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Home My WebLink About20121751.tiff SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) APPLICATION • FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT#/AMOUNT# /$ CASE#ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number 1 3 0 9 - 0 7 - 1 - 0 0 - 0 0 6 (12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or www.co.weld.co.us) Legal Description pt E2NE4 Lot B of RE-4015 , Section 7 , Township 2 North, Range 66 West Zone District:AG , Total Acreage: 18.35 , Flood Plain:na , Geological Hazard: na Airport Overlay District: na FEE OWNER(S) OF THE PROPERTY: Name:C&M Rodriguez Services, Inc. Work Phone# Home Phone# Email Address: PO Box 677 Address: City/State/Zip Code Ft. Lupton, CO 80621 Name: Work Phone# Home Phone# Email Address: Address: City/State/Zip Code Name: • Work Phone# Home Phone# Email Address: Address: City/State/Zip Code APPLICANT OR AUTHORIZED AGENT(See Below:Authorization must accompany applications signed by Authorized Agent) Name:AGPROfessionals, LLC c/o Tim Naylor Work Phone# 970-535-9318 Home Phone# Email tnaylor@agpros.com Address:4350 Hwy 66 Address: City/State/Zip Code Longmont, CO 80504 PROPOSED USE: The proposal is to relocate an existing Oil and Gas Service business to this property. 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 i icating that the sig twit has to legal authority to sign for the corporation. 371;//e- Si ature: Owrf or Auttnif ed Agent Date Signature: Owner or Authorized Agent Date 2012-1751 AA AGPROfessionals LLC ■■ DEVELOPERS OF AGRICULTURE March 7, 2012 To Whom It May Concern: C & M Rodriguez Services, Inc. is contracted with AGPROfessionals, LLC to process work related to all land use and permitting processes. AGPROfessionals, LLC is authorized to represent and request the release of all records necessary on behalf of C & M Rodriguez Services, Inc. We respectfully request that all correspondence from the county be directed to Tim Naylor with AGPROfessionals, LLC. Sincerely, C &&M Rodriguez Service, M. Date • • ENGINEERING, SURVEYING, PLANNING & CONSULTING 4350 Highway 66,Longmont,CO 80504 970.535.9318/office 970.535.9854/fax www.agpros.com SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW(USR)QUESTIONNAIRE The following questions are to be answered and submitted as part of the USR application. If a question does not pertain to your use, please respond with"not applicable",with an explanation as to why the question is not applicable. 1. Explain,in detail,the proposed use of the property. The proposal is to relocate an existing Oil and Gas Service business to this property.The business will have an office and shop building and an outside storage area for vehicles and equipment. Service crews will depart daily to offsite work and return in the evening. This site will not be used as a retail site for public access or purchasing.An existing Use by Special Review permit, USR-1591,encumbers the site and will be vacated as required in the Weld County Code. It is requested that vacation of the USR be executed concurrently with this USR application. 2. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22 (Comprehensive Plan). This USR application has been prepared utilizing the process outlined in the Weld County Code and Procedural Guides.The Guiding Principles of the Comprehensive Plan found in Section 22-1-120 states, "Land use changes must afford flexibility based on the specific location and the particular circumstances encountered within the locality. It is also important to weigh the cumulative impacts that specific land use changes will have." This proposal is respectful of surrounding uses.There is an existing farm implement business immediately north of the property and a Use by Special Review for an outdoor storage facility to the south. The application is consistent with Section 22-2-20 G. A.Goal 7. "County land use regulations should protect the individual property owner's right to request a land use change. 2. A.Policy 7.2. Conversion of agricultural • land to nonurban residential, commercial and industrial uses should be accommodated when the subject site is in an area that can support such development, and should attempt to be compatible with the region." The site is located along the Highway 85 corridor and is central to the oil and gas support base in Weld County and throughout Colorado. 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. The proposal is for an oil and gas support business in the Agricultural Zone.This proposal is allowed in the Ag Zone as a Use by Special Review as called in Chapter 23,23-3-40. 23-3-40 A. Mineral resource development facilities including: 2. Oil and Gas Support and Service. Adequate provision has been made to protect the health, safety and welfare of the inhabitants of the neighborhood and the County. Operation Standards as found in Section 23-2-260 of the Weld County Code were consulted in preparing this application. 4. What types of uses surround the site? Explain how the proposed use is consistent and compatible with surrounding land uses. The surrounding area has multiple uses including production agriculture, rangeland,oil and gas production and scattered residential uses,a USR property for outdoor storage and a farm implement sales business. 5. Describe, in detail,the following: a. How many people will use this site? It is proposed that 2-4 full time employees will be at this site in the office and 30 employees will pick • up equipment and work off site. Off site employees will be at the facility for less than 4 hours per day. • b. How many employees are proposed to be employed at this site? It is proposed that 35 full time employees will be employed at this site in the future depending on business conditions. 4 will be at the site for 8 hours per day. 30 will be at the site less than 4 hours per day. c. What are the hours of operation? The facility is projected to be operational Monday-Sunday, seventeen hours per day. 5 A.M.to 10 P.M. Dawn to Dark. Normal business hours will be from 6 A.M.to 5 P.M., Monday through Friday. d. What type and how many structures will be erected(built)on this site? A metal building will be constructed for the office and shop facility. Building envelopes have been identified for the shop and future shop building.All applicable building permits will be acquired for the commercial use of the buildings. e. What type and how many animals, if any,will be on this site? None. f. What kind(type, size,weight)of vehicles will access this site and how often? Typical vehicles accessing this site include employee and owner vehicles and service trucks. The following numbers are anticipated upon full build-out of the site: • Dump trucks:4 per day 1 ton flat bed trucks: 15 per day Pickups and cars:30-50 per day for full time employees. g. Who will provide fire protection to the site? Platteville-Gilcrest Fire Protection District h. What is the water source on the property? (Both domestic and irrigation) A commercial well permit application has been submitted for a well.There is no irrigation water. Based on the definition of a"transient population"in the Colorado Primary Drinking Water Regulations,the facility will not be a Public Water System and will not require a Public Water Supply permit as the facility will have less than 25 employees will be on site for more than four hours per day,for four or more days per week,for six months or more per year. What is the sewage disposal system on the property? (Existing and proposed). The new buildings will be designed with bathroom facilities and a permitted I.S.D.S.The use of portable restrooms is requested during construction of the office and shop. j. If storage or warehousing is proposed,what type of items will be stored? Storage and warehousing is not proposed to be a main activity of this request; however, storage of iron, hardware,welding supplies,installation equipment including tractors and trailers,service and miscellaneous business supplies will be stored on site to accommodate daily business requirements. Oil and Gas equipment such as stairs may be stored outside temporarily while waiting for field installation. Outside storage will • remain within the fenced areas of the facility. • 6. Explain the proposed landscaping for the site. The landscaping shall be separately submitted as a landscape plan map as part of the application submittal. A 6' privacy fence constructed of suitable material such as corrugated metal or plastic is planned for screening. No additional landscaping is planned. 7. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. Reclamation procedures include compliance with applicable regulations and operated as a dry shop.Should the facility be permanently discontinued, it would be marketed under applicable county planning and zoning regulations to its permitted use. 8. Explain how the storm water drainage will be handled on the site. The storm water drainage will be directed to a Water Quality Feature designed for the site based on the requirements for the new building. Historically,there have been no drainage issues with the existing site. 9. Explain how long it will take to construct this site and when construction and landscaping is scheduled to begin. Construction is proposed to commence upon approval of the Permit and should be completed within 6 months to 1 year. 10. Explain where storage and/or stockpile of wastes will occur on this site. There will be no storage of wastes on this site. All materials will be in the production stream, recycled or collected in dumpsters and sent to the landfill.All materials not collected in dumpsters will be stored inside. Any wastes produced from employees will be contained in a dumpster and hauled off regularly by a • sanitation service such as Waste Management or B&C Refuse Company. • 14). 4, Weld County Public Works Dept. 3 '' 1111 H Street ACCESS PERMIT (is Apr co P.O. Box 758 l° ,i air Greeley,CO 80632 APPLICATION FORM Bc./ W/C OQ` Phone: (970)304-6496 Fax: (970)304-6497 Applicant Property Owner(If different than Applicant) Name C&M Rodriguez Services, Inc. Name Company C&M Rodriguez Services, Inc. Address Address PO Box 677 City State_ Zip City Ft. Lupton State CO Zip 80621 Phone Business Phone 303-746-4530 Fax Fax E-mail E-mail srodriguez0911@gmail.com ♦= Existing Access a= Proposed Access Parcel Location&Sketch The access is on WCR 25.5 Nearest Intersection:WCR 22.5 &WCR 25.5 WCR 24 Distance from Intersection 2000' Parcel Number 130907100006 to 7-2-66 N Section/Township/Range T. 6eg • Is there an existing access to the property�YE5 NO Number of Existing Accesses 1 Road Surface Type&Construction Information Asphalt n Gravel R Treated n Other WCR%Z S Culvert Size&Type I/M111 11 j Wl wi\ IG t Wl i' Materials used to construct Access lariU;,11 Construction Start Date'JUA i.2IIZFinish Date J vAmt Zola- Proposed Use Temporary(Tracking Pad Required)/$75 ❑Single Residential/$75 0 Industrial/$150 a Small Commercial or Oil& Gas/$75 Large Commercial/$150 ❑Subdivision/$150 ❑Field (Agriculture Only)/Exempt Is this access associated with a Planning Process? ❑No DUSR ❑RE ❑PUD ❑Other Required Attached Documents -Traffic Control Plan -Certificate of Insurance -Access Pictures (From the Left, Right, & into the access) By accepting this permit,the undersigned Applicant,under penalty of perjury,verifies that they have received all pages of the permit application;they have read and understand all of the permit requirements and provisions set forth on all pages;that they have the authority to sign for and bind the Applicant,if the Applicant is a corporation or other entity;and that by virtue of their signature the • Applicant is bound by and agrees to comply with all said permit requirements and provisions,all Weld County ordinances,and state laws regarding facilities nstruction. Signature Printed Name Fr -y Mal rm Date . // (/j2 Approval r Denial will be is d in mini of 5 days. !Approved by Revised Date 6/29/10 C&M Rodriguez Services, Inc proposed access WCR 25.5+/-3250' south of WCR 24.5 View to North 'sue .• ..w. �F.... ,-y�� "7'C 3i�J kT .z.�f'�,� `„^ .. �a:,, S View to south .ai View into property S C4VW OD v uEZ ezvlco No. . Typical Traffic Control Plan Diagram • TO Via- 226 ROAD WORK AHEAD 500 FT 4O AC test 7— .11/44 tlo O O • 500 FT ROAD WORK AHEAD 'r vi dg_- 245 1 Notes: 1 . The above diagram is typical for normal shoulder work applications. Additional signing may be required. 2. Vehicles or construction equipment shall not be parked in the travel way and should be moved to the shoulder. If vehicles or construction equipment are not able to be moved out of the way of traffic, channelizing devices are required for day use only. No night time obstructions are allowed. • • FOR COMMERCIAL SITES, PLEASE COMPLETE THE FOLLOWING INFORMATION BUSINESS EMERGENCY INFORMATION: Business Name:C&M Rodriguez Services, Inc. Phone:303-746-4530 Address:TBD City, ST, Zip: Business Owner:C&M Rodriguez Services, Inc. Phone:303-746-4530 Home Address: PO Box 677 City, ST, Zip: Ft. Lupton, CO 80621 List three persons in the order to be called in the event of an emergency: NAME TITLE ADDRESS PHONE Silvia Rodriguez 303-746-4530 Business Hours:5 am-10 pm Days: Sunday-Saturday Type of Alarm: None Burglar Holdup Fire Silent Audible • Name and address of Alarm Company: Location of Safe: MISCELLANEOUS INFORMATION: Number of entry/exit doors in this building:TBD Location(s): 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 offered as a public service of the Weld County Sheriff's Office. Please indicate the programs of interest. Physical Security Check Crime Prevention Presentation UTILITY SHUT OFF LOCATIONS: Main Electrical:TBD Gas Shut Off:TBD Exterior Water Shutoff:TBD Interior Water Shutoff:TBD • AA AGPROfessionals, LLC • DEVELOPERS OF AGRICULTURE C & M Rodriguez Services, Inc. Dust Abatement Plan, Waste Management Plan and Traffic Narrative On-Site Dust Abatement Plan: Gravel and or road base will be used at the entrance and on the internal roadways and parking areas to control dust on site. Due to the close proximity of the infrastructure and short travel roads, minimal vehicle speeds will be maintained to minimize excessive dust conditions. Should nuisance dust conditions arise, a water tanker truck, or portable sprinkling systems from an offsite water supply such as a Central Weld County Water District fire hydrant, or magnesium chloride maybe used for moisture control on roadways to minimize nuisance dust conditions. Waste Management Plan: There will be no storage of wastes on this site. All materials will be in the production stream, recycled or collected in dumpsters and sent to the landfill. All materials not collected in dumpsters will be stored inside. Chemicals stored on site include standard household cleaning items and the • volumes very minimal. While oil changes are not anticipated to be done on site, if necessary, used oil and anti-freeze is hauled off site to an appropriate facility. All shop floor drains will drain to a vault and hauled off site to an appropriate facility. Any wastes produced from employees will be contained in a dumpster and hauled off regularly by a sanitation service such as B&C Refuse, Platteville, CO 80651, (970) 785-2908. Traffic Narrative: An Access Permit Application has been submitted for access to the facility. A tracking pad of recycled asphalt or double cattle guards will be installed. Typical vehicles accessing this site include employee and owner vehicles and oil field service trucks, as noted below. Traffic will enter the property on Weld County Road 25.5 from Weld County Road 24.5 from the north and Weld County Road 22.5 from the south. It is anticipated that the traffic flow will be 50% to the north and 50%to the south depending on business needs. The following vehicle numbers are anticipated upon full build-out of the site: Dump truck:4 per day 1-ton flat bed trucks: 15 per day Pickups and cars:30-50 per day for full time employees. • ENGINEERING, SURVEYING, PLANNING & CONSULTING 4350 Highway 66 Longmont,CO 80504 970.535.9318/ office 970.535.9854/fax❑ www.agpros.com AA• AGPROfessionals LLC ■ DEVELOPERS OF AGRICULTURE C&M Rodriguez Services, Inc. Drainage and Water Quality Features Historically, the site drains to the north to the County barrow ditch. The site will be graded to sheet flow to a drainage collection area on the northwest corner of the lot. Preliminary design storage will be approximately 0.17 acre-feet including Phase II areas as shown in the attached Water Quality Depression Calculations. • • ENGINEERING, SURVEYING, PLANNING & CONSULTING 4350 Highway 66 s Longmont,CO 80504 970.535.9318/office 1 970.535.9854/fax I www.agpros.com C &M Rodriguez Services, Inc. • Water Quality Depression Calculations Impervious Acreage Roofs Sq. Ft. Shop 12000 Office 800 Shop (Phase II) 12000 Shop 0 Future 0 Total Roof Area(ft2) 24800 Concrete Garage Apron 0 Office Apron 400 Shop Apron 1500 Future Shop Apron (Phase II) 1500 South half of road 0 Total Concrete Area(ft2) 3400 • Gravel Area/Gravel Roads Gravel Parking 200000 Gravel Road 2000 Gravel Parking(Phase II) 66500 Gravel Road (Phase II) 2000 Total Gravel Area(ft2) 270500 Total Drainage Area (Acres) 805860 Total Impervious Area (ft2) 28200 Total Gravel Area (ft2) 270500 Total Undeveloped/Grass Area(ft2) 507160 Total Property Area (Acre) 18.50 %Impervious 18% SQ-2 24 hr Drain time(approximate)-Look up method 0.11 Required Storage(acre-feet)* 0.170 * Based on Drainage Criteria Manual(V.3) Requ'd Storage formula look up method a = 1.00 WQCV=a*(.91*i3-1.19i2+.78i)= 0.108 • Required Storage=(WQCV/12)(Total drainage area)= 0.166 acre-feet Required Storage in Cubic Feet= 7250 cu-ft Required Storage in Gallons= 54,235 gallons DRAINAGE CRITERIA MANUAL(V. 3) STORMWATER QUALITY MANAGEMENT • 0.50 0.45 40-hour Drain Tim- 0.40 24-hour Drain Tim- „ 0.35 0.30 WQcv=a`(O.9n3-1.1912+0.781) 6-hr drain time a=0.7 m 12-hr drain time a =0.8 a 0.25 24-hr drain time a =0.9 3 40-hr drain time a =1.0 0.20 U d 3 0.15 12-hour Drain Time 0.05 6-hour Drain Time 0.05 • 0.00 (g7 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Total Imperviousness Ratio(i=4,1100) Figure SQ-2—Water Quality Capture Volume (WQCV), 80t° Percentile Runoff Event • 10-2005 SQ-25 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL(V. 3) STORMWATER QUALITY MANAGEMENT • basins can provide less holding time for the predominant number of smaller storms. Larger basins can result in less net reduction of pollutants than is obtained when using the recommended 80th percentile capture volume that can be obtained from Figure SQ-2. Storms larger than the 80th percentile events still receive some treatment when their capacity is exceeded by larger storms, but at a somewhat lower efficiency. Thus, the law of diminishing returns for cost-effective pollutant removal takes effect, not only because of the large number of small storms found in the total population of storms, but because the first flush of runoff for larger storm is also captured and that pollutant removal continues to occur for in-line capture basins when the runoff exceeds their design capacity. 4.4 Determining the Water Quality Capture Volume 4.4.1 Use of Directly Connected Impervious Area The procedures described in the RAINFALL and in the RUNOFF chapters of Volume 1 of the Manual are intended for the design of drainages and flood facilities that prevent damage to property and help protect human life. These procedures show that the depth of rainfall produced from a design storm varies somewhat throughout the Denver region and that runoff is a function of total imperviousness. Water quality enhancement focuses more on the smaller events that deliver frequent flow pulses and pollutant loads to the receiving waters. The runoff volume for smaller events is especially sensitive to the • impervious area that is hydraulically connected to the stormwater runoff system. The impervious portion of a watershed determines the runoff volume that needs to be used for the design of water quality facilities, and the percentage of impervious surface therefore becomes important in the design of structural BMPs. The RUNOFF chapter of the Manual, Volume 1, includes the methodology for calculating basin imperviousness. This procedure needs to be modified, however, when using the practice of minimizing directly connected impervious areas in combination with extended detention basins, retention ponds, wetlands, and other practices depended on a design water quality capture volume. Whenever applicable, the needed modifications are described in the appropriate chapters of this volume of the Manual. 4.4.2 Water Quality Capture Volume(WQCV! All structural BMPs recommended in this volume of Manual are based on the 80th percentile event. Specific guidance for finding the needed WQCV is provided in each BMP types' design section. This WQCV varies with the type of BMP used and is based on the time it takes to fully drain the brim-full WQCV. Figure SQ-2 summarizes the WQCV requirements as a function of the tributary catchments total imperviousness as a ratio of the total area of the catchment for 6-, 12-, 24-, and 40-hour drain times of the WQCV. • 10-2005 SQ-23 Urban Drainage and Flood Control District STORMWATER QUALITY MANAGEMENT DRAINAGE CRITERIA MANUAL(V. 3) • Figure SQ-2 is appropriate for use in Colorado's high plains near the foothills. For other portions of Colorado or of United States, the WQCV obtained from this figure can be adjusted using the following relationships: WQCVO =d6 WQCV 0.43 in which, WQCV = Water quality capture volume taken from Figure SQ-2 WQCV0 = Water quality capture volume outside the Denver region d6 = Depth of average runoff producing storm from Figure SQ-3(watershed inches) Once the WQCV in watershed inches is found from Figure SQ-2, then determine the required storage volume in acre-feet as follows: Required storage =�WQCV�(Area) 12 in which, • Required storage = Required storage volume in acre-feet Area = The tributary catchment's area upstream in acres The independent variable in Figure SQ-2 is the total imperviousness ratio(i.e., i=1„.q/100)of the tributary watershed (catchment). The chapter on RUNOFF in Volume 1 of the Manual contains guidance for how to find the total imperviousness of a watershed and its use is recommended. Figures SQ-4,SQ-5 and SQ-6 are duplicated in this chapter to help the reader estimate the imperviousness of single family residential areas. Note that these figures require the knowledge of the average housing densities, types of housing, and average human occupied total square footage of the houses in the area to find the imperviousness of these areas. • SQ-24 10-2005 Urban Drainage and Flood Control District Hello