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HomeMy WebLinkAboutresolution.council.092-12 RESOLUTION #9 (Series of 2012) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, APPROVING A CONTRACT BETWEEN THE CITY OF ASPEN AND GOULD CONSTRUCTION INC., AUTHORIZING THE CITY MANAGER TO EXECUTE SAID CONTRACT ON BEHALF OF THE CITY OF ASPEN, COLORADO. WHEREAS, there has been submitted to the City Council a contract for Leonard Thomas Reservoir Tree Removal project, between the City of Aspen and Gould Construction Inc., a true and accurate copy of which is attached hereto as Exhibit "A"; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, That the City Council of the City of Aspen hereby approves that Contract for Leonard Thomas Reservoir Tree Removal project, between the City of Aspen and Gould Construction Inc., a copy of which is annexed hereto and incorporated herein, and does hereby authorize the City Manager to execute said agreement on behalf of the City of Aspen. INTRODUCED, READ AND ADOPTED by the City Council of the City of Aspen on the 24th day of September 24, 2012. Michael C. Ireland, Mayor 1, Kathryn S. Koch, duly appointed and acting City Clerk do certify that the foregoing is a true and accurate copy of that resolution adopted by the City Council of the City of Aspen, Colorado, at a meeting held, September 24, 2012. Lea. Kat ryn S. Koch, City Clerk OF C010 DEPARTMENT OF NATURAL RESOURCES N DIVISION OF WATER RESOURCES d � John W.Hickenlooper 187 6 Governor Mike King April 11, 2012 Executive Director Dick Wolfe,P.E. Director/State Engineer Alan C.Martellaro,P.E. Division Engineer David Hornbacher City of Aspen 130 South Galena Street Aspen, CO.81611 t-lnrnbacltet aci.asuen.co. RE: Leonard Thomas Reservoir Dam Water Division 5,DAM D: 380102 Dear 14Ir.Hornbacher: 1 completed an inspection of the Leonard Thomas Reservoir Dam on April 4, 2012. This is in accordance with Section 37-87-107, C.R.S., which assigns to the State Engineer's Office the ,-!8pons%ility for determining the safe storage levels for all reservoirs in this state. Please review the enclosed report and implement all recommendations. Sign, date, and return a copy of page 4 of the inspection report to this office, and retain the complete inspection report for your files. Overall the dam and all its appurtenant structures are performing satisfactorily after its first fill after the major modification took place last year. However the large trees on the downstream slope of the old east clam,which was not part of the modification, is a concern. The associated root systems penetrate into the dam. When the vegetation dies, the decaying roots can provide paths for seepage that could lead to a possible piping failure of the clam. Also, if the trees were to fall over fi•om high winds or other external means, the associated uprooted root balls would leave large holes in the dam effectively reducing the dam's cross section and shortening potential seepage paths,which could also lead to a Piping failure of the clam. The sloughing and disturbance seen during the inspection around the large roots indicate that dam safety problems may al-ready be starting. As such, the clam was rated conditionally satisfactory and the trees need to be removed as a high priority. We greatly appreciate your cooperation and all the efforts that have been made over this last year to ensure a safe structure. If you have any questions regarding this report,please contact me.At(970) 945-5665 ext. 5016 Sincerely, John Blair, P.E. Dam Safety Engineer Ec: Robert Covington, City of Aspen Dean Derosier, McLaughlin Water Engineers Alan Martellaro, Division Engineer Bill McCormick, Chief, Dam Safety Branch Bill Blakeslee, Water Commissioner Water Division 5 • Glenwood Springs 202 Center Drive,Glenwood Springs,CO 81601 • Phone:970-945-5665 • Fax:970-945-8741 Mailing Address:P.O.Box 396,Glenwood Springs,CO 81602 •http://water.state.co.us ENGINEER'S INSPECTION REPORT INSPECTOR: JGB OFFICE OF THE STATE ENGINEER-DIVISION OF WATER RESOURCES-DAM SAFETY BRANCH 1313 SHERMAN STREET,ROOM 618,DENVER,C080203,(303)866-3581 DAM NAME: LEONARD THOMAS RESERVOIR T: 100S R: 0850W S: 13 COUNTY: PITKIN DATE OF INSPECTION: 41412012 DAM ID: 380102 YRConlpl: 1964 DAM HEIGHT(FT): 19.0 SPILLWAY WIDTH(FT): 110 PREVIOUS INSPECTION: CLASS: Significant hazard DAM LENGTH(FT): 280.0 SPILLWAY CAPACITY(CFS): 207.0 NORMAL STORAGE(AF): 10.0 DIV: 5 WD: 38 CRESTWIDTH(FT): 14.0 FREEBOARD(FT): 2.5 SURFACEAREA(AC): 1.0 EAP: 1202011 CRESTELEV(FT): 8184.5 DRAINAGE AREA(AC,): 2.0 OUTLET INSPECTED: CURRENT RESTRICTION: --NONE— OWNER: CITY OF ASPEN OWNER REP.: ADDRESS: 130 SO GALENA CONTACT NAME: DAVID HORNBACHER ASPEN CO 81611 CONTACT PHONE: INSPECTION PARTY: Rob Covington,Charlie Bailey Nater) Dean Derosier Bill Blakeslee John Blair REPRESENTING: City of Aspen MdaU Lin Water Engineers Water Commissioner Dam Safety Engr FIELD CONDITIONS WATERLft'EL: BELOWDA6ICREST 5 FT. Belo'NSplllWay 2.5 FT. GAGE ROD READING _ 12 OBSERVED GROUNNGVO:STURE CONDITION: ❑ DRY ❑/ VIET © SNOWCOVER OTHER DIRECTIONS: MARK AN X FOR CONDITIONS FOUND AND UNDERLINE WORDS THAT APPLY UPSTREAM SLOPE PROBLEMS NOTED❑(0)NONE ❑ (1)0PRAP- MISSING.SPARSE, DISPLACED,WEATHERED ❑(2)WAVE EROSION- WITHSCARPS [-](3)CRACKS WITH DISPLACEMENT [:](4)SINKHOLE ❑ (5)APPEARS TOO STEEP [](6) DEPRESSIONS OR BULGES ❑ (7)SLIDES ❑(8)CONCRETE FACING- HOLES,CRACKS. DISPLACED. UNDERMINED ❑ (9)OTHER The new upstream slope on the north embankment has a clay liner. No problems(toted. It needs to be lined with grass,which Is planned. The old dam on the east side is somewhat irregular but also has no significant problems. (7):A slough exists near the south intake to the plant. However,this area is not on the dam but on the opposite shoreline. See pictures page 5 CONDITIONS OBSERVED. ❑X Good Acceptable ❑Poor PROBLEMS NOTED❑(to)NONE ❑(11 RUTS OR PUDDLES ❑(12)EROSION ❑(13)CRACKS• :'11TH DISPLACELENT ❑(14)SINKHOLES ❑(15)NOT WIDE ENOUGH 1(16)LOW AREA ❑(17)MISALIGNLIENT ❑(16)IMPROPER SURFACE DRAINAGE ](19)OTHER Trees on east dam New crest on the north side is smooth and uniform. Crest of old dam(east side)alos appears in relatively good condition.(19):However the large trees on the down shoulder is a problem See pictures page 5 CONDITIONS OBSERVED. ❑x Good ❑X Acceptable Poor DOWNSTREAM (♦ PROBLEMS NOTED❑(20)NONE❑(21)LIVESTOCK DAhVAGE❑(22) EROSION OR GUI LIES ❑(23)CRACKS- %'WITH DISPLACEMENI ❑(24)SINKHOLE [/](25)APPEARS TOO STEEP ❑(26) DEPRESSIONS OR BULGES W(27)SLIDE a(28)SOFT AREAS Z(29)OTHER Large trees Downstream slope of new north dam appears in good condition. it needs grass cover as planned. (28):The drain outfall daylights on the left side of the dam causing soft saturation. (29):The downstream slope of the old east dam is steep and covered with large trees-rated poor. There are exposed large roots with(Toles and surface disturbance and minor slide activity related to the trees and roots. See pictures page 5 and 6 CONDITIONS OBSERVED: Good Acccptable ❑x Poor . y PROBLEMS NOTED❑(30)NONE ❑(31)SATURATED EMBANKI.!ENT AREA Q(32)SEEPAGE EXITS ON EMBANKMENT ❑(33)SEEPAGE EXITS AT POINT SOURCE F](34)SEEPAGE AREA AT TOE ❑(35)FLOW ADJACENT TO OUTLET 0(36)SEEPAGE INCREAS4D / IdUDDY DRAIN OUTFALLS SEEN [] Yes Sho,v loon on o(dra'ns on sketch and inj'ca:e ❑ amount and qua'.ly Of disc ha'ge. ❑(37)FLOW INCREASED / MUDDY ❑(38)DRAIN DRY! ()W,IF0J(JF0 ❑(39)OTHER Toe drain Is passing 0.66 gpm. This is similar to recent readings taken with this first fill and is most likely related to a spring exiling under the dam than from the reservoir as indicated by water quality samples and the construction history. It Is performing as it should. However, it exits on to the dam surface causing saturation(see item(28)under DOWNSTREAM SLOPE). See picture page 6 CONDITIONS OBSERVED: Good a Acceptable Poor Page 1 of 4 ENGINEER'S INSPECTION REPORT DATE. 41412012 DAM NAM1E: LEONARD THOMAS RESERVOIR DAM I.D.: 380102 • PROBLEMS NOTED F](40)NONE ❑(41)No ouTLEr FOUND [—](42)POOR OPERATING ACCESS ❑(43)INOPERABLE 9](44) I1PblRFALI OR DOWNSTREAM STRUCTURE DETERIORATED (45)OUTLET OPERA-FED DURING INSPECTION ❑YES ❑NO INTERIOR INSPECTED ?]I120)NO [](121)YES ❑(46)CONDUIT DETERIORATED OR COLLAPSED ❑(47)JOINTS DISPLACED ❑(48)VALVE LEAKAGE [x](49)OTHER Abandoned old outlet on south side of lake The inside of the new north outlet intake structure was inspected. No problems noted-see pictures page 7. (44):The protective shield on the top of the new north dam outlet intake structure has been dislodged.It apparently fell into the hole into the lake and could be a operator safety hazard-see picture page 6. (49):There is an old outlet on the south side of the reservoir not associated with a dart that used to feed the clarifiers downstream of the east dam. It is not used anymore and need to be abandoned. CONDITIONS OBSERVED: X❑Good Ex Acceptable Poor SPILLWAY PROBLEMS NOTED [](50)NONE[l(51)NO EIJERGENCY SPILLWAY FOUND D(52)EROSION WITH BACKCUT TING ❑(53)CRACK-WITH DISPLACEIdrm ❑(54)APPEARS TO BE STRUCTURALLY INADEQUATE ❑(55)APPEARS TOO SMALL ❑ (56)INADEQUATE FREEBOARD ❑ (57)FLOW OBSTRUCTED 9](58)CONCRETE DEIFRIDRAIEU I UNDEPYINED 9](59)OTHER Minor erosion and drainage Issues (58):Minor pockets of exposed rock pop-outs exist on the right spillway wall near its crest. (59):Exposed soil that drains back into the reservoir exists at the upstream end of the emergency spillway. Better riprap protection is heeded to protect this area. Also,the downstream end of the spillway chute has standing water due to no drainage of normal runoff in the stilling basin. See pictures page 7 CONDITIONS OBSERVED: ID Good ❑x Acceptable El Poor MONITORING EXISTING INSTRUMENTATION FOUND ❑(110)NONE 9](111)GAGE ROD 9](112)PIEzo%iETERS 9](113)SEEPAGE WEIRS / FLUMES F/1(1 14)SURVEY MONUMENTS ❑ (115)OTHER- ---- - --- MONITORING OF INSTRUME11TATION [I (116)NO 9](117)YES PERIODIC INSPECTIONS BY: 9](118)OWNER Q(119)ENGINEER This was the first fill of newly modified reservoir. An excellent monitoring program is in effect with the daily plezometer and drain seepage readings taken along with weekly readings of the monuments during this first fill. The approved monitoring plan needs to continue. (111):The gage rod mounted on the intake structure suffered some ice damage and is bent. It is planned to install a pressure transducer gage in the future. (113): The seepage is measured with a bucket and stop watch at the downstream end of the drain. CONDITIONS OBSERVED: I X I Good I X I Acceptable Poor MAINTENANCE AND a PROBLEMS NOTED [—](60 NONE ❑ (61)ACCESS ROAD NEEDS MAINTENANCE F] (62)CATTLE DAMAGE 9](63)BRUSHON UPSTREAMSLOPE, CREST,DOWNSTREAM SLOPE, TOE ©(64)TREESON UPSTREAM SLOPE, CREST,DOWNSTREAM SLOPE, TOE [J65)RODENT ACTIVITY ON UPSTREAM SLOPE, CREST,DOWNSTREAM SLOPE, TOE ❑(66)DETERIORATED CONCRETE- FACING,OUTLET,SPILLWAY [](67)GATE AND OPERATING MECHANISM NEED MAINTENANCE [](68)OTHER 63):Scattered brush on the upstream slope of the old east dam. (64):Large trees,which could compromise the safety of the dam located on the downstream slope of the old east dam-rated poor See pictures page 5 and 6 CONDITIONS OBSERVED. Good O Acceptab!e ❑X Poor Go to next page for Overall Conditions and Items Requiring Actions Page 2 of 4 ENGINEER'S INSPECTION REPORT DATE 414/2012 DAM NAME: LEONARD THOMAS RESERVOIR DAM11.D.: 380102 OVERALL CONDITIONS Overall the dam and all its appurtenant structures are performing satisfactorily after Its first fill after a major modification look place last year. However the large trees on the downstream slope of the old east dam,which was not part of the modification,is a concern that could compromise the safety of the dam in the future, The sloughing and disturbance around large roots show that dam safety problems may be starting as a result of these trees.As such,the darn was rated conditionally satisfactory and the trees need to be removed as a high priority. Based on this Safety Inspection and recent file revie'J7,the overall condition is determined to be: Et71)SATISFACTORY L1(72)CONDITIONALLY SATISFACTORY ❑(73)UNSATISFACTORY 21:1111 Me MAINTENANCE-MINOR REPAIR•I.1041TORING O ;5 m O(60)PROVIDE ADDITIONAL RIPRAP: At the upstream end of the emergency spillway. Also provide grass erosion protection for the new north dam Ca y rn n• ❑(81) LUBRICATE AND OPERATE OUTLET GATES THROUGH FULL CYCLE � n1s y n O F/](82)CLEAR TREES AND.'OR BRUSH FROM Brush from the upstream slope of the east dam can be removed as a maintenance Item. n(83) INITIATE RODENT CONTROL PROGRAM AND PROPERLY BACKFILL EXISTING HOLES: m 5 '* o ;o ❑(84)GRADE CREST TO A UNIFORM ELEVATION WITH DRAINAGE TO THE UPSTREAM SLOPE: _._ ................. .................................. ....................... 4 rEj 0(85) PROVIDE SURFACE DRAINAGE FOR. the downstream end of the emergency spillway b constructing a drain through the downstream concrete wall n z 9 y P Y Y 9 8 a Q(66)f.10NITOR: Trees on downstream slope visually for more disturbance,signs of seepage,signs of falling and tearing out portions of the dam,until they 1' n. E= can be removed properly p$ '8 n(87) DEVELOP AND SUBMIT AN EMERGENCY ACTION PLAN: �(88)OTHER Repair slough located on the southwest side of the reservoir near the south Intake to the plant zi E o L R] (69)OTHER Replace protective shield that has been dislodged from the north outlet intake and repair gage rod. E y .�L3 ,� � Er1G4:EERIAG•E1.1P10Y AN ENGINEER EXPERIENCED 14 DESIG!!A1:0 CO!ISTRUCTION Of DArds T0: (PIa9S and SpecifCatons must to appfoved by Sta:e Eng'neef prior to confUO.I-0R.) - 41 -, ......................................................................................1 u �(90)PREPARE PLANS AND SPECIFICATIONS FOR REHABIUTATIOtJ OF THE DAM: .^ `p c �• ](91)PREPARE AS-BUILT DRAWINGS OF: ............-----------------------------------------------............------------------------------------------------------------- n(92)PERFORI.t A GEOTECHNICAL INVESTIGATION TO EVALUATE THE STABILITY OF THE DAM ----------------------""'__."----------------------------------.__--------- 1, n(93)PERFORM A HYDROLOGIC STUDY TO DETERMINE REQUIRED SPILLWAY SIZE: U(91)PREPARE PLANS AND SPECIFICATIONS FOR ANADECI LATE SPILLWAY: Repair rock O outs In the emergency spillway concrete can be performed as a _ P P P 9 y P Y ( P O^ - maintenance Item) S=T ti (9 5)SETUP A MONITORING SYSTEM INCLUDING WORKSHEETS,REDUCED DATA AND GRAPHED RESULTS: Continue excellent monitoring under the approved E a _ monitoring plan F](96)PE RFORIA AN INT E RNAL I NSPECT ION OF T H E OUT LET: F v Q(97)OTHER: Remove all trees from the downstream slope of the east dam Including their root systems.This will require significant excavation Into the embankment and proper backfill and compaction Q(98)OTHER: Extend toe drain outfall off of the embankment(can be performed as a maintenance Item) Q(99)OTHER: Properly abandon the old outlet that used to feed the clarifier on the south side of the reservoir off of the dam SAFE • 'GE LEVEL: RECOMMENDED AS + RESULT OF ' • (101) FULLSTORAGE _ FT.BELOW DAM CREST R(102)CONDITIONAL FULL STORAGE FT.BELOW SPILLWAY CREST n(103) RECOM!dENDED RESTRICTION _ FT.GAGE HEIGHT NO STORAGE-MAINTAIN OUTLET FULLY OPEN (104)CONTINUE EXISTING RESTRICTION REASON FOR RESTRICTION ACTIONS REQUIRED FOR CONDITiONAL FULL STORAGE Items(86)and(97) / meer's Oener's e SlgalurSi nature j OVJNER/04YNER'SREPRESENiATIVE OAT E: Z� 4 Page 3 of 4 ENGINEER'S INSPECTION REPORT DATE. 41412012 DAM NAKIE: LEONARD THOMAS RESERVOIR DAM I.D.: 380102 GUIDELINES FOR DETERMINING CONDITIONS CONDITIONS OBSERVED-APPLIES TO UPSTREAM SLOPE,CREST,DOWNSTREAM SLOPE,OUTLET,SPILLWAY GOOD ACCEPTABLE POOR In general,this part of the structure has a near new Although general cross-section is maintained,surfaces Conditions observed in this area appear to threaten the appearance,and conditions observed in thls area do not maybe Irregular,eroded,rutted,spatted,or otherwise not safety of the dam. appear to threaten the safety of the dam. In new condition.Conditions in this area do not currently appear to threaten the safety of the dam. CONDITIONS OBSERVED-APPLIES TO SEEPAGE GOOD ACCEPTABLE POOR No evidence of uncontrolled seepage.No unexplained Some seepage exists at areas other than the drain outfalls, Seepage conditions observed appear to threaten the safety increase in flours from designed drains.All seepage is or other designed drains.No unexplained increase in of the dam.Examples: clear.Seepage conditions do not appear to threaten(he seepage.All seepage is clear.Seepage conditions 1)Designed drain or seepage flows have increased without safety of the dam. observed do not currently appear to threaten the safely of Increase In reservoir level. the dam. 2)Drain or seepage flows contain sediment,i.e.,muddy water or particles in jar samples. 3)Widespread seepage,concentrated seepage,or ponding appears to If reaten the safety of the dam. CONDITIONS OBSERVED-APPLIES TO MONITORING GOOD ACCEPTABLE POOR Monitoring Includes movement surveys and leakage Monitoring Includes movement surveys and leakage All instrumentation and monitoring described under measurements for all dams,and piezomeler readings for measurements for High and Significant hazard dams; "ACCEPTABLE"here for each class of dam,are not High hazard dams.Instrumentation Is in reliable,working leakage measurements for Low hazard dams. provided,or required periodic readings are not being made, condition.A plan for monitoring the instrumentation and Instrumentation Is In serviceable condition.A plan for or unexplained changes In readings are not reacted to by analyzing results by the o,•rnees engineer Is in effect. monitoring Instrumentation Is In effect by mvner.Periodic the owner. Periodic inspections by owner's engineer. Inspections by owner or representative.OR,NO MONITORING REQUIRED. CONDITIONS OBSERVED-APPLIES TO MAINTENANCE AND REPAIR GOOD ACCEPTABLE POOR Dam appears to receive effective on-going maintenance Dam appears to receive maintenance,but some Dam does not appear to receive adequate maintenance. and repair,and only a few minor items may need to be maintenance items need to be addressed.No major repairs One or more items needing maintenance or repair has addressed. are requirecl begun to threaten the safety of the dam. OVERALL CONDITIONS SATISFACTORY CONDITIONALLY SATISFACTORY UNSATISFACTORY The safety inspection indicates no conditions that appear to The safety inspection indicates symptoms of structural The safety inspection indicates definite signs of structural threaten the safety of the darn,and the dam is expected to distress(seepage,evidence of minor displacements,etc.), distress(excessive seepage,cracks,slides,sinkholes, perform satisfactorily under all design loading conditions. which,if conditions worsen,could lead to the failure of the severe deterioration,etc.),which could lead to the failure of Most of the required monitoring is being performed. dam.Essential monitoring,Inspection,and maintenance the dam if the reservoir is used to full capacity.The dam is must be performed as a requirement for continued full judged unsafe for full storage of water. storage in the reservoir. SAFE STORAGE LEVEL FULL STORAGE CONDITIONAL FULL STORAGE RESTRICTION Darn may be used to full capacity with no conditions Dam may be used to full storage if certain monitoring, Darn may not be used 10 full capacity,but must be attached. maintenance,or operational conditions are met. operated at some red uced level in the interest of public safety. HAZARD CLASSIFICATION OF DAMS High hazard Significant hazard Low hazard Loss of human life is expected in the event of failure of the Significant damage to improved property is expected in the Loss of human life is not expected,and damage to dam,while the reservoir is at the high water line. event of failure of the dam while the reservoir is at the high improved property Is expected to be small,in the event water line,but no loss of human life is expected. of failure of the dam while the reservoir is at high water fine. NPH hazard-No loss of life or damage to Improved property,or loss of downstream resource is expected In the event of failure of the dam while the reservoir Is at the high crater line. Page 4 of 4 1 �N 1 i Looking outheast at the old slain with large trees, The exterior gage rod on the new north outlet intake emergency spillway, and outlet to water treatment structure at a reading of 12. Note it is bent from ice plant and from the new north outlet intake structure. action. I _ t 1S A slough near the south intake to the plant. This The upstream slope of the new north dam around the area is not on the clam but on the opposite shoreline. new enstock and north intake structure. r� a r-' v .4��� The crest of the old east clam with heavy tree growth The downstreau slope of the new north dam. Note on the downstream shoulder. I gravel on the erosion preventing matting. Leonard Thomas April 4, 2012 (Page 5 of 7) i The downstream slope of the new north clam near an The new north downstream lope fiom near the toe old ditch crossing. The old wooden flume has been drain out£a11. Note backwa. i ditch and settling removed. Note s oils. j ponds. The new toe drain outfall. It exits of to the left side The downstream slope of the old darn with heavy of the new north slain causing saturation. It was tree growth. Note disturbed area near large tree flowing 0.66 m with exposed roots. The front of the new north clam outlet intake structure. Note protective shield that has been dislodged. It apparently fell into the hole into the lake. Leonard Thomas April 4, 2012 (Page 6 of 7) The inside of the new north outlet operating The upstream end of the new north outlet inside the structure and penstock. operating structure. //1iJ f The bypass valve and pipeline inside the new north The upstrean end of the emergency spillway. Note outlet operating structure. exposed sediment that drains into the reservoir. Better ri pra p protection is needed. / Y I .. r - k• ` a .�, O The right spillway wa near its crest. Note small The downstream end of the spillway chute with pockets of of exposed rock po pouts. standing water. Drainage needs to be provided. Leonard Thomas April 4, 2012 (Page 7 of 7) The City of Bspen CONTRACT FOR CONSTRUCTION CicffiorneY's Cffice THIS AGREEMENT, made and entered into on September 24, 2012, by and between the CITY OF ASPEN, Colorado, hereinafter called the "City", and GOULD CONSTRUCTION INC, hereinafter called the "Contractor". WHEREAS, the City has caused to be prepared, in accordance with the law, specifications and other Contract Documents for the work herein described, and has approved and adopted said documents, and has caused to be published, in the manner and for the time required by law, an advertisement, for the project: 2012-105 Leonard Thomas Reservoir Tree Removal Project, and, WHEREAS, the Contractor, in response to such advertisement, or in response to direct invitation, has submitted to the City, in the manner and at the time specified, a sealed Bid in accordance with the terms of said Invitation for Bids; and, WHEREAS, the City, in the manner prescribed by law, has publicly opened, examined, and canvassed the Bids submitted in response to the published Invitation for Bids therefore, and as a result of such canvass has determined and declared the Contractor to be the lowest responsible and responsive bidder for the said Work and has duly awarded to the Contractor a Contract for Construction therefore, for the sum or sums set forth herein; NOW, THEREFORE, in consideration of the payments and Contract for Construction herein mentioned: 1. The Contractor shall commence and complete the construction of the Work as fully described in the Contract Documents. 2. The Contractor shall furnish all of the materials, supplies, tools, equipment, labor and other services necessary for the construction and completion of the Work described herein. 3. The Contractor shall commence the work required by the Contract Documents within seven (7) consecutive calendar days after the date of "Notice to Proceed" and will complete the same by the date and time indicated in the Special Conditions unless the time is extended in accordance with appropriate provisions in the Contract Documents. 4. The Contractor agrees to perform all of the Work described in the Contract Documents and comply with the terms therein for a sum not to exceed ONE HUNDRED FORTY FIVE THOUSAND NINE HUNDRED THIRTY EIGHT ($145,938.00) DOLLARS or as shown on the BID proposal. 5. The term "Contract Documents" means and includes the documents listed in the City of Aspen General Conditions to Contracts for Construction (version GC97-2) and in the CC1-971.doc Page 1 "CC1 Special Conditions. The Contract Documents are included herein by this reference and made a part hereof as if fully set forth here. 6. The City shall pay to the Contractor in the manner and at such time as set forth in the General Conditions, unless modified by the Special Conditions, such amounts as required by the Documents. 7. This Contract for Construction shall be binding upon all parties hereto and their respective heirs, executors, administrators, successors, and assigns. Notwithstanding anything to the contrary contained herein or in the Contract Documents, this Contract for Construction shall be subject to the City of Aspen Procurement Code, Title 4 of the Municipal Code, including the approval requirements of Section 4-08-040. This agreement shall not be binding upon the City unless duly executed by the City Manager or the Mayor of the City of Aspen (or a duly authorized official in his/her absence) following a resolution of the Council of the City of Aspen authorizing the Mayor or City Manager (or a duly authorized official in his/her absence) to execute the same. 8. This agreement and all of the covenants hereof shall inure to the benefit of and be binding upon the City and the Contractor respectively and their agents, representatives, employees. Successors, assigns, and legal representatives. Neither the City nor the Contractor shall have the right to assign, transfer or sublet his or her interest or obligations hereunder without the written consent of the other party. 9. This agreement does not and shall not be deemed or construed to confer upon or grant to any third party or parties, except to parties to whom the Contractor or the City may assign this Contract For Construction in accordance with the specific written consent, any rights to claim damages or to bring suit, action or other proceeding against either the City or the Contractor because of any breach hereof or because of any of the terms, covenants, agreements or conditions herein contained. 10. No waiver of default by either party of any terms, covenants or conditions hereof to be performed, kept and observed by the other party shall be construed, or operate as, a waiver of any subsequent default of any of the terms, covenants or conditions herein contained, to be performed, kept and observed by the other party. 11. The parties agree that this Contract For Construction was made in accordance with the laws of the State of Colorado and shall be so construed. Venue is agreed to be kept exclusively in the courts of Pitkin County, Colorado. 12. In the event that legal action is necessary to enforce any of the provisions of this Contract for Construction, the prevailing party shall be entitled to its costs and reasonable attorney's fees. 13. This Contract For Construction was reviewed and accepted through the mutual efforts of the parties hereto, and the parties agree that no construction shall be made or presumption shall arise for or against either party based on any alleged unequal status of the parties in the negotiation, review or drafting of this Contract for Construction. CC1-971.doc Page 2 "'CC1 14. The undersigned representative of the Contractor, as an inducement to the City to execute this Contract for Construction, represents that he/she is an authorized representative of the Contractor for the purposes of executing this Contract For Construction and that he/she has full and complete authority to enter into this Contract for Construction for the terms and conditions specified herein. IN WITNESS WHEREOF, the parties agree hereto have executed this Contract for Construction on the date first above written. ATTESTED BY: CITY OF ASPEN, COLORADO By: Title: UZI APPROVED AS TO FORM: By: -- City orney ATTESTED BY: CONTR TOR: lua5w k By: Title: Note: Certification of Incorporation shall be executed if Contractor is a Corporation. If a partnership, the Contract shall be signed by a Principal and indicate title. cc1-971.doc Page 3 **cc1 CERTIFICATE OF INCORPORATION (To be completed if Contractor is a Corporation) STATE OF e0j&V?, lb ) COUNTY OF SS.�� "�e ) On this /-;� day of Eep,k,�L k` , 20 (Z— , before me appeared to me personally known, who, being by me first duly sworn, did ay tha# s/he is `C� mss,c��✓rte of c ---, d 0C�S��-h cr► l kl(— and that the seal affixed to said instrument is the corporate seal of said corporation, and that said instrument was signed and sealed in behalf of said corporation by authority of its board of directors, and said deponent acknowledged said instrument to be the free act and deed of said corporation. WITNESS MY HAND AND NOTARIAL SEAL the day and year in this certificate first above written. %11GNK0 O' •• �•� �j 0- otary Public 10 4 loss Address My commission expires: CC1-971.doc Page 4 *`CC1 1 e DATE(MM/DD/YYYY) ACORV CERTIFICATE -OF LIABILITY-INSURANCE - - 1-3/l/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER -NAME: Van Gilder Insurance Corp. PHONE FAX - 1515 Wynkoop, Suite 200 E-MAIL t - A/C No Denver CO 80202 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# I INSURER A i INSURED INSURER B:Tr V I r Indemnity man Gould Construction, Inc. INSURERC: P.O. BOX 130 INSURER D: Glenwood Springs CO 81602 - - - - INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1058136576 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL UBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MMIDDIYYYY MM/DDIYYYY LIMITS A GENERAL LIABILITY GLO831154811 /1/2012 /1/2013 EACH OCCURRENCE $1,000,000 _ DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $100,000 CLAIMS-MADE K OCCUR MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO- LOC $ A AUTOMOBILE LIABILITY BAP831154911 /1/2012 /1/2013 Ea accident 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-WNED PROPERTY DAMAGE $ X X Per accident $ B X UMBRELLA LIAB X OCCUR ZUP12S8379012NF /1/2012 /1/2013 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X I RETENTION$10,000 $ ,q WORKERS COMPENSATION WC831154711 /1/2012 /1/2013 X WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE NIA E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? Y (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 I i i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Exclusions on Workers Compensation for Mark Gould and Mary Gould. Mary Gould Mark Gould As required by written contract or written agreement,the Certificate Holder is included as Additional Insured for ongoing operations under the General Liability and Designated Insured under the Automobile Liability. CERTIFICATE HOLDER CANCELLATION i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Aspen ACCORDANCE WITH THE POLICY PROVISIONS. 130 South Galena St. Aspen CO 81611 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD BID PROPOSAL FORM PROJECT NO. : 2012-105 BID DATE: September 2012 f PROJECT: Leonard Thomas Reservoir—Tree Removal I I PROPOSAL SUBMITTED BY: ,aL'jna�,2 CONTRACTOR i CONTRACTOR'S PROPOSAL TO: .The Governing Body of the City of Aspen,Colorado The undersigned responsible bidder declares and stipulates that this proposal is made in good faith,without collusion or connection with any other person or persons bidding for the same work, and that it is made in pursuance of and subject to all the terms and conditions of the advertisement for bid, the invitation to bid and request for bid,all the requirements of the bid documents including the plans and specifications for this bid, all of which have been read and examined prior to signature. The bidder agrees to keep this bid open for Sixty (60) consecutive calendar days from the date of bid opening. ! The Contractor agrees that construction shall start immediately following a mandatory pre-construction conference held by the Water Department,which also constitutes the Notice to Proceed. Submission of this proposal will be taken by the City of Aspen as a binding covenant that the Contractor will finish construction within the time specified in the Special Conditions of this contract document. The City of Aspen reserves the right to make the award on the basis of the bid deemed most favorable to the City,to waive any informalities or to reject any or all bids. The City shall not pay the Contractor for defective work and/or for repairs or additional work required for successful completion of the project. All work not specifically set forth as a pay item in the bid form shall be considered a subsidiary obligation of the Contractor and all costs in connection therewith shall be included in the prices bid for the various items of work. Prices shall include all costs in connection with furnishing the proper and success completion of the work,including furnishing all materials,equipment and tools,and performing all labor and supervision to fully complete the work to the City's satisfaction. Poor quality and workmanship shall not be paid for by the City. Such work product must be removed immediately and replaced properly at no cost to the City. All quantities stipulated in the bid form at unit prices are approximate and are to be used only as a basis for estimating the probable cost of work and for the purpose of comparing the bids submitted to the City. The basis of payment shall be the actual amount of materials furnished and work done. The Contractor agrees to make no claims for damages,anticipated profit,or otherwise on account of any differences between the BP1-971.doe `BP1 Mel 4nioes Inftials i M 4 amount of work actually performed and materials actually furnished and the estimated amount of work. ' The City reserves the right to increase or decrease the amount of work to be done on the basis of the bid unit price and up to plus or minus Twenty Five(25)Percent of the total bid. By signing this document,Contractor certifies and represents that at this time: (i) Professional shall confirm the employment eligibility of all employees who are newly hired for employment in the United States;and (ii)Professional has participated or attempted to participate in the Basic Pilot Program in order to verify that it does not employ illegal aliens. I hereby acknowledge receipt of ADDENDUM(s)numbered�_through ESTIMATED QUANTITY LIST "i Item Description Totals 1. Tree Stump and Root System Removal: This item is to include removal of topsoil,removal of stumps,all root systems,material around root systems such as rocks dirt and other debris to a depth of 3' minimum,hauling off all removed dam, stump, and root material off site, surveying before and after root system removal,subgrade preparation for dam embankment replacement, scarifying, relocation of existing water and electrical materials and spare parts off the borrow area,return of those materials relocated back to the borrow area upon completion of the resurfacing,borrow area preparation(removal of existing vegetation,debris and unwanted material and topsoil),borrow area excavation,screening,hauling all unusable screening process material of site including all material found during process such as concrete and boulders,preparation of material to meet embankment specifications,hauling and placing material, compaction,keying material into existing dam bank per specifications, and grading per the drawings,Includes at the unit price per cubic yards as calculated by the quantity survey performed at the dam for material removed and replaced for the stump and root system removal. 475±cubic yards.@ $ 1 ,219 .00 /CY= ZQ(Z. $ tW Roo ) -?" 2. Reve¢etation: C 1 0-0 ' 00 l-c-, t7j ©©d•o� This item includes all costs for Revegetation - 6" of topsoil, seed mix, raking, mulch, matting, pins, blankets, erosion control bars on slopes greater than 4:1,sod replacement,and all other items required to revegetate all disturbed areas.All irrigation line repairs or replacements as required by the City and State per the revegetation and restoration specifications. Item to be paid as a Lump Sum: ' BPI-971.doc *BPI �b2 o ctor's Initials Lump Sum @ $ 1 . to . o o /LS 017, $ 4 © a0 2nt 3 42)`7 30. 3. General Conditions and Mobilization: This item is to include all Mobilization and Demobilization, fence removal and replacement, silt and limits of disturbance fencing, truck wash and track pad areas, all erosion and control items required, all surveying not associated with material calculations, utility line locates and potholing, coordination of reservoir draining and reservoir operations as need or required by the State Engineer for construction, access road maintenance, dust control, project management, and all other items not include in the other bid items required to complete the project.Item to be paid as a lump sum: Go Lump Sum @$ _ JT(FV.00 2S= $ , 4. Borrow Area Surface Replacement Z 0 1-2, ��•b c� Includes grading per plans, supplying and hauling material, compaction of finish surface to 95%, drainage swales, preparation of surface for gravel, installation of 4" of%" screened rock and compaction of rock Grading back to existing slopes, matching existing storage area grades, cleanup,and all other items to return borrow areas,(existing and new)to usable conditions. Item to be paid per square foot of returned borrow area. 6,000 square feet @$—L—M—) /SF= $ lot zoaaa 5. Soils Testing Includes all soils material testing and soils investigations associated with embankment replacement including all reports as required to insure material and methods meet all Design Specifications and State Engineer requirements. Item is to include any soil investigations of borrow area and dam area for embankment soil compatibility and information soils investigations needed for installation and compaction efforts needed to meet the specifications, testing and reports during embankment replacement, subgrade soils testing, and includes all soils and compaction testing required after removal of borrow material in preparation of replacement of the borrow area surface including any compaction testing needed. All soils material investigations and testing are to be provided by CTL Thompson and be part of this contract. This quote is attached to the contract documents and is to be used by all bidders and contractors. Soils investigations and testing are an integral part of the work to be performed. The City of Aspen has requested the contractors to use CTL Thompson due to their direct involvement and experience in the recent Leonard Thomas Reservoir dam construction work for the City. BPI-971.doc 'BPI Contractors Inftials The contractor is responsible to contact,coordinate, schedule,and monitor CTL soils investigations and testing. See Technical Specification and Contract drawings for more information. Contact John Mechling or Dan Downing at CTL 970-945-809 Lump sum @$5748.00/LS= $5748.00 LEONARD THOMAS RESERVOIR TREE REMOVAL TOTALS (1-5) $ l o TOTAL BID (1 - S) Total Bid in Numbers: Total Bid in Words: 0of "63 1 CA0e-U-6L-)44vb K�WE I acknowledge that in submitting this bid it is understood that the right to reject any and all bids has been reserved by the owner. Authorized Officer: ,Title: fr . Full name signature: Company address: 1 .-L-6 UlMM-t? SPP-C S5 co 6c'-- Telephone number: ---rw- 1 Email Address: Attested by: BP1-971.doC *BP1 4 &es InRials Subcontractor & Material Supplier List A/6 AI Name: ,Phone#: Address: Service or Product: Name: ,Phone#: Address: Service or Product: Name: ,Phone#: Address: Service or Product: Name: ,Phone#: Address: Service or Product. Name: ,Phone#: Address: Service or Product: Name: ,Phone#: Address: Service or Product: BP1-971.doc 'BPI 5 Contract s Initials 1� AFFIDAVIT OF COMPLIANCE PROJECT NUMBER:2012-105 !I The undersigned contractor has read a copy of the Contract Documents including the construction plans,for this project and understands and hereby affirms that he/she does not now, nor will he/she in the future,violate the provisions of said Contract Documents,so long as he/she is under the Contract to the City of Aspen for the performance of a Contract. The undersigned further acknowledges he/she understands and agrees to all terms and conditions of the Aspen Municipal Code and its being part of the Contract with the City of Aspen= Attest: Corporate Seal on for By; I All STATE OF COLORADO ) SS. COUNTY ) Before me ;'In LeAo a notary public and for Ar County,Colorado persona y appeared FT woq-re— known to me personally tq be the person(s)whose signature(s)in my presence this day of ,('-s„�r ,A.D.20 Z . My commission expires: 1n,# ,4 7-4 201 KO 0� Notary Public r AC1-971.doe "AC1 t LIQUIDATED DAMAGES for FAILURE TO COMPLETE THE WORK ON TIME The undersigned contractor declares his/her full awareness of the content and terms of this contract and affirms that the contractual time is the period mentioned in the contract Specifications plus the time extension(s), if any, granted by the City of Aspen for successful completion of project. The undersigned contractor further acknowledges he/she understands and agrees to liquidated damages to be deducted from moneys due to him/her for any delayed calendar day beyond the total time at the rate of$1,000.00 per day. This amount and the total allowed time by the City shall not be negotiable under any conditions. I Attest: •• ,, Corporate Seal Gorda ctor By: 'Pei STATE OF COLORADO ) SS. COUNTY �i /�- Before me `w !J A``o ,a notary public and for 610rfi'Glal County,Colorado personally appeared �� wen=- known to me personally to be the person(s)whose signature(s)in my presence this ll day of A.D.20114#0 mmission expires: /�/h'�t Z3, 7-4:—y3 ` Ii ;� OL Notary Public ♦ cam: � . U *LD1 'M1►�ta�H+�� MMALL.w S 13Y TME PRESO M,Ttl*W#,the Wtd,Mtifhed, ,Go Itii d ConstrUr-tion. Inc._ of_P.G..6nx 130.GlanwQod Snringg,CQ.§1602....` ,. — as lP'rindpat,llwakeller jgftl b aY'l W-,S" Employers Mutual Casualty Company a.axporattonuv~—wrtdertlw,— dit of Iowa q dip dtosiram In ma•8feme�f t1i' it6tjt"ett�a ltbrtld`#�rolY` s :fhls try d cdw*g*ae dfto%faCrtatt�pr MkIl vd to fw r,*in Ow pens!V=i* 1.%of Amount aid �r - 1% INA4 MWW of#0 Unkad SMW of.Am c,%.for lte Payment of wNch%M well AN t*4 to:-niu&1b ' .tlldi OW omdvee,attd our hens.+lit6Y ,dl&fl $,�,WA 16 r 144,wo�.bl► b Leonard Thomas Reservoir Tree Removal W.V sWd P Andpel has AWbfttd a bW..forcon*uc ton:of NOW TF SIFIVO� if the Oty apan t to bid of the Plitt ow and the P(WP*shall m►►bltl"ft'a Gonl w for OM*uc Wt ii Ih t w fik In aooardlllltos Wtih t tamni.vf 01 49 am,geld OW II`of b*rs&as tW b aspedAatl to 1 Byd or V for the falAitfiaU pattfattrta of ate arty ptores�t p*yinll�ol"l�or and'mat�a�t frrtt� trt ;orir�ths•a+rent dfh�- �f ilts ibo alt Coltfl�ellt<1bF Corteiltittd�n;and glVa bond or# ��-Ptlr> t I �io#tst lttl' d �rte ba;+tatased itte, lqr hwareof�•ttte arrtcunt ep�In ealdlll�t awl sue' �i�ri the Ftrinew may b fidtla***4d:WftWWSW petf3►Upeft m ltb worts.: by;sold iilkki,then tkda ati be radi psi v�ltl,oftletwbe fio.r+a �'fili[fiora�and+ E pt lit» deyof September , 2012 PPj •.;,3ould ns uction,Inc. � } t3y: Aim. T1tlb Vow. fir.. Employers Mutual Casualty Company � Ashley K.AbVerson -M$: {A==WY ails bond wilt mftd copy of E?iet+ IW Power of'Altct"ft f m Iha 9U"COn ►lO kxNd9 ftte d d �e bOKUL}' 88t�'Ti.doc •1181 /EMCInsurance Companies® P.O.Box 712•Des Moines,Iowa 50306-0712 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY-IN-FACT KNOW ALL MEN BY THESE PRESENTS,that: 1.Employers Mutual Casualty Company,an Iowa Corporation 5.Dakota Fire insurance Company,a North Dakota Corporation 2.EMCASCO Insurance Company,an Iowa Corporation 6.EMC Property&Casualty Company,an Iowa Corporation 3.Union Insurance Company of Providence,an Iowa Corporation 7.Hamilton Mutual Insurance Company,an Iowa Corporation 4.Illinois EMCASCO Insurance Company,an Iowa Corporation hereinafter referred to severally as'Company"and collectively as"Companies",each does,by these presents,make,constitute and appoint: TIMOTHY J.BLANCHARD,ANDREW P.WALTERS,ASHLEY K.ANDERSON,JONATHAN B.LAND,INDIVIDUALLY,GRAND JUNCTION,COLORADO its true and lawful attorney-in-fact,with full power and authority conferred to sign,seal,and execute the following Surety Bond: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company,and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. The authority hereby granted shall expire April 1,2015 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This Power-of-Attomey is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at the first regularly scheduled meeting of each company duly called and held in 1999: RESOLVED:The President and Chief Executive Officer,any Vice President,the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to(1)appoint attomeys-in-fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto,bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof;and(2)to remove any such attomey-in-fact at any time and revoke the power and authority given to him or her.Attomeys4n-fact shall have power and authority,subject to the terms and limitations of the power-of-attorney issued to them,to execute and deliver on behalf of the Company,and to attach the seal of the Company thereto,bands and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof,and any such instrument executed by any such attorney-in-fact shall be fully and in all respects binding upon the Company.Certification as to the validity of any power-of-attomey authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company.The facsimile or mechanically reproduced signature of such officer,whether made heretofore or hereafter,wherever appearing upon a certified copy of any power-of-attomey of the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF,the Companies have caused these presents to be signed for each by their officers as shown,and the Corporate seals to be hereto affixed this 22nd day of June,2010. Seals 011NSU ,; C,O MPq''' .••`;Y 6,�'''.,, j` . OPFOR,, L". Q`_�°•PO��r��•n' �-O 4°•vOq��R;�; Bruce G.Kelley,Chairman Michael Freel Z SEAL z; 1863° of Companies 2,3,4,5&6;President Assistant Secretary IOWA - ; = = of Company 1;Vice Chairman and ;.o: CEO of Company 7 00 suwwF'., suwo�''' �uTU�i On this 22nd day of June,AD 2010 before me a Notary Public in and for the State of Iowa, C. r =e s'cP,`o�ros,re o •4°aroa�r��: ;:��r °�ws�r�;4�.; personalty appeared Bruce G. Kelley and Michael Freel,who, being b me dui sworn, did say that they are,and are known to me to be the Chairman,President,Vice Chairman 3; SEAL'4 g SEAL ` �; SEAL'A; and CEO,and/or Assistant Secretary,respectively,of each of the Companies above;that the seals affixed to this instrument are the seals of said corporations;that said instrument •, ,;pyyp,*;• ';oAr„ppK&,, .,,+am�.s.` `• was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors;and thaf the said Bruce G.Kelley and-Michael Freel,as such officers, 1 acknowledged the execution of said instrument to be their voluntary act and deed,and the UTUq voluntary act and deed of each of the Companies. LAUREL A.BLOSS My Commission Expires March 13,2014. COMMISSION NO.183662 MY COMMISSION EXPIRES �OrNEs.� p tows Notary Public in and for the State of Iowa CERTIFICATE I,James D.Clough,Vice President of the Companies,do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies,and this Power of Attorney issued pursuant thereto on 22nd day of June,2010,are true and correct and are still in full force and effect. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 11 day of September 2012 Vice President City of Aspen Qualification Statement Vrojed No.: 2012-105 1. Firm Name, Business Address, Contact Person 4 Telephone Number: 2. Year Present Firm 3. Date This Form L�oc�lA� C�ons+r�tcfic� ,lt► �4-lei-.3 t,cJ•t��/ $jq : e' -7,zo�� �D BOX )30 R'� ��� EJ 4. Type of Ownership: Small Bueiavu 7lt�I+l�00C4 S S- �d e� Z 9I0 3_71 _15_ B. Minority Owned ;i C. Women Owned i 5. Names /�offn not . more than ntwo principals to contact: JTitlel/Telephone: a) ie-4e4 ��Q. WA-re-to w V(� Pry,Uan4- b) (nftrV- t"• GOUId w PresiJe,,A 0irr.0( 0,4:0 6. Project Examples, Last 5 Years: � A* Project Name, Location 6 Brief Description: Owner's Name, Address i Telephone: Cost of Work Date (X $1,000) Completed 1. i 2. i 3. r 4. S. 6. 7. 8. 9. 10. 1 0E1-911.Ax •mel