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Home My WebLink About20051487 r-At APPLICATION FLOW SHEET COLORADO APPLICANT: ALFA PAVING, LLC, do Connie Williamson CASE#: SPR-382 REQUEST: Site Plan Review for an Office and Maintenance Repair Shop for a Paving Company LEGAL: Lot 7, Block 1, Amended Replat of 1-25 Rademacher Business Park PUD, Part NW4 Section 23, T3N, R68W LOCATION: West of and adjacent to County Road 9.5 and east of and adjacent to Camelot Circle PARCEL ID#: 1207-23-202007 ACRES: 5.177+/- Date By Application Received 11-22-2004 MM Application Completed 11-22-2004 ko Referrals listed 11-22-2004 ko Design Review Meeting (PUD) File assembled Letter to applicant mailed Vicinity map prepared Referrals mailed Chaindexed Field check by DPS staff Administrative Review decision �a I'll.,. pR 14 4" Date By County Commissioners Hearing Date(if applicable) Surrounding property owners notified Air photo and maps prepared CC action: CC resolution received Recorded on maps and filed Overlay Districts Zoning PUD: C-3/I-1 MUD Yes No IGA Yes No Airport Yes No Geologic Yes No Flood Hazard Yes No Panel#080266 0000 C Road Impact Yes_X_ No 2005-1487 Pi../7 74 3 (1 SITE PLAN REVIEW WIDc. Administrative Review COLORADO Case Number Site Plan Review 392 Parcel Number 1207-23-202007 Applicant: Connie Williamson, Alfa Paving LLC Legal Description: Lot 5, Block 1,Amended 1-25 Rademacher Business Park PUD; being part of the NW4 of Section 23, T3N, R68W of the 6th P.M., Weld County, Colorado. Zoning: PUD: Business Commercial, C-3 and Industrial, 1-1 Proposed Use: General Commercial Office and Warehouse (Vehicle Maintenance Service Bays) Situs: 4068 Camelot Circle, Longmont, CO 80504 Acres:5.177+1- Site Plan Review Standards Meets the Intent of Comments the Weld County Code Site Plan Certification Included in Application YES Retention Facilities Approved per Memo from D. Carroll,Weld County Public YES Engineering Dept.Approval Works,dated December 27,2004 Date Offstreet Parking Approved per Memo from D. Carroll,Weld County Public YES Works, dated December 27, 2004 Loading Areas, Approved per Memo from D. Carroll,Weld County Public YES Works, dated December 27,2004 Access Approved per Memo from D. Carroll,Weld County Public YES Works, dated December 27, 2004 Setback Requirements 25 Feet YES Offset Requirements 10 Feet YES Landscaping YES Trash Collection and YES Storage Potable Water Little Thompson Water District, Referral Letter to Serve YES dated November 29,2004 Sewage Disposal Septic Application- (SP-0400427) YES Environment Standards YES Property Maintenance YES Williamson-Alfa Paving LLC,SPR-392, page 1 This site plan review is approved with the attached conditions: 1. The Site Plan Review Plat shall be prepared per Section 23-2-160.W of the Weld County Code. The applicant shall submit a paper copy of the plat for preliminary approval to the Weld County Department of Planning Services. Upon approval of the paper copy the applicant shall submit a Mylar plat along with all other documentation required as Conditions of Approval. The Mylar plat shall be recorded in the office of the Weld County Clerk and Recorder by Department of Planning Services' Staff within 30 days of approval and with payment of eleven ($11.00)dollars for the first sheet and ten ($10.00) dollars for each additional sheet. (Department of Planning Services) 2. Prior to recording the Site Plan Review plat, the applicant shall address the following to the Department of Planning Services' satisfaction: A. The applicant must submit on-site Improvements Agreements. This agreement shall be approved by the Board of County Commissioners prior to recording the site plan. (Department of Public Works, Department of Planning Services) B. The applicant shall address the requirements of the Department of Building Inspection, as outlined in their referral letter dated December 21, 2004. Written evidence of compliance shall be submitted to the Department of Planning Services. (Department of Building Inspection) C. The applicant shall submit written evidence to the Department of Planning Services stating that the Baugh Lateral Ditch Company has no concerns with the placement of landscape material and ground cover or the equivalent adjacent to their eighty foot easement on the southwest corner of this property. (Department of Planning Services) D. The applicant shall provide written evidence to the Department of Planning Services demonstrating that they have completed the following to the satisfaction of the Department of Public Health and Environment: 1. In the event, the applicant intends to wash vehicles or equipment on site the following shall apply: A. The applicant shall provide evidence that any vehicle washing area will be designed and constructed to capture all effluent and prevent any discharges in accordance with the Rules and Regulations of the Water Quality Control Commission and the Environmental Protection Agency. (Department of Public Health and Environment) 2. The applicant shall provide current evidence that the facility has an adequate water supply (i.e., well or community water system). (Department of Public Health and Environment) 3. The applicant shall submit evidence of an Underground Injection Control (UIC) Class V Injection Well permit from the Environmental Protection Agency (EPA) for any vehicle maintenance facility located on the site that is equipped with a floor drain. Alternately, the applicant can provide evidence from the EPA that they are not subject to the EPA Class V requirements. Written compliance of such shall be submitted to the Department of Planning Services. (Department of Public Health and Environment) Williamson-Alfa Paving LLC,SPR-392,page 2 E. The applicant shall submit a waste handling plan, for approval, to the Environmental Health Services Division of the Weld County Department of Public Health & Environment. The plan shall include at a minimum, the following, with written compliance submitted to the Department of Planning Services. 1. A list of wastes which are expected to be generated on site (this should 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 and facility where the waste will be disposed (including the facility name, address, and phone number). (Department of Public Health and Environment) F. In the event that 1 or more acres are disturbed during the construction and development of this site, the applicant shall inquire with the Water Quality Control Division (WQCD) of the Colorado Department of Public Health and Environment if they are required to obtain a stormwater discharge permit. Alternately, the applicant can provide evidence from WQCD that they are not subject to these requirements. Written compliance of such shall be submitted to the Department of Planning Services. (Department of Planning Services) G. The applicant shall contact the Weld County Sheriffs office to schedule a walk through of the existing facility and participate in a free program entitled Crime Prevention through Environmental Design. This program addresses how to reduce the likelihood of criminal activity at a specific location. Contact the Sheriffs office at 970-356-4015 extension 2800 to schedule an appointment. The applicant shall provide evidence of such to the Department of Planning Services. (Department of Planning Services) 3. The plat shall be amended to delineate the following: A. ADA requirements must be met for this site. Parking Lots shall conform to all standards of the Americans with Disabilities Act.ADA parking spaces are twenty(20)feet by eight (8) feet with five (5)foot aisles. A minimum of one space must be van accessible with an eight (8) foot aisle. An accessible path shall be required from the building to the public right-of-way(Camelot Circle). Further, handicap access to sidewalks around the building and to designated parking must be undertaken. The number of handicapped stalls must be shown on the plans, along with dimensioning. Further, the ramps from the parking area shall identify a landing area for non-ambulatory users of this facility. (Department of Planning Services) B. The applicant will be required to describe the transportation circulation proposed for this site. The on-site circulation must be described and delineated on the site plan. The property appears to be fenced in an area fronting the structure, however, there are no access gates delineated, therefore the applicant shall provide the Department of Planning Services with additional detail for clarification. (Department of Planning Services) C. All parking areas shall be built and paved with curb, gutter and sidewalk (where applicable) consistent with Section 23-2-160.O. All loading and service areas shall be paved per Section 23-2-160.P.1 and Section 23-2-160.P.2. The applicant must explain the loading / service area(s) in detail to the Department of Planning Services. (Department of Public Works, Department of Planning Services) Williamson-Alfa Paving LW,SPR-392,page 3 D. The vehicle parking and office area shall adhere to the Off-street Parking and Loading Requirements, per Sections 23-4-20.B, 23-4-30.A, Appendix 23-A, 23-4-30. and 23-4- 50 of the Weld County Code. (Department of Planning Services) E. The application materials state fifty-nine(59)off street parking spaces are provided per this Site Plan Review, the Department of Planning Services concurs that the number of parking spaces is adequate to accommodate this facility. The dimensions of the parking stalls shall adhere to Section 23-4-30.B, Appendix 23-A of the Weld County Code. (Department of Planning Services) F. Easements shall be shown in accordance with County standards, and dimensioned on the site plan. (Department of Planning Services) G. The applicant shall place a typical cross-section of the parking lot on the plat and identify the depth of base and concrete or full depth concrete according to the Weld County Code, Sections 8-2-40.A, Appendix 8-B. (Department of Planning Services) H. The applicant shall delineate the location of all curb stops, where applicable, in the parking areas per Section 23-4-30.D of the Weld County Code. (Department of Planning Services) The applicant shall adhere to the lighting requirements for off-street parking spaces per Section 23-4-30.E of the Weld County Code. (Department of Planning Services) J. The applicant shall adhere to the lighting standards, in accordance with Section 23-2- 250 and Section 23-3-250.B.6 of the Weld County Code. (Department of Planning Services) K. The applicant has delineated the location of the trash enclosure, in accordance with Section 23-3-250.A.6 of the Weld County Code, however,there is not a note stating this trash enclosure is screened. The Department of Planning Services requests clarification on this issue. (Department of Planning Services) L. The outside storage of vehicles, equipment or materials on this property, shall be screened from public rights-of-way and all adjacent properties. (Department of Planning Services) M. The applicant shall include in the Landscape Plan in accordance with Section 23-3- 250.A.5, delineating the following information: 1. An installation schedule which specifies when the landscaping will be installed on site. 2. A Plant Material List specifying the Botanical and Common names of all plant material to be installed; the size of the plant material at installation and whether the plant material is to be containerized or balled and burlapped (B&B). 3. A landscape maintenance schedule which specifically states who will perform maintenance and that maintenance is on-going and shall not end upon final acceptance by the Department of Planning Services. 4. The size, type and color of the gravel mulch shall be noted. Williamson-Alfa Paving LLC, SPR-392,page 4 5. The size of the metal edging, if applicable, shall be noted. 6. The method of native grass and proprietary seed mix planting shall be called out as drilled or broadcast and applied at a rate of how many pounds per acre, and/or pounds per square foot. (Department of Planning Services) N. The applicant shall provide the proposed location(s)of the oil and gas drilling envelope for Lot 5, Block 1 of Amended 1-25 Rademacher Business Park PUD or provide written evidence of an agreement with the Kerr-McGee Corporation stating their concerns are addressed for future drill sites. Written evidence of such shall be submitted in writing to the Weld County Department of Planning Services. (Department of Planning Services) O. The applicant shall delineate on the Site Plan Review plat the location of all areas with pavement and the location of all areas with gravel or equivalent, as applicable. (Department of Planning Services) P. The applicant shall submit a plan describing any proposed on-site signs. Any proposed sign shall adhere to Sections 23-4-100 and 23-4-110 of the Weld County Code. All proposed signs located on site shall require the property owner to apply for and receive a building permit. (Department of Planning Services) Q. The applicant shall attempt to address the concerns of the Town of Mead as stated in their referral dated December 14, 2004. Written evidence of such shall be submitted in writing to the Weld County Department of Planning Services. (Department of Planning Services) 4. The following notes shall be placed on the plat: 1. In accordance with the Weld County Code, no land, building or structure shall be changed in use or type of occupancy, developed, erected, constructed, reconstructed, moved or structurally altered or operated in the Business Commercial zone district (C-3) or Industrial zone district (I-1) until a Site Plan Review has been approved by the Department of Planning Services. (Department of Planning Services) 2. The application does not propose any portion of the site to be leased to another party. In the event that a portion of the building is proposed to be leased to another party in the future, the applicant shall submit a copy of the lease agreement and information regarding the proposed use of the leased portion to the Weld County Building Inspection Department, Mountain View Fire Protection District and the Department of Planning Services for review. Based upon the proposed use and/or impacts of the leased portion, the Department of Planning Services may require a new Site Plan Review application. (Department of Planning Services) 3. There shall be no parking or staging of trucks allowed on Camelot Circle, or any internal roads associated with the Amended 1-25 Rademacher Business Park PUD. (Department of Planning Services) 4. All liquid and solid wastes (as defined in the Solid Wastes Disposal Sites and Facilities Act,30-20-100.5,C.R.S.,as amended)shall be stored and removed for final disposal in a manner that protects against surface and groundwater Williamson-Alfa Paving LLC, SPR-392,page 5 contamination. (Department of Public Health and Environment) 5. No permanent disposal of wastes shall be permitted at this site. This is not meant to include those wastes specifically excluded from the definition of a solid waste in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S., as amended. (Department of Public Health and Environment) 6. Waste materials shall be handled,stored,and disposed in a manner that controls fugitive dust, fugitive particulate emissions, blowing debris, and other potential nuisance conditions. (Department of Public Health and Environment) 7. The applicant shall operate in accordance with the approved "waste handling plan". (Department of Public Health and Environment) 8. Fugitive dust and fugitive particulate emissions shall be controlled on this site. (Department of Public Health and Environment) 9. This facility shall adhere to the maximum permissible noise levels allowed in the Light Industrial Zone as delineated in 25-12-103 C.R.S., as amended. (Department of Public Health and Environment) 10. Adequate handwashing and toilet facilities shall be provided for employees and patrons of the facility. (Department of Public Health and Environment) 11. Any septic system located on the property must comply with all provisions of the Weld County Code, pertaining to Individual Sewage Disposal Systems. (Department of Public Health and Environment) 12. A permanent, adequate water supply shall be provided for drinking and sanitary purposes. (Department of Public Health and Environment) 13. All potentially hazardous chemicals must be stored and handled in a safe manner in accordance with product labeling and in a manner that minimizes the release of hazardous air pollutants (HAP's) and volatile organic compounds (VOC's). (Department of Public Health and Environment) 14. If applicable, the applicant shall obtain a stormwater discharge permit from the Colorado Department of Public Health & Environment, Water Quality Control Division (Department of Public Health and Environment) 15. If applicable, the applicant shall obtain an Underground Injection Control, Class V Injection Well permit from the Environmental Protection Agency (EPA). (Department of Public Health and Environment) 16. If applicable, any vehicle washing area(s) shall capture all effluent and prevent discharges in accordance with the Rules and Regulations of the Water Quality Control Commission, and the Environmental Protection Agency. (Department of Planning Services) 17. If applicable, the applicant shall comply with all provisions of the Underground and Above Ground Storage Tank Regulations (7 CCR 1101-14). (Department of Public Health and Environment) Williamson-Alfa Paving LLC,SPR-392,page 6 18. The operation shall comply with all applicable rules and regulations of the State and Federal agencies and the Weld County Code. (Department of Public Health and Environment) 19. Landscaping materials as indicated in the approved Landscape Plan shall be maintained at all times. Dead or diseased plant materials shall be replaced with materials of similar quantity and quality at the earliest possible time. (Department of Planning Services) 20. All structures, including signs, on site must obtain the appropriate building permits. (Department of Planning Services) 21. Effective January 1, 2003, Building Permits issued on the proposed lots will be required to adhere to the fee structure of the Weld County Road Impact Program. (Ordinance 2002-11) (Department of Planning Services) 5. The applicant shall address the comments and issues raised from the following referral agencies: A. The property owner shall attempt to address the requirements (concerns) of the Mountain View Fire Protection District, as stated in the referral response received November 30, 2004. Written evidence of such shall be submitted in writing to the Weld County Department of Planning Services. (Department of Planning Services) B. The property owner shall submit evidence to the Department of Planning Services that the Town of Mead's comments as stated in their referral dated December 14, 2004. have been addressed. Written evidence of such shall be submitted in writing to the Weld County Department of Planning Services. (Department of Planning Services) C. The property owner shall submit evidence to the Department of Planning Services that all conditions and requirements as indicated in the Department of Public Works memorandum dated December 27,2004 have been met.Written evidence of such shall be submitted in writing to the Weld County Department of Planning Services. (Department of Planning Services) D. The property owner shall submit evidence to the Department of Planning Services that all conditions and requirements as indicated in the Department of Public Health and Environment letter dated December 21,2004 have been met. Written evidence of such shall be submitted in writing to the Weld County Department of Planning Services. (Department of Planning Services) 6. Prior to the release of building permits: A. A Final Site Plan and building construction plans must be submitted to the Mountain View Fire Protection District for review and approval. The applicant shall submit written evidence of approval to the Department of Building Inspection. (Mountain View Fire Protection District) B. The applicant shall submit two complete sets of blueprints to the Weld County Department of Building Inspection. (Building Department) Williamson-Alfa Paving LLC, SPR-392,page 7 C. The applicant shall amend the method of handling the water from the wash bays associated with this facility. As proposed, the grey water is sent via a pipe to a sand filter prior to discharge into retention/ detention pond and then into the County borrow ditch. This method of handling grey water is appropriate with discharge into a storm water system. The proposed grey water shall be contained in a vault and pumped by a registered waste hauler. The applicant shall submit written evidence of compliance with this issue to the Departments of Public Health and Environment, Building Inspection and Planning Services. (Department of Building Inspection, Department of Planning Services) 7. Prior to the issuance of the Certificate of Occupancy: A. An individual sewage disposal system is required for the proposed office and shall be installed according to the Weld County Individual Sewage Disposal Regulations. A septic system permit for the office was applied for on November 18, 2004 (SP- 0400427). (Department of Public Health and Environment) B. The septic system is required to be designed by a Colorado Registered Professional Engineer according to the Weld County Individual Sewage Disposal Regulations. (Department of Public Health and Environment) Site Plan Review conditionally approved by: to ` ' J Date: Kim Ogle, Planner January 12, 2005 Connie Williamson Zeek Partnership, LLLP Post Office Box 10 Mead CO 80542 JL Walter Consulting 114 East Fifth Street Loveland, CO 80537 Williamson-Alfa Paving LLC,SPR-392,page 8 Zest;:,., (it DEPARTMENT OF PLANNING SERVICES ' PHONE (970) 353-6100, EXT 3540 FAX (970) 304-6498 W 918 C. n Street GREELEY, COLORADO 80631 COLORADO November 23, 2004 Alfa Paving c/o JL Water Consulting 114 E 5 St Loveland CO 80537 Subject: SPR-392 -Site Plan Review for an Office and Maintenance Repair Shop for a Paving Company located in the PUD: C-3/I-1 on a parcel of land described as Lot 7, Block 1, Amended Replat of 1-25 Rademacher Business Park PUD; part NW4 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 complete and in order at this time. Our Department will be processing the Site Plan within 45 to 60 days upon receipt of the application. You will be notified by this office at the end of the review period regarding the site plan. It is the policy of Weld County to refer an application of this nature to any town or municipality lying within three miles of the property in question or if the property under consideration is located within the comprehensive planning area of a town or municipality. Therefore,our office has forwarded a copy of the submitted materials to the Berthoud, Firestone and Mead Planning Commission for their review and comments. It is recommended that you and/or a representative be in attendance at the Berthoud, Firestone and Mead Planning Commission meeting to answer any questions the Commission members may have with respect to your application. Please call Berthoud at(970)532-3754,Firestone at(303)833-3291 and Mead at(970)535- 4477, for further details regarding the date, time, and place of the meeting. If you have any questions concerning this matter, please feel free to call or visit our office. ,Sincerely, KimO e Planner SITE PLAN REVEW (SPR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT# /AMOUNT # /$ CASE #ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number \ 2 0 1 - Z S - Z - 0 Z. - 0 O 7 (12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or www.co.weld.co.us). Loki, fl\menaed Pk0A o Rnc�e eewclner -€,u3‘v,asr Legal Description Vaav\i c.v' "\ V.U•t). 1 NA-0,.\y4 , Sectbn Z 3 , Township 3 North, Range/na West / 0 Lot/Block: 7 / 1 Zone District: . . \1. , Total Acreage: 5 • 1 , Overlay District:__ FEE OWNER//(S) OF THE PROPERTY: (_Lf' L\wny f Lain L-Li Name: Zees .?Os-tv‘ev5‘P•\P O ) R L\w\\kek 1` CLAN\evsL\e Work Phone#'1O-S- S-e014- Home Phone# Email Address_ Address:--e. O , toy, \ O 40(cco' ea_vv'ek %- C \v^c IC City/State/ZipCode N\ ¢ o_X. t (,o $o S 4Z— Name: Work Phone# Home Phone# Email Address Address: City/State/Zip Code Name: Work Phone# Home Phone# Email Address Address: City/State/Zip Code APPLICANT OR AUTHORIZED AGENT(See Below:Authorization must accompany applications skirled by Authorized Agent) Name: Work Phone #_ Home Phone#__ Email Address Address: City/State/Zp Code PROPOSED USE: O#-{--- G 2 t r � v � �e.� e � a.\A"\-e\n0.tic- � 1 Q 0._ �\ I(We) hereby depose and state under penalties of perjury that all statements,proposals,and/or plans submitted with or contained within the application are true and correct to the best of my(our)knowledge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs,a letter of authorization from all fee owners must be included with the application.If a corporation is the fee owner, notarized evidence must be included showing the signatory has to legal au horny tosjg//n for fo� the corpor tion. s( . 1 Signature:Owner or Author ed Agent Date Signature: Owner or Authorized Agent Date -3- J L Wafter Consulting 114 E.5th Street Loveland,CO 80537 (970)613-2037 FAX (970) 203-1147 November 16,2004 Project: Lot 7, Block 1 Amended Plat of the Rademacher Business Park P.U.D. SITE PLAN REVIEW APPLICATION Application Requirements per Section 23-2-160 of Weld County Code. A. Application. - See attached Application. B. Legal instrument identifying Applicant's interest in property. - See attached Title Policy. C. N/A D. N/A E. Description of proposed use. This property will be used to provide office space and a maintenance and repair shop for a paving company, or similar light industrial application. The building will provide approximately 7,000 square feet of finished office space and appurtenances on two levels and approximately 12,500 square feet of open bay maintenance, repair and wash down facilities. The site will provide areas for guest and employee parking, equipment storage, drainage detention, and wastewater treatment. F. Evidence of adequate potable water availability for zone district. - See attached letter to Little Thompson Water District. G. Evidence of adequate sewage disposal facilities. - See attached Septic System Design. H. Completed County Road Access Information Sheet. - See attached County Road Access Information Sheet. I. The number of employees associated with the use. The anticipated maximum number of employees associated with the use is 35. J. Statement indicating that the proposed use meets required setbacks and offset requirements. The existing building meets or exceeds the required setbacks and offset requirements for the P.U.D. zone district. K. Provide a generalized sketch of Building. - See attached copy of building plans. L. A plan describing any proposed signage. No site sign is planned at this time but the location of a future sign is shown on the site plans. Any future sign will be submitted for Weld County review and approval following then current Weld County requirements. M. Statements describing Landscape requirements. 1. The lot shall have a minimum 15%of the total lot dedicated to landscaping. This site has a total of 27%dedicated to landscaping. 2. A 20'Landscape easement has been provided along WCR 9.5 and Camelot Circle per the plat. A minimum ten foot landscape area has been provided along both sides of the property. The detention pond area will be seeded. Limited areas are to be sprinkled in keeping with water conservation guidelines of Little Thompson Water District. Plantings will be watered by use of a soaker system. 3. Landscape has been designed to provide a buffer between Camelot Circle and the parking area in front of the building. 4. A detailed landscaping plan has been included in the Site Plan submittal. N. A statement accompanied by evidence explaining how storm water runoff will be handled. - See attached drainage report. O. A statement explaining that the proposed use, building, or structure meets the off-street parking requirements. The proposed use requires 19 parking spaces per 7,000 square feet of office space with 10 employees and 40 parking spaces for 12,500 square feet of maintenance facilities with 25 employees, for a total of 59 parking spaces. P. A statement explaining that sufficient space in loading/service areas are provided for the loading and unloading of vehicles without encroachment upon neighboring property or rights- of-way. Loading/service areas shall be paved. No unloading or unloading of vehicles will be performed outside the limits of the lot. All loading/unloading/ service areas within the lot shall be paved. Q. A statement explaining that the lot shall have safe access to an approved public street. This lot shall access onto Camelot Circle, a paved public street that has been designed and approved by Weld County for the similar uses as proposed. Camelot Circle has a Local Street designation. R. A statement explaining that new accesses to public rights-of-way shall be constructed using minimum standards below. 2 • 1. Size of drainage structure - 15" min. diameter. Not Applicable. 2. Length of drainage structure - 20' minimum. Not Applicable, 3. Depth of cover over pipe. Not Applicable. 4. Width of access -ten(10)to fifteen(15) feet for one-way single access, twenty-four- feet minimum for two-way traffic. Proposed access to be 40 feet wide. 5. Maximum grade of access - fifteen percent (15%). Proposed grade will not exceed fifteen percent(15%). 6. Flare radius -twenty-foot minimum in a residential zone district, forty-foot minimu9 in commercial and industrial zone districts. Proposed flare radius - 40 feet. 7. Depth of surfacing - per engineering design and subject to approval by the Department of Public Works. A final pavement thickness design will be completed and submitted to the Department of Public Works for approval. S. N /A T. A statement that trash collection area or facilities are located, designed and used in a manner that shall meet the requirements of the zone district. A trash collection facility shall be provided that will be architecturally compatible with the proposed building,that will protect trash from being blown about, and will protect it from animals- It will be located within the fenced-area to hide it from the public view, yet be readily accessible to a trash truck. The trash truck can either circle the building to access the container or can turn around within the property. U. A statement explaining that the use is compatible with the existing or future development of surrounding areas as permitted by the existing zoning and with the future development of the area as projected by the Comprehensive Plan or Master Plan of affected municipalities and any Intergovernmental Agreement. Such use shall adhere to the following operation standards,to the extent that they are affected by location, layout and design prior to construction and operation. Once operational, the operation shall conform to the standards listed below: 1. Noise. The operations proposed for this facility are compatible with the existing adjacent and nearby facilities in a light industrial/commercial zone. All existing facilities are oriented to the use of multiple vehicles, equipment, and/or outside equipment activities. The proposed use will not exceed the noise limits as established in Section 25-12-101, C.R.S. 2. Air Quality. The proposed use will not exceed the air quality standards as established by the Colorado Air Pollution Control Commission. 3. Water Quality. The proposed use has provided for a sand filter to insure the quality of water to be discharged from the facility. During construction, water quality control features shall be implemented, including erosion control measures, to meet the intent of the standards established by the Water Quality Control Commission. 4. Radiation and Radioactive Materials. None will be used, stored, or processed on this site. 5. Heat. The uses on this site will not emit heat in such amount sufficient to raise the temperature of the air or of materials at or beyond the lot line more than 5 degrees (5°) Fahrenheit. 3 6. Glare. Any lighting used to illuminate an off-street parking area, outside storage area, outside activity area, sign or other structure on this site will be arranged to deflect light, away from any adjoining residential zone and from County roads. Lighting, including light from high-temperature processes such as welding or combustion, is designed to not shine directly onto adjacent properties or public or private streets, and no colored lights will be used in connection with the proposed use. 7. Property Maintenance. 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 shall not allow the growth of Noxious Weeds. 8. Off-site Improvements. N/A. V. Site Plan Review Map. - See Attached. W. Site Plan Review Plat. To be prepared upon approval of Site Plan Review Application. X. Certificate from County Treasurer showing no delinquent taxes for the parcel area. - See Attached. Y. The applicant shall submit to the Department of Planning Services a copy of an agreement with the mineral owners associated with the subject property. Such agreement shall stipulate that the oil and gas activities on the subject property have been adequately incorporated into the design of the site, or shall provide written evidence that an adequate attempt has been made to mitigate the concerns-of the mineral owners-on the subject property. - See Attached letter. Z. N/A. Respectfully Submitted, J L Walter Consulting J L Walter 4 Zeek Partnership, LLLP P.O. Box 10 Mead, CO 80542-0599 970-535-6074 February 4, 2005 Weld County Dept. of Planning Services 918 10th Street Greeley, CO 80631 Attn: Ms. Monica Daniels-Mika Re: Lot 7, Block 1, 4068 Camelot Circle Dear Ms. Daniels-Mika: The building plans for Zeek Partnership, LLLP's building at 4068 Camelot Circle, Longmont—have been submitted and are currently under review. If you have any questions,please contact this office. Sincerely, Kenneth A. Williamson General Partner THE BAUGH LATERAL DITCH COMPANY 4309 State Highway 66 Longmont, CO 80504 970.535.4531 February 3, 2005 RE: LOT yDESCRIPTION � 7 ' / p / /y \lam otF Ono. 1 dol- �7�) `7©670 C_tf_!�'/..!' I 104- fr& all P.I:J'LUY1 --6 (iL • trill TO WHOM IT MAY CONCERN: THE BAUGH LATERAL DITCH COMPANY DOES NOT HAVE A PROBLEM WITH THE BUILDING AND LOT, LOCATED AT THE ABOVE LOT DISCRIPTION, AS IT DOES NOT INTERFERE WITH OUR DITCH. SINCERELY, . na.4 ILA. NICK SEKICH PRESIDENT J L Walter Consulting 114 E. 5th Street Loveland, CO 80537 (9701613-2037 FAX (9701 203-1147 February 3, 2005 Weld County Planning Department 918 10th Street Greeley, CO 80631 AT'IN: Mr. Kim Ogle, Planner RE: Lot 7, Block 1, Amended I-25 Rademacher Business Park PUD Dear Kim, Please find hereafter our response to those comments provided in regards to our submittal of the above project. We have either made our response herein or provided an attachment that would address the concern for a particular item. Our response is in the order presented. 2.A. Please see the attached completed improvement agreement forms. 2.B. Plans have been submitted to the Department of Building Inspection and are under review. It is understood that a building Permit must be obtained prior to the construction of any structure on the site. 2.C. This development has a recorded agreement with the Baugh Lateral Ditch Company that restricts the planting of trees and shrubs within the 80' Ditch easement. This project does not include any landscaping or work otherwise in the Baugh Lateral Ditch Company easement, which is entirely on the adjacent lot. Nothing in the agreement precludes the planting of trees and other landscaping adjacent to the referenced easement. See attached letter. 2.D.1.A. Please reference drawing change. The grey water from the oil and grease interceptor was misrouted to the storm water detention pond. It should have been routed thru the septic disposal system, which was sized to handle this flow. This change has been made. 2.D.2 See attached letter from Little Thompson Water District which indicates they have sufficient capacity to service this lot with domestic as well as fire flow. Please find attached paperwork indicating the water tap has been purchased to service this lot. 2.D.3. The floor drains in the proposed building include those from the vehicle wash bay and those from bathrooms and sinks, all of which will be routed to the onsite disposal system. Oil and grease will be captured, by the Oil and Grease Interceptor Sand Filter System proposed, and properly disposed of off-site, as stated in the Waste Handling Plan. No waste waters from this site will be allowed to be introduced into the soil otherwise. The total flow from this project is less than 2000 gpd to the proposed on-site ISDS. No commercial or industrial waste will be permitted in the system. Therefore, this project is not subject to the EPA Class V Injection Well Permit requirements. See attached U.S. EPA questionnaire. 2.E.1. See attached Waste Handling Plan. 2.E.2. See attached Waste Handling Plan. 2.E.3. See attached Waste Handling Plan. 2.F. See attached General Permit Application for Stormwater Discharges Associated with Construction Activity as submitted to the Colorado Department of Public Health and Environment, Water Control Division, WQCD-Permits, 4300 Cherry Creek Drive South, Denver, Colorado 80246-1530 for this project. 2.G. Contact has been made with the Weld County Sheriff Department and this process will be on-going. 3.A. Done. See drawings. 3.B. Done. See drawings for circulation and gate information. 3.C. Curb and sidewalk have been shown in front of the building to accommodate handicap access to the building. The majority of the lot, including that to be used for service and loading areas, are shown to be paved and screened. Adequate service and loading areas have been designated outside the public street and outside the public parking on the site. 3.D. Parking schedule and loading area has been shown on the drawings. 3.E. Done. See drawings. 3.F. Done. See drawings. 3.G. A typical section across the parking lot as well as the pavement design section has been shown on the plans. 3.H. Bumper guards are shown on the drawings. 3.1. Off-street parking spaces shall be lighted by building mounted lights that will be down lights, designed to provide sufficient lighting for parking, but not allow stray light onto the street or adjacent lots. No overhead pole lights will be used. All off-street parking lighting will be per Section 23-4-30.E of the Weld County Code. 2 3.J. Lighting shall adhere to the lighting standards in accordance with Section 23-2-250 and Section 23-3-250.B.6 of the Weld County Code, and this requirement is shown in the description notes included on the plans. 3.K. Done. See drawings. 3.L. The site, other than the front entry and parking area, shall be screened by a fence that will block the view from the street as well as from the adjacent lots. See the drawings for the location of the fence and fence type. 3.M.1. Done. See drawings. 3.M.2. Done. See drawings. 3.M.. Done. See drawings. 3.M.4. Done. See drawings. 3.M.5. Done. See drawings. 3.M.6. Done. See drawings. 3.N. See attached drawing. This drawing indicates the nearest potential site for the drilling of a well in the area staying within the Oil and Gas Drilling Envelope and maintaining a 150 foot setback from the right-of-way line of Camelot Circle. Using this configuration, the 150 foot setback from the potential well site will encroach on Lot 7 by approximately 37 feet. The encroachment area will not impact any structures proposed to be placed on Lot 7. A letter substantiating same is forthcoming from Kerr-McGee. 3.O. Done. See drawings. - 3.P. The location of a future proposed sign has been shown on the plans. When the sign is to be constructed, a Weld County Sign Permit will be applied for and the requirements of that permit will be completed prior to construction. 3.Q. See the attached letter. 4. Done. See drawings. 5.A. Done. 5.B. See attached letter. 5.C. Done. 3 5.D. Comment 1. See 2.D.1.A. above. Comment 2. See 2.D.2 above. Comment 3. See 2.D.3 above. Comment 4.1. See 2.E.1., 2., and 3. above. See attached Stormwater Discharge Permit Application as submitted. See attached Weld County Individual Sewage Disposal Permit application. See drawings for list of development standards included on the site plans, Items 1-15. If you have any questions regarding the above or the enclosed, please advise. Sincerely, J L Walter Consulting J L Walter Cc: Mr. Ken Williamson Attachments 4 SITE PLAN CERTIFICATION I (We) hereby certify that the uses, buildings, and structures 1 located on: � \ D1 �oc�2 / _Awe � z � l \o � dkw\o, kv- - J..c \ k..255 �o ✓`L. W\v.at\ V♦ . (legal descriptbn) are designed and will be constructed and operated n accordance with the applicable Performance Standards and District Requirements for the U• zone district as stated in the Weld County Code 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 hitiating a compliance action aganst me. Signature of Prop Owner The foregoing instrument was subscribed and sworn to before m e this / I4° day of 10__V_ 20D__4_, by (os q i a A, IA; a ✓Y1 5 U.') WITNESS my hand and official seal. My Commission expires: 9. 2F- Q O 1>Lja-ti 7411 Nolary Public ♦:""gf ri�• ~ pa e•l NOTARY PUlLIC .—.w- -4- EMERGENCY CONTACT INFORMATION PLEASE TYPE OR PRINT Business Name: R\ 0. Po,-J ks-A-9 1 l_L C. Phone: 570 — S3S - t907 (1-- Address:? 6,16o X to t M e-OA I CO d o 47-- Business Owner:kev‘ `r� t ov v�1 e US•klk�av►W.5 ova Phone: 9? - 53S S - to -7 4- Home Address: jj City: List three persons in the order to be called in the event of an emergency: NAME TITLE ADDRESS PHONE KQ••. (.,..1.11 & 5O- Dt.z1n _v- (3a3) 35G, — 535% Jra_1ry i k�tile7 SN "erlo.tt�A.r-...-V (303) ISto -- (as? -O9 v\ L...1\‘O,%....5 S.,e...v.,,,,-k„NI....,-c (3 03) 43 5 — ? (p 14- Business Hours: $ — S Days: C\A-- F Type of Alarm: None Burglar Holdup Fire Silent Audible Name and address of alarm company: Location of Safe: N7 ik MISCELLANEOUS INFORMATION: Number of entry/exit doors in this building:S Z. Locations E Sou 'r\A 5 \ -e I S 4o v k\-^ 5 kl I 1 W 42.s k- �v. __ } L 0.S Q,.,..` Is alcohol stored in building? 1*--& o _ Location(s): Are drugs stored in building? 14 0 Location(s): Are weapons stored ii building? NA u _ Location(sk The following programs are offered as a public service of the Weld County Sheriffs Office. Please indicate the programs of interest. Physical Security Check Crime Prevention Presentaion UTILITY SHUT OFF LOCATIONS: Main electrical: 1 Gas shut off: --rn l O Q __ \-�vvv\\.''--9-•1 Exterior water shutoff: V a. `"e MQkLV- ' LT t- •\\( • &V/\ev. o-( l Ok Interior water shutoff: —1---0 Q. \—) .e Ve V`^^\‘-A-e -5- NUV-11-2UU4 WED 03:16 P11 FAX NO, P. 01/01 Report Date: 11/17/2004 03:12PM WELD COUNTY TREASURER Page: 1 STATEMENT OF TAXES DUE SCHEDULE NO:R7052498 ASSESSED TO: ZEEK PARTNERSHIP LTD CIO KENNETH A WILLIAMSON 14054 1-25 FRONTAGE RD LONGMONT,CO 80601 LEGAL DESCRIPTION: RAD L7 BLK1 RADEMACHER BUSINESS PARK PUD AMD PLAT SITUS:WELD PARCEL: 120723202007 SITUS ADD: WELD TAX YEAR CHARGE TAX AMOUNT INTEREST FEES PAID TOTAL DUE 2003 TAX 2,142.12 0.00 0.00 2,142.12 0.00 TOTAL TAXES 0.00 GRAND TOTAL DUE GOOD THROUGH 11/17/2004 0.00 ORIGINAL TAX BILLING FOR 2003 TAX DISTRICT 2309- Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 21474 617.81 VACANT LAN 99,213 28,770 SCHOOL DIST RE1J 40.374 1,161.56 ---- ----- NCW WATER 1.000 28.77 TOTAL 99,213 28,770 SVW WATER 0.243 6.99 LTW WATER 0.000 0.00 MIN VIEW FIRE(BOND 2008) 0.300 8.63 WELD LIBRARY 3.249 93.47 LONGMONT CONSERVATION 0.000 0.00 MOUNTAIN VIEW FIRE 7.817 224.89 TAXES FOR 2003 74.457 2,142.12 ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY AND MOBILE HOMES-AUGUST 1, REAL PROPERTY-AUGUST 1. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. P.O.Box 458 Greeley,CO 80632 (970)353-3845 ext.3290 11/19/2004 12:09 3036703804 JOHN G. CANNY, ATTY PAGE 01/01 Zee Y John G. Canny Attorney at Law 3560 Evergreen Pathway,Suite 204 Evergreen,Colorado 80439 Phone(303)670-6310 FAX(303)670-3804 November 19,2004 Weld County Planning&Zoning Department Greeley,Colorado TO WHOM IT MAY CONCERN: I represent the Zeek Partnership,ILLP, which is the owner of Lot 7,Block 1,Amended Plat Rademacher Business Park Final PUD. At the request of Mr. J. L. Walter of J. L. Walter Consulting,LLC, I am providing this letter to comply with your requirements with respect to the status of this lot,vis-a-vi,the owner of the mineral rights. The Ken-McGee Rocky Mountain Corporation owns the right to explore for oil and gas on the property. Kerr-McGee informed my client last May or June of its intention to drill,not on this property, but on Lot 5,Block 1,which is at the northeast corner of my client's development. No agreement has yet been entered into with Kerr-McGee, but it is my understanding that Kerr- McGee is planning on submitting a USR to your department soon. But,as I say,we have no indication that they plan on any activity other than on Lot 5,Block I. Should you need further information with respect to this matter,please do not hesitate to contact me. Very truly yours, John G. Canny JGC:sk cc: Ken Williamson J L Walter Consulting 114 E. 5th Street Loveland,CO 80537 (970)613-2037 FAX (970) 203-1147 November 16, 2004- Mr. Michael T. Cook, P.E. District Engineer Little Thompson Water District 835 E. Highway 56 Drawer G Berthoud, Colorado 80513 RE: Lot 7, Bkock 1, Amended Plat of the Rademacher Business Park Final P.U.D. Dear Mr. Cook, Please find enclosed a copy of the Site Plan for the referenced project to be submitted to Weld County. The proposed building will require a sprinkler system and therefore a fire line to the building. As-you may recall, improvements-were made as-part of the original developmentto stub-out a 8" fire line at the common lot line for use by both lots, reduced to a 6" fire line to the building. This building will require a 5/8" x 3/4" meter. The Owner will make payment for this meter prior to beginning the foundation for the building. At this time, please provide a "Can Serve" letter for our use to submit to Weld County. If you have any questions or comments regarding the enclosed Site Plan,please advise. Sincerely, J L.Walter Consulting J L Walter CC: Zeek Partnership, LLLP Attachment nLandmark ENGINEERING Ltd. Engineers • Planners • Surveyors • Architects • Geotechnical October 28, 2004 Project No. WALJLC-4J6G-10-707 J.L. Walter Consulting 114 E. 5th Street Loveland, Colorado 80537 RE: Percolation Tests at Lot 7, Block 1, Amended Plat of Rademacher Business Park, Weld County, Colorado. (a.k.a. I-25 Business Park) Gentlemen: Per your request,Landmark Engineering Ltd.performed percolation tests for the proposed leach field at the subject site on October 27, 2004. The test holes were drilled and pre-soaked the previous day. These tests will be required by the Weld County Health Department to aid in installing a septic system. Percolation tests were performed on six(6)test holes at the site in accordance with the standard test methods described by the Weld County Health Department. An average percolation rate of 45 minutes per inch was determined from these tests. It is our opinion that the upper level(0-2'+/-),dark brown clays may not exhibit adequate percolation rates,therefore,the bottom of the leach bed should extend down into the light brown sandy clay soils where the actual percolation tests were performed. It is also possible that the upper clay stratum may have been thicker near percolation test holes # 1 and 2, resulting in these slower percolation rates. Based on the test data, subsurface conditions in regard to percolation,groundwater and bedrock were conducive to the use of a standard absorption system. However,since the septic system is for commercial use,the leach field will need to be designed by a Registered Professional Engineer. Please find enclosed the boring site plan,percolation test results and soil profile. If you have any questions or if we may be of further assistance,please contact this office. Sincerely, Landmark Engineering Ltd. La filler Geo gist V ,3 t'A y fa 15r?. Enclosures 3517-7 �7 {<1. /® zg y The above has been reviewed and approved by Waj G Thon3p qh' rado P.E. 35177. 3521 West Eisenhower Boulevard Loveland, Colorado 80537 Loveland (970) 667-6286 Fax (970) 667-6298 Metro (303) 629-7124 E • tri • p4 P2+p5 P1. �,?P6 0 c) deep bore r H H n r y [>7 t1 N CLIENT: J.L. Walter Consulting IaDmmORaQR O L2a0TITLE: Percolation Test Site Plan NGINEERS/ARCHITECTS/PLANNERS/SURVEYORS 3521 West Eisenhower Blvd., Loveland, Colorado 80537 PROJECT NUMBER: WALJEC-4J6G-10-707 (970) 667-6296 Denver (303) 629-7124 Fax (970) 667-6298 DATE: October 28, 2004 SCALE: 1"=100' LANDMARK ENGINEERING LTD. 3521 West Eisenhower Blvd., CO 80537 Ph: (970)667-6286 @ Denver Metro (303)629-7124 Fax: (970)667-6298 @ E-Mail: office@landmarkltd.com Date of Test: October 28, 2004 Date Holes Presoaked: October 27, 2004 Location: Lot 7, Block 1,Amended Plat of Rademacher Business Park P.U.D. PERCOLATION TEST RESULTS Percolation Hole No. 1 2 3 4 5 6 Depth of Hole(in.) 30" 30" 30" 30" 30" 30" Time of Reading Reading Change Reading Change Reading Change Reading Change Reading Change Reading Change (in.) (in. (in.) (in. (in.) (in. (in.) umglilon (in.) in. (in� 8:30 18 17 1/4 16 3/4 15 7/8 14 1/4 15 1/8 9:00 19 1/4 1 1/4 18 3/4 19 1/2 2 3/4 21 7/8 6 19 1/2 5 1/4 20 1/2 5 3/8 9:30 20 1/8 7/8 18 5/8 5/8 21 3/8 _2 1/8 25 1/8-21 1/4, 3 1/4 22 1/8 2 5/8 23 1/2 3 10:00 20 7/8 3/4 19 1/8 1/2 23 1/4-17 5/8 1 7/8 24 3/8 3 1/8 24 1/4 2 1/8 25 7/8-22 3/8 2 3/8 10:30 21 1/4 3/8 19 3/8 1/4 19 3/8 1 3/4 27 2 5/8 25 3/4-22 1/4 1 1/2 24 1/2 2 1/8 11:00 21 5/8 3/8 19 5/8 1/4 20 7/8 1 1/2 29-26 2 23 3/4 1 1/2 26 1/2 2 11:30 22 3/8 19 7/8 1/4 22 3/8 1 1/2 28 2 25 1/4 1 1/2 28 1/4 1 3/4 Percolation Rate At 80 mpi 120 mpi 20 mpi 15 mpi 20 mpi 17 mpi End of Test Average Percolation Rate: 45 Minutes Per Inch CLIENT: J.L.Walter Consulting TABLE NO. LANDMARK ENGINEERING LTD. PROJECT NO. WALJLC-4J6G-10-707 1 LOG OF BORING BORING NO. CLIENT: J. L.Walter Consulting DRILL RIG: Acker AD-II Perc. PROJECT NO: WALJLC-4J6G-10-707 ROD SIZE: AW PROJECT LOCATION: Lot 7, Block 1, Rademacher METHOD OF DRILLING: 4"s.s. Business Park DRILLER: LAM DATE DRILLED: October 27,2004 ENGINEER/GEOLOGIST: LAM ELEVATION: natural grade WEATHER: J W> Fr- W w DESCRIPTION ' w z Z REMARKS = O J CO W W N } U O � N C O D 2U O d • lean clay,stiff, damp,dk. brown \ sandy-v. sandy clay, med. stiff, damp - \ \ moist _ no water encountered - -10- -15- _20 -25- -30- -35- -40- tLandmarh ENGINEERING LTD. J L Walter Consulting 114 E.5th Street Loveland,CO 80537 (970)613-2037 FAX (970) 203-1147 LOT 7, BLOCK 1 ALFA PAVING SITE SEWAGE TREATMENT FACILITY-OFFICE COMMERCIAL BUILDING DESIGN CRITERIA: 1. Occupant Load: 37 employees,max. 1 shift 2. Occupant Usage: 37 x 15 = 555 gal. Per day 3. Percolation Rate: (Sandy Clay Stratum) 20 minutes/inch (Overall Average) 45 minutes/inch DESIGN SUMMARY: Tankage: 30 hour minimum detention 1.25 (555) = 694 gallon min. 1,000 gallon recommended 1. Recommended Percolation bed 2. Inspect excavation of bed, to exploit sandy clay layer below 2'±. (See Repot) 3. Design using 45 min./inch perc rate, for long-term use 4. Plan for Dosing Application Rate 3445 =0.45 gal./ft2/day Bed Area: 555/0.45 = 1240-112 Bed Size: 24' x 52' = 1,248 tI Field Pipe Volume: (4 x 49 x. .3332.33327/4) 7.5 = 17.1 113 = 128 gallons Dosing Chamber: 4' diameter manhole ring=94 gal/vert Ft. Siphon b.= 128/94= 1.36' = 17" Frequency=555/128 =4.33 times/day average t3LI } r ap fi. CONSTRUCT BERM ON UPPER PERIMETER OF BED IF RECD _ TO D'VERT RUN-OFF WATER j AROUND PERCOLATION BED j SLOPE SIDES OF I BERMS © 3: 1 ":% CROSS SLOPE OR AS'M STANDARD 2729 c CROWN (MAX.) \ 4" DIA. PERFORATED PLASTIC PIPE a o Q FOR AIR CIRCULATION z w AND DRAINAGE 1 o w c-To a cr I I MOUND GRAVEL OVER I PIPES 2" MIN, _ y 3 6 (TYPICAL) (TYPICAL) Z0 _J 5 w w cn a 2' LAYER OF HAY OR STRAW 7i o TO PREVENT FILTERING OF SOIL 2D INTO GRAVEL DURING CONSTRUCTION BOTTOM OF FIELD TO BE LEVEL, REMOVE ALL SHARP PROJECTIONS SYSTEM CROSS SECTION NOTE: INSTALLATION MUST PROVIDE FOR ADEQUATE COVER ON LINES TO FIELD. _ DATE, 11116/04 ALFA PAVING J � Walter Consulting 1L4 E. 5th Street Mobile (970) 539-9L SCALE, NTS Loveland, CO 80537 FAX (970) 203-1147(070) 613-2037 man. SRA 'NSTALL RISERS TO BRING LID FLUSH WITH SURFACE, FOR EASE OF CLEANING. (TY° j 8" TOP SOIL RECOMMENDED FOR COVER 4-1 2/3 L 4" DIA. INLET -I F 20 MIN. ro z v .e7 4' DIA OUTLET LINE 4" MIN. WALL THICKNESS . TO DISTRIBUTION BOX. SLOPE. 1/4'/FT SEPTIC TANK CROSS SECTION 1 ,000 GAL. MINIMUM REQUIRED DATE: 11/16/04 JL Walter Consulting ALFA PAVING L1 NTS 4 E. 6th Street Mobile (970) 539-91 9 scA�e�. Loveland, CO 80537 FAX (970) 203-1147 SRA (970) 813-2037 DRAWN: PIPE MEETING ASTM STANDARD D3034 (PVC SDR 35) REQUIRED. FROM BU'LDING NOTE. MAINTAIN 1/4"/FT. SLOPE CN TO PROM BUILDING BED • ® INSTALL VERTICALLY A 2'-3" LENGTH Or PERFORATED PLASTIC PIPE W/INSERTED OR THREADED a Q TOP TO BE PLUSH W/GROUND 0 SLIR=ACE. 00 PIPE 10 BE USED TO MONITOR 0 SYSTEM. 20 ci 4. 4'e DOSING CHAMBER Cf 1 PIPE MEETING ASTM STANDARD D3034 �I (PVC SDR 35) REQUIRED. NOTE: MAINTAIN 1/4"/FT. SLOPE TEE (4" TYP ) loo/ ON LINES FROM BUILDING TO BED. 90' ELBOW (TYPICAL) I I I T - 1- -T - - 1 z I ASTM STANDARD 2729 I PERFORATED PLASTIC PIPE -03 (4" DIA, TYP.) N - 3' in # AS REQ'D FOR WIDTH • I 6 (TYP.; I * CORRUGATED, SMOOTH INTERIOR PIPE MEETING ASTM OD I STANDARDS F405 AND AASHTO M252 MAY BE USED AS AN OI ALTERNATE. I - 24' SYSTEM PLAN DATE: 11/16/04 „if Walter Consulting ALFA PAVINGNTS 114 E. 5th Street Mobile (970) 539-91 SCALE: Loveland, CO 60537 FAX (970) 203-1147 p� (970) 613-2037 DRAWN: SRA ,-. -4'0 DOSING TANK MANHOLE SECTION DOSING SIPHON - MODEL 423 BY FLUID DYNAMICS, INC. OR EQUAL • • 2 ,• • 9 •w DOSING TANK FOR INSTALLATION, SEE MFGR.'S INSTRUCTIONS DOSING CHAMBER DATE: 11/16/04 JL Walter Consulting ALFA PAVING 114 E. 5th Street Mobile (970) 539-9179 SCALE NTT Loveland, CO 80537 FAX (970) 203-L147 SRA (970) 613-2037 DRAWN: LITTLE THOMPSON WATER DISTRICT DIRECTORS: Telephone(970)532-2096 Robert Boggio,Wit. December 9, 2004 Dan Anderson. KAM Cr000quisr. 835 E.IligCO 8 56 Richard Macomber. Berthoud,CO BOSH Dave Lome wwwitwtorg Carry I.Sal0000uon Ala Sauer. MANAGER: Ridwd HH Whim. J.L. Walter VeTIMa • o• Z • 114 E. 5"' street Loveland, CO 80537 Dear J L: This letter is in response to your request for a water service commitment for the location described as follows: Lot 7,Blockl,Amended plat of the Rademacher business Park final P.U.D. The District provides water service within its service area as defined by the District. The provision of water service by extension of existing water lines of the District to the above property and the installation of taps for lots is done under the terms of the Rules and Regulations of the District established by the Board of the District from time to time. You may obtain a copy of the Rules and Regulations from the District. This letter outlines the provisions of the Rules and Regulations, however this letter does not change any provisions of the Rules and Regulations. The Board of the District may alter and amend the Rules and Regulations at any time, and the provisions of this letter are subject to alteration and amendment based on changes in the Rules and Regulations of the District. We currently have a 12" diameter water line located along Camelot Circle with additional capacity available Therefore, we can commit to provide service to the above property, subject to the limitations in this letter, for one standard 5/8"X 3/4" water tap and fire sprinkler tap. This commitment letter will expire two years from the date of this letter if the taps have not been purchased, paid for and installed by that date of expiration. The current fee for the domestic 5/8" X 3/4" tap is $25,700. YOU ARE HEREBY ADVISED THAT THE RULES, REGULATIONS AND TARIFFS OF THE DISTRICT ARE SUBJECT TO CHANGE WITHOUT NOTICE; AND THIS LETTER IS ISSUED WITH THE SPECIFIC LIMITATION THAT THE DISTRICT MAY CHANGE THE RULES, REGULATIONS AND TARIFFS APPLICABLE TO THE ABOVE PROPERTY AT ANY TIME WITHOUT NOTICE TO YOU OR ANY PERSON. If you have questions,please contact me. Regards, Michael T. Cook District Engineer LITTLE THOMPSON WATER DISTRICT WATER TAP APPLICATION TAP NO: 7 C7 TO:Board of Directors,Little Thompson Water District Application is hereby made for domestic water service to the following described property Legal Owner of Property: Zc K r f(Arcs/ND J a/ P at/it-a 1-a Street Address of Property: AID b � wit h'1(' �J Town and Zip code: ;ct fn ore�- Co &0Co 9 Subdivision: Z-o5 305rni`'.�5 Par b Lot No: 7 Block No: Section:,7 'S Township: 3 North, Range: (neY West of the 6th P.M. County: Applicant understands that if this application is not accepted by the District,or in the event the applicant decides to withdraw this application for water service prior to installation,the tap fee will be refimdod to applicant,with the mcception of any actual expenses which may be incurred by the District in processing this application. Meter Size lip Fee 5/8" e25 700 I" 1.5" 2" Notes: Tap sizes larger than 2"will be charged a fee as set by the Board of Directors. TAP FEE IMPACT FEE SPRINKLER TAP FEE Applicant understands that property must be included in the District boundaries for service and written legal description of the property served prior to tap installation,if so requested. agrees to fihrhhish a complete If application for service is accepted,applicant understands that the water service is subject to the rules and regulations of the District,as currently established,or as may be modified in the future by the Board of Directors. A copy of the rules and regulations for the District is available for the applicant,if desired. Applicant certifies that final lot grade will be established prior to installation. The District will not be liable for the expense of a meter relocation if required after installation due to a change in lot trade. = �� -" %—anIt° 6T Cr ( �r FOR k/��rGt� o sndZC "c) �CvS 'Ap Number:DISTRICT OFFICE USE A Axes: ONLY..., 3 3 `7 7 `� (Town and Zi�Codo) I1 Tap Fee Rec'd: {1 (' �!�7 I (Telephone Number) Land Included in District Meter Book: District hereby receipt of S Map Number Node Number: ]n en n Date Tap Installed ff 9 j \j _ T_L ll_J__JL. / .�/.tV f_f- �� / l 0r7 • - ' P Tap No. 756 LITTLE THOMPSON WATER DISTRICT Domestic Water Agreement p I Ur f' This Agreement made this ! day of A C) .D e r ,20 (-9Li by and between Land Owner, Hereinafter referred to as User,and LITTLE THOMPSON WATER DISTRICT, a statutory water district, herinafter referred to as the District, is upon the following terms and conditions,for the property and water tap shown below: Lp Legal Owner of Property: Zee/ tortn e r,;h, 1-p�- or a_ ray( LL( Street Address of Property: /TD(D (in tvt/Jejo+ 4 rc Ito Town and Zip Code: 1C On f"he 7, co 8O5(X/ LTWD Tap No: Purpose of Domestic Water Service: Residential Single Family; Multi-family;Commercial;or Other(describe) WHEREAS the District is the owner of facilities for the purpose of furnishing Domestic Water to users within said District and WHEREAS the user is desirous of obtaining domestic water for his property, NOW THEREFORE, the parties hereto agree to the following: 1. This agreement shall be the binding contract between the User and the District. • 2. User hereby agrees to pay to the District such sum as may be prescribed from time to time by the Board of Directors as the water rate or charge for such water service.Payments shall start when the District installs the tap and water is available for delivery.A minimum payment,as prescribed from time to time by the Board of Directors of the District, shall be due and payable regardless of water use. 3. Until paid,all rates,tolls,or charges shall constitute a perpetual lien on and against the property served,and any such lien may be foreclosed in the same manner as provided by the laws of the State of Colorado for the foreclosure of merchanir's lien. The District shall shut off or discontinue service for account delinquencies or other violations of the District's Rules and Regulations. 4. No water service may be obtained except upon property included within the boundaries of the District User agrees to include the property served within the District,if this has not been previously accomplished.Use further agrees that he will not permit other persons to use water furnished to him under this agreement. 5. District agrees to furnish water to User PROVIDED,that the District shall not be liable for loss to User for failure todeliver water because of war,riot,insurrection, breaks in the water system or Acts of God.The District shall endeavor to repair all breaks promptly on District lines. 6. User agrees to abide by such other rules and regulations of the District regarding the use of water as may be established from time to time by the Board of Directors. ,f� 7. The user's name and billing address for all statements and notices is: ( �4/tQ I .�J, (.I 1 n Q_ L'-1... Lib 75 On Pie SF C_ r LbleA.Oln Grit C. 81).50 Phone: 1 / — d Jr1 — ((,D /`i IN WITNESS WHEREOF the parties have subscribed their names the day and year first above written. LITTLE E THOMPSON WATER D CT v Fla .6w21:3) LT WD Form 120 Ple Int or type in the unshaded areas oriy Form A t �^ Ill—in areas are spaced for elite type,i.e., 12charrarnchl. pp o OMB No.2040-0086. ` F M ` ` V.S. .MV IROMMENTAL PROTECTION AGENCY I.EPA ID.NUMBER L' GENERAL INFORMATION , /4 C It.EPAConsolidated Permits Program F 0 GENERAL (Read the"General Instructions" before starting.) , 3 ;I. , S LAB L ITEMS `\ ` ` ' GENERAL INSTRUCTIONS i. EPA I.D. NUM6EF? \ \�\ \ ` if a preprinted label has been provided, affix �\ \ \, \ \ ''',\\•\ \ \ \ it in the designated space. Reyiew the inform- \ \\ B 8 lb ation carefully: if any of it is incorrect, cross `111. FACILITY NAME \ \ \\ � \ � .` �, \ � \, \ through it and enter the correct data in the \ \` \ \ �\ \ \ \ appropriate fill—in area below. Also, if any of \\ y \ the preprinted data is absent (the area to the FACILITY \\ \ left of the label space lists the information T*. t ING ADDRESS \ \. \'PLEASE PLACE LABEL 1N THIS SPACE that should appear), lease\ � p provide it in the ti proper fill-in areas) below. If the label is \\\\\\ \\:\jh \ \� complete and correct, you need not complete \ \ \ \ Items I, ill, V, end VI (except VI-8 which vi. FACTf-iTY \\' \ \ must be completed regardless). Complete all LOCATION items if no label has been provided. Refer to the instructions for detailed item descrip- lions and for -the legal authorizations under which this data is collected. II.POLLUTANT CHARACTERISTICS INSTRUCTIONS: Complete A through i to determine whether you need to submit any permit application forms to the EPA.If you answer"yes"to any questions, you must submit this form and the supplemental form hated in the parenthesis following the question.Mark"X"in the box in the third column if the supplemental form is attached. If you answer"no"to each question,you need not submit any of these forms.You may answer"no"if your activity • is excluded from permit requirements;see Section C of the instructions,See also,Section 0 of the instructions for definitions of bold-faced terms. MARjt.'X' SPECIFIC QUESTIONS MARK 'R. yw� „o sever. SPECIFIC QUESTIONS vw, Mo •parrs ATTACMep ATiAG"<O A. Is this facility a publicly owned treatment works B. Does or will this facility(either existing or proposed) which results in a discharge to waters of the U.S.? X include a Coispntreted animal feeding operation.or X (FORM 2A) aquatic animal production facility which result, in a ,. `r, It discharge to waters of the U.S.?(FORM 28) C. Is this a facility which currently rewits in alas II le )1 i to waters of the U.S. other than those described b• is this a proposed facility (other than those described X in A or 8 above) which will result in A or B above?(FORM 2C) a dlydlarpe to , X Is a It water*of the U,S.t(FORM 201 :1 .. :, E. Does or will this facility treat, store, or dispose o{ F. Do you or wrft you infect at this facility industrial or hazardous wastes?(FORM 3) x municipal effluent below the lowermost stratum con- taining, within one quarter mile of the :waif bore, it z1 se underground sources of drinking water?(FORM 4!' a. ,, 11 G. Do you or will you inject at this facility any produced water or other fluids which are brought to the surface H. Do you or Wilt you inject at this facility'fluitis for'ape. in connection with conventional oiler natural gas pro- ,, cral pro suc h ch as ruining of sulfur by the Frasch duction, inject fluids used for enhanced recovery of. ✓� pro ssi'solution.Mining o{ minerals,;n situ cotinbus. oil or natural gas, or inject fluids for storage of liquid tt10n'fff'fowl fuel.Or tq¢pyety of geotheftrial energy? hydrocarbons?(FORM 4) -..,1 ,i. „. 1. (FORM;3kr .-I. Is this facility a proposed stationary source which Is J. is this facility o proposed Stationery source which ss. one of the 28 industrial categories listed in the in- NOT on.of the=28 Industrial categories l .structions and which will potentially emit 10O trtrtll snit On5 end►hich will potentially ` per year of any air'pollutant regulated under the X ft0nde tea .- Clean Air Act and may affect or be located Its an: AI per of i1n tlrr pd tttant regulated urltlst`ths L'f ri ; 4.Air 1aa tits ti_be located fit' ettainmeM area?.4FOR M•%• .. . ''-44;.;-%*.'":::, ,*iv,: . 1 y' •�`�:.- 'tt. III. NAME OF FACILITY c � 'x SNIP i, it-r. le �. .r - - ' IV.FACILITY CONTACT A.NAME a TITLE Mut,firsts e•tido - • • - li.PHONE lareacode.-d hip}'4.' ,", «?c I TIT IT I I I 1 1 I I I I I I I I I I I I I I I`. I---I' .I. T I t I I I I - 1 2 V.FACILITY MAILING ADDRESS A.STREET OR P.O. BOX- -- .ii,,: t 1 I I I I r I I 1 I ► , I I I I 1 I 1 I 1 I I I 1 t _ .1 D.CITY OR TOWN C:STATE O. ZIP CODE c T I I I 1 I I I r I 1 , I I I I I t . I I h r t I ' I I r 1 I ' 4 I*-14 iP 4I:K eT' %, VI. FACILITY LOCATION A.STREET, ROUTE NO.OR OTHER SPECIFIC IDENTIFIER ccII I I I I I I I 1 I I r T I I I I I I r r r I I I i I I i no,. . - - B.COUNTY NAME r I 1 I I I I I I I I I I 1 I I 1 1 1 .i I I i .a.. - ,. '�' -4.1 T ,. . _ .. C.CITY OR TOWN - ;Ip STA'tc C. ZIP CODE F.COUNTY CODE 'r� -,` . - r 1 r r i t a r I r 1 1 i s- r 1 I I I 7f ttJ141on - f (i _a_ I 1 I SZ- -•S. j\ EPA Form 3510-1 (8-90) CONTINUE ON REVERSE r �.. Zeek Partnership, LLLP P.O. Box 10 Mead, CO 80542-0599 970-535-6074 February 2, 2005 Environmental Protection Services Division Weld County Health Department 1517 16th Ave. Greeley, CO 80631 Re: Lot 7, Block 1-4068 Camelot Cr. Dear Sir: Following is a list of wastes which will be generated at the above mentioned site: Solid Waste (trash) - Western Disposal 5880 Butte Mill Road P.O. Box 9100 Boulder, CO 80301 303 144 2037 Oil &Grease— Mesa Oil Inc. 7239 Bradbury Blvd. Westminster, CO 80038 303-426-4777 Sewer Waste— Bob's Sanitation Service P.O. Box 313 Mead CO 80542 970-535-4455 Domestic Waste— To be handled by an approved septic system Note: Bob's Sanitation Service disposes of waste at McDonalds Farms 7247 E. County Line Road Longmont CO 80501 303-772-4577 Sincerely, dia0E-rna,oJ Ken Williamson General Partner Zeek Partnership, LLLP P.O. Box 10 Mead, CO 80542-0599 970-535-6074 February 4, 2005 Weld County Dept. of Planning Services 918 10th Street Greeley, CO 80631 Attn: Ms. Monica Daniels-Mika Re: Lot 7, Block 1, 4068 Camelot Circle Dear Ms. Daniels-Mika: The chemicals stored at the referenced building will be as follows: Grease 5 gal. drum 15W40 Oil 55 gal. drum Hydraulic fluid 55 gal. drum Anti Freeze 5-10 gallons SSIH Asphalt Tar (2) - 55 gal. drums Water based Mesa Oil Inc. will be handling all waste removal and disposal. If you have any questions,please contact this office. Sincerely, aa-iciAl -aAnda enneth A. Williamson General Partner Zeek Partnership, LLLP P.O. Box 10 Mead, CO 80542-0599 970-535-6074 February 4, 2005 Weld County Dept. of Planning Services 918 10th Street Greeley, CO 80631 Attn: Ms. Monica Daniels-Mika Re: Lot 7, Block 1, 4068 Camelot Circle Dear Ms. Daniels-Mika: The waste products stored on the above referenced property are as follows: Waste Oils 200-500 gallons annually Waste Anti Freeze 100 gallons annually Mesa Oil Inc. will be handling all waste removal and disposal. If you have any questions,please contact this office. Sincerely, SileittdS441-GA) Kenneth A. Williamson General Partner .41 For Agency Use Only GENERAL PERMIT APPLICATION COR-03 STORMWATER DISCHARGES Date Received ASSOCIATED WITH: Year Month Day CONSTRUCTION ACTIVITY (Pea niti)lo.COR-030000) romp: 9A 9B 9C(1) 9D(2) 9E(3) 9F(4) Please print or type. All items must be completed accurately and in their entirety or the application will be deemed incomplete and processing of the permit will not begin until all information is received. Please refer to the instructions for information about the required items. An original signature of the applicant is required. I. Name and address of the permit applicant: / Company Name Rk•co- Pa.V. � LLC / Zcck iPAAv�¢vS1/4Ite Mad C///nngAddress 45gg Co-w\e-\Dk \YCIe_ ,City,State and Zip Code L e,v. vw e C Q S 0 S d 4— phone Number(510 ) 53S — (p014- Who is applying o,z•, Developer Contractor Federal Taxpayer(or Employer)ID#:% - Z 7 3 gj Z 7 entity Type: • "state Federal State County City Other: Local Contact(familiar with facility) K e_`^ IS-\.\\\o w.s o V1/4- Title O1.3 vs.2 Phone Number (9)b ) S 3S - Cool Q— - 2. A.ocation of the construction site: Street Address 40(o q, C o v.n 2\04- C W-c\¢- City,State and Zip Code L. o 9 m o vin- % C o p n S D o- (County Lj1 e.\a Name of plan or development L s B k. A yw¢.na Qa 1-7.S Latitude andLongiude NI• tw° IZ . 91t Iii. 104° 58.24 e4'no-cln¢rZu-Stv\eSs Park POD 3. Briefly describe the nature of the construction activity: Sake a ro-aN,vAy ) koLA \t-,.q Cov.S leU.<A t ov. I St ct LA.\--.\.kte.5 �e 42 .&SV%O . ?0tr-4 ) poor a� a. Se. sc0.P tu.y -541 S1 sit"sr, . 2/02/const -1- 4. Anticipated construction schedule(SEE INSTRUCTIONS!): Commencement date: Fe 10 (nA ,. 1 15(2-po 5 Completion date: De c t wJo e.- 1 S 120 0S 5, Area of the construction site: Total area of project site(acres) G. Iii AC— Area of project site to undergo disturbance(acres) fa. ( 11 Pt c. . (\N eA., d e S SOt k SA-ett2r t l t> If project site is part of a Larger Common Plan of Development or Sale,total area of common plan to undergo disturbance (see Instructions) IQ (A 6. The name of the receiving stream(s). (If discharge is to a ditch or storm sewer,also include the name of the ultimate receiving water): UhO.�tO Y\C.v�Sr O.....41 -k--b Sk, Vv-A..-. al vev-t 1-Le. v`\Invrnwke_ \fe.Ct%U (v., La°Atm . 7, Stormwater Management Plan Certification: "I certify under penalty of law that a complete Stormwater Management Plan,as described in Appendix A of this application,has been prepared for my facility. Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the Stormwater Management Plan is,to the best of my knowledge and belief,true,accurate,and complete. I am aware that there are significant penalties for falsely certifying the completion of said SWMP,including the possibility of fine and imprisonment for knowing violations." -Zeck Pa uersA;p) E. i_La - _ n ��. ><�� d— 7 —DS Si lure of Applicant Date Signed -We ithJe+h A-. v1Jr' Ili Am so I) 6' �� (,, , Name(printed) Title 8. Signature of Applicant(legally responsible person) "I certify under penalty of law that I have personally examined and am familiar with the information submitted in this application and all attachments and that,based on my inquiry of those individuals immediately responsible for obtaining the information,I believe that the information is true,accurate and complete. I am aware that there are significant penalties for submitting inform/ation, offt� luding the possibility eor imprisonment"_7447. p _azilteLite1/2:— S- turn of Applicant /) Date Signed rfC�e AlAIeY !1 A . Kit 1/1 tgsoAI Name(printed) Title 2/02/conrt _Z_ --,... 1ot.% 3. N. NOO'53'36-E COUNTY ROAD 32 7.97' —• • N89'04'10°F 1184.59' ./ -Tnrnr -— —:,.v• - ® ..��. — .sue / �/ BLOCK 1 `�$ / 7 t LOT 3 LOT 4 5.242 acres ; LOT 6 8.588 acne I 5.429 acre �71A 5.423 acres e I$ I' / PROJECT i �,1• ,///� AREA we=al' - — - _ __ __— .� a °°' I LOT 4 1.3( Rcwl►are PI LOT 3 2 4.470 acneI LOT 5 \ o Z 4.922 acres \� z 2 L• 8 ` o I 4.313 acre \ to I I LOT 9 C 3.402 acre NJ IS LOT 8 3.125 acre I —--KN16NFS— _WAS_ LOT 6 4.873 acres it '3.846 302 3.a 1L I I II If. -s \ I LOT 9 DATR: 2/1/05 EXHIBIT A JL Walter Consulting : 1"=300' 114 E. DRILL ENVELOPE Loveland, CO 80537 FAX (970) 203-1147 3RA (970) 613-2037 DRAWN: OWfa Peving\Site Plan Review\Ewg\PIATAw9,2/1/2005 9:49 24 AM,Shd , Fr Diet.3,05]e,o.w,1.1 i+eviA ck• ThvNs •$ • S John G. Canny Attorney at Law 3560 Evergreen Parkway,Suite 204 Evergreen,Colorado 80439 Phone(303)670-6310 FAX(303)670-3804 January 26, 2005 VIA FAX: (970) 304-6498 Ms. Monica Daniels-Mika, Director Weld County Department of Planning Services 918 10th Street Greeley, CO 80631 Re: Zeek Partnership,LLLP/Alfa Paving,LLLP 4068 Camelot Circle Longmont, Colorado Building Permit Application,Lot 7,Block 1, Amended Plat of Radamacher Business Park Dear Ms. Daniels-Mika: The purpose of this letter is twofold: (1)The Town of Mead's response to the referral and (2)the Road Impact Fee. In response to the comment by the Town of Mead requesting that my client,Zeek Partnership, LLLP, be required to annex this lot to the town,my client's reaction is that to our understanding the town and the county no longer have a viable intergovernmental agreement. Therefore the town has no jurisdiction to require annexation. Apart from this issue of legal standing,my client would probably not be objecting to needs request regarding annexation. The problem is that Mead is not able to do the things which an IGA would provide for. Mead does not have the ability to provide for urban services, even the most basic service—sewer service— and it does not even project that it would have that ability for approximately ten years. We also do not think that the town's request is well taken because we don't see any ability in the town to annex either by flag pole or otherwise because there is simply too much land in between this property and the town to meet the requirements of contiguity. Therefore,we request that your office reject the town's request. Ms. Monica Daniels-Mika,Director - 2 - January 26, 2005 I have received Keith Meyer's letter dated January 17, 2005, on which you were copied. My client accepts Mr. Meyer's explanation and concedes that it is not entitled to a credit against the Impact Fee for the amount already paid for offsite mad improvements. However, it is my understanding that there are still two avenues open to us. One would be an Independent Fee Calculation Study. I understand from your earlier letter that we would need to pay$500.00 for the form to get that started. My client will be sending you a check in that amount. Secondly,the type of traffic generating development for which a building permit is being requested is not specified on the fee schedule and would ask for a determination of the fee as allowed in Section 20-1-220 and 230. My client's intended use of this property is not for auto service/repairs/tire store. This will be a paving construction storage lot for the storage of construction equipment and offices for the paving company. The number of trips each day would include a grand total of six employees, which we think is more comparable to the amount of traffic generated by a mini-warehouse. By the way,with respect to the office part of the Road Impact Fee Schedule, it would appear that the ordinance probably erroneously transposed the fees for office classifications. It seems obviously incorrect to charge more for 0 to 99,999 square feet than for 100,000 square feet and above. In any event, however,my client is prepared to go ahead and pay the $32,025.00 fee in order to avoid further delay on the issuance of a building permit. If you re-determine the fee as allowed by Section 20-1-220 B.(l)and that class is acceptable to my client,the Independent Fee Calculation Study could be dispensed with. We would,however,reserve the right to a refund of a portion of the fee dependent upon the outcome of the Independent Fee Calculation Study and/or on the re-determination of the fee as provided in Section 20-1-220. So, please understand,when the building permit is ready to be issued,the $32,025.00 fee will be paid. Thank you in advance for your cooperation. Should you have any issues with this letter, please don't hesitate to contact me. Very truly yours, John G. Canny JGC:sk cc: Zeek Partnership, LLLP VIA FAX: (970) 535-6078 Zeek Partnership, LLLP P.O. Box 10 Mead, CO 80542-0599 970-535-6074 February 2,2005 Weld County Dept. of Planning Services 918 10th Street Greeley, CO 80631 Attn: Ms. Monica Daniels-Mika Re: Lot 7,Block 1,4068 Camelot Circle Dear Ms. Daniels-Mika: In response to the request by the Town of Mead that the above referenced lot be an- nexed to the town,the town cannot supply even basic needs to the property. Therefore, we have no intention or desire to be annexed into Mead and prefer to be in Weld County. If you have any questions, please contact this office. Sincerely, Kenneth A. Williamson General Partner .11 February 4, 2005 Weld County Dept. of Planning Services 918 10th Street Greeley, CO 80631 Attn: Ms. Monica Daniels-Mika Re: Lot 7, Block 1, 4068 Camelot Circle Dear Ms. Daniels-Mika: In response to the request by the Town of Mead that the above referenced lot be annexed to the town, the town cannot supply even basic needs to the property. Therefore, we have no intention or desire to be annexed into Mead and prefer to be in Weld County. If you have any questions, please contact this office. Sincerely, 4 a iftc., .) enneth A. Williamson Managing Member Tel: 970-535-6074 Fax: 970-535-6078 4075 Camelot Circle Longmont, CO 80504 Mailing Address: P.O. Box 10 Mead, CO 80542 FINAL DRAINAGE REPORT AND PLAN FOR Camelot R. V. Storage Facility Lot 7 of Block 1 of the Amended Plat of Rademacher Business Park Final P.U.D. Prepared For: Mr. J. L. Walter J. L. Walter Consulting 114 East 5th Street Loveland, CO 80537 November 15, 2004 } Project No. 129 Prepared By: Mr. J. Tom Knostman P.E. 843 Marble Drive Fort Collins, CO 80526 Mr. J. Tom Knostman 843 Marble Drive Fort Collins, CO 80526 970/229-0438 e-mail: Tknostman@msn.com November 15, 2004 Project Planner Department of Planning Services ' Weld County Administrative Offices 1400 North 17th Avenue Greeley, CO 80631 RE: Revised Final Drainage Report for Lot 7 of Block 1 of the Amended Plat of Rademacher Business Park Final P.U.D. - Alfa Paving Facility Dear Project Planner: I am pleased to submit this revised Final Drainage Report for the above reference project. I have designed the project to be in conformance with the requirements laid out in the Master Drainage Plan and Report for Rademacher Business Park P.U.D. as prepared by Landmark Engineering ltd. in 1996 and to the constraints of the existing site as they exist today. Should you have any comments please feel free to contact me at 970/229- 0438 or Mr. J.L. Walter at 970/613-2037. Sincerely, Jam T. Knostman P.E. CC: J.L. Walter, J.L. Walter Consulting CERTIFICATION I hereby certify that this Master Drainage Plan and Report for the Alfa Paving facility, Lot 7 of Block 1 of the Amended Plat of Rademacher Business Park Final P.U.D was prepared by me in accordance with the provisions of the Weld County Drainage Criteria for the Owners thereof. = James T. Knostman, P.E. Colorado P. E. 30261 TABLE OF CONTENT 1. PROJECT LOCATION AND DESCRIPTION 1 w 1.1. EXISTING CONDITIONS 1 1.2. PROPOSED CONDITION 1 2. BASIS FOR DESIGN 2 2.1. MASTER DRAINAGE PLAN AND REPORT FOR RADEMACHER BUSINESS PARK P.U.D 2 2.1.1. Basin Delineation 2 2.1.2. Allowable Release Rate 2 2.2. SITE CONSTRAINTS 3 2.3. DRAINAGE CRITERIA 3 3. STORM DRAINAGE DESIGN 3 3.1. MODIFIED FAA/RATIONAL METHOD RUNOFF CALCULATIONS 3 3.2. REQUIRED DETENTION VOLUME 4 3.3. AVAILABLE DETENTION POND VOLUME 4 3.4. ORIFICE PLATE SIZING 4 3.5. DOWN STREAM CHANNEL DESIGN 5 4. EROSION AND SEDIMENT CONTROL 5 4.1. EROSION PREVENTION 5 Appendix A Drainage Calculations Appendix B Excerpt from the Master Drainage Plan and Report for Rademacher Business Park P.U.D. Rademacher Business Park Final P.U.D i May 15, 2001 Lot 7 of Block 1 1. Project Location and Description Alfa Paving is a 5.177-acre site located on Lot 7 of Block 1 of the Amended Plat of the Rademacher Business Park Final P.U.D. which is located in the Northwest Quarter of Section 23 Township 3 North, Range 68 West of the 6"' Principal Meridian, Weld County, Colorado. Lot 7 of Block 1 is situated adjacent to Weld County Road (WCR) 9.5 to the east, Camelot Circle to the west, the Baugh Lateral Ditch to the south and Lot 6 to the north. A vicinity map is included on the following page for reference. 1.1. Existing Conditions The current conditions of the lot consist of vacant land with light grass and weed cover. The land surface generally drains away from the Baugh Lateral Ditch and to the north and east into a barrow ditch along the south margin of Weld County Road 9.5. The estimated average land surface is 1 to 2 percent. The Soils at the surface consist of a clayey loam material with a moderate erosivity for both wind and water. Drainage from the west WCR 9.5 barrow ditch drains the properties to the west of the road through an existing 15-inch corrugated metal pipe (CMP) culvert (located north of Lot 6) under Weld County Road 32 as shown on the attached Drainage Exhibit in Appendix B. Weld Count Road 32 is a two-lane road with no curbs that generally rises to a crest curve at approximately the boundary between Lots 3 and 4 of Block 1 of the Rademacher Business Park. The barrow ditch on the west side of WCR 9.5 flows north from the Baugh Ditch crossing and then turns west at WCR 32 to the 15 inch CMP culvert at the low point. The barrow ditches are overgrown and poorly maintained. Storm Drainage reaching the north side of Road 32 drains into a farm swale and pond that eventually release to the east. Camelot Circle, forming the west boundary of the lot is built on a fill embankment of 2 to 3 feet of native material to this area. The road consists of a two-lane road with parking. Camelot Circle has curb and gutter on both sides. Storm drainage from Camelot Circle is collected in two type 'R' inlets at the sag curve sump approximately located at the property line between Lots 3 and 4 of Block 1 as shown on the Landmark Drainage Exhibit attached to the back of this report. These inlets drain directly into the Detention Pond for the Camelot R. V. Storage Facility. 1.2. Proposed Condition Alfa Paving, L.L.C. is proposing to develop Lot 7 of Block 1 into a storage and maintenance facility for their operation. Within the development, approximately 3.88-acres of impervious area will be developed including an asphalt parking / storage yard and 16,000 square foot building. A single entrance will be developed from Camelot Circle to Lot 7. Drainage from the area of Camelot Circle adjacent to Lot 7 and upstream of the entrance will be collected and conveyed through the site to a new detention pond along the north property line. Following sections will describe the basin in detail. LanceLot 7 1 November 15,2004 Lot 7 of Block 1, Rademacher Business Park Final P.U.D 2. Basis for Design - - The basis for the storm runoff design was taken from the Master Drainage Plan and Report for Rademacher Business Park P.U.D. (MDP) prepared by Landmark Engineering Ltd. For Zeek Properties dated October 1996 and the Weld County Drainage Criteria. 2.1. Master Drainage Plan and Report for Rademacher Business Park P.U.D 2.1.1. Basin Delineation The MDP for the Rademacher Business Park P.U.D broke the entire 143- acre site into two sub-basin areas. Basin 1 consisted of those areas south of, and tributary to, the Baugh Lateral Ditch. Basin 2 consisted of the areas north of, and draining away from, the Baugh Lateral Ditch to culverts under Weld County Road 32 and ultimately a regional drainage swale a short distance to the north. Lots 1 through 7 of Block 1 are located in Basin 2. Lots 1 through 3 drain to the westerly 15-inch CMP culvert located at the northeast corner of Lot 2. Lots 4 through 7 Drain to the easterly 15-inch CMP located at the middle of the north lot line of Lot 6. It should be noted that both these culverts were mistakenly called out and modeled for the master plan as a 12-inch CMP in the report. For this development: • Basin A will consist of the area draining to Pond A as shown on the attached Drainage Plan (Sheet 1). This area will consist of 5.21 acres including the half road area of Camelot Circle from the Baugh Ditch to the proposed entrance to the site. Lot 7 will be responsible to detain the portion of Camelot Circle, which can be captured. 2.1.2. Allowable Release Rate Landmark Engineering set the maximum release for the Lots in Basin 2 north of the Baugh Lateral equal to the 2-Year historic release rate for this area. The release rate was determined by estimating the maximum release through assumed 12-inch culverts under Weld County Road 32 draining this area. Field verification of the size of these culverts indicates that the culverts are actually 15-inch CMP; therefore the Landmark release rate is conservative. The estimated maximum flow from a 12- inch CMP culvert was estimated at 4.5 cubic feet per second (cfs). The total area of each basin tributary to the 12-inch culvert was then divided into this flow rate to obtain an allowable discharge per acre. Excerpt from the Landmark Report are included in Appendix B to this report. Based on the above calculations, Landmark Engineering set the Allowable Release Rates for: LanceLot 7 2 November 15,2004 Lot 7 of Block 1, Rademacher Business Park Final P.U.D • Lots 1, 2 and 3 equal to 0.283 cfs/acre using an area of 15.9 acres. • Lots 4 through 7 equal to 0.206 cfs/ acre using an area of 21.9 acres. The above release rate for lots 4 through 7 was used to estimate the allowable release for this proposed development. 2.2. Site Constraints Physically, the development of the site is governed by the presents of a 24- inch East Weld County Water pipeline. The water main is east of Lot 7 in the west barrow ditch of WCR 9.5. The project proposes to locate the Pond A outfall over this line. A 12-inch diameter ductile iron pipe is called for to allow for shallow cover across the top of the exiting water line and to get into the barrow ditch. 2.3. Drainage Criteria This drainage evaluation follows the criteria laid out in the Master Drainage Report, which is based on Weld County Drainage Criteria. 3. Storm Drainage Design The general concept for the drainage design for Lot 7 of Block 1 consist of creating a detention Pond A within the property boundaries as shown on the attached Drainage Exhibit to allow for detention of storm flows up to the 100-year event and release at the allow rates as detailed above. Detention of the storm flows will be achieved by constricting the outlet pipe to a maximum discharge under the maximum head. A minimum of one-foot freeboard depth from the 100-year detention pond surface to the top of the berm should be created with the grading of the pond. The pond should be constructed with an emergency spillway with a hardened concrete cutoff weir section 32 feet wide, 8 inches thick and 3 feet deep into the berms. The down stream face of the emergency spillway should be protected with angular riprap as shown on the detail attached on Sheet 2 to this report. 3.1. Modified FAA/Rational Method Runoff Calculations The rational method was used to estimate the runoff to the proposed detention ponds. The rainfall intensity for the 100-year event was estimated at 9-inches per hour. The composite 'C' values for the tributary areas to Ponds A were estimated from areas taken from the proposed plans for the parking, building and detention areas. The values used in the estimates of peak flow and detention are summarized in Table 1 below and are detailed in the calculations in the Appendix A to this report. LanceLot 7 3 November 15,2004 Lot 7 of Block 1, Rademacher Business Park Final P.U.D Table 1 Rational Method Runoff Parameters Basin I. D. Runoff'C' Intensity 'I' Area 'A' Allowable (in/Hr) (Acres) Discharge (cfs/ac) A 0.77 9.0 5.21 0.206 a-. 3.2. Required Detention Volume The values shown in Table 1 above were used in a Denver Urban Drainage and Flood Control District, FAA Detention Volume spreadsheet to track the mass balance of the stormwater runoff into and from detention Ponds A. A print out of the spreadsheet and graph of the mass balance is provided in the Appendix A. Based on this analysis, the required detention volume in Pond A is: • Pond A: 48,552 Cubic Feet or approximately 1.12 Acre-feet 3.3. Available Detention Pond Volume The proposed detention pond grading plan was evaluated for volume and found to provide sufficient storage volume for the 100-year storm event at the allowed release rate. The maximum 100-year stage of the pond is estimated to be 4942.27. j The top berm elevation should be a minimum of one foot higher than the maximum 100-year water surface. The crest of the emergency spillway will _ be set at 4943.0 and the crest of the berm at 4944.0. A concrete weir section and rip rap rundown as detailed on Sheet 2 should be included at the outran of the emergency spillway. 3.4. Orifice Plate Sizing Standard orifice equations for a sharp plate were used to calculate the necessary opening size at the primary spillway for the Pond A. The calculation was based on the allowable release rates and the maximum 100- -- year water surface detailed above and solved for the allowable orifice area shown below. The actual calculations are included in the Appendix A. • Pond A: Rectangular opening 3.5-inches wide and 5-inches high providing 17.5-square inches at a maximum head of 3.27 feet allows a maximum discharge of approximately 1.06 cfs. LanceLot 7 4 November 15, 2004 Lot 7 of Block 1, Rademacher Business Park Final P.U.D 3.5. Down Stream Channel Design The primary spillway from Pond A connects to the west barrow ditch along Weld County Road 9.5. The ditch is estimated to have sufficient capacity to convey 1.06 cfs to the existing westem15-inch CMP under the road. Thus no modifications to the down stream channel are necessary. A rip rap pad should be provided at the barrow ditch outfail as detailed on the Sheet 1. 4. Erosion and Sediment Control The Soils at the surface consist of a clayey loam material with a moderate erosivity for both wind and water. The vegetative cover is fair allowing significant soil exposure to erosive forces. During the construction phase the following measures should be implemented to prevent unnecessary loss of soil from the site. 4.1. Erosion Prevention Prior to grading work the silt fencing, parking coral and vehicle tracking pad as shown on Sheet 1 should be constructed. A schedule for erosion control installation is shown on Sheet 1. The gravel-tracking pad should be located at the entry to and from the property during construction. The berms and swales for Ponds A should be constructed without their primary (12-inch ductile iron pipe) spillways to act as a retention pond for the site prior to overlot grading. The emergency spillways should be constructed as a safety measure. In the event that,the pond becomes full with runoff or sediment, pumps should be used to slowly discharge water taken from the top surface of the pond. This will allow for settling of eroded soils in the ponds. The ponds should act as retention ponds until the parking areas are fully paved at which time the primary spillway structures should be constructad e The contractoredas det should ile makeabov e. very effort to place the gravel base or a mat of asphalt as soon as possible after overlot grading to prevent rain and wind erosion. LanceLot 7 5 November 15, 2004 Lot 7 of Block 1, Rademacher Business Park Final P.U.D Appendix A I I I I 1 1 I I ) 'IKE 1 ' 1 1 i 1 'I I - 25 FRONTAGE ROAD I� Ili t V ZV • II Oi 7 55 0 gymm/ V K I z\,._ WCR 9. 5 i TM 8600 N.Welby Road,P.O.Box 29039,Denver,CO 80229 (303) 288-6677,Fax(303) 288-4238 1-800-783-7473 Rocky Mountain Region Only Hydro Conduit DATE /// OV /} ' n PAGE / OF PAGES PROJECT ? 4. )7 A- F T 1 r l 1 '• it"Y. I "`^.'1�-- r" ;_ '_ -. :---- -+ - ----+fAii_1 t' i ' i j 1--- i -- i i , i I I i /t 'L1 /yam)/Imo- y] i i I ' ' I i ! �_ ' ' I _I 1 i I 'L 1 I F 1 i 7 I ! i 1 i , -I I 1 .__l_ F E F-- + + i ratia' I -r- t , 1r ; I il • k, ,J � .r 4,- ; I I 1 i ! mil I I i 1 1 i 412g. ILY-- , 1 1 I 1 ' 1 !t. '� d S 1� _it t �r��1_ ,COE 1, 34.z 58 �L I -t 'i--'i- i I I ii,�y '� I I �+1� i y� t � + i 2 � � +r-l_s z ; -�-_I 7 D ( 1� X �1,� , 77,1 _D. 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Vj, ) , (6z(#.--93187) (3 8600 N.Welby 7 Road,P.O.Box 8 29039,Denver,CO 80229 i2123 TIA (303) 288-6677,Fax(303) 288-4238 1-800-783-7473 Rocky Mountain Region Only Hydro / /' Conduit DATE �// / - PAGE 3 OF PAGES PROJECT as f 1 r I I I i i i t I -- a h,y-i.- I -,- -t- ,b_t• _ha ' , ---4- , , 1 I I i' _4 I _i__4_____L______{ ___p /+ ii i E7� i . b i i ; ` �' I r { i r ate 1Z " c, r- - 5 v _� � i I i y' l 4 I ill ; 1 I i . _ _ f -_-• __ - __-+ , j r , = 3� _ i ; + t dt7ENTION VOLUME.S't MODIF rmA METHOD . . {s a+tsotknagprieI uww(tuf!+W�e;tabawRbbaceotaxt5 . (For catchments less than 160 acres only. For larger catchments,use hydrograph routing methods) (Note:for catchments larger than 90 acres,CUHP hydrograph and muting are recommended) l/eemn Information(nom): CatMent Drainage kT.Maanem I. :7..5,rercenl CaMneni Drainage Area A=:: %::122f:ww PradwsoMent N3C5 Soil Group Type=:; ,?'i`.'A 6 C.or o Reim Period for Delenron Control Tv ::10'6 (20,or 5,10,25,5100) • Tin.of Carcshation a/Watershed aters ed Tc=:: :S Mrsaa Movable Unit Release Rata Pm Table A) 1e:_ s,2t%cts/aye On.Var PrMgdton P1 a:: _..9cot m ci.. Design ReMY K Formula la CV Ptl(C2+Tc)*C3 Coefficient One C1ortrtrwmfoovvve =::: 4680 •— Coefficient Too CoelWent Three C3=: 075 Determination of Average Outflow from the Basin(Calculated): Risen Coendenl Cei:i :071 info Peek Wine Cowin=:__::5'5: ?:PIT5bfe Plowable Pak Oumow Rate OP.out ottiti:5;:i _::torow Ratio of OD'ouVTyin Ratio e:.y,:bttiitizt$OS: Table Reconwended 1*41 Flex Release Rata IncWras or tributary catchment vA54n 1AFCO boundaries. FJM19anFY :::: �iT&1 S^.ii 'T.Taaan EIRM.Tanil :r .: ;::I7PCagR1 )1I 0O*t:N.NMt. :.. 0mR:OV4416 MQ0MOOT1FA4tR4111Mk ::..t::3 Ralnfal duration must be inland In ascending erdr. Rainfal Rainfall *4Iaw Mammon! Average pMow Storage Duration intensity Vetne Factor Ougow Vilna Volume nMmla Wonsan. cubic Met cla Mk feat cubic Mat ORM) (ouiw) lcuPu( (PRIM) (PAPA) @uDputt (WPM) .9:90 1010 41,296 100 107 ::532) 1000 640 7505 0..75 ` 5460 :.442 17933::::: i$fi0 535 23,454 aat 59.11 :1752 81.51 ':s, — :20:00 654 33923 003• ::057 ':%:503 .25,114:': 4509 317 26,646 0:90 -:1061 .::203 22,325::r D6{ S 4090 3.50 34,530 065 090 .:<91N5 53145:::: 45.00 302 36123 0,56 .'050 .'1906 74.627 — 5050 0'J6. ,4 51,481 ' 065 ;0 Si :6:65 05544:::_ 55.00 ` 617 x765 035 0.56 :1'ATt M,*S<:: :03.➢0 290 50.420 '54 ::::056 :.::3:957 3F.7S2::55 5500 2.63 10.650 054 :;3046 ::1:2,215 26,.642:: 74:40 268 41605 3 w 0 .:::� 302 . 75:36 351 4z�et 0 :::067 44174;:55 ` '5000 345 .: 43,.533 063 .:5057 2;730 40543•:;�:: 6500 2.35.:::: 41319 003 .::051 ;552690 41,4>D:u:: 90:00 '220 41353 055 _556 :9053 42;012 oSxe 217 45756 '0165 x3.53 ::3.23# 4z.45a - ..10040 200:::: 40430 .83 .�:1000 :541372 43,,656:::::: — 10900 3.02 <: 47,077 062 05 .:.::3533 43515 1:10:00 165 :: 47,6 052 ,:::356 2 116:00 1.60 4A314 :: 052 ;663 ;4,854 '44410 5¶1096 " 553 45,636 452 :::055 '5:4014 44832:::5:% 62300 5.76 45317 082 ;056 :4 t 152 19000 773 89.407 062 105 4 52 - 1 40 165 ::: 50,4 0 652 050 4426 4$'934:,` 14040 864 50603 052 5:::055 :.::1.950 46.2 ::: 149:00 150 5: 41,]$ 092 ::5055 :::4,817 46;55::):: 150.50 15 31.610 u :: 052 ::055 4555 65da "1,53 52,25' 052 n55 76163 45,113 : ':15:90 446 52,479 : 092 :5056 .56289 47.341 ::::: — 16340 119 53085 0.52 '0163 5,45 43,034 170:90 t 42 : 52.501 041 :055 470.51 , 11443 159 538#1 351 ;015 769 . 46,11$ .: :15000 136 64.379 5 0.41 ::050 :55.915 45,336.__:'. 169:00 133 :.r 54,654 051 :5055 6102 46.592;:::; '—' wattmeter Detention Volume(Cubic Feat) Siommatr Detention Volume(Acre Fab ALFA de11o0;i.M,kbdaed FAA 11?1N06,7:56 MA Inflow and Outflow Volumes vs. Rainfall Duration Intersection of Modified and FAA Outflow Plots is at masimum detention volume 60,000 'sitskjitt 50,000 r.Arraterm 40,000 — m m LL u a 30,000 20,000 10,000 0 0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160,00 180.00 200.00 Duration(Minutes) -4,-Inflow Volume -a-Modified OuMov Volume -41-FAA Outflow Volume ALFA deli 00 wk.,Modified FAA 1127004,7 59 Mt Appendix B I r r MASTER DRAINAGE PLAN AND REPORT FOR RADEMACHER BUSINESS PARK P.U.D. • Prepared For: Zeek Properties Date: October, 1996 Project No. ZEEK-6B3C01-304 CONSULTING ENGINEER Landmark Engineering Ltd. 3521 West Eisenhower Boulevard Loveland, Colorado 80537 r r SECTION 1 EXECUTIVE SUMMARY This section explains the purpose of the Drainage Study and presents a summary of the major findings and recommendations. The development of the recommendations is presented in the following sections of the report. Introduction The Rademacher Business Park P.U.D. is a proposed 143 acre business park in Weld County, Colorado. The proposed development is located on the East side of Interstate 25 and is bounded on the North by Weld County Road 32 and on the East by County Road 9 1/2. Access to the site is from the frontage road situated between 1-25 and the project site. This Master Drainage Plan and Report covers the general drainage patterns for the overall site, and it is proposed that a final drainage study be prepared for each lot as a part of the individual development plans. The final drainage study shall address specific site drainage patterns and facilities based on the final grading and development plans, and must be in compliance with requirements of this Master Drainage Plan and Weld County Criteria. The purpose of this Master Drainage Study is to provide general drainage planning for the overall development. This includes identifying and defining conceptual solutions to drainage problems which may occur onsite and offsite as a result of this development, and identifying I^ drainage structures and other drainage features which should be included in the development plans to provide a complete, safe and economical drainage system design. A fundamental objective of this drainage study is to develop a visionary drainage plan that can be understood I^ and adopted and can be implemented and controlled effectively. This Drainage Study evaluates the existing drainage patterns of the site and identifies future drainage patterns for the development based on the project layout, the grading plan, and other existing site constraints. This includes evaluating historical runoff, investigating routing for design storms through the development, determining what improvements and structures are necessary along with required design capacity, and evaluating offsite drainage which may affect or be affected by the development. The policy and guidelines outlined in the Weld County Subdivision Regulations and technical data from the Larimer County Storm Water Management Manual have been utilized for planning drainage facilities. A major storm drainage system and a minor storm drainage system have been planned as shown on the Master Drainage Plan. The major storm drainage system has been designed to convey runoff from a 100-Year storm through the development in a manner which minimizes health and life hazards, damage to structures and interruption to traffic and services. The minor storm drainage system has been designed to convey runoff 1-1 from a 2-Year storm, and/or nuisance flows, through the development with a minimum disruption to the urban environment. Findings, Conclusions and Recommendations The principal findings, conclusions and recommendations which arise out of this Drainage Study are presented below. These findings are supported by the detailed material presented in the body of the report. ■ 1) Offsite Drainage and Existing Drainage Patterns. C Offsite drainage tributary to the project site consists of storm runoff from the K&C Motors property which is located adjacent to the Southwest corner of the site, and runoff from approximately 15 acres situated adjacent to the South boundary of the site. Currently storm runoff from these two offsite areas and from about 96.7 acres of onsite area, drains in a Northeasterly direction following existing surface drainage patterns to the Baugh Lateral Ditch. The Baugh Lateral Ditch meanders across the site from a I- point near the Northwest corner to approximately the midpoint of the East boundary !1 line. Based on calculations presented in the appendix the two year historical release rate for the 96.7 acres of onsite area which drains into the Baugh Lateral Ditch is 23.0 CFS or .238 CFS/AC. As can be seen on the Master Drainage Plan, it is proposed that a swale be constructed along the South boundary line to divert drainage from the area South of the site East to the Roadside Ditch for County Road 9 1/2. This storm runoff could then flow North to the Baugh Lateral Ditch. The storm water release from K&C Motors has been routed through the site to discharge points into the Baugh _ Lateral Ditch. It is proposed that each individual lot be required to detain storm runoff land release it to discharge points at a rate not more than the historical 2 year flow rate. — Currently, there are two (2) storm water discharge points for the site area that is North of the Baugh Lateral Ditch. As can be seen on the Master Drainage Plan, there is a 12" CMP which crosses County Road 32 at a point along the North boundary of Lot 6, — Block 1. The tributary area for this culvert is Lots 4-7, Block 1. It is proposed that as these lots develop, they be required to limit storm water runoff to a pro rated share of the capacity of the 12" CMP. Based on calculations shown in the appendix, this establishes an allowable release rate of 0.2055 CFS/ acre. There is also a 12" CMP which crosses County Road 32 at a point near the Northeast corner of Lot 2, Block 1. The tributary area for this culvert is Lots 1-3, Block 1. It is proposed that as these lots develop, they be required to limit storm water runoff to a prorated share of the capacity of the 12" CMP. Based on calculations shown in the appendix, this establishes an Allowable Release Rate of 0.283 CFS/acre. 1-2 r 2) Baugh Lateral Ditch As can be seen on the Master Drainage Plan, the Baugh Lateral Ditch meanders across the project site from the Northwest corner to approximately the midpoint on the East boundary line. It is proposed that a concrete liner be installed in this ditch and that it be re-aligned to be within an 80 foot wide easement as shown on the subdivision -plat. The ditch has historically intercepted storm runoff from about 97 acres of the project site area and storm runoff from any tributary offsite area. Because this ditch has historically accepted storm ruboff from the project site, and based on conversations with representatives the Ditch Company, it is proposed that onsite detention be required to limit the discharge into the ditch to not more than the historical 2 year peak flow rate for the onsite area. Drainage structures have been planned and designed as shown on the Master Drainage Plan to control the flow and discharge points into the ditch. Based on calculations shown in the appendix, the historical 2 year peak flow rate for the onsite area is 23 CFS or 0.238 CFS/acre. It is proposed that as each individual lot develops, it be required to submit a drainage plan to the Ditch Company and Weld County for approval. This Drainage Plan must detail the detention. �^ requirements based on a storm water release rate of 0.238 CFS/acre for a 100 year storm and the proposed individual site development plans. The allowable Release Rate i for each lot is shown on the Master Drainage Plan. 1 Based on conversations with representatives from the Ditch Company, the new ditch section has been designed to have as a minimum,the same capacity as the existing ditch I section. Based on existing topographic and a typical cross-section,the existing ditch has capacity for about 100 CFS at bank full conditions. The proposed ditch section is Iconcrete lined for a depth of 2 feet. The concrete liner has a bottom width of 4 feet and 1.25 to 1 side slopes. The top 2 1/2 feet of ditch section is grass lined and has been _ designed with 4:1 side slopes. The total capacity of the proposed ditch section is about 123 CFS at bank full conditions. The ditch crossings and culverts have been designed with minimum capacity of 100 CFS. 3) Detention Facilities The allowable release rate for each individual lot has been shown on the Master Drainage Plan. The approximate storm water detention volumes for each lot have also been indicated and are based on a site runoff coefficient of 0.75. The final runoff coefficients may vary depending on final individual site conditions, therefore, the final detention volumes may vary slightly from those indicated on the Master Drainage Plan. The final detention volumes for each site must be determined as a part of final site design for each site. 1-3 4) Onsite Storm Drainage System The onsite storm drainage system consists of roadside swales which drain to discharge points into the Baugh Lateral Ditch and to existing drainage crossings at County Road 32. These swales have been designed with minimum capacity for proposed release rates from the tributary onsite area with an allowance for existing flows from the tributary offsite areas. The required drainage structures, such as swales, street crossings, storm drains and drainage ways should be constructed along with the streets and overlot grading. The developers of individual lots will then be required to route storm water to these design — points by approved methods compatible with the grading and development plan, Weld County drainage criteria and other requirements presented in this report 5) Erosion and Sediment Control Plan The following describes the proposed measures for controlling Onsite erosion and sedimentation onto downstream property, during construction.It is proposed that soil exposure be kept at a minimum during overlot grading and straw bale dikes,silt fences and/or sediment ponds where practical be used to filter storm water prior to discharge into the existing downstream drainage facilities. The final details of the erosion control plan should be included in the final construction plans and in the Final Drainage Report for each individual site development plans. 1-4 MASTER DRAINAGE EXI— ,i i ali; Li; �,$ •tit . 't...7•4,-.., 1' E-i �-rr 1w N.... I \'.1.� MELD COIlaTT'xON4o$ RELEASE4. .F.S. a$stc" _ ' I 1001TM^I 4 MELD COUNT "I ---1‘-`77-1\---N—. ,..--1777:n-____._744. -c-!-'-- sue' _r-cc =y---- -- i — . --�•--et-- — "�r� _ —ter nr� I' I 1/ -41- i 4 //,/ > pit • i III, DETENTION TE-I,2�0.626t AC-FT /! DETENTION VOLUME 0732! AC FT I / / / '�K I 'RELEASERATE�1.225 CFS !I I / II ti�\ \^-,, � �� !/ RELEASE+RATE�1.426 CFS )f / \ \ 'LOT , !� / BLOCK I ''�. t. IHI 4.32>i N. \ ACRE /I \% \ / ,. L_�. ._ 1(e. 17- I \ • // \ LOT r- // (-7"I ) i 01 [SI IS\ /!�` �5:Ok7 ACRE � ,r LOT 4 I r ciTIEN `‘. f•-__� I LOT 3, CAPACITY OF O65TIN0,, \.A / �. / I 93 5,.432_4CRE r F \ \ \�`/// _/ / .5 ACRE __—_--"_ �I r I-• �.` '��\\'• • /� /'•, / T I DETENTION VOLUME=0.957± AC—FT I DETENTION DETENTE RATE 7M,7 C 1 10x3 CULVERT / i M '•W HEADWALL // __ I RELEASE RATE-1.665 CFS I -- __ n � � S // - I — — — y1 oily I' [ ' ' `\ I i k II IYII , i '.\: -.„:%\ \: i\ i N • \ �� —' II ill' I I� /�/ L\---- CAMELOT a__ _ 41 il •\ � rt --- --: ,c ! • _Ir Ii I I I I I I I I I I I I I I I I I I 1 I I I I I I I 1 1 1 1 I I I I I I 1 I DRAINAGE EXHIBIT 1 'I c, I0of a$ RELEASE RATE .4.5 C.F.S.44 fi HELD COUNTY ROAD 32 T fool.YA•r 1 HELD CWNtt ROAD 3R ,,.4-._ . .�.-.-.6.-.-.-. = ---'+'-.- _� -L ..--_-_,r•.�s,,1Trr. -_l-msa-m.�.--.�.-_- _--- ..7/.6, _ 5P 7- �1�111 II 'A - • .,.._f_..___.._--_-_ BLOCK 1 `\ ��, ��,. �_.�� ; - _ I . I , L LOT 4 820T 5�..,, __._._.. I i A432..ACRE -� �.` \ S3 ACRE /� ------ -" DETENTION VOLUME�0814t AC-FT ----- DETENTION VOLUME 0.842f�1{C-FT �.....,, RELEASE-RATE=I.OBQ.CFS ""'-"�// -------•••----... v., i 4C-FT RELEASE RA-M.4117 CFS \ `--- - /--- _..�___..__._._. I I �.._.__.__- ..._-- ._...... .I. �� ..1 _. .I L•;- tv// ..._. 5.659 ACRE ._.-.I I---_-__-_., �'/L- •FT/ �H ll DETENTION VOLUME-0.877t..PC- .......- 1 I- •w-_-__- _ // _RELEASE RATE-1.Y63 CFS nsra.-. 11 — , : - - •-'-- ---� -F „ "/ / 16 PIPE -// --• , *--..-_ rir � �:: ,` . ,...: 1, +, , - ... a II II 1 1 J ��..., •M rc ... ,-M 1 N +. .. , + I� • OE1191nON VOLUME-1.1]43 AC—FT `..,� 1 I I ' 5iDE OF t0Yu7• CUlV1 5 VI 5 b f: I I I, 1 iii I RELEASE RATE-1.766 CFS L J L J 1II j'• all I;1.1 I I L.-d:1I.� j/.._ ^ \ \ \ •_, _..... HL.._...... - ! I j`. _ I F _.'` LOT .,. ` I T\\ < >2\ � -HE- �- 11'""'"._ .4.470 A r• III .9 \.. \15. �. •` ` I t � I f I ". I I �,, •`k..797 L I _ 1 I I DETENTION VOLUME- 'I� 9' .\ -. _ IRELEASE RAnE,1.06- 11+I '. I -+- ~__ _-_ DETENTION VOLUME 0.8883 AC-FT- I I R- -__- w_- ,j 'RELEASE It. a. _ l ` II ,.1 N _ �� I Ill I `�� me. �� 1 DESIGN FLOW I'• I'jl I ,. ��-`�� `'-_' ,.I . 101] Cf S. .. - V 11 .•, Il I : ',11� dal i� -- /,` .1I� I - 4 /7 ' BLOCK,^F 2_ II1 Iir 1 li Iill i LOT12. ... N. 11 Il, „ 1 `SOT 9 VVVV �1 \I Il '�� '-B.Z07 ACRE - II LOT 11 3492 ACRE II I51 ' '\ I b. X11 Ii' - 1j .5.543 ACRE II '• . + DETENTION VOLUME96 CF 3 AC FT I I+ ` I' 1- RELEASE,RATE-1,598 CFS\.- 11 I - DETENTION VOLUME-0 I,, IIJ jll Imo- 'H RELEASE'RATE-0.831 i I7I I 11'. DETENTION VOLUME-0.8473 AC-FT .r' IiI 151 `� II RELEASE RATE-1.319 CFS II. II \, I..I l III ---- ----------- I j fll I L \'L '<, AI 2V CULVERT :,. ruv«r ` }�II�Igg II - �" 'N\ N. 2 YFM RE1IASE� III \ ' • ' ,. ♦ .. � (I RAE-2.1 C.F.S. 7 f '½�\ . � N N. ' IIj4 - LOT 1� 1 DESIGN FL01Y-.,\ 1k f ' F1 \ f `+_ \ N �' RELEASE RATE-0:768 CFS PL1771 2005-1487 Large Map Located in Original File Not Scanned �'- REFERRAL LIST .� APPLICANT: ALFA PAVING, LLC, c/o Connie Williamson CASE#: SPR-382 COUNTY TOWNS and CITIES Attorney Ault Legal _X_Health Department _X Berthoud Extension Service Brighton Zone Dist Emergency Management Office Sheriffs Office Dacono FP _X_Public Works Eaton _Housing Authority Erie Panel# Airport Authority Evans _X_Building Inspection- _X_Firestone Airport Code Compliance- Fort Lupton Assessors Office/Chris Woodruff(Final Plan) Frederick Geo Haz STATE Garden City Division of Water Resources Gilcrest Pin# Geological Survey Greeley Department of Health Grover Department of Transportation Hudson Historical Society Johnstown Water Conservation Board Keenesburg Oil and Gas Conservation Commission Kersey Division of Wildlife: LaSalle South of Hwy 66 (Loveland) Lochbuie North of Hwy 66 (Greeley) _Longmont Division of Minerals/Geology _X_Mead FIRE DISTRICTS Milliken Ault F-1 New Raymer Berthoud F-2 Northglenn Briggsdale F-24 Nunn Brighton F-3 Pierce Eaton F-4 Platteville Fort Lupton F-5 Severance Galeton F-6 Thornton Hudson F-7 Windsor Johnstown F-8 La Salle F-9 COUNTIES _X_Mountain View F-10 Adams Milliken F-11 Boulder Nunn F-12 Larimer Pawnee F-22 Broomfield Platteville F-13 Platte Valley F-14 FEDERAL GOVERNMENT AGENCIES Poudre Valley F-15 US Army Corps of Engineers Raymer F-2 USDA-APHIS Veterinary Service Southeast Weld F-16 Federal Aviation Administration(for structures over 200'or Union Colony within 20,000 feet of a public airport) Western Hills F-20 Federal Communication Commission Wiggins F-18 Windsor/Severance F-17 OTHER PLANNING COMMISSIONER X LITTLE THOMPSON Water District X KERR MCGEE Nov 29 04 10: 09a(it L........) Weld County Referral 111 C. November 23, 2004 COLORADO The Weld County Department of Planning Services has received the following item for review: Applicant Alfa Paving, LLC c/o Connie Case Number SPR-392 Williamson Please Reply By December 22, 2004 Planner Kim Ogle , Project Site Plan Review for an Office and Maintenance Repair Shop for a Paving Company Legal Lot 7, Block 1, Amended Replat of 1-25 Rademacher Business Park PUD; part NW4 Section 23, T3N, R68W of the 6th P.M., Weld County, Colorado. Location West of and adjacent to CR 9.5; east of and adjacent to Camelot Circle. For a more precise location, see legal. Parcel Number 1207 23 202007 The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. �W2r have reviewed the request and find tha .. .s/does not comply with our Comprehensive Plan We have reviewed the request and find no conflicts with our interests, ❑ See attached letter. Comments: LT WO 1+1f S '‘v it rk it <ik/1L'.T Ga 7-c' n-u_, -i-O751-/V flit 4aahvlcete K t'c. Milt yfr'0 Chi/ ,tl v dE s611 w Ct Tr of 5 LO1 Flit Plf< slv c A,vo n't v5 _ j26lJ t✓rwD Signature � -� Z 9_ArQV —Z-691 (a Ih Agency ' 1i * c#V 6/9474 DJ w,.,rcr Date ••Weld County Planning Dept. 9918 10th Street, Greeley,CO.80631 4(970)353-6100 ext.3540 •:(970(304.6498 fax MouNrgr^ MOUNTAIN VIEW FIRE PROTECTION DISTRICT • Administrative Office: 9119 County Line Road• Longmont, CO 80501 e1+ e (303) 772-0710• FAX (303) 651-7702 view November 30, 2004 Mr. Kim Ogle Weld County Planning Department 918 10th Street Greeley,CO 80631 Dear Mr. Ogle: I have reviewed the submitted material and preliminary site plans for the proposed Alfa Paving building to be located at 4068 Camelot Circle (Case Number: SPR-392). The Fire District has the following comments with regard to the project: As the building will be provided with a fire sprinkler system throughout, the required fire flow for the building is 1,875 gallons per minute, measured at a residual pressure of 20 pounds per square inch. Based on previous flow tests. the Fire District recognizes that the required fire flow is available from existing fire hydrants located on Camelot Circle. Fire apparatus access appears to be adequate as shown on the plans submitted. Apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus(75,000 pounds)in all- weather driving capabilities and be free from obstructions which includes locked gates unless otherwise approved. Building construction plans have been submitted to the Fire District but have not been reviewed at this time. A final inspection of the occupancy will be required by a member of the Fire District before a Certificate of Occupancy is issued from Weld County. Should changes be made to the plans additional review and comment will be necessary. Nothing in this review is intended to authorize or approve of any aspect of this project that does not comply with all applicable codes and standards. We appreciate being involved in the planning process. Should you have any questions, please contact me at(303)772-0710. Sincerely, LuAnn Penfold Fire Marshal LMP.'lp cc: project file Ip 11.3=.14 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 50 Bonanza Dr. P.O.Box 40 Longmont,CO Longmont,CO 299 Palmer Ave. 8500 Niwot Road Lafayette,CO Erie,CO 100 So.Forest St. 80501 80504 Mead,CO 80542 Niwot,CO 80544 80026 80516 Dacono,CO 80514 *vomit MOUNTAIN VIEW FIRE PROTECTION DISTRICT Administrative Office: 9119 County Line Road•Longmont,CO 80501 (303)772-0710•FAX(303)651-7702 vies December 3,2004 Mr. Harold Satur 970-353-3137 D& S Steel Building Company 1503 2nd Avenue Greeley,CO 80631 INVOICE No. 835 • 4068 Camelot Circle—Alfa Paving $87.50 Plan Review and Inspection Fee Total Due $87.50 Please make the check,payable to the Mountain View Fire Protection District,to: Mountain View Fire Protection District 9119 County Line Road Longmont,CO 80501 Should you have any questions concerning this invoice,please contact me at(303)772-0710 Sincerely, LuAnn Penfold Fire Marshal LMP/Ip cc: Denise Rademacher,Finance Manager Station 4 Station 5 Station 6 Stebn 7 Stnlbnn Station2 O.Box3 P.O.Box 40 8119Creo t.CBd. 10971 Longmont 13COP.O.Box Ave. P.O.Box 11 10911 Lafayette.coun 50 CO 100 So.Forest a Longmont.CO ton 80504 O M2 d,P Av Niwo.8500 Rawl Road 80048 80516 Daoorn,t0130614 80501 00504 Mead,COW 110592 t41wo1.CO 60544 • opuNTA/4, MOUNTAIN VIEW FIRE PROTECTION DISTRICT e Administrative Office: F lti� f, s 9119 County Line Road•Longmont,CO 80501 e • a~� (303)772-0710•FAX(303)651-7702 e vies December 3,2004 Mr. Harold Satur D &S Steel Building Company 1503 2nd Avenue Greeley,CO 80631 Dear Mr. Satur: I have reviewed the submitted material for the construction of the Alpha Paving office and maintenance facility proposed for construction at 4068 Camelot Circle in Weld County. Plans are approved based on the following comments and stipulations: Fire apparatus access appears to be satisfactory as indicated on the plans. Fire apparatus access roads must be designed and maintained to support the imposed loads of fire apparatus (75,000 pounds), must have a surface that provides all-weather driving capabilities and be free from obstructions which includes locked gates unless otherwise approved. Approved address numbers shall be placed on the building in such a position to be plainly visible and legible from the street fronting the property. Address numbers or letters shall contrast with their background. Address numbers shall be provided on a temporary sign at the time building construction begins. A fire department key box (Knox Box) is required to be installed at a Fire District approved location on the exterior of the building. Suitable boxes are Models 3200 and 4400. Models 3200R and 4400R are available for recessed mounting. An application for the box has been enclosed and should be returned directly to the Knox Company. All exit doors must be openable from the inside without a key, special knowledge or effort. Manual operated edge- or surface-mounted flush bolts and surface bolts are prohibited. When double key dead-bolts are used, they may be used only on the main entrance to the building and the door must be provided with a sign stating"This door is to remain unlocked during business hours". When dead-bolt type locks are used on other exit doors within the building, they must be of the type that the unlatching shall not require more than one operation. For example, if a door knob is turned, the dead-bolt latch shall also release at the same time. It appears that the door hardware may need to be revised to meet the provisions outlined above. It appears exit signage as shown on Sheet 5 —2nd floor is not correct. The exit signs should be in the corridor and not in offices 21 and 24. Station Station Stations Station 4 Station 5 station 6 Station 7 Dobb Bonanza 9119 Cnty Longmont, t,CORe. 10971Longmont, 13 P.O.Palmer Ave. P.O.Sot 11 10911 Dane. Pun �Ede.CO 109 So.Fatal St. Lm 80501 C 60504 CO Mead, v 6500 Minot Rose B0026� 60516 Decono.CO 60514 80`Ai Meee.COCO 80542 Matt CO 80544 Mr.Harold Satur December 3,2004 Page Two The large room on the second floor is not identified. As this room is not identified and could be used as a conference or training room a second exit may be required. Exit doors must swing in the direction of egress and be separated from each other at least 'A the diagonal distance of the room served. Final determination regarding the need for a second exit from this room will be determined by the Weld County Building Department. If the building occupant will use, store or handle flammable or combustible liquids; or hazardous materials, information on the type and quantities of these materials will need to be submitted to the Fire District for review so further building and storage requirements may be addressed. The list should identify the names of the chemicals and the maximum quantities to be stored. As per telephone conversations with you, the Fire District understands that vehicles fueled by CNG,LPG or hydrogen will not be worked on within this building. If spray operations using flammable or combustible liquids is conducted in the building, the area will need to be protected with an approved automatic fire suppression system. If these type of operations are contemplated, the Fire District needs to be made aware of this so that the appropriate review and evaluation of the requirements may be completed. Portable fire extinguishers, with appropriate location markers, are required to be installed in the building. Generally, the Fire District requires that five pound extinguishers rated for Class A:B:C fires be mounted in accessible locations, mounted three to five feet above the floor, and be located so that the actual travel distance from any point in a building to an extinguisher does not exceed 75 feet in the office portions of the building. Ten pound extinguishers must be provided in the maintenance portion of the building and installed so that the actual travel distance from any point in a building to an extinguisher does not exceed 50 feet. Extinguishers must be provided with current inspection tags. When the fire sprinkler system is provided with 100 sprinkler heads or more,the system shall be monitored by an approved central receiving station. All waterflow switches and valves controlling the water supply for the sprinkler system shall be electrically supervised. Valve supervision, water flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to the central receiving station. Any RTU units having a rated capacity of over 2,000 c.f.m. will need to be provided with smoke detectors and shall be monitored by the fire alarm panel. Plans for the fire sprinkler system and the fire alarm system/panel must be submitted to the Fire District for review and approval prior to installation. All plan submittals must include specification sheets for all devices to be installed including the digital alarm communicator transmitter (DACT). If any other fire protection system is contemplated, the plans for such system must be approved by the Fire District for prior to installation. A final inspection of the occupancy will be required by a member of the Fire District before any Certificate of Occupancy is issued from Weld County. All requests for inspections should be made to the Fire Prevention Office at least three business days in advance. Mr.Harold Satur December 3,2004 Page Three Fees are$50 per hour,per inspector,for any failed inspection that would require an inspector to return to the site for additional inspection. Reinspection fees must be paid at the District Administration Offices before a reinspection may be scheduled. Should changes be made to the plans additional review and comment will be necessary. Nothing in this review is intended to authorize or approve of any aspect of this project that does not comply with all applicable codes and standards. Should you have any questions, please contact me at(303)772-0710. Sincerely, LuAnn Penfold Fire Marshal LMP/lp Enclosure cc: Dennis Renley,Weld County Building Department,4209 WCR 24.5,Longmont,80504 project file file Ip12.01.04 Weld County planning Department GREEL o DEC i 6 2004 t RECEIVED WIID € Weld County Referral November 23, 2004 COLORADO The Weld County Department of Planning Services has received the following item for review: Applicant Alfa Paving, LLC do Connie Case Number SPR-392 Williamson Please Reply By December 22, 2004 Planner Kim Ogle Project Site Plan Review for an Office and Maintenance Repair Shop for a Paving Company Legal Lot 7, Block 1, Amended Replat of 1-25 Rademacher Business Park PUD; part NW4 Section 23, T3N, R68W of the 6th P.M., Weld County, Colorado. Location West of and adjacent to CR 9.5; east of and adjacent to Camelot Circle. For a more precise location, see legal. Parcel Number 1207 23 202007 The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. ❑ We have reviewed the request and find that it does/does not comply with our Comprehensive Plan U We have reviewed the request and find no conflicts with our interests. See attathierdrIgrep. Gbf vtflae t .6th rr Comments: Be_e.cuea.e -114-4.4.1p'va'p.e' t.f" 1-1E-421t'"r-{' cL v'- 'i U�..eZ- at. ash-leJ�t 'r�C '2 D O t(- ue_ PI ia44. A�ttt a l i�- 4,a t i ce_ 7 u to tt z ,J o aA cQ Liu kuua. anizczlifr:x -h Le _esneet +' 1-14_4 lawn ben a fltc.,ra_ — -1-t'a1.t AAA." fri,e-t tea to/1 nd. ,(r7- +t: }-. Signature /{4{c -& £tr -c . Qom. ler ii-k U��'(CUGte /12 /('f /O y- Agency (6.1A-71A. /CU 2� Date +Weld County Planning Dept. 9918 10th Street, Greeley, CO.80631 9(970)353-6100 ext.3540 ❖(970)304-6498 fax . (it' t a DEPARTMENT OF BUILDING INSPECTION Weld County Administrative Offices 918 10th Street, Greeley, CO 80631 WEB SITE:ITE: www.co.weld.co.us Phone (970) 353-6100, Ext. 3540 IFax (970) 304-6498 iliC. COLORADO December 21, 2004 Alfa Paving, LLC c/o Connie Williamson SPR-392 Site Plan Review for an Office and Maintenance Shop for a Paving Company. 1. A building permit shall be obtained prior to the construction of any new building. 2. A plan review is required for each building for which a building permit is required. Plans shall include a floor plan. Plans shall bear the wet stamp of a Colorado registered architect or engineer. Two complete sets of plans are required when applying for each permit. Provide a Code Analysis Data sheet provided by the Weld County Building Department with each Building permit application. Provide plans to Mountain View Fire Protection District for their approval. 3. Buildings shall conform to the requirements of the various codes adopted at the time of permit application. Currently the following has been adopted by Weld County: 2003 International Building Code; 2003 International Mechanical Code; 2003 International Plumbing Code; 2003 International Fuel Gas Code; and the 2002 National Electrical Code and Chapter 29 of the Weld County Code. 4. Each building will require an engineered foundation based on a site-specific geotechnical report or an open hole inspection performed by a Colorado registered engineer. Engineered foundations shall be designed by a Colorado registered engineer. 3 This Building will probably be classified as a mixed use type B (Office) and S-1 (Vehicle repair) Fire resistance of walls and openings, construction requirements, maximum building height, automatic sprinkler requirements and allowable areas will be reviewed at the plan review. Setback and offset distances shall be determined by the Zoning Ordinance. 6. Building height shall be measured in accordance with the 2003 International Building Code for the purpose of determining the maximum building size and height for various uses and types of construction and to determine compliance with the Bulk Requirements from Chapter 27 of the Weld County Code. Building height shall be measured in accordance with Chapter 23 of the Weld County Code in order to determine compliance with offset and setback requirements. Offset and setback requirements are measured to the farthest projection from the building. Please contact me for any further information regarding this project. Sin rely, ` oge Vigil Building Official Service,Teamwork,Integrity,Quality ^ Weld County Planning Department GREELEY OFFICE DEC 2 2 2004 KiitLH- .., MEMORANDU?,ECEIVED TO: KIM OGLE, PLANNING SERVICES FROM: CHARLOTTE DAVIS, ENVIRONMENTAL HEALTH ('1 ll C. DATE: A TEIAMS02U2004 ALFA PAVING,LLC C/O CONNIE COLORADO CC: Environmental Health Services has reviewed this proposal for an office and maintenance repair shop for a paving company. We have no objections to the proposal, however, we do recommend that the following conditions be part of any approval: We recommend that the following requirements be met prior to allowing the plat to be recorded: 1. In the event, the applicant intends to wash vehicles or equipment on site the following shall apply: The applicant shall provide evidence that any vehicle washing area will be designed and constructed to capture all effluent and prevent any discharges in accordance with the Rules and Regulations of the Water Quality Control Commission and the Environmental Protection Agency. 2. The applicant shall provide current evidence that the facility has an adequate water supply (i.e., well or community water system). 3. The applicant shall submit evidence of an Underground Injection Control (UIC) Class V Injection Well permit from the Environmental Protection Agency (EPA) for any vehicle maintenance facility located on the site that is equipped with a floor drain. Alternately, the applicant can provide evidence from the EPA that they are not subject to the EPA Class V requirements. 4. The applicant shall submit a waste handling plan, for approval, to the Environmental Health Services Division of the Weld County Department of Public Health & Environment. The plan shall include at a minimum, the following: 1) A list of wastes which are expected to be generated on site (this should 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 and facility where the waste will be disposed (including the facility name, address, and phone number). We recommend that the following requirements be incorporated into the permit as conditions that must be met prior to issuance of building permits: 1. A stormwater discharge permit may be required for a development/redevelopment/construction site where a contiguous or non-contiguous land disturbance is grater than or equal to one acre in area. Contact the Water Quality Control Division of the Colorado Department of Public Health and Environment at www.cdphe.state.co.us/wq/PermitsUnit for more information. We recommend that the following requirements be incorporated into the permit as conditions that must be met prior to the issuance of the Certificate of Occupancy: 1. An individual sewage disposal system is required for the proposed office and shall be installed according to the Weld County Individual Sewage Disposal Regulations. A septic system permit for the office was applied for on November 18, 2004 (SP-0400427). 2. The septic system is required to be designed by a Colorado Registered Professional Engineer according to the Weld County Individual Sewage Disposal Regulations. We recommend that the following requirements be incorporated into the permit as development standards: 1. All liquid and solid wastes (as defined in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S., as amended) 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. This is not meant to include those wastes specifically excluded from the definition of a solid waste in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S., as amended. 2 3. Waste materials shall be handled, stored, and disposed in a manner that controls fugitive dust, fugitive particulate emissions, blowing debris, and other potential nuisance conditions. 4. The applicant shall operate in accordance with the approved "waste handling plan". 5. Fugitive dust and fugitive particulate emissions shall be controlled on this site. 6. This facility shall adhere to the maximum permissible noise levels allowed in the Light industrial Zone as delineated in 25-12-103 C.R.S., as amended. 7. Adequate handwashing and toilet facilities shall be provided for employees and patrons of the facility. 8. Any septic system located on the property must comply with all provisions of the Weld County Code, pertaining to Individual Sewage Disposal Systems. 9. A permanent, adequate water supply shall be provided for drinking and sanitary purposes. 10.All potentially hazardous chemicals must be stored and handled in a safe manner in accordance with product labeling and in a manner that minimizes the release of hazardous air pollutants (HAP's) and volatile organic compounds (VOC's). 11 .If applicable, the applicant shall obtain a stormwater discharge permit from the Colorado Department of Public Health & Environment, Water Quality Control Division. 12.If applicable, the applicant shall obtain an Underground Injection Control, Class V Injection Well permit from the Environmental Protection Agency (EPA). 13.If applicable, any vehicle washing area(s) shall capture all effluent and prevent discharges in accordance with the Rules and Regulations of the Water Quality Control Commission, and the Environmental Protection Agency. 14.If applicable, the applicant shall comply with all provisions of the Underground and Above Ground Storage Tank Regulations (7 CCR 1101-14). 15.The operation shall comply with all applicable rules and regulations of the State and Federal agencies and the Weld County Code. 3 MEMORANDUM T Kim Ogle, Planning Manager DATE: December 27, 2004 III1D OM: Donald Carroll, Engineering Administrator At. Planning Department ' UBJECT: SPR-392, Alfa Paving, LLC do Connie Williamson GREELEY OFFICE COLORADO• 8 2004 RECEIVED The Weld County Public Works Department has reviewed this proposal;this project falls under the site plan review standards, County Code, Section 23-2-160. Our comments and requirements are as follows: COMMENTS: Lot 7, Block 1,Amended Plat of 1-25 Rademacher Business Park PUD is located within the 1-25 Business Park. All internal roads within the Business Park are privately maintained but built to County standards. Internal Road System: Camelot Circle shall provide access from Lot 7 either to the 1-25 Frontage Road or to WCR 9.5 from this location. The I-25 Parallel Arterial Study is identifying WCR 9.5 as the eastern segment adjacent to 1-25. This is parallel the 1-25 Business Park on the east side. The applicant identified 20 feet of additional of right-of-way adjacent to WCR 9.5. REQUIREMENTS: Access: The proposed site plan shall utilize the existing internal road access to Camelot Circle with no direct access to the parallel arterial (WCR 9.5). Off-Street Parking; The approach with adequate turning radiuses and the front parking area identified within the fenced area shall be paved with adequate parking spaces and striping. The remaining portion of the site can be gravel or the equivalent to accommodate employee, equipment, and a storage area for parking. Storm Water Drainage: A final drainage report has been submitted by Tom Knostman, P.E. This design is in conformance with the requirements indicated in the master drainage plan. The drainage report has been stamped and signed by a professional engineer licensed in the State of Colorado. 1 have reviewed the document and the calculations; they are acceptable. The original report on the Rademacher Business Park, PUD, was provided by Landmark Engineering. pc: SPR-392 M:\PLANNING-DEVELOPMENT REVIEW\SPR-Site Plan Review\SPR-392,Alfa Paving.doc (tessi Weld County Planning Department f,REELEY OFFICE c PUBLIC WORKS DEPARTMENT jAN IQ�., 1111 H STREET RICER/ED IVED P.O. BOx758 I GREELEY, COLORADO 80632 WEBSITE: www.co.weld.co.us W I co PHONE (970) 356-4000, EXT. 3750 FAX: (970) 304-6497 COLORADO January 17, 2005 Mr. John Canny Attorney at Law 3560 Evergreen Parkway, Suite 204 Evergreen, CO 80439 RE: Road Impact Fee Assessment for Alfa Paving(Zeek Partnership, LLLP)—Request for Credit Dear Mr. Canny: This letter follows up on your correspondence to Monica Mika regarding the Transportation Impact Fee assessed to Alfa Paving as part of their development proposal. In your letter dated January 5, 2005 you make reference to $180,000 paid by Zeek Partnership, the developer of Rademacher Business Park, to the county for improvements to Weld County Road(WCR) 9.5. The actual amount paid to the county was $176,000 for offsite road improvements required by an agreement executed by Zeek Partnership in July, 1997. The current fee assessment is from the county's adoption of Code Ordinance 2002-11 which adopts road impact fees for future construction of seven major arterial roads throughout the county. This code change was enacted on December 23, 2002 approximately 51/2 years after the offsite road improvements agreement with Zeek Partnership was executed. Section 20-1-400, Division 5 of the code outlines the credit process for road impact fees. Paragraph A of Section 20-1-400 states: Any person initiating Traffic-Generating Development may apply for credit against road impact fees otherwise due, up to but not exceeding the full obligation for impact fees proposed to be paid pursuant to the provisions of this Article,for any contributions, construction or dedication of land accepted or received by Weld County for non-site-related road capital improvements that are identified in the Road CIP that are on the Service Area Road System. The $176,000 paid by Zeek Partnership on September 11,2002 was explicitly identified,through the offsite road improvements agreement, to be site related. As you know,the business park directly abuts and accesses WCR 9.5. Therefore, a credit cannot be issued against this amount. As shown above, only non-site related improvements can be considered for credit. As mentioned in your letter,you can request an independent fee calculation. Section 20-1-300, Division 4 outlines this procedure. If you have any further questions please do not hesitate to contact me at 970.356.4000 ext. 3750. Sincer ly, Keith eye .E. Engineering Manager Pc: Monika Mika T-4-e-.- k WELD COUNTY ROAD ACCESS INFORMATION SHEET Weld County Department of Public Works 111 H Street, P.O. Box 758, Greeley, Colorado 80632 Phone: (970 )356-4000, Ext. 3750 Fax: (970) 304-6497 Road File#: Date: RE # : Other Case #: 1. Applicant NameZee�VaVcVAe— -t i LLL? Phonc(9?D) £3S- (cOl - Address V. O,'V, o s- 1 O City N\to.� State Co zip 0 S 4Z 2. Address or Location of Access 4-D(a% CaVv‘e k o'F ` 1VCle- Section 7,2, Township t4L Range t7% l4. Subdivision *- Block l Lot 7 4E (.vv.e.aSt. Ylo--\ oc. ( vNnG...o.\..ev- 8L..5W..Q 65 'Pay-V3., Weld County Road #: **X Side of Road LLIC(Z 9.S Distance from nearest intersection (ao 0 3E)E (ovv c\ C\vc\e 3. Is there an existing access to the property? Yes x No # of Accesses 4. Proposed Use: x-1�r 2 Permanent ❑ Residential/Agricultural Industrial ❑ Temporary ❑ Subdivision ❑ Commercial ❑ Other ****************************r*************k*********************** *****************k********************** 5. Site Sketch Legend for Access Description: AG = Agricultural RES = Residential O&G = Oil&Gas k\C.1.2. 3 Z D.R. = Ditch Road Cpvv,e\ok O = House Ck,rc1e __'�,r.o ec'� O = Shed S S1 A = Proposed Access Ln A = Existing Access lyj 4' N h 1 V H • K , tks NT \ati S\'.• (OCP *************************************** OFFICE USE ONLY: Road ADT Date Accidents Date Road ADT Date Accidents Date Drainage Requirement Culvert Size Length Special Conditions ❑ Installation Authorized ❑ Information Insufficient Reviewed By: Title: -6- Nov 118 04 03: 10p 970 535 6078 P.2 M" b. /1 Recorder. r •V`,jy35 '-2419138 8-1471 P-650 12/, 4 12:35p PO 1 OF 1 REC DOC (w�Z —Weld County CO Clerk & Recorder 5.00 --_ WARRANTY DEED R & C DEVELOFMENT COMPANY. a Partnership Coning whose address is 14504 I-25 Fontage Road, Longmont, CO 80504 'County of Weld ,State of Colorado ,for the consideration of Ten and no/100— dollars,in hand paid,hereby sell(s) and eonvey(a)to ZEER PARTNERSHIP, LTD.. a Colorado limited partnership whose legal address is 14504 I-25 Frontage Road, Longmont, CO 80504 County of Weld .and State of Colorado • the following reel progeny in the County of Weld ,and State of Colorado,to wit • Lots 1 through 9 and Lots 11 through 14, Block 1, and Lots 1 through 10, Block 2 Rademacher Subdivision According to the plat recorded thereof, Together.with the following ditch and water rights: 1/4 share of the Highland Ditch Company, 2 shares of Baugh Lateral Ditch: and Raservior Company and 24 units of Northern Colorado Water Conservancy District (Big T) Water. • (Consideration less than $500.00 - no :documentary fee required.) also known by street mid number as 14504 I-25 Frontage Road, Longmont, CO 80504 with all its apponenances•and warrant(s)the title to the sane,subject to reservations,restrictions,easements.covenants, =editions sad rightmof.wry of record. Signed thin Gal'r^ *Of ned/Rtait] 11 4 • f/.(^�f/' RENNRTII N yL)��/•General • Partner I General P • • -10 NIE Si WILLIAMSON. General Partner STATE OF COLORADO, • County of U)i i Cl... }1a. The foregoing instrument was acknowledged before me this a"t day of 1tcs Cn_hw .19 94 , by . a WILLIAMSON. and CONNIE S. WILLIAMSON, General Partners of R i n.V)gt0• a COMPANY, a Partnership. My . ' '•. . Witness my hand and official seal. U lutes l�C 81)e ,r)t i -'—' mar OW'/rr: • CUM'. I ._....---. . . . ...__...___--I-__..._......._... .-------.._._..-'----t No.M.P...Dram mutant n no man nom �--- to m.ahSS M1wbN,t.TM rear a.,Deana COCam—nm12924100—200 Nov 18 04 03: 10p 970 535 6078 p. 3 ^ IBC CHICAGO TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE CHICAGO TITLE INSURANCE COMPANY, a corporation of Missouri, herein called the Company, for a valuable 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 Schedule A and B 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 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 an authorized officer or agent. IN WITNESS WHEREOF, the Company has caused this Commitment to be signed and sealed, to become valid when countersigned by an authorized officer or agent of the Company,all in accordance with its By-Laws. This Commitment is effective as of the date shown in Schedule A as"Effective Date." ISSUED BY: WELD COUNTY TITLE CO. 1221 8th Avenue CHICAGO TITLE INSURANCE COMPANY Greeley, Colorado 80631 By: (970) 356-3232 '1; -1/4 . \ , ' Pre ' ent. plet ATTEST: 'IC/ Selai.. /6.11240•44 Secretary. Authorized Officer or Agent F.2560 CTIRB: 5-1.75 NOW 18 04 O3: 1Op 97O 535 6O78 p. 4 COMMITMENT FOR TITLE INSURANCE * * * * * SCHEDULE A 1. Effective Date: APRIL 17, 1996 ® 7:00 A. M. RE: Our Order No. : CP36927 2. Policy or Policies to be issued: A. ALTA Owner's Policy Amount $ TO BE AGREED UPON Proposed Insured: TO BE AGREED UPON B. ALTA Loan Policy Amount $ Proposed Insured: C. ALTA Loan Policy Amount $ Proposed Insured: 3. The estate or interest in the land described or referred to in this Commitment and covered herein is a fee simple, and title thereto is at the effective date hereof vested in: ZEEK PARTNERSHIP, LTD. , A COLORADO LIMITED PARTNERSHIP 4. The land referred to in this Commitment is described as follows: LOTS 1-9, AND LOTS 11-14, BLOCK 1, AND LOTS 1-10, BLOCK 2, RADEMACHER BUSINESS PARK P.U.D. AKA RADEMACHER SUBDIVISION, WELD COUNTY, COLORADO. Nov 18 04 03: 11p 970 535 6078 p. 5 COMMITMENT FOR TITLE INSURANCE * * * * * SCHEDULE B Section 1 RE: Our Order No. : CP36927 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) Payment of all taxes, charges or assessments, levied and assessed against the subject premises which are due and payable. Item (c) The following instrument(s) must be properly executed and filed of record in the Official Land Records of Weld County, Colorado, to wit: 1. Certificate of Limited Partnership of ZEEK PARTNERSHIP, LTD. , a limited partnership, citing the terms and the general partners thereof. - 2 - Nov 18 04 03: 11p 970 535 6078 p. 6 COMMITMENT FOR TITLE INSURANCE * * * * * SCHEDULE 8 Section 2 RE: Our Order No. : CP36927 EXCEPTIONS: The policy or policies to be issued will contain exceptions for 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 of record for value the estate or interest or mortgage thereon covered by this Commitment; and exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: 1. Rights or claims of parties in possession not shown by the public records. • 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage 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. Taxes and assessments which are a lien or due and payable; and any tax, special assessments, charges or lien imposed for water or sewer service, or for any other special taxing district, any unredeemed tax sales. 6. Taxes for the year 1996, a lien, but not yet due or payable. *****NOTE: Please see Requirement Item b, Schedule B, Section 1. 7. Easements as shown on the plat of subdivision. 8. Right of way for TEE HOWLETT DITCH (AKA BAUGH LATERAL) as evidenced by Statement filed in the Weld County Clerk & Recorder's Office, insofar as the same may affect subject property. 9. Terms, conditions and provisions of CONTRACT & AGREEMENT, between THE COLORADO ENGINEERING & CONSTRUCTION COMPANY OF GREELEY, COLORADO and P. K. PATTERSON AND GUS BIEDERMAN recorded JULY 13, 1933 in BOOK 948 at PAGE 584 as RECEPTION NO. 671981, which provides for the construction and maintenance of a tile line. 10. Easement for UTILITY LINE purposes as granted to PUBLIC SERVICE COMPANY OF COLORADO by instrument recorded JUNE 10, 1959 in BOOK 1533 at PAGE 436, said easement being over the South 5 feet of Lot 14, Block 1 only. CONTINUED NEXT PAGE - 3 - Nov 19 04 03: 12p .•. 970 53S\ 6078 p. 7 B-2 CONTINUED CP36927 11. Pipe line used in conducting water to the NW 1/4 of Section 23, Township 3 North, Range 68 West of the 6th P.M. , and the right of way therefor as disclosed by Warranty Deed recorded December 31, 1962 in Book 1634 at Page 188. 12. Rights of way for PIPE LINE purposes as granted to PANHANDLE EASTERN PIPE LINE COMPANY by instrument recorded JUNE 5, 1975 in BOOK 740 as RECEPTION NO. 1662084, said rights of way being 50 feet in width, the centerlines of which are more particularly described as follows: 1) Beginning at a point on the North line of the NW 1/4 of Section 23, Township.3 North, Range 68 West of the 6th P.M., which bears North 90°00'0 " West, a distance of - 1180.99 feet from the NE Corner of said NW 1/4; thence South 00°39'18" East, a distance of 68.85 feet to the end of said line; 2) Beginning at a point on the North line of Section 23, Township 3 North, Range 68 West of the 6th P.M., which bears North 90°00'00" East, a distance of 1710.03 feet from the North 1/4 Corner of said Section; thence South 0000'00" East, a distance of 66.37 feet to the True Point of Beginning; thence North 88°54'21" West, a distance of 70.00; thence South 76°09'42" West, a distance of 85.30 feet; thence South 88°35'11" West, a distance of 1455.60 feet; thence South 89°42'45" West, a distance of 193.10 feet; thence North 75°17'15" West, a distance of 249.50 feet; thence South 89 18'50" West, a distance of 1157.10 feet; thence South 50°53'00" West, a distance of 1013.90 feet; thence North 89°07'00" West, a distance of 319.70 feet to a pgint on the West line of the, North 1/2 of said Section 23, said point being South 00 06'51" East, a distance of 707.59 feet from the NW Corner of said Section 23, and the point of termination of said centerline. NOTE: Said rights-of-way were assigned and conveyed to K N ENERGY, INC. , by instrument recorded APRIL 5, 1993 in BOOK 1376 as RECEPTION NO. 2327621. 13. Right of way for PIPE LINE purposes as granted to PANHANDLE EASTERN PIPE LINE COMPANY by instrument recorded APRIL 25, 1978 in BOOK 829 as RECEPTION NO. 1751444, and Amendment of Grant recorded NOVEMBER 24, 1986 in BOOK 1136 as RECEPTION NO. 2078162, said right of way being 50 feet in width, the centerline of which is described as follows: Beginning at a point on the South line of the NW 1/4 of Section 23, Township 3 North, Range 68 West of the 6th P.M., which bears 1413.72 feet East of the SW Corner of said NW 1/4; thence North at an angle of 90°18'57" left6 a distance of 2037 feet; thence 02o21'20" right, a distance of 365 feet; thence 02 19'47" left, a distance of 190 feet to a point on the parent line 16-10-075-26-8", said point being 1185.00 feet West and 72.00 feet South of the NE Corner of the NW 1/4 of said Section 23. NOTE: Said right-of-way was assigned and conveyed to K N ENERGY, INC., by instrument recorded APRIL 5, 1993 in BOOK 1376 as RECEPTION NO. 2327621. 14. Permanent easement for undisclosed purposes as shown on Land Survey Plat recorded September 7, 1995 in Book 1510 as Reception No. 2454575. CONTINUED NEXT PAGE - 4 - Nov 18 04 03: 12p .... 970 5,28 6078 p. e B-2 CONTINUED CP36927 15. Easement for WATER LINE purposes as granted to LITTLE THOMPSON WATER DISTRICT AND CENTRAL WELD COUNTY WATER DISTRICT by instrument recorded JANUARY 17, 1996 in BOOK 1527 as RECEPTION NO. 2472233, said easement being more particularly described as follows: Beginning at the NW Corner of Section 23, Township 3 North, Range 68 West of the 6th P.M., and considering the North line of the NW 1/4 of said Section 23 as bearing South 89°19' 05" East and with all bearings contained herein relative thereto; thence along said North line, South 89°19'05" East, 50.00 feet to a point on the East right of way line of the frontage road to Interstate 25; thence along said East right of way line, South 00°32'01" West, 30.00 feet to a point on the South right of way line of County Road 32, said goint being the True Point of Beginning; thence along said right of way . line, South 89 19'05" East, 1332.53 feet to a point on the Westerly line of that certain parcel of land described in Deed recorded in Book 1574 at Page 387, records of Weld County; thence along said West line, South 00°46'37" West, 22.00 feet So the SW Corner of said parcel; thence along the South line of said parcel, North 89 52'49" East, 1184.93 feet to a point on the West right of way line of County Road 9 1/2; thence along said right of way line south 00 0221" West, 2002.49 feet; thence departing said west right of way line, North 89°57'39" West, 20.00 feet; thence North 00.-102'21" East, 1873.83 feet; thence North 77°28'34" West, 244.97 feet; thence North 87°37'52" West, 294.92 feet; thence South 8g°55'15" West, 588.30 feet; thence South 88°55'19" West, 46.69 feet; thence North 89 19'05" West, 258.00 feet; thence North 44°19'04" West, 49.51 feet; thence North 89°19'04" West, 1039.39 feet to the East right of way line of the frontage road to Interstate 25; thence along said East right of way, North 00°32'01" East, 50.00 feet to the True Point of Beginning; together with a temporary construction easement. 16. Easement for WATER LINE purposes as granted to THE NORTHERN COLORADO WATER CONSERVANCY DISTRICT by instrument recorded MARCH 5, 1996 in BOOK 1535 as RECEPTION NO. 2479331, said easement being for the benefit of the entire subdivision, and being more particularly described as follows: Commencing at the NW Corner of Section 23, Township 3 North, Range 68 West of the 6th P.M. , whence the west 1/4 Corner of said gection 23 bears South 00°35'54" East, a distance of 2667.11 feet; thence South 44 51'28" East, a distance of 83.96 feet to the Northerly line gf Block 1, Rademacher Subdivision, being the True Point of Beginning; thence North 89031'51" East along said Northerly line, a distance of 50.00 feet; thence South 00 09'28" East, a distance og 975.70 feet; thence South 78o55'48" East, a distance of 192$.85 feet; thence South 63 58'11" East, a distance of 358.42 feet; thence South 85 58'11" East, a distance of 274.05 feet; thence South 01°05'22" East along the Easterly line of said Block 1, a distance of 50.20 feet; thence North 85°58'11" West, a distance of 288.25 feet; thence North 63°58'11" West, a distance of 361.58 feet; thence North 78°55'48" West, a distance of 1960.34 feet; thence North 00°09'28" West, a distance of 1016.48 feet to the Northerly line of said Block 1 and the True Point of Beginning; together with a temporary construction easement as granted by Deed recorded MARCH 5, 1996 in BOOK 1535 as RECEPTION NO. 2479330. 17. Reservation as contained in Patent recorded MARCH 18, 1897 in BOOK 153 at PAGE 40, said reservation being as follows: Excluding and excepting "All Mineral Lands" should any such be found to exist, but this exclusion and exception shall not be construed to include coal and iron land. CONTINUED NEXT PAGE - 5 - Nov 18 04 03: 13p r1 970 53+5 8078 p. 9 8-2 CONTINUED CP36927 18. Reservations by the Union Pacific Railroad Company to itself and its assigns in Deed recorded MARCH 14, 1898 in Book 157 at Page 131, of all coal that may be underneath the surface of the land described therein and the exclusive right to prospect and mine for the same; also such right of way and other grounds as may be necessary for the proper working of any coal mines that may develop upon said premises, and for the transportation of the coal from the same; and any interests therein, assignments or conveyances thereof. 19. Reservation of an undivided 1/2 interest in and to all oil, gas and other mineral rights underlying said premises, including right of ingress and egress to prospect for, mine, drill for and remove the same as contained in instrument from MORRIS NICHOLS AND MARION NICHOLS recorded JANUARY 9, 1956 in BOOK 1439 at PAGE 241, and any interests therein, assignments, or conveyances thereof. 20. Oil and Gas Lease from ST. VRAIN LAND CO., A COLORADO CORPORATION to T. S. PACE, recorded JULY 20, 1970 in BOOK 630 as RECEPTION NO. 1551644, and any interests therein, assignments or conveyances thereof. Said Lease extended by AFFIDAVIT OF LEASE EXTENSION OR PRODUCTION recorded MAY 2, 1975 in BOOK 738 as RECEPTION NO. 1659516. 21. Deed of Trust from K & C DEVELOPMENT COMPANY, A GENERAL PARTNERSHIP to the Public Trustee of Weld County for the use of THE FIRST NATIONAL BANK OF LONGMONT, to secure the face amount of $600,000.00 dated APRIL 26, 1988 and recorded APRIL 27, 1988 in BOOK 1194 as RECEPTION NO. 2139202. 22. Financing Statement from RADEMACHER FARMS, A PARTNERSHIP, Debtor, to THE FIRST NATIONAL BANK OF LONGMONT, Secured Party, recorded FEBRUARY 6, 1992 as FILING NO. U244941. 23. Any interest held by Weld County, District Two (2) in subject property by virtue of Quit Claim Deed recorded January 4, 1961 in Book 1574 at Page 387. - 6 - , cnn 5e 0e WELD COUNTY DEPARTMENT OF PUBLIC HEALTH &ENMENT 1555 NORTH 17TH AVENUE, GREELEY, CO 80631 PHONE: (970) 304-6415 FAX: (970) 304-6411 WEBSITE: WWW.CO.WELD.CO.US APPLICATION/RECEIPT Initials: SC Permit Number: SP-0400427 Receipt Number: HAP-04435 11-18-2004 Amount: $400.00 Payment Method: Check Notation: 5628 Owner Name: ZEEK PARTNERSHIP LTD CIO KENNETH WILLIAMSON Applicant Name: JL WALTER CONSULTING Pircel Number: 120723202007 Location: 4068 CAMELOT CIRCLE Account Code Description Amount 2560-41400-4221-4203 New Septic Permit $400.00 2560-414004221-4203 Repair Septic Permit $0.00 256041400-4221-4203 Vault Permit $0.00 2560-414004221-4203 Variance Request $0.00 Description: OFFICE Commercial: (Y/N) Y Residential: (Y/N) N Acres: 5.11 Number of Persons: 37 Basement Plumbing: (Y/N) N Number of Bedrooms: 0 Bathrooms: Full - 0 3/4: 0 1/2: 2 Water Public: (Y/N) Y Water Supply: CWCWD Water Private: (Y/N) N Cistern: (Y/N)N Well: (Y/N) N Well Permit Number: TERMS AND CONDITIONS A permit fee,as set by separate ordinance of the Board of Weld County Commissioners,shall be required of applicants for new individual sewage disposal systems(ISDS),payable at time of application.permit fees are non-refundable:permit applications are non-transferable,If both a building permit and an ISDS are issued for the same property and construction is not commenced prior to the expiration date of the building permit, the ISDS permit shall expire at the same time as the building permit. If an ISDS pennit is issued for a property that does not require a building permit,the ISDS permit shall expire one year after its issuance if construction on the septic system has not commenced. Any change in plans or specifications after the permit has been issued invalidates the permit unless approval is secured from the Health Officer or his/her designated agent. Expired permits can be renewed by payment of the permit fee only if A.There has been no change in the plans and specifications of the proposed system as set out in the original application or such change is reviewed and approved by a Division Representative. B.The surrounding land,its use or zoning has not changed so-as-to cause the original application not to be acceptable under these regulations. The completeness of this application is conditional upon further mandatory additional tests and reports as may be required by the Weld County Department of Public Health and Environment(WCDPHE).The issuance of the permit is subject to such teens and conditions as deemed necessary to insure compliance with rules and regulations adopted under article 10 title 25,CRS as amended.The applicant certifies that the proposed system will not be located within 400 feet of a community sewage system.The undersigned certifies that all statements made,information and reports submitted herewith are,or will be,represented to be true and correct to the best of his/her knowledge and are designed to be relied on by the WCDPHE for evaluation for purposes of issuing the permit applied for herein.Applicant further understands that falsification or misrepresentation may result in t enial of the lice' or revoc n of any permit granted,and in legal action of perjury as provided by law. • -Owner/App cant Date Form:RT_HAPP Nov 18 04 01 : 44p 970 53A 8078 p. 2 II-18-200a 2,27PM FROM P. 2 • • DEPARTMENT OF PUBLIC HEALTH &ENVIRONMENT `s" 1655 N. 17th Avenue onct CO 80631 Greeley.BSITE: www.comekLco.us co,us ADMINISTRATION:(970)304-6410 FAX(970)304-6412 11 C PUBLIC HEALTI{EDUCATION S NURSING(970)304-6420 Q FAX(970)304-6416 ENVIRONMENTAL HEALTH SERVICES:(970)304-6415 COLORADO MV FAX(970)304-6411 AUTHORIZATION FORM RE: JO PERMIT APPLICATION Q I.S.D.S.EVALUATION. ' n SALE OF PROPERTY n WATER SAMPLE LL.LP IdLu r CCewsrxr/.ac represent rc ntEES% ') Pm the property atlApplicant) (Owner) (pge located at 4'2 tl r.Loi wr r r.-.i E • LEGAL DESCIUPTION: SEC (V) TWN 5 RNO I0 SUBDIVISION NAME:Fyll 13ds2P ac PUT) L0T 7 _BLK titovV D Pen I can be contacted at the following phone#'s: Home • Work(970)413-ZO3 7 Fax#(97D).7o3-/1 i-7 The property owner can be contacted at the follo ng phone Vs- • Home • • • Werk I- ti-to-- 535-40,x- . Fax#'/- 970 - 535 -620.'18' Correspoode atmailedto(onlyono): ICJ Agent/Applicant Q Property Owner DATE ///a OWNER'S SIGNXT RE edgy: J J F P- a JEPTIC INFORMATION FORk, 44cts To obtain an I.S.D.S. permit, one must file an "Application for Individual W I I p y pp Sewage , Disposal System" at the Weld County Environmental Protection Services office, C and pay the application fee. A "repair" fee shall be charged for the expansion, COLORADO replacement, or repair of an existing system. The following information must be provided on the septic information form: PARCEL NO.: /ZO7-2 3-2 -O2-8O7 THIS CAN BE OBTAINED FROM THE ASSESSOR'S OFFICE AT (970) 353-3845 EXT 3650 PROPERTY OWNER R,t-z 5,e/77 LTD %Keck;,c.-y alty seco-/ MAILING ADDRESS P.O, an to CITY ZIPdo54Z HOME PHONE ( ) WORK PHONE (az) 4GS'' -6 /19 FAX ( ) APPLICANT NAME .� / /V/9-7TC-e ( ) 4u/ ./A/C.. MAILING ADDRESS / (¢ 5 St-4 Sr CITY Z yc-a--4.Jv ST ed ZIP 00537 HOME PHONE ( ) WORK PHONE (9-74 /0/3-0037 FAX (g4 2c3 -(717 LEGAL DESCRIPTION PT_ PT SEC 23 TWN ^3 RNG k - ACRES 5, .1( 7 SUBDIVISION QA-nctfj€ Lis Pa. PU7LOT 7 BLOCK / FILING DESCRIPTION OF BUILDI g (ex: -louse,cobile Home, Modular, Shop, Office) 9jc ,cG SITE/LOCATION ADDRESS 1O (O8 d,¢-,frr, cor Ca DIRECTIONS TO SITE NEW PERMIT ,›C REPAIR PERMIT VAULT PERMIT $ '400.00 $34 400.013 $150 IF OBTAINING A REPAIR PERMIT, PLEASE LIST PREVIOUS OWNERS OF THIS PROPERTY: FLOOD PLAIN YES C l�) CENSUS TRACT ZI COMMERCIAL E''/ NO RESIDENTIAL YES / p NUMBER OF PERSONS „%-7 BASEMENT PLUMBING YE vJ) NUMBER OF BEDROOMS /0,1, BATHROOMS: FULL 3/4 1/2 Z- WATER SUPPLY: PUBLIC S NO NAME C�t)r Wei, Gf/. D. PRIVATE YE . 0 CISTERN YES N. WELL YES t-. WELL PERMIT # PERC HOLES MARKED FOR INSPECTION BY SPECIALIST its :.)) 562 DEC-07-2004 TUE 12:06 PM ENWRON HEALTH SERVICES 9703046411-. P. 02 ifirTht‘er DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N 17TH AVE GREELEY, CO 80631631 WEBSITE: www.co.weld.co.us WIlD ADMINISTRATION (970)304-6410 FAX (970)304-6412 O PUBLIC HEALTH EDUCATION AND NURSING (970)304-6420 FAX(970)304-6416 ENVIRONMENTAL HEALTH SERVICES 304-6415 FAX (970)304-641 COLORADO STAFF APPROVAL OF ENGINEER-DESIGNED SYSTEM Owner Name: Zeek Partnership LTD Location Address: 4068 Camelot Circle, Mead The engineer-designed Individual Sewage Disposal System proposed for the above property, and designed by David B. Shupe is hereby approved subject to the following conditions: Construct according to the engineer design, except that a 1250 gallon tank is reqired. All Weld County ISDS regulations apply. I, 31�o.\ker- ,-owner/applicant for I.S.D.S. Permit No.SP-0400427 under the provision of the Weld County Individual Sewage Disposal System Regulations, do hereby understand and agree that after approval by the Director of Health Protection Services, I may proceed with the construction of my engineer-designed sewage disposal system prior to approval by the Weld County Board of Health, but that the Board of Health reserves the right to disapprove any or all parts of the system design when it considers my application. I understand and agree that I proceed at my own risk and that I may be required by the Board to remove any or all of the system installed prior to Board of Health consideration of my application. JLuI>\tcv C %Li p� Env nm •I Specialist OwnerlAppllcant is •�,0/ I Z /7 /0 4- Date Date b (1719 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 Y 17TH AVE GREELEY, CO 80631631 WEBSITE: www.co.weld.co.us I ADMINISTRATION (970) 304-6410 FAX (970) 304-6412 PUBLIC HEALTH EDUCATION AND NURSING (970) 304-6420 FAX (970) 304-6416 ENVIRONMENTAL HEALTH SERVICES (970) 304-6415 COLORADO FAX (970) 304-6411 January 31, 2005 Kenneth Williamson Zeek Partnership LTD Post Office Box 10 Mead, Colorado 80542 RE: Individual Sewage Disposal System Permit No.: SP-0400427 Location: 4068 Camelot Circle, Mead Dear Mr. Williamson: This is to inform you that your Engineer Designed Septic System has been reviewed by the Weld County Board of Health and approved. A copy of the Weld County Board of Health I.S.D.S. Review Form and your I.S.D.S. Permit are enclosed. PLEASE NOTE THAT THE SYSTEM MUST BE INSPECTED BY A REPRESENTATIVE OF THIS DEPARTMENT AND BY THE DESIGNING ENGINEER BEFORE THE SYSTEM CAN BE APPROVED FOR OPERATION. THE ENGINEER MUST CERTIFY TO THIS DEPARTMENT, IN WRITING, THAT THE SYSTEM HAS BEEN INSTALLED ACCORDING TO HIS/HER SPECIFICATIONS. Should you have any questions regarding your septic system,please contact this office at your earliest convenience at(970) 304-6415. Sincerely, am Smith ISDS Program Coordinator PS/ms cc: IL Walter Consulting WELD COUNTY BOARD OF HEALTH ENGINEER DESIGNED SYSTEM REVIEW PROPERTY OWNER: Zeek Partnership LTD PERMIT NO.: SP-0400427 (CNEW) LEGAL DESCRIPTION: PT: SECTION: 23 TOWNSHIP: 3 RANGE: 68 SUBDIVISION: Rademacher Business Park LOT: 7 BLOCK: 1 FILING: SITE ADDRESS: 4068 Camelot Circle FACILITY: Commercial office w/37 workers ACRES: 5.11 PERC RATE: 20 SOIL: Suitable WATER SUPPLY: CWCWD LIMITING ZONE: None XXX ENGINEER DESIGN (3.5) EXPERIMENTAL DESIGN (3.14) ENGINEER: David B. Shupe ADDRESS: ESTIMATED FLOW: G.P.D. 833 PRIMARY TREATMENT: Standard tank CAPACITY: 1250 gallons DISPOSAL METHOD: Absorption bed SIZE: 1380 square feet REQUEST FOR VARIANCE: STAFF COMMENTS: The system is adequately sized for the proposed load. STAFF RECOMMENDATION: Approval ENVIRONMENTAL PROTECTION SPECIALIST: Steve Wiatrowski REVIEWED BY BOARD: 1/25105 B.O.H. DECISION: APPROVED: DENIED: TABLED: Chairman Weld County Board of Health WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 NORTH 17TH AVENUE GREELEY, COLORADO 80631 PHONE (970) 304-6415 FAX(970) 304-6411 Permit#: SP-0400427 Sec/Twn/Rng: 23-03-68 PERMIT Owner: ZEEK PARTNERSHIP LTD C/O KENNETH WILLIAMSON Applied: 11/18/2004 Applicant: iL WALTER CONSULTING Permit Type: CNEW C=Commercial,R=Residential + NEW,REPair,VauLT Parcel#: 1207-23-2-02-007 Location: 4068 CAMELOT CIRCLE Legal Desc: Description: OFFICE Commercial: Y Residential:N Acres: 5.11 # of Persons: 37 Basement Plumbing: N # of Bedrooms: 0 Bathrooms- Full: 0 3/4: 0 1/2: 2 Water Public: Y Water Source: CWCWD Water Private: N Cistern: N Well: N Well Permit Number: Percolation Rate ,9{},o Limiting Zone > 8 ft --- in Description — % Ground Slope -- Direction Soil Suitable(Y/N) >/ Engineer Design Required(Y/N) 'V In 100 Year Flood Plain(Y/N) NJ From the application information supplied and the on-site soil percolation data the following minimum installation specifications are required: Septic Tank ;a5O gallons, Absorption Trench sq ft or Absorption Bed k320 sq ft Chambers: Infiltrator or Hancor Standard or Hi-Capacity, EQ36 or BioDiffuser Trench Bed Infiltrator Quick4 Trench Bed Rancor Narrow(15in)Envirochamber Trench Bed In addition, this permit is subject to the following additional terms and conditions:—J c is at.=Ara. 0 A` e W-:.Jr�.16 —/rn t=Atfiti.I.7:4ZiI _.a7aY-y.t <=vQ r-PT-Tf#pr A bx� CA A rN I.-rx l� tS� ��,w-1�, Fu_� =tom coots-rt �S e c_y_arno,Lc A�atiy, NOTICE This permit is granted temporarily to allow construction to commence. This permit may be revoked or suspended by the Weld County Department of Public Health and Environment for reasons set forth in the Weld County Individual Sewage Disposal System Regulations including failure to meet any term or condition imposed thereon during temporary or final approval. The issuance of this permit does not constitute assumption by the department or its employees of liability for the failure or inadequacy of the sewage disposal system. This permit is non transferable and non refundable. Before issuing final approval of this permit the Weld County Department of Public Health and Environment reserves the right to impose additional terms and conditions required to meet our regulations on a continuing basis. Final permit approval is co ngent u on the final inspection of the completed system by the Weld County Department of Public Health and Environment. /z4cr 'J Font s PERMITN Environmental Health Specialist Date PL1771 SPR 382 Oversized Maps Located in Back of Original File Not Scanned Hello