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Home My WebLink About20250063.tiffDocuSign Envelope ID: 7DF1 B6O0-8130-4FFA-A454-01 CC4AB061 DB USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: P ROPERTY INFORMATION Is the property currently in violation? Parcel Number: 0 8 No / [ Yes Violation Case Number: 0 5 _0 6 _2 _0 0 0 1 0 S ite Address: 35938 CR 25, Eaton CO 80615 Legal Description: Section: 6 , Township 6 N, Range 66 W Zoning District: AGG Acreage: 5.988 Within subdivision or townsite? F No / Yes Name: Water (well permit # or water district tap #): NWCWD 3/4" Residential Sewer (On -site wastewater treatment system permit # or sewer account #): Septic Floodplain r No/ Yes Geological Hazard No/ Yes Airport Overlay No/ Yes P ROJECT U SR Use being applied for: Special Use from Residential/Ag to Church/House of Worship Early January 2024 0805062( Name of proposed business: Calvary Severance Church PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Company: Calvary Severance Church Phone #: 903-714-5751 Email: joshgreen@thecalvary.org Street Address: 1800 Avery Plaza St City/State/Zip Code: Windsor CO 80550 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Jeanna Whipple Compan y Phone #. 970-215-0683 Email: jeannawhipple@gmail.com Street Address: 11316 county road 70 City/State/Zip Code: Windsor CO 80550 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. DocuSigned by: S � j n? urf1244D3_.. Josh Green Print 5/15/2024 Date GlJ Sature Jeanna Whipple Print 5/15/2024 Date gtghorization Form I, e dLzt&vrg CIutrh & Cwl�' C .1'� !'- 1� 'i7,, permission to (Owner — please print) J �,,1 Greer (Authorized Aaent/Apprican --please print) to apply for any Planning, Building, Access, Grading or OWTS permits on our behalf, for the property located at (address or parcel number) below: Departments of Planning Building, Development Review and Environmental Health 1402 North 17m Avenue P.O. Box 758 Greeley, Co 80632 3.3s• eciu3/444-y Roco CO • W.D✓�'.r,"JG' w Le alDescn tsars. � PT of Section � , Township N, Ran e Legal P�' P g Subdivision Name: Lot Block Property Owners Information: 795), G Gre-em, P .45 to iv/vatic Address: 1 ElI' Mounid in Dr Phone: 40122-7L 571L E-mail: j 5tr een2jL° Authorized AgenItlApplicat It Contact information. itoi mation. ,e nRirirlocU)11kApplt Address: Phone: Po (3b,C 3s3w-utana(0'Wk E -Mail: l : Correspondence to be sent to: Owner/Authorized A ent/A licant`7 b : Mail Ernailp g Pp y Additional Info: \N.',ur,--tani) I c4i17TL2i?eb; i)c-1 rep bgteStio2 twit) ; (110.1'4" Rligio-72 577? I (We) hereby certify, under penalty of perjury and after carefully reading the entire contents of this document, that the information stated above is true and correct to the best of my (our) knowledge, �Qwner Signature Sub�jcrihed and sworn to before me this aSin SrY.e-1 My commission expires -?-/42.1)/ ?D Zvi 1 SARAH ,JACOBSE N NOTARY PUBLIC STATE OF COLORADO NOTARY to 20184O Jib 1 MY COMMISSION b IFWES Jut 2 • Date Owner Signature clay of c_'�,y 20 (I by asseassmuraailaL itto 1. Explain the proposed use and business name. Calvary Severance, which recently purchased this building, has served the residents of Severance for over 4 years. We propose to use the building as a house of worship, a location for service opportunities, and spiritual support for the community. 2. Explain the need for the proposed use. Calvary Severance is the only church in the Town of Severance. The building will serve as the sole place of worship in the town (at this time) and a location from which the church can se►ve the community in various capacities. 3. Describe the current and previous use of the land. The existing building is zoned for Ag/Residential and was used by the previous owners for their residence and a workshop out of which they ran a small business. 4. Describe the proximity of the proposed use to residences. We currently have neighbors to the east and the south of the property. There is a neighborhood to the west of the building and farmland to the north. 5. Describe the surrounding land uses of the site and how the proposed use is compatible with them The land use around our property is residential and agricultural. It has an overall rural feel, with few neighbors and open fields. The church will, in general, be most active on Sundays with the current ambiance largely preserved the rest of the week. 6. Describe the hours and days of operation (i.e. Monday thru Friday 8:00 a.m. to 5:00 P. m ) The church intends to hold Sunday services in the building and on the property from roughly 10am to 12:30pm. Small gatherings may take place at various times during the week, and the church intends to hold office hours from roughly 7am to 6pm when needed. From time to time, hours of use may run outside of those times. 7. Describe the number of employees including full-time, part-time and contractors. If shift work is proposed, detail the number of employees, schedule and duration of shifts. We have 1 full-time pastor and 3 part-time staff members. We also have some volunteers that may work on -site. 8. Describe the maximum number of users, patrons, members, buyers or other visitors that the site will accommodate at any one time. We currently have around 170 people attending Sunday service and don't anticipate growing larger than 250. 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.). No livestock planned onsite 10. List the types and number of operating and processing equipment. None 11. List the types, number and uses of the existing and proposed structures. There is just one structure; the current building. The amphitheater proposed will be in the future but no additional structures are planned. 12. Describe the size of any stockpile, storage or waste areas. None 13. Describe the method and time schedule of removal or disposal of debris, junk and other wastes associated with the proposed use. None 14. Include a timetable showing the periods of time required for the construction of the operation Construction will be an interior remodel. It is anticipated to take about 4-6 months. 15. Describe the proposed and existing lot surface type and the square footage of each type (i.e. asphalt, gravel, landscaping, did, grass, buildings). The driveway and parking lot will be crushed asphalt. Landscaping will be natural native landscaping to save on watering. The site plan shows a proposed amphitheater. 16. How many parking spaces are proposed? How many handicap -accessible parking spaces are proposed? There are 87 proposed parking spaces, plus 6 parking spaces reserved for handicapped parking. 17. Describe the existing and proposed fencing and screening for the site including all parking and outdoor storage areas. There is currently a wood fence separating the property on the south boundary which we intend to keep. We will add a fence around the youth play area. The parking spaces will be situated on the east and north side of the building. 18. Describe the existing and proposed landscaping for the site. The landscaping will be modest and water -wise. There will be deciduous trees to shade parking and a kids' play area. A few shrubs will frame the front entrance. In the site plan, we show an amphitheater as well, which will be constructed in a future phase. 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. N/A 20. Describe the proposed fire protection measures. Our building will include a fire suppression system. Our fire meter tap is currently being approved by North Weld County Water District. 21. Explain how this proposal is consistent with the Weld County Comprehensive Plan per Chapter 22 of the Weld County Code. This application aligns with the Weld County Comprehensive Plan in that it will continue to respect Weld County's agricultural heritage, does not increase the density, will not reduce the number of farmable acres and does not interfere or infringe on the rights of others. We believe our project will protect the general welfare of the citizens of Weld County as we strive to serve our neighbors and community. 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.) Currently, this property is zoned Agricultural. According to Sec. 23-3-40 churches are allowed use within this zone. There is currently a 6,822 sf structure on the property that was used as a residential home and workshop. We do not plan to add any additional structures to the property. 23. Explain how this proposal will be compatible with future development of the surrounding area or adopted master plans of affected municipalities. This plan is compatible with the surrounding residential neighborhoods. Our church and this building will allow our members to enjoy a local house of worship and also provide opportunities to support the community in times of peace — and when hard times affect nearby residents. 24. Explain how this proposal impacts the protection of the health, safety and welfare of the inhabitants of the neighborhood and the County. This proposal only positively impacts the spiritual health, safety and welfare of the members who attend church, the neighborhood, and the County. 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. We plan to use drip irrigation for the trees and shrubs. There is a small area of native grass in the youth play area which will need sprinklers. The remaining property is currently natural seed and doesn't need irrigation. 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. N/A 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. N/A USE BY SPECIAL REVIEW (USR) ENVIRONMENTAL HEALTH QUESTIONNAIRE Answer the following questions per the Weld County Code, Chapters 14, 23 and 30. Please type on a separate sheet. If a question does not pertain to your proposal, please respond with an explanation — do not leave questions blank. 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 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. 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 permit due to the age of the existing on -site wastewater treatment system, apply for a on -site wastewater treatment permit through the Department of Public Health 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.) 3. If storage or warehousing is proposed, what type of items will be stored? 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. 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. 6. If there will be washing of vehicles or equipment on site, indicate how the wash water will be contained. 7. If there will be floor drains, indicate how the fluids will be contained. 8. Indicate if there will be any air emissions (e.g. painting, oil storage, etc.). 9. Provide a design and operations plan if applicable (e.g. composting, landfills, etc.). 10 Provide a nuisance management plan if applicable (e.g. dairies, feedlots, etc.). 11. Additional information may be requested depending on type of land use requested. USE BY SPECIAL REVIEW (USR) ENVIRONMENTAL HEALTH QUESTIONNAIRE (Revised 6/26/24) 1. The potable water source for the property is provided by a public tap serviced by North Weld County Water District. A copy of the will serve letter indicating that the water district will serve the tap for our intended purpose is included in our submission (numbered item 19). 2. The existing and proposed sewage disposal will be a septic system. The on -site wastewater treatment permit number is SP -2000314. The system will be updated to accommodate the needs of church use following the recommendations of a qualified engineer. 3. Warehousing is not proposed for this site. 4. Storage/stockpile of wastes, chemicals, and petroleum is not proposed for this site. 5. Fuel storage is not proposed for this site. 6. Washing of vehicles is not proposed for this site. 7. One floor drain is located in the boiler room and will only be used for clean water in the event of needing to drain the system. 8. There will not be air emissions from this site. 9. Not applicable for intended church use 10. Not applicable for intended church use PRELIMINARY DRAINAGE REPORT CALVARY CHURCH SEVERANCE USE -BY -SPECIAL REVIEW Recorded Exemption No. 0805-06-03 RECXI7-0026, lot A WEld County, CO May 6, 2024 PrEparEd for: Calvary Church Severance 35938 County Road 25 SEvErancE, CO 80615 903.714.5751 PrEparEd by: 12 Consultants, Inc. 16911 Potts PlacE MEad, CO 80542 PhonE: 970.217.9148 ProjEct NumbEr: 1105-I May 6, 2024 Ms. Melissa King, PE Development Review Engineer Weld County Planning Services 1402 N 17th Avenue Greeley, CO 80632 2 Consultants. Inc. I69I1 Potts Place, Mead, CO 97O.217.9148 troy@i2-consultants.com RE: Preliminary Drainage Report for Calvary Church Severance Use -By -Special Review Recorded Exemption No. 0805-06-03 RECX17-0026, Lot A Dear Ms. King: We are pleased to present this Preliminary Drainage Report for Calvary Church Severance Use -By -Special Review (USR) for your review and approval. This report has been prepared in general accordance with the Weld County Storm Drainage Criteria, found within the Weld County Code and the Urban Storm Drainage Criteria Manual (USDCM). We look forward to your favorable review of this project and report. Please do not hesitate to contact our office if you have any questions. Sincerely, i2 Consultants, Inc. Troy W. Campbell, PE Senior Project Engineer P reliminary Drainage Report Calvary Church Severance, 35938 CR 25, Weld County, CO May 6, 2024 OWNER'S CERTIFICATION Page 2 hereby certifies that the drainage facilities for Calvary Church Severance, Recorded Exemption No. 0805-06-03 RECX17-0026, Lot A Weld County, CO shall be constructed according to the design presented in this report. I understand that the County does not and will not assume liability for drainage facilities designed and/or certified by my Engineer. I also understand that Weld County relies on the representations of others to establish that drainage facilities are designed and constructed in compliance with County guidelines, standards, or specifications. Review by Weld County can therefore in no way limit or diminish any liability, which I or any other party may have with respect to the design or construction of such facilities. N ame of Responsible Party Attest: N otary Public Authorized Signature ENGINEER'S CERTIFICATION I hereby attest that this report for the final drainage design of Calvary Church Severance, Recorded Exemption No. 0805-06-03 RECX17-0026, Lot A Weld County, CO was prepared by me, or under my direct supervision, in accordance with the provisions of the Weld County Storm Drainage Design Criteria for the responsible parties thereof. I understand that Weld County does not and shall not assume liability for drainage facilities designed by others. Registered Professional Engineer State of Colorado No. 41159 (Seal) i2 Consultants, Inc. Preliminary Drainage Report Calvary Church Severance, 35938 CR 25, Weld County, CO May 6, 2024 Page 3 Preliminary Drainage Report Calvary Church Severance USR Recorded Exemption No. 0805-06-03 RECX17-0026, Lot A Weld County, CO Located within the West Half of the West Half of Section 6, Township 6 North, Range 66 West of the 6th P.M. County of Weld, State of Colorado TABLE OF CONTENTS Page I. GENERAL LOCATION AND DESCRIPTION A. Site Location B. Description of Property C. Proposed Project Description D. Flood Hazard and Relevant Drainage Studies II. DRAINAGE BASIN A. Overall Drainage Basin B. Sub -basin and Site Drainage III. DRAINAGE DESIGN CRITERIA A. Regulations B. Development Criteria Reference and Constraints C. Hydrological Criteria D. Hydraulic Criteria E. Variances from Criteria IV. DRAINAGE FACILITY DESIGN A. General Concept B. Specific Details C. Detention D. Permanent Water Quality E. Sediment and Erosion Control F. Maintenance of Drainage Facilities V. CONCLUSIONS A. Compliance with Standards B. Drainage Concept 4 5 5 6 9 VI. REFERENCES 10 VII. APPENDICIES 11 i2 Consultants, Inc. Preliminary Drainage Report Calvary Church Severance, 35938 CR 25, Weld County, CO May 6, 2024 I. GENERAL LOCATION AND DESCRIPTION Page 4 A. Site Location: The subject site is located in the west half of the west half of Section 6, Township 6 North, Range 66 West, of the 6t" Principal Meridian, County of Weld, State of Colorado. Furthermore, the project is located at the southeast corner of County Road 74 and County Road 25. The legal description for the subject site is Recorded Exemption No. 0805-06-03 RECX17-0026, Lot A. B. Site Description: The subject site is roughly 5.31 acres and is currently zoned Weld County A (Agricultural). The subject site consists of a single building, gravel access, landscaping and native vegetation. The proposed USR is to convert the existing single-family property into a site for the Calvary Church Severance. At this time, the proposed development would consist of installation of gravel parking for the church as well as the installation of ADA spaces along the northwest corner of the building. Furthermore, the future plans for the site may include a building addition and amphitheater. These potential future items are included in the drainage calculations provided in this report. Detention and water quality for the subject site will be provided onsite near the southwest corner of the subject site. The properties to the north, south and east are within Weld County and are also zoned A (Agricultural). The area to the west of County Road 25 is within Severance and zoned per Severance code. According to the Natural Resources Conservation Service (NRCS) Web Soil Survey, the native soils in this area are: • Kim Loam, 1 to 3 percent slopes (Map Unit Symbol #32), which is a Type A soil; Please refer to the NRCS soils information in the Appendix. There are no irrigation facilities within the subject property boundary. i2 Consultants, Inc. Preliminary Drainage Report Calvary Church Severance, 35938 CR 25, Weld County, CO May 6, 2024 C. Proposed Project Description: Page 5 The proposed USR is to convert the existing single-family property into a site for the Calvary Church Severance. At this time, the proposed development would consist of installation of gravel parking for the church as well as the installation of ADA spaces along the northwest corner of the building. D. Flood Hazard and Relevant Drainage Studies: The site is shown on FEMA panel 08123C1215E, effective 01/20/2016. The subject site is located with Zone X of the FEMA panel. I I . DRAINAGE BASIN A. Overall Drainage Basin: There is no Weld County Master Drainage Plan for this site. B. Sub -basin and Site Drainage: The subject site is roughly 5.31 acres and is currently zoned Weld County A (Agricultural). The subject site consists of a single building, gravel access, landscaping and native vegetation. The runoff for the subject site currently flows from east to west and north to south to the existing low point and 12" CMP in the southwestern corner of the subject site. Runoff then flows from north to south through the culvert and along the eastern side of County Road 25. There is off -site runoff that reaches the subject site from the residential property located northeast of the subject site. This runoff will be routed through the subject site to the proposed detention pond. III. DRAINAGE DESIGN CRITERIA A. Regulations: This report has been prepared in general accordance with Weld County Storm Drainage Criteria, found within the Weld County Code and the Urban Storm Drainage Criteria Manual (USDCM). i2 Consultants, Inc. Preliminary Drainage Report Calvary Church Severance, 35938 CR 25, Weld County, CO May 6, 2024 B. Development Criteria Reference and Constraints: Page 6 The increase in runoff from the proposed development will be routed through the proposed detention pond to be located in the southwestern corner of the subject site. C. Hydrological Criteria: Drainage design is in accordance with the adopted Weld County Storm Drainage Criteria, as well as the USDCM. The design storms for this project are the 10 -year and the 100 -year recurrence intervals. Runoff is calculated using the Rational Method since all basins are smaller than 160 acres. The Rational Method calculations are computed by the following: Q = ciA where: Q = Runoff in cubic feet per second c = Calculated runoff coefficient for design event i = Storm intensity in inches/hour A = Basin area in acres D. Hydraulic Criteria: Hydraulic calculations for the subject site will be completed with the subsequent drainage report. E. Variances from Criteria: No variances are being requested with this report. IV. DRAINAGE FACILITY DESIGN A. General Concept: The drainage patterns associated with the proposed improvements are generally consistent, to the extent practical and reasonable, with the existing site conditions. The estimated runoff for the site was determined using the Rational Method, as detailed above. The values for the rainfall intensity are based on the NOAA Atlas. Based on the direction of flow and existing drainage features the subject site has been divided into one (1) onsite drainage basins for this preliminary report. i2 Consultants, Inc. Preliminary Drainage Report Calvary Church Severance, 35938 CR 25, Weld County, CO May 6, 2024 B. Specific Details: Page 7 The drainage analysis for the subject area and the layout of the basins corresponds with the proposed drainage conditions. Basin A Basin A is composed of the subject site. The proposed drainage pattern for this basin is generally from east to west and then north to south to Design Point 1. Runoff will be conveyed via sheet flow and open channel flow. Runoff from the subject site will be detained in the onsite detention pond. The release rate from the detention pond was determined using the 5 -year historic release rate, the subject site area and an imperviousness of 2%, per Weld County Criteria. C. Detention Onsite detention will be provided as part of the subject improvements. The sizing for the proposed detention pond is based on the subject site area, proposed imperviousness and existing release rate. The required detention volume for the subject site has been calculated to be 0.48 ac -ft (based on the 100 -year, 2 -hour storm). This volume includes the water quality capture volume (WQCV) of approximately 0.043 ac -ft. The pond invert has been set at 4891.5 and pond top at 4893.5. The 100 -year volume will be up to elevation 4893.15. Based on existing conditions and elevation constraints, the pond has currently be designed to have 0.35 feet of freeboard. The proposed detention pond will outlet, via outlet structure to the existing 12" CMP under the subject site access road. D. Permanent Water Quality Permanent water quality will be provided in the proposed detention pond. The WQCV will be controlled by a water quality plate within the outlet structure for the pond. The detention and water quality pond shall be regularly inspected and maintained by the property owner (at least 1 time every six months & 2 times per year). The inspections should include a log for the date, items inspected, maintenance actions and any updates to the drainage system. Maintenance shall follow Chapter 6: BMP Maintenance of the MHFD, Volume III. i2 Consultants, Inc. Preliminary Drainage Report Calvary Church Severance, 35938 CR 25, Weld County, Co May 6, 2024 E. Sediment and Erosion Control Page 8 Several sediment and erosion control measures will be incorporated into the subject site construction. The initial sediment and erosion control measures to be installed shall include silt fence, as well as vehicle tracking control. After the initial grading operations, sediment control logs shall be installed in onsite swales for the subject site. As construction progresses, there will be a location designated for a concrete washout area. After the onsite access roadway and parking areas have final surface stabilization, sediment control logs shall be installed within swales adjacent to the improvements and remain until final landscaping or seeding has been completed. Inlet protection shall be installed around the proposed outlet structure. Additionally, any area that has been disturbed by construction activities and left exposed for more than fourteen (14) days, shall receive drilled seeding and straw mulch at 2 tons/acre, until permanent landscaping or ground cover has been provided. All stormwater quality and sediment/erosion control measures shall be regularly inspected and maintained during and after the completion of construction. Furthermore, sufficient care shall be taken by the contractor with materials handling and storage. The proposed measures for sediment and erosion control shall be updated as necessary during construction, as warranted by site conditions. F. Maintenance of Drainage Facilities The onsite drainage facilities shall be regularly inspected and maintained by the property owner. The inspections should include a log for the date, items inspected, maintenance actions and any updates to the drainage system. Any changes to the drainage system described in this report shall be submitted to Weld County for review and acceptance prior to construction. Per Weld County, alterations found during future inspections may result in a violation. The facilities shall be maintained at any time that erosion occurs in order to mitigate possible future erosion and to mitigate material leaving the subject site. Furthermore, items such as onsite culverts shall be cleaned and inspected on a regular basis. i2 Consultants, Inc. Preliminary Drainage Report Calvary Church Severance, 35938 CR 25, Weld County, CO May 6, 2024 Page 9 Onsite vegetation shall be maintained and replanted if necessary to establish vegetated groundcover. Irrigation facilities are required for proposed native seed establishment. All maintenance, at a minimum, shall follow Chapter 6: BMP Maintenance of the MHFD, Volume III. V. CONCLUSIONS A. Compliance with Standards: The preliminary drainage design is in general compliance with the Weld County Storm Drainage Criteria, found within the Weld County Code and the Urban Storm Drainage Criteria Manual (USDCM). B. Drainage Concept: The drainage patterns associated with the proposed improvements are generally consistent, to the extent practical and reasonable, with the existing conditions. The drainage design for this project should not negatively impact improvements downstream or the existing storm conveyances. i2 Consultants, Inc. Preliminary Drainage Report Calvary Church Severance, 35938 CR 25, Weld County, CO May 6, 2024 VI.REFERENCES Page 10 1. Weld County Storm Drainage Criteria, found within the Weld County Code. 2. Urban Drainage and Flood Control District, Drainage Criteria Manual Volumes 1, Revised August 2018, Volume 2, Revised September 2017 and the Volume 3, dated November 2010 and Updated October 2019. i2 Consultants, Inc. Preliminary Drainage Report Calvary Church Severance, 35938 CR 25, Weld County, Co May 6, 2024 VII.APPENDICIES Page 11 ❑ Vicinity Map ❑ FEMA & Existing Geotechnical Information ❑ Hydrologic Calculations ❑ Hydraulic Calculations ❑ Charts and Figures i2 Consultants, Inc. Vicinity Map A-1 Lake . aidr doe La Ice dive Fran kLi n Lake Rio el S tount "Road 74 Ae C vi iN rid n SITE © 2024 Microsoft Corporation © 2024 TomTom :gel La CO1j VICINITY MAP SCALD 1" = 1000' i2 Consultants, Inc. 16911 Potts Place Mead, Colorado 97O.217.9148 USR FOR CALVARY CHURCH SEVERANCE WELD COUNTY, CO CLIENT CALVARY CHURCH PROJECT NO: 1105-1 DATE: 05/06/2024 REVISED: • SHEET: 1 OF 1 FEMA & Existing Geotechnical Information i2 Consultants, Inc. B-1 National Flood Hazard Layer FIRMette FEMA Legend 104°50'10"W 40°31'36"N 104°49'32"W 40°31'9"N 0 250 500 1,000 1,500 08123 1 15E 1/2(0016 Not Printed Feet 2,000 1:6,000 SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone 4, V. 499 With BFE or Depth Zone AE, 40, AN, VF, AR Regulatory Floodway OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS CD O.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Future Conditions 1% Annual Chance Flood Hazard zone x Area with Reduced Flood Risk due to Levee. See Notes. Zone X Area with Flood Risk due to Levee Zone D NO SCREEN Area of Minimal Flood Hazard zone x Effective LOM Rs Area of Undetermined Flood Hazard Zone D - Channel, Culvert, or Storm Sewer milli Levee, Dike, or Floodwall 20.2 Cross Sections with 1% Annual Chance 1765 Water Surface Elevation 8 - - - - Coastal Transect vvve,59w1/2-#. Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary - - - - Coastal Transect Baseline - - - - Profile Baseline Hydrographic Feature Digital Data Available No Digital Data Available Unmapped The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. This map complies with FEMA's standards for the use of digital flood 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 5/2/2024 at 4:00 PM 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 not appear: 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. Basemap imagery Source: USGS National Map 2023 40° 31' 26" N 40° 31' 19" N ti C 104° 49' 57" \A/ 514180 514210 514240 514270 Map Scale: 1:1,600 if printed on A landscape (11" x 8.9') sheet. 0 20 40 80 Soil Map —Weld County, Colorado, Southern Part (Calvary Severance Church, USR) 514300 514300 Meters 120 514330 514330 Feet 0 50 100 200 300 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTT/1 Zone 13N WGS84 514360 514390 514390 514450 514480 514480 514510 N B-2 104° 49' 42" W 0 0 40° 31'26"N 40° 31' 19" N ,b Natural Resources lain Conservation Service Web Soil Survey National Cooperative Soil Survey 5/1/2024 Page 1 of 3 Soil Map —Weld County, Colorado, Southern Part (Calvary Severance Church, USR) MAP LEGEND Area of Interest (AO!) Area of Interest (AO1) ) Soils 0 I Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot a U vi? Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background ,; Aerial Photography 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. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 22, Aug 24, 2023 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 8, 2021 Jun 12, 2021 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 shifting of map unit boundaries may be evident. ,b Natural Resources lain Conservation Service Web Soil Survey National Cooperative Soil Survey 5/1/2024 Page 2of3 Soil Map —Weld County, Colorado, Southern Part Calvary Severance Church, USR B-4 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 32 Kim slopes loam, 1 to 3 percent 7.9 100.0% Totals for Area of Interest 7.9 100.0% e Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 5/1/2024 Page 3of3 40° 31' 26" N 40° 31' 19" N ti C 104° 49' 57' \A/ Hydrologic Soil Group —Weld County, Colorado, Southern Part (Calvary Severance Church, USR) 514180 514210 Map Scale: 1:1,600 if printed on A landscape (11" x 8.9') sheet. 0 20 40 80 Meters 120 Feet 0 50 100 200 300 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTT/1 Zone 13N WGS84 104° 49' 42" W 0 0 104° 49' 42" W B-5 40° 31'26"N 40° 31' 19" N ,b Natural Resources lain Conservation Service Web Soil Survey National Cooperative Soil Survey 5/1/2024 Page 1 of 4 10-40 Hydrologic Soil Group —Weld County, Colorado, Southern Part (Calvary Severance Church, USR) MAP LEGEND Area of Interest (AO!) Area of Interest (A01) ) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D kipii D Not rated or not available Soil Rating Points O O O A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background ,; Aerial Photography 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. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 22, Aug 24, 2023 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 8, 2021 Jun 12, 2021 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 shifting of map unit boundaries may be evident. ,b Natural Resources lain Conservation Service Web Soil Survey National Cooperative Soil Survey 5/1/2024 Page 2 of 4 Hydrologic Soil Group —Weld County, Colorado, Southern Part Calvary Severance Church, USR B-7 Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 32 Kim loam, slopes 1 to 3 percent A 7.9 100.0% Totals for Area of Interest 7.9 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, BID, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, BID, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified e Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 5/1/2024 Page 3of4 Hydrologic Soil Group —Weld County, Colorado, Southern Part Calvary Severance Church, USR B-8 Tie -break Rule: Higher e Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 5/1/2024 Page 4of4 Hydrologic Calculations i2 Consultants, Inc. i2 Basin Imperviousness Calvary Severance Church Weld County, CO BASIN A Land Use Area (ft2) Area (ac.) I r/o) Lawns, Clayey Soil 145,012.0 3.33 2 Roofs, Concrete 16,495.0 0.38 90 Asphalt - - 100 Gravel 59,793.0 1.37 40 Future Amphitheatre 10,000.0 0.23 25 Weighted Avg & Total Area 231,300.0 5.31 19.1 Consultants, Inc. 16911 Potts PlacE, MEad, CO 970.217.9148 troy@i2-consultants.com CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title: Catchment ID: Calvary Severance Church USR Existing Site I. Catchment Hydrologic Data Catchment ID = Area = Percent Imperviousness = NRCS Soil Type = Ex. Site 5.31 2.00 A Acres A, B, C, or D IL Rainfall Information I (inch/hr) = Cl * P1 /(C2 + Td)"C3 Design Storm Return Period, Tr = 01= C2= C3= P1= 5 28.50 10.00 0.786 1.41 years (input return period for design storm) (input the value of C1) (input the value of C2) (input the value of C3) inches (input one -hr precipitation --see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = Overide Runoff Coefficient, C = 5-yr. Runoff Coefficient, C-5 = Overide 5-yr. Runoff Coefficient, C = 0.00 0.01 0.00 0.01 Reach :3 (enter an overide C value if desired, or leave blank to accept calculated C.) (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration Reach 2�.- overland Reach 1 flow LEGEND O Beginning Flow Dirk do n C atc Ione nt B undar NRCS Land Type Conveyance Heavy Meadow 2.5 Tillage/ Field 5 Short Pasture/ Lawns 7 Nearly Bare Ground 10 Grassed Swales/ Waterways 15 Paved Areas & Shallow Paved Swales (Sheet Flow) 20 Calculations: Reach ID Overland Slope S ft/ft input Length L ft input 5-yr Runoff Coeff C-5 output NRCS Convey- ance input Flow Velocity V fps output Flow Time Tf minutes output 0.0167 300 0.01 N/A 0.17 28.80 1 0.0080 525 2 3 4 5 Sum 825 10.00 0.89 9.78 Computed Tc = Regional Tc = User -Entered Tc = IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 1.90 inch/hr Peak Flowrate, Qp = Rainfall Intensity at Regional Tc, I = 3.24 inch/hr Peak Flowrate, Qp = Rainfall Intensity at User -Defined Tc, I = 3.24 inch/hr Peak Flowrate, Qp = Calculated values for Tc & Qp are based on overide values entered for C & C-5. 38.58 14.58 14.58 0.10 0.17 0.17 cfs cfs cfs CSud-rational-v1.02a-BasinEXSITE.xls, Tc and PeakQ 5/5/2024, 6:29 PM CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title: Catchment ID: Calvary Severance Church USR Proposed Site - 10 -Year I. Catchment Hydrologic Data Catchment ID = Area = Percent Imperviousness = NRCS Soil Type = Pr. Site 5.31 19.10 A Acres A, B, C, or D IL Rainfall Information I (inch/hr) = Cl * P1 /(C2 + Td)"C3 Design Storm Return Period, Tr = 01= C2= C3= P1= 10 28.50 10.00 0.786 1.41 years (input return period for design storm) (input the value of C1) (input the value of C2) (input the value of C3) inches (input one -hr precipitation --see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = Overide Runoff Coefficient, C = 5-yr. Runoff Coefficient, C-5 = Overide 5-yr. Runoff Coefficient, C = 0.20 0.13 Reach :3 (enter an overide C value if desired, or leave blank to accept calculated C.) (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration Reach 2�.- overland Reach 1 flow LEGEND O Beginning Flow Dirk do n C atc Ione nt B undar NRCS Land Type Conveyance Heavy Meadow 2.5 Tillage/ Field 5 Short Pasture/ Lawns 7 Nearly Bare Ground 10 Grassed Swales/ Waterways 15 Paved Areas & Shallow Paved Swales (Sheet Flow) 20 Calculations: Reach ID Overland Slope S ft/ft input 0.0167 1 0.0080 2 3 4 5 Sum Length L ft input 5-yr Runoff Coeff C-5 output 300 0.13 525 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = Rainfall Intensity at Regional Tc, I = Rainfall Intensity at User -Defined Tc, I = 2.00 3.24 3.24 825 inch/hr inch/hr inch/hr NRCS Convey- ance input Flow Flow Velocity Time V Tf fps minutes output output N/A 0.19 25.68 10.00 0.89 9.78 Computed Tc = 35.46 Regional Tc = 14.58 User -Entered Tc = 14.58 Peak Flowrate, Qp = Peak Flowrate, Qp = Peak Flowrate, Qp = 2.09 3.39 3.39 cfs cfs cfs CSud-rational-v1.02a-Basin10YR Site.xls, Tc and PeakQ 5/5/2024, 6:29 PM C-4 CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title: Catchment ID: Calvary Severance Church USR Proposed Site - 100 -Year I. Catchment Hydrologic Data Catchment ID = Area = Percent Imperviousness = NRCS Soil Type = Pr. Site 5.31 19.10 A Acres A, B, C, or D IL Rainfall Information I (inch/hr) = Cl * P1 /(C2 + Td)"C3 Design Storm Return Period, Tr = 01= C2= C3= P1= 100 28.50 10.00 0.786 1.41 years (input return period for design storm) (input the value of C1) (input the value of C2) (input the value of C3) inches (input one -hr precipitation --see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = Overide Runoff Coefficient, C = 5-yr. Runoff Coefficient, C-5 = Overide 5-yr. Runoff Coefficient, C = 0.33 0.13 Reach :3 (enter an overide C value if desired, or leave blank to accept calculated C.) (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration Reach 2�.- overland Reach 1 flow LEGEND O Beginning Flow Dirk do n C atc Ione nt B undar NRCS Land Type Conveyance Heavy Meadow 2.5 Tillage/ Field 5 Short Pasture/ Lawns 7 Nearly Bare Ground 10 Grassed Swales/ Waterways 15 Paved Areas & Shallow Paved Swales (Sheet Flow) 20 Calculations: Reach ID Overland Slope S ft/ft input 0.0167 1 0.0080 2 3 4 5 Sum Length L ft input 5-yr Runoff Coeff C-5 output 300 0.13 525 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = Rainfall Intensity at Regional Tc, I = Rainfall Intensity at User -Defined Tc, I = 2.00 3.24 3.24 825 inch/hr inch/hr inch/hr NRCS Convey- ance input Flow Flow Velocity Time V Tf fps minutes output output N/A 0.19 25.68 10.00 0.89 9.78 Computed Tc = 35.46 Regional Tc = 14.58 User -Entered Tc = 14.58 Peak Flowrate, Qp = Peak Flowrate, Qp = Peak Flowrate, Qp = 3.46 5.61 5.61 cfs cfs cfs CSud-rational-v1.02a-Basin100YR Site.xls, Tc and PeakQ 5/5/2024, 6:30 PM Hydraulic Calculations i2 Consultants, Inc. DETENTION VOLUME BY THE MODIFIED FAA METHOD Project: Calvary Severance Church Basin ID: Site (For catchments less than 160 acres only. For larger catchments, use hydrograph routing method) (NOTE: for catchments larger than 90 acres, CUHP hydrograph and routing are recommended) Determination of MINOR Detention Volume Using Modified FAA Method Determination of MAJOR Detention Volume Using Modified FAA Method Design Information (Input): Design Information (Input,: Catchment Drainage Imperviousness la = 19.00 percent Catchment Drainage Imperviousness la = 19.00 percent Catchment Drainage Area A = 5.310 acres Catchment Drainage Area A = 5.310 acres Predevelopment NRCS Soil Group Type = A A, B, C, or D Predevelopment NRCS Soil Group Type = A A, B, C, or D Return Period for Detention Control T = 5 years (2, 5, 10, 25, 50, or 100) Return Period for Detention Control T = 100 years (2, 5, 10, 25, 50, or 100) Time of Concentration of Watershed Tc = 10 minutes Time of Concentration of Watershed Tc = 10 minutes Allowable Unit Release Rate q = 0.03 cfs/acre Allowable Unit Release Rate q = 0.03 cfs/acre One -hour Precipitation P1 = 1.14 inches One -hour Precipitation P1 = 2.78 inches Design Rainfall IDF Formula i = C,'* P1/(C2+TJ^C3 Design Rainfall IDF Formula i = Cl* P1/(C2+Tc)^C3 Coefficient One C1 = 28.50 Coefficient One C1 = 28.50 Coefficient Two C2 = 10 Coefficient Two C2 = 10 Coefficient Three C3 = 0.789 Coefficient Three C3 = 0.789 Determination of Average Outflow from the Basin (Calculated): Determination of Average Outflow from the Basin (Calculated): Runoff Coefficient C = 0.13 Runoff Coefficient C = 0.33 Inflow Peak Runoff Qp-in = 2.11 cfs Inflow Peak Runoff Qp-in = 13.06 cfs Allowable Peak Outflow Rate Qp-out = 0.16 cfs Allowable Peak Outflow Rate Qp-out = 0.16 cfs Mod. FAA Minor Storage Volume = 2,957 cubic feet Mod. FAA Major Storage Volume = 28,863 cubic feet Mod. FAA Minor Storage Volume = 0.068 acre -ft Mod. FAA Major Storage Volume = 0.663 acre -ft 10 <- Enter Rainfall Duration Incremental Increase Value Here (e.g. 5 for 5 -Minutes) Rainfall Duration minutes (input) Rainfall Intensity inches / hr (output) Inflow Volume acre-feet (output) Adjustment Factor "m" (output) Average Outflow cfs (output) Outflow Volume acre-feet (output) Storage Volume acre-feet (output) Rainfall Duration minutes (input) Rainfall Intensity inches / hr (output) Inflow Volume acre-feet (output) Adjustment Factor "m" (output) Average Outflow cfs (output) Outflow Volume acre-feet (output) Storage Volume acre-feet (output) 10 3.06 0.029 1.00 0.16 0.002 0.027 10 I 7.45 0.180 1.00 0.16 0.002 0.178 20 2.22 0.042 0.75 0.12 0.003 0.039 20 5.41 0.261 0.75 0.12 0.003 0.258 _ 30 1.77 0.050 0.67 0.11 0.004 0.046 30 4.31 0.312 0.67 0.11 0.004 0.308 40 1.48 0.056 0.63 0.10 0.005 0.051 40 3.62 0.349 0.63 0.10 0.005 0.344 50 1.28 0.061 0.60 0.10 0.007 0.054 50 3.13 0.378 0.60 0.10 0.007 0.371 60 1.14 0.065 0.58 0.09 0.008 0.057 60 2.77 0.402 0.58 0.09 0.008 0.394 70 1.02 0.068 0.57 0.09 0.009 0.059 70 2.50 0.422 0.57 0.09 0.009 0.413 80 0.93 0.071 0.56 0.09 0.010 0.061 80 2.28 0.439 0.56 0.09 0.010 0.429 90 0.86 0.073 0.56 0.09 0.011 0.062 90 2.09 0.455 0.56 0.09 0.011 0.444 100 0.80 0.076 0.55 0.09 0.012 0.064 100 1.94 0.469 0.55 0.09 0.012 0.457 _ 110 0.74 0.078 0.55 0.09 0.013 0.065 110 1.81 0.481 0.55 0.09 0.013 0.468 120 0.70 0.080 0.54 0.09 0.014 0.065 120 1.70 0.493 0.54 0.09 0.014 0.479 130 0.66 0.081 0.54 0.09 0.015 0.066 130 1.61 0.504 0.54 0.09 0.015 0.488 140 0.62 0.083 0.54 0.09 0.016 0.067 140 1.52 0.514 0.54 0.09 0.016 0.497 150 0.59 0.085 0.53 0.08 0.018 0.067 150 1.44 0.523 0.53 0.08 0.018 0.506 160 0.56 0.086 0.53 0.08 0.019 0.067 160 1.38 0.532 0.53 0.08 0.019 0.513 170 0.54 0.087 0.53 0.08 0.020 0.068 170 1.32 0.540 0.53 0.08 0.020 0.521 180 0.52 0.089 0.53 0.08 0.021 0.068 180 1.26 0.548 0.53 0.08 0.021 0.527 190 0.50 0.090 0.53 0.08 0.022 0.068 190 1.21 0.556 0.53 0.08 0.022 0.534 200 0.48 0.091 0.53 0.08 0.023 0.068 200 1.17 0.563 0.53 0.08 0.023 0.540 210 0.46 0.092 0.52 0.08 0.024 0.068 210 1.12 0.570 0.52 0.08 0.024 0.546 220 0.44 0.093 0.52 0.08 0.025 0.068 220 1.09 0.576 0.52 0.08 0.025 0.551 230 0.43 0.094 0.52 0.08 0.026 0.068 230 1.05 0.583 0.52 0.08 0.026 0.556 240 0.42 0.095 0.52 0.08 0.027 0.068 240 1.02 0.589 0.52 0.08 0.027 0.561 250 0.40 0.096 0.52 0.08 0.029 0.067 250 0.99 0.594 0.52 0.08 0.029 0.566 260 0.39 0.097 0.52 0.08 0.030 0.067 260 0.96 0.600 0.52 0.08 0.030 0.570 _ 270 0.38 0.098 0.52 0.08 0.031 0.067 270 0.93 0.606 0.52 0.08 0.031 0.575 280 0.37 0.099 0.52 0.08 0.032 0.067 280 0.90 0.611 0.52 0.08 0.032 0.579 290 0.36 0.099 0.52 0.08 0.033 0.067 290 0.88 0.616 0.52 0.08 0.033 0.583 300 0.35 0.100 0.52 0.08 0.034 0.066 300 0.86 0.621 0.52 0.08 0.034 0.587 310 0.34 0.101 0.52 0.08 0.035 0.066 310 0.84 0.626 0.52 0.08 0.035 0.591 320 0.33 0.102 0.52 0.08 0.036 0.066 320 0.82 0.630 0.52 0.08 0.036 0.594 330 0.33 0.103 0.52 0.08 0.037 0.065 330 0.80 0.635 0.52 0.08 0.037 0.598 340 0.32 0.103 0.51 0.08 0.038 0.065 340 0.78 0.639 0.51 0.08 0.038 0.601 _ 350 0.31 0.104 0.51 0.08 0.039 0.064 350 0.76 0.644 0.51 0.08 0.039 0.604 360 0.31 0.105 0.51 0.08 0.041 0.064 360 0.75 0.648 0.51 0.08 0.041 0.607 370 0.30 0.105 0.51 0.08 0.042 0.064 370 0.73 0.652 0.51 0.08 0.042 0.610 380 0.29 0.106 0.51 0.08 0.043 0.063 380 0.72 0.656 0.51 0.08 0.043 0.613 390 0.29 0.107 0.51 0.08 0.044 0.063 390 0.70 0.660 0.51 0.08 0.044 0.616 400 0.28 0.107 0.51 0.08 0.045 0.062 400 0.69 0.664 0.51 0.08 0.045 0.619 410 0.28 0.108 0.51 0.08 0.046 0.062 410 0.67 0.668 0.51 0.08 0.046 0.622 420 0.27 0.108 0.51 0.08 0.047 0.061 420 0.66 0.671 0.51 0.08 0.047 0.624 _ 430 0.27 0.109 0.51 0.08 0.048 0.061 430 0.65 0.675 0.51 0.08 0.048 0.627 440 0.26 0.110 0.51 0.08 0.049 0.060 440 0.64. 0.679 0.51 0.08 0.049 0.629 450 0.26 0.110 0.51 0.08 0.050 0.060 450 0.63 0.682 0.51 0.08 0.050 0.632 460 0.25 0.111 0.51 0.08 0.052 0.059 460 0.62 0.686 0.51 0.08 0.052 0.634 470 0.25 0.111 0.51 0.08 0.053 0.059 470 0.61 0.689 0.51 0.08 0.053 0.636 480 0.25 0.112 0.51 0.08 0.054 0.058 480 0.60 0.692 0.51 0.08 0.054 0.638 490 0.24 0.112 0.51 0.08 0.055 0.057 490 0.59 0.695 0.51 0.08 0.055 0.641 500 0.24 0.113 0.51 0.08 0.056 0.057 500 0.58 0.699 0.51 0.08 0.056 0.643 _ 510 0.23 0.113 0.51 0.08 0.057 0.056 510 0.57 0.702 0.51 0.08 0.057 0.645 520 0.23 0.114 0.51 0.08 0.058 0.056 520 0.56 0.705 0.51 0.08 0.058 0.647 530 0.23 0.114 0.51 0.08 0.059 0.055 530 0.55 0.708 0.51 0.08 0.059 0.649 540 0.22 0.115 0.51 0.08 0.060 0.055 540 0.55 0.711 0.51 0.08 0.060 0.651 550 0.22 0.115 0.51 0.08 0.061 0.054 550 0.54 0.714 0.51 0.08 0.061 0.652 560 0.22 0.116 0.51 0.08 0.063 0.053 560 0.53 0.717 0.51 0.08 0.063 0.654 570 0.21 0.116 0.51 0.08 0.064 0.053 570 0.52 0.720 0.51 0.08 0.064 0.656 580 0.21 0.117 0.51 0.08 0.065 0.052 580 0.52 0.722 0.51 0.08 0.065 0.658 _ 590 0.21 0.117 0.51 0.08 0.066 0.051 590 0.51 0.725 0.51 0.08 0.066 0.659 600 0.21 0.118 0.51 0.08 0.067 0.051 600 0.50 0.728 0.51 0.08 0.067 0.661 610 0.20 0.118 0.51 0.08 0.068 0.050 610 0.50 0.731 0.51 0.08 0.068 0.663 Mod. FAA Minor Storage Volume (cubic ft.) = 2,957 Mod. FAA Major Storage Volume (cubic ft.) = Mod. FAA Minor Storage Volume (acre -ft.) = 0.0679 Mod. FAA Major Storage Volume (acre -ft.) = UDFCD DETENTION BASIN VOLUME ESTIMATING WORKBOOK Version 2.35, Released January 2015 28,863 0.6626 CS ud-detention v2.35.xls, Modified FAA 5/5/2024, 6:34 PM DETENTION VOLUME BY THE MODIFIED FAA METHOD Project: Calvary Severance Church Basin ID: Site Inflow and Outflow Volumes vs. Rainfall Duration CD CD a, Ca) C a) E 0 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 ••• ••••••• • • • • •_ • u_J_OOOOO c I i 'I O 0 O O O O O r O r _ 0 100 200 300 400 Duration (Minutes) 500 600 Minor Storm Inflow Volume Minor Storm Outflow Volume Minor Storm Storage Volume t Major Storm Inflow Volume Major Storm Outflow Volume • Major Storm Storage Volume 700 UDFCD DETENTION BASIN VOLUME ESTIMATING WORKBOOK Version 2.35, Released January 2015 J CS ud-detention v2.35.xls, Modified FAA 5/5/2024, 6:34 PM D-3 STAGE -DISCHARGE SIZING OF THE WATER QUALITY CAPTURE VOLUME (WQCV) OUTLET Project: Calvary Severance Church Basin ID: Site WQCV WQCV Design Volume (Input): Catchment Imperviousness, l3 = Catchment Area, A = Depth at WQCV outlet above lowest perforation, H = Vertical distance between rows, h = Number of rows, NL = Orifice discharge coefficient, Co = Slope of Basin Trickle Channel, S = Time to Drain the Pond = Watershed Design Information (Input): Percent Soil Type A = Percent Soil Type B = Percent Soil Type C/D = Outlet Design Information (Output): 3 19.0 5.31 1 4.00 3.00 0.65 0.010 40 100 percent acres Diameter of holes, D = feet Number of holes per row, N = inches ft / ft hours cro Height of slot, H = Width of slot, W = Water Quality Capture Volume, WQCV = Water Quality Capture Volume (WQCV) = Design Volume (WQCV / 12 * Area * 1.2) Vol = Outlet area per row, A0 = Total opening area at each row based on user -input above, A0 = Total opening area at each row based on user -input above, A0 = 0.425 1 OR inches inches inches 0.082 watershed inches 0.036 acre-feet 0.043 acre-feet 0.14 square inches 0.14 square inches 0.001 square feet O 0 O O 0 O 0 O 0 0 0 0 O 0 O 0 O 0 0 O 0 SI O 0 O 0 0 O 0 O 0 o c O Cs 1 c Perforated 'late Examples 4 Central Elevations of Rows of Holes in feet E Flow Row 1 Row 2 Row 3 Row 4 Row 5 Row 6 Row 7 Row 8 Row 9 Row 10 Row 11 Row 12 Row 13 Row 14 Row 15 Row 16 Row 17 Row 18 Row 19 Row 20 Row 21 Row 22 Row 23 Row 23 5190.00 5190.33 5190.67 I i I I I I I I I I I I _ Collection Capacity for Each Row of Holes in cfs #N/A #N/A #N/A #NIA #VA #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #VA #VA #N/A #NIA #VA #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A OVA #N/A #VA #N/A #VA #NIA #VA #N/A #N/A #NIA #N/A #VA #VA #N/A #VA #NIA #N/A #N/A #VA #VA #VA #NIA #VA #VA #N/A #NIA #VA #VA #VA #N/A #VA #VA #N/A #NIA #VA #N/A #VA #NIA #VA #VA #N/A #NIA #N/A #VA #VA #N/A #VA #VA #N/A #NIA #VA #VA #VA #NIA #VA #N/A #N/A #NIA #N/A #VA #VA #N/A #VA #VA OVA #N/A #VA #N/A #N/A #NIA #VA #N/A #N/A #NIA #N/A #VA #VA #N/A #VA #NIA #N/A #N/A #VA #VA #VA #NIA #VA #VA #N/A #NIA #VA #VA #VA #N/A #VA #VA #N/A #NIA #VA #N/A #VA #NIA #VA #VA #N/A #NIA #N/A #VA #VA #NIA #VA #VA #N/A #NIA #VA #N/A #N/A #NIA #VA #N/A #VA #NIA #NIA #N/A #N/A #NIA #VA #VA #VA #N/A #VA #N/A #N/A #NIA #VA #N/A #VA #NIA #VA #VA #N/A _ #N/A #N/A #N/A #N/A I I #NIA Override Area Row 1 Override Area Row 2 Override Area Row 3 Override Area Row 4 Override Area Row 5 Override Area Row 6 Override Area Row 7 Override Area Row 8 Override Area Row 9 Override Area Row 10 Override Area Row 11 Override Area Row 12 Override Area Row 13 Override Area Row 14 Override Area Row 15 Override Area Row 16 Override Area Row 17 Override Area Row 18 Override Area Row 19 Override Area Row 20 Override Area Row 21 Override Area Row 22 Override Area Row 23 Override Area Row 24 CS ud-detention v2.35.xls, WQCV 5/5/2024, 6:34 PM D-4 STAGE -DISCHARGE SIZING OF THE WATER QUALITY CAPTURE VOLUME (WQCV) OUTLET Project: Calvary Severance Church Basin ID: Site WQCV STAGE -DISCHARGE CURVE FOR THE WQCV OUTLET STRUCTURE 1.20 0 1.00 0.80 0.60 0.40 0.20 0.00 I .00 0. 0 0.40 I 0.60 0.80 1.00 I 1i Discharge (cis) 0 J CS ud-detention v2.35.xls, WQCV 5/5/2024, 6:34 PM Charts and Figures i2 Consultants, Inc. Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/pfds/pfds_printpage.html?lat=40.5232&lon NOAA Atlas 14, Volume 8, Version 2 Location name: Eaton, Colorado, USA* Latitude: 40.5232°, Longitude: -104.8318° Elevation: 4894 ft** * source: ESRI Maps ** source: USGS POINT PRECIPITATION FREQUENCY ESTIMATES dliNFil a' 0- C Sanja Perica, Deborah Martin, Sandra Pavlovic, Ishani Roy, Michael St. Laurent, Carl Trypaluk, Dale Unruh, Michael Yekta, Geoffery Bonnin NOAA, National Weather Service, Silver Spring, Maryland PF_tabular I PF graphical I Maps & aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1 Average recurrence interval (years) Duration 1 2 I 5 10 [25 II 50 I 100 200 500 1000 5 -min 0.242 (0.192-0.305) 0.291 (0.231-0.367) 0.388 (0.306-0.490) 0.483 (0.378-0.613) 0.636 (0.491-0.864)1 0.771 (0.576-1.05) 0.922 (0.662-1.29) 1.09 (0.748-1.56) 1.34 (0.879-1.97) 1.54 (0.978-2.28) 10 -min 0.355 (0.281-0.447) 0.427 (0.338-0.538) 0.567 (0.448-0.717) 0.707 (0.554-0.897) 0.931 (0.719-1.26) 1.13 (0.843-1.54) 1.35 (0.970-1.89) 1.60 (1.10-2.29) 1.96 (1.29-2.88) 2.26 (1.43-3.33) 15 -min 0.433 (0.343-0.545) 0.520 (0.412-0.656) 0.692 (0.546-0.875) 0.862 (0.676-1.09) 1.14 (0.876-1.54) 1.38 (1.03-1.88) 1.65 (1.18-2.30) 1.95 j (1.34-2.80) 2.39 (1.57-3.52) 2.76 (1.75-4.06) 30 -min 0.583 (0.462-0.734) 0.699 (0.553-0.881) 0.927 (0.732-1.17) 1.15 (0.905-1.46) 1.52 (1.18-2.07) 1.85 (1.38-2.52) 2.21 (1.59-3.09) 2.62 (1.80-3.76) 3.22 (2.11-4.73) 3.72 (2.35-5.47) 60 -min 0.720 (0.571-0.907) 0.858 (0.680-1.08) 1.14 (0.898-1.44) 1.42 (1.12-1.80) 1.89 (1.46-2.58) 2.31 (1.72-3.16) 2.78 (2.00-3.89) 3.31 i (2.27-4.76) 4.10 (2.69-6.03) 4.75 (3.01-7.00) 2 -hr 0.858 (0.685-1.07) 1.02 (0.812-1.27) 1.35 i (1.07-1.69) 1.69 I (1.33-2.12) 2.25 I (1.76-3.06) 2.77 (2.09-3.76) 3.34 (2.43-4.65) 4.00 (2.77-5.70) 4.97 (3.30-7.25) 5.79 (3.70-8.43) 3 -hr 0.937 (0.751-1.16) 1.10 (0.885-1.37) 1.46 (1.16-1.82) I 1.83 il (1.45-2.29) 2.45 (1.92-3.31) 3.01 (2.28-4.08)L 3.65 (2.66-5.05) 4.38 (3.05-6.20) 5.46 (3.65-7.91) 6.36 (4.10-9.21) 6 -hr I 1.08 (0.868-1.32) 1.28 (1.04-1.58) 1.70 (1.37-2.10) 1 2.12 (1.69-2.63) 2.80 (2.21-3.72) 3.41 (2.60-4.55) 4.09 (3.01-5.58) 4.86 (3.42-6.79) 5.99 (4.04-8.57) 6.94 (4.51-9.92) 12 -hr 1.27 (1.03-1.55) 1.52 (1.23-1.85) 1.98 (1.60-2.43) 2.43 (1.96-2.99) 3.14 (2.48-4.09) 3.75 (2.88-4.92) 4.42 (3.27-5.94) 5.17 (3.66-7.12) 6.26 (4.25-8.82) 7.15 (4.70-10.1) 24 -hr 1.52 (1.25-1.84) 1.78 (1.46-2.16)J 2.27 (1.85-2.76) 2.73 (2.22-3.33) 3.46 i (2.75-4.45) 4.08 (3.16-5.30) 4.77 (3.56-6.33) 5.53 (3.95-7.52) 6.62 (4.55-9.23) I 7.53 (5.00-10.5) 2 -day 1.76 (1.45-2.10) 2.06 (1.70-2.48) 2.61 (2.14-3.14) 3.12 (2.54-3.76) 3.87 (3.09-4.90) 4.51 (3.50-5.76) 5.19 (3.89-6.78) 5.93 (4.27-7.94) 6.98 (4.83-9.59) 7.83 (5.26-10.8) 3-da Y 1.92 (1.59-2.29) 2.23 (1.84-2.66) 2.79 (2.30-3.33) 3.30 (2.70-3.96) 4.06 (3.25-5.10) 4.71L (3.67-5.97) 5.40 (4.07-7.00) 6.14 (4.45-8.17) 7.21 (5.02-9.83) ' 8.07 (5.45-11.1) 4 -day 2.04 (1.70-2.43) 2.36 (1.96-2.81) 2.94 (2.43-3.50) I 3.46 (2.84-4.13) 4.24 i (3.40-5.29) 4.89 (3.82-6.17) 5.58 (4.22-7.21) 6.34 (4.60-8.38) I 7.40 (5.18-10.0) 8.27 (5.61-11.3) 7 -day 2.31 (1.93-2.72) 2.71 I (2.26-3.19) 3.39 (2.82-4.00) 3.97 (3.28-4.72) 4.82 (3.87-5.92) 5.50 (4.31-6.84) 6.20 (4.71-7.89) 6.94 (5.06-9.05) 7.95 (5.59-10.6) 8.75 (5.99-11.8) 10 -day 2.55 (2.14-2.99) 3.76 (3.14-4.43) 4.40 (3.65-5.20) 5.30 (4.26-6.45) 5.99 (4.71-7.39) 6.70 (5.10-8.45) 7.43 (5.44-9.60) 8.40 (5.93-11.1) 9.15 (6.30-12.3) 20 -day 3.28 (2.77-3.81) 3.82 (3.22-4.44) 4.68 (3.94-5.46) 5.40 (4.51-6.31) 6.37 (5.15-7.64) 7.10 (5.63-8.64) 7.84 (6.01-9.74) 8.57 (6.32-10.9) 9.52 (6.78-12.5) 10.2 (7.13-13.6) 30 -day 3.86 (3.27-4.46) 4.45 (3.77-5.15) 5.40 (4.56-6.26) 6.17 (5.18-7.18) 7.21 (5.85-8.58) 7.99 (6.36-9.65) 8.76 (6.75-10.8) 9.52 i (7.07-12.0) 10.5 (7.52-13.6) 11.2 (7.87-14.8) 45 -day 4.54 (3.86-5.22)J 5.22 (4.44-6.00) 6.30 (5.34-7.26) 7.17 (6.05-8.30) 8.33 (6.78-9.84) 9.19 (7.34-11.0) 10.0 (7.76-12.3) 10.8 (8.08-13.6) 11.9 (8.54-15.3) 12.6 (8.89-16.5) 60 -day 5.07 (4.33-5.81) 5.85 (4.99-6.70) 7.08 (6.02-8.13) 8.06 (6.82-9.29) 9.34 (7.63-11.0) 10.3 (8.24-12.2) 11.2 (8.68-13.6) 12.0 (9.01-15.0) 13.1 (9.48-16.8) 13.9 (9.83-18.1) 1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top PF graphical 1 of 4 5/1/2024, 11:04 AM Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/pfds/pfds_printpage.html?lat=40.5232&lon= E-2 Precipitation depth (in) 14 12 p C 10 C O PD -based depth -duration -frequency (DOE) curves Latitude: 40.5232°, Longitude:-1O4.8318t 2 5 tQ 25 50 100 200 N0AA Atlas 14, Volume 8, Version 2 r. r -t Average recurrence iritervafi (years) To I, "t, 6 6 LA6 'N rt� Tt 500 1000 Created (0 411 Wed May 1 17:04:112024 Back to Top Maps & aerials Small scale terrain Average recurrence interval (years) 1 2 5 10 25 50 100 200 500 1000 Duration 5-r't n 1G-irrnn 15 -►►n ri - 30 -man 60 —mm — 2 -hr a - 34w a 6Mf 12 -hr 24 -hr 2 -day 3 -day 4 -day 7 -day 10 -day 20 -day 30 -day 45 -day 6O -day. 2 of 4 5/1/2024, 11:04 AM Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/pfds/pfds_printpage.html?lat=40.5232&lon= ,.Sev 4. 3km t I 2mi S Large scale map = Jr Large scale terrain the enn.e Fort Collins I S; eareeSy Longmont oB ourd er k 100km Ul, 60mi L _ Large scale aerial er E -3 3 of 4 5/1/2024, 11:04 AM Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/pfds/pfds_printpage.html?lat=40.5232&lon= E-4 Back to Top US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service National Water Center 1325 East West Highway Silver Spring, MD 20910 Questions?: HDSC.Questions@noaa.gov Disclaimer 4 of 4 5/1/2024, 11:04 AM Dust Abatement Plan for Calvary Severance Our driveway and parking will be gravel or crushed asphalt so dust will be minimal. Calvary Severance is would implement a dust abatement program, if needed to reduce dust emissions and enhance the overall quality of life for residents living nearby. We propose water application on Sunday mornings before our service (primary traffic day) which should help mitigate dust. /coda. Consult LLC Transportation Memorandum To: From: Date: Subject: Town of Severance, Planning and Engineering Stan Everitt, Everitt Companies Shana Morgan, Bluestar Capital Advisors Ruth Rollins, PE, Rollins Consult LLC May 11, 2023 Transportation Study — RV Storage Legacy Farm — Severance The following memorandum was prepared to address the potential impacts of the proposed Legacy Farm RV storage project, in the Town of Severance. The location of the site is shown on Figure 1. The site plan is depicted on Figure 2. This study is required as part of the development application. The study provides existing daily traffic volumes on WCR 25, estimates of traffic related to the RV storage, total traffic projections on WCR 25 with the completion of the project, and an evaluation of the need for roadway improvements. Existing Conditions WCR 25 is a north/south unpaved road that exists between Harmony Road and State Highway 392. The Town of Severance Transportation Plan, June 2021, identifies WCR 25 as a minor arterial in the long range plan. There is no posted speed limit. Daily traffic counts were conducted in May 2023, on WCR 25 at two locations, south of Harmony Road and south of the site access drive. The count data is provided in Appendix A. The daily traffic volumes are provided on Figure 3. As shown on the figure, currently there are 200 daily trips on WCR 25 south of Harmony Road (WCR 74) and 105 daily trips on WCR 25 south of the site access. Project Traffic The proposed site plan shown on Figure 2, is designed with access at the current site driveway. The site could allow for up to 480 RV storage spaces. Transportation studies for proposed developments first estimate the trip generation of the project. The Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition was reviewed and data for an RV storage facility is not available. Other sources of data were researched. The firm Sustainable Traffic Solutions, Inc., performed trip generation studies at two RV and Boat "avo, ConSUlt - Legacy Farm RV Storage Memo 1 May 11, 2023 storage facilities in Weld County. The studies were performed for both the weekday and Sunday evening peak hours. The resulting trip generation rates are shown in Table 1. Table 1 - Trip Generation Rate Land Use I Size I Trip Generation Rates Land Use Land Use Code Trips spaces per 100 Daily PM Sunday IN Out Total IN Out Total RV and Boat Storage NA , 8.12 0.36 0.48 0.84 1.75 1.57 3.32 PM and Sunday based on data collected by Sustainable Traffic Solutions documented in the Route 52 RV Traffic Impact Study, Weld County, Colorado August 28, 2017. Daily based on both the Sustainable Traffic Solutions rates and ITE 11th Edition Trip Generation Daily and PM peak hour rates for Mini Warehouse/Self Storage ITE Code 151 The daily trips were estimated using the Trip Generation Manual using the mini warehouse/self-storage land use (ITE Code 151). A comparison was made between the PM peak hour and the daily trips for this use. The daily trips are a factor of 9.67 higher than the PM peak hour total trips. This factor was applied to the PM peak hour rate for the RV Storage of 0.84. The resulting daily trip rate per 100 RV storage spaces is 8.12. The trip generation rates from Table 1 were applied to the proposed site with 480 RV storage spaces. The resulting trip generation of the proposed project is provided in Table 2. As shown in the table, it is anticipated that 39 daily, 4 PM peak hour, and 16 Sunday peak hour trips. Table 2 - Estimated Project Trips Land Use I Project I Peak Hour Trips Land Use Land Use Code Size/100 Spaces Daily PM Sunday IN Out Total IN 1 Out Total RV and Boat Storage NA 4.8 39 2 2 4 8 8 16 Future Total Traffic The future total traffic on WCR 25 was developed by factoring the existing traffic by 2% per year for 3 years (representing background 2026 traffic) and adding the project traffic. It was assumed that traffic to/from the project would be evenly distributed to the north and south on WCR 25. This results in 20 daily trips north and south of the site access. The resulting daily traffic on WCR 25 is shown on Table 3. "avo, ConSUlt - Legacy Farm RV Storage Memo 2 May 11, 2023 Table 3 - Total 2026 Daily Traffic WCR 25 Existing Background 2026 Project Traffic Total South Of Harmony 200 212 20 232 South Of Site Driveway 105 111 20 131 As shown in the table, the total future traffic on WCR 25, with the proposed project, is estimated at 232 daily trips south of Harmony Road and 131 trips south of the site driveway. Roadway Analysis The Town of Severance utilizes Weld and Larimer County standards to establish the need for auxiliary lanes at the site access and paving of WCR 25. The Weld County Engineering and Construction Criteria, January 2021, was used for the analysis of auxiliary lanes, and the Larimer County Rural Area Road Standards, October 22, 2007, for the roadway paving criteria. The Weld County auxiliary lane standards require a left -turn lane on arterials if the turning volume is 10 vph and require a right -turn lane if the turning volumes are 25 vph (Table 8-4). This standard assumes the roadway is paved. The proposed project will generate 2 PM peak hour inbound and 8 Sunday peak hour inbound trips. These would be distributed from the north and south. The projected volumes will not require auxiliary lanes. Table 4-2 ,within the Larimer County standard, establishes a surface type threshold on mainline county roads as the following: • 50 ADT (Average Daily Traffic) is gravel or native materials, • between 51 to 399 ADT is gravel, • greater than 400 ADT is HMA (Hot Mix Asphalt). The projected WCR 25 daily volumes of 232 to 131 ADT fall within the 51 to 399 ADT range. The standards require gravel roadways with an ADT that is higher than 200 to be chemically treated. Conclusions The proposed Legacy Farm RV Storage is estimated to generate 39 daily, 4 PM peak hour, and 16 Sunday evening peak hour trips. No roadway improvements are necessary. A@4L1 ConSUlt - Legacy Farm RV Storage Memo 3 May 11, 2023 Figure 1 - Project Location ice Middle School Weld County Rd 74 _ I ' _1 5 70 Project Location 392 a C. 5 17) eZ 72 - 1.1LI !1 Pit Alum PIaM r;1 1 1 Lt Pti AMuna3 PIaM a CZ Pti Atunco PlaM I 70 Keyboard shortcuts Map data ©2023 Google Terms of Use Report a map error 3 j 1'A Consult - Legacy Farm RV Storage Memo 4 May 11, 2023 Figure 2 - Site Plan 1 LOT B RECX17-0026 (6.4 AC) l LOT 1 AGRICULTURE WITH / FUTURE ESTATE (38.5 AC) SPACES (16) MILES LATERAL OUTPARCEL LOT C RECX17-0026 (2.7 AC) _U2 r HOU, E 1 _ LEGACY FARM - CONCEPT PLAN 3.1.23 -S.9UD FENCING SHOP (EX.} ARAG (a) PASTURE E UIP BA N (EX.) L-EIVESIOCK PENS (FX.) HAY BARN (EX.) RSE BAR EX.) IMPLEMENT STORAGE (EX.) HAY BARN (CX.) EZZD SOLID FENCING 20.480 SPACES ANNEXATION BOUNDARY PASTURE AGRICULTURE PULL -THROUGH ROUHARD LATERAL N LOT 2 STORAGE (10.1 AC) SOUD FENCING EXISTING AGRICULTURE - NOT A PART OF THIS PROJECT (87.2 AC) 4010 - APPROXIMATE DEVCO EASEMENT I I DITCH ROAD + FARM ACCESS EMERGENCY ACCESS GATE C 201 120 100' Nori SCALE 1' =E0' -C' 1'A Consult - Legacy Farm RV Storage Memo 5 May 11, 2023 Figure 3 - Current Daily Traffic Volumes ra W 4th Ave Seve�rance1 0 1 �m S John L Ktesery c "ante High School centrei' Av East 4th Ave Weld County Rd 74 Jay Ave Harrow sr !r•Buckrake sr t A; a Eitas tarn Dr tendon Wy and tho�llel p stab, o rraN Ridge DS et 42 6- c, rE C XXDaily Traffic w I a S. n r poem's Rlelnoa - Keyboard shortcuts Map data O2023 Google Terms of Use Report a map error 1'A Consult - Legacy Farm RV Storage Memo 6 May 11, 2023 Appendix - Daily Traffic Count Data Location: WCR 25 S/O WCR 74 Date Range: 5/2/2023 - 5/8/2023 Site Code: 01 DATA SOLUTIONS Time Tuesday 5/2/2023 Wednesday 5/3/2023 Thursday 5/4/2023 Friday 5/5/2023 Saturday 5/6/2023 Sunday 517/2023 Monday 5/8/2023 Mid -Week Average NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 0 0 0 - - - - - - - - - - - - - - - - 0 0 0 1:00 AM 2:00 AM 3:00 AM 2 1 3 - - - - - - - - - - - - 2 1 3 0 0 0 - - - - - - - - - - - - - - - 0 0 0 0 0 0 - - - - - - - - - - - - 0 0 0 4:00 AM 0 0 0 - - - - - - - - - - - - - - 0 0 0 5:00 AM 1 1 2 - - - - - - - - - - - 1 1 2 6:00 AM 4 3 7 - - - - - - - - - - - - - - - 4 3 7 8 9 17 7:00 AM 8 9 17 - - - - - - - - - - - - - - - - - 8:00 AM 6 8 14 - - - - - - - - - - - - - - - - - 6 8 14 9:00 AM 7 8 15 - - - - . - - . - - 7 8 15 10:00 AM 4 3 7 - - - - - - - - - - - - - - - - - 4 3 7 11:00 AM 12:00 PM 1:00 PM 7 4 11 - - - - - - - 7 10 4 11 3 13 10 3 13 - - - - - - - - - - - - - - - - - - 3 6 9 3 6 9 - - - - - - - - - - - - - - - - - - 2:00 PM 9 7 16 - - - - - - - - - - - - - - - - 9 7 16 3:00 PM 4:00 PM 5:00 PM 10 10 20 - - - - . - - - - 10 10 20 10 4 14 - - - - - - - - - - - - - 10 4 14 10 8 18 - - - - - 10 8 18 6 3 9 - - - - - - - - - - - - - 6:00 PM 6 3 9 7:00 PM 8:00 PM 9:00 PM 5 1 6 - - - - - - - - - - - 5 1 6 8 8 16 - - - - - - - - - - 8 8 16 0 3 3 0 3 3 - - - - - - 10:00 PM 0 0 0 - - - - - - - - - - 0 0 0 11:00 PM 0 0 0 - - - - 0 0 0 Total Percent 110 90 200 55% 45% - a_ 110 90 200 55% 45% - AM Peak Vol. 07:00 07:00 07:00 8 9 17 - 07:00 07:00 07:00 8 9 17 PM Peak Vol. 12:00 15:00 15:00 10 10 20 12:00 15:00 15:00 10 10 20 1. Mid -week average includes data between Tuesday and Thursday. TJ Wethington: 72O-646-1OO8 tj.wethington@idaxdata.com 1 PL, ConSUlt - Legacy Farm RV Storage Memo 7 May 11, 2023 Location: WCR 25 S/O Driveway Date Range: 5/2/2023 - 5/8/2023 Site Code: 02 P, DATA SOLUTIONS Tuesday i Wednesday i Thursday i Friday i Saturday I Sunday Monday Mid -Week Average I ime . ,: NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 0 0 0 - - - - - - - - - - - - - - - - - 0 0 0 1:00 AM 0 0 0 - - - - - - - - - 0 0 0 2:00 AM 0 0 0 - - - - - - - - - - - - - - - 0 0 0 3:00 AM 0 0 0 - - - - - - - - - - - 0 0 0 0 0 0 0 0 0 - - - - - - - - - - - - - 4:00 AM 5:00 AM 1 4 5 - - - - - - - - - - 1 4 5 6:00 AM 1 3 4 - - - - - - - - - - - - 1 3 4 7:00 AM 2 10 12 - - - - - - - - 2 10 12 8:00 AM 5 4 9 - - - - - - - 5 4 9 9:00 AM 4 2 6 - - - - - - - - - - 4 2 6 0 1 1 10:00 AM 0 1 1 - - - - - - - - - 11:00 AM 12:00 PM 1:00 PM 6 3 9 6 1 4 3 9 2 3 2 6 1 2 3 - - - - - 4 2 6 2 3 5 2 3 5 - - - - - - - - 2:00 PM 3:00 PM 2 3 5 - - - - - - - 2 3 5 4:00 PM 6 6 12 - - - - - - 6 6 12 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 5 4 9 - 5 4 9 2 2 4 2 2 4 - - - - - - - - 7 1 8 7 1 8 - - - - - - 3 4 7 - - - - - - 3 4 7 0 0 0 0 0 0 10:00 PM 0 0 0 - - - - - - 0 0 0 11:00 PM 0 0 0 0 0 0 Total .�° 51 54 105 - 51 54 105 49% 51% AM Peak Vol. 11:00 07:00 07:00 6 10 12 11:00 07:00 07:00 6 10 12 PM Peak Vol. 19:00 16:00 16:00 7 6 12 19:00 16:00 16:00 7 6 12 1. Mid -week average includes data between Tuesday and Thursday. TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 1 PL, ConSUlt - Legacy Farm RV Storage Memo 8 May 11, 2023 law Consult LLC MEMORANDUM To: Melissa King, Weld County Josh Green, Calvary Church Jeanna Whipple, Calvary Church From: Ruth Rollins, PE, Rollins Consult LLC Date: November 22, 2024 (original January 4, 2024) Subject: Transportation Analysis - Calvary Severance Church The following is an analysis of the transportation conditions near the proposed Calvary Severance Church to be located at the southeast corner of WCR 25 at WCR 74 (Harmony Road). The site location is shown on Figure 1 and the site plan is on Figure 2. The transportation analysis will look at the following items. • A description of WCR 25 and WCR 74 near the project site. • Trip generation estimates for the Church. • Conclusions Existing Conditions WCR 25 is a north/south unpaved road that exists between Harmony Road and State Highway 392. The Town of Severance Transportation Plan, June 2021, identifies WCR 25 as a minor arterial in the long range plan. There is no posted speed limit. WCR 74 is a two-lane east/west highway that serves numerous towns in northern Colorado. Currently, the speed limit is posted at 45 mph near the project site. There are no usable shoulders along the road. Weld County has a County Road 74, Access Control Plan, dated September 2020. WCR 74 is planned to be a four -lane rural road between Severance and Eaton. This will include paved shoulders and a central ditch median. The access control plan includes the intersection of WCR 25 at WCR 74. No access along the northern edge of the project site (adjacent to WCR 74) is allowed. The intersection of WCR 25 at WCR 74 is a T -Stop controlled intersection with a private driveway on the north side. WCR 25 is controlled by the stop sign. A site visit was performed on December 31, 2023. At the project driveway to WCR 25, there is adequate sight distance. The project driveway is located at the southern edge of the site and aligns with a driveway on the west side to a residence. The site plan, shown on Figure 2, depicts the location of the project driveway. Calvary Severance Church 1 November 22, 2024 Waco/ Consult LLC Figure 1 - Site Location '2nd Ave Severance W Atli Ave a S V I U c as a 1 9 The Slough rt do John Law Reservoir eidenvl Wy 3 East 4th Ave Weld County Rd 74 -I a an day Ave. . Narrow Sr [iltdirake St I Ekes, 7,m y talon Wy Project Site -+1 Tinstnen Ave Figure 2 - Project Site Plan A N Weld County Rd 74 L r USE -BY -SPECIAL REVIEW FOR CALVARY CHURCH SEVERANCE LOT A, RECORDED EXEMPTION NO. 0805-D6-03 RECX1T-0026 LOCATED IN THE WEST HALF OF SECTION 6, TOWNSHIP $ NORTH, RANGE 66 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD. STATE OF COLORADO NOTES :in .vt Itrd.• \ A4 •.illl to n all -.a vl. I -:It • MI .9d W.-• a to L.1-.. _&.l it • u..m Fvl. • uac.4'�l-•nJ;._=0. Cci chG'wtp 54: I:II:'I.i rt.:T.1. 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Wtatr.(rl, CAW • tit w II 1 ' r: Si 4r I r Imo— 'S. % - •r —). y n, r-uio'I, a IPJ.Itr.EJV41_ iCH r rnrnr LTO: Ills alt+:Ib i,,I . 4a-Ctnerstn,acnmmn toe :vain a,Jnnlnl.wa..n rl kite mrs.. ,•.n.. srw.• sr. WI Fos a . I tr. P...•.. r.•....R.n . 1 aye pi -i ea.AW:k.'•....<rl.l Fit.w •.iam Srtlbo.aa .re. r- a ar r.rar N'ww_, K .IM-rJ Gtr 511*ct. rfl'Ia..li'r ln4la. -�J I H I l-1 I 5S_k:EY Itraw w$wl'rbelow. Callbebro you op. t — � — i..• .r.. 165 . •I a.l r P. DNirar QF CCtury Cfi''Jt.VDNEa.3 CEa':latt,,r.-. qb IrilIt n Ip ',t.l t. $yv.l5'. I I. Ivil•Ve 1 n. IF Aar stet. ' 3.w •' fa. a--- ••l.•k J It at Aaw.:rrtnaarr.r %LI.,v' Ike F: kedi Fr.Mr.nl N ,ems vary* I?wilt r rt:an a I o.0•_rd'aC, FR—ara C LiJ rn.. i1WirA•-Pa nw..n L!^nP \me rezerr on w triter a+: Chrrr V rl4 I. I' .s. dare i2 Consultants. Inc 1G911 Potts Platt Wad. Colorado 97O.aisi-aa ia r ' e, r LI F it .. of sj o:. Jl i. J m ;rat rc Ill 3gg g co f C b,^ ljW ¢, �L LY p - J N 1W S } r t4 NA :•vj- /4 :over x .kcW •K -- - •4r ..• ^ 1'l. I SHEET JSR Calvary Severance Church 2 November 22, 2024 law Consult LLC Project Traffic The proposed Church is anticipated to provide 238 seats. Transportation studies for proposed developments first estimate the trip generation of the project. The Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition was utilized to determine the trip generation of the Church for both a weekday and a Sunday. The resulting trips are shown in Tables 1 and 2 for a weekday and Sunday, respectively. As shown in Tablet, it is anticipated that 205 daily, 17 AM peak hour, and 24 PM peak hour trips. Table 2 shows the trips for a Sunday with an estimated 526 daily and 121 peak hour trips. Table 1 - Estimated Weekday Project Trips ITE Land Use Code I Project I Weekday Trip Generation Land Use Land Use Code Size (Seats) Daily AM PM IN I Out 1 Total IN Out Total Church 560 238 205 10 7 17 11 13 24 Table 2 - Estimated Sunday Project Trips ITE Land Use Code I Project I Sunday Trip Generation Land Use Land Code Use Size Seats Daily Peak IN Out Total ;Church 560 238 526 59 62 121 Operations Before/After Church Services The estimated trips for a Sunday during the peak hour of the church estimated 59 inbound and 62 outbound trips. During the field observations, there is very little traffic currently on WCR 25 and therefore there should not be congestion at the church entrance. However, based on discussions with Weld County staff, the County requires that if traffic on WCR 25 becomes congested due to church attendees, personnel be assigned to control traffic. Any personnel should be trained in safe traffic control. Off - duty law enforcement officers are a good resource. Conclusions The proposed Calvary Severance Church is designed with a driveway at the far southern boundary which provides the greatest amount of distance between the driveway and WCR 74. The estimated peak hour trip generation is low during the weekday. Based on field observations, it is not anticipated that congestion will occur on WCR 25 during Sunday church services. If traffic flows on WCR 25 begin to back up and impact safe traffic operations, the County may require a traffic control plan per Weld County Engineering Construction Criteria Manual. Improvements within the public right-of-way are not anticipated to be necessary. Calvary Severance Church 3 November 22, 2024 qea,.. Consult LLC MEMORANDUM To: From: Date: Subject: Melissa King, Weld County Josh Green, Calvary Church Monica Pettypool, on behalf of Calvary Church Ruth Rollins, PE, Rollins Consult LLC January 4, 2024 Transportation Analysis - Calvary Severance Church The following is an analysis of the transportation conditions near the proposed Calvary Severance Church to be located at the southeast corner of WCR 25 at WCR 74 (Harmony Road). The site location is shown on Figure 1 and the site plan is on Figure 2. The transportation analysis will look at the following items. • A description of WCR 25 and WCR 74 near the project site. • Trip generation estimates for the Church. • Conclusions Existing Conditions WCR 25 is a north/south unpaved road that exists between Harmony Road and State Highway 392. The Town of Severance Transportation Plan, June 2021, identifies WCR 25 as a minor arterial in the long range plan. There is no posted speed limit. WCR 74 is a two-lane east/west highway that serves numerous towns in northern Colorado. Currently, the speed limit is posted at 45 mph near the project site. There are no usable shoulders along the road. Weld County has a County Road 74, Access Control Plan, dated September 2020. WCR 74 is planned to be a four -lane rural road between Severance and Eaton. This will include paved shoulders and a central ditch median. The access control plan includes the intersection of WCR 25 at WCR 74. No access along the northern edge of the project site (adjacent to WCR 74) is allowed. The intersection of WCR 25 at WCR 74 is a T -Stop controlled intersection with a private driveway on the north side. WCR 25 is controlled by the stop sign. A site was visit performed on December 31, 2023. At the project driveway to WCR 25, there is adequate sight distance. The project driveway is located at the southern edge of the site and aligns with a driveway on the west side to a residence. The site plan, shown on Figure 2, depicts the location of the project driveway. Calvary Severance Church 1 January 4, 2024 wa. Consult LLC Figure 1 - Site Location 3 2 0 QN • d co P e 2 S t 3 z 4 42nd A Severance w 4th Ave a Reservo fowl East 4th Ave Weld County Rd 74 a Project Site Figure 2 - Project Site Plan A N Weld County Rd 74 9, CA APPROXIMATE LOCATION OF I EXISTING FIRE HYDRANT SITE PLAN EXHIBIT VARY SEVERANCE DATE PRINTED January 4, CHURCH 2024 WELD COUNTY RD 74 d O X 20' PIPELINE / 10 ' MOUNTAIN STATES EASEMENT / _-al - I & TELEPHONE COMPANY EASEMENT FRO RUllJRE Mt,- SAN SEPTIC LEACH FIELD/ I / ep (3) 24' ' 24' SHADE STRUCTURE -'4 L J / / $ 40' FUTURE ADDISON ENVELOPE / �+ f o O AMPHITHEATER /•�..: - t .AIO lir O4 I�ROW �0�`.:.:•:•:.:::::•:•:.. • . '1 \\\\ 12 12 �tt;1 4' ``a��`r•r•Li;_ '�• I I.I 6i I (7 I f1 �! c.) ligi\ ry�.-. art R ' 23' / 9-p ;PLAYGROUND 33 11 - - II i 30' DECORATIVE FENCE / UNPAVED DRIVEWAY + LEGEND g�s l� cN } `23' 150' EXISTING FENCE 1 11 — ORNAMENTAL TREE JOINT ACCESS & i li UTILITY EASEMENT / / - DECIDUOUS TREE / 1 / 1 I EXISTING UNETYPES PROPOSED LINETYPES CONCRETE PAVING LOT LINE • • YY GRASS RIGHT-OF-WAY NJ - i�I�!��i4�� j PAVERS EASEMENT �,.._,�_ VBASELINE `""`"a� SAN SAN SAN SANITARY SEWER MAIN SO Epl1p Medq • Singing — — — — PEA GRAVEL " 80 n nx O O O O O O O O WOOD FENCE a.. • 00150 ~ammo Calvary Severance Church 2 January 4, 2024 we,. Consult LLC Project Traffic The proposed Church is anticipated to provide 238 seats. Transportation studies for proposed developments first estimate the trip generation of the project. The Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition was utilized to determine the trip generation of the Church. The resulting trips are shown in Table 1. As shown in the table, it is anticipated that 205 daily, 17 AM peak hour, and 24 PM peak hour trips. Table 1 - Estimated Project Trips ITE Land Use Code I Project I Weekday Trip Generation Land Use Land Use Code Size (Seats) Daily AM PM IN Out Total IN Out Total Church 560 238 205 10 7 17 11 13 24 Conclusions The proposed Calvary Severance Church is designed with the driveway at the far southern boundary which provides the greatest amount of distance between the driveway and WCR 74. The estimated peak hour trip generation is low. Improvements within the public right-of-way are not anticipated to be necessary. Calvary Severance Church 3 January 4, 2024 FOR COMMERCIAL OR INDUSTRIAL BUILDINGS, PLEASE COMPLETE THE FOLLOWING INFORMATION: Business Name: Calvary Church Severance_ Address: 35938 CR 25 Business Owner: Josh Green Home Address: 721 Elk Mountain Drive Phone: 903-714-5751 City, state, zip: Eaton, Co 80615 Phone: 903-714-5751 City, state, zip: Severance, Co 80550 List up to three persons in the order to be called in the event of an emergency: NAME Josh Green Jesson Salyards Bret Toman TITLE Pastor/Elder Pastor/Elder Pastor/Elder Business Hours: Barn - Noon PHONE 903-714-5751 970-520-7122 970-631-5101 Days: Sunday ADDRESS 721 Elk Mountain Drive Severance, Co 509 Vivian Street Severance, Co 1441 Silverwood Court Windsor, Co UTILITY SHUT OFF LOCATIONS: Main Electrical: On Pole (South Corner of Driveway at entrance off CR 25) Gas Shut Off: Interior Utilities Closet (Main Sactuary) Exterior Water Shutoff: Blue Valve Box next to Gas Meter (North Corner of Driveway at entrance off CR25) Interior Water Shutoff: Interior Utilities Closet (Main Sanctuary) Calvary Severance Community Meeting Calvary Severance Commw'�ty Meeting Maxth 17. 202d Nires 1. J 2salmakaitefe 3. ,Atkil Q�q RAMt 1A 13. 14. 15. 16. 17. 18. 19. Ad&ess. to r APAtiosekii ..-,c t::s; cc i ti raw.cu Ord ttZ15ft%6kzi a7i7( I��•,rS�. l7x1a c�p� W't 7 � Phones 9 -ac;2 -boo° 4r5•t-ou2, 970 v•906.Ch) -foe in 7 Roulard Lateral ditch Alan Hergert ahergert@yahoo.com Notice of Inquiry Weld County Department of Planning Services Pre -application Case # PRE23-0309 Date of Inquiry January 8, 2024 Municipality Severance CPA Name of Person Inquiring Jeanna Whipple Property Owner Louis and Mindy Reiff Planner Molly Wright Planner Phone Number 970.400.3525 Planner Email Address mrwright@weld.gov Legal Description Lot Township A of Recorded 6 North Exemption Range 66 West RECXI of 7-0026; the 6th P.M., Being a Weld part County, of the W2W2 Colorado of Section 6 Parcel Number 0805-06-2-00-010 Nearest Intersection County Road 74 and County Road 25 of Inquiry Use by Special Review (USR) Type The above person met with County Planning staff about developing a parcel of land inside your designated Intergovernmental Agreement/Coordinated Planning Agreement Boundary. County Planner's signature Would you like to pursue annexation of this property? NO x YES Date of Contact 2-28-24 Comments: Shani Porter Town Planner 2-28-24 Signature of Municipality Representative Title Date Please sign and date to acknowledge that the applicant has contacted you and return this signed form to Weld County Department of Planning Services. Department of Planning Services 1402 N 17th Ave, PO Box 758, Greeley, CO 80632 970-400-6100 I www.weld.gov 20230310 Weld County Treasurer Statement of Taxes Due Account Number R8957507 Parcel 080506200010 Legal Description PT W2 W2 6-6-66 LOT A REC EXEMPT RECX 17-0026 Account: R8957507 LIVING ROCK CHURCH OF SEVERANCE INC PO BOX 352 SEVERANCE, CO 80546-0352 Year 2023 Charges Tax Billed $4,547.94 Situs Address 35938 COUNTY ROAD 25 WELD Payments $4,547 94 Grand Total Due as of 06/28/2024 Tax Billed at 2023 Rates for Tax Area 5057 - 5057 Authority WELD COUNTY SCHOOL DIST RE2-EATON NORTHERN COLORADO WATER (NC WINDSOR -SEVERANCE FIRE AIMS JUNIOR COLLEGE EATON REC DISTRICT HIGH PLAINS LIBRARY WEST GREELEY CONSERVATION Taxes Billed 2023 * Credit Levy Mill Levy 12 0240000* 33 1000000 1.0000000 8.2500000 6 3360000 4.6300000 3.1960000 0.4140000 Amount $793 11 $2,183 28 $65.96 $544.17 $41792 $305.39 $210.80 $27.31 68 9500000 $4,547 , 94 Y _ Values SPEC.PURPOSE- LAND SPEC.PURPOSE- IM PROVEMENTS AG -FLOOD IRRRIGATED LAND FARM/RANCH RESIDENCE -IMPS Total Balance $0 00 $0.00 Actual Assessed $27,049 $7,550 $134,940 $4,958 $470,187 $37,650 $1,310 $31,500 $637,134 $78,010 ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO E'NDORSEMENT OF CURRENT TAXES BY THE _IC1►1L11'11 r1l=CI_nri_tet AraLI-0T1Oskirt Akin rile-TT)AiAITIAEAMtnAkiT CCC Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Signed: Date: Attaa/ Hello