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Home My WebLink About20051489.tiff DEPARTMENT OF PLANNING SERVICES 1555 N. 17`"AVENUE ' GREELEY, COLORADO 80631 111 WEBSITE: www.co.weld.co.us CE-mail PHONE (970)3FAX O70) 304-6498 COLORADO May 3, 2004 Craig Zollner, Manager United Building Center 1130 7th Avenue Greeley, CO 80631 Subject: Red Line Comments, SPR-369 Dear Craig: The Department of Planning Services has reviewed the submitted documents, including the SPR plat and offers the following comments: 1. The Site Plan Review Plat shall be prepared per Section 23-2-160.W of the Weld County Code. Condition Met. 2. Prior to recording the Site Plan Review plat, the applicant shall address the following to the Department of Planning Services' satisfaction: CA) The applicant must submit on-site Improvements Agreements. Agreement forwarded to Department of Public Works for review of Transportation Line Items B. The Public Works Department will conduct a thorough review of the site once the requested information is submitted. Written evidence of compliance with the Public Works Department requirements shall be submitted in writing to the Weld County Department of Planning Services. Letter forwarded to Department of Public Works for review and approval X.'The applicant shall provide written evidence to the Department of Planning Services from the Union Pacific Railroad concerning fencing adjacent to the main line track and the proposed drainage for this facility. (Union Pacific Railroad) ;.FS The applicant shall attempt to address the requirements of the City of Greeley, as outlined in their referral dated February 20, 2004. Written evidence of such shall be submitted in writing to the Weld County Department of Planning Services, (City of Greeley) 52 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. Memorandum forwarded to Department of Public Health and Environment for review and approval 3. The plat shall be amended to delineate the following: 2005A 489 ,,A The vehicle parking and office area shall adhere to the Off-street Parking and Loading EL /7L 3 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) B. Parking Requirement of 40 spaces. Condition Met. C: The dimensions of the parking stalls shall adhere to Section 23-4-30.B, Appendix 23-A of the Weld County Code. Condition Met ,.l. Easements shall be shown in accordance with County standards, also dimensioned on the site plan. Condition Met iE` The applicant shall delineate the location of all curb stops in the parking areas per Section 23-4- 30.D of the Weld County Code. Condition Met ..6r The applicant shall adhere to the lighting requirements for off-street parking spaces per Section 23-4-30.E of the Weld County Code. This shall include the ADA requirements for this site. Parking Lots shall conform to all standards of the Americans with Disabilities Act. Condition Met P 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) Condition Met P 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, the applicant shall delineate that it is screened from adjacent parcels and all right-of-ways. Condition Met .4( The outside storage of vehicles, equipment or materials on this property, shall be screened from public rights-of-way and all adjacent properties. Condition Met X The applicant shall include in the Landscape Plan in accordance with Section 23-3-250.A.5, Condition Met The applicant shall amend the drawing to reflect the requirements of the Union Pacific Railroad as stated in their referral dated February 6, 2004. Written evidence of a new agreement and/or compliance with the stipulations of the Union Pacific Railroad shall be submitted in writing to the Weld County Department of Planning Services. (Union Pacific Railroad, Department of Planning Services) ,.L<' The property owner shall attempt to address the requirements (concerns) of the Eaton Fire Protection District, as stated in the referral response received February 9, 2004. Condition Met Jf A!The property owner has submitted a plan describing any proposed on-site signs. Any proposed sign shall adhere to Sections 23-4-100 of the Weld County Code. Condition Met N. 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 February 19, 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) O. 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 March 1, 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) The following notes shall be placed on the plat: Condition Met 4. Prior to the release of building permits: A Final Site Plan and building construction plans must be submitted to the Eaton Fire Protection District for review and approval. Condition Met • B. The applicant shall submit two complete sets of blueprints to the Weld County Department of Building Inspection. (Building Department) 5. One month prior to construction activities: tF1. The applicant shall submit evidence of a Colorado Discharge Permit System or CDPS permit from the Colorado Department of Public Health and Environment(CDPH&E), Water Quality Control Division, to cover stormwater discharges from construction sites (5 CCR-1002-61) Alternately, the applicant can provide written evidence to the Environmental Health Services Division that they are not subject to the CDPS requirements. Memorandum forwarded to Department of Public Health and Environment for review and approval 6. Prior to issuance of the Certificate of Occupancy: A. An individual sewage disposal system is required for the proposed office/showroom and warehouse and shall be installed according to the Weld County Individual Sewage Disposal Regulations. (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) C. The Weld County Sheriff's office offers to schedule a walk through of the existing facility and enable the applicant to 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 David Tuttle, Sheriff's office at 970-356-4015 extension 2800 to schedule an appointment. (Department of Planning Services, Sheriff's Office) Should you have any questions or need further information, I may be reached at the above address, telephone number or e-mail address. Sincerely, Kim Ogle Planning Manager Enclosure John Revard Revard Constructors and Managers 31099 County Road 41 Greeley,CO 80631 Luke Shawcross KBN Engineers 820 8'h Street Greeley,CO 80631 File: SPR-369 SITE PLAN REVIEW WliDc. Administrative Review COLORADO Case Number: Site Plan Review 369 Parcel Number 0803 19 100052 Applicant: Landga Corporation (United Building Corporation) Legal Description: Lot B of AmRE-763; being part of the E2 NE4 of Section 19, T6N, R66W of the 6th P.M., Weld County, Colorado. Zoning: Business Commercial, C-3 Proposed Use: Commercial Use - United Building Corporation Situs: TBD CR 39, Lucerne, CO Site Plan Review Standards Meets the Intent of Comments the Weld County Code Site Plan Certification Included in Application YES Retention Facilities YES Offstreet Parking Not Approved per Department of Planning Services _410 Loading Areas Not Approved per Department of Planning Services Access Approved YES Setback Requirements 25 Feet YES Offset Requirements 10 Feet YES Landscaping YES Trash Collection and Storage YES Potable Water North Weld County Water District YES Sewage Disposal Septic YES Environment Standards YES Property Maintenance YES United Building Corporation SPR-369,page 1 This site p/an 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 ($10.00) dollars for each additional sheet. (Department of Planning Services) 2. Prior to recording the Site Plan Review plat,the applicant shall address the following to the Department of Planning Services' satisfaction: 4Lt$S 't' 154r til.-M‘747, Pt1'L lU VS '( A. The applicant must submit on-site Improvements Agreements. This agreement tri6,445fl 6 �o 4 shall be approved by the Board of County Commissioners prior to recording the site N t-*^s plan. (Department of Public Works, Department of Planning Services) rrsct, .t %J95cr�'d tetAlv vn B. The Public Works Department will conduct a thorough review of the site once the PxyA stp requested information is submitted. Written evidence of compliance with the Public On I VIM Works Department requirements shall be submitted in writing to the Weld County Department of Planning Services. (Department of Public Works) 5"3 C. The applicant shall provide written evidence to the Department of Planning Services from the Union Pacific Railroad concerning fencing adjacent to the main line track and the proposed drainage for this facility. (Union Pacific Railroad) D. The applicant shall attempt to address the requirements of the City of Greeley, as outlined in their referral dated February 20, 2004. Written evidence of such shall be submitted in writing to the Weld County Department of Planning Services. (City of Greeley) ge-kc TV E. - The applicant shall submit a waste handling plan,for approval,to the Environmental &j*M. 9-5 Health Services Division of the Weld County Department of Public Health & Environment. Written evidence of such shall be submitted in writing to the Weld County Department of Planning Services. 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). (Department of Public Health and Environment) 3. The plat shall be amended to delineate the following: A. The vehicle parking and office area shall adhere to the Off-street Parking and I♦. 1 4b F \. Al United Building Corporation SPR-369, page 2 Loading Requirements,per Sections 23-4-2O.B,23-4-30.A,Appendix 23-A,23-4-30. and 23-4-50 of the Weld County Code. (Department of Planning Services) gttprcO ,B< The applicant shall provide forty(40)parking stalls for current use and an additional 5 , g twenty (20) parking spaces for future uses associated with this facility. The breakdown of required parking spaces required is as follows: USE AREA CURRENT FUTURE TOTAL Warehouse 12500 SF 17 20 37 Office 1750 SF 4 -0- 5 One space/2 Employees 5 Showroom (Retail) 5250 SF 14 -0- 14 Total Parking 40 20 60 Requirement The dimensions of the parking stalls shall adhere to Section 23-4-3O.B, Appendix 23-A of the Weld County Code. (Department of Planning Services) D. Easements shall be shown in accordance with County standards, also dimensioned on the site plan. (Department of Public Works)CAI \f1/41Yi Pt�.r✓�' E. The applicant shall delineate the location of all curb stops in the parking areas per Section,G.,,, 23-4-3O.D of the Weld County Code. (Department of Planning Services) F. The applicant shall adhere to the lighting requirements for off-street parking spaces per Section 23-4-30.E of the Weld County Code. This shall include the ADA requirements for this site. Parking Lots shall conform to all standards of the Americans with Disabilities Act. This site will be required to meet all requirements of the American Disability Act (ADA). 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 (County Road 39). 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. (Departments of Planning Services, Public Works) f'ry\t§rtoil Wet' G. The applicant shall adhere to the lighting standards, in accordance with Section 23- 2-250 and Section 23-3-25O.B.6 of the Weld County Code. (Department of Planning Services)Thx, ?tAc. 1, - hA 1 bn 1h Ck— Mf't'rlb t F+ H. The applicant has delineated the location of the trash enclosure, in accordance with 5.3 Section 23-3-25O.A.6 of the Weld County Code, however, the applicant shall delineate that it is screened from adjacent parcels and all right-of-ways. (Department of Planning Services) 0.-x114-1N)w) 4r^rr, t� United Building Corporation SPR-369,page 3 M imo k 5 '3 At The outside storage of vehicles, equipment or materials on this property, shall be 0.4tiu IA WV,- screened from public rights-of-way and all adjacent properties. (Department of w� 41.04'6 Planning Services) ML.40O A ,d' The applicant shall include in the Landscape Plan in accordance with Section 23-3- SG�uvtlrN 250.A.5, delineating the following information: s '3 x An installation schedule which specifies when the landscaping will be installed on site. (Department of Planning Services) Z 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 B&B. (Department of Planning Services) ,2. 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. (Department of Planning Services) fL The size, type and color of the gravel mulch shall be noted. (Department of Planning Services) 5. The method of native grass 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) K. The applicant shall amend the drawing to reflect the requirements of the Union Pacific Railroad as stated in their referral dated February 6, 2004. Written evidence of a new agreement and/ or compliance with the stipulations of the Union Pacific Railroad shall be submitted in writing to the Weld County Department of Planning Services. (Union Pacific Railroad, Department of Planning Services) The property owner shall attempt to address the requirements (concerns) of the Eaton Fire Protection District, as stated in the referral response received February 9, 2004. Written evidence of such shall be submitted in writing to the Weld County Department of Planning Services. (Department of Planning Services) j! The property owner has submitted a plan describing any proposed on-site signs. Any proposed sign shall adhere to Sections 23-4-100 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) r: t.' zt (Y\-t, N. 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 February 19, 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) O. 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 March 1, 2004 have been met. Written evidence of United Building Corporation SPR-369,page 4 such shall be submitted in writing to the Weld County Department of Planning Services. (Department of Planning Services) P. The following notes shall be placed on the plat: CenclikVr, Melt- 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) 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 Attorney's office,Weld County Building Inspection Department, Eaton 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 County Road 39. (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 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 Commercial 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) United Building Corporation SPR-369,page 5 11. Any septic system located on the property must comply with all provisions of the Weld County Code, pertaining to Individual Sewage Disposal Systems. The future proposed warehouse and shall be installed according to the Weld County Individual Sewage Disposal Regulations. 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) 12. The facility shall utilize the existing public water supply. (North Weld County Water District) (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. 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) 16. All structures, including signs, on site must obtain the appropriate building permits. (Department of Planning Services) 17. Any lighting, including light from high temperature processes such as welding or combustion, shall be designed, located and operated in such as manner as to meet the following standards: sources of light shall be shielded so that beams or rays of light will not shine directly onto adjacent properties; neither the direct nor reflected light from any light source may create a traffic hazard to operators of motor vehicles on public or private streets; and no colored lights may be used which may be confused with or construed as traffic control devices. (Department of Planning Services) 18. Personnel from Weld County Government shall be granted access onto the property at any reasonable time in order to ensure the activities carried out on the property comply with the Development Standards stated herein and all applicable Weld County regulations. (Department of Planning Services) 19. 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) 4. Prior to the release of building permits: A Final Site Plan and building construction plans must be submitted to the Eaton Fire Protection District for review and approval. The applicant shall submit written evidence of approval to the Department of Building Inspection. (Eaton Fire Protection District) United Building Corporation SPR-369,page 6 B. The applicant shall submit two complete sets of blueprints to the Weld County Department of Building Inspection. (Building Department) 5. One month prior to construction activities: AC9 0 1X The applicant shall submit evidence of a Colorado Discharge Permit System or i� CDPS permit from the Colorado Department of Public Health and Environment Sb�� (CDPH&E), Water Quality Control Division, to cover stormwater discharges from construction sites (5 CCR-1002-61) Alternately, the applicant can provide written evidence to the Environmental Health Services Division that they are not subject to 4 -�' the CDPS requirements. (Department of Public Health and Environment) 6. Prior to issuance of the Certificate of Occupancy: A. An individual sewage disposal system is required for the proposed office/showroom and warehouse and shall be installed according to the Weld County Individual Sewage Disposal Regulations. (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) C. The Weld County Sheriff's office offers to schedule a walk through of the existing facility and enable the applicant to 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 David Tuttle, Sheriffs office at 970-356-4015 extension 2800 to schedule an appointment. (Department of Planning Services, Sheriffs Office) Site Plan Review conditionally approved by: Date: Kim Ogle, Planner March 17, 2004 Craig Zollner, Branch Manager United Building Centers 1130 Seventh Ave Greeley CO 80631 United Building Corporation SPR-369,page 7 (le)t 7.--14;04 DEPARTMENT OF PLANNING SERVICES i PHONE (970) 353-6100, EXT 3540 FAX (970) 304-6498 1555 N. 17TH AVENUE "lge GREELEYSCOLORADO 80631 COLORADO • January 29, 2004 - Craig Zoliner, Branch Manager United Building Centers 1130 Seventh Ave Greeley CO 80631 Subject: SPR-369 -Site Plan for a Commercial Use - United Building Center located in the Commercial Zone on a parcel of land described as Lot B of AmRE-763; being part of the E2 NE4 of Section 19, T6N, R66W of the 6th P.M., Weld County, Colorado. Dear Applicants: 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 Eaton and Greeley Planning Commission for their review and comments. It is recommended that you and/or a representative be in attendance at the Eaton and Greeley Planning Commission meeting to answer any questions the Commission members may have with respect to your application. Please call Eaton at (970)454-3338 and Greeley at (970) 350-9780, 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, m Planner APPLICATION r • - Nov 25 03 02: 44p KB! 9709a5SUU t�ryGInEERS jv\dL\ SITE PLAN REVIEW (SPR) APPLICATION DATE RECEIVED: FOR PLANNING DEPARTMENT USE /$ CASE#ASSIGNED: RECEIPT#!AMOUNT# PLANNER ASSIGNED: APPLICATION RECEIVED BY 1 Parcel Number fi-1M ® @ ®— ®-m_® O"El e}t © (12 digit number-found on Tax I.D.Information.obtainable at the Weld County Assessor's Office.or www-co weld co.us p Nest Legal Description Lei f Ke 086' 19-I Rg763 , Section /9 ,Township J North.Ranges Lot/Block: Zone District: Total Acreage: . Overlay District: FEE OWNER(S)OF THE PROPERTY: Name: ! Email Address Work Phone# Srr-452-Z3rw ! Home Pho e#p� D Address: e _ City/State/Zip Code Name: Home Phone# Email Address Work Phone#�— Address: City/State/Zip Code Name: Home Phone# ---Email Address Work Phone# Address: City/State/Zip Code APPLICANT OR AUTHORIZED AGENT(See Below:Authorization must accompany applications signed by Authorized Agent) n! H Ant ,2 n r•n �i� '�NI'c� Fvu-DI^16lL�� Name: / ZO L��E� - Email Address 'El.cY 70 -3 Z'` ' Home Phone#__ WorkPhone# '' 5 Address: II3a SCu�gl Et 4-0 of3 ' City/Stale/Zip Code PROPOSED USE: I (We) edy i depose and state under penalties n of a 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 nt s,a be included ded with then this application. If a corporation is the feelication. If an Authorized owner, note ized evidtter of encrization from all fee owners must e must be included showing the signatory has to legal authority to sign for the corporation. -- Date & y/4uthorized Agent Date Signature: Owner or Authorized Agent -3- SITE PLAN CERTIFICATION I (We) hereby certify that the uses, buildings, and structures located on: Lot B of Recorded exemption No. 0803-19-1-AMRE763, Recorded Aug. 19, 2003 as reception No. 3097136, being part of the E-1 /2 of the NE-1 /4 of Sec. 19, T 6 N, R 65 West of the 6th P.M. , County of Weld, State of Colorado. (legal description) are designed and will be constructed and operated in accordance with the applicable Performance Standards and District Requirements for the C-3 zone district as stated in the Weld County 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 initiating a compliance action against me. .( /.. L — Signature of Property Owner The foregoing instrument was subscribed and sworn to before me this a7'1` day of Tal/lu ay 20 0y , by T ek"a(q ZOOnir WITNESS my hand and official seal. My Commission expires: a y-r7'7 ?IN +Q,\ems.....g6. \ sOTARy of Notary Public 1/ PUBLiC , QO -4- r. ^ WELD COUNTY ROAD ACCESS INFORMATION SHEET Road File#: Date: 1 /26/04 RE# : Other Case#: 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 1. Applicant Name Craig Zollner - Branch Manager Phone 970-352-5171 Address 1130 Seventh Avenue City Greeley State CO Zip 80631 2. Address or Location of Access 750 ft South of Highway 392 Section 19 Township 6N Range 65W Subdivision Block Lot Weld County Road#: 3 9 Side of Road West Distance from nearest intersection750 f t. 3. Is there an existing access to the property? Yes No X #of Accesses 4. Proposed Use: R1 Permanent ❑ Residential/Agricultural ❑ Industrial O Temporary ❑ Subdivision 8 Commercial O Other ..................****e********r.***t+++«f***,r***fr********fr***************e**************e***************** 5. Site Sketch Legend for Access Description: AG = Agricultural L__ Iawy 392 RES = Residential O&G = Oil & Gas D.R. = Ditch Road C_3 O = House C. O = Shed z ci , � er F /� s / NT --,i p tp IG-3 Pi 7 F ....................................... OFFICE USE ONLY: Road ADT Date Accidents Date Road ADT Date Accidents Date Drainage Requirement Culvert Size Length Special Conditions ❑ Installation Authorized O Information Insufficient Reviewed By: Title: -6- erN Report Date: 01/27/2004 01:42PM WELD COUNTY TREASURER Page: 1 STATEMENT OF TAXES DUE SCHEDULE NO: R0229188 ASSESSED TO: HUNGENBERG DONALD E (1/2INT)& 976 BALSAM AVE GREELEY, CO 80631 LEGAL DESCRIPTION: PT E2E2 19-6-65 PT LOT B REC EXEMPT RE-763 (.16R) 32933 39 CR WELD PARCEL: 080319000044 SITUS ADD: 32933 39 CR WELD TAX YEAR CHARGE TAX AMOUNT INTEREST FEES PAID TOTAL DUE 2003 TAX 11.36 0.00 0.00 0.00 11.36 TOTAL TAXES 11.36 GRAND TOTAL DUE GOOD THROUGH 01/27/2004 11.36 ORIGINAL TAX BILLING FOR 2003 TAX DISTRICT 0226 - Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 21.474 2.80 AGRICULTUR 448 130 SCHOOL DIST RE2 45.949 5.97 NCW WATER 1.000 0.13 TOTAL 448 130 NWC WATER 0.000 0.00 EATON FIRE 9.000 1.17 AIMS JUNIOR COL 6.322 0.82 WELD LIBRARY 3.249 0.42 WEST GREELEY CONSERVATION 0.414 0.05 TAXES FOR 2003 87.408 11.36 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 Weld County Treasurer Prusuant to the Weld County Subdivision Ordinance, the attached Statement(s) of Taxes Due, issued by the Weld County Treasurer, are evidence of the current status as of this date of all property taxes, special assessments and prior tax liens attached to this (these) account(s). Current yea 's taxes are due but not delinquent.Signed: � (i D_a Date: // 7/0 9 rn co EAST ELEVATION co cr 'Il sD NORTH ELEVATION o> co co WEST ELEVATION II lfre. 11.1 UHL - GREELEY, CO STORE ELEVATIONS SCALE: 3/32' SOUTH ELEVATION CT, 0 I r w LJ Al A ._ _, 1 L .L , . ._ I . I , I , I _ _, I . . • I EAST EiEYATI N u) Tr." ' m cc, cI) o 0Th ELEYAi1D1 Cc, CrI 1 co W IEST ELEVAIJIW ' Ifl (M UT, ED ` MEMO EtEYAIID4 SOUTH ELEVATION SLICE: I/16• T v. Nov 25 03 02: 44p KP"ENG I VEERS 970_3.959881 p• 'r EMERGENCY CONTACT INFORMATION PLEASE TYPE OR PRINT Business Name::u .`, l'l r D I.4cfet- Phone: el)0 -3 -7:i 2-- ( I Address: 1130 5eoEKTff 1 V9 • 6ferisay 06O. goto3J Business Owner: am i1e_D 3't r D//L^L4 1J7KTG—)V Phone: 5 al - 45 z- 2-34 / Home Address: f O 60)( 1]( 6550 61,40,014r4tdd. City: WOAD ma Mgt . .55787-0 5 Sa List three persons in the order to be called in the event of an emergency: TITLE ADDRESS PHONE 2S-Wit( i( 2ah rif- M,h(�+- -- tcI e M - Fr. &,�,r5 f7o-2-2-7 .664,J /4cpat- O&l5lPO .5&45 I 0AtAC id. (4a-it/ 17o -353-78f9 64 ,— $1s21 u! i 5t q7o • 3 81 jz Business Hours:14-n- 5:30PM Days: M-F 8- /2 5,t-7 • Type of Alarm: None Burglar Holdup Fire Silent Audible 7 Name and address of alarm company: ? 7 Location of Safe: g,-ne MISCELLANEOUS INFORMATION: AI Number of entry/exit doors in this building: AI Location(s): I — f4g i 1!1{i LY - j-50urff r 19c 2. Gig LEST 5the Is alcohol stored in building? NO Location(s): Are drugs stored in building? j{ 0 Location(s): Are weapons stored in building? a 0 Location(s): 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 Presentation UTILITY SHUT OFF LOCATIONS: Main electrical: L( #1 -rif(5 TI m6 Gas shut off: Exterior water shutoff:• Interior water shutoff: -5- ENGINEERS April 29,2004 Mr. Kim Ogle Weld County Department of Planning Services 1555 N. 17'h Avenue Greeley, Colorado 80631 Re: Responses to Site Plan Review Comments for United Building Center SPR-369 KBN Project No. 03024 Dear Kim, Please find attached the following items for the United Building Center project: I. One(1)set of construction plans, sheets 1 through 4 of 4. We received the County's review comments on March 19,2004. We have reviewed these comments and offer the following responses. We have included each of the County's comments followed by our response below: This site plan review is approved with the attached conditions: Comment 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) Response: The required signature blocks have been added to the Site Plan. So noted. • Comment 2: Prior to recording the Site Plan Review plat, the applicant shall address the following to the Department of Planning Services'satisfaction: 221: 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) Response: See attached copy. 2B: The Public Works Department will conduct a thorough review of the site once the requested information is submitted Written evidence of compliance with the Public Works Department requirements shall be submitted in writing to the Weld County Department of Planning Services. (Department of Public Works) Response: See Peter Schei, Public Works Department,comments below. 2C: The applicant shall provide written evidence to the Department of Planning Services from the Union Pacific Railroad concerning fencing adjacent to the main line track and the proposed drainage for this facility. (Union Pacific Railroad) Response: See Union Pacific Railroad Co. comments,below. 2D: The applicant shall attempt to address the requirements of the City of Greeley, as outlined in their referral dated February 20, 2004. Written evidence of such shall be submitted in writing to the Weld County Department of Planning Services. (City of Greeley) Response: See City of Greeley Planning Department comments, below. 2E: 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. Written evidence of such shall be submitted in writing to the Weld County Department of Planning Services. The plan shall include at a minimum, the following: Ketterling, Butherus £r Norton Engineers, LLC. 820 8th Street / Greeley,Colorado 80631 / tel 970-395-9880 / fax 970-395-9881 1) A list of wastes which as 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) Response: Submitted to Weld County Department of Planning Services on 4/26/04 by UBC. Comment 3: The plat shall be amended to delineate the following: 14: 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) Response: The proposed parking will comply with all of the aforementioned Sections of the Weld County Code. 38: The applicant shall provide forty(40)parking stalls for current use and an additional twenty(20)parking spaces for future uses associated with this facility. The breakdown of required parking spaces required is as follows: USE AREA CURRENT FUTURE TOTAL Warehouse 12,500 SF 17 20 37 1,750 SF 4 Office One space/2 Employees 5 0- 5 Showroom(Retail) 5,250 SF 14 -0- 14 Total Parking 40 20 60 Requirements The dimensions of the parking stalls shall adhere to Section 23-4-30.R, Appendix 23-A of the Weld County Code. (Department of Planning Services) Response: Thirty-eight(38)paved 9' x 20'parking spaces are now provided. Two paved 11' x 20' universal ADA parking spaces(i.e. van and car accessible)with a 5' access aisle in between are provided for a total of 40 spaces. 3C: (Not included) 3D: Easements shall be shown in accordance with County standards, also dimensioned on the site plan. (Department of Public Works) Response: The only proposed easement is the detention/drainage easement that is shown and dimensioned on the site plan. 3E: The applicant shall delineate the location of all curb stops in the parking areas per Section 23-4-30.D of the Weld County Code. (Department of Planning Services) Response: Curb blocks are now shown on the plans. 3F: The applicant shall adhere to the lighting requirements for off-street parking spaces per Section 23-4-30.E of the Weld County Code. This shall include the ADA requirements for this site. Parking Lots shall conform to all standards of the Americans with Disabilities Act. This site will be required to meet all requirements of the American Disability Act(ADA). ADA parking spaces are twenty (2)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(County Road 39). 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. (Departments of Planning Services, Public Works) Response: All lighting standards for off-street parking will be met by Revard Construction&Managers. Two paved 11' x 20' universal ADA parking spaces(i.e.van and car accessible)with a 5' access aisle in between are provided. Handicap ramps provide an accessible route from the designated parking to the sidewalk and building. 2 The general public will not normally access the UBC site from County Road 39 by foot. Therefore, it is our understanding that the paved entrance to County Road 39 is adequate for ADA requirements. 3G: The applicant shall adhere to the lighting standards, in accordance with Section 23-2-250 and Section 23-3-250.8.6 of the Weld County Code. (Department of Planning Services) Response: All lighting standards for off-street parking will be met. 3H: 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, the applicant shall delineate that it is screened from adjacent parcels and all right-of-ways. (Department of Planning Services) Response: A noted delineating that the dumpster will be screened from view has been added to the site plan. 31: 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) Response: A 6' high chain link with 3-strand barbed wire on top and vinyl slats to screen the view will be installed around the perimeter of the northern first phase of this project. 3.1: 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. (Department of Planning Services) 2. A Plant Material List spec flying 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 B&B. (Department of Planning Services) 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. (Department of Planning Services) 4. The size, type and color of the gravel mulch shall be noted. (Department of Planning Services) 5. The method of native grass planting shall be called out as drilled or broadcast and applied at a rate of how many pounds per acres, and/or pounds per square foot. (Department of Planning Services) Response: Submitted to Weld County Department of Planning Services on 4/26/04 by UBC. 3K: The applicant shall amend the drawing to reflect the requirements of the Union Pacific Railroad as stated in their referral dated February 6, 2004. Written evidence of a new agreement and/or compliance with the stipulations of the Union Pacific Railroad shall be submitted in writing to the Weld County Department of Planning Services. (Union Pacific Railroad, Department of Planning Services) Response: See Union Pacific Railroad Co. comments,below. 3L: The property owner shall attempt to address the requirements(concerns) of the Eaton Fire Protection District, as stated in the referral response received February 9, 2004. Written evidence of such shall be submitted in writing to the Weld County Department of Planning Services. (Department of Planning Services) Response: See attached letter. 3M: The property owner has submitted a plan describing any proposed on-site signs. Any proposed sign shall adhere to Sections 23-4-100 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) Response: All signage will adhere to Sections 23-4-100 of the Weld County Code. Building permit will be applied for at a later date. 3N: 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 February 19, 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) Response: See Peter Schei,Public Works Department comments below. 3 3O: 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 March 1, 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) Response: See Charlotte Davis,Weld County Environmental Health comments below. 3P: The following notes shall be placed on the plat: (Notes excluded in this letter.) Response: All of the listed notes have been added to the plat. Comment 4: Prior to the release of building permits: 4A: A Final Site Plan and building construction plans must be submitted to the Eaton Fire Protection District for review and approval. The applicant shall submit written evidence of approval to the Department of Building Inspection. (Eaton Fire Protection District) Response: See attached letter. 4B: The applicant shall submit two complete sets of blueprints to the Weld County Department of Building Inspection. (Building Department) Response: So noted. Comment 5: One month prior to construction activities: SA: The applicant shall submit evidence of a Colorado Discharge Permit System or CDPS permit from the Colorado Department of Public Health and Environment(CDPH&E), Water Quality Control Division, to cover storm water discharges from construction sites (5 CCR-1002-61). Alternately, the applicant can provide written evidence to the Environmental Health Services Division that they are not subject to the CDPS requirements. (Department of Public Health and Environment) Response: The CDPS permit application has been submitted by Revard Construction& Managers. Comment 6: Prior to issuance of the Certificate of Occupancy: 6A: An individual sewage disposal system is required for the proposed office/showroom and warehouse and shall be installed according to the Weld County individual Sewage Disposal Regulations. (Department of Public Health and Environment) Response: A septic system designed by Northern Colorado Geotech will be installed. 6B: 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) Response: See response to comment 6A above. 6C: The Weld County Sheriffs office offers to schedule a walk through of the existing facility and enable the applicant to 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 David Tuttle, Sheriffs office at 970-356-4015 extension 2800 to schedule an appointment. (Department of Planning Services, Sheriffs Office) Response: The owner has been advised of this program. Peter Schei—Public Works Department Note: Weld County Public Works Department has reviewed this Site Plan Review request. Comments made during this phase of the process may not be all-inclusive, as other concerns or issues may arise during the remaining application process. Comment I: ADA requirements must be met for this site. Parking Lots shall conform to all standards of the Americans with Disabilities Act. Response: ADA requirements have been met in the design of the UBC site. See response to comment 3F above. Continent 2: The applicant shall submit a pavement design prepared by a licensed professional engineer in Colorado. Response: See attached pavement design by Northern Colorado Geotech. 4 Comment 3: The applicant must submit on-site Improvements Agreements. These agreements shall be approved by the BOCC prior to recording the site plan. Response: See comment 2A above Recommendation: The Public Works Department recommends approval of this Site Plan, based on compliance with Weld County Code and satisfying ADA requirements for access. Response: So noted. Union Pacific Railroad Co. Comment I: We have reviewed the request and find no conflicts with our interests. Response: So noted. Comment 2: Would ask that County requires adequate fencing along the track preferably 6'chain link fence. This adjacent track is a mainline track and subject to heavy train traffic. Thank you for your consideration. Response: A 6' high chain link with 3-strand barbed wire on top and vinyl slats to screen the view will be installed 2' east of the Union Pacific Railroad R.O.W. line on the northern portion of the proposed UBC site. The 2' offset is provided to allow any possible snowdrift to accumulate on the UBC property instead of the Railroad R.O.W. Comment 3: Need to ensure that proposed drainage does not increase the flow towards Railroad right-of-way. Response: Prior to construction,runoff from the Railroad R.O.W. flowed onto the proposed UBC site. After the UBC improvements are built,the water will still drain onto the UBC property and will be released undetained from the proposed detention pond. Dave Tuttle—Sheriff's Office Comment I: The sheriff's office has no concerns with this Special Use Permit. The sheriffs office would however be willing to provide a program entitled Crime Prevention Through Environmental Design to the developer. This program reduces the likelihood of criminal activity at a specific location by "hardening"it to crime. Response: The owner has been advised of this program. Comment 2: The Sheriff's Office lacks the ability to absorb any additional service demand without the resources recommended in the multi year plan provided to the Board of County Commissioners or as indicated by growth not considered at the time the plan was developed I have no other comments on this proposal. Response: The owner has been advised of this. Darrell Gesick—City of Greeley Planning Department Comment I: The outdoor storage of all materials should be screened from view of the public right-of-way. Screening could be accomplished through the use of a solid fence or wall of sufficient height to fully screen all of the stored materials, or through the use of landscaping which provides year-round screening, or berming, or through a combination offencing, walls and landscaping. Response: The northern portion of the UBC site will be screened from view all around via a proposed 6'high chain link perimeter fence with 3-strand barbed wire on top and vinyl slats. Comment 2: Outdoor storage should not be permitted within any setback,public right-of-way, or in landscape areas. Response: The owner has been advised of this and will take it into account. Comment 3: Items not customarily used or stored outside or made of material that is resistant to damage or deterioration from exposure to the outside environment should not be placed, stored, or maintained outside for a period in excess of twenty-four(24)consecutive hours. Response: The owner has been advised of this and will take it into account. Comment 4: The surface of a parking space, or maneuvering area for parking and driveway access to parking areas should consist of concrete or asphalt and shall be completely constructed prior to use of said areas and spaces. No parking should occur on unpaved surfaces or open space or landscaped areas. Response: All parking stalls are now paved with asphalt. S Comment 5: In no event should off-street parking or product service display areas be located within the required front, or side-on street setback, or other non-hard surfaced areas. Response: The owner has been advised of this and will take it into account. Comment 6: There should be two(2)parking spaces provided for every three(3)employees. Response: The number of parking spaces provided is as required by Weld County. Comment 7: All roof mounted mechanical equipment must be concealed from view of the public right-of-way by elements that are an integral part of the building or structure design through the use of related or similar materials and colors. Response: The developer and owner are aware of this suggestion. Comment 8: A landscape plans should be submitted which includes buffering from adjacent properties. Response: A landscaping plan has been submitted to the Weld County Department of Planning Services. Comment 9: Walls in excess of 50 feet in length are allowed to be visible from a public right-ofway if a minimum of 20 percent of the length of the wall projects or recesses at a minimum depth equal to 3 percent of the length of the wall and a change in materials and texture or a permanent architectural treatment or feature is provided. Response: The owner and developer are aware of this suggestion. Charlotte Davis—Weld County Environmental Health Environmental Health Services has reviewed this proposal for a commercial use-United Building Center. We have no objections to the proposal; however, we do recommend that the following conditions be part of any approval: Comment I: We recommend that the following requirements be met prior to allowing the plat to be recorded: A) 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). Response: Submitted to Weld County Department of Planning Services on 4/26/04 by UBC. Comment 2: We recommend that the following requirements be incorporated into the permit as conditions that must be met one month prior to construction activities: A) The applicant shall submit evidence of a Colorado Discharge Permit System or CDPS permit from the Colorado Department of Public Health and Environment(CDPH&E), Water Quality Control Division, to cover stormwater discharges from construction sites(5 CCR-1002-61). Alternately, the applicant can provide written evidence to the Environmental Health Services Division that they are not subject to the CDPS requirements. Response: The CDPS permit application has been submitted by Revard Construction&Managers. Comment 3: 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: A) An individual sewage disposal system is required for the proposed office/showroom and warehouse and shall be installed according to the Weld County Individual Sewage Disposal Regulations. B) The septic system is required to be designed by a Colorado Registered Professional Engineer according to the Weld County Individual Sewage Disposal Regulations. Response: A septic system designed by Northern Colorado Geotech will be installed. Comment 4: We recommend that the following requirements be incorporated into the permit as development standards: 6 A) 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. B) 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 C) 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. D) The applicant shall operate in accordance with the approved "waste handling plan". E) Fugitive dust and fugitive particulate emissions shall be controlled on this site. F) This facility shall adhere to the maximum permissible noise levels allowed in the Commercial Zone as delineated in 25-12-103 C.R.S., as amended G) Adequate hand-washing and toilet facilities shall be provided for employees and patrons of the facility. H) Any septic system located on the property must comply with all provisions of the Weld County Code, pertaining to Individual Sewage Disposal Systems. The future proposed warehouse and shall be installed according to the Weld County Individual Sewage Disposal Regulations. The septic system is required to be designed by a Colorado Registered Professional Engineer according to the Weld County Individual Sewage Disposal Regulations. I) The facility shall utilize the existing public water supply. (North Weld County Water District) J) 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). K) If applicable, the applicant shall obtain a storm water discharge permit from the Colorado Department of Public Health&Environment, Water Quality Control Division. Response: The requirements have been added as notes to the Site Plan. We believe we have addressed the County's concerns and the owner/developer are anxious to get this project underway. Please call if you have any additional questions or concerns. Thank you, nn� 3:4-4142 Luke Shawcross,E.I. 7 5942, UNITED BUILDING CENTERS 1130 7TH AVE GREELEY, CO 80631 970-352-5171 FAX: 970-352-0121 MEMO DATE: 4/26/04 TO: CHARLOTTE DAVIS, ENVIRONMENTAL HEATH FROM: CRAIG ZOLLNER, MANAGER SUBJECT: 1.1, 1.2, 1.3 SPR 3/01/04 1. LIST OF WASTE GENERATED ON SITE: - PAPER & CARDBOARD WRAPPINGS ON LUMBER AND SHEET GOODS - CARD BOARD BOXES ON SHIPMENTS - PAPER FROM OFFICE USE - WOODEN PALLETS (NOT RECYCLED) WE CURRENTLY USE 2- 8CY & 1- 2CY DUMPSTERS PER MONTH. 2. NO CHEMICALS OR HAZARDOUS WASTE ARE STORED OR USED IN THIS FACILITY 3. WASTE MANAGEMENT 500 E. VINE DRIVE FT. COLLINS, CO 80524 4. TRUCKS ARE SERVICED OFF SITE @ WELD COUNTY GARAGE TRUCKCITY 1415 1ST AVE GREELEY, CO 80631 (970) 352-8970 5. FORK LIFTS ARE SERVICED ON SITE BY: FORKLIFT SYSTEMS OF COLORADO 5750 FAIRFAX ST. COMMERCE CITY, CO 80022 For Asenr‘Jsc Only GENE,' APPL1"A, ION COR-03 STORMWATER DISCHARGES Date Received ASSOCIATED WITH: Year Month Day CONSTRUCTION ACTIVITY (Permit No. COR-030000) Code: 9A 9B 9C(1) 9D(2) 9E(3) 9F(4) Please print or type. All items must be completed accurately and i r 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. 1. Name and address of the permit applicant: Company Name REVARD CONSTRUCTORS AND MANAGERS. INC. Mailing Address 31099 WCR 41 City, State and Zip Code GREELEY CO 80631 Phone Number(970) 352-1112 Who is appl'ing? Owner Developer ❑ Contractor Federal Taxpayer(or Employer) ID#: _8_ 4 -_1_ 0 4 7 5 3 7 • Entity Type: Private X. Federal ❑ • State County ❑ City ❑ Other: Local Contact(familiar with facility) JOHN REVARD Title PRESIDENT Phone Number(970) 352-1112 2. Location of the construction site: Street Address 32825 CR 41 City, State and Zip Code LUCERNE, CO 80646 County WELD Name of plan or develoiment NEW BUILDING MATERIALS CENTER Latitude and Longitude LAT: 40°28'34" LONG: 104°41'48" 3. Briefly describe the nature of the construction activity: BUILDING 23.600 SF OF BUILDING (3) TO HOUSE Ai BUILDING MATERIAL CENTER: WITH AN OUTSIDE GRAVELED STORAGE YARD AND A STORM WATER DETENTION POND ON THE SOUTH END. 2/02/const -1- 4. AnHelpafed constructio,, schedule (SEE INSTRUCTIONS!): Commencement date: _ MAY 10, 2004 Completion date: DECEMBER 31, 2004 5. Area of the construction site: Total area of project site (acres) 8 ACRES Area of project site to undergo disturbance(acres) 8 ACRES If project site is part of a Larger Common Plan of Development or Sale, total area of common plan to undergo disturbance(see Instructions) , 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): THE ULTIMATE RECEIVINd WATER WILL BE THE POUDRE RIVER VIA THE EATON DRAW DITCH 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 ani aware that there are significant penalties for falsely ce ifying the completion of said SWMP, including the poss%bility of fine and imprisonment for knowing violations." i 1 4/27/04 __T Siature of Applicant Date Signed JOHN REVARD PRESIDENT 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 sig ficant penalties for submitting false information, including the possibility of fine or imprisonment." Si 4/27/04 f n re of Applicant Date Signed JOHN REVARD PRESIDENT Name (printed) Title 102/cons[ _2_ '., UNITED BUILDING CENTERS 1130 7TH AVE GREELEY, CO 80631 970-352-5171 FAX: 970-352-0121 MEMO DATE: 4/26/04 TO: CHARLOTTE DAVIS, ENVIRONMENTAL HEATH FROM: CRAIG ZOLLNER, MANAGER SUBJECT: NOISE LEVELS THIS FACILITY SHALL ADHERE TO THE MAXIMUM PERMISSIBLE NOISE LEVELS ALLOWED IN THE COMMERCIAL ZONE AS DELINEATED IN 25-12- 103 C.R.S., AS AMENDED !- ' . T NFL_ ! V74-' WELD COUNTY DEPARTMENT urPUBLIC HEALTH &ENVTRONM^i 5 b �v 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-0400120 Receipt Number: HAP-04120 04-15-2004 Amount: $400.00 Payment Method: Check Notation: 097840 Owner Name: LANOGA CORP DBA UNITED BUILDING CENTERS Applicant Name: REVARD JOHN/REVARD CONSTI4UCTORS Parcel Number: 080319 Location: 32825 CR 39 Account Code Descriptioh Amount 2560-41400-4221-4203 New Septid Permit $400.00 2560-41400-4221-4203 Repair Septic Permit $0.00 256041400-4221-4203 Vault Pent $0.00 2560-41400-4221-4203 Variance Request $0.00 Description: OFFICE BUILDING Commercial: (Y/N) Y Residential: (Y/N) N Acres: 8 Number of Persons: 20 Basement Plumbing: (Y/N) N Number of Bedrooms: 0 Bathrooms: Full - 0 3/4: 1 1/2: 1 Water Public: (Y/N) Y Water Supply: NWCWD Water Private: (Y/N) N Cistern: (Y/N)N Wel1: (Y/N) N Well Permit Number: TERMS AND}O011101 g A permit fee,as set by separate ordinance of the Board of Weld County Cotmmissioners,shall be required of applicants for new individual sewage disposal systems(ISDS),payable at time of application. Permit fees are non-refundable:permit abdication are nal-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!SOS permit 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 unlessl,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. I. 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 mandatoryandadditional tests and reports as may be required by the Weld County Department of Public Health and Environment(WCDPHE).The issuance df the permit is subject to such terms 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 th 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 WCDPH r evaluation for purposes of issui lied for herein.Applicant further understands that falsification or misrepresentation may resul the denial of the applicatio r revocation of an permit red,and in legal action of perjury as provided by law. X f/ I b, 0-6"— pw,6ter/Applicant Date Form:ktT HAPP 03/30/2004 13:50 970-395-0997 NORTH WtLU WAILR -- --• -- BOARD OF DIRFCTORS NORTH WELD COUNTY'a%'tTER DISTRICT -• 12, GARY SIMPSON 33247 HIGHWAY 85 • LUCERNE.CO 80648 r, .& ROBERT ARNBRECHTklaf( '� • CHARLES AGHZIGER _ ., DON POSSELT,DISTRICT MANAGER RALPH PRIOR P.O.BOX 56 • PHONE(970)356-3020 • FAX(970)395-0997 JOHN JOHNSON e-mail: water@nwcxd.org March 30,2004 United Building Centers 1130 7a Ave. Greeley,CO 80631 970.353.0910 This letter is in response to your inquiry regarding water service to the following described property, 32825 WCR 39,in a portion of the E'A of the NE'A of Section 19,T6N,R65W of the 611'Prime Meridian. Parcel Number:090319100052,Lot B RE 0803-19-1 AMRE-763 • 2.North Weld County Water District is able and intends to provide water service to the above-mentioned property, provided all requirements of the District are satisfied. If contracts have not been completed with North Weld County Water District within one year from the date of this letter,the District may refuse to supply water to the above- mentioned property. The District reserves this right to refuse service,in the event that raw water is unavailable,and for pipeline or Filter Plant capacity is not capable to provide additional service. Before a water tap may be purchased,the applicant must provide a copy of a Warranty Deed,a Physical Address and this letter. Water tap/service shall be placed on the ghysical property,defined by a legal description. In case of a Recorded Exemption,the water tap shall only serve the-parcel that the water tap is located on. Service shall NOT cross the legal description of one parcel to serve the other parcel,unless an easement has been recorded for the water service and has been approved by the District. The District recommends that anticipated raw water be purchased through the District The District guarantees treatment and delivery of water purchased. All water that Is delivered with surcharge is subject to water availability. Water purchased through the District shall be 70%delivery of an Acre-Foot of water(228,000 gallons),if the allotment for Colorado-Big Thompson(CBT)project water,which is determined by the Northern Colorado Water Conservancy District,is 50%or greater.North Weld County Water District will restrict the delivery as necessary when the CBT allotment is less than 50%. A portion of the Raw Water Fee is utilized by the District to construct storage reservoirs. North Weld County Water District does offer a Residence Only"RO"water tap. Water may be used for any purpose with this tap:but the user will be penalized when year-to-date usage exceeds the allotment. With this option the customer purchases only''/]of the Raw Water Unit. Therefore the District will deliver 35%of an Acre-Foot of water (114,000 gallons),if the allotment for Colorado-Big Thompson(CBT)project water,which is determined by the Northern Colorado Water Conservancy District,is 50%or greater. North Weld County Water District will restrict the delivery as necessary when the CBT allotment is less than 50%. With purchasing a RO tap,the customer is charged a different water surcharge rate than a normal customer. Refer to the following page for current rates. The Plant Investment Fee pays for the infrastructure required to deliver 1 AFU(228,000 gallons). If usage exceeds the number of Plant Investments that were purchased,an additional Conservation Charge will be applied to your account. Plant Investments may be purchased to increase the amount of water to be delivered and avoid the Conservation Charge. Refer to the following page for a break down of the Districts'Tap Fees and Usage Rates. Sincerely, GAr�f Alan Overton North Weld County Water District PALegal DoeumennLLmer or IntentV004WnitedDuildingCentr(0330AA).dot 1 oft BOARD OF DIRECTORS NUK I I-1 VVCLU vv., . 33247 HIGHWAY 85 • LRNE,CO 80646 GARY SIMPSON ROBERT ARNBRECHT DON POSSELT,DISTh._ MANAGER CHARLES ACHZIGER RALPH PRIOR P.O.BOX 56 • PHONE(970)356-3020 • FAX(970)395-0997 • JOHN JOHNSON a-mall: water@nwwd.org March 30,2004 The Tap Fees quoted below,shall be valid for ten(10)business days from the date the applicant receives this letter and the tap fees must be paid within the ten(10)business days to receive the fees as quoted below. After ten(10)business days,the costs will be subject to the then in effect rates(current cost)established by the District. The District is not responsible for notifying individuals,banks,lenders,prospective buyers,real estate agents or anyone else in an manner,of a chan:e of rates and or fees. INSTALLATION COST $12,000 Meter Set Fee Range/Road Raw Water for an Acre-Foot Unit(AFU) Bore R-•rued $2,000-$4 000 Base Portion of Plant Investment Fee $7,500 Meter Set Fee Billed at Actual Distance Portion of Plant Investment Fee $5 400 Cost Once Meter is Set 18 miles $24 900.00 TOTAL U•-Front COSTS Price is valid for ten 10 business da s from receivin:this letter. 45 .si to 60 •si ellUtt" a. 60 •si a After the water tap has been purchased(R &Plant Investment Fee)the applicant has one year in which to have the meter set. The District requires 45 days been set within twelve months from the purchase prior date and the applicant requests to relinquish the me not ter,the District shall refund the applicant 98%of the purchase price paid by applicant. If the meter remains unset for thirteen to eighteen months after the initial purchase date and the applicant requests to relinquish the meter,the District shall refund the applicant 10%of the purchase price paid by applicant. of the applicant purchasing the meter and the If the applicant does not choose to relinquish the meter within one year pP meter remains unset,the account will begin billing the minimum monthly amount. • Usa:a Rates and Fees Cha :e or Rate ilierellrr $22.50 Minimum i• 0 to 10 000 :,lions $2.25 •er 1,000 allons IO.000 : Ilons and u• Water Rental Fee North Weld County Water District no longer allows the renting of water from the District to stay out of surcharge. The District plans on adjusting the Water Surcharge Rate based on the District's water supply and the current • market price of water. Water Surcharge Surcharge will be assessed when an account's year to date usage exceeds their annual allotment. Currently surcharge s delivery. uTHIS 50.15 per 1,000 IS N0T11ons. This fee is to recover the District's cost to obtain APPL CABLE FOR A RESIDENCE ONLY`RO' TAP.druonal water rights for • Rate Differential Charge North Weld County Water District's customer have the option of transferring Colorado Big Thompson(CDT) T) Project Water that they own or control to the District,on an annual basis. This water is utilized to increase the amount of raw water allocated to a tap. The District will treat and deliver this water without water surcharge. A Rate Differential charge of$20.00 per acre-foot will be assessed on all of these transfers. Plant Investment Surcharge When an account's year to date usage exceeds their Plant Investment Allotment(#of Equivalent Taps x 228,000 gallons),a surcharge will be assessed. The transfer of additional water will not remove this charge. Additional Plant Investments must be .urchased to increase the allotment and reduce the Plant Investment Surchar es. 0 to 456,000 gallons above the Plant Investment Allotment $3.15 .er 1,000 allons More than 456,000 gallons above the Plant Investment Allotment $1.30 .er 1 000 :allons Residential Only"RO"Taps Also known as Inside-Use Only taps. The water surcharge for a RO tap is currently$4.00 per 1,000 gallons. This 000 allons. IIsurcharge is assessed when an account's year to date usage exceeds 114, g PNtgal Documenu\Letter of InrantiO04\United0uildin1CeeteK03-30-04)doe 2 oft I Apr 28 04 10: 23a N C.9„ko Geotech 370 500 3242 p. 1 2Q Northern Colorado Geotech April 28, 2004 2956 29th Street, Unit 21 Greeley,Colorado 80631 Phone: (970)506-9244 Fax: (970)506-9242 Revard Constructors and Managers 31099 Weld County Road 41 Greeley, Colorado 80631 Attn: Mr. John Revard Re: Addendum to Geotechnical Engineering Report Proposed Lumberyard Weld County Road 39 and Highway 392 Northern Colorado Geotech Project No. 186-03 Northern Colorado Geotech has been asked to review the pavement section for the asphalt parking areas at the proposed UBC lumberyard to be located in Lucerne, Colorado. The soils at the site consist of sandy lean clay that randomly grades to silty clayey sand. The soils should provide a relatively stable subgrade soil for pavement. Based on the classifications and group index of the soils and the anticipated traffic for the paved areas, we recommend that the pavement section include 4 inches of asphalt over 4 inches of Class 6 Base Course. If you have any questions concerning this report or any of our consulting services, please do not hesitate to contact us. Sincerely, NORTHERN COLORADO GEOTECH spec 3496 Prepared by: ,otTh V u c. < Wan- 5. Doug Leafgden, . � President k3 "7 Reviewed by: Gary G. Weeks, P.E. Vice President Copies to: Addressee (2) mkt. 1 M f t-I L It Po Hor • 21 . 2604 6 . U6PM 3L + 4 , �u • J338 F . EATON FIRE PROTECTION DISTRICT 50 SOUTH MAPLE AVENUE,EATON COLORADO 80615 970-454-2115 FAX 970-454-2164 FIRE PREVENTION BUREAU Notice of Compliance April 27, 2004 Revard Constructors &Managers Inc. 31099 WCR 41 Greeley, Co 80634 Dear John Revard: Thank you for the cooperation that was extended to me by you during our recent meeting for your facility. After reviewing the plans, Weld County Referral case number SPR- 369 is approved. If you have questions or concerns please feel free to call the Fire Prevention Bureau at the above number. Sincerely, ct4ector Brian Parker Eaton Fire Protection District Fire Prevention Bureau Aor . 27 . 2004 6 : 11PM No . 0939 P . 2 EATON FIRE PROTECTION DISTRICT 50 SOUTH MAPLE AVENUE,EATON COLORADO 80615 970-454-211.5 FAX 970-454-2164 EIRE PREVENTION BUREAU April 27, 2004 Weld County Planning Department 1555 N 17th Ave. Greeley, Co 80613 Case Number: SYR-369 Applicant: Landga Corporaation (United Building Corporation) After reviewing the plans, Weld County Referral case number SPR-369 is approved. If you have questions or concerns please feel free to call the Fire Prevention Bureau at the above number. Sincerely, / — Ifispector Brian Parker Eaton Fire Protection District Fire Prevention Bureau 04/27/2004 17:47 9703b34bL/ rtcvr,rtu uu.�i R•�w•.. PoR-27-2004 03:55P FROM: .-+ TO:19703534617 P:l't Colorado 26994 Weld County Road 15 Erosion Loveland, Colorado 80537 Office 970-567-3281, Fax 970-593-3126 Control, llc Fax Cover sheet To: Jobo Revard Regarding: geed mix at Lueern seeding Date: May 27, 2004 Fax Numbers 970-353-4617 Number of Pages: 1i 1 John, The seed mix is as follows. PLS pounds per acre Western Wheatgrass 25% Sideoats Gramma 25% Blue Gramma 25% Buffalo Grass 25% 22 PLS pounds per acre. 100% Thank You, Wagner Kelley GM, CEC, LLC. 3 a UNITED BUILDING CENTERS 1130 7TH AVE GREELEY, CO 80631 970-352-5171 FAX: 970-352-0121 MEMO DATE: 4/26/04 TO: KIM OGLE, PLANNER FROM: CRAIG ZOLLNER, MANAGER SUBJECT: SPR I THE PERIMETER OF THE BUILDING SITE AND LUMBER STORAGE AREA WILL BE BLOCKED WITH A SIX FT HIGH CHAIN LINK FENCE WITH 3 STRAINS OF BARBWIRE ABOVE AND SCREENING SLATS INSERTED INTO THE CHAIN LINK FENCE. 35 UNITED BUILDING CENTERS 1130 7TH AVE GREELEY, CO 80631 970-352-5171 FAX: 970-352-0121 MEMO DATE: 4/26/04 TO: KIM OGLE, PLANNER FROM: CRAIG ZOLLNER, MANAGER SUBJECT: 3J SPR LANDSCAPE PLAN 1. INSTALLATION IS SCHEDULED AFTER THE ASPHALT PAVING IS DONE. SINCE WE DON'T HAVE A PERMIT WE CAN NOT GIVE YOU A DATE. 2. TREES ARE 2" CAL SKYLINE HONEY LOCUST B&B; TO BE AMENDED WITH COMPOST @ THE RATE OF 1/3 COMPOST TO 2/3 EXISTING SOIL 3. LANDSCAPING MAINTENANCE SCHEDULE: DONE BY CRAIG ZOLLNER TREES: WATERED 1X A MONTH MAY- OCT WEEDS: 1X A MONTH APRIL - OCT GRAVEL: WEEDING 1X A MONTH APRIL- OCT MAINTENANCE IS ON-GOING AND SHALL NOT END UPON FINAL ACCEPTANCE BY THE DEPARTMENT OF PLANNING SERVICES. 4. 1 'h INCH RIVER ROCK NATURAL COLOR OVER LANDSCAPE FABRIC. NO MULCH. 5. PENDING - Apr 27 2004 6 : rPM No 0939 ' . 1 50 South Maple Avonuo '_ Eaton Colorado 80615 Eaton Fire Protection Phone: (970)454-2115 DIStrIGt . Fax: (970) 454-2164 To: k iIr ! O5I Ci From: Bl/ad arkeao /-i/c4" Fax: 2 to q --- .(#e Li 9 ..... . ._.._ Date: 7/Z2 _.._. ...... Phone: ScS _ 6, too Pages: t Re: andyC0Y/9 . (ase 1 SP -S/ c; o Urgent O For Review O Please Comment ❑ Please Reply Cl Please Recycle Comments: 3iwk UNITED BUILDING CENTERS 1130 7TH AVE GREELEY, CO 80631 970-352-5171 FAX: 970-352-0121 MEMO DATE: 4/26/04 TO: KIM OGLE, PLANNER FROM: CRAIG ZOLLNER, MANAGER SUBJECT: SPR H 4/26/04 THE TRASH DUMPSTER WILL BE BLOCKED FROM PUBLIC VIEW WITH SCREEN FENCING 38# 3<J 3 O UNITED BUILDING CENTERS 1130 7TH AVE GREELEY, CO 80631 970-352-5171 FAX: 970-352-0121 MEMO DATE: 4/26/04 TO: KIM OGLE, PLANNER FROM: CRAIG ZOLLNER, MANAGER SUBJECT: PARKING SPACES 3B AT THIS TIME THE FUTURE BUILDINGS ARE INCLUDED JUST FOR PLANNING PURPOSES. IF WE DECIDE TO BUILD THOSE BUILDINGS AT A FUTURE DATE WE WILL BUILD THE ADDITIONAL 20 PARKING SPACES THAT ARE REQUIRED. THEREFORE WE ARE SUBMITTING OUR PLANS WITH 40 PARKING SPACES. 2 � ....., UNITED BUILDING CENTERS 1130 7714 AVE GREELEY, CO 80631 970-352-5171 FAX: 970-352-0121 MEMO DATE: 4/26/04 TO: KIM OGLE, PLANNER FROM: CRAIG ZOLLNER, MANAGER SUBJECT: 2E SPR 3/1/04 1. LIST OF WASTE GENERATED ON SITE: - PAPER & CARDBOARD WRAPPINGS ON LUMBER AND SHEET GOODS - CARD BOARD BOXES ON SHIPMENTS - PAPER FROM OFFICE USE -WOODEN PALLETS (NOT RECYCLED) WE CURRENTLY USE 2- 8CY & 1- 2CY DUMPSTERS PER MONTH AT OUR CURRENT LOCATION. 2. NO CHEMICALS STORED, USED OR'SOLD ON SITE. 3. WASTE MANAGEMENT 500 E. VINE DRIVE FT. COLLINS, CO 80524 (970) 482-6319 4. TRUCKS ARE SERVICED OFF SITE as WELD COUNTY GARAGE TRUCKCITY 1415 1ST AVE GREELEY, CO 80631 (970) 352-8970 5. FORK LIFTS ARE SERVICED ON SITE BY: FORKLIFT SYSTEMS OF COLORADO 5750 FAIRFAX ST. COMMERCE CITY, CO 80022 FORK LIFT SYSTEMS DISPOSES OF,OIL AND LUBRICANTS OFF SITE AS PART OF THERE CONTRACT. Avr • 20 . 2004 12 : 39PM Qc•- �,: ii r a; tt EXHIBIT AM Name of Subdivision or Planned Unit Development Filing: Location:32825 WCR 39,LUCERNE,CO LOT B OF RE0803-19-1 AMRE 763,S19,T6N,R65W Intending to be legally botmd,the undersigned Applicant hereby agrees to provide tbroughou this Subdivision or Planned Unit Development the following improvements. (Leave spaces blank where they do not apply) Improvements °aWbt LIgm Unit Estimated Construction Cost Site grading 1 LS 76567 76567 Street grading Street base Street paving 1 LS 24600 24600 Crabs,gutters,and culverts Sidewalk 1 LS 3000 3000 Storm sewer facilities Retentionponra 1 LS 9183 9183 Ditch Improvements Subsurface drainage Sanitary sewers Trunk and forced lines Mains Laterals(house cemented) On-site sewage facilities 1 LS 4600 4600 On-site water supply and storage Water Mains(includes bore) Fire hydrants Survey and street monuments and boxes Street lighting Street Names Fencing requirements 1 LS 13770 13770 1T�M1'l, - Ok. Landscaping 1 LS 7500 7500 ITr2&` t% re- Park improvements Road culvert Grass lined swale Telephone Gas Electric Water transfer SUB-TOTAL; Engineering and Supervision Costs S^0- (Testing, inspection, as-built plans and work in addition to preliminary and final plat supervision of actual construction by contractors) TOTAL ESTIMATED COST OF IMPROVEMENTS AND SUPERVISION S 140,707.00 Page 9 of 12 ;AP r .26 , 2004 112 : 39PM Ube, r'No • 8631 FP . 10-', 2 The above improvements shall be constructed in accordance with all County requirements and specifications,and confoamance with this provision shall be determined solely by Weld County,or its duly authorized agent Said improvements shall be completed according to the construction schedule set out in Exhibit AB.@ By: Lapoga Corporation Applicant 4 ®7iG - Applioaut Tom LArson, Vice President Dater April 21 ,20 04 _ Title (1f corporation, to be signed by President and attested to by Secretary,together with corporate seal) Attested: 2)1024f a _ ...... Dale Kukows t, Vice President O ti ere Page 10 of 12 Avr • 2b • 2004 12: 39PM U L '1iu • 3631 'P • Il' tL EXIIT AB@ Name of Subdivision or Planned Unit Development: Filing _ Location: Intending to be legally bound,the undersigned Applicant hereby agrees to provide throughout this Subdivision or Planned Unit Development the following improvements, All improvements shall be completed within years from the date of approval of the final plat. Construction of the improvements listed in Exhibit AA@ shall be completed as follows: (Leave spaces blank where they do not apply.) Aualravenrents - Time for Cott Site grading 10/31/2004 Street base Street pavine 10/31/2004 Curbs,gutters,and culverts Sidewalk 10/31/2004 Storm sewer facilities Retention ponds 19/31/2004 bite iggprovements Subsurface drainage Sanitary sewers Trunk and forced lines M@ins Laterals(house connected) On-site sewage facilities 10/31/2004 On-site water supply and storage Water mains Fire hvdrans Stingy aralittreet monuments and boxes Str tt.11gjglpg Street name siggg Fencing reouiremeats 10/31/2004 Landscaping 10/31/2004 Park improvements Road culvert Grass Nixed swale Telephone 9r4$ lactic Water Transfer SUB-TOTAL: Page 11 of 12 ADr , 26 : 2004 12 : 39PM 0" rio.codi V IL/ , j The County,at its option,and upon the request of the Applicant,may grant an e#evsion of time for completion for any particular improvements shown above,upon a showing by the Applicant that the above schedule cannot be met. By: Lanona Corporation Applicant AdOea- ApplicataG {iC� Tom Larson, Vice President Date: April 21 20 04 Title (If corporation,to be signed by President and attested to by Secretary,together with corporate seal.) Attested �j��Z�/sL t •RP•`d`•, Dale Kukows 1, Vice/y�/Presidentdottirt TtS , , stag Page 12 of 12 I; APr • 20 . 2004 12 : 36PM UBU U . 5 iF V . i / , 2 IMPROVEMENTS AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS (PRIVATE ROAD MAINTENANCE) THIS AGREEMENT,made and entered into this day of ,20 by and between the County of Welt,State of Colorado,acting through its Board of County Commissioners,hereinafter called"County,@ and Lanoga Corp dba United Building Centers hereinafter called"Applicant" WITNESSETR: WHEREAS,Applicant is the owner of,or has a controlling interest in the following described property in the County of Weld,Colorado: LOT B OF RE0803-19-1 AMRE 763,SECTION 19,TOWNSHIP 6N,RANGE 65 WEST Also known as 32825 wcr 39,Lucerne,CO WHEREAS,a Final Subdivision/Platmed Unit Development(PUD)plat of said property,to be known as has been submitted to the County for approval,and WHEREAS,relevant Sections of the Weld County Code provide tbatno Subdivision Final Plat,Planned Unit Development Final Plat,or Site Plan shall be approved by the County until the Applicant has submitted a Subdivision Improvement Agreement guaranteeing the construction of the public improvements shown on plans, plats and supporting documents of the Subdivision Final Plat,Planned Unit Development Final Plat,or Site Plan, which improvements, along with a time schedule for completion, are listed in Exhibits AA@ and AB@ of this Agreement. NOW,THEREFORE,IN CONSIDERATION OF the foregoing and of the acceptance and approval of said Final Plat,the parties hereto promise,covenant and agree as follows_ 1-0 Engineering Services: Applicant shall furnish,at its own expense,all engineering services in connection with the design and construction of the Subdivision or Planned Unit Development improvements listed on Exhibit AA,@ which is attached herein and incorporated herein by reference. 1.1 The required engineering services shall be piafinaned by a Professional Engineer and Land Surveyor registered in the State of Colorado,and shall conform to the standards and criteria established by the County for public improvements.. 1.2 The required engineering services shall consist of, but not be limited to, surveys, designs,plans and profiles,estimates,construction supervision,and the submission of necessary documents to the County, Page tofu M.YM w/,,/,L(OI,m.WaASO�AV92A0MPMTAM.496.WRM1t Avr • 26 . 2004 12 :36PM UBC iao • db31 P. 2/12 • 1.3 Applicant shall furnish drawings and cost estimates for toads within the Subdivision or Planned Unit Development to the County for approval prior to the letting of any construction contact. Applicant shall furnish one set of reproducible "as-built" drawings and a final statement of construction cost to the Comity.. 2 0 Ei is-of-Way and Easements: Before commencing the construction of any improvements heroin agreed upon,Applicant shall acquire,at its own expense,good and sufficient rights-of- way and easements on all lands and facilities traversed by the proposed improvements. 3.0 Construct= Applicant shall furnish and install, at its own expense, the Subdivision or Planned Unit Development improvements listed on Exhibit AA,0 which is attached hereto and incorporated herein by reference,according to the construction schedule set out in Exhibit AB@ which is also attached hereto and incorporated herein by reference. 3.1 Said construction shall be in strict conformance to the plans and drawings approved by the County and the specifications adopted by the County for suchpublicimprovements. Whenever a Subdivision or Planned Unit Development is proposed within threemiles of an incorporated community located in Weld County or located in any adjacent county,the Applicant shall be required to install improvements in accordance with the requirements and standards that would exist if the plat were developed within the corporate limits of that comtunity. If the incorporated community has not adopted such requirements and standards at the tone the Subdivision or Planned Unit Development is proposed, the requirements and standards of the County shall be adhered to. If both the incorporated community and the County have requirements and standards,those requirements and standards that are more restrictive shall apply 3 2 Applicant shall employ, at its own expense, a qualified testing company previously approved by the County to perform all testing of materials or construction that is required by the County, and shall furnish copies of test results to the County_ 3.3 At all times during said construction,the County shall have the right to test and inspect, or to require testing and inspection of material and work at Applicant's expense. Any material or work not conforming to the approved plans and specifications shall be removed and replaced to the satisfaction of the County at Applicant's expense 3.4 Applicant shall furnish proof that proper arrangements have been made for the installation of sanitary sewer or septic systems, water, gas, electric and telephone services. 3..5 Said Subdivision or Planned Unit Development improvements shall be computed according to the terms of this Agreement,within the construction schedule appeariogin Exhibit AB..@ The Board of County Commissioners, at its option, may grant an extension of the time of completion shown on Exhibit AB @ upon application by the Applicant subject to the terms of Section 6 herein. Page 2 of 12 Apr • 26 . 2004 12 :37PM UBC ,o, poai v , 3;' r1 40 Release of Liability: Applicant shall indemnify and hold harmless the County from any and all liability loss and damage County may suffer as a result of all suits,actions or claims of every nature and description caused by,arising from,or on account of said design and construction of improvements, and pay any and all judgments rendered against the County on account of any such suit,action or claim,together with all reasonable expenses and attorney fees incurred by County in defending such suit,action or claimwhether the liability,loss or damage is caused by, or arises out of the negligence of the County or its officers, agents,employees,or otherwise except for the liability,loss,or damage arising from the intentional torts or the gross negligence of the County or its employees while acting within the scope of their employment. All contactors and other employees engaged in construction of the improvements shall maintain adequate worker's compensation insurance and public liability insurance coverage, and shall operate in strict accordance with the laws and regulations of the State of Colorado governing occupational safety and health. (THERE TS NO SECTION 5) 6.0 Approval of Streets by the County_ Upon compliance with the following procedures by the Applicant,streets within a Subdivision or Planned Unit Development may be approved by the County as public roads and will be maintained and repaired by a Homeowners Association or,in its absence,the owners of lots within the Subdivision or Planned Unit Development. 6 1 If desired by the County, portions of street improvements may be placed in service when completed according to the schedule shown on Exhibit AB,@ but such use and operation shall not constitute an approval of said portions. 6 2 County may, at its option, issue building permits for construction on lots for which street improvements detailed herein have beat started but not completed as shown on Exhibit AB,@ and may continue to issue building permits so long as the progress of work on the Subdivision or Planned Unit Development improvements in that phase of the development is satisfactory to the County, and all terms of this Agreement have been faithfully kept by Applicant. 6.3 Upon completion of the construction of streets within a Subdivision or Planned Unit Development and the filing of a Statement of Substantial Compliance,the applicant(s) may request in writing that the County Engineer inspect its streets and recommend that the Board of County Commissioners partially approve them Not sooner than nine months after partial approval,the County Engineer shall,icon request by the applicant, inspect the subject streets,and notify the applicant(s)of any deficiencies. The County Engineer shall reinspect the streets after notification from the applicant(s)that any deficiencies have been corrected. If the County Engineer finds that the streets are constructed according to County standards,he or she shall recommend full approval, Upon a receipt of a positive unqualified recommendation from the County Engineer for approval of streets within the development,the Board of County Commissioners shall fully approve said streets as public but with private pay. Page 3 of 12 IAPr . 26 . 2004 X12: 37PM UBCr 'No• J631 !P • 4- t 7.0 General Requirements for Collateral: 7.1 The value of all collateral submitted to Weld County must be equivalent to One- Hundred percent(100%)of the value of the linprovanents as shown in this Agreement Friar to Final Nat approval,the applicant shall indicate which of the five types of collateral preferred to be utilized to secure theimprovemarts subject to final approval by the Board of County Commissioners and the execution of this Agreement. Acceptable collateral shall be submitted and the plat recorded within six(6)months of the Final Flat approval. If acceptable collateral has not been submitted within six(6) months then the Final Plat approval and all preliminary approvals shall automatically expire. Applicant may request that the County extend the Final Plat approval provided the cost estimates are updated and the development plans are revised to comply with all cement County standards, policies and regulations_ The improvements shall be completed within one (1) year after the Final Flat approval (not one year after acceptable collateral is submitted) unless the applicants) requests that this 4reernent be renewed at lean thirty(30)stays prior to its expiration and farther provides that cost estimates for the remaining Improvement$ are updated and collateral is provided in the amount ofOne,ftundred percent flQQ%)p fthsvalueof the improvements remaining to be completed If improvements arenotcompleted and the agreement not renewed within these time frames,the County,at its discretion,may make demand on all or a portion of the collateral and take steps to see that the improvements are made 7.2 The applicant may choose to provide for a phased development by means of designating flings of a Planned Unit Development Final Plat or Subdivision Final Flat. The applicant would need only to provide collateral for the improvements in each filing as approved. The County will place restrictions on those portions of the property that are not covered by collateral which will prohibit the conveyance of the property or the issuanre of building permits until collateral is provided or until improvements are in place and approved pursuant to the requirements for a Request for Release of Collateral. 73 The applicant intends to develop in accordance with Exhibits AM and AB.@ 8,0 jyprovennUrts Guarantee; The five types of collateral listed below are acceptable to Weld County subject to final approval by the Board of County Conatroesionerc.. 8.1 An irrevocable Letter of Credit from a Federal or State licensed financial institution on a form approved by Weld County. The Letter of Credit shall state at least the following: 8.1.1 The Letter of Credit shall be in an amount equivalent of One-Htmdredpeacent (100%)of the total value of the improvements as set forth in Section 6.0 and Exhibits AA@ and AB.@ 8.1..2 The Letter of Credit shall provide for payment upon demand to Weld County if the developer has not performed the obligations specified in the Improvements Agreement and the issuer has been notified of such default Page 4 of 12 • PPr • 26 . 2004 12 : 37PW bbU No•8631' P . b;/12 8.1.3 The applicant may draw from the Letter of Credit in accordance with the provisions of this policy. 8.1.4 The issuer of the Letter of Credit shall guarantee that, at all times the unreleased portion of the Letter of Credit shall be equal to a minimum ofOne- Hundred percent(100%)of the estimated costs ofoonple ingtheuncompieted portions of the required improvements, based on inspections of the development by the issuer. In no case shall disbursement for a general improvement item exceed the cost estimate in the Improvements Agreement (i.e., streets, sewers,water mains and leuda-aping,etc.). The issuer of the Letter of Credit will sign the Improvements Agreement acknowledging the agreement and its cost estimates.. 8.1.5 The Letter of Credit shall specify that fifteen percent(15%)of the total Letter of Credit amount cannot be drawn upon and will remain available to Weld County until released by Weld County 8.1.6 The Letter of Credit shall specify that the date of proposed expiration of the Letter of Credit shall be either the date of release by Weld County of the final fifteen percent (15%), or one year from the date of Final Plat approval, whichever occurs first Said letter shall stipWate that,in any event,the Letter of Credit shall remain in full force and effect until after the Board has received sixty(60)days written notice from the issuer of the Letter of Credit of the pending expiration. Said notice shall be sent by certified mail to the Clerk to the Board of County Commissioners, 8.2 Trust upon all of some of the proposed development or other property acceptable to the Board of County Commissioners provided that the following are submitted. 8.2.1 In the event property within the proposed development is used as collateral,an appraisal is required of the property in the proposed development by a disinterested Member of the American Institute of Real Estate Appraisers (MAI.) indicating that the value of the property encumbered in its current degree of development is sufficient to cover One-Hundred percent(100%)of the cost of the improvements as set forth in the Improvements Agreement plus all costs of sale of the property. 82.2 In the event property other than the property to be developed has been accepted as collateral by Weld County,then an appraisal is required of the property by a Member of the Institute of Real Estate Appraisers (M.A.I..) indicating that the value of the property encumbered in its current state of development is sufficient to coverOne-Hundred patent(100%)ofthe cost of the improvements as set forth in the Improvements Agreementplus all costs of sale of the property. 8.2.3 A title insurance policy insuring that the Trust Deed creates a valid encumbrance which is senior to all other liens and encumbrances. 8.2.4 A building permit hold shall be placed cm the encumbered property Rage 5 of 12 AAvr • 26 . 2004112 : 38PM UBC, '5ho • 3ti31 rN • b ' t 83 Escrow Agreement that provides at least the following: 8.3,1 The cash in escrow is at least equal to One-Hundred percent(100%) of the amount specified in the Improvements Agreement. 8.3.2 The escrow agent guarantees that the escrowed funds will be used for improvements as specified in the agreement and for no other purpose and will not release any portion of such finds without prior approval of the Weld County Board of Commissioners. 8 3.3 The escrow agent will be a Federal or state-licwsed bank or financial institution. 8.3.4 if Weld County determines there is a default of the Improvements Agreement, the escrow agent,upon request by the County,shall release any remaining escrowed funds to the County. 8.4 A surety bond given by a corporate surety authorized to do business in the State of Colorado in an amount equivalent to One-Hundred percent(100%)of the value of the improvements as specified in the Improvements Agreement. 8.5 A cask deposit made with the Cotmty equivalent to One-Hundredpercent(100%)of the value of the improvements.. e of collateral for the entire projcct or for a 9.0 Requesportion of Release f Collateral:Weld C the Applicant p must ent a Statem e t of Substantial portion of the project by ty, 1� Compliance from an Engineer registered in Colorado that the project or aportico of the project has been completed in substantial compliance with approved plans and specifications documenting the following: 9.1 The Engineer or his representative has made regular on-site inspections during the course of construction and the construction plans utilized are the same as those approved by Weld County. 9.2 Test results must be submitted for all phases of this project as per Colorado Department of Transportation Srhedbde for mindmmm materials sampling,testing and inspections found in the Colorado Department of Transportation(CDOT)Materials Manual 9.3 "As built"plans shall be submitted at the time the letter requesting release of collateral is submitted. The Engineer shall certify that the project "as-built" is in substantial compliance with the plans and specifications as approved, or that any material deviations have received prior approval from the County Engineer 9.4 The Statements of Substantial Compliance must be accompanied,if appropriate,by a letter of acceptance of maintenance and responsibility by the appropriate utility company,special district or town for my utilities_ 95 A letter must be submitted from the appropriate Fire Authority indicating the fire hydrants are in place in accordance with the approved plans. The letter shall indicate if the fire hydrants are operational and state the results of fire flow tests. Page 6of12 Avr • 26 . 2004 12 :38PM ubu NO bJI r • // : 9,6 The requirements in paragraphs 9.0 dui 9.5 shall be noted on the final construction plans. 9.7 Following the submittal of the Statement of Substantial Compliance and recommendation of approval of the streets by the County,the applicant(s)may request release of the collateral for the project or portion of the project by the Board. This action will be taken at a regularly scheduled public meeting of the Board. 9.8 The request for release of collateral shall be accompanied by"Warranty Collateral"in the amount of fifteen percent(15%)of the value of the improvements as shown in this Agreement excluding improvements fully accepted for maintenance by the responsible governmental entity,special district or utility company. 9.9 The warranty collateral shall be released to the applicant upon final approval by the Board of County Commissioners.- 10.0 RublindgElpacw When the Board of County Commissioners,pursuant to a rezoning, Subdivision or Planned Unit Development, requires the dedication, development and/or reservation of areas or sites other than Subdivision or Planned Unit Development streets and utility easements of a character, extent and location suitable for public use for parks, greenbelts or schools, said actions shall be secured in accordance with one of the following alternatives,or as specified in the Planned Unit Development(PUD)Plan,if any. 10.1 The required acreage as may be determined according to the Weld County Subdivision Regulations shall be dedicated to the County or the appropriate school district,for one of the above purposes Any area so dedicated shall be maintained by the County or school district 102 The required acreage as determined according to Chapter 24 of the Weld Cotuty Code, may be reserved through deed restrictions as open area,the maintenance of which shall be a specific obligation in the deed of each lot within the Subdivision or Planned Unit Development. 10..3 In lieu of laid,the County may require a payment to the County in an amount equal to the market value at the time of Final Plat submission of the required acreage as determined according to Chapter 24 of the Weld County Code Such value shall be determined by a competent land appraiser chosen jointly by the Board and the Applicant. The cash collected shall be deposited in an escrow account to be expended for parks at a later date. 11_0 ,Successors and Assigns: This Agreement shall be binding upon the heirs,executors,personal representatives,successors and assigns of the Applicant,and upon recording by the County, shall be deemed a covenant rtmning with the land herein described,and shall be binding upon the successors in ownership of said land. IN WITNESS WHEREOF,the parties hereto have caused this Agreement to be executed on the day and year first above written. APPLICANT: Lanoga Corporation Page 7of12 «,...�w�wmo"uw"Mwanve Rvr • 20 . 2004 12: 39PM UbU vo • Li i r . n; , 1 APPLICANT: AC ACU.412c..J -m'LE: Tom Larson, Vice President Subscribed and sworn to before me this 7 i 9r day of April ,20 04 My Commission expires: 1/31/05 Notary Public ..._ _ . IONG ::N;7�► NOTARY PUI3LIC-MINNESOTA WINONA COUNTY My Canndssion Wes Aft 31,21M5 ` ATTEST: BOARD OF COUNTY COMMISSIONERS WELD COUNTY,COLORADO Weld County Clerk to the Board ,Chair BY: Deputy Clerk to the Board APPROVED AS TO FORM: County Attorney Page 8 of 12 ENGINEERS May 10,2004 Mr.Kim Ogle Weld County Department of Planning Services 1555 N. 17th Avenue Greeley,Colorado 80631 Re: Written Evidence of Compliance with Union Pacific Railroad Requirements,United Building Center SPR-369 KBN Project No.03024 Dear Kim, We contacted Greg Larson of the Union Pacific Railroad on May 4,2004 to discuss his comments as stated in his Weld County Referral dated February 6,2004. We informed Mr. Larson that the UBC site will be built with a 6' chain link fence along the Railroad R.O.W.boundary,as the UPRR requested. In addition to the UPRR requirements,the fence will have 3-strand barbed wire on top and vinyl slats to screen the view. Also, we are not modifying the existing flow of stormwater runoff from the Railroad R.O.W.to the UBC site. Therefore,per UPRR request,we are not increasing the amount of stormwater runoff into the Railroad R.O.W. from the UBC site. Please consider this letter as written evidence of compliance with the stipulations of the Union Pacific Railroad. Please call if you have any additional questions or concerns. Thank you, Luke Shawcross, E.I. Ketterling, Butherus £t Norton Engineers, LLC. 820 8th Street / Greeley,Colorado 80631 / tel 970-395-9880 / fax 970-395-9881 :I a--; ENGINEERS May 10,2004 Mr. Kim Ogle Weld County Department of Planning Services 1555 N. 17th Avenue Greeley,Colorado 80631 Re: Responses to Site Plan Review Comments for United Building Center SPR-369 KBN Project No. 03024 Dear Kim, Please find attached the following items for the United Building Center project: 1. One(1)set of construction plans, sheets 1 through 4 of 4. We received the County's review comments dated May 3, 2004. We have reviewed these comments and offer the following responses. We have included each of the County's comments followed by our response below: 2C: The applicant shall provide written evidence to the Department of Planning Services from the Union Pacific Railroad concerning fencing adjacent to the main line track and the proposed drainage for this facility. (Union Pacific Railroad) Response: See attached letter for written evidence of compliance with the stipulations of the Union Pacific Railroad. 2D: The applicant shall attempt to address the requirements of the City of Greeley, as outlined in their referral dated February 20, 2004. Written evidence of such shall be submitted in writing to the Weld County Department of Planning Services. (City of Greeley) Response: See attached letter from United Building Centers,Re: "City of Greeley,2D,Feb 20". 3A: The vehicle parking and office area shall adhere to the Off-street Parking and Loading Requirements,per Sections 23-4-20.8, 23-4-30.A, Appendix 23-A, 23-4-30, and 23-4-50 of the Weld County Code. (Department of Planning Services) Response: We believe that the design for the proposed UBC site complies with all of the aforementioned Sections of the Weld County Code. 3K: The applicant shall amend the drawing to reflect the requirements of the Union Pacific Railroad as stated in their referral dated February 6, 2004. Written evidence of a new agreement and/or compliance with the stipulations of the Union Pacific Railroad shall be submitted in writing to the Weld County Department of Planning Services. (Union Pacific Railroad, Department of Planning Services) Response: See attached letter for written evidence of compliance with the stipulations of the Union Pacific Railroad. 3N: 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 February 19, 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) Response: Our original reply letter was forwarded by the Department of Planning Services to the Department of Public Works for review and approval. 30: 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 March 1, 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) Response: Our original reply letter was forwarded by the Department of Planning Services to the Department of Public Health and Environment for review and approval. Ketterling, Butherus & Norton Engineers, LLC. 820 8th Street / Greeley,Colorado 80631 / tel 970-395-9880 / fax 970-395-9881 Comment 4: Prior to the release of building permits: 413: The applicant shall submit two complete sets of blueprints to the Weld County Department of Building Inspection. (Building Department) Response: Two complete sets of blueprints will be submitted prior to the release of building permits. Comment 5: One month prior to construction activities: 524: The applicant shall submit evidence of a Colorado Discharge Permit System or CDPS permit from the Colorado Department of Public Health and Environment(CDPH&E), Water Quality Control Division, to cover stormwater discharges from construction sites(5 CCR-1002-61). Alternately, the applicant can provide written evidence to the Environmental Health Services Division that they are not subject to the CDPS requirements. (Department of Public Health and Environment) Response: The CDPS permit application has been submitted by Revard Construction&Managers. Comment 6: Prior to issuance of the Certificate of Occupancy: 6A: An individual sewage disposal system is required for the proposed office/showroom and warehouse and shall be installed according to the Weld County Individual Sewage Disposal Regulations. (Department of Public Health and Environment) Response: The proposed septic system will be installed according to Weld County Individual Sewage Disposal Regulations. A copy of the Septic Permit from the Weld County Department of Public Health and Environment is attached. 6B: 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) Response: The proposed septic system is designed by Northern Colorado Geotech. A copy of the Septic Permit from the Weld County Department of Public Health and Environment is attached. 6C: The Weld County Sheriff's office offers to schedule a walk through of the existing facility and enable the applicant to 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 David Tuttle, Sheriff's office at 970-356-4015 extension 2800 to schedule an appointment. (Department of Planning Services, Sheriff's Office) Response: See attached letter from United Building Centers,Re: "SPR 6C". We believe we have addressed the County's concerns and the owner/developer are anxious to get this project underway. Please call if you have any additional questions or concerns. Thank you, Luke Shawcross,E.I. 2 r-. UNITED BUILDING CENTERS 1130 7TH AVE GREELEY, CO 80631 970-352-5171 FAX: 970-352-0121 MEMO DATE: 5/4/04 TO: KIM OGLE, PLANNER FROM: CRAIG ZOLLNER, MANAGER SUBJECT: NORTH ACCESS GATE THE GATE ON THE NORTH SIDE OF THE PROPERTY IS FOR FIRE DEPT ACCESS ONLY. THE AREA NORTH OF THE RETAIL STORE IS FOR A SEPTIC TANK, LEACH FIELD AND PROPANE TANK STORAGE. IT IS NOT INTENDED FOR USE BY THE PUBLIC, ONLY FOR THE EATON FIRE DEPT IN CASE OF A FIRE. UNITED BUILDING CENTERS 1130 7TH AVE GREELEY, CO 80631 970-352-5171 FAX: 970-352-0121 MEMO DATE: 5/10/04 TO: KIM OGLE, PLANNER FROM: CRAIG ZOLLNER, MANAGER SUBJECT: SPR 6C DEPUTY SHERIFF ROY RUDISILL HAD A MEETING WITH ME AT 9:00 AM ON MAY 10, 2004 TO DO A WALK THROUGH OF THE NEW FACILITY. THE PAPERWORK IS IN PROCESS; AND WILL TAKE ABOUT 2 WEEKS TO RECEIVE FROM HIM. 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-0400120 Sec/Twn/Rng: 19-06-65 PERMIT Owner: LANOGA CORP DBA UNITED BUILDING CENTERS Applied: 04/15/2004 Applicant: REVARD JOHN/REVARD CONSTRUCTORS - Permit Type: CNEW C=Commercial,R=Residential + NEW,REPair,VauLT Parcel #: 0803-19- - - Location: 32825 CR 39 Legal Desc: Description: OFFICE BUILDING Commercial: Y Residential:N Acres: 8 - # of Persons: 20 B,4s4t,, l tlq4n r sN # of Bedrooms: 0 Bathrooms-Full: 0 3/4: 1 1/2: 1 Water Public: Y Water Source: NWCWD Water Private: N Cistern: N Well: N Well Permit Number: S Percolation Rate / Limiting Zone >F it C in Description % Ground Slope --- Direction Soil Suitable (Y/N) Y Engineer Design Required (Y/N) Y In 100 Year Flood Plain (Y/N) From the application information supplied and the on-site soil percolation data the following minimum installation specifications are required: Chambers Septic Tank 1 c o° gallons, Absorption Trench square feet or 6 Absorption Bed �(8 square feet In addition,C this permit is subject to the'following f �' additional�tt terms and n conditions: r s�^ vc CLCCOrNb� T� L',V\ 1nP2rS £esbryN . A t 1e IS �,rJv 1 =S S . rp \LI . ..;rcx,remtt^ss�,wenrn+«w€"x!e... OTICE 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 contingent upon the final inspection of the completed system by the Weld County Department of Public Health and Environment. X A.SV\ c to l r Form:S_PERMITN Environmental Health Specialist Date UNITED BUILDING CENTERS 1130 7TH AVE GREELEY, CO 80631 970-352-5171 FAX: 970-352-0121 MEMO DATE: 5/05/04 TO: KIM OGLE, PLANNER FROM: CRAIG ZOLLNER, MANAGER SUBJECT: CITY OF GREELEY, 2D, FEB 20 IN REFERENCE TO YOUR LETTER FROM THE CITY OF GREELEY WE ARE ENCLOSING A COPY OF THEIR 20 YEAR GROWTH PLAN. THE UBC SITE IS OUTSIDE THAT GROWTH PLAN; ALSO THERE IS NO IGA IN PLACE RIGHT NOW BETWEEN THE COUNTY AND CITY. THEREFORE, WE ARE MEETING THE STANDARDS THAT ARE APPLICABLE TO THE WELD COUNTY CODE ONLY AT THIS TIME. dmla , r '� I'F 92 Windsor uAEs .. —�,_� ) y °r r5� ,ks /�pI'js4pKyy�w..< tl 1_ wCNA 'L �'t qt.:4' POYand — aid-H.l`•e >.. ? {' 1t.�rfaxA FF 'T` MD Ain A ° `tl rc""y' • I n. VI); f?±. �q.•c _ , r IiLL �[((,��, \ > d k ! ...3. I .yp�I`y7n°y°"° / Loveland nE 4t �ri/ ,f y� / _ .: i • ) / / e i 1�� imp �.t L: / / �-/'//// ''t, /y / �t / r-/ I k, b' LS Ii_ r/ � � «� J . ' .„I:IVItl;'!ti.2 3a //'/ �. Wh / / �9 ,—N.,� / _ S �/ / /7,77/ .. 4 . •. �/ t? m7il a� /,.• ._' Z ♦ U WCR 544# II LI _.— 1 / ' , Evans µ ars''a. ' ouianP • ti r . • Ai U / - e a / La.Shcle__—__—.— Mllliken s°x"� / r1 I ) Johnstown _. / '`—� lIY R.iNJ _ _ �' I / 1 _______ __ City of Greeley —Imam I County Boundary Greeley Municipal Area of Influence GMAT Mid Range Expected Service Area 2020 Urban Growth ry _ ( g p r -Area within which the City may influence v a• - Area within which a hill range of municipal and Lung Range Expected Growth Area(LREGA) ` development through utility provisions and M,..a ft services is expected to he provided within Service Areas -Area within which the community growth is related services i years of 200-1 • 2004 —" expected for the next 20+years and which encompasses all other growth and service Non Annexed c Created By. areas Strategic Employment Development i, Proposed MItES71 GIS N6o a:un �— Corridor(SEDC) Dale: Strategic Employment Development Corridor • .'.�CII'Area of Fiscal Den,arcanun' 03/8/04 File: — -Area intended for industrial and Urban Growth Area(I IGA) Y employment uses. _ btwsn_0?0.mcd tt N ,Current City of Greeley Scale: • _ Municipal Services Suitability Area Municipal Limits' limit equals µ- E Urban Growth Area - 7 1( -1 -Range le in die seas vices currentlyo120 ' 2 n ics as -Full complement of laud uses to be L. �" available the area as of 2003.• •Reviewed ra,annual amendment S developed at urban densities. I LEGALS ' t. .� 111111 11111 III 11111111 III IIIII 1111111 III lilt ill MI 3105859 09112/2003 11:01A Weld Count , CO 869 1 of 2 R 11.00 D 22.60 Steve Moreno Clerk 6 Recorder WARRANTY DEED THIS DEED, Made this 3rd day of September, 2003 between Donald E. Hungenberg and Beatrice L. Hungenberg of the County of Weld and State of Colorado, grantor, and Lanoga Corporation, a Minnesota corporation a corporation organized and existing under and by virtue of the laws of the State of COLORADO, grantee: �" .pr- whose legal address is , la W. S�-Eb ee'G_. 4)maws., tftm. SSq II—oSSO WITNESSETH: That the grantor, for and in consideration of the sum of TWO HUNDRED TWENTY FIVE THOUSAND AND 00/100, ($225,000.00) DOLLARS, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm, unto the grantee, its successors and assigns forever, all the real property together with improvements, if any, situate,lying and being in the County of Weld and State of Colorado, described coas follows: CO SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF 19 also known by street and number as Vacant land, , Colorado n TOGETHER with all and singular the hereditaments and appurtenances thereunto U belonging, or in anywise appertaining and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the grantee, its successors and assigns forever. And the grantor, for himself, his heirs and personal representatives, does covenant, grant, bargain, and agree to and with the grantee, its successors and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature soever, except general taxes for 2003 and subsequent years; except easements, restrictions, covenants, conditions, reservations and rights of way of record, if any; The grantor shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable possession of the grantee, its successors and assigns, against all and every person or persons lawfully claiming the whole or any part thereof. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF, The grantor has execute�dd t�thJi�,'s�deed (�on the date set forth above. Donald E. Hungenberg )17-‘1 Bice L. Runge erg e STATE OF COLORADO } } ss. The foregoing instrument was acknowledged before County of Larimer } me this 3.rd' day of September, 2003, by SrC Donald E. Hungenberg and Beatrice L. Hungenberg Mara 31 zoo? My commission expires No.c..bor wt.-260013 Witness my hand and of I - ,--al. pY PO ,g, r %11 II ' /6_. ----)25, i f I NOTARY PUBLIC i ' •' BAYIN I, 1295 Main St. No. 952. Rev. 3-81 i BARGE f Windsor, COLORADO 80550 11.• /��i `xCOFCO\-= TNG 2012/,399- • 111111 11111 IIII 11111111 III 111111111111 III 11111 IIII IIII 3106860 09112/2003 11:01A Weld County, CO 2 of 2 R 11.00 02210 Steve Moreno Clerk&Recorder "EXHIBIT A" LEGAL DESCRIPTION Lot B of Recorded Exemption No. 0803-19-1-AMRE763, recorded August 19, 2003 as Reception No. 3097136, being a part of the E1/2 of the NE1/4 of Section 19, Township 6 North, Range 65 West of the 6th P.M. , County of Weld, State of Colorado. MAPS WELD COUI' ROAD ACCESS INFORMATION IEET Road File#: Date: 1 /26/04 RE# : Other Case#: 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 t Applicant Name Craig Zollner — Branch Manager Phone 970--352-5171 Address 11 30 Seventh Avenue City Greeley State CO Zip 80631 2. Address or Location of Access 750 ft South of Highway 392 Section 19 Township 6N Range 65W Subdivision Block Lot Weld County Road #: 39 Side of Road West Distance from nearest intersection750 ft. 3. Is there an existing access to the property? Yes No X #of Accesses 4. Proposed Use: 1l Permanent O Residential/Agricultural O Industrial ❑ Temporary O Subdivision 3 Commercial O Other 5. Site Sketch Legend for Access Description: AG = Agricultural vol 392. RES = Residential - O&G = Oil& Gas D.R. = Ditch Road O = House �� SITE o = Shed z MAGI -v / n / W N �t p�C-3 *************************************** OFFICE USE ONLY: Road ADT Date Accidents Date Road ADT Date Accidents Date Drainage Requirement Culvert Size Length Special Conditions O Installation Authorized ❑ Information Insufficient Reviewed By: Title: -6- H 1 ` ;�.',� __ . ` ' !� SH 392 y ,� ! HON � I-- I ii I I /` 1" 4 In A\ LAND i I 1 \` \ \ 1 i ' yyam `; ,{ it j " " — 114. in,,,Ii t T 8 1- 1 r•4 `® CO 92 I'''. - u� s i : ' • 's' It ' .D--- is r — V -s t �— 1 a t O1 f 1 N r )S'. Z I i . 05 yk ct1- � ^ Mx l+1 1 , g> � t It ii A V ,t I n i el'? :1- 4 4 F ' � , i � A % i REFERRAL LIST REFERRAL LIST APPLICANT: Landga Corporation (United Building Corp) CASE#: SPR-369 COUNTY TOWNS and CITIES Attorney _Ault Legal _X_Heatth Department Berthoud Extension Service Brighton Zone Dist Emergency Management Office l X_Sheriff's Office Dacono. FP _X_Public Works l_f—Eaton Housing Authority Erie Panel# Airport Authority Evans XBuilding Inspection- 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 X_Greeley'y Department of Health 11., 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 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 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 SOIL CONSERVATION DISTRICTS Brighton THER Fort Collins 'L X_Union Pacific Railroad ✓"°f(_Greeley Panhandle Eastern Pipe Line Co. Longmont School District RE- West Adams Art Elmquist(MUD) Southeast Weld Ditch Company Platte Valley REFERRALS W/COMMENTS weltl County Planning Department ,... GREELEY OFFICE FEB 0 4 2004 iiit it RECEIVED ' I Weld County Referral linkJanuary 29, 2004 COLORADO The Weld County Department of Planning Services has received the following item for review: Applicant Landga Corporation (United Case Number SPR-369 Building Corporation Please Reply By February 27`h, 2004 Planner Kim Ogle Project Site Plan for a Commercial Use- United Building Center Legal Lot B of AmRE-763; being part of the E2 NE4 of Section 19, T6N, R66W of the 6th P.M., Weld County, Colorado. Location South of State Hwy 392; west of and adjacent to CR 39; east of Union Pacific Railroad tracks. For a more precise location, see legal. Parcel Number 0803 19 100052 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 J�ol( We have reviewed the request and find no conflicts with our interests. ❑ See attached letter. Comments: Signa re _S Agency ` Date TOWN OF LAIUFI +Weld County Planning Dept. ❖155223 fj tat arteley,CO. 80631 +(970)353-6100 ext.3540 :•(970)304-6498 fax Eaton, CO 80615.3479 L MEMORANDUM To: Kim Ogle From: Dave Tuttle • Date: February 9, 200 Subject: SPR-369 The sheriffs office has no concerns with this Special Use Permit. The sheriff's office would however be willing to provide a program entitled Crime Prevention Through Environmental Design to the developer. This program reduces the likelihood of criminal activity at a specific location by"hardening"it to crime. The Sheriff's Office lacks the ability to absorb any additional service demand without the resources recommended in the multi-year plan provided to the Board of County Commissioners or as indicated by growth not considered at the time the plan was developed. I have no other comments on this proposal. EATON FIRE PROTECTION DISTRICT 50 SOUTH MAPLE AVENUE, EATON COLORADO 80615 970-454-2115 FAX 970-454-2164 FIRE PREVENTION BUREAU February 9, 2004 Weld County Planning Department 1555 N 17th Ave. Greeley, CO 80613 Case Number: SPR-369 Applicant: Landga Corporation(United Building Corporation) As of what was sent Weld County Referral case number SPR369 is approved. However; the Eaton Fire Prevention Bureau needs to see the building plans before construction begins. Any changes that are made to the plans will require additional review and comment by the Fire Department. Thank you for your corporation and if you have concerns or questions please feel free to call me at(970) 454-2115. Sincerely, Brian Parker Fire Inspector Eaton Fire Protection District Fire Prevention Bureau Weld County Planning , -11 GREELEY OFFICE G FEB 1 2 2004 rt RECE V Weld County Referral O • January 29, 2004 COLORADO The Weld County Department of Planning Services has received the following item for review: • Applicant Landga Corporation (United Case Number SPR-369 Building Corporation Please Reply By February 27th, 2004 Planner Kim Ogle Project Site Plan for a Commercial Use - United Building Center Legal Lot B of AmRE-763; being part of the E2 NE4 of Section 19, T6N, R66W of the 6th P.M., Weld County, Colorado. Location South of State Hwy 392; west of and adjacent to CR 39; east of Union Pacific Railroad tracks. For a more precise location, see legal. Parcel Number 0803 19 100052 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 511 We have reviewed the request and find no conflicts with our interests. ❑ See attached letter. Comments: (t�� (m n ,JcJI lJ Ci sI- 4"�n3{- N, ),1 RJ c trzs C1/4k Ups `--cc CAXe � �� t yti�L �2 � e' C�1t01 rV U ry c1=,PQ Inks (i�j0.( R.4 ±j4-1(T'.dc 2,5 0. AAintNnt 1 (-:PCk CwX Ft \`\ca.) AnThr4(n (41C . . 11‘01A--- A. S-ar L\o c CCr\5 n Signature ex./AmU I `),(drp \ /� ��\\ nn Agency r,kg1 r auc �. .c11t cock_) lV Date +Weld County Planning Dept. +1555 N. 17th Ave. Greeley,CO. 80631 4(970)353-6100 ext.3540 4(970)304-6498 fax 0( e:-<i) 4.3 Ca'N'..vv ) IA+ pcv �,-�e.c Ci. Y <)ck. 6O r\Cie 4 p � a ^Veld County Planning Department GREELEY OFFICE tilt)HFEB 1 2 2004 Weld CouniVV eE®l lung r1' O • January 29, 2004 COLORADO The Weld County Department of Planning Services has received the following item for review: Applicant Landga Corporation (United Case Number SPR-369 Building Corporation Please Reply By February 27'°, 2004 Planner Kim Ogle I Project Site Plan for a Commercial Use - United Building Center Legal Lot B of AmRE-763; being part of the E2 NE4 of Section 19, T6N, R66W of the I 6th P.M., Weld County, Colorado. Location South of State Hwy 392; west of and adjacent to CR 39; east of Union Pacific Railroad tracks. For a more precise location, see legal. Parcel Number 0803 19 100052 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 ❑ We have reviewed the request and find no conflicts with our interests. See attached letter. Comments: Signature (� \-\ Agency \ J (^ C—c3 Date +Weld County Planning Dept. +1555 N. 17th Ave. Greeley,CO. 80631 ❖(970)353-6100 ext.3540 +(970)304-6498 fax West Greeley Conservation District (970) 356-8097 Case Number: SPR-369 Applicant: 'Landga Corp. (United Building Corp.) Planner: Kim Ogle Below is a list of the soils and their limitations according to the USDA, Weld County Soil Survey. Dwellings I Small Septic Tank Prime Farm Map Shallow Dwellings with Symbol Soil Name Soil Texture Excavations without basements Commercial' Absorption Land (if Additional Comments basements Buildings Fields irrigated) 14'Colby Loam Slight !Slight 'Slight Slight Slight Yes i I I I The West Greeley Conservation District recommends that the applicant does an on site soils test prior to any construction. For a more complete soils description consult the Weld County Soil Survey or contact our office at (970) 356-8097. If you or the applicant have any questions please feel free to call our office. ) Produced by the West Greeley Conservation District Applicant: Landg: Corp. (United Building Corp) Planner: Kim Ogle Case#: SPR- 369 \_ - 1 \ W r- HYB� 11 5 -5N N 14 11 i � - (7\ \\ \ O 1 / 1 - - )-I \ WCR 39� 1 A _ 1 \ 1 �/ 1 i 0.4 0 0.4 0.8 Miles Weld County Referral Map V Highways Major Roads ' T NLocal Roads N A/V Railroads A/ Streams 8 Ditches \ C ) PLSS > Solve W (\ E - Lakes • Floodplains K S OrksiThrig MEMORANDUM wipeTO: Kim Ogle, Planner DATE: 19-February-2004 FROM: Peter Schei, RE., Civil Engineer, Public Works Depallment COLORADO SUBJECT: SPR-369 United Building Corporation (Site Plan Review).doc Weld County Public Works Depattrnent has reviewed this Site Plan Review request. Comments made during this phase of the process may not be all-inclusive, as other concerns or issues may arise during the remaining application process. Comments ❑ ADA requirements must be met for this site. Parking Lots shall conform to all standards of the Americans with Disabilities Act. o The applicant shall submit a pavement design prepared by a licensed professional engineer in Colorado. o The applicant must submitted on-site Improvements Agreements. These agreements shall be approved by the BOCC prior to recording the site plan. Recommendation ❑ The Public Works Department recommends approval of this Site Plan, based on compliance with Weld County Code and satisfying ADA requirements for access. The applicant shall address the comments listed above for this review process. The review process will continue only when all appropriate elements have been submitted. Issues of concern must be resolved with the Public Works Department prior to recording. *PC: SPR-369 United Building Corporation (Site Plan Review).doc Email& Original: Planner Page I of I . . a MEMORANDUM TO: KIM OGLE,PLANNING SERVICES (-� ' FROM: CHARLOTTE DAVIS, ENVIRONMENTAL HEALTH C. / CT. LANDGA CORPORATION DATE: 03/01/2004 COLORADO CC: Environmental Health Services has reviewed this proposal for a commercial use-United Building Center. 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. 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 one month prior to construction activities: 1. The applicant shall submit evidence of a Colorado Discharge Permit System or CDPS permit from the Colorado Department of Public Health and Environment (CDPH&E), Water Quality Control Division, to cover stormwater discharges from construction sites (5 CCR-1002-61) Alternately, the applicant can provide written evidence to the Environmental Health Services Division that they are not subject to the CDPS requirements. 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/showroom and warehouse and shall be installed according to the Weld County Individual Sewage Disposal Regulations. 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. 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 Commercial 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. 3. Any septic system located on the property must comply with all provisions of the Weld County Code, pertaining to Individual Sewage Disposal Systems. The future proposed warehouse and shall be installed according to the Weld County Individual Sewage Disposal Regulations. The septic system is required to be 2 designed by a Colorado Registered Professional Engineer according to the Weld County Individual Sewage Disposal Regulations. 8. The facility shall utilize the existing public water supply. (North Weld County Water District) 9. 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). 10.If applicable, the applicant shall obtain a stormwater discharge permit from the Colorado Department of Public Health & Environment, Water Quality Control Division. 3 ..Veld Coui Faa.l;r Ucrditnieni GREELEY OFFICE fattiosH‘' FEB 2 D:7;77.: MEMORAN UM y TO: Kim Ogle,Planner / DATE: 19-February-2004 VII R e FROM: Peter Schei, P.E.,CO ' neer, Public Works Department COLORADO SUBJECT: SPR-369 United Bui g Corporation(Site Plan Review).doc Weld County Public Works Department has reviewed this Site Plan Review request. Comments made during this phase of the process may not be all-inclusive, as other concerns or issues may arise during the remaining application process. Comments ❑ ADA requirements must be met for this site. Parking Lots shall conform to all standards of the Americans with Disabilities Act. ❑ The applicant shall submit a pavement design prepared by a licensed professional engineer in Colorado. ❑ The applicant must submitted on-site Improvements Agreements. These agreements shall be approved by the BOCC prior to recording the site plan. Recommendation ❑ The Public Works Department recommends approval of this Site Plan, based on compliance with Weld County Code and satisfying ADA requirements for access. The applicant shall address the comments Listed above for this review process. The review process will continue only when all appropriate elements have been submitted. Issues of concern must be resolved with the Public Works Department prior to recording." PC: SPR-369 United Building Corporation(Site Plan Review).doc Email&Original: Planner Page 1 of 1 p,,,,, .. r -Th DEPARTMENT OF BUILDING INSPECTION Weld County Administrative Offices 1555 N. 17th Avenue, Greeley, CO80631 WEBSITE: www.co.weld.co.us Phone (970) 353-6100, Ext. 3540 Fax (970) 304-6498 COLORADO March 9, 2004 Landga corporation (United Building Corporation) Site Plan Review for a commercial use-United Building Center. SPR-369 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 for each building shall include a floor plan and in the warehouse floor plans shall include the method of storage. 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. 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 Code; 2003 International Mechanical Code; 2003 International Plumbing Code; 2003 International Fuel Gas Code; 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. 5. The warehouse will probably be classified as a type S-1 storage. Table 503 will require the building to be of type IIB construction. Fire resistance of walls and openings, construction requirements, maximum building height 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 23 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, 631:0 R> er igil Plans Examiner Service,Teamwork,Integrity,Quality Page 1 of 1 Kim Ogle From: Charlotte Davis Sent: Tuesday, May 11, 2004 8:41 AM To: Kim Ogle Subject: SPR-369 Kim, I am in receipt of a memo from United Building Centers re: SPR-369. Waste Handling Plan The applicants have submitted a Plan. The Plan have been reviewed and is approved by this department. This conditon is resolved. Stormwater Discharge Permit-The applicants have submitted a copy of a CDPH&E permit application for stormwater discharges associated to their anticipated construction activity. The application has been reviewed and is approved by this department. This condition is resolved. If you have question please let me know. Regards, Char 05/11/2004 Weld County Planning Department ^ GREELEY OFFICE MAY 1 9 2004 i6 l,t stim MEMORANDUM RECEIVED ID TO: Kim Ogle, Planner nDATE: 17-May-2004 W Q FROM: Peter Schei,P.E., Civ 13 eer,Public Works Department C � COLORADO SUBJECT: SPR-369 United Building Corporation 2 (Site Plan Review).doc Weld County Public Works Department has reviewed this Site Plan Review request. Comments made during this phase of the process may not be all-inclusive, as other concerns or issues may arise during the remaining application process. Comments ❑ The applicant has submitted a site plan for United Building Center, Lucerne Colorado, Project No.03024, dated 26- January-2004, by Ketterling,Butherus&Norton Engineers,which is acceptable to Public Works. ❑ The Public Works Department has no recognized issues with this site plan. Recommendation ❑ The Public Works Department recommends approval of this Site Plan, based on compliance with Weld County Code and satisfying ADA requirements for access. The Planning Department may proceed with this case,with no restrictions by Pitffilic Works *PC: SPR-369 United Building Corporation 2(Site Plan Review).doc Email&Original: Planner PC by Post: Applicant Cv,,f-Zit i t wz✓ PC by Post: Engineer ft? Kt kt Fie.-(Iny 0 Page 1 of i �, UNITED BUILDING CENTER Lucerne, Colorado FINAL DRAINAGE REPORT Prepared For UNITED BUILDING CENTER January 26, 2004 Project No. 03024 Prepared By: Pr i , KETTERLING, BUTHERUS AND NORTON ,, I , ENGINEERS, LLC. 820 8TH STREET PLAZA ENGINEERS GREELEY, CO 80631 Table of Contents I. General Location& Description 1 A. Location 1 B. Description 1 H. Drainage Basins and Sub-basins 1 A. Major Basin Description 1 III. Drainage Design Criteria 2 A. Regulations 2 B. Development Criteria Reference&Constraints 2 C. Hydrological Criteria 2 D. Waiver/Variance from Criteria 2 E. Stormwater Quality Considerations 2 IV. Wetland Preservation& Mitigation 3 V. Drainage Facility Design 3 A. General Concept 3 B. Specific Details 3 VI. Conclusions 4 — A. Compliance with Standards 4 B. Drainage Concept 4 VII. References 4 VIII. Engineer's Certification 4 IX. Appendix Appendix A—Calculations 5-16 Appendix B —Graph& Charts 17-26 • I. General Location&Description A. Location United Building Center, Lucerne,Colorado is a parcel of land located in the East 1/2 of the Northeast /<of Section 19,Township 6 North,Range 65 West of the 61°Principal Meridian,within the County of Weld, State of Colorado. The project is bounded by W.C.R. 39 on the east,C-3 zoned land to the north and south, and the Union Pacific Railroad to the west. The site will be served by Qwest communications and Xcel Energy. An existing 3"North Weld County Water District line in W.C.R. 39 will supply potable water to the site. Two proposed water wells will provide a combined minimum fire flow of 1,000 gpm. A septic system will be built to provide sewage disposal. Gas to the proposed office will be supplied by an on-site propane tank. B. Description of Property United Building Center consists of approximately 8.3 acres,with 4.9 acres being developed at this time. The remaining 3.4 acres will be reserved for a future warehouse and will also contain a detention pond to be built at this time. The site has historically been used for farmland and flows gradually from north to south. In its developed state, the property will be a lumberyard and will include all of the buildings shown in Table 1 below. Minimal grade changes will be required for construction of the detention pond, parking lot area, and building pads. The 4.9 acres currently being developed will be surfaced with a layer of gravel. Warehouse 12,500 Sq-Ft Future Warehouse 16,000 Sq-Ft Office/Showroom 7,000 Sq-Ft Line Shed 3,600 Sq-Ft Future Line Shed 3,600 Sq-Ft Cantilever Rack 1,400 Sq-Ft Table 1. Proposed and Future Buildings II. Drainage Basins and Sub-basins A. Major Basin Description The site lies in one historical basin which currently flows both off the site to the south and into the existing roadside ditch that runs along W.C.R. 39. 1 • The developed site is comprised of one major basin that flows to the proposed detention pond at the south end of the site. The detention pond discharges into the existing roadside ditch that runs along W.C.R. 39. It appears that a negligible amount of runoff from north and west of the site will flow through without impacting the property. III. Drainage Design Criteria A. Regulations The primary criteria for the storm water management for this project is"Charter and Code of the County of Weld,Colorado,"as published by the Colorado Code Company. The supplementary criteria is "Urban Storm Drainage Criteria Manual (USDCM),"Volumes I, II, &HI, as published by the Urban Drainage and Flood Control District,Denver, Colorado. Charts, graphs, and tables used in design are included in the Appendices at the back of this report. B. Development Criteria Reference and Constraints The open space at the south end of the site will be used for detention. C. Hydrological Criteria The current City of Greeley rainfall intensity-duration curves were used in the analysis of this site. Table 3-3, "Extended Duration-Intensity-Frequency Tabulation"(Greeley Storm Drainage Design Criteria) was used as input for the Rational Method. The Rational Method was used to size the detention pond. "Soil Survey of Weld County, Colorado, Southern Part,"published by the United States Department — of Agriculture Soil Conservation Service was used to determine the hydrologic soil type for the site. The site consists entirely of NRCS soil group"B". • D. WaiverNariance from Criteria No waiver/variance from criteria is requested at this time. E. Stormwater Quality Considerations The proposed native grass lined detention pond will assist in improving stormwater quality prior to release into the existing roadside ditch. a. IV. Wetland Preservation&Mitigation There are no wetland areas that will be disturbed within the development. V. Drainage Facility Design A. General Concept The site will convey stormwater drainage safely via overland sheet flow to the detention pond where — the on-site flows will be reduced to historic levels. A spillway is located on the east side of the pond to control emergency flows and direct them toward the existing roadside ditch. The tables, charts, and figures used in the drainage design are included in the Appendices at the back of this report. B. Specific Details The detention pond is sized for final design using the Rational Method. The detention pond is designed to detain the 100-yr. developed storm and release at a 5-yr. historic rate from the site. The pond outlet is designed with an orifice plate to control the overall pond release rate. The overflow spillway is designed to safely convey the 100-year developed flow from the detention pond assuming the pond outlet is plugged at the beginning of the storm. The total on-site area tributary to the pond was found to be to be approximately 8.3 acres,or the entire United Building Center site. The 100-year runoff coefficient before construction is estimated to be 0.36. The 100-year runoff coefficient after all future construction is estimated to be 0.54. Table 2, below, contains a summary of the pond parameters. The proposed detention pond will be accessible for maintenance. Required Detention Volume 1.02 Ac-Ft Flowline Elevation at Outlet Structure 4,738.80 100-yr. Water Surface Elevation 4,740.72 • Bottom of Spillway Elevation 4,740.72 Water Depth Over Spillway 0.28 Ft Top of Pond Berm Elevation 4,742.00 Freeboard 1.00 Ft 5-yr• ()historic 1.08 Cfs Spillway Design Flow 12.81 Cfs Table 2. Detention Pond Summary 3 VI. Conclusions A. Compliance with Standards The drainage design for this project complies with the Weld County Code and the provisions of the USDCM. B. Drainage Concept We believe that the drainage facility design will be effective in controlling damage to property from storm water runoff and will ensure a reasonable level of safety and well being for residents of the area. VII. References "Charter and Code of the County of Weld, Colorado,"Colorado Code Company,2001. "Urban Storm Drainage Criteria Manual,"Volumes I,H, &III,Urban Drainage and Flood Control District,Denver, Colorado,June 2001. "Design Criteria and Construction Specifications,Volume II of V-Storm Drainage Design Criteria,"City of Greeley Public Works Department,May 2002. "Soil Survey of Weld County, Colorado, Southern Part,"United States Department of Agriculture Soil Conservation Service in cooperation with Colorado Agriculture Experiment Station, September 1980. VIII. Engineer's Certification I hereby attest that this final report for the drainage design of United Building Center, Lucerne, Colorado was prepared by me, or under my direct supervision. Prepared by: SAQ COQl .a001111uuw,�,/ C. KETT 4e* et Ketterling,ng, Butherus&Norton Engineers,LLC. ,* • ®,r'e�c'1STEA tee. Reviewed by: ®L 1 or 2q° s 2 Mich el C. Ketterling, ��iy�c°�m"o ®•OPP�`� Registered Professional Engineer //Uj/OFCO`��`�� State of Colorado No. 16299 4 APPENDIX A-CALCULATIONS Page I. BASIN CHARACTERISTICS 6 VICINITY MAP 7 SOIL MAP 8 SOIL& WATER FEATURES-TABLE 14 (SCS SURVEY) 9 "C"VALUES FROM UDFCD, (JUNE 2001) 10 DEV. COMPOSITE"C" VALUE FOR 2, 5, 10 & 100 Yr. STORMS & COMPOSITE"PERCENT IMPERVIOUS" 11 TIME OF CONCENTRATION 12 II. DETENTION POND SIZING 13 DETENTION POND SIZING 14 SPILLWAY DESIGN CALCULATION 15 ORIFICE PLATE DESIGN 16 c I. BASIN CHARACTERISTICS l Go WCR 70 e a !, c * v f. . 2 _ c C 47,.... . . f . a.e #' 1 ,SCALE: 1: = 2,000'± „,,r 1 I ) ,1 \,"..... V t a t "6'"-" -- `" �I 1 i i a }W t ,13P,} 4efD8 \ i FW . R( / o wca d8 ; *1-7,' x `i,�dti"+ i ill School 1 i $ PROJECT LOCATION . \ I Buell School f i � . '. 19 �i I L .n !t 20 • & 'I, ;6 \ C : i r y� IC iu — _ �'_ ��„_.'. ale'.—_,.-.. q • . 3C li /./' I `;414 01 1 a ?po t b•d," .80 s ; 4709 / '' t 29 • M I 4,,z l I 'Geaelep Jundien ° 1 ti ,lif J. � n61'� T PO 1 �1 8 'Y sex / 1 4v wan c� i 8 « �yP.IO -�k ' LI I ! ikk s PARKS i, ! \ + '' City of Greeley $. ' ' ,' ,n / ✓'.� -Vs, , J 1,-",.fix -a�=` 4` �- h 4O .2. ....., . Drawing: D \0 \g: K: RAWINGS3024vmop.dwg, Screed: Fri, January 23, 2004, 1:32:36pm United Building Center V IETHi TLNG, BU11ERUS & NORTON ,, � ,, Lucerne, Colorado 820 8th Street Plaza Greeley, Colorado ENGINEERS (970) 395-9880 VICINITY MAP UBEI N • R 66 W.I R.65W. • o� &. - 4ffi 1144," w ',11.•1:--.:•;A‘, F. * � 83 k .�r" y4 �a �' x +� r „FiVI� �, tag7 a, t } i 14 \ •r�9 ' e:- '4-';'':1:136'; ;4 xx. -78 - r '. 31 ,".X+- t'y ,h t::y, . \ 34 x rul, 8 F ` m. . 4L L M'° �° b A 7$ Jki " + t�* ,/,,,,, Ff az 14 � , o , . 4164% ': -'.:'4:-.:::,8'':::'1-: :s.::::.,,:'4: V.., , :,,,, :4:"' : .,..; _ .. y n� r{j$� i' W v y t' .st≥r,14 3 1 yy t 1l t^ , . .rif,....,:t.-. .1 A , _. k:_. ailittkl• , .,.4,14,: va _ :,,,otas _-78 ii: , ‘:.19; 7'1'7' • ,.... ,p, . .., ;:' 'T.,:. ''''-'-''''''- ,:, , ,,,_:,,,,,,,,_., ,„:„ 1.777,-1•,7.-4,:IL.,1,-,-,,,';',. ,'S .-Ht:ht,. f, , , ,.1 , ::.'!_•.11!'il.4.,:4,-":., .l'it,L _kitH:1',:,,,ttLitilt:1-111,„, ,:i'l',.' . 8 , ...111:r'.. IV, `e� . L >r - a tit n --- - '°�``. �' i sue, y - ®y . gee , rr 51 474 • ;.24 _ ,� _,x. yrf. R' pt1 ett �i2 U w �'{ 19 rig _ ,�g,xa 2V k A f F, � , 4a `' . '. 52 :R'':::::--;':','?. .:4. a.. . ' - � as�tlti 32 s 'F , d. ktt:t:l '.< 7 ti 53 � 51 Y r,.'' 46 : ,, , : x �� " t • k y4^$ I� . 't n s ' L' 51 K' 8 g 7. e � J ��11dj k i x� Y �X3 132 SOIL SURVEY TABLE 14.--SOIL AND WATER FEATURES As. [Absence of an entry indicates the feature is not a concern. See text for descriptions of symbols and such terms as "rare," "brief," and "perched." The symbol < means less than; > means greater than) Flooding High water table Bedrock Soil name and Hydro- .... g map symbol logic Frequency Duration ;Months Depth Kind Months Depth Hard- Bo frost ___ group ness action Ft In 1 , 2 ". Altvan B None ___ --- >6.0 ___ --- >60 ___ Moderate. 3*: Aquolls D Frequent- q Brief Apr-Jun 0.5-1.0 Apparent Apr'-Jun >60 --- High. d"' Aquents D Frequent---- Brief Apr-Jun 0.5-1.0 Apparent Apr-Jun >60 --- High. y*; Aquolls 0 Frequent-- q Brief Apr-Jun 0.5-1.5 Apparent Apr-Jun >60 --- High. — Aquepts D Frequent---- Brief Apr-Jun 0.5-1.5 Apparent Apr-Jun >60 --- High. 5, 6, 7, 8, 9 B None --- --- >6.0 --- --- >60 --- Moderate. Ascalon — 10 A Frequent---- Brief Mar-Jun >6.0 --- --- >60 --- Lou.Bankard 11 , 12 B None --- --- >6.0 --- >60 --- Moderate. Dresser _ --- 13 A None --- --- >6.0 Cascajo --- --- >60 --- Lou. 14, 15, 16, 17---- B None . --- --- >6.0 --- --- >60 --- Low. — Colby i 18*: Colby B None ___ --- >6.0 --- --- >60 --- Low. — Adena C None ___ --- >6.0 --- >60 --- Low. 19, 20 B Rare ___ --- >6.0 --- --- >60 --- Moderate. Colombo — 21 , 22 C None ___ --- >6.0 --- --- >60 --- Low. Dacono 23, 24 B None to rare --- --- >6.0 --- --- >60 --- Low.Fort Collins — 25, 26 B Rare to Brief May-Sep >6.0 --- >60 Low. Haverson common. 27, 28 C None ___ --- >6.0 --- >60 --- Low. — Heldt --- 29, 30 A None --- --- >6.0 --- --- >60 --- Moderate. Julesburg — 31 , 32, 33, 34____ B None --- >6.0 --- >60 --- Low. Kim 35*: Loup D Rare to ;Brief Mar-Jun '.5-1.5 Apparent Nov-May >60 --- moderate. — common. Boel A Occasional :Brief Mar-Jun 1 .5-3.5 Apparent Nov-Ma Y;l >60 ; --- Moderate. 36': -.. Midway D None : ___ --- >6.0 --- --- : 10-20:Rip- Low. pable See footnote at end of table. q i.: a. fix.s .uo .a eIclIIeees ORANAGE RI `IA MANUAL(V.1);- JUNE2001 RECOMMENDED RUNOFF COEFFICIENTS AND PERCENT IMPERVIOUS TYPE B NRCS HYDROLOGIC SOIL GROUP BCB = (CA+Cann LAND USE PERCENT Storm Return Period OR SURFACE IMPERVIOUS 2 5 10 25 50 100 CHARACTERISTICS :=(%) (yr) (yr) (yr) (yr) (yr) (yr) Business: Commercial Areas 95 0.79 0.81 0.83 0.85 0.87 0.88 Neighborhood Areas 85 0.63 0.66 0.69 0.72 0.74 0.75 Residential: Single-Family • 40 0.23 0.30 0.36 0.42 0.46 0.50 Multi-Unit (detached) 60 0.37 0.41 0.46 0.51 0.54 0.56 — Multi-Unit(Attached) 75 0.51 0.54 0.58 0.62 0.64 0.66 1/2 Acre Lot or Larger ** Apartments 80 0.57 0.59 0.63 0.66 0.69 0.70 Industrial: Light Areas 80 0.57 0.59 0.63 0.66 0.69 0.70 Heavy Acres 90 0.71 0.73 0.75 0.78 0.80 0.81 Parks,Cemeteries: 5 0.04 0.10 0.19 0.28 0.33 0.38 ,_ Playgrounds: 10 0.06 0.14 0.22 0.31 0.36 0.40 Schools: 50 0.29 0.35 0.40 0.46 0.50 0.52 Railroad Yard Areas: 15 0.08 0.17 0.25 0.33 0.38 0.42 Undeveloped Areas: Historic flow Analysis 2 0.03 0.08 0.17 0.26 0.31 0.36 — Greenbelts,Agricultural 2 0.03 0.08 0.17 0.26 0.31 0.36 Offsite Flow Analysis 45 0.26 0.32 0.38 0.44 0.48 0.51 (when land use not defined) Streets: Paved 100 0.89 0.90 0.92 0.94 0.95 0.96 Gravel (Packed) 40 0.23 0.30 0.36 0.42 0.46 0.50 Drive and Walks: 90 0.71 0.73 0.75 0.78 0.80 0.81 • ,� Roofs: 90 0.71 0.73 0.75 0.78 0.80 0.81 Lawns.Sandy Soil: 0 0.02 0.08 0.15 0.25 0.30 0.35 Lawns.Clayey Soil: 0 0.02 0.08 0.15 0.25 0.30 0.35 * 2,000 SQ.FT.HOMES:3.5 TO 5.5 SFU PER ACRE(FIGURE RO-3 TO RO-5) SEE FIGURE RO-3 TO RO-5 In • ►�� COMPOSITE "C" VALUE ENGINEENE. Project Name: United Building Center Project Name 03024 Location Lucerne,CO Computation By: LAS Item : Ultimate C Value&Percent impervious-Developed Basins Check By SICK Composite 5-Yr Storm �s - -ININIkray -- $"s 6.34 + : 0 90 0.30 -0 0.73 0.08 034 .� ININNAktil +7�� Composite 100-Yr Storm ;, i5 a'€t` %Rs, ' ;:k...r p B'^s'; a°r.'' L .t o - 6.34 e : 0.96 0.50WOMB! 0 81 ..q 46' 0.36 0.54 COMPOSITE PERCENT IMPERVIOUS • LIEMNISS ' rT' 8.34 100.00 40.00 90.00 211EI; 2.00 41.33 C Comp%LS,Basin DA,1/23/04,4:56 PM 1 I 1 1 1 1 1 1 1 1 I I I I 1 1 I 1 1 I Kettetting Buthenis&Norton Engineers.LLC. iI ��1� TIME OF CONCENTRATION i ENGINEERS Project Name: United Building Center Project No. : 03024 Location: Lucerne,CO Computation By : LAS item: initial d Travel Time Check By : MCK SUB-BASIN INITIAUOVERLAND TRAVEL TIME COMP tc CHECK FINAL DATA TIME(ti) (tt) tc (URBANIZED BASINS) tc _ PERCENT CONVE- I TOTAL Min.of DESIGN HYDROLOGIC IMPER- AREA C5 LENGTH SLOPE ti LENGTH YANCE SLOPE VEL ft ti+K LENGTH tc=(L/180)+10 (11)&(13) REMARKS SOIL GROUP VIOUS (Ac) (Ft) (%) (MIN) (Ft) COEFFICIEN (%) (FPS) (MIN) (MIN) (Ft) (MIN) (MIN) (1) (%) (2) (3) (4) (5) (6) (7) (Cv) (8) (9) (10) (11) (12) (13) (14) a { l 8. J � 0 56.67 5.0O g �, p - 824.,:... 3 i) 0 0.31 37.52 94.19 1,193.88 :38 42.22 88, 'iOkcid* 0.t 0.62 18.76 60.99 1,193.88 16.63 i V . • Time_con.xis.Sheetl,11/19/03,11'06 AM II. DETENTION POND SIZING IR i ) I I I I I I I I I I I I I . I I I I I 11:_'0 DETENTION POND SIZING ER4IIEERS Project Name United Building Center Project Name : 03024 Location :Lucerne,CO Computation By: LAS Item : 100-Yr.Storm • Check By MCK Land Use Area(Ac.) C100 Area x C100 SINGLE FAM. '8{9.1 064 1.50 0'd0. 0;110 0.00 odd 0.00 0.00 ACTUAL STORAGE : 020 0.00 0.00 0.00 0.00 0.00 0.00 (A) (B) (C) (0) Total 6.34 4.50 Elevation Depth Area Volume F Volume F Volume (5i.) (C/.) (C7.) (4c41.) 'C Value(Composite Runoff) = 0.54 'A' (Area 1 = 8.34 Ac. 4,738.80 1 0.20 114.10 114.10 0.00 Hydrologic Release Area Release Rate 4,739 1,140 Group Rate(cfs/ac) (Ac.) x Area(cis) 1.00 16381 00 0.38 A 0.07 , OVA 0.00 4,740 31,822 8 0.13 tYid4 1.06 Nal= 55,657.60 128 C 0.17 , '- ': i00 0.00 4,741 46,703 D 0.17 ,......._...:.LVGO, 0.00 Total 8.34 1.08 Release Rate(Composite)= 0.130 (Cfs/Ac.) Total Volume = 44,575.18 1.02 Acfi Elev.(Al) = '''',: Qin CIA 4.50 I (Intensity) F Volume(D1) _ Gout 1.08 (c/s) Partial volume(C2) = Tc --' 0245. (min) Depth,partial volume = 1 Outflow Average Outflow Storage High water level = 4740.72 Time Intensity Flow Volume IN Adjustment Outflow Volume Volume Spillway Depth = 0.28 (min) (In./Hr) (CIa) (CO Factor(m) (cis) (CO (CO Free board = 1.00 Top pond bank elevation = 4742.00 5 ^,2507 43.55 13,064.94 1.00 1.08 325.26 12,739.68 10 1 33.62 20293.22 1 00 108 650.52 19,642.70 15' "'Si 28.55 25,697.54 1.00 1.08 975.78 24,721/6 20.' 0 ' 24.05 28,859.07 0.92 0.99 1,191.43 27,667.64 25 l-4`.2R 2135 32,020.60 083 0.90 1,354.06 30,668.54 30 _4aG 1977 35,587.45 0.78 0.84 1516.69 34,070.76 40 16.17 38,603.02 0/1 077 1,841.95 36,961.07 50• _,`*10 13.96 41,883.48 0.67 0.72 2,167.21 39,716.27 1252 45,072.03 0.64 0.69 249247 42,579.56 60 216 973 46,093.32 0.60 0.65 3,142.99 43,550.34 100 1,7Q: 8.06 48,368.66 0.58 0.63 3,793.51 44,575.16 120 1:50 676 48,638.88 0.57 0.62 4,444.03 44,194.85 STORAGE REQUIRED 44,575.16 CF = 1.02 Acfi need..,Y„Ma,..I .,0,,',2w.,HAM I I I I I I I I I I I I I I I I I I I CI?1� SPILLWAY DESIGN CALCULATION ENGINEERS Project Name'United Building Center Project Name : 03024 Location :Lucerne,CO Computation By: LAS Item : 100-Yr.Storm Check By 1 MCK Land Use Area(Ac.) C100 Amax C100 SINGLE FAM. 8 Et4."= 4S4. 4.50 {102t: 41U_ 0.00 0,00„ 010 0.00 SPILLWAY CALCULATION: 0211{);., 042 0.00 000 4QB 0.00 0,11,[. COO. 0.00 MAX.RELEASE FROM SPILLWAY= 1281 (Ch) Total 8.34 4.50 "C"Value(Composite Runoff) = 0.54 Welr Flow: "A" (Area) = 8.34 Ac. General from of the equation: Q=CI4M312 Hydrologic Release Area Release Rate Group Rate(cl'srac) (Ac.) x Area(cis) A 0.07 .lLe.=OD 0.00 a = Discharge(CPS) C= 2.62 B 0.13 1.08 C = Weir Coefficient(2.82) H �.. } C 0 17 `� lCoefficient0.00 L = Horizontal Length(feet) L 1,g,'f D 0.17 -IDE120.00 H= Total Energy Head(feet) Total 8.34 1.08 0= 13.59 > 12.81 ok. Release Rate(Composite)= 0.130 (Cfs/Ac.) Qin CIA 4.501 (Intensity) Qoul :" (cfs) IN Tc " t (min) STORAGE REQUIRED i44,Ot6't70 CF = 1.02 Ac-ft (From'Detention Pond Sizing'Sheet) Assuming that the pond outlet pipe is plugged at the starl of the storm,the maximum release from the spillway will be the Flow and Time that correspond to the required storage volume: Outflow Average Outflow Storage Time Intensity Flow Volume IN Adjustment Outflow Volume Volume (min) (In./Hr) (Ch) (CO Factor(m) (eft) (co (CO 43.55 13,064.94 1.00 0.00 0.00 13,064.94 10 7.51 33.82 20293.22 1.00 0.00 0.00 20,293.22 15 "634 28.55 25,697.54 1.00 0.00 0.00 25,697.54 20 514 24.05 28,859.07 0.92 0.00 0.00 28.859.07 25 474 21.35 32220.60 0.83 0.00 0.00 32,020.60 30 4]9 19.77 35,587.45 0.78 0.00 0.00 35,587.45 40 3,59 16.17 38,803.02 0.71 0.00 0.00 38,803.02 50 3.10 13.96 41,883.48 0.67 0.00 0.00 41,883.48 < 44,575.16 OK 60 2:78 12.52 45.072.03 0.64 0.00 0.00 45,072.03 80 2.18 9.73 46.693.32 0.60 0.00 0.00 46,693.32 100 1.79 8.06 48,368.68 0.58 0.00 0.00 48,368.66 120 1.50 6.76 48,638.88 0.57 0.00 0.00 48,638.68 N -..10 ORIFICE PLATE DESIGN llGl$EEAS. .. .... Project Name: United Building Center Project Number: 03024 Location : Lucerne, CO Designed By: LAS Item : Detention Pond Orifice Checked By: MCK A = Q C� 2gh Input Varibles Elevation 1*00 D=Proposed Pipe Diameter, In 1 j If. ` High Water Elevation 1 Q=discharge. cf/s 44,74 . Pipe Invert Elevation C=coefficient of discharge 1.80 Head (h) — 32.20 g=acceleration due to gravity, ft/second squared 1.80 h=head on horizontal center line of orifice, ft 0.15 Area of Opening,sf 0.79 =Total Pipe Area,sf OK 22.25 Area of Opening, sq. in. 3.00 Dimension "b", in. 22.11 Actual Area, sq. in. Area OK D I ORIFICE PLATE may, r DISCHARGE PIPE b ; x Orifice.xls,Basin DA, 11/19/03, 10:37 AM IL. APPENDIX B GRAPHS & CHARTS A) RECOMMENDED TIME OF CONCENTRATION EQUATION B) RECOMMENDED PERCENTAGE IMPERVIOUSNESS VALUES C) RECOMMENDED RUNOFF COEFFICIENT, "C" D) EXTENDED DURATION- INTENSITY - FREQUENCY TABULATION FOR GREELEY, COLORADO i7 DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF .. 2.4 Time of Concentration One of the basic assumptions underlying the Rational Method is that runoff is a function of the average rainfall rate during the time required for water to flow from the most remote part of the drainage area under consideration to the design point. However, in practice, the time of concentration can be an empirical value that results in reasonable and acceptable peak flow calculations. The time of concentration relationships recommended in this Manual are based in part on the rainfall-runoff data collected in the Denver metropolitan area and are designed to work with the runoff coefficients also recommended in this Manual. As a result, these recommendations need to be used with a great deal of caution whenever working in areas that may differ significantly from the climate or topography found in the Denver region. For urban areas, the time of concentration, tt, consists of an initial time or overland flow time, t;, plus the travel time, t„ in the storm sewer, paved gutter, roadside drainage ditch, or drainage channel. For non- urban areas, the time of concentration consists of an overland flow time, t;, plus the time of travel in a defined form, such as a swale, channel, or drainageway. The travel portion, t„ of the time of concentration can be estimated from the hydraulic properties of the storm sewer, gutter, swale, ditch,or drainageway. Initial time,on the other hand, will vary with surface slope, depression storage, surface cover, antecedent rainfall, and infiltration capacity of the soil, as well as distance of surface flow. The time of concentration is represented by Equation RO-2 for both urban and non-urban areas: tC =t + t; (RO-2) in which: t, = time of concentration (minutes) F- t;= initial or overland flow time (minutes) t,= travel time in the ditch, channel, gutter, storm sewer, etc. (minutes) ••• 2.4.1 Initial Flow Time. The initial or overland flow time, t;, may be calculated using equation RO-3: 0.395(1.1—CS)11f t; = un (RO-3) S in which: I, = initial or overland flow time (minutes) C5 = runoff coefficient for 5-year frequency(from Table RO-5) 06/2001 RO-5 Urban Drainage and Flood Control District to RUNOFF DRAINAGE CRITERIA MANUAL (V. 1) L= length of overland flow(500 ft maximum for non-urban land uses, 300 ft maximum for urban land uses) S= average basin slope (ft/ft) Equation RO-3 is adequate for distances up to 500 feet. Note that, in some urban watersheds, the overland flow time may be very small because flows quickly channelize. 2.4.2 Overland Travel Time. For catchments with overland and channelized flow, the time of concentration needs to be considered in combination with the overland travel time, t„ which is calculated using the hydraulic properties of the swale, ditch, or channel. For preliminary work,the overland travel time, t„ can be estimated with the help of Figure RO-1 or the following equation (Guo 1999): V= C,S„05 (RO-4) in which: V= velocity(ft/sec) C.=conveyance coefficient (from Table RO-2) 5,.=watercourse slope (ft/ft) TABLE RO-2 Conveyance Coefficient, C. Type of Land Surface Conveyance Coefficient, c, Heavy meadow 2.5 Tillage/field 5 Short pasture and lawns 7 Nearly bare ground 10 Grassed waterway 15 Paved areas and shallow paved swales 20 The time of concentration, t, is then the sum of the initial flow time, t;, and the travel time, t„ as per Equation RO-2. 2.4.3 First Design Point Time of Concentration in Urban Catchments. Using this procedure, the time of concentration at the first design point (i.e., initial flow time, t;) in an urbanized catchment should not exceed the time of concentration calculated using Equation RO-5. t` _ 180 + 10 (RO-5) RO-6 06/2001 Urban Drainage and Flood Control District t4 DRAINAGE CRITERIA MANUAL(V. 1) RUNOFF in which: t,= maximum time of concentration at the first design point in an urban watershed (minutes) L=waterway length (ft) Equation RO-5 was developed using the rainfall-runoff data collected in the Denver region and, in essence, represents regional"calibration"of the Rational Method. The first design point is the point where runoff first enters the storm sewer system. An example of definition of first design point is provided in Figure RO-2. Normally, Equation RO-5 will result in a lesser time of concentration at the first design point and will govern in an urbanized watershed. For subsequent design points, the time of concentration is calculated by accumulating the travel times in downstream drainageway reaches. 2.4.4 Minimum Time of Concentration. Should the calculations result in a t,,of less than 10 minutes, it is recommended that a minimum value of 10 minutes be used for non-urban watersheds. The minimum rr recommended for urbanized areas should not be less than 5 minutes and if calculations indicate a lesser value, use 5 minutes instead. 2.4.5 Common Errors in Calculating Time of Concentration. A common mistake in urbanized areas is to assume travel velocities that are too slow. Another common error is to not check the runoff peak resulting from only part of the catchment. Sometimes a lower portion of the catchment or a highly impervious area produces a larger peak than that computed for the whole catchment. This error is most often encountered when the catchment is long or the upper portion contains grassy parkland and the lower portion is developed urban land. 2.5 Intensity The rainfall intensity,I, is the average rainfall rate in inches per hour for the period of maximum rainfall of a given recurrence frequency having a duration equal to the time of concentration. After the design storm's recurrence frequency has been selected, a graph should be made showing rainfall intensity versus time. The procedure for obtaining the local data and drawing such a graph is explained and illustrated in Section 4 of the RAINFALL chapter of this Manual. The intensity for a design point is taken from the graph or through the use of Equation RA-3 using the calculated re. 2.6 Watershed Imperviousness All parts of a watershed can be considered either pervious or impervious. The pervious part is that area where water can readily infiltrate into the ground. The impervious part is the area that does not readily allow water to infiltrate into the ground, such as areas that are paved or covered with buildings and 06/2001 RO-7 Urban Drainage and Flood Control Distnd 7n RUNOFF DRAINAGE CRITERIA MANUAL (V. 1) sidewalks or compacted unvegetated soils. In urban hydrology, the percentage of pervious and impervious land is important. As urbanization occurs, the percentage of impervious area increases and the rainfall-runoff relation changes significantly. The total amount of runoff volume normally increases, the time to the runoff peak rate decreases, and the peak runoff rates increase as the area urbanizes. .ry !�r�a -S Nri" d �. ,�{ rt r �ar An;fi ''" , )t 4 f �'i " u _ / A 'v � 'j 44'4/. +�, Amy �r'"t :S ' s yfe yt r ,rev h� `�i tr r aY^..L .?u 11 CIF fr ; M I7 77 d gym..-Y^el'+W ~ 777 +17 }.., if .„...r-^' �; Photograph RO-2 Urbanization (impervious area) increases runoff volumes, peak discharges, frequency of !runoff and receiving stream degradation. When analyzing a watershed for design purposes, the probable future percent of impervious area must be estimated. A complete tabulation of recommended values of the total percent of imperviousness is provided in Table RO-3 and Figures RO-3 through RO-5,the latter developed by the District after the evolution of residential growth patterns since 1990. 2.7 Runoff Coefficient The runoff coefficient, C, represents the integrated effects of infiltration, evaporation, retention, and interception, all of which affect the volume of runoff. The determination of C requires judgment and understanding on the part of the engineer. RO-6 06/2001 Urban Drainage and Flood Control District 7r • DRAINAGE CRITERIA MANUAL(V. 1) RUNOFF TABLE R03 Recommended Percentage Imperviousness Values Land Use or Percentage _ Surface Characteristics Imperviousness Business: Commercial areas 95 Neighborhood areas 85 Residential: Single-family Multi-unit(detached) 60 Multi-unit(attached) 75 Half-acre lot or larger * Apartments 80 Industrial: Light areas 80 Heavy areas 90 Parks, cemeteries 5 Playgrounds 10 Schools 50 Railroad yard areas 15 Undeveloped Areas: Historic flow analysis 2 Greenbelts, agricultural 2 Off-site flow analysis 45 (when land use not defined) Streets: Paved 100 Gravel (packed) 40 Drive and walks 90 Roofs 90 Lawns, sandy soil 0 Lawns, clayey soil 0 See Figures RO-3 through RO-5 for percentage imperviousness. Based in pad on the data collected by the District since 1969, an empirical relationship between C and the percentage imperviousness for various storm return periods was developed. Thus, values for C can • be determined using the following equations (Urbonas, Guo and Tucker 1990). CA = KA + (1.31i' - 1.4412 + 1.1351-0.12) for CA ≥0,otherwise CA=0 (RO-6) CCD = KCD + (0.8581' -0.78612 + 0.774i+ 0.04) (RO-7) CB = (CB + CcD)I2 in which: = % imperviousness/100 expressed as a decimal (see Table RO-3) 06/2001 RO-9 Urban Drainage and Flood Control District 77 RUNOFF DRAINAGE CRITERIA MANUAL(V. 1) CA = Runoff coefficient for Natural Resources Conservation Service (NRCS)Type A soils Ca =Runoff coefficient for NRCS Type 8 soils Ccn= Runoff coefficient for NRCS Type C and D soils KA =Correction factor for Type A soils defined in Table RO-4 K�=Correction factor for Type C and D soils defined in Table RO-4 TABLE RO-4 Correction Factors KA and Ka)for Use With Equations RO-6 and RO-7 Storm Return Period NRCS Soil Type 2-Year 5-Year 10-Year 25-Year 50-Year 100-Year C and D 0 -0.10i+0.11 -0.18i+0.21 -0.28i+0.33 -0.33i+ 0.40 -0.39i+0.46 A 0 -0.08i+0.09 -0.141+0.17 -0.19i+0.24 -0.22i+ 0.28 -0.25i+ 0.32 The values for various catchment imperviousnesses and storm return periods are presented graphically in Figures RO-6 through RO-8, and are tabulated in Table RO-5. These coefficients were developed for the Denver region to work in conjunction with the time of concentration recommendations in Section 2.4. Use of these coefficients and this procedure outside of the semi-arid climate found in the Denver region may not be valid. See Examples 7.1 and 7.2 that illustrate the Rational method. The use of the Rational method in storm sewer design is illustrated in Example 6.13 of the STREETS/INLETS/STORM SEWERS chapter. RO-10 06/2001 Urban Drainage and Flood Control District 2A — DRAINAGE CRITERIA MANUAL(V. 1) RUNOFF TABLE RO-5 — Runoff Coefficients, C Percentage Imperviousness Type C and D NRCS Hydrologic Soil Groups 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 0% 0.04 0.15 0.25 0.37 0.44 0.50 5% 0.08 0.18 0.28 0.39 0.46 0.52 10% 0.11 0.21 0.30 0.41 0.47 0.53 15% 0.14 0.24 0.32 0.43 0.49 0.54 20% 0.17 0.26 0.34 0.44 0.50 0.55 - 25% 0.20 0.28 0.36 0.46 0.51 0.56 30% 0.22 0.30 0.38 0.47 0.52 0.57 35% 0.25 0.33 0.40 0.48 0.53 0.57 40% 0.28 0.35 0.42 0.50 0.54 0.58 45% 0.31 0.37 0.44 0.51 0.55 0.59 50% 0.34 0.40 0.46 0.53 0.57 0.60 55% 0.37 0.43 0.48 0.55 0.58 0.62 - 60% 0.41 0.46 0.51 0.57 0.60 0.63 65% 0.45 0.49 0.54 0.59 0.62 0.65 70% 0.49 0.53 0.57 0.62 0.65 0.68 - 75% 0.54 0.58 0.62 0.66 0.68 0.71 80% 0.60 0.63 0.66 0.70 0.72 0.74 85% 0.66 0.68 0.71 0.75 0.77 0.79 90% 0.73 0.75 0.77 0.80 0.82 0.83 - 95% 0.80 0.82 0.84 0.87 0.88 0.89 100% ' 0.89 0.90 0.92 0.94 0.95 0.96 Type B NRCS Hydrologic Soils Group - 0% 0.02 0.08 0.15 0.25 0.30 0.35 5% 0.04 0.10 0.19 0.28 0.33 0.38 10% 0.06 0.14 0.22 0.31 0.36 0.40 15% 0.08 0.17 0.25 0.33 0.38 0.42 20% 0.12 0.20 0.27 0.35 0.40 0.44 25% 0.15 0.22 0.30 0.37 0.41 0.46 - 30% 0.18 0.25 0.32 0.39 0.43 0.47 35% 0.20 0.27 0.34 0.41 0.44 0.48 40% 0.23 0.30 0.36 0.42 0.46 0.50 45% 0.26 0.32 0.38 0.44 0.48 0.51 50% 0.29 0.35 0.40 , 0.46 0.49 0.52 55% 0.33 0.38 0.43 0.48 0.51 0.54 60% 0.37 0.41 0.46 0.51 0.54 0.56 65% 0.41 0.45 0.49 0.54 0.57 0.59 70% 0.45 0.49 0.53 0.58 0.60 0.62 75% 0.51 0.54 0.58 0.62 0.64 0.66 - 80% 0.57 0.59 0.63 0.66 0.68 0.70 85% 0.63 0.66 0.69 0.72 0.73 0.75 90% 0.71 0.73 0.75 0.78 0.80 0.81 95% 0.79 0.81 0.83 0.85 0.87 0.88 100% 0.89 0.90 0.92 0.94 0.95 0.96 06/2001 RO-11 Urban Drainage and Flood Control District 24 RUNOFF DRAINAGE CRITERIA MANUAL (V. 1) TABLE RO-5(CONTINUED) — Runoff Coefficients, C Percentage Imperviousness Type A NRCS Hydrologic Soils Group — 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 0% 0.00 0.00 0.05 0.12 0.16 0.20 5% 0.00 0.02 0.10 0.16 0.20 0.24 - 10% 0.00 0.06 0.14 0.20 0.24 0.28 15% 0.02 0.10 0.17 0.23 0.27 0.30 20% . 0.06 0.13 0.20 0.26 0.30 0.33 25% , 0.09 0.16 0.23 0.29 0.32 0.35 30% 0.13 0.19 0.25 0.31 0.34 0.37 35% 0.16 0.22 0.28 0.33 0.36 O.39 40% 0.19 0.25 0.30 0.35 0.38 0.41 45% 0.22 0.27 0.33 0.37 0.40 0.43 50% 0.25 0.30 0.35 0.40 0.42 0.45 55% 0.29 0.33 0.38 0.42 0.45 0.47 - 60% 0.33 0.37 0.41 0.45 0.47 0.50 65% 0.37 0.41 0.45 0.49 0.51 0.53 70% 0.42 0.45 0.49 0.53 0.54 0.56 75% 0.47 0.50 0.54 0.57 0.59 0.61 - 80% 0.54 0.56 0.60 0.63 0.64 0.66 85% 0.61 0.63 0.66 0.69 0.70 0.72 90% 0.69 0.71 0.73 0.76 0.77 0.79 - 95% 0.78 0.80 0.82 0.84 0.85 0.86 100% 0.69 0.90 0.92 0.94 0.95 0.96 RO-12 06/2001 �- Urban Drainage and Flood Control District 7C Table 3.3. Extended Duration-Intensity-Frequency Tabulation, Greeley, Colorado. — - ` 1a i � i� � rat Slorm3 re�lienby f7 Y` .O�A1 ,,* wvr.'_Fsue"" a✓<x-.aa`K tt zs u,> ' a-+ 3' �yeaY t v7yearm ;` 5 ea64 .y ear w 100 ear ! +> grow �3 i i2' ri xr �S a i�c Ana �" ua.' ✓ Fw'3n>;,eszr>��ss7a>s7. �r.'.£�(jn/h�: s 111 r��a�5 .�>..(tn/�r`)�`.3::�u..:x�innlr�«>.N.r�.>.:((nlhr) ..;: (lnlhiV.. 5 min 3.62 5.19 6.12 7.31 8.73 9.67 10 2.81 4.02 4.75 5.67 6.78 7.51 - 15 2.37 3.4 4.01 4.79 5.72 6.34 20 2 2.86 3.38 4.03 4.81 5.34 a 25 1.77 2.54 3 3.58 4.28 4.74 30 1.64 2.35 2.78 3.22 3.97 4.39 - 40 1.34 1.92 2.27 2.7 3.23 3.59 50 1.16 1.66 1.96 2.34 2.8 3.1 60 (1 hr) 1.04 1.49 1.76 2.1 2.51 2.78 - 80 0.8 1.14 1.47 1.61 1.91 2.16 100 0.67 0.94 1.2 1.3 1.58 1.79 - 120 (2 hr) 0.58 0.8 0.96 1.14 1.3 1.5 150 0.49 0.66 0.78 0.93 1.1 1.23 180 (3 hr) 0.42 0.56 0.67 0.8 0.92 1.05 4 hr 0.33 0.44 0.53 0.62 0.72 0.81 5 0.27 , 0.36 0.43 0.5 0.57 0.66 a 6 0.23 0.3 0.37 . 0.43 0.49 0.57 8 0.2 0.24 0.29 0.34 0.39 0.44 - 10 0:15 0.2 0.24 0.29 0.32 0.36 12 0.13 0.17 0.2 0.25 0.28 0.31 14 0.11 0.15 0.18 0.23 0.24 0.27 - 16 0.1 0.13 0.16 0.2 0.22 0.24 18 0.09 0.12 0.14 0.18 0.19 • 0.21 -- 20 0.08 0.11. 0.13 0.17 0.18 0.19 22 0.07 0.1 0.12 0.16 0.16 0.17 24 0.07 0.09 0.11 0.14 0.15 0.16 a. 26 UNITED BUILDING CENTER Lucerne, Colorado SITE PLAN REVIEW APPLICATION REPORT Prepared For UNITED BUILDING CENTER January 26, 2004 Project No. 03024 Prepared By: V . KETTERLING, BUTHERUS AND NORTON I , ENGINEERS, LLC. 820 8TH STREET PLAZA ENGINEERS GREELEY, CO 80631 I. Introduction A. Purpose This report is intended to show that the proposed United Building Center,Lucerne, Colorado project complies with the standards of the"Charter and Code of the County of Weld,Colorado(Weld County Code),"as published by the Colorado Code Company. B. General Location United Building Center, Lucerne, Colorado is a parcel of land located in the Fast %z of the Northeast 'A of Section 19, Township 6 North, Range 65 West of the 6th Principal Meridian,within the County of Weld, State of Colorado. The project is bounded by W.C.R. 39 on the east, C-3 zoned land to the north and south, and the Union Pacific Railroad to the west. The site will be served by Qwest communications and Xcel Energy. An existing 3"North Weld County Water District line in W.C.R. 39 will supply potable water to the site. Two proposed water wells will provide a combined minimum fire flow of 1,000 gpm. A septic system will be built to provide sewage disposal. Gas to the proposed office will be supplied by an on-site propane tank. C. Description of Property United Building Center consists of approximately 8.3 acres,with 4.9 acres being developed at this time. The remaining 3.4 acres will be reserved for a future warehouse and will also contain the detention pond to be built at this time. The site has historically been used for farmland. In its developed state, the property will be a lumberyard with a staff of 10 employees and will be include all of the buildings shown in Table 1 below. Small grade changes will be required for construction of the detention pond,the parking lot area, and building pads. Warehouse 12,500 Sq-Ft ,Future Warehouse 16,000 Sq-Ft Office/Showroom 7,000 Sq-Ft Line Shed 3,600 Sq-Ft Future Line Shed 3,600 Sq-Ft Cantilever Rack 1,400 Sq-Ft Table 1. Proposed and Future Buildings 1 II. Statements of Compliance This section will demonstrate the proposed project's compliance with County standards as required my Section 23-2-160 of the Weld County Code. A. Potable Water(Section 23-2-160.F) The site will be supplied by a'/<"tap connected to an existing 3"North Weld County Water District line in W.C.R. 39. The potable water supply will not be used for landscape irrigation. B. Sewage Disposal(Section 23-2-160.G) The site will be served by an on-site septic system. C. Setback and Offset Requirements(Section 23-2-160.J) No building on the site is located within 25 feet of the proposed W.C.R. 39 right-of-way line. The proposed parking lot is located 15 feet from the W.C.R. 39 right-o€way line and is screened by a berm. No building is located closer than 10 feet from the property line. D. Landscape Requirements(Section 23-2-160.M) Lot coverage by buildings and asphalt is approximately 16%whereas the maximum allowable is 85%. There is a 15-foot landscape setback between the proposed parking lot and the proposed W.C.R. 39 right-of-way line. The proposed parking lot is buffered from W.C.R. 39 by a gravel covered berm and two two-inch trees(shown on the Site Plan Drawing.) The landscape maintenance plan for this site consists of hand watering the two proposed trees and periodically mowing the native grass area around the detention pond at the south end of the site. E. Off-Street Parking Requirements(Section 23-2-160.O) The number of Off-Street Parking spaces required are calculated in Table 1 below. Thirty-five (35)spaces are required and thirty-six(36)are provided. Warehouse(1 Space per 1,000 Sq-Ft) 12,500 Sq-Ft 12.5 Spaces Office Area(1 Space per 500 Sq-Ft) 1,750 Sq-Ft 3.5 Spaces Office Area(1 Space per 2 Employees) 10 Employees 5 Spaces Showroom (I Space per 400 Sq-Ft) 5,250 Sq-Ft 14 Spaces Total 35 Spaces Table 1. Number of Off-Street Parking Spaces Required 2 F. Street Access(Section 23-2-160.Q and R) The site will have safe access to the W.C.R. 39 via a 40-foot driveway. The existing roadside ditch will have a 15"RCP culvert at the driveway. All requirements in Section 232-160.R have been met in the design of this driveway and culvert. G. Trash Collection Area(Section 23-2-160.T) The site will have one dumpster to be located behind the office/showroom building and therefore screened from the view of people in the W.C.R. 39 right-of-way. H. Compatibility(Section 23-2-160.U) A lumberyard is a use allowed by right in a C-3 Zone District. The United Building Center, Lucerne, Colorado will adhere to all of the operation standards outlined in Section 23-2460.U. I. Mineral Rights(Section 23-2-160.Y) It is our understanding that the mineral rights are owned by United Building Center and therefore there is no potential conflict. 3 PL1723 Oversized Maps Located in Back of Original File Not Scanned Hello