverse Effects: No data available. Bio-accumulative Potential 0064742-65-0 MINERAL OIL, PETROLEUM DISTILLATES, SOLVENT-DEWAXED HEAVY PARAFFINIC Contains constituents with the potential to bfoaccumulate. Mobility in Soil 0064742-65-0 MINERAL OIL, PETROLEUM DISTILLATES, SOLVENT-DEWAXED HEAVY PARAFFINIC Liquid under most environmental conditions. Floats on water. If it enters soil, it will adsorb to soil particles and will not be mobile. SECTION 13) DISPOSAL CONSIDERATIONS Waste Disposal: Under RCRA it is the responsibility of the user of the product to determine at the time of disposal whether the product meets RCRA criteria for hazardous waste. Waste management should be in full compliance with federal, state and local laws, Empty Containers retain product residue which may exhibit hazards of material, therefore do not pressurize, cut, glaze, weld or use for any other purposes. Return drums to reclamation centers for proper cleaning and reuse. SECTION 14) TRANSPORT INFORMATION U.S. DOT Information: Not regulated as dangerous goods. IMDG Information: Not regulated as dangerous goods. IATA Information: Not regulated as dangerous goods. SECTION 15) REGULATORY INFORMATION GAS Chemical Name % By Weight Regulation List 0007732-18-5 WATER 40%-49% TSCA 0013463-67-7 TITANIUM DIOXIDE 15%-22% SARA312,lARCCardnogen,TSCA,CA Prop65-CalifomiaProposition 65,CA_Prop65 Type_ToxicityCancer - CA_Proposition65_Type_Toxicity_Cancer 0000111-76-2 ETHYLENE GLYCOL 6%-9% CERCLA,SARA312,SARA313,VOC,TSCA MONOBUTYLETHER CC3151 www.anchorpaint.com Page 7 of 8 0000078.92-2 SEC -BUTYL ALCOHOL 5%-7% SARA312,SARA313,VOC,TSCA 0007631-86.9 SILICA, AMORPHOUS 07%- 1.3% SARA312,iARCCarcinogen,TSCA 0064742-65-0 MINERAL OIL, PETROLEUM DISTILLATES, SOLVENT- DEWAXED HEAVY PARAFFINIC 0001336-21-6 AMMONIUM HYDROXIDE 0.4%- 0.7% SARA312,TSCA 0.2%- 0.4% CERCLA,SARA312,SARA313,TSCA 0000096-29-7 2-BUTANONE OXIME 0.1%-0.1% SARA312,VOC,TSCA SECTION 16) OTHER INFORMATION Glossary: ACGIH- American Conference of Governmental Industrial Hygienists; ANSI- American National Standards Institute; Canadian TOG - Canadian Transportation of Dangerous Goods; CAS- Chemical AbslracI Service; Cherntrec- Chemical Transportation Emergency Center (US}; CHIP- Chemical Hazard tnformation and Packaging; DSL- Domestic Substances List; EC- Equivalent Concentration; EH40 (UK)- HSE Guidance Note EH40 Occupational Exposure Limits; EPCRA- Emergency Planning and Community Flight -To -Know Act; ESL- Effects screening levels: HMIS- Hazardous Material Information Service; LC- Lethal Concenlrallon; LO- Lethal Dose; NFPA- National Fare Protection Association; OEL- Occupational Exposure Limits; OSHA- Occupational Safety and Health Administration, US Department of Labor; PEL- Permissible Exposure Limit; SARA (Tiife III)- Superfund Amendments and Reauthorization Act; SARA 313- Superfund Amendments and Reauthorization Act, Section 313; SCSA- Self-Gonlained Breathing Apparatus; STEL- Short Term Exposure Limit; TCEQ - Texas Commission on Environmental Quality; TLV- Threshold Limit Value; TSCA- Toxic Substances Control Act Public Law 94.469; TWA - Time Weighted Value; US DOT- US Department of Transportation; WIMIS- Workplace Hazardous Materials Information System. HMIS Chronic: FA Version 1.1: Revision Date: Feb 02, 2016 Added HMIS and NFPA ratings. DISCLAIMER To the best of our knowledge, the information contained herein is accurate. However, neither the above named supplier nor any of its subs€diaries assumes any liability whatsoever forthe accuracy or completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist. The above information pertains to this product as currently formulated, and is based on the information available at this time. Addition of reducers or other additives to this product may substantially alter the composition and hazards of the product. Since conditions of use are outside our conlrcl, we make no warranties, express or implied, and assume no liability in connection with any use of this information. CC3151 www.anchorpaint.com Page B of 8 AGPROfessionals DEVELOPERS OF AGRICULTURE Emergency Contact Form Weld County USR Application Prepared for Martin, Jeremy FOR COMMERCIAL OR INDUSTRIAL BUILDINGS, PLEASE COMPLETE THE FOLLOWING INFORMATION: Business Name: Exclusive Industrial Painting Address: 600 County Road 21 Business Owner: Jeremy Martin Home Address: 600 County Road 21 Phone: (970) 590-1128 City, state, zip: Brighton, CO 80603 Phone: (970) 590-1128 City, state, zip: Briqhton, CO 80603 List up to three persons in the order to be called in the event of an emergency: NAME TITLE PHONE ADDRESS Jeremy Martin Owner (970) 590-1128 600 County Road 21, Brighton, CO 80603 Business Hours: 8:00 AM - 5:00 PM UTILITY SHUT OFF LOCATIONS: Main Electrical: N/A Gas Shut Off: N/A Exterior Water Shutoff: N/A Interior Water Shutoff: NIA Days: Monday - Friday 7/2912019 21 Charm C Mimes 772 CAUNy Nosed 21 9rttton, Coin moo $O03 307-316-7633 Chalettmar[u4v&hoo.com March 12021 Jenemy Marshal County Road 21 Nrthton, cabndsi 10603 970590.1128 !trlmy- llhfllS.CGm Dear kttny, Yen writ* totatyotrknowandtowe*&IntiwtoWhomItbratCanters,tMtIdonotmon trSW n pertr bone or tither equlptoant tabs bunt, r dam ,mknd at 772 (curb Road 23 from Goober 2015 Brat at no bait during this duration heft t had [oncenr rrtrr the p+dlr tlr/ rt.mmp faenl Cr g+040 camiry (mmm your property Thore has been no'n.m and t Cu not tartan arly rxwr+ it m moan ors gtmttmm r can be reache0 at the listed CoeOaKta above. pteetet C_ Morcor cot loony Inetanod Weld County Treasurer Statement of Taxes Due Account Number 84683807 Parcel 146935200026 Assessed To MARTIN JEREMY M 600 COUNTY ROAD 21 BRIGHTON, CO 80603-9230 Legal Description silos Address PT W2W2 35-1-67 LOT A REC RXPMPT RE -4462 600 COUNTY ROAD 21 WELD Year Tax Adjustments Interest Fees Faymmts Balance Tax Ch 2020 $3,032.22 $0.00 $0.00 $0.00 $3,032.22 $0.00 Total Tax Charge $0.00 Gaand Total Due as of 04119t2021 $0.00 Tax Billed at 2020 Rates for Tax Area 2523 - 2523 Authority WELD COUNTY SCHOOL DIST 27J GREATER BRIGHTON FIRE HIGH PLAINS LIBRARY Taxes Billed 2020 4'Credit Levy Mill Levy Amount 15.0380000* $578.96 48.7450000* $1,876.69 11.7950000 $454.11 3.1810000 $122.46 Values AG -MEADOW HAY LAND AG -WASTE LAND FARM/RANCH RESIDENCE -IMPS 78.7590000 $3,032.22 OTHER BLDGS.- AGRICULTURAL Total Actual Assessed $135 $40 $3 $10 $373,864 $26,730 $40,425 $11,720 $414,427 $38,500 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, REAL PROPERTY, AND MOBILE HOMES - AUGUST 1. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK. POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS. PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH. 1400 N. 17th Avenue, Greeley, CO 80631. PO Box 458, Greeley, CO 80632. (970) 400-3290 Page 1 of 1 Notice of Inquiry Development within a Coordinated Planning Agreement or Intergovernmental Agreement (CPA or IGA) Boundary Date of Inquiry 2/24/2021 Municipality with CPA or IGA Fort Lupton CPA Name of Person Inquiring Kelsey Bruxvoort Property Owner Jeremy Martin Planner Kim Ogle kogle@weldgov.com Legal Description LOT A REC EXEMPT RE -4462, PT W2W2 35-1-67 Parcel Number 1469-35-2-00-026 Nearest Intersection 2650 feet north of County Road 2 east of and adjacent to County Road 21 Type of Inquiry USR for Oil and Gas Support and Service - Painting of Oil Field Equipment The above person inquired about developing a property inside your designated CPA or IGA boundary. This person has been referred to community by Weld County Planning to discuss development options on this site. Visit Chapter 19 of the Weid County Code for specifics on your agreement. Weld County Comments roperty is located within the Coordinated Planning Area for your municipality. Does the City require an nnexation or pre -annexation agreement with the property owner? Alternatively, does the City request no action etaken now and allow the applicant to proceed with permitting through the County? Name/Title of Municipality Representative Municipality Comments Kim Ogle DigitallysignedbyKim Ogle Date: 2021.03.10 11:06:21 -0700' Signature of Weld County Planner Signature of Municipality Representative Plase return the signed form to: Weld County Planning Department 1555 N 17th Avenue, Greeley, CO 80631 (970) 353-6100 x3540 (970)304-6498 fax Hello