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Home My WebLink About20053479.tiff SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT#/AMOUNT# /$ CASE#ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number 0707-07-0-00-045 (12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or www,co.weld.co.us). Legal Description'TSi34 NW4, Section 7,Township 7 North, Range 66 West Flood Plain: FEMA FIRM Zone C—None Zone District:, Total Acreage: 184 Ac, Overlay District: Geological Hazard: \JD ,Airport Overlay District: t )0 FEE OWNER(S) OF THE PROPERTY: Nam e:Waste Management Disposal Services of Colorado, Inc. Work Phone#303-914-1400 Home Phone# Email Address: Address:P.O. Box 1450 City/State/Zip Code Chicago, IL 60605-1450 Name: Work Phone# Home Phone# Email Address: Address: City/State/Zip Code Name: Work Phone# HomePhone# Email Address: Address: City/State/Zip Code APPLICANT OR AUTHORIZED AGENT(See Below:Authorization must accompany applications signed by Authorized Agent) Name:Waste Management DSC c/o Chip Wertz Work Phone#303-914-1438 Home Phone#($o.))z-‘10-074-I- Email Address:cbwertz@wm.com Address: 8310 South Valley highway, Suite 200 City/State/Zip Code Englewood, CO 80112 PROPOSED USE: Administration Facility, Container Repair facility, Fueling Station,Truck Wash, Container Storage, and Truck Storage I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my(our)knowledge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included indica signato has to legal authority to sign for the corporation. d r 1/ Signature: Owner or Authorized Agent Date Signature: ner or Authorized Agent at EXHIBIT L 2005-3479 Rothberg Tamburllu Wmsor Weld County Planning Commission August 8, 2005 Permits Coordinator NI-7660-CD Weld County Department of Planning and Zoning SL# 28442 1555 North 17 Avenue Greeley, CO 80631 Reference: Site Specific Development Plan and Use by Special Review (USR) Application for Waste Management of Northern Colorado's Regional Operations Facility Dear Permits Coordinator: On behalf of Water Management Disposal Services of Colorado, Inc. (WMC), Rothberg, Tamburini & Winsor, Inc. (RTW) is pleased to submit the following documents to initiate the Weld County USR application process for the proposed Waste Management of Northern Colorado operations facility: • Site Specific Development Plan and Use by Special Review (USR) Application — One original and 19 copies. • Site Specific Development Plan and Use by Special Review (USR) Map Requirements— 20 copies of the plan set containing 13 sheets titled, "Waste Management of Northern Colorado" prepared by RTW and dated July 2005. • 8.5" x 11" and 11"x17"reduced copy of the Special Review Plat drawing set. • Electronic copy of map (i.e. 13 sheet drawing set) is provided on a CD-ROM in .pdf format for use by the County. • Storm Water Management Structures Design Materials and Location of Flood Hazard (as requested in Plot Plan Requirements). • Site Specific Development Plan and Use by Special Review (USR) Questionnaire — One original and 19 copies. • Weld County Road Access Information Sheet—One original and 19 copies. • Letter from North Weld County Water District showing evidence of adequate water supply—Two copies. L\dpml'FC\Pn1660\Permit Applications\USR Cover I.etler doc Professional Engineers and Consultants Denver, CO • Colorado Springs, CO • Fort Collins, CO • Elko, NV • Phoenix, AZ 419 Canyon Avenue • Suite 220 • Fort Collins, Colorado • 80521-2671 • 970-224-5999 • FAX 970-224-0676 SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) QUESTIONNAIRE 1. Explain, in detail, the proposed use of the property. The Waste Management of Northern Colorado operations facility is proposed to be located on approximately 27 acres of a 184-acre North Weld Landfill buffer parcel located southeast of the intersection of Weld County Roads 25 and 84. The buffer property is zoned agricultural and is currently leased to farmers for sowing crops. The proposed facility will be located in the northwest corner of the 184-acre parcel. The remaining 157 acres of the parcel will continue to be used for agricultural production until required for other permitted uses. This facility will serve as a regional administration facility, a container and truck repair facility, a fueling station, a container storage facility, and a truck parking facility. The facility design draws from past experience at other regional waste management facilities owned and or operated by Waste Management in Colorado. These other facilities have many similar characteristics such as ingress, egress, lighting, administrative facilities, truck and container maintenance facilities, parking, container storage areas, storm water detention, septic systems, and evaporative ponds. The complex is compatible with the neighboring Waste Management North Weld Landfill. 2. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22 (Comprehensive Plan). The proposal meets the requirements of Chapter 22 in the Weld County Code as seen from the remainder of this questionnaire. A significant decree of Weld County focuses on conservation of farmland. With that in mind, the County also understands "other" needs of its residents. The proposed USR site will work in conjunction with the existing landfill located %: mile south. The landfill offers the County a vital location to provide long-term environmentally sound solid waste management for Weld County and the surrounding region. 3. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 23 (Zoning) and the surrounding land uses. This proposal is consistent with the intent and meets the requirements outlined in Chapter 23 of the Weld County Code. Although most of the information found in Sections 23-2- 240, 23-2-250, and 23-2-260 of the Weld County Code is addressed within the remainder of the application, a few items should be addressed at this point. These items will be addressed by Section. Section 23-2-240: Item 10. — Screening has been incorporated into the site design with berms and landscaping located along the frontage roads of the site. No screening was provided along the east and south property lines for two reasons. First, the land east and south is owned by Waste Management Disposal Services, Inc. (WMC), and does not warrant the P.\Adproj-FMn766o\Pcns Applications\USR.doc screen. Second, the site may expand to the south within the USR boundary established in this process. Item 11. — The proposed USR site sits on a 184-acre parcel zoned agricultural by Weld County. In accordance with the soils report this land is rated as good for the agricultural cultivation. This site was purchased by WMC as a portion of the buffer property for the adjacent landfill and is currently leased to a local farmer for growing crops. The proposed USR facility will occupy approximately 27 acres of the northwest corner of the property. The remaining 157 acres will continue to be used for agricultural production until required for other permitted uses. Section 23-2-250: Item A. — The proposed site will conform to the noise standards enumerated in Section 25-12-101, C.R.S. The noise from normal operations on the property will remain below the 75 db(A) limits at the applicable monitoring boundary. hem B. — Emissions from normal operations at the site will comply with the air quality regulations promulgated by the Colorado Air Quality Control Commission. Emissions will come from welding, painting, maintenance operations, and truck traffic. The trucks shall be maintained in accordance with emission limits set by the State. Item C. — Water quality has been addressed through the use of a septic tank and distribution field for domestic treatment, a lined evaporation pond for management of non-domestic waste water, and through a properly designed detention pond that addresses water quality for storm water runoff. Non-domestic waste water may be utilized for dust suppression within the lined portion of the adjacent landfill, in accordance with currently approved practices. Through each of these facilities, the site adequately addresses water quality for both on-site and off-site aspects. Item D. — The site design accounts for light emissions from the site. Outdoor lights are located generally within the parking areas. All parking lights do not resemble traffic signals, nor do they cause nuisances, traffic interference, or unusually hot temperatures. Substantially all onsite lighting will be downcast and shielded to minimize impacts to neighbors and the night sky. Item E. — The site does not generate heat to raise the temperature of air more than 5 degrees Fahrenheit at or beyond the USR boundary. hem F. — The landscaping within the USR property will be maintained. No noxious weeds will be permitted on-site in accordance with Weld County Codification Ordinance 2000-1. I\Adq%-FC\Po]E6%Fpmit AppUylttntUS0.4c 2 4. What type of uses surround the site? Explain how the proposed use is consistent and compatible with surrounding land uses. The USR site abuts agricultural land on all sides. The property one half mile south of the proposed USR facility is a long-term regional landfill operation of common ownership. The proposed USR property will centralize the administration, maintenance, and container storage for WMC's northern Colorado operations. This USR application has a consistent and compatible use with the established landfill. 5. Describe, in detail, the following: a. How many people will use this site? This site is designed for 125 persons at commencement of operation, with the capacity for future expansion. Of the 125 employees, only 35 will use this site full time. In general, the 90 truck drivers will visit the site each day to pick up and drop off their trucks. During the day, the truck drivers do not use the facility. We anticipate that the general public's use of the facility to be minimal. b. How many employees are proposed to be employed at this site? Three groups will use the site: truck drivers, administrative employees and maintenance workers. Currently, 125 persons are anticipated to be employed at the site. c. What are the hours of operation? The facility has posted public hours of operation from 8:00 a.m. to 5:00 p.m. Monday through Friday; however, there can be ongoing operational and maintenance activities up to 24 hours a day, seven days a week. d. What type and how many structures will be erected(built) on this site? Two occupied structures and a fueling station are currently planned for the site. The two occupied structures are an administration building and a container and truck repair facility. The container and truck repair facility includes the proposed truck washing station. e. What type and how many animals, if any, will be on this site? The site does not plan to house any animals. f. What kind(type, size, weight) of vehicles will access this site and how often? J'.Udp%-FOPn76fi0Vemis Applications\US0.Ett �„- 3 Assuming no employees carpool, 125 people will drive to and from work an average of 5.5 days per week. In addition, 90 of these employees will leave in the morning in trucks to drive their daily routes and return later that day to park the vehicles. The arrival of employees is staggered from 2:00 a.m. to 9:00 a.m. Assuming that the employees work an average of 5.5 days each week all year, the total vehicle trips amount to: 125 cars * 2 trips/day/car * 286 days/year = 71,500 car trips to and from the site/year(196 trips/car/day) 90 trucks * 2 trips/day/truck * 286 days/year = 51,480 truck trips to and from the site/year(141 trips/truck/day) Each commuter car has a typical gross vehicle weight of 5500 lbs. Each empty truck has a typical gross vehicle weight of 33,000 lbs. On a less frequent basis, fuel trucks and delivery truck will visit the site for restocking the site. These additional trips will account for about a 2%+/- increase in traffic to and from the site. The vehicle weights of the delivery trucks are assumed to be similar to the weights of the company trucks for planning purposes. g. Who will provide fire protection for the site? The Windsor-Severance Fire Department will provide fire protection for the site. Knox boxes or other acceptable access control feature will be located onsite for access to the security gates and/or buildings. h. What is the water source on the property? North Weld County Water District (NWCWD), as required, will provide domestic, fire, and irrigation water for the site. NWCWD has a 4-inch and a 12- inch potable water line adjacent to the site along County Roads 25 and 84. WMC intends to purchase water rights and transfer the shares to NWCWD for treatment and distribution. What is the sewage disposal system on the property? (Existing and proposed). The proposed sewage disposal system has two components. The first system collects the domestic wastes from restrooms, showers, and the kitchen and directs them to a conventional on-site sewage disposal system. This portion of the system is currently under review by the Weld County Department of Health and Environment. The second system collects the water from floor drains and truck/container wash water in the container and truck repair facility. This water is directed through a sand/oil/water separator into a lined evaporation pond. This 14\Jpq-EC?Po7660\Pamil Applications\USRdoc 4 • non-domestic wastewater may be utilized for dust suppression within the lined portion of the adjacent landfill, in accordance with currently approved practices. j. If storage or warehousing is proposed, what type of items will be stored? The site will store waste containers outside in designated areas. 6. Explain the proposed landscaping for the site. The landscaping shall be separately submitted as a landscape plan map as part of the application submittal. A landscaped berm screens the USR site from both County Roads 25 and 84. The berm will be planted with grass, bushes and trees to provide an aesthetically pleasing view to the neighboring properties and motorists passing by. The berm will also serve as a wind block for the site from the prevailing northwesterly winds. On-site landscaping will be around the Administration Building. The landscaping around the building will consist of grass and shrubs. Landscaped areas will be provided with drip or spray irrigation in accordance with the needs of the plant varieties. A preliminary landscape plan has been attached for the County's review. 7. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. No reclamation procedures are planned at the termination of the Use by Special Review. 8. Explain how the storm water drainage will be handled on the site. The pre-existing site has a relatively even one percent grade from the west to the east side of the site. No offsite runoff enters onto the site from the west due to a ridgeline that runs along the centerline of County Road 25 located adjacent to the west property line of the site. The contours across the site promote sheet flow to the Coal Creek drainage way located just offsite to the east. No defined channel exists on-site or offsite tributary to the creek. The proposed USR site pad is located in the northwest comer of the property and will cover approximately 27 acres of the 184-acre parcel. The site design concentrates runoff to a detention pond where the runoff is released at pre-development flow rates. Phased discharge improvements are required for the detention pond since the site does not have access to a defined channel leading to a major waterway. To avoid creating a concentrated flow that encourages erosion across the site, the storm water will be released in a controlled fashion that promotes infiltration and mimics existing drainage patterns on site. A level spreader is proposed at the discharge of the detention pond. This technique allows the released water to disperse across the adjacent site to the east as sheet flow, similar to pre-development conditions. Using this approach also eliminates the need to obtain an offsite easement for construction of a channel to Coal Creek from the site. The -FCIPm,�mon Applications\usa� 5 pond outfall discharges at the pre-existing storm runoff rate up to the 25-year 24-hour storm. Please note that the discharge from the proposed USR property exits onto property owned by WMC. The adjacent property acts as a vegetative buffer promoting the infiltration of runoff and the uptake of nutrients. The proposed storm water detention pond incorporates both detention and water quality considerations into the design. The pond was sized assuming the site will be fully paved in the future. In addition, the future expansion area was considered in the sizing of the pond. The future expansion area was assumed to be fully paved and will flow to the detention pond. In addition to the volume required for detention quantities, additional volume was included for water quality in accordance with the Urban Storm Drainage Criteria Manual. 9. Explain how long it will take to construct this site and when construction and landscaping is scheduled to begin. Construction has an estimated duration of twelve months. Construction will begin soon after approval of the USR. Erosion control will be placed on-site until final landscaping is in place. The landscaping shall be planted in accordance with recommended planting times subject to seasonal variations. 10. Explain where storage and/or stockpile of wastes will occur on this site. Wastes may be stored onsite for limited time periods. All waste stored onsite will be stored in environmentally sensitive containment units. Spoils from grading operations as well as construction materials for the jobsite may be stored and stockpiled in a controlled area south of the proposed USR site. This will be a temporary use during development and construction of the USR property. All stockpile areas will be provided with the appropriate sediment and erosion control devices. Any disturbance outside the proposed USR property will be restored to approximate pre-existing conditions at the conclusion of the construction period. 1.adpoj-FCVn7660\pvmit Appliwtiom\USRbx 6 WASTE MANAGEMENT DISPOSAL SERVICES OF COLORADO, INC. CERTIFICATE OF INCUMBENCY I, DENNIS M. WILT, do hereby certify that I am the duly appointed and qualified Vice President and Assistant Secretary of WASTE MANAGEMENT DISPOSAL SERVICES OF COLORADO, INC., a Colorado corporation formerly known as Waste Services Corporation (the "Corporation"), and that the following persons have been appointed or elected, having qualified, and are now acting as duly authorized signatories on behalf of said corporation in planning and constructing a waste hauling facility for the Corporation to be located in the Northwest '/ of Section 7, Township 7 North, Range 66 West of the 6th Principal Meridian, Weld County, Colorado (the "Project"). Said persons may act jointly or severally, in making applications, permits, appearances at public hearings, inspections and related activities throughout the pendency of the project, in the capacity set beside their respective names. I further certify that the specimen signatures provided herein are authentic and may be relied upon as the true si of our duly a orized signatories: RO RT P D MICO President ONAL . WERTZ Manager of Construction (aka Chip Wertz) IN WITNESS WHEREOF, I have subscribed my name as Vice President and Assistant Secretary this 3-4 day of August, 2005. WASTE MANAGEMENT DISPOSAL SERVICES OF C ORADO, INC., __ "OFFICIAL SEAL" a Color do corporation soipril DEBORAH L. NENDICK COIUMSSON EYVRES 01/24/06 / �--.'U L DENNIS . WILT, Vice President and Secretary SUBSCRIBED and SWORN To before me this,1,44lay of August,t, 2005. � Nc/c LL?1-11 Notary Public, State of Illinois e- 6 �C� r©' ' �► ' ' _ t �� Fwi • 1•] DEPARTMENT OF '' ;'�;. 'e CERTIFICATE STATE •' 9, NATALIE MEYER , 9'eoaeta/iy of dale of the plate of Wolo2ado &al the fre2eyfasaite4 �02 the iaaaance of 1414 cedf cake Acme Aeon AWL" on con9ilsance with Iwo and ate ioaaul to cansatan to lass. deCOleailty+, the tonule24i9raed, Ay ssi24ae of the authotiese ZoeoLea in me 4y h, 4ese4 edoaea A CERTIFICATE OF INCORPORATION TO WASTE SERVICES. INC. (yNArrir C - . - f A . .i? thy, , 7 r .�.;t .mow' tezie.CJ ,,, y ,� .d`i ,�'�C O SECRETARY OF STATE \\`� DATED: NOVEMBER 5. 1985 ARTICLES OF INCORPORATION FILED ILED ti r, ;,�E,,; 5 Ala NOV -5 (985 WASTE SERVICES, INC. STATE OF COLORADO DEPARTMENT OF STATE I , the undersigned natural person of the age of eighteen years or more, acting as incorporator of a corporation under the Colorado Corporation Act, adopt the following Articles of Incorporation for such corporation: FIRST: The name o£ the corporation is WASTE SERVICES, INC. SECOND: The period of its duration is perpetual . THIRD: The purpose or purposes for which the corporation is organized are: to own and operate waste disposal sites and the transaction of all lawful business for which corporations may be incorporated pursuant to the Colorado Corporation Code, and to manufacture, distribute, grow, purchase, or otherwise acquire, own, mortgage, pledge, rent, sell, assign, broker, and transfer or otherwise dispose of , to invest in, trade, deal in and deal with goods, produce, wares, and merchandise, and real and personal property of every class and description, as authorized under the laws of the State of Colorado and the laws of the United States of America. FOURTH: The corporation shall have all powers authorized under the laws of the State of Colorado and the laws of the United States of America. FIFTH: The authorized capital stock the corporation shall be authorized to issue is 100,000 shares, and said shares shall have no par value and shall be non-assessable. SIXTH: Cumulative voting of shares of stock is not authorx ez d. SEVENTH: Shareholders shall have no pre-emptive right to acquire additional or treasury shares of the corporation. EIGHTH: The address of the initial registered office of the corporation is 1253 49th Avenue, Greeley, Colorado 80634, and the name of its initial registered agent at such address is Lynn Keirnes. NINTH : The address of the place of business is 1253 49th Avenue, Greeley, Colorado 80634. TENTH: The number of directors constituting the initial Board of Directors of the corporation is three ( 3) , and the names and addresses of the persons who are to serve as directors • until the first annual meeting of shareholders or until their successors are elected and shall qualify are: NAME ADDRESS LYNN KEIRNES 1253 49th Avenue, Greeley, Colorado 80634 LELA J. KEIRNES 1253 49th Avenue, Greeley, Colorado 80634 C. BRADLEY KEIRNES 1253 49th Avenue, Greeley, Colorado 80634 ELEVENTH: The following provisions are inserted for the management of the business and for the conduct of the affairs of the corporation, and the same are in furtherance of and not in limitation or exclusion of the powers conferred by law. Contracts with Directors, Etc. No contract or other transaction of the corporation with any other person, firm, or corporation, or in which this corporation is interested shall be affected or invalidated by: • (1) The fact that any one or more of the directors or officers of this corporation is interested in or is a director or officer of another corporation; or (2 ) The fact that any director or officer, individually or jointly with others, may be a party to or may be interested in any such contract or transaction. Each person who may become a director or officer of the corporation is hereby relieved from any liability that might otherwise arise by reason of his contracting with the corporation for the benefit of himself or any firm or corporation in which he may in any way be interested. TWELFTH: The name and address of the incorporator is: - NAME ADDRESS WILLIAM L. WEST Suite 402, 1100 Tenth Street, P.O. Box 127 , Greeley, Colorado 80632 DATED this /2- day of tirr , 19 8. WILLIAM L. W ST STATE OF COLORADO ) ss. : COUNTY OF WELD I► Kelly Jean Tomasi , a notary public, hereby certify that on the 4th day of November , 1985, -2- personally appeared before me WILLIAM L. WEST, who being by me first duly sworn, declared that he is the person who signed the foregoing document as incorporator and that the statements therein contained are true. IN WITNESS WHEREOF, I have hereunto set my hand and seal this 4th day of November , 1985. My Commission expires: August 12 , 1987 Notary 11c 1100 Tenth Street, Suite 402 Greeley, CO 80631 -3- RR2225?90 • ■ • • STATE `OF'COLORADO DEPARTMENT OF STATE CERTIFICATE 2, NATALIE MEYER, Secretary of State of the State of Colorado hereby certify that the prerequisites for the issuance of this certificate have been fulfilled in compli- ance with law and are found to conform to law. Accordingly, the undersigned, by virtue of the authority vested in me by law, hereby issues A CERTIFICATE OF AMENDMENT TO WASTE SERVICES CORPORATION, FORMERLY KNOWN AS WASTE SERVICES, INC. B 1275 REC 02225790 08/31/90 16:37 5.00 1/001 F 0352 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO Dated: AUGUST 18, 1989 SECRETARY OF STA ■ FL FP CHANGE OF NAME ARTICLES OF AMENDMENT TO THE ARTICLES OF pJCQRP ifATION Pursuant to the provisions of the ,0ora�3q= :Cortporation Code, the undersigned corporation adopts the £ol`iowing Articles of Amendment to its Articles of Incorporation: FIRST: ' The name of the corporation is Waste Services, Inc. SECOND: The- following amendment- to the Articles of - Incorporation was adopted on July 20, 1989 as prescribed by the Colorado Corporation Code by a vote of the shareholders. The number of shares for the amendment was sufficient for approval. THIRD: The Articles of Incorporation shall be amended so that the name of the corporation shall be: WASTE SERVICES CORPORATION. WASTE SERVICES, INC. B C. Bradley K it s, President -c•= ary OV COto STATE' ' /ADO 18 DEPARTMENT OF STATE CERTIFICATE I, NATALIE MEYER, Secretary of State of the State of Colorado hereby certify that the prerequisites for the issuance of this certificate have been fulfilled in compli- ance with law and are found to conform to law. Accordingly, the undersigned, by virtue of the authority vested in me by law, hereby issues A CERTIFICATE OF AMENDMENT TO WASTE MANAGEMENT DISPOSAL SERVICES OF COLORADO, INC. , FORMERLY KNOWN AS WASTE SERVICES CORPORATION. EFFECTIVE DATE TO BE DECEMBER 31, 1992. Dated: NOVEMBER 3, 1992 (79; SECRETARY OF STA for uflict u4 unh ss Fora I)-e 1461 MAIL TO: Sabre.,is°"d""` Colorado Secretary of State Filing Fee: =30.00 Corporations Office _- •. This daavnrent nem ee sype.naen 1560 Broadway,Suite 200 • Denier,Colorado 80202 (103)866-2361 • G-C�y£��/i ARTICLES OF AMENDMENT F�L�lj�U11Y Lc4n- / to the .ts_0 � ARTICLES OF INCORPORATION • ("\•X 'Pursuant to the provisions of the Colorado Corporation Code,the undersigned corporation adopts the following Articles of Amendments to on Articles of Incorporation: FIRST: The name of the corporation is.(oote l) paste Services Corporation SECOND: The following amendment to the Articles of Incorporation was adopted on November •1 19,92 as prescribed by the Colorado Corporation Code,in the manner marked with an X below: .` Such amendment was adopted by the board of directors where no shares have been issued. _X_ Such amendment was adopted by a vote of the shareholders.The number of shares voted for the amendment was sufficient for approval. RESOLVED, that it is deemed advisable by the Board of Directors and the Stockholders of the Corporation that Article First of the Articles of Incorporation of the'Corporation be amended to read, in its entirety, as follows: "FIRST: The name of the corporation is Waste Management Disposal Services of Colorado, Inc." FURTHER RESOLVED, the effective date shall be December 31, 1992. THIRD:The manner.if not set forth in such amendment,in which any exchange,reclassification.or cancellation of issued shares provided for in the amendment shall be effected.is as follows NO CHANGE FOURTH: The manner in which such amendment effects a change in the amount of stated capital,and the amount of stated capital as changed by such amendment,are as follows: NO CHANGE Waste Services Co oration (Note I) By 11ti 1 hwam and (Note 2) itowa A (Note 3) r awn. ,rte NOTES: I. Exact corporate name al-corporation adopting the Articles of Amendments.(lf this lea change of name amendment the name before thin amendment le filed) 2. Signatures and tines of ofl<en Signing for the corporation. tX.n-uat.,rs 3. Where no sharea have hero Issued,nlgnarure of a director. _. (COLD. — 633 — 10/6/1371 Rothberg �„ 1l Proj. No.: )"C 7 File: Pg.: � limbu m of: �jC(.�llj lj L�.•JJt.Il 11 11 1 Calcd: Chkd: Appvd: Date: ��21 OS ,� Winsor t Project: � rc`-+e F 'car'2.0 err p_{ Work: n'VC- 1n + 4 Vo�T ',‘DV, • rr \G �iC (')('D 'J.�4`� !`. 1f 't r- !- r.a i ( (! 4. JnirI`-c-.' or 4 ,)t C � ly = rUno<< a Pager .o:resJ e u(1)f__t ` Kr • 'J r ?L C_r L.e: ", u ,tl Li :1(.0 ?, '2(1 . 7N ✓1,;L rfx! 'nor _� _ Z (tC- 1'lII G f7ln) Y1JjV 111 L, In{ OOIN "� �'C OJiL) 10;d" '3Yl_. ...,iP�.. h 7 1ry DAC .-0.iA Li) ')i'- . °CVy1(' )( , • ar :14; n :1i ( ,. ( „C O.pti C)!A 1576 Sherman Street • Suite 100 • Denver, Colorado • 80203-1713 • 303-825-5999 • FAX 303-825-0642 Rothberg IA` , ��'y�■r',� �r'y�' Proj. No.: File: Pg.: � of: Z ra 111.11.11 1111 ,I'•. Winsor Calcd: Chkd: Appvd: Date: 1 /? / S' Project: 00c 1DflAl C'Y itT r Work: V-W,).".• i f \J( (.n:n !� Alit— `✓112 . '` 'Y PJ OUN'..'j ^.L')( ;�.('i lX ,OW` . �he a asnz�� may mho,15 uln-r_ WO_ cPre_'�e�nprrz�`` e t°n'�'is . -7,5,a 51 i 0l,ar00 S'' _0r,6 IP: Q Ot:/l -l! C. Dor 04 \,4b/ I "aw& 2,r -_, 1'(xkrU30,11 D,.0 _i.9 ,L1c -c. -r, f.k. -15m "1. • ( .rn- . \InlL fire ' t; uct.rye,n 6CzC `(W•v �cr _n ')ar_I el,( Ifr,_Ltrtrl-� C. 2-Li f.;-1 P(— IC Y^n!', 0,HI`) 5L ZD°to •M(??_rr.a�s _ I JK�. (I / 1/.. f Di � ..� .G'�r l�J � �.. (C!,D f/� C G 2t _�. 115.1 ' �- P( .. Uf fY ✓ Y?1C!'UC ��111(�i i // n '✓ 1�� lar.Vet loJ( L I )flO 5eLhOvt . NA eojoo. PtOxi1D \c,t U5°n ';o HC•lflrj(I- t )ro'— (,f.)<rC\. n', .r '3C. [t Uex•reC [b(LI1 et t+ar'OVC 061 `rQQ 1111"',"L") , .J f '-tf1Il ✓.�, nIcip 01 'rQ :��-'( M a 1 ; . CO. 'CS ..or-: 'v^- w h,o - v- ) . B ', � n. 2 r 11 : LL I fA`7Q 1e./ ;1 1 >>A a I()))z OY FY LJo 'UN c ( i" _' �. 1576 Sherman Street • Suite 100 • Denver, Colorado • 80203-1713 • 303-825-5999 • FAX 303-825-0642 RUNOFF DRAINAGE CRITERIA MANUAL (V. 1) Ca = Runoff coefficient for Natural Resources Conservation Service (NRCS) Type A soils Ca = Runoff coefficient for NRCS Type B soils C ) = Runoff coefficient for NRCS Type C and D soils KA = Correction factor for Type A soils defined in Table RO-4 Kcp = Correction factor for Type C and D soils defined in Table RO-4 TABLE RO-4 Correction Factors KA and Kw 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 -0.101+ 0.11 -0.181+ 0.21 -0.28i+ 0.33 -0.331+ 0.40 -0.391 + 0.46 A 0 -0.08i + 0.09 -0.141+ 0.17 -0.191+ 0.24 -0.22i+ 0.28 -0.25i + 0.32 E- A14 • (\.3V-.3 \.`i`k^' 1.135 - o .tt) cor Ca >p cr, 7 o Cry : (CA - CLv)/Z L = PPXC h ,enyexo 0. (tM (rb7t c`' 0.'m D (4'cAre, •vi ,rte Rothberg �jyy�h� �r'y�' Proj. No.: ti' �.h 1% File: Pg.: of: 1amb�.11 1111 W ^Or Calcd: Chkd: Appvd: Date: - ' �~ ll i Project: �� e 1 19Yt>gr.r�..tM.'r � r 1 C. Work: '�Co'= c 't.a 9YUf ., _ I r c-tt 6Ct1 jar. n1 a1N 1 ! f CT tat ,- s"Y r1 ,11 , < 6\AAclavYrP cA J {o( Pfc. -. C.AUC.,6ier tc _ oc.: Pr. 6-Af f. O, ;Q I/le U-?6 G5 Y Iz 0, Fig -)(lz o,`? l00•rz _ 0. hCVIP c* 't r�Y"0-1011. VI _ v 1' l SrAA^ 6A�ZXInn�rv4� � .:;��c 'ter- O.�f u '^X4�,-�t � I --W¢ n rs a�c�nsc" ^ ��ew d 2'1 ac r '.o )a LO C) ( y>'tta(t (�IYXnC, ::.1r03(10,° C- )3c ntiw! V-I 1A) 1YUtia.k 6Y GIC(IG`cc (1./ilVeP1 : 1O) 1 , L tla4c� k�rifL rr:b ( nui�ijfLc2,, 1 I Y1e1'lAr. W) 1rkt v...' YYIG^� F•OC Eal,wo b .Y./(10.. .n? . J'J [ ti b, 5 ,l, - Cc) C5 ' (J(!p4` COE "lu G(.k ^,.N 5-71C. 0 .._ _ .. _._ k.FiC in ^k. Chi ?lUg15J 'i rp -DDo ri( i-Dr - U1GAY1 G - 1576 Sherman Street • Suite 100 • Denver, Colorado • 80203-1713 • 3O3-825-5999 • FAX 3O3-825-O642 S 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- r 10-yr 25-yr 50-yr 100-yr 0% 0.04 4--.F.15)1 0.25 0.37 0.44 0.50 5% 0.08 -0.18 0.28 0.39-- 0.46 0.52 yr; 10% 0.11 0.21 i 0.30 0.41 0.47 0.53 / i /, 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 ()T . ` •)ir 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 0A5 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 Distract Rothbe / Pro). No.: ! "�fa V!) r G File: Pg.. Co of: tai 1 burm1 `�'i„soY Project:♦♦ �-24r-' Calcd: Chkd: Appvd: Date:l V 1) �\ar�U0.,rrM"1" Work: AUJenc.C I I rr,‘! ✓R`.rc,v� O(OID.11. `Vo✓Q rt.a et,L,V� . - i1?r1Y1/1� ?kfo` iP (rir��(X_i `IlC `'J3 "U' , on_ CJJ�o.� � 1 OV=�eue00-r to Coe ?.r - ( €t 1a'ett_ I . o-� +mss : rrg4)J UGM ' ", !)xlkvCouv-) -Dloo 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 oYP�ilo c o y j n ' �r 4 io rrps tu�,roW,rp �� Wtxe o-ei xervr-cA - 1, l r ticl.nfe2okaa- ( rcn,Jttc- \oy 25YtZ 53,10. icr_'Yz y3..8L 90 .v1 35:83 33.aa 1� f _ e or c'n. ILA DP , 1 _�1f ` 0OS I,'-;r z1r ;w t,^^ -,� : AI`s r 1576 Sherman Street • Suite 100 • Denver, Colorado • 80203-1 71 3 • 303-825-5999 • FAX 303-825-0642 Rothberg �\��l� r I ��yy��yy�� Proj. No.: File: Pg.: of:Tam!D/mow, Calcd: Chkd: Appvd: Date: 1j2' (�`'" W or Project: ln`,P \,`r C)Or�-.+".2 Work: (A1O4-( 1 �..,.)< • \ )e5;o r' ' r—U Y Uot I, cc?). 13 (10r 7 AMr Coin` c.- rrt�� ' , �,i' t ( - i tl�a �Y ': ear ,a,h ran ykok .\ t._ � , � aFizvCJr.) or ��r re.-, 6.1 0uAzu goo �", �rud >v 11 �F.� man 5� �'4s tar- r 7f �xtrr,�lc u nj.J Ca r, 0., V\ RI j r f'?'' KYOrr ;^.A. 1.)1F^r Oro( \r19.C-D. ty.,J-..r.n 'f`.'i'C' �•+` J ' wore' toi ,(0,a c<,_ (n, ' �tl ��_ A 1a.2 m m5� )!Z- ^ Yrz le; v Cajg, vv,vrz Ibple2'4tic , 88 _ n • \ ea %innAYt',2 �(x C•��L,.�! 'rt,r '1)(2 -n.s.us,_,)pt.C+. .r CY _ . 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(10( ,e 'it 04-} ., f. it3k - •,'R-E. U`..A 1Q % [Of 1A- /;72,S.Slri. 1576 Sherman Street • Suite 100 • Denver, Colorado • 80203-1713 • 303-825-5999 • FAX 303-825-0642 Pond Volume Average End Area Volume Contour Area Volume Cumulative Elevation Volume feet feet2 feet feet 17.5 1.00 0.00 879.25 18 3,516.00 879.25 10,171.00 19 16,826.00 11,050.25 28,212.50 20 39,599.00 39,262.75 48,259.50 21 56,920.00 87,522.25 60,240.00 22 63,560.00 147,762.25 ) ) Elevation vs. Volume 120000 sy k£M IF+.e i#µ�s #:3 � F+ 3#� ' 4F r r;' F' + �' , r°pp}3 ..§t rcd t E' p 'F 1 ;f `-6F.r,s3r y4 cv � �, ^��j t� fs ,ha £ x,- .. e, &vim ,„4 SS s uiFrF£ ,7 . Sr'Id sc i. F i j I �w.* . .v:, Fs :�Ffs 100000 FF 9 ::h,1100 �. : FW M ,F.a � ilibitiV a. 80000 qL. -: npli,4v FLlt • r V. , • 4 ,lit1/4„,,,,t. i.}1 r ,01,1",41 AA, -2,00,c-.2,,,I 2 , ki „. , .. 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No.: )`)1-1(rts()"(.Q Ale: Pg.: i4- of: -aI Tambl Calcd: Chkd: Appvd: Date: 121 :OS.- r Winsor Project: a'`•e 1 Uer-I-JeAr WI r ' • ()- Work: 7U f-C.{ 4 k..) tit r Lic-.. yAY, Da[ LNf.C9 t 1 D( , 't(E 1 r?uM. c' 1 ( Oa"IC) ' a __. , I -. On/Er inrJ q Weir' t ___ _. - _C0Y e oc:r_ C ix, 0-; � t rl.R ttt —t ° 0,p r C t s c�ra-,1C , 1 i _(qtr-t ----------------- - f"Lc U JO'lor • -P. Y`I_ lore ,..1.V�� ngir�,E.f1.n� Y14 Wu i \ (a„� I�, ) oo(ca , c i A- - 3- Clow a.l a= .or il uz _ Eti5) C,41 pr �u C4 ppcoz tin- (f or.5 or- Woe C `,b 6\ A `--ofock o< \N\J¢, ct `ac _.(sc‘rect) A -: Qfgp h1 (4[9) iN' '13.Ga �L,e4C-1 .or 1-1rsl ck.,5ktAni.L :YD M..:. 1, V tc-Y 5JC Z&C-2 likAio^,J( >vJ�ti,..) ;o ', z / r n rn C*t r o- 9' tie. -,,2c "1W.af4 Abole \c t L. Gt'( egjzti,& -•tit(' �rvm 1300 Or,, e"v-, (vnann,_1 - '_act r�\toff,yeJr)\un r -:.'er.Ot000 - Oi:;vthc Cyz. Cur 12:2; (.4,..°\a. L ear. ( tiJur: _ 30 ( 0 - "2'=)(H' ) . r 1'VL = S �3OJJ-_^.o,r2.� t,JU(" Lr�I.. F. ' 1576 Sherman Street • Suite 100 • Denver, Colorado • 80203-1713 • 303-825-5999• FAX 303-825-0642 • Rothber Proj. No.:1'\ "1'•••'/0 r `:" File: Pg.: ` of: Z 1 Tarriburim ri" Calcd: Chkd: _ Appvd: Date: _2_.(_ "1:_)-'� Winsor Project: ",..\o +c•. skccext(hu•.{\T Work: vn ‘1 4C i'_,e\ - S‘a,n ate. JL.0 :.., :cp�tl, 1`C.a.. . a ,,,1._tQwit 1([1'`40.r __.Ii--- 1..Yla bi.4ik; [ ,-Q!'1_.f:t.__0e.1. ' UJIS. 'i ' `` r ' (e):: 1, i. ,_...,f-9.0.e.6 f , .1 -....1_____;1__a_ ',-_CU° �_-'�, _` _L11. (1 _._. 1). X1,4,.- .uJ..CPeiL'li VPr:)'-yA:t2_.. " kr._Q_ • • I _ newt t ci)C\_' �t 1r,_' --_k .0. '.1� k.tc'-_ULiAotAct.._T.Vu --:i ,=i 1- '14TQ I iiiJO\!(-( _ . I r• 4_ I...-_..._ •._.__._._1. -._._i :---- --• .�.� 1' t.14,)‘82 J•X 0 r DI�_ILL'n. . -- { r� n�� .....________. __ .? 'r te. : : C- . J. - JUE...r1._rlVaaV-tGL -_!--__--. - T, ,,,.,,„ ,_,, , , , , , . • I , . i r-r -!F ^_ 2' Femrd: Z. I — .. _ . --- _ — 1 }-1t-- ..---1--J- ---I nl .•, - I-- _ !_ca..., :Now:our �v1pMQ�r`,c —. 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IP File: Pg.: A-7 of: m laburmi W /2.116) _ /rte _-s-r Calcd: Chkd: Appvd: Date: S Project: U_AD- r,N, r yrer`.C r\ t n CV + Work: Y-4.. n(,Cf. fThk.34k.C LQCQ. Ne...) Y�0`UCY^l Y ia(� '.''.Y \Inc' n (( 1 -I I6', JR/it, _ Da. cosAti. It (32 2aC"• 6) J Yk \_ CCurl' � '0 cer-"\r rsC4 111 Pr L OVale4 r I(Q arc it Crki CA- Jul �`/Q <�orrr ��', , . be Co,E', ?re_c.(__ n .mod PAP- (-Li ��, .r1 1 -�! -)l:k*k Cp pe..). . ',/.„2 one, O � I5 CC_all .) (u . .?C C_Cc � .�� FCC r' r(.. lL, (d \ 'jil. 1,c __ .. C"e Y'" YY arc n'L) Tri I) LP"4.:, „r 2 ' , rr, 1r CY':- r^ ,� t n e� t ' � ' ... �.� fir_ � �-�Y.I c.k,1C:. iq Ccr',i r \ tar t'-' I1,\D.it f or r\ "\r\nQ noec� r.'J.nc' {u eck )«.. '-V'-C I00 i£.C. L (r/lc, I ' ra 7-\\2 Cfr1UCwrz _1 t7o'K5 ;/.4; )pi`s r 1,\.11,3,('r) ' g(Quit eitn,r7 f / St / 3.L' _ i r tt"o4(2 T4-9-6( r-)r j 1" J.;rJC\ .J<c _1S C Y.:\ `° Jc C^ rL „rv..l^r. '.T1 `• �1�3 f. )(0 CL)J-e� F,t rL f� L J< r)( - q /e " �ift9 ,Li t 1L136(±1 'Y _ 'P1 t . L e 4C. 4-t oit Lccom - _ \-4p_ -> I(C ..(:._ - ': c �:I uF ,(t' A n\ It 1576 Sherman Street • Suite 100 • Denver, Colorado • 80203-1713 • 303-825-5999 • FAX 303-825-0642 T) Water Water Storage Orifice Wier Flow Submerged Total Pre-Developed Surface Surface Volume Flow Weir Flow Flow Flow Depth Elevation feet feet cubic feet cfs cfs cfs cfs cfs 0 17.5 0 0.00 0.00 0.00 0.00 0.5 18 879 3.16 0.00 0.00 3.16 1 18.5 5000 3.90 0.00 0.00 3.90 1.5 19 11050 4.52 0.00 0.00 4.52 2 19.5 24000 5.07 0.00 0.00 5.07 2.4 19.9 33000 5.46 0.00 0.00 5.46 5.42 5-YR 2.5 20 39263 5.56 0.00 0.00 5.56 2.97 20.47 5595c 5.98 5.26 0.00 11.25 1132 10-YR 3 20.5 60000 6.01 5.77 0.00 11.78 3.44 20.94 87000 6.38 14.60 0.00 20.98 20.88 25-YR 3.5 21 87522 6.43 15.98 0.00 22.41 3.72 21.22 100950 6.60 21.34 0.83 28.78 28.44 50-YR 3.93 21.43 110000 6.77 26.84 3.79 37.40 36.56 100-YR 4 21.5 110500 6.82 28.75 5.05 40.63 4.5 22 147762 7.19 43.33 17.06 67.58 \--&iv rof...-�y d�2r-tow (ire s4 3 i K/1i 1/.1V_V - Proj. No.: a' (.40•CP File: Pg.: 1.1 of: Tamburum Wirisp Calcd: Chkd: Appvd: Date: • 1 Project: r L . Work: e.}[,O'` v\%,r ro„C•Y�- -p- r n2 k (1f•c" ( -0 {'Y te„JulQ *If 2 iC ',1l' t.r rtr u .�lY'.. - _ 11(IR. `J7U.(U.oi... .1alUfYIG.S On �4,2 orou 7.1` Tice-5e- c.`/Ua.;zo (sue .v. f'' J 'cra Ckf aK iv Teti-)f Q( ,7d:. ,^.... J',R (?�Q ,_^.(_'. '1'1_ 16E- . ;`< nn'_.. _.-'JY,t rl 3i• .50gS1) > 000 '' ok.✓ En (nocs0 ' alp✓ D° Gip DOD a lit V One ol4ter wQ1 ft 'no‘, 11kA.cc.r 0. 2X. \ru CD( i'tn4- QDnca, ._T(v7 O)Q Ck `pure. \TV,Q1\ AV.SL is a'Cak1.n, ."oroJL to :V4 1 "`` (1✓bJ kcis. D,JO.. j_ Lo(' --)I'L r ieQ,,J1(e ott\e 5,7`f/G2 1_ \J'DNt�. U3.423/ - Van0V\e_Aal./( �1oed E, 20 d lnrx_t ors nay k Oak. ifetrem?A, 3 ,4 Pm., ( FtorQ I1�!A Y' Gr.2tky14.� ?S="_ ;._"a_::J_. ,-._1 ^J Nl V ; P ) 1576 Sherman Street • Suite 100 • Denver, Colorado • 80203-1713 • 303-825-5999 • FAX 303-825-0642 2v STORMWATER QUALITY MANAGEMENT DRAINAGE CRITERIA MANUAL (V. 3) F 0.50 ------ 40-hour Drain Tim: 0.40 • 24-hour Drain Tim• - 0.35 — — �► 0.30 --- wocv=a•(0.9U'-1.19i2+0..783 6-hr drain time a=0.7 rLn 12-hr drain time a =0.8 ` --- ------ ---- _._ -_-_._ - --! 24-hr drain time a =0.9 40-hr drain time a = 1.0 - l a 0.15 — uctra*Inlote -i 0.10 6-hour Drain Time 0.05 --- 0.00 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Total Imperviousness Ratio(I=/,,.x1100) FIGURE SQ-2 Water Quality Capture Volume (WQCV), 80th Percentile Runoff Event UVIOah \.kG.i.naN�- ^'r`nr� �Wnt s ittr \`a Ani-Cdr\ Pends n SQ-24 9-1-99 Urban Drainage and Flood Control District Rot 1J � WVrg Proj. No.: �JI RteG O (0 File: Pg.: Z I of: 2 a iibulmi Wins Calcd: Chkd: Appvd: Date: '�F�l �OS?ThProject: kk\ct //V�iGivACkurtJ.d14- �// C Work: R Unn - `A rtg*e�. `_ T+I, ,r r'.f(C \-Vc CxJ\'Ck- `.•zVv6-or C. W2re. `�:.�.,� .1:. rt DLO ) QC_LOC {ceel \a relca:Lc ar k l —,. 1 r�,C�'�4 ,.�biC,^, _ D INC��_.. A(�. D.(1!-n!`, AUiY.�^!1 � .1(!L �Gr`.C, r,," y016` (l_� t, r -Co : YC" ic AP�' tr /WY_ 4 ar!ILO(.'v '�� ".k).9 Y` ,- lC ��t�Q (lr 'n( L'y,c _EA( r2S1)C„tJ , DCdt e "--4• `(( ',e(l" Cr k I thl i1r LP^, ( ' � i �C� rr^ Y rl>='QK r�ttlr¢ trIJ- I(\YL . 1 nl_, 1.el( 2f. i ., i _ r„ .C j cif 26A-t En Ci?tk _tt _ FCM 0(4i D'A'te^ t'',;C ,� ,Y _ s) .. (CY('i c C (D ; L:t cr!Lill ) CP_A ea(\(\A\ _ QG Nit\,. fCa-*\^,oC ) nyc ,R_ XUJ2\_ 4)(er, r Ce, YQ C 1? rck vl(° letc_ V r 0r e[. C" _S\A-0-2\ C1L00- "1t, e ifir, `�0( tlf,C t r J ko3 a `tv, tr /l c \QAJe\ CPA 1' do u; r ; bet.: �.t C �r rt CL C li (:. gam= clr vc ' ,Z �c I -t7 ou It, r't. CYJ ti(\( Aft, '� _( cy'i( "'! (A act, Act, nr at{M'fl tf,, C 1 L'L l r , Lr brE A .C ,v CIfVl, ''D'J) r sc\ .r '1 V `.4,)1 L(! r 1576 Sherman Street • Suite 1OO • Denver, Colorado • 80203-1713 • 303-825-5999 • FAX 303-825-0642 • (00)snap • • I m 2 03 > } t r ►r��ir�isWII��cTa��r�v�s�W�rAar�a�sr p . �ae�� aa�sa��a�a�aas�r�ar_w�� E I , P ;�k W>J_. 7,112!„....„2„. ,,,,4. �i. aril :,,, <- e�I�� . ... us i r.ng9t1t1. �: �,. 1 el� 'iiIt \ (I1/4 III 1111t11 I \ I .1 VIIIIIIIa 4 iii,,3 l\\‘ '`\ ‘ 'l' I 11.7 ire' p=r-tr ---IL-tio*-- 1 il ler ili 40 ii ii \: ,..... - laillimii I , i / A O i N oo II II D. Izr,i, _. , , .....__ 1, I , gT ,, �N yFA Z o= P PN: DESIGNED BY: GI , os4 I.k ;elo�dl `.A�o'bO�1n k\;raN\;av� p x xxx xxx % Rothberg, lambunni & Winsor, Inc. DATE: DRAM BY: o And LL O%%%%RTIE INC CHECKED BY NO. DAM DES'D D'YM REVISION DESCRIPTION Professional Engineers&Consultants Fort Collins,Colorado (00)nnuv f 1 I I [ 5 Cm. O 4 ssmw®�iw,aiw: es��® ww�a�w�iin, a.®ss� -m.vmow _w —rT.i iiimumecktipitrii. "®a+ri - _ena Srawivro��v�sr�rtrw®��wscirt��r_rs�.r��?_� �rsrr•_ ' ® e ! mi 6 r �( "tl Ilk= I � \; I jlll l ... \�, Ire —■��r-® i ,� _ I _._Ii z t \ i lil t �� `�. _ III _. h r III lI 1 t , ,, i DO y 1 slirP ._ _ _ i 4.....PrZ R�+ ) m M - 6 � _ v RR (( PN: DESIGNED BY: p ��y�� }.�..�(��y�� Wins Q F1 �YC' \,)2Afel nL)e) ) ( CO'N S`C A c'.•.PA L".^lo(A DATE: DRAMA BY: O Rothberg, 'ambunni & Inc. X XXX XXX x xxrx R7W WC CHECKED BY: N0. DATE oes'D VIM REVISION DESCRIP➢WI Professional Engineers&Consultants "1,) n I,p , C Fort Collins,Colorado 4 Hello