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Home My WebLink About20190571.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION DEPARTMENT OF PLANNING SERVICES * 1555 N. 17TH AVENUE * GREELEY, CO 80631 www.welcictov.com * 970-353-6100 EXT 3540 * FAX 970-304-6498 FOR PLANNING DEPARTMENT USE° AMOUNT $ APPLICATION RECEIVED BY Parcel Number*: 1 0 Address of site: DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSINED: 7 3_ 0 8 3. 0 0. 0 1 1 19226 Co Rd 12, Hudson, CO 80642, USA Legal Description: E C A STRIP ALD EASTERLY BOUNDARY' Section: W4 Zone District: Ag Acreage: 113.84 FEE OWNER(S) OF THE PROPERTY: Name: Doug English Company: English Feedlot II MC Phone #: 970-483-6112 Street Address: 14111 County Road 2 Floodplain: (*A 12 digit number on Tax I D. information, obtainable at vww weldnov corn_ Township: 1 N Range: 65 eological Hazard: YOV0 Airport Overlay: YQNCI Email: dertglish@wigginstel.com City/State/Zip Code: Name Wiggins, CO 80654-8703 Company: Phone #: Street Address: Email: City/State/Zip Code: Name: Company: Phone #: Street Address Email: City/State/Zip Code: APPLICANT OR AUTHORIZED AGENT: (See below: Authorization must accompany all applications signed by Authorized Agents) Name: Ryan Brandt Company: ReNIewTrient II LLC Phone #: 612-616-6370 Street Address: 33272 Oasis Road City/State/Zip Code: Center City, MN 55012 PROPOSED USE: Email: rbrandt@nuorganics-Ilc.com Installation of equipment and buildings to process an organic fertilizer by pelletizing poultry litter and spiking it with feather meal, 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. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included indicating that the signatory has to legal authority to sign for the corporation. 4,4-4 AAS Signa`ure: Owner or Authorized Agent Date Signature: Owner or Authorized Agent Date artese.str. Print Name Print Name Rev 4/2016 I r DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENV(RONNMENT 1555 NORTH 17TH AVENUE GREELEY, CO 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES i, (We), Doug English , give permission to Ryan Brandt (Owner -- plea$e print) (Applicant/Agent -- please print) to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at: Weld County Parcel # 4730830(}011 Legal Description: W1/4 of section g , i'awnship l �{V, Range 65 Val Subdivision Name; fl/' Property Owners Information: Phone: 97Oa48361 12 Applicant/Agent Contact Information: Phone: Ryan Brandt Lot Block E -maid: denglish @wigginstetcom rbrandt@nuorganics-llc.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 Signature: " Date: e JR- Owner Signature: Date: Use By Special Review Application ReNewTrient II LLC Weld County Colorado Planning Questions: Explain, in detail, the proposed use of the property. Response: ReNewTrient II, LLC (herein referenced as "RNII") is proposing to construct a new structure to house equipment for processing poultry litter into pellets. Currently raw unprocessed poultry litter from Sparboe Farms is being hauled to and stored on land southwest of Hudson, Colorado. The property currently has approval to stockpile the poultry litter with English Feedlot 2, LLC through a lease agreement with Farm Nutrients, LLC. RNII is proposing to take the raw poultry litter stockpiled at the English Feedlot 2, LLC site and process it into pellets adjacent to the storage site. Final product will be stored inside the building and in one -ton supersacks immediately outside the building on land that will be leased to RNII by English Feedlot II, LLC. The facility will not be open to the public and will be sold directly by RNII to various agricultural counterparties. Final product will leave the site in either one -ton super sacks or by bulk truckload. 2. Explain how this proposal is consistent with the intent of the Weld County code, chapter 22 of the Comprehensive Plan. Response: RNII is developing an agricultural based business that will support organic farming throughout Weld County. By developing organic fertilizer with pathogen free nutrients, we expect our products will complement the many organic farms throughout Weld County with a higher value fertilizer product versus what is used in the market today. We believe there will be several positive cumulative effects that will support the organic farming market and this type of economic activity is consistent with Weld County's rich agricultural history. 3. Explain how this proposal is consistent with the intent of the Weld County code, chapter 23 (Zoning) and the zone district in which it is located. Response: The proposed property is located in the A (Agricultural) Zone District and requires a Use by Special Review under the definition of Animal Waste Recycling or Processing Facilities. 4. Describe what type of land uses surround the site. Explain how the proposed use is consistent and compatible with surrounding land uses. Response: Land immediately surrounding the site is in agricultural production (irrigated farmland) or is fallow. Immediately adjacent to the property on the east side is a site storing raw poultry litter. To the south is a feedlot operation. Installing pelletizing equipment to process the raw poultry litter allows a better way to manage the litter by thermally treating the litter to remove pathogens and storing the final product indoors or in one -ton supersacks. The closest home is located greater than 1000 feet to the north of the site. Given the location of the proposed facility in the heart of agricultural operations and since homes are not located within 1000 feet of the project, the site is consistent and compatible with surrounding land uses. 5. What are the hours and days of operation? (e.g. Monday thru Friday 8:00 a.m. to 5:00 p.m.) Response: Normal operations will be Monday through Friday from 7AM to 7PMI with the potential for 7 day a week operations, depending upon litter supplies and market demands. It is possible that hours could expand during the spring and fall prior to spring planting and after fall harvest. 6. List the number of full time and/or part time employees proposed to work at this site. Response: RNII anticipates having two full time employees. It is possible RNII may use one additional part time employee during peak seasonal operations (early spring/late fall). 7. If shift work is proposed include the number of employees per shift. Response: We do not expect to have multiple shifts at this time. 8. List the number of people who will use this site. Include contractors, truck drivers, customers, volunteers, etc. Response: RNII has entered into a lease with English Feedlot 2, LLC that will restrict access to outside individuals. The lease site (see attachments) will allow only RNII employees and its authorized personnel to have access to the site. Product will be sold in bulk or through one -ton super sacks. RNII will likely contract with a local trucking company that may include: 1) Farm Nutrients; 2) a local trucking company under contract with RNII; and 3) farmers that wish to purchase the material direct from RNII at the production facility. Other service providers are expected on a periodic basis, including water delivery (approximately every 2 weeks), septic pumping contractors (every 2-4 weeks) and various service personnel (as needed). 9. If this is a dairy, livestock confinement operation, kennel, etc., list the number and type of animals. Response: nia 10. Describe the type of lot surface and the square footage of each ape. (e.g. asphalt, gravel, landscaping, dirt,grass, buildings) Response: The leased site is identified as dry farm land — agricultural. Current land use is fallow and not in agricultural production. Road access to the site is on CR 41 on the east side of the site. The access road is a mixture of Class 5 and compacted driveway. No buildings are currently on the leased site. 11. How many parking spaces are proposed? How many handicapped (ADA) parking spaces are proposed? Response; Parking spaces will be provided for the employees (3 max). The site is not open to the public and no ADA parking spaces are proposed. 12. Explain the existing and proposed landscaping for the site. Response: No changes to landscaping are proposed. Since the site is secluded, impervious surfaces will be limited to the location of the building (base and apron) and portable trailer with natural vegetation remaining in fallow areas. 13. Describe the type of fence proposed for the site (e.g. 6 foot chain link with earth tone slats) Response: No fencing is proposed. Site security will be provided by locking buildings and possibly a locked access gate. 14. Describe the proposed screening for all parking and outdoor storage areas. Response. None proposed, 15. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. Response: The equipment and building are designed to be mobile, so in the event the USR is terminated or the land lease is terminated, SNII will remove all equipment and buildings from the site and restore the site to its previous condition (with the exception of any poured concrete). 16. Who will provide fire protection to the site? Response: The project is located within the Hudson Fire Protection District service area. 17. List all proposed on -site and off -site improvements associated with the use (e.g. landscaping, fencing, buildings, drainage, turn lanes, etc.) and a timeline of when you will have each one of the improvements completed. Response: See below: Site Work (grading for building, stormwater, misc. site work) — September 2018 Office Trailer on site — September 2018 - Electrical Connections — October 2018 - Building Construction — October 2018 - Pelletizer Equipment Installed/Start Up — October 2018 Engineering Questions: 1. Describe how many roundtripslday are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-Truckllrailer/RV (Roundtrip =1 trip in and 1 trip out of site) Response: The site is expected to process up to 151000 tons of poultry litter on an annual basis. Farm Nutrients is currently hauling litter to the litter storage site under their current operation (with or without the RNII project). Their traffic impact, assuming 22 tons trucks, would require 680 trips in and out of the site. On average, this would be 2 trucks in and out a day (365 days a year). However, it is reasonable to expect no delivery trucks during a majority of the year and then truck traffic to increase during seasonally peak periods. This would equate to approximately 10-15 trucks a day for 4-5 weeks in the early spring and late fall. It is possible that the project would spike the pellets to increase the nitrogen content by incorporating feather meal, An additional 1 truck every other day may be provided on average to deliver up to 5000 tons a year of feather meal to the site. Workers would drive their personal/company truck in and out of the site on a daily basis when in operation. This would equate to 2 trips a day for the 2 employees with part time assistance from another periodically. Service vehicles would enter the site periodically for water and septic servicing (every 2-4 weeks). 2. Describe the expected travel routes for site traffic. Response: Vehicle traffic is expected from CR 41 onto CR 10 % to the project site. Trucks would turn around on the leased site and come back the same way. See the Site Location map in the Attachments. 3. Describe the travel distribution along the routes (e.g. 50% of traffic will come from the north, 20% from the south, 30% from the east, etc.) Response: Since the site can only be accessed by CR 41, all traffic will enter from there. We anticipate fifty percent of the traffic will be northbound on CR 41 and the other 50% will be southbound 4. Describe the time of day that you expect the highest traffic volumes from above. Response: Most traffic would be spread out during operating hours. At this time, we do not anticipate regular peak times on a recurring basis. 5. Describe where the access to the site is planned. Response: Please refer to the Attachments to see planned ingress and egress. 6. Drainage Design: Detention pond summarized in a drainage report is required unless the project falls under an exception to stormwater detention requirements per code section 23-12-30 F.l. A. Does your site qualify for an exception to storm water detention? Response: No. See attached drainage report. B. Does your site require a stormwater detention pond? If so, the following applies: No. See attached drainage report. 7. What is the drinking water source on the property? Response: Drinking water will be provided from an outside source. No onsite well will be utilized. 8. What type of sewage disposal system is on the property? eponse: Sewage will be managed by a contract with a septic hauler. No permanent septic system is proposed. 9. If storage or warehousing is proposed, what type of items will be stored? Response: Bulk pelleted material will be stored inside the building. Sealed, one -ton super sacks will be stored outside the building. Feather meal may be stored inside or outside the building. 10. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. Response: One -ton supersacks of final product may be stored on the property until sold. Farm Nutrients will still store their poultry litter adjacent to the operation under their management as is allowed today. No chemicals or petroleum products are expected to be used in the process. P11. If there will be fuel storage on site indicate the gallons and the secondary containment. State the number of tanks and gallons per tank. Response: n/a 12. If there will be washing of vehicles or equipment on site indicate how the wash water will be contained. Response: n/a 13. If there will be floor drains indicate how the fluids will be contained. Response: nla 14. Indicate if there will be any air emissions. (e.g. painting, oil storage, etc.) Response: RNII will document air emissions through the APEN permitting process. The site is not expected to trigger air permitting requirements and we are meeting with the Colorado Air Pollution Control Division to confirm the permitting path. 15. Provide a design and operations plan if applicable. (e.g. composting, landfills, etc.) Response: n/a 16. Provide a nuisance management plan if applicable. (e.g. dairies, feedlots, etc.) Response; See attached. 17. Additional information may be requested depending on type of land use requested. Response: Understood Building questions 1. List the type, size (square footage), and number of existing and proposed structures. Response: RNII is proposing to install a 5U'W x 1001 x 28'H modified quonset style fabric structure. Dimensions may be modified, but this is what is expected at this time. A portable office trailer (approximately 12' x 56' in size) is planned to be set on site. 2. Explain how the existing structures will be used for this USR? Response: Not applicable. There are no existing structures on the property that will be leased by RNII. 3. List the proposed use(s) of each structure. Response: A new structure will be constructed, which includes a hoop building built on top of a new concrete pad. The structure will house the pelletizing equipment and related components. Additionally, a mobile office trailer will be provided on site to provide an office for meetings and administration. Attachments 1, Drainage Plan 2. ReNewTrient ll Incorporation Documents 3, Nuisance Plan 4. List of Adjacent Property Owners 5. Pre -Application Meeting Minutes 6. Certificate of Conveyances (to be completed) 1. Drainage Report Preliminary Drainage Letter for NuOrganicts Address: 19226 CO Rd 12 Hudsono CO 80642 Date: May 12.2018 Page 1of1 APPENDIX Existing and Proposed UD Rational Method Spreadsheets ,--- 11ti J. A i iI 1 t n I M In Tae. e Y 1 r 7a ait n N ii, a I 7. i N I " I p I I, 1 Y if Q o N is as iE � a r g ■ Lig i ...-F. u f if r igi ti 6A5 C11 R> ■ s 0 1g; 1 la I H P u! ryry igiE, 7, 2a— a 1': i Eel AE- I. ibis sari 2 1 8 6 T ,. n Ii .1 I' % no fit' '; 3 (9 I x ';' 0 I I A- Calculation of Reak Runoff wins Rational Method .Z sir • "Cl dar a ! # #� 8 � � $ r 2 2f � - $ f r I ■ ® c f - } � \I k. —� f — a ` ! • ii 9 u I» I jib L. J!j:H A . 3- ° ie14 • J 2 S § I } a \ /� �E E$ § !_6 A E Se Preliminary Drainage Letter for NuOrganics Address: 19226 CO Rd 12 Hudson, CO 80642 Date: May 12, 2018 Page 1 of 1 APPENDIX D Existing/ Proposed Drainage Exhibit Existing Drainage Exhibit for NuOrganis Address: 19226 CO Rd 12 Hudson, CO 980642 Date: May 12, 2018 Page 1 of 1 NuOrganics Existing Drainage Exhibit (19226 CO Rd 12 Hudson, CO 80642) Denver Office 3461 Ringsby Court #125 Denver, Colorado 80216 720.427.3017 local . .n alb www. & ltit u d e►la ndco.com re -� EDAI REA: 5.0 ACRES IMP: 2.0 CS: 0.15 05:1.36 Colorado Springs Ofik_+. 2727 N. Cascade Avenue, #160 Colorado Springs, CO 80907 719.231.3959 local Proposed Drainage Exhibit for NuOrganics Address: 19226 CO Rd 12 Hudson, Co 980642 Date: May 12, 2018 Page 1 of 1 NuOrganics Proposed Drainage Exhibit (19226 CO Rd 12 Hudson, CO 80642) Denver Office 3461 Ringsby Court #125 Denver, Colorado 80216 720.4273017 local www.a Ititude Ian dca.co m PMI REA: 5.0 ACRES IMP: 4.3% C5: 0.17 Q5: 1. Colorado Springs. 01,c 2727 N. Cascade Avenue, #160 Colorado Springs, CO 80907 719.231,3959 focal Preliminary Drainage Letter for NuOrganlcs Address: 19226 CR 12, Weld County CO Date: May 12, 2018 Page 1of 1 APPENDIX E USGUSGS Topographic Map PRELIMINARY DRAINAGE LETTER FOR NuOrganics LLC 19226 CR 12, Weld County CO Parcel Number 147308300011 Located in the Southwest Vdi of Section 8, Township 1 South, Range 65 West of the 6th Principal Meridian, in the City of Hudson, Weld County , State of Colorado ALC JOB #18-077 PREPARED BY: Ms. Colleen Koenig, El Project Engineer Denver Office: 3461 Ringsby Court, 4125 Denver, Colorado, 80216 720.413.9691 Mr. Salvatore C. Cambria, E.E. Project Manager Altitude Land Consultants, Inc. 3461 Ringsby Court -Suite 125 Denver, Colorado 80276 PREPARATION DATE: May 1Z 2O18 A tt;f ude Larn dco. co al Colorado Springs Office: 2727 N. Cascade, #160 Colorado Springs, CO 80907 719.231.3959 Preliminary/Final Drainage Letter for NuOrganics Address: 192226 CR 12, Weld County CO Date: May 12, 2018 Page 2cif 7 TABLE OF CONTENTS: 1.0 - STATEMENT PAGE 2.0 — EXISTING AND PROPOSED DRAINAGE 2.1 - Location and Description of Development 2.2 - Soils 2.3 — Existing Drainage Characteristics 2.4 - Flood plain Statement 2.5 — Proposed Drainage Characteristics 3,0 — CONCLUSION 4 0 - REFERENCES 5.0 — APPENDICIES Denver Office: 3461 Ringsby Court. #125 125 Denver, Colorado, 80216 720.413.9691 Attitude LancCo. Corn Colorado Springs Office: 2727 N. Cascade, #160 Colorado Springs, CC 80907 71 9.231 .3959 Preliminary/Final Drainage Letter for NuOrganics Address: 192226 CR 12, Weld County CO Date: May 12, 2018 Page 3 of 7 1:0 a STATEMENT PAGE: Engineer's Statement The attached drainage letter was prepared under my direction and supervision and are correct to the best of my knowledge and belief. Said drainage letter has been prepared according to the established criteria for drainage reports. I accept responsibility for any liability caused by any negligent acts, errors or omissions on my part in preparing this letter. Printed Name: Sc vcitore C. Cambria/ P.E. Date: 05/12/2018 Seal: Denver Office: 3461 Ringsby Court, #125 Denver, Colorado, 80216 720.413.9691 A ititude Zara dCo. c.o m Colorado Springs Office: 2727 N. Cascade, #160 Colorado Springs, CO 80907 719,231 .3959 Preliminary/Final Drainage Letter for NuOrganics Address: 192226 CR 12+ Weld County CO Date: May 12, 2018 Page 4cif7 2.0 EXISTING AND P PQ EQ DRAINAGE 2.1 Location and Description of Develop ent Subject property of this report is currently platted as parcel number 1473083000011 consisting of approximately 5 acres being leased from the 114 -acre parcel owned by English Feedlot 2 LLC located in the Southwest '/4 of Section 8, Township 1 South, Range 65 West of the 6th Principal Meridian, in The City of Hudson, Weld County, Colorado. The subject property is approximately 5 acres. The site is located at 19226 Weld County Road 101/2 and has one (1) proposed two- way vehicular accesses, one from Weld County Road 41. Currently, the site contains no existing buildings or structures and is in conformance with the zoning code as an Agricultural lot. The site exists as a 2% impervious lot as an undeveloped area in an agricultural area. The site is relatively flat and naturally flows in the west direction towards the Triangle Reservoir Number 1 and Eshelman Reservoir. The subject site takes on mir imal offsite flows from upstream tributary areas, as described in further detail below. The proposed design does not include any proposed drainage or water quality measures due the small amount of increased impervious areas and less than one acre of disturbance for the site. 22 -Soils The existing soils classification was taken from the National Resources Conservation Service(NRCS) and a custom soil resource report was generated and includes designated soil type limits, soil classifications and soil slopes on -site, as shown in Appendix B. The onsite subgrade soils consist of Olney Loamy (1 to 3 percent slopes) and Valent Sands (0 to 3 percent slopes) which incorporates 100% of the subject site. The project area and surrounding site is comprised of hydrologic soil groups Type A and Type B soils, which have generally have moderate to high infiltration rates and rates of water transmission, reducing the runoff potential for the site area. Hydrology for the existing and proposed condition was completed using only Type B soils for a conservative estimate of runoff. Denver Office: 3461 Ringsby Court, #125 Denver, Colorado, 80216 720.413.9691 AftitudeLandCo. corn Colorado Springs Office: 2727 N. Cascade, #160 Colorado Springs, CO 80907 719.231.3959 Preliminary/Final Drainage Letter for NuOrganics Address: 192226 CR 12, Weld County CO Date: May 12, 2018 2.3 — Existini Drainac e Characteristics Page 5of7 The site exists as a 2% impervious lot with no development or significant vegetation in the current condition. The site is relatively flat, with an average slope of approximately 1,0% and naturally flows in the northeast direction towards the local low -point located offsite (approx. ex. slope 0.7%). General drainage patterns for the major drainage basin flow east to west to a series of reservoirs along the 1-76 corridor located approximately 2.0 miles west of the project site. The subject site does not take on any significant offsite flows from upstream tributary areas based on the minimal slopes and high infiltration soils present in the site area. The existing site was analyzed as one (1) drainage areas (EDAI) as shown on the enclosed existing drainage exhibit (see Appendix 0). Basin EDA1: Existing Drainage Area 1 (EDA1), as shown, includes the entirety of the subject property and consists of approximately 5.0 -acres that discharges to a sump located approximately 500 ft. northeast of the project site. EDA1 was analyzed for only the Minor (5 -year) design storm event to use for comparison with the post -developed stormwater conditions to confirm historic flow paths and rates are met. (A=5O-oc.; Cs=O+ 15 s= t. 6-cfsJ The Rational Method was used to analyze the existing flows for EDA 1 (Q=CIA). UDFCD Rational Method Workbooks were used to calculate runoff values for comparison. The C -factors shown below were calculated and taken from the Urban Drainage and Flood Control District (UDFCD), Table 6-5, and point precipitation frequency estimates were taken from NOAA Atlas 14 for Hudson, Colorado (see Appendix F) to calculate an intensity of 1. = 1.82 inches/hour using equation [(in/hr) _ *. See Appendix for Existing Rational Method th+tc Spreadsheet. Dri Area e, f Landscape Area (st Gravel [ rive '3y8 Basin flail Basin Roof Arec sf Walk Area (sit) Alec] Ist , 2year 1r 0 0.04 0.15 EDA1 217800 C el 0 217800 2.4 — Floodplain Statement The property described and shown hereon lies within flood hazards area Zone -X, areas determined to be outside the 0.2% annual chance floodplain according to the Federal Management Agency National Flood Insurance Program "Flood Denver Office: 3461 Ringsby Court, # 125 Denver, Colorado, 80216 720.413.9691 .AftitudeLandCo.com Colorado Springs Office: 2727 N. Cascade, #160 Colorado Springs, CO 80907 719,23] .3959 Preliminary/Final Drainage Letter for NuOrganics Address: 192226 CR 12, Weld County CO Date: May 12, 2018 Page 6 of 7 Insurance Rate Map" Map No, 08123C2130E, for Unincorporated Weld County, Colorado with an effective date of January 20, 2015 map not printable, 2.5 - Proposed Drainage Characteristics The only change in the impervious area for the project site is the addition of 50.0' x 100.0' (5000' Sq. Ft.) hoop barn and a 12.0' 56.0' Office Trailer with an assumed 90.0% imperiousness area. The installation of the structures will increase the percent impervious of the project area from approximately 2.0% to 4.0%. No new drainage facilities or grading will be included in the project in order to perpetuate existing drainage patterns in the area. The area of disturbance for the site is less than 1 acre and no water quality treatment is required. The proposed site was analyzed as one (1) drainage area (PDA1), as shown on the enclosed proposed drainage exhibit); see Appendix D. Basin PDA1: Proposed Drainage Area 1 (PDA1) as shown, includes the entirety of the subject property and consists of approximately 5.0 -acres. Drainage patterns have not been altered from the existing condition. PDA1 was analyzed for the Minor (5 -year) design storm event to use for comparison with the pre -developed stormwater conditions to confirm historic flow paths and rates are met. (A=5O-ac.: Cs=O.17 Qs=1.44-cfsJ The Rational Method was used to analyze the proposed flows for the drainage area (Q=CiA). UDFOD Rational Method Workbooks were used to compare runoff values for the basin. The C -factors shown below were calculated and taken from the Urban Drainage and Flood Control District (UDFCD), Table 6-5, and point precipitation frequency estimates were taken from NOAA Atlas 14 for Hudson, Colorado (see Appendix F) to calculate an intensity of is = 1.82 inches/hour using equation I(in/hr) _ a*ly. See Appendix C for Proposed Rational Method on+t} spreadsheet. Basin Desio Roof Walk isiii. Drive Areaisfi . Landscape Area is' Gravel Area iSfl Drive Basin Area is 1Areo ill7800 l 5566772 I 0 0 212800 nj 0.06 0.17 _ P DA 1 i - 2.6 - Proposed Water Quality Measures As discussed previously there is no water quality measures necessary for this project due to less than one acre of disturbance and minimal increase (less than 1.0 CFS) in runoff. Denver Office: 3461 Ringsby court. #125 Denver, Co orado. 80216 720.413.9691 Affitu e�'LondCo.corn Colorado Springs Office: 2727 N. Cascade, 4160 Colorado Springs, co 80907 719.231.3959 Preliminarj/F!nal Drainage Letter for Nu Organics Address: 192226 CR 12, Weld County CO Date: May 12, 2016 Page 7 of 7 3.0 CONCLUSION In summary, the proposed construction of the Hoop Barn and the addition of the Office Trailer on the project site will have minimal impact to the hydrologic patterns of the site and will increase runoff by roughly 0.1 CFS. The drainage patterns between the existing and proposed conditions are preserved and the increase in runoff for the site will not impact downstream sources. The Water Quality Control Volume (WQCV) was not analyzed for the site as the total disturbance area is less than 1.0 -acre, which does not trigger a water quality and detention design/study. 41) iE.fEi EN c. ES USGS U.S. Department of the Interior Geological Survey FEMA Flood Mapping Service Center Urban Drainage Flood Control District, Storm Drainage Criteria Manual Vol. I -Ill NOAA Atlas 14, Volume 8, Version 2 Point Precipitation Values for Hudson, Co NRCS Web Soil Survey 5.0 APPENDICIES A. Vicinity Map B. NRCS Web Soil Survey C. Existing and Proposed UD Rational Method Spreadsheets Ds Existing/Proposed Drainage Exhibit E. USGS Topographic Map F. NOAA Atlas 14 Point Precipitation Data for Hudson, Co Denver Office: 3461 Ringsby Courts #125 Denver, Colorado, 80216 720 413.9691 AffitudejandCo.com Colorado Springs Office: 2727 N, Cascade. #160 Colorado Springs, Co 80907 719.231.3959 Preliminary Drainage Letter for NuOrganics Address: 19225 CO Rd 12 Hudson, CO 80642 Date: May 12, 2018 Page 1 of 1 APPENDIX A VICINITY MAP Vicinity Map Address: 19226 CO Rd 12 Hudson, CO 980642 Date: May 12, 2018 Page 1 of 1 Vicinity Map (19226 CO Rd 12 Hudson, CO 80642) NuOrganics Site pprox. 5.0 Acres Denver Office 3461 Ringsby Court #125 Denver, Colorado 80216 720.427.3017 local www. a Ititu de la nd co. corn Colorado Borings Office 2727 N. Cascade Avenue, #160 Colorado Springs, CO 80907 719.231.3959 local LAND CONISULIANTS Preliminary Drainage Letter for NuOrg antis Address: 19226 Co Rd 12 Hudson, CO 80642 Date: May 12, 2018 Page 1 of 1 APPENDIX B NRCS WEB SOILS SURVEY Ca a 0 60 03 I C • a) U3 S8 U z o (13 2 CD 1. U C I z 0 ift 5 O z 0. IC 2 MAP LEGEND were mapped at a .c0 E C co c a) 0 H a Q QJ o U o C 22 413 o coma) a) E co c co al E t [�J 12 • CO I) O aai 16. 72 E a) to i0 c g -c C r ka cm EE co r ~' 45 5 c co a.} E co LJJ 1. C C= C ❑ o El a nterest (ACI) 151 4 Area of Interest (AO') Water Features Streams and Canals Transportation a co co _ . 1 -o -o t d) co co a ! E F In E IDEn f 43 a p (8 03 -0 ` a) -cs15 E 115 up _c Cu K55 • 0- 3 r in mo ' tic -clop C 2a a E ID a _ ` o ta C ` C TD C G o 4o n '.w03 n ac In aJ To Ct 4 _ { la 4.y CO 0 ;5,_ LE — U _ a w Q C4 1 GO co n 4�� to nD I. C - � a) a) o a -08 r— 'flm '.L3 CtE (050 2 a'5 iet. ra ti o u) </) GOr 41) co Interstate Highways a) CC I 1 I a 0 U Major Roads Local Roads api co 1� co ci C 4 0 z ■ 2 Soil Rating Lines ca CL C i� C z: Jul 17, 2015 —Sep images were photographed: ets IC a) N CV N- ❑ C.1 LJ c C a) 2 1_ c``E cu En .0 0 0 flJ al U -a E foo a) [0 E ' o 4 -O a -f C - C 0 Nr71) -Ci4D 01 a O ID r. E It 0 C I- a C 0 15a 0 a m on 0 0 ❑ Z < m CC 11111 1• CO 'sr O o (V Z. 03 CL QJ a al z I — O 4, 0 C io o 0 O 3 • rd ce E ineT • 0 Hydrologic Soil Group —Weld County, Colorado, Southern Part NuOrganics cs Site Hydrologic Soil Group Map unit symbol Map unit name 40 44 45 Rating Acres in AOl Percent of AOi Nunn loam, 1 to 3 C percent slopes Olney loamy sand, 1 to B 3 percent slopes Olney loamy sand, 3 to B 5 percent slopes 47 51 69 70 72 73 Olney fine sandy loam, P 1 to 3 percent slopes Otero sandy loam, 1 to 3 A percent slopes Valent sand, 0 to 3 A percent slopes Valent sand, 3 to 9 A percent slopes 24.5 3.4% 260.0 35.4% 12.0 11% 47'.7 6.7% 123 1.7% Vona loamy sand, 0 to 3 ; A percent slopes Vona loamy sand, 3 to 5 ; A percent slopes Totals for Area of Interest 35 3 5.0% 163.8 . 23,0%1 145A 20.4% 1.7% 713,7 100.0% USDA Natural Resources Web Soil Survey all Conservation Service National Cooperative Soil Survey 5/112018 Page 3 of 4 Hydrologic Soil Group --Weld County, Colorado, Southern Part NuOrganics Site 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 (Al B, CI and ID) and three dual classes (AID, 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 Bb 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 (ND, BID, or CID), 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: thod: Dominant Condition Component Percent Cutoff: None Specified Tie -break Rule: Higher usDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 5/1/2018 Page 4 of 4 14Yr 'troy �a • ibt: rr_ U.S. DEPARTMENT OF THE INTERIOR U.5 GEOLOGIC N. SURVEY C 433 ir IIJ/titIiVllre ar— EMIT LAMM :V 14 t mss, 1#•••• 66 •. etc +. s4 6Y A mot; IIII l 4 S 1 1) I r!'' if a„1 s -�- a. �.s'Ili 9.t_°min.. ate i. JIM G. I:[i1�ON Ifni•zi I'' NOil Produced Iv the tk#*d Lutes Geolopc l Szswy WA*airlra EMS Sr ITS1dilib[l, ✓ MS USW 5016.0 it PM MOM !Mat :bed I Carla U•61134 rri-am. Mauls, 1&a t II t XI -eel Pee Camas cerwan r *Jos s S1al yeas >a.I lit•Trillrld kw 041~ tale Y `ii .1fl4. snrirm.•4 Staipi}'•/- ••••• ••44 Pt Cos- Mau tawrsu•g IJ/ gee t ern p kir blk t__.r. eM.t, Joh Mel U-} {AIIV{ NMI. } 31214 �i t#it9'/O11. - �.aib71 F4N'iS WM& 3412 Quinn- - PO VW IWItiQ4 DIWi/L 312) YlaalrLL. ACblefa t6: St aciadlla tilt Iii,) 3971 M4E Lill SWr Shad. _ R111 )411 '{Jets -AVEeMIS *Una Irrnd,ai 1917 2214 1 • • parka 4 Iy� used { — ... -q r Ias • • s Ir bet t :i 7' ya J t r sit I . -4. - qIM maGOD PAC' all DTPSIGIFTPC METH SS 91JIafJll7i J:QJRYI Q I Nil • • 1, + II 4.• I 1 lS Hs NOSS A* s,USTiopo •r2!, 4 i i aI i• At 1. '; 'II i fir le II er•:"..__ lif Prim Ilk jar II It I I n1 r w 1 • I • .• 1 I. pi in U ! II rk- HUDSON QUADRANGLE €OLQMO© 7 3 •MNUTE SERIES _ i1i11.ici0 COB -a tiaa7174 - ■ . VS- s•IL `� a -I aet a' • a rat, ._ a. -Z.; _-� ▪ �+4atlia. - N t ti J t 4 I } r r 11 1 11 • I '4 I if marry .aa>_a.al"'ri .ir>lr:r:sue asnanos tr SCALE 1:24 000 0 d der CtS -�ri— .la. 6tla meows J1li** a C sit I1 '1:41 a.14 I'M• 1 CODED* 447.1411, am saac 111 NUM AL Calk Cr III ,II nig s re posers ta £..L.. VIA Lilt Ilaerdl G...•4444111 Perm tT lqn PIa.%a strati 79111 4 s'4b Li Vale ie moon a frill welts P k rV Li is 2 a t ■ N4a-4.1:6 ■ 1 I ?I 440 I Ma nom► Is'4yr11MI.+v,br1 Hiss One 1'Aa f 1 MOM 1 "as IM la" -: C-i-* ' t1 IDAD CLASSIFY ATfl4 6arer Loci Csigre IF mow•. �.Iaal s tMI' OPAliVir 1St IhJ11 eat • Ib bast HUDSON, CO Atilt Preliminary Drainage Letter far NuOrganics Address: 19226 CR 12, Weld Co o n ty+ CO Date: May 12, 2018 Page 1of1 APPENDIX F NOAA Atlas 14 Point Precipitation Data for Hudson, CO 5/912018 Precipitation Frequency Data Server NOAA Atlas 14, Volume 6, Version 2 Location name: Hudson, Colorado, USA* Latitude: 40.0733°, Longitude: -104.6855° Elevation: 4946.92 ft** *source: ESR I Maps 4f source: USGS POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perice, 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 _ tab= I /,graphical I Maps...&. aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1 Average recurrence interval (years) Duration r 1 2 II: 5 1 10 25� ILsoi"iooll__ I 500cismoo � 5 -min 0.236 (0.185-0 301) 0.287 (0.225-0366)i 0.383 (0,300-0491) 0.47 6 ►,623 0.751 (0 558-1 03) 0.892 (0,839-1 26) 1,t 5 (0.719-1.51) 1.28 {0,640-t89)i 1.46 (0.931-2.17)' 10 -min 0.345 (0.271-0.441) 0.420 (0.330-0.536)i 0.561 (0.439-0.719) 0.697 (0.543-0.898) 0S12 (0.698-1.25) 1.1 (0816-1 51) 1,31 (0,935-1 84) 1.54 (1. 05-2.22:) 1.87 (1.23-2.76) 2.�1 (1,384 18) 15 -min .421 (0.331-0.537) ..512 (0.402-0.654)i .+ 85 (0.536-0 -877) 0.851 (0.662-1,10) �y 1.11 �} (0.852-1.52) j� [�1..Q34 (0.9.�i 6-1.35) 1.56++ (1 -14-2.24) 1.87-j�j (1.28-2.70) 2.28 �}+� (1.50-3.37' ), r 2.61 . (1 66-3 87) v 30 -min 0.570 (0.448-0.727) I 0.688 (0.540-0879) I 0.9161 (0.717-1.17) I 1.14 (0884-1.46) I 1.49 il 14-2 04) 1.90 (1.34-2.48) 2.'14 (1.53-3.01) 2.52 (1.73-3-64) 3.01 (2.02-4,55) 3.53 (2.25-523) GO -min 0.837 (0.657-1.07) 1.11 (0,869-142) 1.38 (1.07-1, 78) 1.82 (1.39-2 19) 2.20 (1 .64-3.04) 2.63 (1_88-371) 3.11 (2.13-4 49) 3.81 (2.51-5.64) 4.39 (2.79-6,51) 2 -hr 0.824 ('0 -654-1.04) 0.986 ( 0 7+61-1.25) 1.31 (1 03-1,66) 1.62 ("1.27-2.07') 2.14 (1.66-2.92) 2.60 � 1:96-3.58) 3.12 (226-4.38) 3.70 (2.56-5.29) 4.55. (3.03-6 66) I 525 (338-7.69) 3-hr_ 0.895 (0.714-1.13) 1.06 (0.847-1.34) 1.40 (1.11-1-77) 1.74 (1_37-2.21) 2.30 (1, 79-3.11) 2.79 � 3,35 , (2.44-4.85) 3.97 (2 77-5,65) 4.90 (3.28-7.12) 5.67 (3 66-8.24) ..(2.11-3.80), 6 -hr 1.06 (01315:1°.":32)0.996-1.54) I1.24 1.60 (1.29-2.00) 1.97 (1_57-247) 2,57 (2.03-3 45) 3.11 . (237-418) 3.72 (2.74-5.10) 4.40 (3,10-6,18) 5.40 (3.66-7.78) 6.24 (4 08-8.96) . 12 -hr 29 1.49 (1.211.84) - 1.89 - (1.532.34) 2.28 (1.84-283) 2.91 1- 84 (23 3 ) 3.47 2 ,67-4.5f ( ) 4.09 (3.03-5.53) 4.78 (3.4+9-6,61 } 6.79 (3.96-6.20) 6.63 (4.38-9.40) 24-h r 1, (1 24-1.8.5) 52 1.79 (1,46-2.1 8) 2.27 I (1.85.2.78) 2.71 (2.20-3.33) 3.393.96 (2,69-4.36) ( 3.06-6.14) 4.57 (3.41-6.07) 5.25 (,3.76-7,13) 6.20 l(4.27-8.63) 6.98 (4.66-9.77) �-daal 1.72 (1.42-2.08) 2.08 (1.72-2.51) 1 2.69 (2.21-3.26) 3.21 (2.63-3, 90) 3.96 (3.14-4.98) 4.55 (.3.53-5:79) 5.16 (3, 87-6.71) 5.80 (4.17-7.72) 6.677.35 (4:62-9.11) (4.95-1 0.2 ) j -d lie Mi (1.66-2.25) 2.25 (1.57-2.70) 2.87 I (2.37-3.45) 3.40 (2.80-4.11) 4.15 (3.31-5.19) 4. f 6 (3.71-6 00) 537 (4.06-6.93) 6.01 (4.35-7.95) 6.89 ll (4.80-9.3) 7.57 I (5,14-10.4) , . .! __-_-jib. 4-d/.� VM �72!j.7�1 }� ( i .6L-2,40) �}y �f!y��_!S. 2.37 (1 ,98-2.84) 2.99 (2.48-3 58) ,/jj 3,52/'�J'� (2.91 -4-23) 4.28 j (3 A3-5.32) J 7.888 (3:82-6 .14) 5.51j ,'/. �y1 (4.17-7 08) j{ �j(6.1 8 ��'1�] le i, l8-8, 1 O) 1(4,48-8,10) f��{7.06 (4.93-9.51 ) 7..74 (5.28-10.6) -dav - . Y'Y (1.93-2.73) -I IY (2 25-3.16) F 37Y�K (2.78-3.95) (3.23-4:62)sli 388 .Ma 5.2 (4..16-6.56) 5.90 (4,51-7.51) 6.68 (4.81-8.54) 7.46 (5.27-9 95) 8.18 (5,61-11.0) 10 -day 2.55 ll (2.15-3.03) 2.96 (2,50-3.49) 3.63 (3 06-4.29) 4.20 (3.52-4.99) 5.01 (4:06-8:11) 5.64 (4,47-6.96) 6,28 (4.8-2-7.92) 6.94 (5.11-8.97) 7.54 (5.5640,4) 8.52 (5.90-11.4), 0-d a_ 3.26 (2.78-3480) 3. I.t (318.4.35) .* 0 (3.82-5.26) 5.14 (4.34-6.03) . 2 (4.92-7.24) 6.70 (5 ,36-8.16) i .38 (5.71-9,17) .0 (6.0O-10.3) 8■96 (6.44-11.7) 9.68 (6.77-12.8) 30 -day 3.. S3 (3.28-4.43) /�j �4.36J� (3, 74-5,06) 6.23}x, (4.47-6.08) (/ {5.94.7 (5.05-8.93) 6.91 (5.68-8.24) f� 7.65 (V 1 5-9 124) 8.38 (6.52.1 0.3) 9.11 (6.82-11,5) 110.1 (7.26-13.0) 10.8 (7,5944.1) 111 45 -day (3:89-5119) 5.15 (4.43-5,93) 6.17 (5.30-7'.12) 7'.00 (5.'98-8.11) 8.11 (5.69-9.59) 8.94 (7.22-10.7) 9.75 (7' 63-11.9) 10.5 (7.93-13.2.) 11.6 (8,39-14.8) 12.3 (8.7'3-16.0) 1 _ill.51 0 d e y �6.06 (4:38-5,80) f.5,�.81 (5.02-6.66) .� 6l�.66il. 1 (6.03-8.03) .{ 7.93 i� (o.81-9118) (T6901180.8) 101 4 I (8.19-12,0) A 11.0�.y{ j� (8.63-13 4) J}� 11.9 (8.9544.7) (/yl�� 13.0�lr�y +!-may (V 43-16.5) (r�RyS T1q 13.7 9.t 8-1 f .8) ; .. 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. - 1 - Back to Top PF graphical https://hdsc.nws.naaa.govlhdsc/pfdslpfds_printpage.html'?lat=40.0733&ton=-104.5855&data=depth&units=english&series=pds 1/4 5/9/2018 Precipitation Frequency Data Server Precipitation depth (in) Pre[ipitation depth (in) 14 12 10 C I T • PDS-based depth -duration -frequency (DDF) curves Latitude: 40.0733% Longitude: -10x4 :6855° r . • • kl 4 4 / 4. 4 I I I• a q z t 1 4 • I 4 4 • I J • a a 1 • • s I. • I i 4 I • I i I•■ a -a P ••■• I'• I a t r s I I • is • • i 4- c 4. I I 9 r414 I a ■ a • a • t• a • • a . I • s • • ;, • • u 1 P • r r 1 - • t.• • F • u l 1 t Y • . • . J • C c F • p C 2 • fa P • 5, s • 6 • r r I' 4 f• a• I I l a■ ✓ a v • • • I. a I • n F r I I. • I A • • a • to. 4: .I 1 a • Lb Duration • • • I ■ 1 ■ r • r • P ■ Baal N a I M • i • 4? • ... ! a • I. n r . • q ■ a • • ■ ■la ■ n . t ■ • • ■ q ■ • • .4 • • • a Si J• a Y a • ■ • • • • 4. a • • •• i. • •z • 1 • I ✓ r 6. F $ • / t I •r ■ a sr e 1 • 1 a • • I • • 1 • • ,z a s S. a S- a 4• 4 a 4 • I a I • 4 v 0 Average recurrence interval (years) 5 10 25 50 100 NOAA Atlas 14r Volume Si Version 2 17 200 500 1000 Created (GMT) : Wed May 9 14:20:28 2018 Back to Top Maps & aerials Small scale terrain Average recurrence ontei l (years) 1 2 5 10 25 50 100 200 500 1000 Duration 5 -min 10 -mm 15 -min 30 -min 50 -mm 2 -hr 3--h r r 12 -hr 24- r 2 -day — 3 -day 4 -day = 7 -day 10 -day 20 -day 30 -day •— 45 -day 60 -day https://hdsc4n s.nosa4govihdsc/pfdsfpfds_printpage.html?Iat=4010733&Ion -10418855&datadepth&units=english&serieszpds 2/4 DRAINAGE REPORT REVIEW CHECKLIST Project Name: UR18-0102 NuOrganics LLC The purpose of this checklist is to provide the applicant's Engineer a basic list of items that County Staff will review in regards to a drainage report. The drainage design shall meet the requirements of the Weld County Code and commonly accepted engineering practices and methodologies. A detention pond design (or other stormwater mitigation design) is appropriate for projects which have a potential to adversely affect downstream neighbors and public rights -of -way from changes in stormwater runoff as a result of the development project. The design engineer's role is to ensure adjacent property owners are not adversely affected by stormwater runoff created by development of the applicant's property. REPORT (© = complete, ❑ = required) ❑Stamped by PE, scanned electronic PDF acceptable ❑Certification of Compliance ❑'Variance request, if applicable Description/Scope of Work Number of acres for the site - site is going to go through a RECX Methodologies used for drainage report & analysis Design Parameters ❑ Design storm ❑ Release rate ❑URBANIZING or NON -URBANIZING ❑Overall post construction site imperviousness ❑Soils types Discuss how the offsite drainage is being routed Conclusion statement must also include the following: ❑ Indicate that the historical flow patterns and run-off amounts will be maintained in such a manner that it will reasonably preserve the natural character of the area and prevent property damage of the type generally attributed to run-off rate and velocity increases, diversions, concentration and/or unplanned ponding of storm run-off for the 100 -year storm. ❑ How the project impacts are mitigated. Construction Drawings ❑ Drawings stamped by PE, (scanned electronic PDF preferred) Drainage facilities ❑+Outlet details ❑ Spillway Maintenance Plan ❑ Frequency of onsite inspections ❑ Repairs, if needed ❑Cleaning of sediment and debris from drainage facilities ❑'Vegetation maintenance ❑ Include manufacturer maintenance specifications, if applicable Comments: 1. The site does not appear to meet any of the criteria listed in Weld County Code Section 23-21-30F, for exemptions from requiring detention. Please provide a detention pond design for the site, per the code requirements. xl xi ■ ■ ■ 2. Given that the drainage report submitted was conceptual in nature, for future submittals of the final drainage report, please include the following: 4/11/2018 Weld County Department of Public Works/ Development Review 1111 H Street, Greeley, CO 80631 I Ph: 970-400-3750 I Fax: 970-304-6497 www.weldgov.com/departments/public_works/development_review/ DRAINAGE REPORT REVIEW CHECKLIST a. The existing drainage exhibit indicates an impervious value of 1.4%. 2% is to be used per Weld County Code. It appears that 2% is used in the rational method worksheets. Please correct the report to be consistent. b. Please address any off -site flows for the property. Off -site flows can either be routed around the site or be passed over the pond's emergency overflow spillway undetained. c. Please provide a detailed grading plan showing contours of the proposed pond, site grading and any other necessary drainage swales or berms. d. Please provide a drawing showing stormwater basin delineations for on -site and off -site basins. Provide arrows showing flow patterns on the map e. When sizing the pond, water quality should be provided. The WQCV can be included within the detention volume. One foot of freeboard is required for the pond. Please provide a stage storage table for the proposed pond based on graded contour data, showing the WQCV elevation and 100 -year WSEL. The County requires detention ponds be sized using the historic 10 -year runoff value as the pond release rate during the 100 -year, 1 -hour storm event. f. An outlet structure with an orifice for water quality and a separate plate/orifice for detention release will be required. Please provide details of the final structure. An emergency overflow weir will be required for the pond. The weir should be sized to pass the 100 - year developed flows at a depth no greater than 0.5'. Please include the design and details for the emergency spillway. Emergency Spillway design standards are in the Weld County Code. h. Please provide a section in the report on how maintenance of the pond will be addressed in the future. Add pertinent notes to the drainage exhibit for future reference. i. Use the C values from the USDCM. It cannot be determined where the C values that are being used are obtained from. A weighted C may be used due to the presence of both A and B soils on the site. 3. Once the revised design and drainage report have been submitted, the County may provide additional comments in addition to the ones listed above. Depending on the complexity of the changes made, a full 28 -day review period may be required. 4. Please provide a written response on how the above comments have been addressed when resubmitting the drainage report. Thank -you. g- 4/11/2018 Weld County Department of Public Worksl Development Review 1111 H Street, Greeley, CO 80631 'Ph: 970-400-3750 I Fax: 970-304-6497 www.weldgov.com/departments/public_works/developrment_review! 2. ReNewTrient II LLC Incorporation ocuments l • nr ,.... .„, _____ .. I, Once Steve Simon, of the Certifl�ate Secretary of State Minnesota of Organization of Minnesota, Secretary erg do certify of that: The State following � business entity has duly complied with the relevant provisions of Minnesota Statutes listed below, and is formed rights or authorized and to do business and subject to in the Minnesota limitations, on and duties after this and date restrictions, with all set the powers, forth The in that business chapter. entity privileges, is now legally registered under the laws of Minnesota. Name: File Minnesota Number: Statutes, Chapter: 1001151100028 322O ReNewTrient II, LLC This certificate has been issued on: 0211612018 Ti _at iftr �. i' *� Simon Steve £. Secretary State s�. of r' 1 r State of Minnesota 4'IM • � L _ ..�Y,,.■ � iii � . ca 6 2dL r _ i it ila '.' .. .41 .1 - Y . • p 1 Work Item 1001151100028 Original File Number 1001151100028 STATE OF MINNESOTA OFFICE OF THE SECRETARY OF STATE FILED 02/16/2018 11:59 PM (sPere, Steve Simon Secretary of State 3Nuisance Plan Nuisance Management Plan Prepared for: ReNewTrient II LLC Weld County, Colorado May 11th, 2018 Nuisance Management Plan ReNewTrient II LLC Below are the processes and procedures that will be taken in the event of a nuisance condition from RN I I's operations: 1. Air Quality a. Dust - Dust from the operation should not travel beyond the property boundary. If dust issues occur due to operations, RNII will assess the situation and put in place the following procedures (or others depending upon the nature of the issue: i. Fugitive Dust — RNII may provide water treatment or apply a tackifier in the event of excessive dust generation. Dust from Building - Doors would be closed and if excessive dust issues are problematic for neighboring properties, RNII may install ventilation fans that discharge to a biofilter1 b. Odor - If odors cannot be controlled by normal operations, RNII may consider installing a biofilter to provide additional odor treatment. Mitigation would occur from any odors emanating from the processing facility (specifically from RNII's I's operations), and not adjacent properties. 2. Biological Issues Flies - If flies become a problem on RNII+s lease site, RNLI will determine the cause and provide a recommended solution to be implemented. b. Mosquitoes - If mosquitoes or other insects are problematic, it may indicate that stagnant water may be present that needs to be corrected. An alternative is to hire a 3rd party to assess the situation and recommend additional options. c. Rodents - If rodent populations become an issue, bait traps may be set. If additional control is needed, RNII could hire a 3rd party to assess the situation and recommend additional options. Responsible Party: If issues occur on the items above, the County shall notify site personnel Manager (TBD) Email: (TBD) Emergency Contact: (TBD) with a copy to: Ryan Brandt, VP Operations Email: .i 1 f_�tl 11_i1_�`rtdl Ia c?,1:.cI II"iem Emergency Contact Only; 612-616-6370 &Adjacent Property Owners ReNewTrisnt II LIC Adjacent Landowners (within 500 feet of property line) Project Parcel # - 147308300011 Name Superior Turf Farm Superior Turf Farm Inc Anita Rossi Daniel Curtis Steward Francisco Torres Cuadelupe Chavez M a ry Lou Spinden nd en Bias Chavez English Farm Inc Mary Lou Green Address 19180 County Road 10 no address provided 19150 County Road 10 19036 County Road 10 4207 Couonty Road 39 4215 County Road 39 19225 County Road 12 19264 County Road 12 4631 County Road 41 no address provided City/State Hudson, CO 80642 Hudson, CO 80542 Hudson, CO 80642 Hudson, CO 80642 Hudson, CO 80642 Hudson, CO 80642 Hudson, CO 80542 Hudson, CO 80642 Hudson, CO 80542 Hudson, CO 80542 Parcel No. 147317000057 147317000023 147318O00057 147307000019 147307400038 147307400037 147308000013 147308000014 143308000012 147307100032 Signature AFFIDAVIT OF INTEREST OWNERS SURFACE ESTATE Property SW4 8-1-65 EXC A STRIP ALG EASTERLY BOUNDARY 704' WIDE (1.31R) Pro P Y Legal Parcel Number 1 0 7 3. 0 8 3 _0 0_ 0 1 (12 digit number - found on Tax I D. information, obtainable at the Weld County Assessor's Office, or www.cq,weld,co.us) (Include all lots being included in the application area, if additional space is required, attach an additional sheet) THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of property (the surface estate) within five hundred feet of the property being considered. This list was compiled from the records of the Weld County Assessor, or a person qualified to do the task, and shall be current as of a date no more than thirty days prior to the date the application is submitted to the Department of Planning Services, Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included indicating the signatory has the legal authority to sign for the corporation. I (We) hereby depose and state under the 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. ta sit 44 Date Signature Date Signature Date 5. Pre -Application Meeting Minutes MEMORANDUM TO: DATE: FROM: SUBJECT: PRE 18-0054; Case File, pre -application May 2, 2018 Kris Ranslenn, Planning Technician Pre -Application Meeting prior to submitting USR for fertilizer pelletizing operation Attendees: Ryan Brandt, Applicant (via phone) Ben Frissell, Environmental Health Tom Potter, Building Lloyd Clements, Building Chris Gathman, Planning Harley Balzano, Public Works Kris Rarislem, Planning On Friday, May 2, 2018 an informal discussion took place at the Greeley Administrative Offices Conference Room regarding a proposed natural fertilizer pelletizing operation. (The legal description is SW4 Section 8, T1 N, R65W of the 6th p.m.; Situs Address is 19226 CR 12) Ba c kq rou nd information: ReNewTrient II, LLC is proposing to construct a new structure to house equipment for processing poultry litter into pellets. The applicants are proposing to take the raw poultry litter from Sparboe Farms and process it into pellets adjacent to the storage site. Final product will be stored inside the building and in 1 ton supersacks immediately outside the building on land that will be leased to the applicants by English Feedlot II, LLC. Final product will leave the site in either 1 ton supersacks or by bulk truckload. Hours of operation will be Monday through Friday from 7 am to 7 pm, with the potential for 7 day a week operations depending upon litter supplies and market demands. There will be 2 full-time employees with possibly a part-time seasonal employee. The applicants are proposing to construct a 50x100 quonset style fabric structure and an office trailer (12x56) on site. uil+dtrr+ , Department Building permits may be required, per Section 29-3-10 of the Weld County code. Currently the following has been adopted by Weld County: 2012 International Codes; 2006 International Energy Code; 2014 National Electrical Code, Effective April 2018, Weld County will adopt the 2017 National Electrical Code. A building permit application must be completed and two complete sets of engineered plans bearing the wet stamp of a Colorado registered architect or engineer must be submitted for review. A geotechnical nical engineering report or an open -hole inspection report performed by a registered State of Colorado engineer may be required for new structures and or additions. A complete code analysis prepared by a registered design professional may be required, and shall be submitted with Commercial Permit Applications to Weld County. A Fire District Notification letter may be required and shall be submitted with Commercial Permit applications. All building permit requirements can be found on the Weld County web -site: Anow.weltdgov_com/departments/b►ur'Iding1 uilding permit/permit al)P ationsl. Health Department Waste handling: Waste materials shall be handled, stored, and disposed in a manner that controls blowing debris, and other potential nuisance conditions. The applicant shall operate in accordance with Chapter 14, Article 1 of the Weld County Code. Please answer the following if applicable; indicate if there will be washing of vehicles or equipment, fuel storage, maintenance of vehicles or equipment, floor drains in shop, air emissions permit. Management Plan for Nuisance Control: Dust, odor, insects/flies, rodents, wastes, run-off. Composting/ Fertilizer: May need to comply with State Solid Waste regulations for composters and/or State Dept. of Ag for "soil amendment". May need to talk to David Snapp- 303-692-3425. Onsite dust: Fugitive dust should attempt to be confined on the property. Uses on the property should comply with the Colorado Air Quality Commission's air quality regulations. Noise: The facility shall adhere to the maximum permissible noise levels allowed in the Residential/industrial/Commercial/Light Industrial Zone as delineated in 25-12-103 C.R.S. *If a RE is done water and sewage may be required. Sewage disposal information: Include in application how sewage disposal will be accommodated. If constructing a new septic put "proposed septic" in application. If using an existing septic system provide a copy of the septic permit. Either utilize the County website or call (970-304-6415) or stop by EH front counter and request a copy. htipiliwww.co.weld.cosusiDeriortments/A!..;sessol "Propel tyi,r1 tic ur L l �tnil Potable water information: Include in application how potable water will be provided. Provide a will serve letter or water bill from the water district or provide a copy of well permit. Portable toilets and Bottled water can be used for employees and customers per policy below: TO DEFINE WHEN PORTABLE TOILETS AND COMMERCIA LV BOTTLED WATER ARE_ ALLOWED Purpose: To define when portable toilets and commercially bottled water are allowed. Policy: Bottled water from a commercial source is allowed in the following circumstances: 1. Temporary or seasonal uses that are utilized 6 months or less per year (for example recreational facilities, firework stands, farmers markets ) 2. Gravel mines 3. 10 or less customers or visitors per day And/or one of the following: 4. 2 or less full time (40 hour week) employees located on site 5, 4 or less part time (20 hour week) employees located on site 6. Employees or contractors that are on site for less than 2 consecutive hours a day Policy: portable toilets are allowed in the following circumstances: 1. Temporary or seasonal uses that are utilized 6 months or less per year (for example recreational facilities, firework stands, farmers markets ) 2. Gravel mines 3. 10 or less customers or visitors per day And/or one of the following: 4. 2 or less full time (40 hour week) employees located on site 5. 4 or less part time (20 hour week) employees located on site 6. Employees or contractors that are on site for less than 2 consecutive hours a day Public Works The applicant is currently proposing use of County Road 10 1/2 as an entrance. Please note that this does not have County Road Right of Way. If the applicant is continuing to propose this use, they will be required to obtain an easement or right of way to access this road. County Road 10 is a gravel road and is designated on the Weld County Functional Classification Map (Code Ordinance 2017-01) as a(n) local road, which requires 60 feet of right-of-way. The applicant shall delineate on the site map or plat the future and existing right-of-way and the physical location of the road. If the right-of-way cannot be verified it shall be dedicated, Pursuant to the definition of setback in the Weld County Code, Chapter 23, Article Ill, Section 23-3-50, the required setback is measured from the future right-of-way line. Be aware that physical roadways may not be centered in the right-of-way. This road is maintained by Weld County. County Road 39 is a section line road. Section line right-of-way does not exist in all sections in Weld County and should be verified before a decision to utilize it is made. Weld County commonly refers to these as "Non - Maintained Section Line Right -of -Way." The existence of a physical road does not imply public right-of-way and the road may be located on private property. All right-of-way should be verified and physical roads located in relationship to the public right-of-way to ensure trespassing does not occur. The applicant shall verify the existing right-of-way and the documents creating the right-of-way and this information shall be noted on the site plan or plat. The applicant shall delineate on the site map or plat the existing right-of-way and physical location of roads to be used. If the right-of-way cannot be verified it shall be dedicated or an adequate easement between property owners shall be provided. Pursuant to the definition of setback in the Weld County Code, Chapter 23, Article III, Section 23-3-50, the required setback is measured from the future right- of-way line. Be aware that physical roadway many not be centered in the right-of-way. This road is NOT maintained by Weld County, Weld County will not replace overlapping easements located within existing right-of-way or pay to relocate existing utilities within the County right-of-way. ACCESS All access points for the parcel will need to be permitted. CR 41 is considered a collector, CR 10 is considered Local. The access permits will be where the trucks will be entering into maintained roadway. CR 101/2 is not a maintained roadway. Commercial accesses are to be 24'-36' in width with 60' turning radii. 1 uuir�un7 AccessS L Per Chapter 12, Article 5, Section 12-5-30, an Access Permit is required for access to Weld County maintained roadways. We strongly encourage you to discuss your access with Public Works prior to laying out your site plan to ensure the approved accesses are compatible with your layout. For new accesses and/or change of use of an existing access, the fee and photos are required (photo looking left and right along roadway from the access point and looking in to and out of the access point) , These photos are used to evaluate the safety of the access location. Access permit instructions and application can be found at https:// www:weldcov.cpm deaartinentst Li C c works/er-m its/. Chapter 6, Sections 0,3, 6.4 and 6.5 of the Weld County Engineering and Construction Criteria offer access design guidance, which can be accessed at: htt wimv,weld cv.corh/doe artr7ients!PUblic works/encincerina Appendix 12-A of the county code can also be referenced. Existing access points with change of use or new access points may or may not be granted. Questions pertaining to access permits or access design shall be directed to the Public Works Department, Application Fee: temporary $75, single residential 75, small commercial $75, industrial $150, field $0, large commercial $150, subdivision $150. This can be accessed at: ht. � wr r.lwelrigov.com/departrrients/public works/engineerin /. For shared accesses, Public Works strongly recommends the property owner establish an access road maintenance agreement so future owners of the properties will be aware of their requirements for shared maintenance of the access road. This is not a requirement for the recorded exemption but is recommended to avoid property owner conflicts in the future, Per Chapter 12, Appendix 12A.4.1 of the Weld County Code, an access approach that is gated shall be designed so that the longest vehicle (including trailers) using the access can completely clear the traveled way when the gate is closed. In no event, shall the distance from the gate to the edge of the traveled surface be less than 35 feet. Tracking control is required to prevent tracking from the site onto public roadways, The applicant is proposing on peak days, 15 semi truck round trips and 2 passenger vehicle round trips, with occasional service trucks (water trucks, septic pumping, etc.) This requires: More than 10 round truck trips/day (tandem or semi -trucks) or more than 50 round passenger vehicles trips: • Access onto gravel roads requires a tracking control device and a minimum of 300 feet of recycled asphalt or road base. Access onto paved roads requires either a tracking control device and 100 feet of asphalt OR 300 feet of asphalt. Tracking control devices can be double cattle guards or rip rap (6" washed rock). Tracking control for unmaintained public right-of-way is required just prior to entering publicly maintained roadways. The applicant is proposing on peak days, 15 semi truck round trips and 2 passenger vehicle round trips, with occasional service trucks (water trucks, septic pumping, etc.) If no more vehicles than this are proposed, a traffic narrative will be required. Traffic Narrative: 1, Describe how many roundtripslday are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-Truck/Trailer/RV (Roundtrip = 1 trip in and 1 trip out of site) 2, Describe the expected travel routes or haul routes for site traffic. 3. Describe the travel distribution along the routes (e,g. 50% of traffic will come from the north, 20% from the south, 30% from the east, etc.) 4, Describe the time of day that you expect the highest traffic volumes, Public Works will review the narrative and advise the applicant if more information or an engineered traffic study Is required. Public Works may require an Improvements Agreement for one or all the following reasons: • Off -Site Public Improvements • Road Maintenance Agreement • Construction Maintenance Agreement • Access Improvements Agreement • On -Site Improvements for Subdivisions/PUDs An Improvements Agreement is required for sites with required offsite improvements per Chapter 12, Article 5, Section 12-5-60. Collateral is required to ensure the improvements are completed, and maintained. Improvements/Road Maintenance Agreement: An example agreement Is available at: htbs:iNvww.vveldgovccm/UserFiles/ ervers/ erver 6/ File/De rartments/Fublic%2�pW0rks/Deyelopn1entReVie_ w/sprusr,pdf, It will detail the approved haul route(s), outline when offsite improvements will be triggered, and include a maintenance agreement for the haul routes, Possible mitigations included in the road maintenance agreement may include but are not limited to: dust control, specified haul routes, damage repairs, and future improvement triggers. This area IS within a Non -Urbanizing Drainage Area: Non -Urbanizing Drainage Areas generally require detention of runoff from the 1 hour, 100 -year, storm falling on the developed site and release of the detained water at the historic runoff rate of the 1 -hour, 10 -year storm falling on the undeveloped site, Detention pond summarized in a drainage report is required unless the project falls under an exception to stormwater detention requirements per code section 23-12-30 F.1. To avoid holding up case processing, a minimum of either a preliminary drainage report or a drainage narrative with exception as shown below must be submitted with 7 -day case submittal information. Detention Pond Requirements: 1. A Drainage Report and Detention Pond Design shall be completed by a Colorado Licensed Professional Engineer and adhere to the drainage related sections of the Weld County Code, The Drainage Report must include a Certification of Compliance, stamped and signed by the PE, which can be found on the engineering website. A general Drainage Report Guidance Checklist is available on the engineering website. A Preliminary Drainage Report or a qualifying exception and Drainage Narrative shown below must be submitted for review at the time of the application. The applicants will be required to maintain the historic drainage flows and run-off amounts that exist from the property. A Weld County Grading Permit will be required if disturbing more than 1 acre. Grading Permit applications are accepted after the planning process is complete (map recorded). An Early Release Request Form may be entertained only after the applicant and Planning Department have reviewed the referral and surrounding property owner comments. The Early Release Request may or may not be granted depending on referral comments and surrounding property owner concerns. Contact an Engineering representative from the Planning Department for more information. Application Fees: 1-5 Acres/ $50, 5.1 - 20 Acres/$100, 20.1 Acres or Greater/$200 + $1 per acre over 20. A Construction Stormwater Permit is also required with the State for disturbing more than 1 acre, Contact: Colorado Department of Public Health and Environment, Water Quality Control Division, Rik Gay, 303-692- 3575. This site IS NOT in a Geologic Hazard Area. This site IS NOT in a FEMA regulatory floodplain. A Site Plan will be required identifying the following (if applicable): o Show and label location of existing road, existing road right-of-way, future road right-of-way, and easements Show and label the urimaintained section line right-of-way Show and label location of the access(es) and label with access permit number Show and label the access turning radii (Residential — 25' Commercial — 60') Show and label the approved tracking control Show and label location of drainage related features i.e. detention pond(s), ditches, etc... Detention ponds shall be labeled as "No Build/Storage Area" and Include design volume Show and label the drainage flow arrows showing how the stormwater flows across the property Show and label the parking and traffic circulation flow arrows showing how the traffic moves around the property Please contact the following staff regarding the following Public Works issues: Access Permits: Morgan Gabbert nigabbe t(aweidgov•com 970-400-3778 Improvements Agreements: Evan Pinkham e�ninkham weld_gc_i.com 970-400-3727 Traffic Studies: Dawn Anderson dranderso►n( eidcov.com 970-400-3736 MS4 Areas: Lyridsay Holbrook Tholbrook@weidgovacom 970-400-3788 Right -of -Way Permits: Amy Joseph aiose��hy el isy.corr� 970-400-3764 Drainage: Hayley Balzano htalzano( lweidigov rcam 970-400-3738 P1annin De a rtment Additional fees may be included with the Building Permit such as Road Impact, County Facilities and Drainage fees. Please refer to the handout provided. Screening of the parking area or outdoor storage may be required from any adjacent landowners or public rights -of -way. Please identify any proposed lighting or signs on the Site Plan. Lighting needs to be downcast and shielded. A 16sf sign is allowed in the Agricultural Zone District; however if there are potentially any additional or larger signs please include those in the application. Staff urged the applicant to contact staff for any questions: Planner On Call available Monday through Friday 7:30 a.m. to 4:30 p,m. or contact Chris Gathman at 970-400- 3537 or cgathman@weldgov.com The applicant may be eligible for the Small Business Incentive Program (SKIP). Staff provided information regarding the program. Please visit i (ps iiww r.weiclgov,comicle artmentsipla.rning-and zoninq,!small busuness in a ti r rocr or contact Michelle Martin at 970-400-3571 or Tom Parko at 970-400-3572, for further direction. Staff provided information on Colorado's Enterprise Zone (EZ) program which provides state income tax credits to encourage businesses to locate/expand in designated economically distressed areas of the state. The Weld County EZ program is administered by Upstate Colorado Economic Development. Staff explained the USR process. The applicant shall submit 1 packet for a 7 -day completeness review. After the 7 -day completeness review the applicant will be informed of what items are still required to make the application complete. Staff requested that the applicant submit the remaining material in electronic form. Upon submittal of a completed application it will be sent out for referral for 28 days. The applicant will then meet with their Planner to discuss the referrals and address as many of the referrals as possible. At that meeting the Planning Commission hearing will be scheduled. The Board of county commissioners hearing typically follows approximately 3 weeks after the Planning Commission hearing. The above notes are provided as a courtesy to the applicant. While we strive to help identify as many potential issues upfront during the pre -application meeting we cannot anticipate every issue that may come up during the format application process. The information contained herein h a s been placed on file with the Department of Planning Services. The pre -application is valid for e period of one (1) year from the date of pre - application. If a formal application is not received following the time period specified herein the Planning Department reserves the right to require a new pre -application meeting. Please note that all land use, building and impact fees are subject to change throughout this time period. End memorandum. 6. Certificate of Conveyances (to be completed at end of the permitting process) CERTIFICATE OF CONVEYANCES STATE OF COLORADO COUNTY OF WELD WELD COUNTY DEPARTMENT OF PLANNING SERVICES The TITLE INSURANCE or ABSTRACT COMPANY hereby certifies that it has made a careful search of its records, and finds the following conveyances affecting the real estate described herein since August 30, 1972, and the most recent deed recorded prior to August 30, 1972. LEGAL DESCRIPTION: CONVEYANCES (if none appear, so state): Reception No. , Book Reception No. Book Reception No. Bock Reception No. Book Reception No. s Book Reception No. Bock Reception No. Book Reception No. o Book The certificate is made for the use and benefit of the Department of Planning Services of Weld County, Colorado. This certificate is not to be constructed as an Abstract of Title nor an opinion of Title, nor a guarantee Title and the liability of COMPANY, is hereby limited to the fee paid for this Certificate. In Witness Whereof, COMPANY, has caused this certificate to be signed by its proper officer this day of , 20 __, at Company: By: Authorized Signature FOR COMMERCIAL SITES, PLEASE COMPLETE THE FOLLOWING INFORMATION BUSINESS EMERGENCY INFORMATION: Business Na ReNewTrient II LLC Phone: 012-616-6370 Address: 33272 Oasis Road City, ST, zip; Center City, MN 55012 Business Owner: Ryan C. Brandt HomeAddress: 33272 Oasis Road Phone: 612-616-6370 City, ST, zip: Center City, MN 55012 List three persons in the order to be called in the event of an emergency: NAME TITLE ADDRESS PHONE Scott Wicks VP Sales and Marketing 1521 18th St, Spirit Lake, IA 51360 712-249-0699 Leigh Hart CEO 1725 Roe Crest Dr, North Mankato, MN 56003 507-382-1880 Hamsa Shadaksharappa Board Member 3 Harcourt Road, Scarsdale NY 10583 646-732-3946 Business Hours: SAM - 6PM (in general) Type of Alarm: None Burglar Name and address of Alarm Company: n!a Location of Safe: nla Days: Monday - Friday (Occasionally on weekends) Holdup 1 Fire Silent ❑ Audible *,***************************,************************************************************************************************ MISCELLANEOUS INFORMATION: Number of entry/exit doors in this building: _ Locations : Front and 'Back of building; Front door of office Is alcohol stored in building? No Location(s). Are drugs stored in building? No Location(s): Are weapons stored in building? No Location(s): The following programs are offere s a public service of the Weld Count heriff s Office. Please indicate the programs cif interest, Physical Security Check Crime Prevention Presentation UTILITY SHUT OFF LOCATIONS: Main Electrical: At power pole Gas Shut Off: nla Exterior Water Shutoff: n/2 Interior Water Shutoff: nia Hello