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Home My WebLink About20032857.tiff ADMINISTRATIVE REVIEW FLOW SHEET pp J(( CASE# Sric_— 025$ APPLICANT: c- 1514 ,o$ { �.-vc 1 �rt. 1, +�G REQUEST: eas-s rR .L-"1,..�Q[ 4, �tice�'}�3Ia.clie4 _ ^"�vvl-dci�✓� ?- 'RC G Z LEGAL: LOT A .4tL - IL3 / LC -IJ/ t� - No/4 tr0t z6--3 -(,g c��s{itt. LOCATION: S �'. *. 'Std 66 • 'iprr..( 1/4 t«.k e-h I- ?�i PARCEL NUMBER: Date By Application Received 6/Io(Q6 Application Completed r. Px. 111 Referrals listed 6711/014 r File assembled 101 LQ� 44 Letter to applicant mailed 'Q i 51 qt,, Vicinity map prepared Referrals mailed (P( 8la6 `-j? Chaindexed (F1 ' {c0 - Field check by DPS staff � KG Administrative Review decision:1�C .vcf� History card completed Date By COMMISSIONER HEARING DATE Surrounding property owners notified - Air photo and maps prepared CC action: CC resolution received History card completed Recorded on maps and filed Overlay Districts j - Zoning Yes f77 No Airport Yes_ No Geologic Yes No Flood Hazard Yes No 2003-2857 joc(0-704% DEPARTMENT OF PLANNING SERVICES PHONE (970)353-6100, EXT.3540 FAX (970) 352-6312 WELD COUNTY ADMINISTRATIVE OFFICES 1400 N. 17TH AVENUE C GREELEY, COLORADO 80631 COLORADO June 13, 1996 SBA of Denver, Inc for Spirit Spectrum L.P. Attn: Nate Foster 6312 S. Fiddlers Green Circle Englewood, CO 80111 Subject Request for a Site Plan Review for a Communication Tower, John Deere Dealership and Restaurant in the C-3 district on a parcel of land described as Lot A of RE-123, located in the NW4 of Section 23, T3N, R68W of the 6th P.M.,Weld County, Colorado. Dear Applicant: Your application and related materials for the request described above are being processed at this time. You will be notified by this office within 45 days of the application and at the end of the review period regarding the site plan. If you have any questions concerning this matter, please feel free to call or visit our office. Sincerely, Todd A. Hodges Lead Planner TAH/jeb Service,Teamwork,Integrity,Quality CHECKLIST FOR SITE PLAN REVIEW SITE PLAN REVIEW CHECKLIST CASE NO.: SPR-258 SITE PLAN REVIEW NAME: SBA of Denver,Inc.for Sprint Spectrum LEGAL DESCRIPTION: Lot A of RE-123,located in the NW/4 of Section 26,T3N,R68W of the 6th P.M.,Weld County,Colorado. ZONING:C-3 YES NO 1. SITE PLAN CERTIFICATION X 2. PROPOSED USE:Addition of a cellular antenna to an existing John Deere dealership and restaurant. 3. RETENTION FACILITIES ENGINEERING DEPARTMENT APPROVAL DATE:June 26, 1996--conditional 4. OFFSTREET PARKING X 5. LOADING AREAS X 6. ACCESS-Department of Transportation APPROVAL DATE:conditional 7. SETBACK REQUIREMENTS X 8. OFFSET REQUIREMENTS X 9. LANDSCAPING--existing sight X 10. TRASH COLLECTION AND STORAGE X 11. POTABLE WATER X 12. SEWAGE DISPOSAL X 13. ENVIRONMENTAL STANDARDS NOISE X AIR QUALITY X WATER QUALITY X RADIATION X HEAT X LIGHT X PROPERTY MAINTENANCE X This Site Plan Review is approved with the attached conditions: I. All liquid and solid wastes shall be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. 2. No permanent disposal of wastes shall be permitted at this site. 3. Waste materials shall be handled,stored,and disposed in a manner that controls fugitive dust,blowing debris,and other potential nuisance conditions. 4. Fugitive dust shall be controlled on this site. 5. The maximum permissible noise level shall not exceed the commercial limit of 60 db(A),as measured according to 25-12-102,Colorado Revised Statutes. SPR-258,Conditions of Approval Sprint Page 2 6. The site shall maintain compliance with the regulations/standards of the Colorado Department of Transportation. 7. Outside storage of materials,trash collection,and storage areas shall be screened from adjoining properties and public rights-of-way. 8. The property shall be maintained in such a manner that grasses and weeds are not permitted to grow taller than twelve(12)inches. The property owner shall not allow the growth of noxious weeds. 9. The site shall maintain compliance with the regulations/standards of the Mountain View Fire Protection District. 10. All retail,market,and food establishment activities conducted on this site shall comply with all applicable rules and regulations of Consumer Protection Division of the Colorado Department of health. 11. Any future development of the site shall meet the landscape requirements at the time of application. 12. Any future development or expansion of the site shall require a new Site Plan Review application being submitted, reviewed,approved and all conditions met prior to receiving building permits or the use. 13. Prior to release of Building Permits: A. The site plan shall be amended to show the location of all employee and customer parking in conformance with Section 41.1 through 41.3 of the Weld County Zoning Ordinance. B. The site plan shall be amended to show the location of all display areas,storage areas,and trash collection areas. 7a C. The site plan shall be amended to show the location of the loading areas. A d� �PGb t ,.t. The approved detention facility shall be delineated on the site plan. E. A copy of the amended site plan shall be submitted to the Department of Planning Services for review and approval. . % The property owner shall submit evidence to the Department of Planning Services that the existing septic system(s)is currently permitted through the Weld County Health Department or that an I.S.D.S.Evaluation has been performed on the existing system(s) 14. Prior to release of the Certificate of Occupancy: A. The applicant shall submit a drainage report for the entire site to the Department of Planning Services for review and approval by the Weld County Public Works Department. B. The applicant shall submit a waste handling plan to the Environmental Protection Service Division of the Weld County Health Department for review and approval. The plan shall include at a minimum the following: 1.) A list of wastes which are expected to be generated on site,specifically from the farm implement dealer. The list shall include expected volumes and types of waste generated. 2.) A list of the type and volume of chemicals expected to be stored on site. 3.) The waste handler/facility where the waste will be disposed. Include the facility name,address, and phone number of the handler/facility. C. The applicant shall submit to the Department of Planning Services for review and approval a landscape plan for the planting areas(labeled rock on the site plan)north of the buildings. The requirement of additional landscape in the planting areas is in lieu of the site meeting the landscape criteria on the northern portion of the property. /� r Site Plan Review conditionally approved by: veytf/ .. 'Date: July 16, 1996 Todd A.Hodges' LeOlanner To: Nathan Foster Fax: (303) 770-5082 From: Todd Hodges Date: July 16, 1996 Pages: 3, including cover sheet. The final draft. If you have any questions, give me a call. Have a good day Nate. fax From the desk of... Todd Hodges Current Planner Weld County Government 1400 North 17th Avenue Greeley, CO 80631 (303)353-6100 Extention 3540 Fax:(303)351-0978 CHECKLIST FOR SITE PLAN REVIEW SITE PLAN REVIEW CHECKLIST CASE NO.: SPR-258 SITE PLAN REVIEW NAME: SBA of Denver,Inc.for Sprint Spectrum LEGAL DESCRIPTION: Lot A of RE-123,located in the NW/4 of Section 26,T3N,R68W of the 6th P.M.,Weld County,Colorado. ZONING:C-3 YES NO 1. SITE PLAN CERTIFICATION X 2. PROPOSED USE:Addition of a cellular antenna to an existing John Deere dealership and restaurant. 3. RETENTION FACILITIES ENGINEERING DEPARTMENT APPROVAL DATE:June 26, 1996--conditional 4. OFFSTREET PARKING X 5. LOADING AREAS X 6. ACCESS-Department of Transportation APPROVAL DATE:conditional 7. SETBACK REQUIREMENTS X 8. OFFSET REQUIREMENTS X 9. LANDSCAPING--existing sight X 10. TRASH COLLECTION AND STORAGE X 11. POTABLE WATER X 12. SEWAGE DISPOSAL X 13. ENVIRONMENTAL STANDARDS NOISE X AIR QUALITY X WATER QUALITY X RADIATION X HEAT X LIGHT X PROPERTY MAINTENANCE X This Site Plan Review is approved with the attached conditions: 1. All liquid and solid wastes shall be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. 2. No permanent disposal of wastes shall be permitted at this site. 3. Waste materials shall be handled,stored,and disposed in a manner that controls fugitive dust,blowing debris,and other potential nuisance conditions. 4. Fugitive dust shall be controlled on this site. 5. The maximum permissible noise level shall not exceed the commercial limit of 60 db(A),as measured according to 25-12-102,Colorado Revised Statutes. SPR-258,Conditions of Appre.al Sprint Page 2 6. The site shall maintain compliance with the regulations/standards of the Colorado Department of Transportation. 7. Outside storage of materials,trash collection,and storage areas shall be screened from adjoining properties and public rights-of-way. 8. The property shall be maintained in such a manner that grasses and weeds are not permitted to grow taller than twelve(12)inches. The property owner shall not allow the growth of noxious weeds. 9. The site shall maintain compliance with the regulations/standards of the Mountain View Fire Protection District. 10. All retail,market,and food establishment activities conducted on this site shall comply with all applicable rules and regulations of Consumer Protection Division of the Colorado Department of health. 11. Any future development of the site shall meet the landscape requirements at the time of application. 12. Any future development or expansion of the site shall require a new Site Plan Review application being submitted, reviewed,approved and all conditions met prior to receiving building permits or the use. 13. Prior to release of Building Permits: A. The site plan shall be amended to show the location of all employee and customer parking in conformance with Section 41.1 through 41.3 of the Weld County Zoning Ordinance. B. The site plan shall be amended to show the location of all display areas,storage areas,and trash collection areas. C. The site plan shall be amended to show the location of the loading areas. D. The approved detention facility shall be delineated on the site plan. E. A copy of the amended site plan shall be submitted to the Department of Planning Services for review and approval. F. The property owner shall submit evidence to the Department of Planning Services that the existing septic system(s)is currently permitted through the Weld County Health Department or that an I.S.D.S.Evaluation /4 has been performed on the existing system(s) G. he applicant shall submit a waste handling plan to the Environmental Protection Service Division of the eld County Health Department for review and approval. The plan shall include at a minimum the following: 1.) A list of wastes which are expected to be generated on site,specifically from the farm implement dealer. The list shall include expected volumes and types of waste generated. - n 2.) A list of the type and volume of chemicals expected to be stored on site. 3.) The waste handler/facility where the waste will be disposed. Include the facility name,address, L and phone number of the handler/facility. 'H. The applicant shall submit to the Department of Planning Services for review and approval a landscape plan for the planting areas(labeled rock on the site plan)north of the buildings. The requirement of additional landscape in the planting areas is in lieu of the site meeting the landscape criteria on the northern portion of the property. 14. Prior to release of the Certificate of Occupancy: I {. The applicant shall submit a drainage report for the entire site to the Department of Planning Services for review and approval by the Weld County Public Works Department. Site Plan Review conditionally approved by: l+ � 14--- ' Date: July 16, 1996 Todd A.Hodges L;,a Planner To: Nathan Foster Fax: (303) 770-5082 From: Todd Hodges Date: July 16, 1996 Pages: 3, including cover sheet. ( of rtc- A/ < Nate, review this and call if you have any questions. I will be out of the office for the next three days. Have a good day. fax From the desk of... Todd Hodges Current Planner Weld County Government 1400 North 17th Avenue Greeley, CO 8063 I (303)353-6100 Extention 3540 Fax:(303)351-0978 CHECKLIST FOR SITE PLAN REVIEW SITE PLAN REVIEW CHECKLIST CASE NO.: SPR-258 SITE PLAN REVIEW NAME: SBA of Denver,Inc. for Sprint Spectrum LEGAL DESCRIPTION: Lot A of RE-123, located in the NW/4 of Section 26,T3N,R68W of the 6th P.M., Weld County,Colorado. ZONING: C-3 cep; L�.( . YES NO 1. SITE PLAN CERTIFICATION X 2. PROPOSED USE:Addition of a cellular antenna to an existing John Deere dealership and restraunt. 3. RETENTION FACILITIES ENGINEERING DEPARTMENT APPROVAL DATE:June 26, 1996--conditional 4. OFFSTREET PARKING X 5. LOADING AREAS X 6. ACCESS-Department of Transportation APPROVAL DATE:conditional :, * 0- ``is 7. SETBACK REQUIREMENTS yPra, 8. OFFSET REQUIREMENTS 1 ti ' X , 9. LANDSCAPING--existing sighit .. 3L ) .. ,. art . w , i 10. TRASH COLLECTION AND STORAGE'.s Ot C X r 11. POTABLE WATER X 12. SEWAGE DISPOSAL X t. ill 13. ENVIRONMENTAL STANDARDS 0� b ki �� 1 NOISE }( AIR QUALITY X ,th' WATER QUALITY X ei)(1 RADIATION X silli,.4 42- HEAT X e LIGHT X 1A--, Y ' PROPERTY MAINTENANCE X ��,,\` This Site Plan Review is approved with the attached conditions: "' 1 ljJb 1. All liquid and solid wastes shall be stored and removed for final disposal in a manger that protects against'- surface and groundwater contamination. `��/ 2. No permanent disposal of wastes shall be permitted at this site. \,\)/^ k c 1 SPR-258,Conditions of Approval Sprint Page 2 3. Waste materials shall be handled, stored,and disposed in a manner that controls fugitive dust,blowing debris, and other potential nuisance conditions. 5. Fugitive dust shall be controlled on this site. 6. The maximum permissible noise level shall not exceed the light industrial limit of 70 db(A), as measured according to 25-12-102,Colorado Revised Statutes. 8. The site shall maintain compliance with the regulations/standards of the Colorado Department of Transportation. 9. Outside storage of materials,trash collection,and storage areas shall be screened from adjoining properties and public rights-of-way. 10. The property shall be maintained in such a manner that grasses and weeds are not permitted to grow taller than twelve(12)inches. The property owner shall not allow the growth of noxious weeds. 11. The site shall maintain compliance with the regulations/standards of the Mountain View Fire Protection District. 12. All retail,market,and food establishment activities conducted on this site shall comply with all applicable rules and regulations of Consumer Protection Division of the Colorado Department of health. 13. Prior to release of Building Permits: A. The site plan shall be amended to show the location of all employee and customer parking in comformance with Section 41.1 through 41.3 of the Weld County Zoning Ordinance. B. The site plan shall be amended to show the location of all display and storage areas. C. The site plan shall be amended to show the location of the loading areas. The approved detention facility shall be delineate n the site plan. "rec ovr ( si. d- ex E. A copy the ankended site plan shall be submiq to the Department of Planning Services for review and approval. 14. Prior to release of the Certificate of Occupancy: The applicant shall submit a drainage report for the entire site to the Deparment of Planning Services for review and approval by the Weld County Public Works Department. Site Plan Review conditionally approved by: Date: July 16, 1996 Todd A.Hodges Lead Planner 52-07-02-SA Weld County Planning Dept. SITE PLAN REVIEW APPLICATION • Department of Planning Services JUN 1 0 1996 1400 N. 17th Avenue, Greeley, Colorado 80631, Phone 353-6100, Ext. 3540 RECEIVED Case Number Date Received Application Fee Receipt Number TO BE COMPLETED BY APPLICANT: (Please print or type, except for necessary signature). LEGAL DESCRIPTION OF PROPERTY: (Attach separate sheet if necessary) See Exhibit "A" PROPERTY ADDRESS (if available) 4322 Highway 66, Longmont, CO 80504 PRESENT ZONE C-3 OVERLAY ZONES None TOTAL ACREAGE Ownership: 16 acres; 25 ' x 30 ' ; Leasehold: 250 sq. feet PROPERTY OWNER: Name: Fred Sekich Address: 4322 Highway 66 City Longmont, CO Zip 80504 Home Telephone 970-535-4474 Business Telephone 970-535-4474 APPLICANT OR AUTHORIZED AGENT(if different than above): Name: SBA of Denver, Inc. for Sprint Spectrum L. P. Address: 6312 S. Fiddlers Green Cir, City Englewood, CO Zip 80111 Suite 510N Home Telephone N/A Business Telephone 303-770-3830 I 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 knowledge. COUNTY OF WELD ) ss. STATE OF COLORADO ) shC7 Signature: //g e. Owner or Authorized Agent . Subscribed and sworn to before me this CC''I]') day of ,ia y..: 5 •.� fp1AW��g 1�''�' ��/ N TARY PUBLIC ' N Ng!U(iHA Jon ex'res (�;-Y,c-( a 4��_ 1�/ / 9 747 I J •. ��9� •., QQ REVISED: March 1994 SITE PLAN CERTIFICATION I hereby certify that the uses, buildings, and structures located on: Lot A, NW 1 of Sec. 26 , Township 3 North, Range 68 West are (legal description) designed and will be constructed and operated in accordance with the applicable performance standards and district requirements for the C-3 zone district as stated in the Weld County Zoning Ordinance and in accordance with any conditions imposed by the Board of County Commissioners at the time the property was zoned or rezoned. I understand my failure to comply with the performance standards and/or any conditions could result in the County initiating a compliance action against me. -7 7 a.I Signature of Property Owner The foregoing instrument was subscribed and sworn to before me this /O day of wne , 19 4 , by //lick ,cekrct� S _ WITNESS my hand and official seal. My Commission expires: 5'- /-OO Notary Public EXHIBIT "A" John Deere Site #52-07-02-SA Legal Description Site Address: 4322 Highway 66, Longmont, CO 80504 Lot A, recorded Exemption No. 1207-26-2-RE123, situated in the Northwest Quarter of Section Twenty-Six (26), Township Three (3) North, Range Sixty- Eight (68) West (NW 'A Sec 26, T 3 N, R 68 W) of the Sixth P.M., location at 1-25 and Colorado Highway 66, City of Longmont, County of Weld, State of Colorado. SB SBA of Denver,Inc. • Wireless Communications Consultants National&International SBA of Denver, Inc. 6312 S. Fiddler's Green Circle, Suite 510N Englewood, CO 80111 FAX:(303)770-5082• Phone. (303)770-3830 June 7, 1996 Todd Hodges Department of Planning Services Weld County 1400 N. 17th Avenue Greeley, CO 80631 Dear Mr. Hodges: SBA of Denver,Inc. is the authorized agent for Sprint Spectrum,L.P. in their request to locate a Personal Communication Services Site at John Deere at 4322 Highway 66 in Weld County. Sprint Spectrum is the leading national participant in the PCS market. It is a limited partnership comprised of four major corporations, Sprint Corporation, Tele-Communications,Inc. (TCI), Comcast, and Cox Communications. In the Spring of 1995,the Federal Communications Commission (FCC) auctioned all 51 MTA (Major Trading Area) licenses for the PCS portion of the radio frequency spectrum; Sprint Spectrum purchased 31 licenses in the U.S. including the Denver MTA license which includes most of Colorado,pans of Kansas,Wyoming,Utah,South Dakota and Nebraska. By FCC mandate, Sprint Spectrum must have 33%of its licensed markets built-out within five years and 66%in ten years. As pan of the build-out, Sprint Spectrum's application request is for construction of a new monopole and ancillary equipment. In accordance with Weld County policy, this type of development will be allowed following approval from the Site Plan Review process. Sprint Spectrum is also applying for a Subdivision Exemption Plat. We have included a detailed project description, information pertaining to the PCS technology for your reference and the following application materials: 10 Sets - Site Plan Map 10 Sets - Site Plan Application 10 sets - Existing Development Description 10 Sets - Proposal Description 10 Sets - Title Commitment 10 Sets - Subdivision Exemption Plat Sprint Spectrum needs to be under construction on this facility by the end of July. Any assistance that you could provide to expedite this process would be appreciated. Please contact me at (303) 770-3830 should you have any initial comments or need any additional information. Thank you for your help up to this point and I look forward to continue working with you and the Department on this project. Since Nathan Foster r SBA of Denver Enclosures cc: Jill Jelinek, SSLP John Deere Site Plan Review Introduction This narrative accompanies the application for Site Plan Review approval for the property owned by Fred Sekich and leased, in part,by Sprint Spectrum Limited Partnership (SSLP) at 4322 Highway 66 in Weld County, Colorado. The Site Plan Review process, according to the Weld County Zoning Ordinance, is required on all commercial and industrially zoned properties in the County. Because the subject property has not had an approved Site Plan,one must be approved prior to development of the proposed Personal Communication Services (PCS) facility. Existing Development Introduction The existing building on the subject property was originally developed in 1973. It currently is occupied by a John Deere dealership and restaurant. The north side of the building contains a showroom and sales area. The northeast side of the building is currently occupied by a restaurant. The rear of the building is designated for parts, service, and warehouse of John Deere equipment. In total the building is approximately 46,000 square feet on a 16 acre parcel, 35%developed. There are two areas of the lot set aside for outdoor equipment display; approximately a 12,000 square foot tract and a 15,000 square foot north and north west of the building. Storm water At time of initial construction in 1973 no storm water or drainage devices were required or installed on the John Deere property. There has never been any evidence or complaints of on-site flooding or on adjacent properties. Parking The extensive area of paving on the site provides adequate parking area to sufficiently meet the needs of the patrons and employees. Loading area Two loading areas are located on the property. One is found on the west side of the existing building with a 2400 side offset and on the other is on the east side with a 95 foot side offset. In addition, the shape of the existing building adequately screens the loading areas from Highway 66. Access Access to the subject property is via State Highway 66, a two lane, major arterial.From this Highway there are two points of access. On the western side of the frontage area lies an 85 foot wide access and 300' feet to the east is a 40 foot wide access. The access widths seem adequate, and there are no traffic view obstructions. Setback compliance The setbacks in the C-3 zone district are: 25' front setback and 10' side and rear. The setbacks for the existing building are: 2100-foot front setback; 7300-foot rear setback, 30-foot east side setback; and a 2400-feet west side setback. Landscaping The landscaping located in the front of the building is approximately 3100 square feet. Currently this area is being revegetated for the summer growing season. The landscaping or open space percentage required by the County per lot is 15%. This property contains approximately 70%open space. Trash collection Three dumpsters are currently located on the property, two on the east side and on one the northwest side of the building. The dumpsters,owned and operated by B.C. Waste Management,are easily accessible and not visible from State Highway 66. Potable water The water service is administered by the Little Towson Water District which services the Town of Mead and surrounding area. This property has been serviced by this water district since development in 1973. Sewage disposal The sewage on the property is treated with an individual septic system. The system for the dealership has been in place since construction of the building. The original system had one 1250 gallon tank and a leach field estimated at 50' by 75'. A new septic system has been installed for the restaurant which has two 1250 gallon tanks and a leach field, 50'by 50'. An additional system is not needed at this time; however, a 1250 gallon tank with leach bed has been planned. Operation Standards The subject property is surrounded by undeveloped land or intense commercial/industrial parcels. No incompatible uses are in proximity to this property. Noise- approximately two semi truck visits occur per day. There are no surrounding land uses which would be adversely affected by existing noise levels. Air quality-no affect Radiation and Radioactive materials-none produced Heat-none produced Light-three light poles are located on the front boundary facing the John Deere property. In addition, various security lights are mounted on the building. No glare is produced that adversely affects surrounding property owners. Property maintenance-routine maintenance is performed approximately once a week. This work includes mowing weeds and litter removal. Conclusion Since the property was developed in 1973, pre-dating the Site Plan Review requirement of the County, this process has not been completed. This process acts as a tool to regulate proposed commercial or industrial development or to document existing development within these zone districts. This property is in compliance with County development standards as addressed in this application. Proposed Development Introduction: Personal Communication Services PCS (Personal Communication Services) is the name that has been given to the band of radio spectrum located between 1850 and 1990 MHz.PCS enables the next generation of wireless telecommunications including familiar technologies such as mobile phones,paging, and wireless fax as well as new innovations such as wireless PBX, wireless LAN, and mobile data. Sprint Spectrum's PCS network uses a digital technology as opposed to the analog technology. The advantages are higher voice quality, increased privacy, and a significant increase in call capacity. Unlike major broadcasting systems,which operate at very high power in an attempt to reach as many people as possible,PCS facilities operate at a very low power in an attempt to limit the signal to the small area it is intended to cover. The repeated use of the same channels increases the number of telephone calls that can be handled by the system and makes PCS possible for everyone. The PCS systems use a lightweight, multi-function,portable telephone. This telephone will offer a number of features such as call screening, call waiting,voice mail, and text paging. Sprint Spectrum's goal is to integrate mobile services with fixed communication networks by combining local, long distance and wireless services. Sprint Spectrum's Site Selection Process To ensure development of a community-compatible network, Sprint Spectrum engaged in an innovative "pre-design" process. Traditionally, development of communication networks have been Radio Frequency (RF) Engineering-Driven. Engineers determined where the network needed sites regardless of zoning, community and strategic planning needs. Sprint Spectrum has retained the services of SBA of Denver for the acquisition and planning of PCS sites in the Denver Area. Their innovative, community-friendly approach,utilizes the existing zoning to form the basis for the design of the network. The first step was to identify favorable zoning districts which allow or encourage PCS facilities. Secondly, site acquisition specialists inventoried all existing structures in each jurisdiction that were community-friendly and realistic from a leasing standpoint. RF Engineers were able to use the inventory of existing structures to fit the network to its community. Through this process, Sprint Spectrum is able to build a network that provides maximum coverage while minimizing the impact on the community. The need for a site is governed by capacity and coverage requirements for the specific area to be served. PCS facilities operate at a lower power and a higher frequency than cellular, and therefore, rely more on line-of- sight coverage. Hence, sites at high elevation, such as the proposed Mile High Water Tank PCS Facility are considered ideal. Sprint Spectrum's PCS system requires a customer to be communicating with two sites at any given time to reduce dropped calls, therefore, sites need to be within close proximity of one another. Finally,coverage will extend beyond major traffic corridors, locating sites along the corridors is preferred due to their high volume of wireless communication use. In summary,the selection of a specific site in a target area is determined by the following factors: local topographic and geographic factors, ability to mitigate of the antenna mounting structure's visual impact, compatibility with existing land uses, and the ability to negotiate a mutually beneficial lease with a landlord. To accomplish this goal,the sites must be placed in precisely calculated positions. Because all the sites in the network function together,the location of one site will affect not only the coverage area surrounding that particular site but also the coverage areas of all adjacent network sites. Integrating the proposed PCS facility into the network will ensure that Sprint Spectrum is able to meet both its FCC mandate and its commitment to the public to provide the highest quality of uninterrupted service. Project Summary Sprint Spectrum proposes to construct a PCS facility on a portion of the John Deere Parcel owned by Fred Sekich located at 4322 Highway 66 in Weld County,Colorado. The applicant will lease a 750 square foot area on the east side of the 16 acre parcel. The lease area will be developed with three equipment cabinets placed on a 9'x 5' 5"concrete pad and a 70-foot monopole supporting nine panel antennas. The Weld County Zoning Ordinance does not specifically address PCS/cellular communication facilities. However, a policy has been developed to handle this type of development until such time the Zoning Ordinance can be formally amended. This policy, as it pertains to this site, states that sites within a commercial or industrial zone district must meet only Site Plan Review criteria and be below 70' in height. For development approval of this site the Site Plan Review process must be completed. That process includes an application, a development narrative of the existing development and the proposed lease area development, a Site Plan Map, and a Site Plan Certification Form. Property Development Information Legal Description: NW 1/4, Section 26, Range 68W,Township 3N Ownership: Fred Sekich Space under lease: 750 sq. ft. Lessee: Sprint Spectrum L.P. Zoning: C-3 Current Use: Farm Equipment,Sales&Service Surrounding zoning /existing land use: North: COMMERCIAL/intense commercial East: AGRICULTURAL/undeveloped South: AGRICULTURAL/agricultural West:AGRICULTURAL/agricultural Coverage Objectives Sprint Spectrum's coverage objective, for this specific site,is to provide seamless coverage to Weld County and existing thoroughfares such as Highway 66 and Interstate 25. As consumer demand for PCS increases over time, additional sites could be integrated between the existing facilities, or more likely existing facilities could be expanded, to provide the necessary capacity and improve transmission quality. The development of this network,however,is expected to fulfill consumer demand for the next five years. Site Analysis Land Use &Zoning The John Deere property is located within a C-3 district. Currently the parcel is developed with a building having 46,000 square feet of floor area. The existing building adjacent to the proposed development is approximately 45 feet tall. Surrounding Land Use&Zoning To the north, immediately adjacent to the John Deere parcel,lie other commercial and industrial land uses and zone districts.Undeveloped land, zoned Agricultural,is bordering the property in all other directions. The Town of Mead has recently annexed surrounding properties to the north and east of the subject property. Impact on Surrounding Owners The selection of this site for a PCS facility was made with the goal of minimizing the impact on the citizens of Weld County. The lease parcel was strategically placed, so as to minimize the visual impact of the site. The equipment is completely screened and the monopole is partially screened by the adjacent building. Furthermore,the monopole will look much like a light standard and will be painted earth- tone colors to lessen the visual impact.No residents or incompatible land uses are in the proximity to this proposed development. Subdivision Exemption Plat Pursuant to Weld County policy the lease hold interest in this property constitutes the need for a Subdivision Exemption Plat.A Subdivision Exemption Plat has been completed and submitted as part of this application. Facility Specifications Equipment Cabinets The three equipment cabinets contain all PCS equipment necessary to run a communication site, including radio transceivers, batteries, cooling fans and an interior monitoring system. The cabinets are pre-fabricated, weather-resistant,self-contained units specifically manufactured to house PCS equipment. Each cabinet is approximately 60"h x 30"w x 30"d. Monopole/Antennas One 70-foot monopole designed to be self-supporting with an engineered foundation and utilized to accommodate nine panel-type antennas. The antennas are arranged in a three sector configuration with three antennas per sector. Each antenna is 6"w x 3"d x 55"h and mounted to the top of the monopole with mounting brackets. Perimeter Fencing The lease parcel will be partially fenced with a six-foot chain link fence and 3 strands of barbwire at a 45 degree angle. In addition a twelve-foot wide gate will provide access to the monopole and equipment cabinets. All fencing will be painted earth-tones. Facility Maintenance The facility is generally serviced once a month by a small passenger vehicle. The service visit will take up to two hours and is typically for preventive maintenance purposes. Access /Easements The PCS facility will be accessed by a 25-foot wide ingress-egress running south from Highway 66. Grading /Utilities Minimal grading will be required to construct the equipment pad and the monopole. Power will be extended approximately 890 feet along the proposed utility and access easements that run north and west of the existing building. Telephone service will be extended approximately 540 feet along the Utility and access easements along the east side of the property. Development Assurances 1. The proposed facility will emit no noxious odors, heat,noise or other pollutants. 2. Traffic to the facility will be negligible. Local, full-time,trained employees of Sprint Spectrum will be responsible for regular inspection and maintenance of the site (approximately once a month or in an emergency). Access to the site will be restricted. 3. Construction of the facility will exceed industry safety standards, and all construction will comply with all applicable local and state building codes and regulations. 4. The proposed facility has been designed with local wind and weather conditions in mind. 5. The proposed facility will comply with all applicable FCC and FAA regulations. 6. The facility will not interfere with television or radio reception. 7. Normal household electric service(single phase 220 volt/100 amp) will be brought to the facility. 8. The facility will not require sewage disposal, water or garbage service. Conclusion Sprint Spectrum's commitment to a long term presence in the community is the driving force behind its system design and site selection process. Its engineers are actively involved in testing new technologies, which will provide significant benefits and better services to the consumer. The proposed John Deere PCS facility is essential for Sprint Spectrum to construct a seamless PCS wireless network serving Weld County,the Town of Mead,the I-25 corridor, and the entire Denver metropolitan area. Increasingly, consumers rely on advanced technology to meet their communication needs. Sprint Spectrum is pleased to have this opportunity to introduce its regional PCS network to the area and stands by the fact that the construction, maintenance and operation of this facility will in no way be detrimental to the health, safety or well-being of the community. JOHN DEERE PCS FACILITY PROJECT CONTACTS Applicant: Sprint Spectrum, L.P. 4700 South Syracuse Street, Suite 600 Denver, CO 80237 (303) 488-9396 Contact: Jill Jelinek Agent: SBA of Denver,Inc. 6312 South Fiddler's Green Circle,Suite 510N Englewood, CO 80111 (303) 770-3830 Contact: Nathan Foster Owner: Fred Sekich 4322 Hwy. 66 Longmont, CO 80504 (970) 535-4474 Contact: Fred Sekich Construction Mgmt.: Bechtel National Inc. 4700 South Syracuse Street, Suite 600 Denver, CO 80237 (303) 488-9374 Contact: Randy McKelvey Surveyor Foresight West Surveying Inc. 5351 Roslyn St. Englewood, CO 80111 (303) 740-9443 Contact: John Christy SENT BY:Uniwest E9. Co. L2-11-95 5:ssrM : 30 455&9303 770 5082 :14 2 3` 3 - ZI- % Date: /-4//e SBA,Inc.for STV 6312 S.Fiddlers Green Circle Suite 510 North Englewood,CO 80111 Re: Letter of Authorization 1/S. Site Name: / Sit i+4 D She Number. Dear Mr.Ellis: • Pursuant to our initial intent of brag telec mmwtiemions equipment on our Wilily,I(we)agree to permit Major Co,L.P.,dba Sprint Telecommunications Ventura(STV),end ft agents employees,and/or contactors to access the facilities at (Site Address: .44.. d do ) `-[sza in, w rcco Please consider this letter as our 1Fm'{ n to n e =rounding your autilotisatinn b eats the sturounding and to proceed with necessary activities such as; stowing, soil and radio frequency search requiredzoning, permitting, and any title It is our understanding that STV`s contractors and personnel will be licensed and Insured for any they will be performing,and that STV will hold harmless and indemnify the property owner from any end all actions and/or claims for damages resulting from the performance of these activities on said property. We also understand that STV will coordinate its efforts with us to minimize any inconvenience, disruptions and/or impairment of access to the property. Please t o that signing this agreement does not constitute a legally binding agreement to lease the facility. put ran your permission for the aforementioned west Sincerely, ?Nisi/ (tide) • CURATIVE MEMORANDUM DATE: April 11, 1996 TO: Mary Grace, SSLP Property Specialist FROM: Joyce Dover, Lease Administrator{ RE: Site Name: John Deere 1J Site Number 52-07-02-SA Commitment Number: 000101596 CC: Diana Feathers Please find attached a copy of the vesting deed and the.title commitment, issued by Attorneys' Title Guaranty Fund, Inc. for the above referenced site. A summary of the title commitment together with curative issues are as follows: PROPERTY OWNERSHIP . The legal entity name and the legal description of the property identified on the deed have been verified to be consistent with that contained in the title commitment. • EASEMENTS & RIGHT OF WAY Three (3) easements and/or rights-of-way and one Oil & Gas Lease are identified on the property. SBA will forward a copy of this commitment, the easement rights-of-way documents and Oil & Gas Lease to a land surveyor for investigation. LIENS & ENCUMBRANCES Reference to Encumbrances Recommended Curative Action 82 (11) Obtain Non-Disturbance Agreement protecting/ securing the leasehold interest in this property. COVENANTS & RESTRICTIONS Reference to Exns) Description None Noted Pr. Site Name: • John Deere . Site Number: 52-07-02-SA Commitment No.: 000101596 SBA ACTION ITEMS • SSLP Authorization Action Items Yes No Obtain a certified copy of the Articles of Organization of Sekich Company, LLC (Ref. 81, #1) Yes No Obtain a copy of the Operating Agreement of Sekich Company, LLC (Ref. B1, #2) Yes No Obtain a Resolution executed by all the managers and/or members of Sekich Company, LLC authorizing the within contemplated transaction. (Ref. B1, #3)` . • Yes No Prepare and procure execution of Owner's Affidavit(Ref. 62, #1-5) • Yes No Forward Commitment, easements and Oil & Gas lease to surveyor for investigation. (Ref. 62, #7, #8, #9, #10) Yes No Prepare Non-Disturbance Agreement and forward to Landlord and Mortgagor for execution (Ref. 61, #5 and 82, #11) • DOCUMENTS REQUIRED FROM SSLP • Fully executed Memorandum of Lease • Non-Disturbance Agreement • 1 Issued by Attorneys' Attorneys' Title Guaranty Fund, Inc. Wember's Name) Title Guaranty 999 13TH STREET, SUITE 1101 DENVER, COLORADO 80202 Fund Inc. (303) 292-3055 The Colorado Lawyers' Organization for Title Insurance • COMMITMENT FOR TITLE INSURANCE ATTORNEYS' TITLE GUARANTY FUND, INC., a Colorado corporation, herein called the Company, for a valu- able consideration, hereby commits to issue its policy or policies of title insurance,as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and 8 and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company,either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six(6)months after the effective date hereof or when the policy or policies committed for shall issue whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory. IN WITNESS WHEREOF,the Company has caused its corporate name and seal to be hereunto affixed by its duly authorized officers, effective as of the date shown in Schedule A as "Effective Date." • • • cteweam ATTEST: A.•t eettliti ATTORNEYS' TITLE GUARANTY FUND, INC. : r, rZ�f[`��_ 17'�-� s Kkfit ill, / ' . il. V Judith A. Hart,Assistant Secretary Wilford W. Ninon,Jr., President This Commitment must contain Schedules A and El and be duly validated by this signature: Countersigned: . ' ).r ( /ikV Authorized Officer or Agent • - _--Lel3r,e `-e-°1)—.. ATTORNEYS' TITLE GUARANI'y FUND, INC. Case No. 00010156 Commitment No. 000101596 SCHEDULE B-SECTION 1 Requirements The following are the requirements to be complied with: Item(a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Item (b) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to wit: Item (c) Payment of all taxes, charges and assessments, levied and assessed against the subject premises which are due and payable. 1 Articles of Organization of Sekich Company, LLC, a limited liability company, issued by the Colorado Secretary of State, or a certified copy thereof. . ."'Operating Agreement of Sekich Company, LLC, a Colorado limited liability company. Resolution executed by all the managers and/or members of Sekich Company, LLC, a Colorado limited liability company authorizing the within contemplated transaction. 4. Duly acknowledge lease from Sekich Company, LLC, a Colorado limited liability company to Sprint Spectrum, L.P. Duly acknowledged Non-Disturbance and Attornment Agreement in connection with the above lease. • This commitment is invalid unless the Insuring Provisions and Schedules A and B are attached.Schedule B-Section I-Page I :• z :..-.yry iif fir. ; • ATTORNEYS' TITLE CilAttANTIttliND. INC. Gaye No. 00010158 SCHEDULE B Commitment No. 000101898 -SECTION 2 Exceptions The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 1. Rights or claims of parties in possession not shown in the public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortages in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. The Owners policy to be issued hereunder will contain, in addition to the items set forth in Schedule B - Section 2, the following items: (1) The mortgage, if any, required under Schedule B - Section 1, Item (c);(2) Unpatented mining claims, reservations or exceptions in patents or in Acts authorizing the issuance thereof, water rights, claims or title to water; (3) Any and all unpaid taxes, assessments and unredeemed tax sales. NOTE: Upon compliance with underwriting requirements, exceptions numbered None will be omited from the Loan Policy to be issued hereunder. 6. Taxes for the current year, including all taxes now or heretofore assessed, due or payable. 7. An Oil and Gas Lease, from Theodore J. Rademacher and Elizabeth H. Rademacher as Lessor(s) to T.S. Pace as Lessee(s) for a primary term of Five years, dated April 22, 1970, recorded May 15, 1970 at --- Reception No. 1547404, and any and all assignments thereof or interests therein. NOTE: Assignment of Oil Lease recorded November 23, 1970 at Reception No. 1557837. NOTE: Declaration of Unitization recorded November 11, 1974 at Reception No. 1648326.--- NOTE: Affidavit of Lease Extension or Production recorded December 11, 1978 at Reception No.- 1650108 NOTE: Amended Declaration of Unitization recorded October 5, 1995 in Book 1514 at Page 396,/ Reception No. 2458534. 8. An easement for electric_cansrnissio.n line and incidental purposes granted to Tri-State Generation and Transmission Association, Inc. by the instrument recorded July 12, 1974 at Reception No. 1640495. 9. An easement...for--electrical facilities and incidental purposes granted to Union Rural Electric Association, Inc. by the instrument recorded April 29, 1975 at Reception No. 1659225. 10. An easement.for_electric transmission line and incidental purposes granted to Tri-State Generation and Transmission Association, Inc. by the instrument recorded June 26, 1986 in Book 1117 at Page 1731, Reception No. 02058705. ATTORNEYS' TITLE GUARANTY FUND, INC. CASE NO. 00010156 SCHEDULE B -SECTION 2 (Continued) 11 Deed of Trust from Sekich Company, LLC, to the Public Trustee of Weld County, for the benefit of first National Bank of Greeley, securing an original principal indebtedness of $240,000.00, dated July 31, 1995, recorded August 9, 1995 in Book 1505 at Page 718, Reception No. 2450566. NOTE 3 - The following disclosures are hereby made pursuant to 10-11-122, C.R.S.: (i) The subject real property may be located in a special taxing district; (ii) A certificate of taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer's authorized agent; and (iii) Information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. • • c t{. r :t _ i J r..un•�-r-anr< < Report Date:03/20/96 WELD COUNTY TREASURER -+ Page: 1 CERTIFICATE OF TAXES DUE CERT N: 1604 ORDER NO: 000101596 SCHEDULE NO: R4767286 VENDOR NO: ASSESSED TO: ATTORNEYS TITLE SEKICH CO LLC P O BOX 508 LONGMONT, CO 80501 LEGAL DESCRIPTION: 25608-B PT NW4 26 3 68 BEG S0D13'W 40' &S89D25'W 742.68' OF N4 COR SEC S0D13'W 1279.94' 589D25'W 528.08' N0D13'E 1279.94' N89D25'E 528.08' TO BEG LOT A REC EXEMPT RE-123 (I5.636A M/L) (.36R) %4322 HWY 66% PARCEL: 120726000026 SITUS ADD: 4322 66 HWY COLORADO TAX YEAR TAX AMOUNT INT AMOUNT ADV,PEN,MISC 1995 7512.56 TOTAL DUE TOTAL TAXES 0'� 0.00 7512.56 ASSESSMENT 7512.56 ASMT AMOUNT INT AMOUNT ADV,PEN,MISC TOTAL DUE TOTAL ASMT TAX LIEN A 0.00 TLS AMOUNT INT AMOUNT REDEMPT FEE TOTAL DUE TOTAL CERT GRAND TOTAL DUE GOOD THROUGH 03/20/96 0.00 ORIGINAL TAX BILLING FOR 1995 7512.56 Authority Mill Levy Amount WELD COUNTY 22.038 4005.85 SCHOOL DIST REIJ 48.432 8803.49 NCW WATER 1.000 181.77 SVW WATER 0.368 LTW WATER 66.89 0.000 0.00 MTN VIEW FIRE(BOND 1.505 273.56 WELD LIBRARY 1.500 272.66 MOUNTAIN VIEW FIRE 7.817 1420.90 82.660 15025.12 FEE FOR THIS CERTIFICATE 10.00 .ore •ate: 03 20/96WELD COUNTY TREASURER CERTIFICATE OF TAXES DUE ORDER NO: 000101596 CERT At 1604 VENDOR NO: SCHEDULE NO: R4767286 ATTORNEYS TITLE ASSESSED TO: SEKICH CO LLC P 0 BOX 508 LONGMONT,CO 80501 ALL TAX LIEN SALE(TLS)AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY AND MOBILE HOMES-SEPTEMBER 1, REAL PROPERTY-OCTOBER I. SPECIAL TAXING DISTRICTS AND THE BOUNDARIES OF SUCH DISTRICTS MAY BE ON FILE WTTH THE BOARD OF COUNTY COMMISSIONERS,THE COUNTY CLERK, OR THE COUNTY ASSESSOR. This certificate does not include land or improvements assessed under a separate schedule number. personal property taxes, transfer tax or misc. tax collected on behalf of other entities,special or local improvement district assessments of mobile homes,unless specifically mentioned. I,the undersigned,do hereby certify that the entire amount of taxes due upon the above described parcels of real property and all outstanding sales for unpaid taxes as shown by the records in my office from which the same may still be redeemed with the amount required for redemption are as noted herein. In witness whereof,I have cantos tammyyhahand and seal this 03/20/96. TREASURER, WELD COUNTY, ARTHUR L. WILLIS II, B ' //A �: r /G4if Cf(l I REFERRAL LIST NAME: SBA of Denver, Inc.for Sprint Spectrum CASE NUMBER: SPR-258 REFERRALS SENT:June 12, 1996 REFERRALS TO BE RECEIVED BY: July 3, 1996 COUNTY TOWNS and CITIES Attorney _Ault 'J_X_Health Department _Brighton Extension Service Broomfield Emergency Management Office _Dacono Sheriffs Office Eaton f_X_Public Works Erie _Housing Authority Evans Airport Authority _Firestone X_Building Inspection Fort Lupton Frederick STATE Garden City Division of Water Resources Gilcrest Geological Survey Greeley Department of Health _Grover Department of Transportation _Hudson Historical Society Johnstown Water Conservation Board _Keenesburg _Oil and Gas Conservation Commission _Kersey / La Salle FIRE DISTRICTS /�Lochbuie _Ault F-1 Longmont Berthoud F-2 X—Mead Briggsdale F-24 Milliken Brighton F-3 New Raymer _Eaton F-4 _Northglenn Fort Lupton F-5 Nunn Galeton F-6 Pierce Hudson F-7 Platteville Johnstown F-8 _Severance La Salle F-9 Thornton _X_Mountain View F-10 Windsor Milliken F-11 Nunn F-12 COUNTIES Pawnee F-22 Adams Platteville F-13 Boulder Platte Valley F-14 Larimer Poudre Valley F-15 Raymer F-2 FEDERAL GOVERNMENT AGENCIES _Southeast Weld F-16 US Army Corps of Engineers Windsor/Severance F-17 USDA-APHIS Veterinary Service Wiggins F-18 Federal Aviation Administration Western Hills F-20 Federal Communication Commission OTHER SOIL CONSERVATION DISTRICTS Central Colo.Water Conservancy Dist. Brighton _Panhandle Eastern Pipe Line Co. Fort Collins Tri-Area Planning Commission / Greeley V_X_Longmont West Adams COMMISSION/BOARD MEMBER resiti‘it- :- aal, 111 ArC.17. r4+)°'�A DEPARTMENT OF PLANNING SERVICES ' oECME�r� PHONE (970)353100 �, fi FAX (970) 3526312 eld County Planning ( /7 y� LI WELD COUNTY ADMINISTRATIVE OFFICES 1400 N. 17TH AVENUE GREELEY, COLORADO 80631 • COLORADO �a JUL a 91996 June 12, 1996 ECEIVED R ® CASE NUMBER: SPR-258 TO WHOM IT MAY CONCERN: Enclosed is an application from SBA of Denver, Inc for Sprint Spectrum L.P. for a Site Plan Review. The parcel of land is described as Lot A of Re-123, located in the NW4 of Section 26,T3N, R68W of the 6th P.M., Weld County, Colorado. The location of the parcel of land for which this application has been submitted is south and adjacent to State Highway 66; approximately 1/4 mile east of 1-25. For a more precise location,see legal. This application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Your prompt reply will help to facilitate the processing of the application and will ensure prompt consideration of your recommendation. The failure of any agency to respond within 21 days may be deemed to be a favorable response to the County. Please reply by July 3, 1996,so that we may give full consideration to your recommendation. Please call Todd A Hodges, Current Planner, if you have any questions about the application. Check the appropriate boxes below and return to our address listed above. • 1. We have reviewed this request and find that it does/does not) comply with our Comprehensive Plan for the following reasons. 2. We do not have a Comprehensive Plan, but we feel this request (is/is not) compatible with the interests of our town for the following reasons: 3. Y We have reviewed the request and find no conflicts with our ' interests. 4. A formal recommendation is under consideration and will be submitted to you prior to: 5. Please refer to the enclosed letter. �7 Sig ned& kdikn Agency/4)1,-r --r/ //1i. ,Je2, e„ (zat Date: l - .2 - 9/; J' i • • DEPARTMENT OF PLANNING SERVICES VI • PHONE (970)353-6100 FAX (970)352312 wil WELD COUN GREELIIE1400 N. 17TH Y C ORADA 8063NISTRATIVE OFFICES 1 COLORADO June 12, 1996 - CASE NUMBER: SPR-258 TO WHOM IT MAY CONCERN: Enclosed is an application from SBA of Denver, Inc for Sprint Spectrum L.P. for a Site Plan Review. The parcel of land is described as Lot A of Re-123, located in the NW4 of Section 26,T3N, R68W of the 6th P.M., Weld County, Colorado. The location of the parcel of land for which this application has been submitted is south and adjacent to State Highway 66;approximately 1/4 mile east of 1-25. For a more precise location,see legal. This application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Your prompt reply will help to facilitate the processing of the application and will ensure prompt consideration of your recommendation. The failure of any agency to respond within 21 days may be deemed to be a favorable response to the County. Please reply by July 3, 1996, so that we may give full consideration to your recommendation. Please call Todd A. Hodges, Current Planner, if you have any questions about the application. Check the appropriate boxes below and retum to our address listed above. • 1. We have reviewed this request and find that it does/does not) comply with our Comprehensive Plan for the following reasons. 2. We do not have a Comprehensive Plan, but we feel this request (is/is not) compatible with the interests of our town for the following reasons: 3. t/ We have reviewed the request and find no conflicts with our interests. 4. A formal recommendation is under consideration and will be submitted to you prior to: 5. Please refer to the enclosed letter. Signed: Agency: . . . Date: res DEPARTMENT OF PLANNING SERVICES ' PHONE (970)353-6100 Weld County Planning Dept. FAX (970)352-6312 WELD COUNTY ADMINISTRATIVE OFFICES c, . . 1400 N. 17TH AVENUE JUN 2 8 1996 GREELEY, COLORADO 80631 COLORADO RFCFIVED June 12, 1996 CASE NUMBER: SPR-258 TO WHOM IT MAY CONCERN: Enclosed is an application from SBA of Denver, Inc for Sprint Spectrum L.P. for a Site Plan Review. The parcel of land is described as Lot A of Re-123, located in the NW4 of Section 26,T3N, R68W of the 6th P.M., Weld County, Colorado. The location of the parcel of land for which this application has been submitted is south and adjacent to State Highway 66; approximately 1/4 mile east of 1-25. For a more precise location, see legal. This application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Your prompt reply will help to facilitate the processing of the application and will ensure prompt consideration of your recommendation. The failure of any agency to respond within 21 days may be deemed to be a favorable response to the County. Please reply by July 3, 1996,so that we may give full consideration to your recommendation. Please call Todd A. Hodges,Current Planner, if you have any questions about the application. Check the appropriate boxes below and return to our address listed above. • 1. We have reviewed this request and find that it does/does not) comply with our Comprehensive Plan for the following reasons. 2. We do not have a Comprehensive Plan, but we feel this request (is/iis not) compatible with the interests of our town for the following reasons: 3. t/ We have reviewed the request and find no conflicts with our interests. 4. A formal recommendation is under consideration and will be submitted to you prior to: 5. P e refer to the enclosed letter. Signed: Agency: /. -6z Date: �2 STATE OF COLORADO DEPARTMENT OF TRANSPORTATION . Region 4 ll,(- P OT 1420 2nd Street Greeley,Colorado 80632-0850 (970)353-1232 • Weld County, SH 66 Sprint Spectrum Site Plan Review / Mile E. of I25 S. Side E. of Longmont July 2, 1996 Mr. Todd Hodges - Current Planner Department of Planning Services Weld County Administrative Offices 1400 N. 17th Avenue Greeley, CO 80631 SUBJECT: Sprint Spectrum L.P. Todd, I have reviewed the above proposal. Because no new access is being requested by the applicant and the proposed traffic volumes are negligible, the Department does not have a warrant to re-evaluate access at this time. My comments are based upon the submittal as received June 17, 1996. Thank you for providing us with the opportunity to review the Sprint proposal. Gloria T. Hice-Idler Weld County Planning Dept. Access Coordinator cc: Fanning JUL 0 9 1996 file (2) RECEIVED p A mEmoRAnDum Todd A.1119 . Hodges Weld County Planning July 15, 1996 To Date COLORADO Trevor Jiricek, Supervisor, Environmental Protection Servicb From Subject: Case Number: SPR-258 Name: Sprint Spectrum L.P. Environmental Protection Services has reviewed this proposal; the following conditions are recommended to be part of any approval: 1. All liquid and solid wastes shall be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. 2. No permanent disposal of wastes shall be permitted at this site. 3. Waste materials shall be handled, stored, and disposed in a manner that controls fugitive dust, blowing debris, and other potential nuisance conditions. 4. Fugitive dust shall be controlled on this site. 5. The maximum permissible noise level shall not exceed the, commercial limit of 60 db(A) , as measured according to 25-12-102, Colorado Revised Statutes. 6. Any existing septic system(s) which is not currently permitted through the Weld County Health Department will require an I.S.D.S. Evaluation prior to the issuance of the required septic permit(s) . In the event the system(s) is found to be inadequate, the system(s) must be brought into compliance with current I.S.D.S. regulations July 15, 1996 Sprint Spectrum L.P. Page 2 7. Prior to recording the plat, the applicant shall submit a waste handling plan to the Environmental Protection Service Division of the Weld County Health Department. The Plan shall include at a minimum, the following: 1.) A list of wastes which are expected to be generated on site, specifically the farm implement dealer, (this should include expected volumes & types of waste generated) . 2.) A list of the type volume of chemicals expected be stored on site. 3.) The Waste handler/facility where their waste will be disposed (include the facility name, address, and phone number) . TJ/rb-0751 mEmoRAnDum VI I D€. Todd Hodges, Lead Planner September 24, 1996 To Date COLORADO Don Carroll, Project Coordinator From Subject: SPR-258, SBA of Denver The Weld County Public Works Department has reviewed the proposal;the following comments are recommended to be a part of any approval: Drainage: Referring to my memorandum dated June 26, 1996,I suggested that a drainage study be done on the complete site. This drainage study was completed and submitted for our approval. The Phase III drainage study was submitted by the Sprint Sectrum-John Deere Cell Site. We have reviewed the drainage study. Once the certification has been signed by a professional engineer and stamped, this drainage report will be acceptable for the project. All other items have been addressed, and we find no conflict with the remaining submittal. cc: Commissioner Hall SPR-258 plan7 Weld Connnty Planning Dept. SEP 2 6 1996 mEmoRnnDum "INC Todd Hodges, Lead Planner June 26, 1996 To Date COLORADO Don Carroll, Project Coordinatoryde From Subject: SPR-258, SBA of Denver, Inc. for Sprint Spectrum L.P. After our visit to the site to verify the location of the facility, I have the following comments: • Location: The proposed location of the leased portion, which is 25' long and 30' wide, consists of a small platform and tower section. I have no conflict with this location or facility. Access The access to the facility is off of State Highway 66. The State has the jurisdiction over this access point. Please contact Tess Jones, CDOT, at the Greeley office to verify the access point. Storm Water Drainage: The John Deere dealership utilizes the property directly east of the facility for the sale of new and used John Deere equipment. Is the John Deere dealership included in the application? I don't believe that the dealership has addressed the existing storm water drainage on sight. The property slopes to the south. All the drainage intersects an existing irrigation ditch, which cuts through the middle of the property. I would suggest that a drainage study be done on the complete site. The Town of Mead has been annexing most of the property around this facility. cc: Commissioner Hall SPR-258 plans p�anrnng dept. weld County JUN 2 ' 1996 ta.6:414. DEPARTMENT OF PLANNING SERVICES PHONE (970)353-6100 FAX (970)352-6312 NISTRATIVE OFFICES f e WELD COUNTYGREELIIE1400 N. 17TH Y COLORADO 8063E COLORADO June 12, 1996 CASE NUMBER: SPR-258 TO WHOM IT MAY CONCERN: Enclosed is an application from SBA of Denver, Inc for Sprint Spectrum L.P. for a Site Plan Review. The parcel of land is described as Lot A of Re-123, located in the NW4 of Section 26,T3N, R68W of the 6th P.M., Weld County, Colorado. The location of the parcel of land for which this application has been submitted is south and adjacent to State Highway 66; approximately 1/4 mile east of 1-25. For a more precise location, see legal. This application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Your prompt reply will help to facilitate the processing of the application and will ensure prompt consideration of your recommendation. The failure of any agency to respond within 21 days may be deemed to be a favorable response to the County. Please reply by July 3, 1996,so that we may give full consideration to your recommendation. Please call Todd A. Hodges, Current Planner, if you have any questions about the application. Check the appropriate boxes below and return to our address listed above. 1. We have reviewed this request and find that it does/does not) comply with our Comprehensive Plan for the following reasons. 2. We do not have a Comprehensive Plan, but we feel this request (is/is not) compatible with the interests of our town for the following reasons: 3. We have reviewed the request and find no conflicts with our interests. 4. A formal recommendation is under consideration and will be submitted to you prior to: 5. G/ Please refer to the enclosed letter. Signed:(AI 11 , kikat,. Agency: AciumasvannuilenalON DISTRICT Date: E ,► I R 4 9119 County U0e Road La amen%CO 80501 (909)772-0710 or Metro(303)666-4404 Fax(303)651-7702 VpUNT4 MOUNTAIN VIEW FIRE PROTECTION DISTRICT Administrative Office: R �s 9119 County Line Road •Longmont, CO 80501 E E (303) 772-0710 Metro (303) 666-4404 FAX (303) 651-7702 d• ►7eW Weld County Planning Dept. June 18, 1996 JUN 2 4 1996 � !: IV E D June 18, 1996 Todd A. Hodges, Current Planner Department of Planning Services Weld County 1400 N. 17th Avenue Greeley, CO 80631 RE: SPR-258 SBA OF DENVER, INC for SPRINT SPECTRUM L.P. Dear Mr. Hodges : I have reviewed the submitted application materials for the above referenced item. This project is within the boundaries of the Fire District and will receive service from the Fire District . I have no objections to the project, providing the adopted codes and standards of the fire district can be met . I have the following comments : 1 . Mount one - twenty pound (2-B) Halon 1301 which meets the ANSI/UL 1093 Standard or an extinguisher of an equivalent agent on a post separate from the fence, and inside the gate . Contact the Fire Marshal for approval of location prior to installation. 2 . Install a padlock from the Knox Company for fire department access to `hinterior _ the fenced.�f area. Contact the Fire Marshal for an application form which will need to be completed and returned with a check to the Knox Company. The Fire Marshal will then provide an authorized signature to the application and send the order in. This padlock will be keyed for access by authorized fire department personnel . 3 . Maintain an open area, a minimum of twenty feet unobstructed in width and vertical clearance of 13 ' 6" to the gate from the North and South. Station 1 Station 2 Station 3 Station 4 Station 5 Station 6 Station 7 9119 Cnty Line Rd. 10971 WCR 13 P.O.Box 575 P.O.Box 11 10911 Dobbin Run P.O.Box 666 P.O.Box 40 Longmont,CO Longmont,CO 299 Palmer Ave. 8500 Niwot Road Lafayette,CO 600 Briggs 100 So-Forest St. 80501 80504 Mead,CO 80542 Niwot,CO 80544 80026 Erie,CO 80516 Dacono,CO 80514 Page 2 . 4 . The fire district recommends a minimum of a ten (10) foot setback from the nearest wall of the existing John Deere building. Applicant needs to schedule a final inspection with the Fire Marshal prior to use of the facility. If you have any questions, please let me know. Sincerely, q1 William N. Bailey Fire Prevention Manager Fire Marshal CC: SBA of Denver, Inc. planrvw.cor\spr258 .wc QECO12DED` .�..XEll , -,. I 0" 26-2-REI O , ,,l a: I2or 26:-2-REtMA .u'/QCor S�2G, , • Liort17 Line, hitul/,�; sec:26 rsci;,e'1e : w COLA.. n vv.. (aCo7--) ,tJ8ofa25 OO E iota:t(o' - - 4(1111528.054.-i------74`2.68'=Vii- Present 00-1V ,2eserved Er Aire f{UY G e4& O 9 ,,w• • oilBeginning ,tee Po o Point ( .� I i l5.Co3 w I co re‘ 8 2 .7OO a L. (ifs t en 3« r Y I a - Acl?E5 �1 g •:.'.' it �. ,,• cI . Ito x obi Cr)M ,r E i„D at* , 4).. iy z`{ — 526x8' . 74268 o ' 5S0'25'/0"W /270.7Co' - Scale 1" 300' ,1/44 Yj OWAJE25 M: Frederick "& Penney L. Se&ich 7 tjicholas J. in, Z.t.,/bran S-Se!tich ' loch Eguip t Ca, y.. PO. Box 508, Lorgrrarit CUe.,, SOW' , t H cowzaoo -"I STATE' HnvAY ° �I N. Q. SEC-24w . : pp Foster T. 3,U.� f Qeservoir ¢.fo81\4 Did v 0U.UrV 2040. .;,`28. - - - . x Y M 4 x Tr - Ir .l!c.-2t, 3 hka 'Y„�,A w„--,..-4,,,, +t t r •-'+'y'1 _ i V104677 ' Tt:,i. <` v , i - erz of ` _ ' + " �t-,. , , ° "'' , • - "+`r .�•, L x 7/j /� 5. rY i //flCOPED MXEMFTIOL L°� 1207-2s-2. 25 RE( '.44 M F LEGRL DESGElPTIOttf "°r o c-,/, {'yw � . te nlart of the Nerthwst Quarter (Nit,) of Section 26, Township 3 North, Bad 6B West / of the 6th P.g., Weld County, Colorado, being more particularly described as fnl l owes. % r {W 4 z Beginning.at the North quarter ('nrrnRr (N: Cor) of said Section 26 and oorda6 j the East line of the Northwest Quarter (N$) as. bearing; South 00'13.00" We''E with 8 all other.besr2ngs contained herein- relative thereto) "---.` - ' •r' v Thence South 00'131100" West, along the East line,.of,the Northwest ¢tartee(LBW}) h said Section'26, 40.00 feet: to the True Point of Beginning. ,,yit ^:t# Thence continuing South 00'13'00" West, along said East line of_the Northwest` r Quarter Ofilicl of said Section 26, 1280.00 feet; - _, •i yt rt Thence South 89G25•10" West, 1270.76 feet# j F Thence North 00x2,3'00" Bost, 1279.94 feet; i•-•--.. ,_�, 1 Thence North:.89'25'00" East, 1270.76 feet to the True Point of Begtaltting r"! ' 1 i Said, described parcel of land contains 37.336 Acres, more or less, inrJvding a '11 strip of ground 30 feet in width along the East line and the West line of said parcel, reserved for Road Bight-of-Way purposes and a strip of ground 35 feet in 1 „. width along the North line of the. Northwest Quarter (NO) of said Section,26, reserved for future Highway 66 Bight-of-Way purposes, and is subject td any rights-of-way_or other•, easements as recorded by instruments of record or as now ensting on-said parcel of land.; e y¢ I hereby certify that this plat was prepared under sr supervisio a ' t s , and the an is correct to the best of my knowledge and belief. o ' * t *.3 4392 4 ^ .}`''` . ,� JASPER FRHBSBS ,i to P.B. & L.S. N. 4-►392 q OF O $ _ '. { We, Frederick l!. Se ch and. Donna I.. Seldch, and Nicholas/J. SeIdch,Jr.' and ' Karen S. Sekich, :_. being the sole owners in fee of the above descrriibed_property do hereby subdivide the same as shown on the attached map. „" A2 Frederick M. Sekich' Deena±L. Sekich: Q i -• � '1 s5i 427,114.4ZNicholas J. Seklch, Jr. S. Seld.ch. 7 The foregoing certification was acknowledged before as this /'7" „.,,r,,,: . w* 'i day of 7-deZ to -* ,A.D. 1916 My Commission expires r2 , l S 1 7 . ; . Notar/ ?obit I'?/2+Ph"Lv1 4 1 Witness my. Hand and Seal ' °. 4L- The acco plat is accepted and approved for filing. 31Q2U'N a CHAIRMAN:0F THE BOARD OF .COUNTTau1NISSIOONNERS An'nzJTt Coln t? M ark Q` ""`°` a.� +�► By e,dt f O,e V?2 ye, JJ Dated d- - v2-� i 3'.OTfr' k3 r3 hs �n $4,y, µypha t'+.!"..j ) .l',.3 -4z l'"'":;-..-;t . 21`4l ��. y .mot K _ r 3t`I 4�Yiy /S S' A -IPJ� 3,.r K' ' Weld County Planning (?'t -' SEP 1 8 1996 RECEIVE& PHASE III DRAINAGE STUDY SPRINT SPECTRUM - JOHN DEERE CELL SITE 4322 HWY 66 WELD COUNTY, COLORADO A Part of Section 26, Township 3 North, Range 68 West, of the 6th P.M., Weld County, Colorado September 16, 1995 Prepared for: SBA of Denver, Inc. & Sprint Spectrum Limited Partnership Wireless Communications Consultants _ 6312 South Fiddlers Green Circle, Suite 510N Englewood, Colorado 80111 Prepared by: TranSystems Engineers & Planners 7800 East Union Ave., Suite 500 Denver, Colorado 80237 TABLE OF CONTENTS Page CERTIFICATION I. GENERAL LOCATION AND DESCRIPTION 1 A. Location 1 B. Description of Property 1 II. DRAINAGE BASINS AND SUB-BASINS 3 A. Major Basin Description 3 B. Sub-basin Description 3 III. DRAINAGE DESIGN CRITERIA 4 A. Regulations 4 B. Development Criteria Reference and Constraints 4 C. Hydrological Criteria 4 D. Hydraulic Criteria 4 E. Variances from Criteria 4 IV. DRAINAGE FACILITY DESIGN 5 A. General Concept 5 B. Specific Details 5 V. EROSION CONTROL CRITERIA 7 VI. CONCLUSIONS 8 A. Compliance with Standards 8 B. Drainage Concept 8 VII. REFERENCES 9 PRELIMINARY STORM SEWER LAYOUT APPENDIX A. Hydrologic Computations '- B. Hydraulic Computations DRAINAGE PLAN CERTIFICATION This report for the Phase III Drainage Study for the Sprint Spectrum John Deere Cell Site at 4322 Highway 66, Weld County, Colorado was prepared by me or under my direct supervision. I acknowledge that Weld Counws review of this study is only for general conformance with submittal requirements, current design criteria and standard engineering principals and practices. Charles B. Strum, P.E. Colorado Registered Professional Engineer #27074 GENERAL LOCATION AND DESCRIPTION — A. LOCATION It is proposed to construct a 50-foot tall monopole tower with associated equipment cabinet(s) on a 750 sq.ft. lease parcel which is part of Lot A, Exemption Survey No. 1207-26-2-RE123, in Weld County, Colorado. The property is located in the NW 1/4 of Section 26, Township 3 North, Range 68W of the 6th Prime Meridian,Weld County, Colorado (see Figure 1-Vicinity Map). The property is more specifically described as being located on the south side of State Highway 66 just east of Interstate 25. The receiving major drainage way for the subject property is the St. Vrain River, which lies approximately two miles south of the site. The Exemption parcel is adjacent to, and south of State Highway 66 right-of-way. Immediately to the east lies Lot 5 of the Sekich Business Park(Rec. No. _ 2300611). The property to the west of the Exemption Parcel is Lot 9 of The Farmer's Mart(Rec. No. 1764132). Property to the west and south of the Exemption Parcel is undeveloped and is either in a natural condition or is being used for agriculture (crop land). The parcel to the east is being used for equipment storage. B. DESCRIPTION OF PROPERTY The Exemption Parcel contains approximately 15.5 acres and currently supports a John Deere dealership and a restaurant on the northern one-half of the parcel. The southern one-half of the Exemption Parcel is currently being used as crop land (agricultural uses). Ground cover for the northern one-half of the Exemption Parcel consists of buildings and large expanses of paved or gravel parking and access areas. Surface soils on site consist of generally sandy soils, generally devoid of vegetation overlaying 10-13 ft. of lean clays. Site topography generally slopes to the south with gentle slopes of 1-4%. No Major Irrigation facilities exist on the property, although a small irrigation lateral bisects the site flowing in an easterly direction. 1 FIGURE 1 VICINITY MAP — Tom.,.•.a i Macy 2Lake Wd $ Mead Male WI Ns 34 05 3,‘._)— ® Thomas _ , I ®�1 , '` I •-t — ` ® ' 1 I r•- I no '1 , � e0 32 RD e_____ 1 -1 g I > > F� = 5�TE V 2 .` 0 /In r 4xI a r-t ,fl jJ X 4 11 1"' V1 Y ' : 't 1 Wheeler-- I® _ r.P 1 M _ l ``\ Lai% / _ i I gavel .00t1).00t1)$ \i _ I � P O a , s JIo\n , 1 s3 - . D = r i „ ` ® r C I 41 @ a' EE —1 — `� 119 �?_ ' >w eD I14 "° ; I / ,� I 1 r— I 25 I 2 '- old MI RD a` -L. I 'r 87 n ^ ,T m° w (st f le Ina 2050 00 I '•;f , I V. t O I, I I / !) E $ , iz -' I r 1 4 „D Ie ND IQ -4- IM . -' 4 nl� 4 - --- .il L Q —/ . — 2 II. DRAINAGE BASINS AND SUB-BASINS A. MAJOR BASIN DESCRIPTION None of the Exemption Parcel area falls within the limits of a 100-year flood zone as is delineated by the Federal Emergency Management Agency Flood Insurance Rate Map Community Panel Number 080266 0850 C, Revised September 29, 1982. The site is located within the St.Vrain River drainage basin. B. SUB-BASIN DESCRIPTION The Exemption Parcel historically drained generally south. Development of this parcel appears to have raised it in relation to properties to both the east and west. Under current conditions, runoff from the Exemption Parcel drains southeast or southwest to the respective property lines, where it is intercepted by small swales and directed generally south and is intercepted by a small irrigation lateral. Off-site drainage basins do not contribute runoff to the Exemption Parcel. State Highway 66 forms the high point to the north, preventing runoff from areas north of the highway from reaching the Exemption Parcel. Land west and east of the subject parcel is generally lower, and also does not contribute runoff. Under proposed development conditions, a 25' x 30' lease parcel is slated for construction of a 50 foot tall monopole tower and associated equipment cabinets. The lease parcel is currently covered with compacted gravel with a high degree of imperviousness. Construction of the monopole tower and equipment cabinets is not expected to significantly alter drainage patterns or runoff rates. With the exception of the construction described, no other improvements are anticipated which would impact site runoff. 3 III. DRAINAGE DESIGN CRITERIA A. REGULATIONS Weld County does not publish drainage criteria. This study is intended to comply with the February 1989, Adams County Storm Drainage Design and Technical Criteria (ACSDDTC), and with the Urban Drainage & Flood Control Districts Urban Storm Drainage Criteria Manual (USDCM). B. DEVELOPMENT CRITERIA REFERENCE AND CONSTRAINTS To our knowledge, no previous drainage studies have been developed which address the subject property. Due to the nature of the proposed improvements, it will be necessary to perform site grading to ensure that new construction is not impacted by existing site drainage patterns, and to ensure that new construction does not create unacceptable drainage impacts. A concrete gutter exists immediately northwest of the Lease Parcel which carries roof runoff from two separate buildings in an easterly direction. This gutter will need to be extended further east to carry runoff past the Lease Parcel. C. HYDROLOGICAL CRITERIA The design storms for the study are 1.42 inches per hour for the 5-year storm and 2.71 inches per hour for the 100-year storm. The rational method was utilized for runoff calculations for the 5-year initial storm and 100-year major storm. Detention storage is not currently provided for the Exemption Parcel. Per conversations with Weld County Public Works Dept. staff, detention storage will not be required with the proposed construction. D. HYDRAULIC CRITERIA Mannings equation was used to calculate capacities of various swales found on-site and for outlet riprap erosion protection. E. VARIANCES FROM CRITERIA No variances from the Adams County Criteria are requested. 4 IV. DRAINAGE FACILITY DESIGN A. GENERAL CONCEPT This report provides an investigation into existing drainage patterns from the entire Exemption Parcel, notes specific problem or issue areas,and provides designs for drainage facilities necessary due to the proposed cell site construction. Construction proposed for the site consists of a 50-foot tall monopole tower and associated equipment cabinets to support the cell phone site. All construction will fit within the 25' x 30' Lease Parcel. The area of proposed construction is located immediately east of an existing building. The — ground in this location currently slopes generally east towards a shallow property line swale located approximately 50 ft. away. A+4'wide concrete gutter pan exists northeast of the Lease Parcel and carries runoff between two existing buildings in an easterly direction. Construction on the Lease Parcel will require that this facility be extended further east. Proposed with the extension of the gutter is a riprap erosion protection mat-to prevent erosion at the gutter outfall point. To prevent negative impacts to the vehicle access east of the Lease Parcel, the riprap erosion protection must terminate at the east boundary of the Lease Parcel. Construction of the cell site is not expected to have any measurable impacts to overall Exemption Parcel runoff patterns or quantities. B. SPECIFIC DETAILS Several existing drainage problems were discovered and documented as part of this investigation: 1. Rainfall runoff from Highway 66 along the northern site boundary is not provided with positive drainage. Between the site access points to Hwy 66, a shallow roadside ditch exists which collects runoff. This runoff is directed easterly along the highway to the eastern site access point. Because a drainage culvert does not exist to carry this runoff further east along highway right-of-way, it ponds to a depth of approximately 1 ft., at which time it overtops the east access and flows south along the east Exemption Parcel property line. This sump area has the capacity to store approximately 1,170 cu.ft. of runoff prior to overtopping. the 5-year design storm generates sufficient runoff to fill the sump area to past capacity. 2. Runoff from parking lot and equipment yard areas outside service bays (John Deere use) — is allowed to leave the site without any detention storage. This contributes to higher peak flows downstream and leaves no opportunity for water quality improvements (to remove oils, grease, sediments, pesticides/herbicides, etc.). 3. Runoff from the northern, developed portion of the Exemption Parcel drains directly to a small irrigation lateral which bisects the site. Although this lateral is small and has little capacity(even 5-year runoff is expected to overtop the ditch), storm water runoff should not be discharged directly to irrigation facilities, especially without the opportunity for water quality improvements. — 5 Solutions to these problemsrssues would involve additional study to design drainage culverts along Highway 66 right-of-way, and to provide detention/retention storage for site runoff to control both the quantity and quality of site runoff. In addition;facilities should be designed and constructed to keep stormwater runoff separate from the irrigation ditch. 6 V. EROSION CONTROL CRITERIA During construction, any topsoil should be removed and stockpiled for later use in the proposed landscape areas. The topsoil stockpile areas should be located on high ground and the disturbed soils will be wetted and compacted to prevent wind erosion. Open areas are to be seeded and landscaped as early as possible. The exposed ground surfaces should be contour furrowed and mulched. Silt fences will be placed at areas where runoff has the potential to pass silt off the construction site, particularly near the toes of cuts and fills. Hay bales will be placed in swale areas to decrease flow velocities until vegetation can be established. The area of disturbance will be much less than 1 acre(0.017 Ac.),so a Colorado Discharge Permit System Application (CDPS), and supporting information and fees will not be required. 7 VI. CONCLUSIONS A. COMPLIANCE WITH STANDARDS This drainage investigation is compiled in accordance with the methods and criteria contained in the Adams County Storm Drainage Design and Technical Criteria( ACSDDTC). The investigation is intended to document existing drainage patterns from the entire Exemption Parcel as well as document impacts due to development of the Lease Parcel. Drainage facilities designed for implementation under this report have been designed in accordance with the ACSDDTC. B. DRAINAGE CONCEPT The proposed site improvements can be accommodated with few drainage improvements or impacts. The existing concrete gutter which discharges near the northwest corner of the Lease Parcel will be extended further east to carry runoff past the Lease Parcel. A riprap erosion protection mat is proposed at the end of the concrete gutter to control soil erosion. 8 V. REFERENCES 1) Weld County Ordinance 173C, Section #10. 2) Adams County Storm Drainage Design and Technical Criteria, February 1989 3) Urban Storm Drainage Criteria Manual, prepared for Urban Drainage and Flood Control District by Wright-McLaughlin Engineers, March 1969, with revisions, Volumes I, II, and III. 4) Federal Emergency Management Agency Flood Insurance Rate Map Community Panel Number 080266 0850 C, Revised September 29, 1982. APPENDIX A - HYDROLOGIC COMPUTATIONS Trar1S S `ems MADE BY C�s DATE //l1/96 JOB N0. r/ yCHECKED BY DATE SHEET NO. Engineers & Planners CALCULATIONS FOR Son/ t te- c-- (rzc Sire 6&-e,eFc /oc non/ ' &f tter"'Pa/ • Zor A t Cxe ena -574ev6Y No. /207-Z6-Z -RC/z3 • /VG,/ k sz6 rim Rao 67'P/ti • 6-'6av LoaN7y • SoUrr/rA-sr oaktvw a" S-ZS.Ishca /,vra-yrc. 6 4464 • -4szz heS4- 6 • betl-bw 167-Fy: sr. Ute 4-W Ru ec $rSc.✓ • ei•aw ,met z /S. 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Se MMedTw/ octant-a aye etwc. 6ce/re-T P44/ -7)fzr .4,C64 Rere--)✓6T 6urrve ber-4/s7auT Mtsce%heecy mtftsl M4'-) - ex 07744- Ctu t. du/72I a--.o r Ar N.4,4 Cc0W92 Low Afie CcZ J/f-v0 RU.vot'r /S- bllec-amn stQW tfr 40to r- Mr Lease zepeccZ. /?hl ALA) £.' ac 71-1 C /Cy e4d-/ /v A sta4cc= ac CXtA4/Xran/ a 777W Cbn.4, Ice Pre(' alai Moro ye) eovh/P0.v-C TransS `e�S MADE BY DATE JOB N0. �Z Y CHECKED BY DATE SHEET N0. Engineers & Planners CALCULATIONS FOR _ — RU4✓tn r= /.vcif9#&r" &I'C 70 PAGfl'54 D .( O4/ .S En NEC7ZT 773 XC /Nfi6HG7 e4-4/7—, ,ewer Pis/oys t`lQc «4✓7>0-✓s7 6C //Xc`war Avace4c, . vre etimoor ep Acts af6Pgrif7— (Pct Co✓ >esfrniz c-urg GJoto &R. 7 RaBccc t'Jccf J �s ,ateic ,tCGY 7v baccras,cn.7- ERtrni✓6 AttraleO P•r1nyzvJ - ,Qct m4 necni 46-,FsE tweet ..ME* (-4..vawlwnav (L✓ &4nr>7 t srnJAce) ) so .1 SA(7on•A-C 64-4P4-)24104-0- "freem/- (0.0Z. Ac ) A#.C FcsV 00NCawiDeh-,0.4./ /fec r vst6.viP C-f.vi. - ifeFC _,,edit /C?[.t:721,t - 7>fxf /xnirer 4lecc. svowfcct Acco4J -WO •favaec- A 7>7' Qer>taet4 Sr'en Z 22Y 7>A/J ,IAI7ts £k*v77 .2Doa-t hail—Aar Dc`Te6-) Y fr ier<en-arc aeratt+ „e-il 7rhr C(•(6-F4✓STUB/'+ Ae n v sc' art n ze-4' /04.vr.Ate (cm !fm) Tra n S Ste. ■ .s MADE BY 5 DATE //` /96 JOB NO. yCHECKED BY DATE SHEET NO. //s Engineers & Planners CALCULATIONS FOR ti ��6N 6tZ-w6 ( 62, S crt.-- — / bm-uwicr �o vcc,>r DiN.tzuy��tAtt 4 —i) N- \ A-sew. le Scwr l �'11ff — L4. .L ` - , L. ry \ / / �� / 'VVV 4 /i'/i�///AJI — i CONC, _4 e be i4 Sp.)fiuT1l12•�-• ,.Flo , , tit, scour /`- ..��.hs, \ - 4{ — Le LT. 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GE 436 /W cc - -(-yQc/4 S>(,epCtce- Cwvsrsr- Go- Co—Me/fern) , anti 1 cc — 4 Re <-, I3.fsc M-ficVi,s-C -7Yla= Cb/,/stfre?vc7 , , /¢ ,C'F' t Ov') -SPo r-fr tQ.,4""i /4 / !7 ON oh' nfe'"-WI/ rice(c A/-L Pi It H�dczt 70 Phi elan&fci 6umt PJ _Thar N.6. 0,= 77/r Lc--4-5-c-- e-#e eel, PRA oTet (a ytynaAjs- ( -'c rs 6-X"rt.v l i co.vC, 6c(rr ? •-;tJ ro NC CO C) dr ( 4- P-DK C a ( -s r6-) — -is , -7-Ct s7* uc nT.er" -7',?ote-ci n3Txws�l,452C 4 r FKewr 6>2oxa i Wt n(- SA--ft( (6'/) geacc - P/av4X S4.-Kt cvusl',•✓ CoA/7)a°c /4Y'+3 A CM71ittC 01- PcWC, PAN, - eat. c--,i• -a rave_ !46V As rkc,//I-gee Swf ice 7v Pi 's c!%' MADE BY (ES DATE 9//Q/Sg JOB NO. 7� TranSystems CHECKED BY DATE SHEET NO. /S Engineers & Planners CALCULATIONS FOR JCMA) De-e-Pc a S;+zz EKGMPnQ'J pihMCUZ /&gWcr- SA-s/n/ D-rra- (r. urt wtn+ Gorter mn'a4n3$-liar- rC).cau) _ - Mee* _ 'r' /,s°f 4c 0.45 ,K A snti-h r - ( Cc =0,138, ° = 0,9! )- - I o 9 "it liar seine- ke&r-nnt/ (es - O, iC, t uu = 0.50 -re-fr,fb(L ecIMOren ` e - o.4c (0,93 ) 4 i.o7 (o,+s) - .0.3C 44( C/oo = 0, FS(ae3) r i 0' (o,P) _ 0,63 'raw P1 rte fro)‘. rc) A co' eh) 4T *ei-r e Z%o S =C ezwe, rcot-i P4-n!t 73o ' 0vt) Aim r SwFcr (/ z Pit) rf = t 0. 87 -Qc - an ,.Ft .5/(-2. °✓/St'-n?-2 oa. (e≤ = 0.7e/ etw = 0,12 -taw ovouttrj - 0,5 9 ✓fc, ,AsrvF*r (es = ads/ C/°° = 0,9 5) ey - OZS (0.72)f 0,59;( Q.ai )' = 0.83 o, ?7 e/„ o.Zz,(osZ) r-Os, (ot?3 ) = O,8� 0,87 // - fcu , P-trr `i • - cm' 1 s'(rrr e 2 _ - 3&) ' /4' o 0,80 9! (Ai fp=) lF ccx95 7D SL(M( bv6Sr (a PAXc'?r0 a 54SrawJ"W103Y /�/04tfri7. v cjsr /stn%/. [Ma eciccar of h2.h.J Ev1oevr?4&mn rire (And • Tra n S S �S MADE BY DATE JOB N0 Y CHECKED BY DATE SHEET NO 3/ r Engineers & Planners CALCULATIONS FOR ZAT(Al CZ : /f*rc)T- = t 7.70- o.35 *, ,v /F ( 05 = 0.F5, Poo = 0.4()) - /:35 /Cc /fSPHkcr (PS = 0, 8R / rt. = 0,11) = 0,8 // 7 - 6C ' chi ream (4SSvJnc; /:(0 140-TH ) e /07 + /COI(4/ 6u/rt' (/ gyp,) - 480' //✓ 417-11-t_r swace (r,Ainot O. 6Y (Uccr rc.rr)(,s;,'l e S4-_s-7"/ a" r� = t 0. 95 ,c — 0,30 ..fc Pain (C'$ = o,gc , C., = 0.90) - 0,65 Ac }srtt,/co.,c, (Ps - art, 0,535 Or O, S7 (rw 0.`tZ • rco4,l t M t ) i->�/ 4ps/ 3S'' /eduF e /Oi cto-a r sb' ry dear-Tel 3nr, ' /.v ,4snh./C4wc. sw,4cc= (swfccoc,) -w[pc) e 0. 67, 6-c4-=/) toS fP) • r4-n4 s; - Af'tte•4 = t oizo .Fc - /cc ,e cT _ _ C's = o. 8≤ - „Jot 0,9O — ,L\ / - 75" obi PcBF e tot t- I$vJ v Inl 6u�r�7� - Dervi rPo c.er /S L�� 4.,( /,O pp) BYTra n S s `ems MADE ED DATE JOB NO, Y CHECKED BY DATE SHEET NO. q Engineers & Planners CALCULATIONS FOR /345-/A/ tr .-vheei = 007 .4c -D.or ,c ie,t ([•S = o,85, Coo = o„ru) 1 -0.08 Ac Ged.-ta('Cs =Or?? , e _ an) - C'c = 0,72 - = 0. 233 - t aac.i Parr , _ - Fa' on) Aneez - 60' /N 6,?-4-1<-.2. .56,J 4-t Q z 7 (/,5 {pr) Ft • aAs(nl7 - 4 =a- >, zI ,c . _ 0. I /lc pvl«r, /pc-w-, ((3' _ 0.8c , r 0,1.) /.2,3 (Cs = 72 , e&x, = p, a z) - c$ = 0,7 8 - erw = 0, V, - Foy -perri 4•o r j-Vmitt nom,/ 0.9 ateif-vsZ /17,41e6 &eo '4D Z Yu _ - /5"01 e 3Y' cfuoce.t,.vo - 73.rtc- Gea wp {is $r) - zap' IN yeti, Nit'c/ L,*7VZic Ar O/S''. ( O.7 !p) f -Are.-; f 4,P At — Ate AGRtCuc rivets Urr l('4yats sons - Cs = 0.15 - Ciao Oi.co - rccv u C3�\ _ -Assume,- r 'cr,Jo-rt, R(A.A) Pe(rrA.a'ecic i44 70 scar .QE'-c r-vines-c Faa P..P+-«f -.rfN#t, /o' e z + F01-.l A-c.wr ec&nz - re r.v lV1 es-a e os'Y - rcoV Ai-- & 7U L 3So ' e z.6 7 ( 2 4c) - Trans Stem$ MADE BY DATE JOB NO. Y CHECKED BY DATE SHEET NO 5/S Engineers & Planners CALCULATIONS FOR SA-s-/A/ #q - _ S 2,za 4-c (4cc 4R(Ccecn t.) 0/04 O4<c7 - Aticnn fic J /k/77x Pitnt .4r L.'tn l TS<J tv trd'; -Vote z ro t-v/n4F-c_ - /rot e otsy To sic (0,S 4n) - 4 °' C 7, 6y (/. 2 +r) RASe,v /0 = 2.60 -dc - /,¢0 /{z fan/pvn-r-(Cs=v.z a � o.�5) C5 0.8 --/-c /. /ar/e.cna (es_o.7z, G'. = o,sz) c p• ag - [2o'.) /iii--t; l — - 3s a-) eastyr- scow e ion - dunzci 7o .,s i.tr — - ?ay o.J eouc_ (SH Ww) 27 (?.z 6pr) - /o0' 0-) /74-'e6 6e�wu'' e 5X, (z.2 4pr) — _ zoo' m./ e-Art-)2 . e act (Oa 64 45IA" - -ACC.'A-1' 7'7'-/-C /5,66 Fc - CccijC c Nay n: s7z- ,t2C4 (crrq,,cJ TranSystems Corporation Made By: CBS Date 16-Sep-96 Check By: Date Time-of-Concentration&Runoff Worksheet Job No: Sheet No. of PROJECT: Sprint Spectrum John Deere Cell Site BASIN: - 1 Basin Information: Access drive NW of building,plus undev.NE corner of properly. Existing and proposed conditions. Basin area: 1.5 (Acres) Basin type: Urban (Urban or Non-Urban) Initial flow length(Li): 50 (300 ft.max.for urbanized areas,500 ft.max.for Non-Urban) Average slope(S): 2.00% (slope for Initial overland flow) Flow Velocity(V): 1.2 (concentrated flow vel.for travel time calcuation,UD&FCD,Fig.3-2) Basin Length(L2): 380 (length of concentrated flow) C5: 0.36 (5-Year runoff coefficient) C100: 0.63 (100-Year runoff coefficient) Time-of-Concentration Calculations Equation: Tc=Ti+Tt Tc=Initial lime+Travel Time or Tc=L/180+10 (use which ever is smaller) Calculations: C5= 0.36 Equation: TI=1.8(1.1-C3.5)(L)A1/2 (Sy113 Equation: Tt= L (60)V Ti= 7.5 min. Tt= 5.3 min. Tc= 12.8 min. OR Use Smaller I USE Tc= 12.4 minutes Tc= 12.4 min. a For Tc<5,Use 5 minutes(Urban Area) Basin Runoff Calculations Equation: Q=CiA where: C=nlnoff coefficient 1=Rainfall intensity(inmr) A=Basin Area(Ac) Minor Storm: i= 3.50 '— Q= 1.9 cfs Major Storm: I= 6.65 Q= 6.5 cfs NOTES: Runoff at Design Point#1. Runoff leaves Exemption Parcel primarily as sheet flow along NE corner. Runoff eventually enters irrigation lateral(approx.150' @ 0.5%). BASIN-1.WK4 _ TranSystems Corporation ade By: CBS Date 16-Sep-96 heckBy: Date Time-of-Concentration&Runoff Worksheet Job No: Sheet No. of PROJECT: Sprint Spectrum John Deere Cell Site BASIN: 2 Basin Information: Drainage ditch along SH 66 between site access points. Existing and proposed conditions. Basin area: 0.9 (Acres) Basin type: Urban (Urban or Non-Urban) Initial flow length(LI): 60 (300 ft.max.for urbanized areas,500 ft.max.for Non-Urban) Average slope(S): 2.00% (slope for initial overland flow) Flow Velocity(V): 0.8 (concentrated flow vel.for travel time calcuation,UD&FCD,Fig.3-2) Basin Length(L2): 280 (length of concentrated flow) C5: 0.83 (5-Year runoff coefficient) C100: 0.89 (100-Year runoff coefficient) Time-of-Concentration Calculations Equation: T�Ti+Tt Tc=Initial Time+Travel Time or T�U180+10 (use which ever is smaller) Calculations: C5= 0.83 Equation: Ti=1.8(1.1-C3.5)(L)A1/2 (S)^1/3 Equation: Tt= L (60)V Ti= 3.0 min. Tt= 5.8 min. Tc= 8.8 min. OR Use Smaller JUSE 8.8 minutes Tc= 11.9 min. a For Tc<5,Use 5 minutes(Urban Area) Basin Runoff Calculations Equation: O=CiA where: C=mnoff coefficient i=Rainfall intensity(in/hr) A=Basin Area(Ac) Minor Storm: 1= 4.00 O 2.9 cfs Major Storm: i= 7.75 a= 6.0 cfs NOTES: Total runoff at Design Point#2. Runoff ponds in sump west of east access,eventually overtopping access drive and running south in a shallow prop.line swale. Major flows are likely to spill to southeast. '� BASIN-2.WK4 TranSystems Corporation Made By: CBS Date 16-Sep-96 Check By: Date Time-of-Concentration&Runoff Worksheet Job No: Sheet No. of PROJECT: Sprint Spectrum John Deere Cell Site BASIN: 3 Basin Information: Front parking area. Basin runoff to Design Point#3. Existing and proposed conditions. Basin area: 1.7 (Acres) Basin type: Urban (Urban or Non-Urban) Initial flow length(Li): 60 (300 ft.max.for urbanized areas,500 ft.max.for Non-Urban) Average slope(S): 10.00% (slope for initial overland flow) Flow Velocity(V): 1.5 (concentrated flow vel.for travel time calcuation,UD&FCD,Fig.3-2) Basin Length(L2): 480 (length of concentrated flow) C5: 0.87 (5-Year runoff coefficient) C100: 0.92 (100-Year runoff coefficient) Time-of-Concentration Calculations Equation: Tc=Ti+Tt Tc=Initial Time+Travel Time or Tc=U180+10 (use which ever is smaller) Calculations: C5= 0.87 Equation: Ti=1.8(1.1-C3.5)(Ly1/2 (S)A1/3 Equation: Tt= L (60)V 11= 1.5 min. Tt= 5.3 min. Tc= 6.8 min. OR Use Smaller I USE Tc= 6.8 minutes Tc= 13.0 min. For Tc<5,Use 5 minutes(Urban Area) Basin Runoff Calculations Equation: Q=CiA where: C=runoff coefficient I=Rainfall intensity(in/hr) A=Basin Area(Ac) Minor Storm: i= 4.40 O= 6.5 cfs Major Storm: i= 8.70 .— �._... Q= 13.6 cfs NOTES: Basin runoff at Design Point#3. Runoff flows south in shallow prop.line swale to Design Point#4. �' BASIN-3.WK4 TranSystems Corporation Made By: CBS Date 16-Sep-96 Check By: Date Time-of-Concentration&Runoff Worksheet Job No: Sheet No. of PROJECT: Sprint Spectrum John Deere Cell Site BASIN: 4 Basin Information: Paved access area east of equipment shops plus roof area. Existing and proposed conditions. Basin area: 1.0 (Acres) Basin type: Urban (Urban or Non-Urban) Initial flow length(U): 35 (300 ff.max.for urbanized areas,500 ft.max.for Non-Urban) Average slope(S): 10.00% (slope for initial overland flow) '— Flow Velocity(V): 1.5 (concentrated flow vel.for travel time calcuation,UD&FCD,Fig.3-2) Basin Length(L2): 380 (length of concentrated flow) C5: 0.87 (5-Year runoff coefficient) C100: 0.92 (100-Year runoff coefficient) Time-of-Concentration Calculations Equation: TrTi+Tt Tc=Initial Time+Travel Time or Tc=U180+10 (use which ever Is smaller) Calculations: C5= 0.87 Equation: Ti=1.8(1.1-C3.5)(L)^1/2 (S)^1/3 Equation: Tt= L (60)V Ti= 1.1 min. Tt= 4.2 min. Tc= 5.4 min. OR Use Smaller I USE Tc= 5.4 minutes Tc= 12.3 min. f For Tc<5,Use 5 minutes(Urban Area) Basin Runoff Calculations Equation: Q=CIA where: C=runoff coefficient i=Rainfall intensity(in/hr) A=Basin Area(Ac) Minor Storm: i= 4.75 I Q= 3.9 cfs Major Storm: i= 9.30 '— Q= 8.1 cfs NOTES: Basin runoff at Design Point#4. Runoff flows south in shallow prop.line swale to Design Point#5. BASIN-4.WK4 TranSystems Corporation Made By: CBS Date I6-Sep96 Check By: Date Time-of-Concentration&Runoff Worksheet Job No: Sheet No. of PROJECT: Sprint Spectrum John Deere Cell Site BASIN: 5 Basin Information: Roof area of main and aux.buildings,drains to Lease Parcel @ Desgin Point#5 Existing and proposed conditions. Basin area: 0.2 (Acres) Basin type: Urban (Urban or Non-Urban) Initial flow length(Li): 35 (300 ft.max.for urbanized areas,500 ft.max.for Non-Urban) Average slope(S): 10.00% (slope for initial overland flow) Flow Velocity(V): 1.5 (concentrated flow vel.for travel time calcuation,UD&FCD,Fig.3-2) Basin Length(L2): 150 (length of concentrated flow) C5: 0.85 (5-Year runoff coefficient) C100: 0.9 (100-Year runoff coefficient) Time-of-Concentration Calculations Equation: Tc=Ti+Tt Tc=Initial Time+Travel Time or Tc=1./180+10 (use which ever is smaller) Calculations: C5= 0.85 Equation: Ti=1.8(1.1-C3.5)(L)^1/2 (S)^1/3 Equation: Tt= L (60)V Ti= 1.2 min. Tt= 1.7 min. Tc-- 2.9 min. OR Use Smaller USE Tc= 2.9 minutes Tc= 11.0 min. 4 For Tc<5,Use 5 minutes(Urban Area) Basin Runoff Calculations Equation: O=CIA where: C=runoff coefficient i=Rainfall intensity(in/hr) A=Basin Area(Ac) Minor Storm: I= 4.92 O= 0.8 cfs_. ..._ .._..� Major Storm: i= 9.48 O= 1.7 cfs -1 NOTES: Basin runoff at Design Point#5(conc.swage). Runoff flows south In shallow prop.line swale to Design Point#6. Eventually flows to Designs Points#7&#8 too. BASIN-5.WK4 TranSystems Corporation ade By: CBS Date 16-Sep-96 By: Date _ Time-of-Concentration&Runoff Worksheet Job No: Sheet No. of PROJECT: Sprint Spectrum John Deere Cell She BASIN: 6 Basin Information: Access area including 25x30 Lease Parcel,Basin runoff at Design Point#6. Existing conditions. Amen Basin area: 0.1 (Acres) Basin type: Urban (Urban or Non-Urban) Initial flow length(Li): 20 (300 ft.max.for urbanized areas,500 ft.max.for Non-Urban) Average slope(S): 2.00% (slope for initial overland flow) ^ Flow Velocity(V): 2.0 (concentrated flow vel.for travel time caicuation,UD&FCD,Fig.3-2) Basin Length(L2): 60 (length of concentrated flow) C5: 0.73 (5-Year runoff coefficient) C100: 0.83 (100-Year runoff coefficient) Time-of-Concentration Calculations Equation: TcTi+Tt Tc=Initial Time+Travel Time or TFU180+10 (use which ever is smaller) Calculations: -- C5= 0.73 Equation: Ti=1.8(1.1-C3.5)(L)A1/2 (S)^1/3 Equation: Tt= L (60)V Ti= 2.4 min. Tt= 0.5 min. Tc= 2.9 min. OR Use Smaller OUSE Tc= 2.9 minutes Tc= 10.4 min. For Tc<5,Use 5 minutes(Urban Area) MIND Basin Runoff Calculations Equation: O=CiA where: C=runoff coefficient i=Rainfall intensity(in/hr) w A=Basin Area(Ac) Minor Storm: i= 4.92 Q= 0.3 cfs Major Storm: i= 9.48 0= 0.7 cfs NOTES: Basin runoff at Design Point#6(prop.tine). Runoff flows south in shallow prop.line swale to Design Point#7. Major storms eventually flow to Designs Point#8. BASIN-6.WK4 TranSystems Corporation Made By: CBS Date 16-Sep-96 Check By: Date Time-of-Concentration&Runoff Worksheet Job No: Sheet No. of PROJECT: Sprint Spectrum John Deere Cell Site BASIN: 7 Basin Information: Back-lot area between buildings and agricultural use area. Existing and proposed conditions. Basin area: 1.2 (Acres) Basin type: Urban (Urban or Non-Urban) Initial flow length(LI): 50 (300 ft.max.for urbanized areas,500 ft.max.for Non-Urban) Average slope(S): 2.00% (slope for initial overland flow) Flow Velocity(V): 1.1 (concentrated flow vel.for travel time calcuation,UD&FCD,Fig.3-2) Basin Length(L2): 350 (length of concentrated flow) C5: 0.78 (5-Year runoff coefficient) C100: 0.89 (100-Year runoff coefficient) Time-of-Concentration Calculations Equation: Tc=Tt+Tt Initial Time+Travel Time or Tc=L/180+10 (use which ever is smaller) Calculations: C5= 0.78 Equation: Ti=1.8(1.1-C3.5)(L)^1/2 (Sri/a Equation: Tt= L (60)V Ti= 3.2 min. Tt= 5.6 min. Tc= 8.8 min. OR Use Smaller J USE Tc= 8.8 minutes Tc= 12.2 min. For Tc<5,Use 5 minutes(Urban Area) Basin Runoff Calculations Equation: O=CiA where: C=runoff coefficient i=Rainfall intensity(in/hr) A=Basin Area(Ac) Minor Storm: i= 4.00 -' I O= 3.8 cis Major Storm: 1= 7.75 O= 8.3 cfs NOTES: Basin runoff at Design Point#7(prop.line). Runoff flows south to irr.ditch,then to Design Point#7. Major storms assumed to overtop irr.ditch and flow to Design Point#8. BASIN-7.WK4 TranSystems Corporation Pnade By: CBS Date 16-Sep-96 heck By: Date Timeof-Concentration&Runoff Worksheet Job No: Sheet No. of PROJECT: Sprint Spectrum John Deere Cell She BASIN: 8 Basin Information: Agricultural use area,flows to Design Point#8. Existing and proposed conditions. Basin area: 4.3 (Acres) Basin type: Non-Urbe(Urban or Non-Urban) Initial flow length(Li): 260 (300 ft.max.for urbanized areas,500 It.max.for Non-Urban) Average slope(S): 0.50% (slope for initial overland flow) '— Flow Velocity M: 2.0 (concentrated flow vel.for travel time calcuation,UD&FCD,Fig.3-2) Basin Length(L2): 350 (length of concentrated flow) C5: 0.15 (5-Year runoff coefficient) C100: 0.5 (100-Year runoff coefficient) Time-of-Concentration Calculations Equation: Tc=Ti+Tt Initial Time+Travel Time or Tc=L/180+10 (use which ever is smaller) Calculations: li C5= 0.15 Equation: 11=1.8(1.1-C3.5)(L)^1/2 (S)^7/3 Equation: Tt= L (60)V 11= 34.7 min. Tt= 2.9 min. ail Tc= 37.7 min. OR Use Smaller j USE Tc= 37.7 minutes Tc= 13.4 min. a For Tc<t0,Use 10 minutes(Non-Urban Area) Basin Runoff Calculations Equation: Q=CiA where: C=runoff coefficient I=Rainfall intensity(in/hr) A=Basin Area(Ac) Minor Storm: i= 3.30 O= 2.1 cfs Major Storm: i= 6.55 L Q= 14.1 cfs NOTES: Agricultural basin runoff at Design Point#8(prop.line). Runoff flows off of Exemption Parcel at this location. Major storms assumed to contribute flow to Design Point#8 from upstream basins. BASIN-8.WK4 TranSystems Corporation Made By: CBS Date 16-Sep-96 Check By: Date Timeot-Concentration&Runoff Worksheet Job No: Sheet No. of PROJECT: Sprint Spectrum John Deere Cell Site BASIN: 9 Basin Information: Agricultural use area,flows to Design Point#9. Existing and proposed conditions. Basin area: 2.2 (Acres) Basin type: Non-Urbz(Urban or Non-Urban) Initial flow length(Li): 160 (300 ft.max.for urbanized areas,500 ft.max.for Non-Urban) Average slope(S): 0.50% (slope for Initial overland flow) Flow Velocity(V): 1.2 (concentrated flow vel.for travel time calcuation,UD&FCD,Fig.3-2) Basin Length(1.2): 450 (length of concentrated flow) C5: 0.15 (5-Year runoff coefficient) C100: 0.5 (100-Year runoff coefficient) Timeof-Concentration Calculations Equation: T�Ti+Tt Initial Time+Travel Time or Tc=L/180+10 (use which ever is smaller) Calculations: C5= 0.15 Equation: TI=1.6(1.1-C3.5)(L)^1/2 (S)^1/3 Equation: Tt= L (60)V 11= 27.3 min. Tt= 6.3 min. Tc= 33.5 min. OR Use Smaller USE Tc= 33.5 minutes Tc= 13.4 min. -4 For Tc<10,Use 10 minutes(Non-Urban Area) Basin Runoff Calculations Equation: Q=CiA where: C=runoff coefficient i=Rainfall intensity(in/hr) A=Basin Area(Ac) Minor Storm: i= 3.30 Q= 1.1 ds Major Storm: i= 6.55 Q-- 7.2 cfs NOTES: Agricultural basin runoff at Design Point#9(south prop.line). Runoff flows off of Exemption Parcel at this location. Major storms assumed to contribute flow to Design Point#9 from upstream basins. BASIN-9.WK4 TranSystems Corporation Made By: CBS Date 16-Sep-96 Check By: Date Time-of-Concentration&Runoff Worksheet Job No: Sheet No. of PROJECT: Sprint Spectrum John Deere Cell Site BASIN: 10 Basin Information: Access area SW of building,plus undev.SE corner of properly. Existing and proposed conditions. Basin area: 2.6 (Acres) Basin type: Urban (Urban or Non-Urban) Initial flow length(Li): 135 (300 ft.max.for urbanized areas,500 ft.max.for Non-Urban) Average slope(S): 2.00% (slope for Initial overland flow) Flow Velocity(V): 1.0 (concentrated flow vet.for travel time calcuation,UD&FCD,Fig.3-2) Basin Length(L2): 360 (length of concentrated flow) C5: 0.81 (5-Year runoff coefficient) C100: 0.88 (100-Year runoff coefficient) Time-of-Concentration Calculations Equation: Tc=Ti+Tt Tc=Initial Time+Travel Time or Tc=U180+10 (use which ever is smaller) Calculations: C5= 0.81 Equation: Ti=1.8(1.1-C3.5)(L)A1/2 (S)^1/3 Equation: Tt= L (60)V 11= 4.8 min. Tt= 6.0 min. Tc= 10.8 min. OR Use Smaller OUSE 10.8 minutes Tc= 12.8 min. f For Tc<5,Use 5 minutes(Urban Area) Basin Runoff Calculations Equation: Q=CiA where: C=runoff coefficient i=Rainfall intensity(in/hr) A=Basin Area(Ac) Minor Storm: i= 3.70 Q= 7.8 cfs Major Storm: i= 7.15 Q= 16.4 cfs NOTES: Basin runoff at Design Point#10. Minor storm runoff intercepted by irr.ditch,major storms overtop and flow to Basin#9. BASIN-10.WK4 TranSystems Corporation Made By: CBS Date 16-Sep-96 Check By: Date Time-of-Concentration&Runoff Worksheet Job No: Sheet No. of PROJECT: Sprint Spectrum John Deere Cell Site BASIN: 6(proposed) Basin Information: Access area Including 25x30 Lease Parcel,Basin runoff at Design Point#6. Proposed Conditions Basin area: 0.1 (Acres) Basin type: Urban (Urban or Non-Urban) Initial flow length(U): 20 (300 ft.max.for urbanized areas,500 ft.max.for Non-Urban) Average slope(5): 2.00% (slope for initial overland flow) Flow Velocity(V): 2.0 (concentrated flow vel.for travel time calcuatlon,UD&FCD,Fig.3-2) Basin Length(12): 60 (length of concentrated flow) C5: 0.77 (5-Year runoff coefficient) C100: 0.85 (100-Year runoff coefficient) Time-of-Concentration Calculations Equation: Tc=Ti+Tt Tc=Initial Time+Travel Time .— or T�U180+10 (use which ever is smaller) Calculations: C5= 0.77 Equation: Ti=1.8(1.1-C3.5)(L)A1/2 (S)^1/3 Equation: Tt= L (60)V Ti= 2.1 min. ... Tt= 0.5 min. Tc= 2.6 min. OR Use Smaller jUSE Tc= 2.6 minutes Tc= 10.4 min. a For Tc<5,Use 5 minutes(Urban Area) Bas n Runoff Calculations Equation: Q=CiA where: C=runoff coefficient i=Rainfall intensity(in/hr) A=Basin Area(Ac) Minor Storm: l= 4.92 Q= 0.3 cfs Major Storm: i= 9.48 Q= 0.7 cfs NOTES: Basin runoff at Design Point#6(prop.line). Runoff flows south In shallow prop.line swale to Design Point#7. Major storms eventually flow to Designs Point#8. BASIN-6P.WK4 - MADE BY C.r?r DATE -' 1 1 Cl."Cl JOB NO. Tra n Syste m s CHECKED BY DATE SHEET NO. 17J Engineers & Planners CALCULATIONS FOR ab-I-i l .1 --b-k--C ( c -fir> - 4 ;i.. 4 A 6,) - v t %_.ib ? �� QI Q p ', Ri � ? i � �i r t l " i — 2 N n ° , f 5 cy to o ` M, , o v `:I._ �� S \ \v•\..'\-:\ Mt! .� ,, M M. 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