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HomeMy WebLinkAboutRFP - P1158 INUSRANCE (3)City of Fort Collins Purchasing Financial Services Purchasing Division 215 N. mason St. 2°" Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. con✓purchasing ADDENDUM No. 2 Property and Liability Insurance Specifications for City of Fort Collins and Poudre Fire Authority (P1158) SPECIFICATIONS AND CONTRACT DOCUMENTS OPENING DATE: 3:00 P.M. (Our Clock) March 20, 2009 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. Deadline for Questions concerning this RFP P1158 Insurance is March 9, 2009. ADD: • 16 Joe Wright Dam State Inspection • 213 Halligan Dam • 3B Fairport Dam. Benson Reservoir • 46 Fine Arts Standard Facilities Report Revision 2 QUESTIONS AND ANSWERS: Q. How many firefighters with Poudre Fire Authority (PFA) are classified as EMT's or Paramedics? ANSWER. PFA has 152 Firefighters classified as EMT's Q. What are receipt totals for the following operations? Zoo/Farm Golf Courses City Park Railway Paddle Boats ANSWER. Zoo/Farm $ 199,792 Raillway $ 33,313 Paddle Boats $ 7,328 Golf Courses $2,668,844 j WATER DIVISION ONE OFFICE OF THE STATE ENGINEER Division of Water Resources Department of Natural Resources 810 9" Street, Suite 200 Greeley, Colorado 80631 Phone (970) 352-8712 Fax (970) 392-1816 www.water.state.co.us October 19, 2007 Ctry of_ Fort Collins Utilities PO'Box'580 _ T Fort Collins, CO 80522-0580 Attn: Clifford A. Hoelscher ,,When replying, please refer to: Halligan Dam .Div. 1, DAMID: ~ 430204 Dear Clifford: Bill Ritter, Jr Govemot HardsD. Sherman Executive Director tkvacantl State Engineer James R. Nall DIV',slon F+imneer On October 9, 2007, I performed a dam safety inspection for the above referenced structure in accordance with Section 37-87-107, C.R.S. (1991 Repl. Vol.), which assigns the responsibility for the determination for the safe ;storage level for the reservoirs within Colorado to the State Engineer. The enclosed inspection report summarizes my opinion .of the conditions observed during the inspection and identifies actions required to improve the condition and safety and to extend the useful life of the structure. Please read the enclosed report and implement the recommendations listed in the section entitled, "Items Requiring Action by Owner to Improve the Safety of the Dam" on page 3 of the. report. Please sign, date, and return to this office one copy of page 3 of the report and keep one copy for your files and future reference. If you have any questions concerning the report or any other dam safety related item, please feel free to give me a call at (970) 352-8712. DAT,6 SAfety Engineer Dam Safety Branch 2007 030204 EIRTrans.doc cc: State Engineer's Office George Varra, Water Commissioner Enclosure (a/s) ENGINEER'S INSPECTION REPORT INSPECTOR: JJF OFFICE OF THE STATE ENGINEER- DIVISION OF WATER RESOURCES -DAM SAFETY BRANCH 1313 SHERMAN STREET, ROOM 818, DENVER. CO 80203, (303) 866.3581 DAM NAME: HALLIGAN T: 11ON R: 071OW S: 34 COUNTY: LARIMER DATE OF INSPECTION: 10/9/2007 DAM ID: 030204 YRCompl: 1970 DAM HEIGHT(FT): 78.0 SPILLWAY WIDTH(FT): 110.0 PREVIOUS INSPECTION: CLASS: High hazard DAM LENGTH(FT): 360.0 SPILLWAY CAPACITY(CFS): 10000.0 NORMAL STORAGE (AF): 6428.0 DIV: 1 WD: 3 CRESTWIDTH(FT): 4.0 FREEBOARD (FT): 9.6 SURFACEAREA(AC): 253.0 Epp: 6/16/2003 CRESTELEV(FT): 6360.0 DRAINAGE AREA (AC.): 261.0 OUTLETINSPECTED: 9/27/1996 CURRENT RESTRICTION: — NONE -- OWNER: CITY OF FORT COLLINS-WATER OWNER REP.: CLIFFORD A. HOELSCHER ADDRESS: P.O.BOX 580 CONTACT NAME: FORT COLLINS CO 80522-0580 CONTACT PHONE: INSPECTION PARTY: __$teve $rrljQj ..—._..._._______._..__....__—____.__._._......___.._ REPRESENTING: FIELD WATERLEVEL: SELOWDAMCREST 35.35 25.65 FT. GAGERODREADING _ BeIOWSpIllwaY 43.15 _.-- CONDITIONS OBSERVED ._FT, GROUND MOISTURE CONDITION: 0 DRY ❑ WET ❑ SNOWCOVER OTHER DIRECTIONS: MARK AN X FOR CONDITIONS FOUND AND UNDERLINE WORDS THAT APPLY UPSTREAM SLOPE PROBLEMS NOTED ❑(0)NONE ❑ (1)RIPRAP- MISSING. SPARSE, DISPLACED, WEATHERED ❑ (2)WAVEEROSION- WITHSCARPS ❑(3)CRACKS WITH DISPLACEMENT ❑(4)SINKHOLE ❑ (5) APPEARS TOO STEEP ❑(6) DEPRESSIONSOR BULGES ❑ (7)SLIDES O(8) CONCRETE FACING- HOLES, CRACKS DISPLACED, UNDERMINED ❑ (9)OTHER CONDITIONS OBSERVED: Good 0 A=plable lJ Poor PROBLEMS NOTED ❑(10)NONE ❑(11) RUT OR PUDDLES ❑(12)EROSION Q(13)CRACKS- WITH DISPLACEMENT ❑(14)SINKHOLES n(151 NOTWIDE ENOUGH M(18)LOW AREA ❑(17) MISALIGNMENT 0(1e) IMPROPER SURFACE DRAINAGE ❑(19)OTHER CONDITIONS OBSERVED: 0 Good IX1 AoceplaDle (J .Poor PROBLEMS NOTED ❑(20)NONE ❑(21)LIVESTOCK DAMAGE Q(22) EROSION OR GULLIES ©(23)CRACKS - WITH DISPLACEMENT 0(24)SINKHOLE ❑(25) APPEARS TOO STEEP ❑(26) DEPRESSIONS OR BULGES ❑(27)SLIDE ❑(28)SOFT AREAS 2(29)OTHER Calcification, Scaling, Blisters CONDITIONS OBSERVED: ❑ Good IX1 Amepwble UX Poor Page 1 of 4 ENGINEER'S INSPECTION REPORT DAM NAME: HALLIGAN DATE. 10/9/2007 DAM I.D.: 030204 PROBLEMS NOTED ❑(30)NONE ❑(31) SATURATED EMBANKMENT AREA L/J(32) SEEPAGE EXITS ON EMBANKMENT ❑ (33) SEEPAGE EXITS AT POINT SOURCE ❑(34) SEEPAGE AREA AT TOE 0(35) FLOW ADJACENT TO OUTLET ❑(36) SEEPAGE INCREASED I MUDDY DRAIN OUTFALLS SEEN ❑✓ No ❑Yes Show location of drains on sketch and indicate ❑(37)FLOW INCREASED I MUDDY ❑(36)DRAIN DRY OBSTRUCTED amount and quality of discharge. ❑ (39) OTHER CONDITIONSOBSERVED: ❑ Good ❑X Acceptable ❑ Poor PROBLEMSNOTED ❑(40)NONE ❑(41)NO OUTLET FOUND ❑(42) POOR OPERATING ACCESS LJ(43) INOPERABLE ❑(44) UPSTREAM OR DOWNSTREAM STRUCTURE DETERIORATED (45) OUTLET OPERATED DURING INSPECTION DYES ovNO INTERIOR INSPECTED &6(120)NO ❑(121)YES 0(46)CONDUIT DETERIORATED OR COLLAPSED ❑(47) JOINTS DISPLACED ❑(46) VALVE LEAKAGE ❑ (49) OTHER CONDITIONS OBSERVED: ❑X Good ❑ Acceptable ❑ Poor PROBLEMS NOTED ❑(50) NONE ❑(51) NO EMERGENCY SPILLWAY FOUND ka(52) EROSION WITH BACKCUTTING ❑(53) CRACK- WITH DISPLACEMENT ❑(64) APPEARS TOBESTRUCTURALLY INADEQUATE ❑(55)APPEARS -too SMALL ❑ (56) INADEQUATE FREEBOARD ❑ (57) FLOW OBSTRUCTED ©(66)CONCRETE DETERIORATED / UNDERMINED ❑(59)OTHER CONDITIONS OBSERVED: ❑ Good a Acceptable 13 Poor EXISTING INSTRUMENTATION FOUND ❑(110)NONE Q(111)GAGEROD ❑(112) PIEZO METERS 0(113)SEEPAGE WEIRS / FLUMES d❑(114) SURVEY MONUMENTS ❑ (115)OTHER MONITORING OF INSTRUMENTATION ❑ (116)NO Q(117)YES PERIODIC INSPECTIONS BY: ®(116)OWNER Q(119)ENGINEER received In 2006. CONDITIONS OBSERVED: ❑X Good U Acceptable u Poor PROBLEMS NOTED 0(60 NONE l J (61) ACCESS ROAD NEEDS MAINTENANCE ❑ (62) CATTLE DAMAGE Sd(63) BRUSH ON UPSTREAM SLOPE, CREST. DOWNSTREAM SLOPE, TOE ❑ (64) TREES ON UPSTREAM SLOPE, CREST. DOWNSTREAM SLOPE, TOE ❑(65) RODENT ACTIVITY ON UPSTREAM. SLOPE. CREST, DOWNSTREAM SLOPE, TOE ©(66) DETERIORATED CONCRETE - FACING. OUTLET SPILLWAY 0(67) GATE AND OPERATING MECHANISM NEED MAINTENANCE ❑(68) OTHER (631 Brush is located on the toe at the left and right arorns. (66) Most of the concrete damage appears to be cosmetic except for the spall on the upstream face below the middle portion of the spillway. CONDITIONS OBSERVED: [] Good [X) Acceptable rXJ Poor Go to next page for Overall Conditions and Items Requiring Actions Page 2 of 4 ENGINEER'S INSPECTION REPORT DAM NAME: HALLIGAN DATE. 101912007 DAM I.D.: 030204 Based on this Safety Inspection and recent file review, the overall Condition is determined to be: S&I)SATISFACTORY [3 (72) CONDITIONALLY SATISFACTORY C] (73) UN . SATISFACTORY ITEMS REQUIRING ACTION BY OWNER 77 To IMPROVE THE SAFETY OF THE DAM 08 0 'o MAINTENANCE - NKNOR REPAIR - MONITORING ❑(80) PROVIDE ADDITIONAL RIPRAP: ............ --------- ....... ............ ............ ....... I....._.................... [J(81) LUBRICATE AND OPERATE OUTLET GATES THROUGH FULL CYCLE: ..... _ .......................... ............... .............. -- ----------- — ga(82) CLEAR TREES AND/OR BRUSH FROM: drolnS FJ(83) INITIATE RODENT CONTROL PROGRAM AND PROPERLY BACKFILL EXISTING HOLES:- --------------------------------------...... -------------- FI(64) GRADE CREST TO A UNIFORM ELEVATION WITH DRAINAGE TO THE UPSTREAM SLOPE: --------- ................................. .......................... n(85) PROVIDE SURFACE DRAINAGE FOR: ............................................... ---------------------- ..................................... --- ........... . i 66(86) MONITOR: Seepage and crackstsinalls for worsening conditions. (87) DEVELOP AND SUBMIT AN EMERGENCY PREPAREDNESS PLAN: Update c rflactS"d 0 Sao attached. 21(88) OTHER Close tnapb6ld6nof the spoils below the spllhvayo�n'lioth'the'upstream and downstream lace b 0(89) OTHER .......... -------------- .......... 7 ---------- ............ ------ -------- ................. ENGINEERING - EMPLO'WAN-ENGINEER EXPERIENCED IN DESIGN AND CONSTRUCTION 0 1 FDAUSTO: (plans and Specifications must be approved by State Engineer prior to constudo I a.) 2! S6 (90) PREPARE PLANS AND SPECIFICATIONS FOR REHABILITATION OF THE DAM: If,the Halligan Enlargement Is not found to be the LEDIPA as determined by the', 0(91) PREPARE AS -BUILT DRAWINGS OF: ---------- ...... — ...... --------- ................. ................... (92) PERFORM A GEOTECHNICAL INvFs-nrATION TO EVALUATE THE STABILITY OF THE DAM: .......... ........ ... ....... . n(93) PERFORM A HYDROLOGIC STUDY TO DETERMINE REQUIRED SPILLWAY SIZE: ............................ ---------------- - E](94) PREPARE PLANS AND SPECIFICATIONS FOR AN ADEQUATE SPILLWAY: ........................ ------ .... ............................... 'j E) (95) SETUP A MONITORING SYSTEM INCLUDING WORK SHEETS. REDUCED DATA AND GRAPHED RESULTS: ----------------------------------- F] (96) PERFORM AN INTERNAL INSPECTION OF THE OUTLET •... ............. ------ ................... ............ --------------- ........... ........ .............. &(97) OTHER: Corsfildri"Illn" crack width and d.,o Pth'IIrIO#—tp1ringoovicesontha largest eioslons on the upstream and downstream faces. ' : r , [](98) OTHER: --- . ............. ...... ........... -------- ----------- ............... ...................... ------- -------- J ............ FJ(99) OTHER: .. -,!1.,.-.�.,.,-;— ............... -------- ----------- SAFE STORAGE LEVEL RECOMMENDED AS A RESULT OF THIS INSPECTION W(WI) FULL STORAGE 'CREST Fr. BELOW DAM CREST ❑FT. BELOW SPILLWAY (102) CONDITIONAL FULL STORAGE FT GAGE HEIGHT 0(103) RECOMMENDED RESTRICTION No STORAGE -MAINTAIN OUTLET FULLY OPEN 0(104)CO"Nur EXISTING RESTRICTION REASON FOR RESTRICTION ACTIONS REOUIRED FOR CONDITIONAL FULL STORAGE OR CONTINUED STORAGE AT THE RESTRICTED LEVEL • Owners Engineers Sigrvalure DATE: WNERZW NEFiS REPRESENTATIVE Sigwture No Text V A i :v ;� 0 Q Z Q C� J J Q EPP Updates! Recently our office has had a few retirements, and your Emergency Preparedness Plan (EPP) may need to be updated. Please make the following changes to your plan. And, remember we require that you update your plan periodically and submit the following: - (2) copies to our office - (1) copy to your local Emergency Manager. Visit the Colorado Division of Emergency website to get the current contact information for your county. http✓/dola.colorado.gov/dem/localem.htm - (1) copy to the Colorado Division of Emergency Management, 9195 East Mineral Avenue, Suite 200 Centennial, CO 80112 Attn. Marilyn Gaily (720-852-6600)). (24-hour Emergency Number) 303-279-8855 http://dola. colorado.gov/dem/index.html Updated Colorado Division of Water Resources Emergency Contacts (the following are required in your plan); Jeremy Franz Dam Safety Engineer (Greeley) Greg Hammer Dam Safety Engineer (Greeley) Jim Hall Division Engineer (Greeley) office: 970-352-8712 mobile: 970-231-6990 office: 970-352-8712 home: 970-330-4293 office: 970-352-8712 home: 970-339-8515 Additional contacts: (optional for inclusion in your plan) Jack Byers Deputy State Engineer (Denver office) Mark Haynes Chief, Dam Safety Branch (Denver office) office: 303-866-3585 x-269 home: 303-423-4623 cell: 303-929-0327 office: 303-866-3585 x-276 home: 720-981-1462 cell: 303-204-6613 WARRANTY DEED EXEMPT THIS DEED, Made this 22nd day of January, 2004, between The North Poudre Irrigation Company, a Colorado corporation in good standing, whose address is P.O. Box 100, Wellington, 80549 of the County of Larimer and State of Colorado, grantor, and City v/of Fort Collins, Colorado, a Colorado municipal corporation, whose legal address is P.O. Box 580, Fort Collins 80522 , of the County of Larimer, and State of Colorado, grantee. WITNESSETH That the grantor, for and in consideration of the sum of ONE HUNDRED DOLLARS and such other consideration as provided in the Halligan Reservoir Agreement dated November 8, 1993, between grantor and grantee, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto the grantee, its heirs, successors and assigns forever, all the real property, together with improvements, if any, situate, lying and being in the County of Larimer and State of Colorado, described as follows: TOWNSHIP 11 NORTH, RANGE 71 WEST OF THE 6TH P.M. Section 32: The N1/2 of the NE1/4; Section 33: The N1/2; the N1/2 of the SE1/4 and the N1/2 of the SW1/4; Section 34: The N1/2 of the NE1/4; the SW1/4 of the NE1/4; the NW1/4 of SE1/4 and the SW1/4; EXCEPTING from all of the above that portion lying above the 110 foot contour of Halligan Reservoir as conveyed by Deed recorded January 9, 1913 in Book 242 at Page 355. TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described with the appurtenances, unto the grantee, its heirs and assigns forever. And the grantor for itself, its heirs and personal representatives, does covenant, grant, bargain, and agree to and with the grantee, its heirs and assigns, that at the time of the ensealing and delivery of these presents, it is well seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and authority to grant, bargain, sell and convey the same in manner and F:%KFONORTHPOUDRE\HALLIGAN WARRANTY DEED.wpd form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances, and restrictions of whatever kind of nature soever, subject to all easements and rights -of -way of whatever character of record or now existing on said premises, including, but not limited to, those for ditches, canals, pipelines, reservoirs, railroads, roads, telephone lines, utilities, power lines, or any other purpose, and all mineral, oil, gas and coal reservations, leases, and assignments of record, and subject to 2004 taxes payable in 2005 and subsequent years; and also subject to: (1) Leases of record or existing including a recreation lease dated June 1, 1988 between Grantorand North Fork Recreation Association which assigned said lease to LAndowner's Association for Phantom Canyon Ranches; (2) Rights or claims of parties in possession not shown by the public records; (3) Easements, or claims of easements, not shown by the public records; (4) Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records; (5) Reservations of (1) right of proprietor of any penetrating vein or lode to extract his ore; and (2) right-of-way for any ditches or canals constructed by authority of United States, in U.S. Patent recorded November 14, 1904 in Book 113 at Page 295. (Affects the NE1/4 of Section 32); (6) Reservations made by the Union Pacific Railway Company in Deed recorded April 25, 1907 in Book 150 at Page 82. (Affects Section 33); (7) Reservation of right of proprietor of any penetrating vein or lode to extract his ore, in U.S. Patent recorded April 20, 1883 in Book 32 at Page 26. (Affects S1/2 NW1/4 of Section 34); (8) Reservationofright-of-way for any ditches or canals constructed byauthority of the United Sates, in U.S. Patent recorded August 25, 1891 in Book 361 atPage213.(Affects N1/2NE1/4;SW1/4NE1/4;NW1/4SE1/4;and SW1/4 of Section 34); (9) Plat and Statements of Halligan Reservoir Enlargement, Larimer County, Colorado Irrigation Division No. 1, Water District No. 3, recorded January 12, 1925 as File No. 1067; (10) Terms, agreements, provisions, conditions and obligations as contained in Decree recorded June 19, 1972 in Book 1508 at Page 330; F;IKF0NORTHPOUDREIHALLIGAN WARRANTY DEED.wpd (11) Any and all rights and priorities, adjudicated, contractual or otherwise claimed by off -site users other than the record fee owner of the lands thereunder, for ditch easement(s) to convey water across a portion of subject property into, out of, and to store such water in an existing lake or reservoir on a portion of subject property; togetherwith rights of ingress -egress thereto for purposes of maintenance, repairs and any asserted right to enlarge, diminish or alter such reservoir, or the waters therein all as disclosed by instrument recorded January 12, 1925 as Reception No. 287230 to or discloses the Halligan Reservoir Enlargement Reservoir; (12) Lack of a right of access from the land to any open public road, street or highway; (13) Agreement between Grantor and The Nature Conservancy originally dated December 9, 1991; (14) The Halligan Reservoir Agreement dated November 8, 1993 entered into between Grantor and Grantee, and Memorandum of Agreement dated January 22, 2004 and recorded on January 22, 2004; and (15) Non -merger and provisions for survival of rights, duties and obligations between grantor and grantee as contained in the November 8,1993 Halligan Reservoir Agreement. Reserving unto Grantor: (1) Rights of access, ingress and egress to and from the real property for any and all purposes commensurate with Grantor's reserved rights and use of Halligan Reservoir located upon the subject property; (2) A permanent perpetual easement for active storage in the amount of 6,408 acre feet to be used for the lawful storage of any of Grantor's water rights. "Active Storage" shall mean a perpetual pool of 6,408 acre feet of water not diminished by any silt or dead storage; (3) All water in storage in Halligan Reservoir as of the date of this Deed and all of Grantor's water rights and decrees concerning Halligan Reservoir; and (4) The benefit of up to 250 cubic feet per second of outlet capacity from Halligan Reservoirfor releases of anywaters owned or controlled by Grantor. The grantor shall and will WARRANT AND FOREVER DEFEND the above - bargained premises in the quiet and peaceable possession of the grantee, its heirs and assigns, against all and every person or persons lawfully claiming the whole or any part thereof. MFLINORTHPOUDREIHALLIGAN WARRANTY DEED.wpd Q. There was information on 2 dams, Fairmont and Halligan; however the Terrorism Supplemental Application mentioned another name, "Joe Wright' dam; is this a 3rd dam and if so, is there an application for it, or is this another name from one of the latter? ANSWER. There are three dams. Halligan, Joe Wright, and Fairport. Benson reservoir is the name of the lake behind Fairport dam. All dams are on a two year inspection cycle. The State issued a reservoir restriction on Fairport dam to 0 storage in January 2007 due to the deterioration of the outlet pipe. We were ordered to maintain the outlet in a wide open position. Thus, there have been no further inspections. We will be replacing the dam in 2009 with a new structure. The design is completed and has been reviewed by the State Engineer. We are awaiting approval of our 404 Permit from the Corps of Engineers prior to beginning construction. An addendum is provided for State inspection information on all three dams. Q. Light & Power payroll records were not seen in the 2008 payroll report. Can these be provided as an attachment? ANSWER. Light & Power payroll is listed as WC code 7539 in the "2008 Payroll by WC Code as part of the full package. Q. The Fine Art Standard Facility report appears to be missing pages. Could this be provided in its full form? ANSWER. Yes. See attached as an addendum. Q. Could we get the square footage of the three main transit centers, CSU Transit center, the Downtown / North Transit Center and the South College Transit Center? ANSWER. There is no Transit Center on South College Ave. There is the main Transit (Transfort) facility at the south end of town on Portner Rd. and the square footage is as follows for each: North Transit Center = 6,000 Sq. Ft. CSU Transit Center = 6,030 Sq. Ft. South (Portner) Transit Center = 50,445 Sq. Ft. Please contact Lance Murray, Project Manager at (970) 221-6807 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. above. IN WITNESS WHEREOF, the grantor has executed this deed on the date set forth THE NORTH POUDRE IRRIGATION COMPANY, a Colorado corporation By- t Stephen R. Smith, Manager Darryl Sm' a, Vice President STATE OF COLORADO ) . . ) ss. COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this 22"d day of January, 2004, by Stephen R. Smith as Manager and Darryl Smika as Vice President of The North Poudre Irrigation Company, a Colorado corporation. WITNESS my hand and official seal. My commission expires: 8 r 2- :V D o,0 fir. FAKFONORTHPOUDRMHALLIGAN WARRANTY DEED.Wpd BARGAIN AND SALE DEED THIS BARGAIN AND SALE DEED is made this 22"d day of January, 2004, between The North Poudre Irrigation Company, a Colorado corporation in good standing, whose address is P.O. Box 100, Wellington 80549, of the County of Larimer and State of Colorado, grantor, and City of Fort Collins, Colorado, a Colorado municipal corporation, whose legal address is P.O. Box 580, Fort Collins 80522 of the County of Larimer, and State of Colorado, grantee. WITNESSETH That the grantor, for and in consideration of the sum of One Dollar ($1.00) and such other consideration as provided in the Halligan Reservoir Agreement dated November 8, 1993 between grantor and grantee, the receipt and sufficiency of which is hereby acknowledged, hereby bargains, sells and conveys unto the Grantee all the right, title and interest of the grantor in and to the following real property, together with improvements, if any, in the County of Larimer and State of Colorado: Any and all interests of Grantor including but not limited to rights -of -way, easements, future interests, reversionary rights, rights of reverter, rights of re-entry, possessory rights, options, leases, licenses, prescriptive easements, and title that Grantor has, if any, in and to Sections Twenty- seven (27), Twenty-eight (28) and Twenty-nine (29), Township Eleven (11) North, Range Seventy-one (71) West of the 6' P.M., Larimer County, Colorado; and All retained rights and reservations, options, future interests, rights of reverter, rights of re-entry, easements and/or rights -of -way, possessory rights, and prescriptive easements as to all that property conveyed by Deed recorded January 9, 1913 in Book 242 at Page 355 being located in the North Half of the Northeast Quarter (N%zNE'/<) of Section Thirty-two (32), the North Half and the North Half of the South Half (N'/z N%S'/z) of Section Thirty-three (33) and the South Half of the Northwest One Quarter (S'/2NW'/) of Section Thirty-four (34) in Township Eleven (11) North, Range Seventy- one (71) West of the 6`h P.M., Larimer County, Colorado; and All rights of access, ingress and egress to and from Sections Twenty-seven (27), Twenty-eight (28), Twenty-nine (29), Thirty-two (32), Thirty-three (33) and Thirty-four (34) in Township Eleven (11) North, Range Seventy-one (71) West of the Vh P.M., over and across Sections 32, 33, 34, 35 and 36, in Township Eleven (11) North, Range Seventy-one (71) West and Section Thirty -One (31) in Township Eleven (11) North, Range Seventy (70) W est of the 6'" P.M.; and Conditional Water Decree and Right as awarded in Case No. 85-CW-435 for the Halligan Reservoir Enlargement a/k/a North Poudre Reservoir No. 16. above. IN WITNESS WHEREOF, The grantor has executed this deed on the date set forth THE NORTH POUDRE IRRIGATION COMPANY, a Colorado corporation By:' By: / , Stephen R. Smith, Manager Ddrryl Snik Vice President STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this 22"d day of January, 2004, by Darryl Smika as Vice President and Stephen R. Smith as Manager of The North Poudre Irrigation Company, a Colorado corporation. WITNESS my hand and official seal. My commission expires: Ll 0 Lo No%tar�-Putb5lic 0 % STATE OF COLORADO WATER DIVISION ONE OFFICE OF THE STATE ENGINEER Division of Water Resources Department of Natural Resources 810 9e' Street, Suite 200 Greeley, Colorado 80631 Phone.(970)352.8712 Fax (970) 392-1816 www.water.state.co.us :'July', 3;1_ 2006"• Karen Manei City of Fort Collins -Natural Resources Dept. P.O. Box 580 Fort Collins, CO 80522 RE: Inspectio Hof Fairport dam, (Robert Benson Reservoir) Dear Karen: Bill Owens Governor Russell George Executive Director Hat D. Simpson, RE State Engineer James R.Hall, P.E. Division One Engineer On Jamie July 24, 2006, I performed a dam safety inspection for the above referenced structure in accordance with Section 37-87-107, C.R.S. (1991 Repl. Vol.), which assigns the responsibility for the determination for the safe storage level for the reservoirs within Colorado to the State Engineer. The enclosed .inspection reports summarize my opinion of the conditions observed during the inspections and identifies actions required to improve the condition and safety and to extend the useful life of the structures. Please read the enclosed reports and implement the recommendations listed in the section entitled, "Items Requiring Action by Owner to Improve the Safety of the Dam" on page 2 of each report. Please sign, date, and return to this office one copy of page 2 of the reports and keep the other copy for your files and future reference. If you have any questions concerning the report or any other dam safety related item, please feel free to give me a call at (970) 352-8712. Sincerely, John Batka, P.E. Dam Safety Engineer cc: State Engineer's Office Fred Renner, Water Commissioner Enclosure (a/s) ENGINEERS INSPECTION REPORT INSPECTOR: JHB .OFFICE OF. THE STATE ENGINEER - DIVISION OF WATER RESOURCES - DAM SAFETY BRANCH 1313 SHERMAN STREET, ROOM 818. DENVER. 00 80203. 003) 866.35BI DAM NAME: FAIRPORT T: 060N R: 069OW S: 13 ` COUNTY: LARIMER DATE OF INSPECTION: 7/24/2006 . DAM ID: 040123 YRCompl: 1882 DAM HEIGHT(FT): 15.'8 ` : SPILLWAY WIDTH(FT): 25.0 PREVIOUS INSPECTION: 3/11/2004 ` CLASS: 2 DAM LENGTH(FT): 1610.0 SPILLWAY CAPACITY(CFS): 12.0 CAPACITY(AF): 563.0 .. DIV: 1 WD: 4 CRESTWIDTH(FT): 12.0 FREEBOARD (FT): 1.1 SURFACE AREA(AC): 51.0 EPP: 10/18/2005 CRESTELEV(FT): 5004.0 DRAINAGE AREA (AC.): 303.0 OUTLET INSPECTED: 11/15/1996 CURRENT RESTRICTION 6.0 SPILLWAY OWNER: CITY OF FORT COLLINS-NATURAL RESOURCES DEP CONTACT NAME: Karen Mand ADDRESS: P.O. Box 580 CONTACT PHONE: (970) 221-6310 FORT COLLINS CO 80522 INSPECTION PARTY: --Karen-Man-Qi_..................... .-....._ - _. ___...-__ REPRESENTING:—CihLOt.FO[t_COlhn$_NaIuralgeSOUr.Ce.$,_,__ JIMLU CONDITIONS WATER LEVEL: BELOW DAM CREST 7.2 . cor4DlnoNs----...------_---_Fr. Below Spillway �----6-� FTGAGE ROD REAOING 5.9 -- -- ----------------- 06SERVED GROUND MOISTURE CONDITION: DRY — -� - WET - _ SNOWCOVER �_ OTHER DIRECTIONS: MARKAN X FORCONDITIONS FOUND AND UNDERLINE WORDS THATAPPLY Conditions Observed PROBLEMS NOTED J(0)NONE W! (1)RIPRAP- MISSING. P$ ARSE. DISPLACED, WEATHERED J' (2) WAVE EROSION- Aat QARPS X, J(3) CRACKS WITH DISPLACEMENT J(4) SINKHOLE (5) APPEARS TOO STEEP l�l(6) CEPRESSIONS OR BULGES l] (7) SLIDES 0 A P 0 c O I I (8) CONCHOLES. CRACKS. DISPLACED. UNDERMINED (9) OTHER D E R P Riprap bank protection is sparse/displaced and provides minimal erosion protection Slope is steep near the toe and signifcant scarps have formed due to wave action. Some depressions are noted. Slope has a good B L IRETEFACING- a mnrin4 of nc4ahlie hurl vnnn}afinn E [J( �( ) J(14)SINKHOLES PROBLEMS NOTED ❑(70) NONE �(11) PUT OR PUDDLES 12) EROSION I—) 13 CRACKS • WITH DISPLACEMENT G A P J(15)NOT WIDE ENOUGH 0(16)LOWAREA J(17)MISALIGNMENT (�&S)IMPROPER SURFACE DRAINAGE 0(19)OTHER O C O 0 c O Crest is narrow, and has noticeable variations in elevation along its length. Lack of malntance has resulted in D E R P poor drainage along the crest. Longitudal crack noted last inspection report has not increased in size. A e L E PROBLEMS NOTED[ 1(20)NONEL j(21) LIVESTOCK DAMAGE J(22) EROSION OR GULLIES J(23)CRACKS- WITH DISPLACEMENT 0 (24) SINKHOLE X� LV(25)APPEARS TOO STEEP J(26) OEPRESSIONSOR BULGES J(27)SLIDE ❑(26)SOFTAREAS J(29)OTHER G A P O c O O c O Slope is steep in places and has some irregularities. Vegetation Is well established providing protection. A D E R P couple of areas exist where vechicles and ATV's have established a trail up the downstream slope n i B N E PROBLEMS NOTED n(30)NONE J(31) SATURATED EMBANKMENT AREA J(32) SEEPAGE EXITS ON EMBANKMENT C X I, -I (33) SEEPAGE EXITS AT POINT SOURCE (34) SEEPAGE AREA AT TOE aG A P L(35) FLOW ADJACENT TO OUTLET �(36)SEEPAGE INCREASED /MUDDY A 0 C O DRAIN OUTFALLS SEEN �.ND i_iVes amount andono(dranson Sketch and indicate �'(a7)FLOW INCREASED /MUDDY -138 GRAIN DRY OBSTRUCTED m D E R amount and quaY(y of discharge, Lj( ) c P J (39) OTHER T N A C 9 Noseepageis observed along downstream slope at the current lake level. —; E PROBLEMSNOTED -E](40)NONE 'EI(41) NO OUTLET FOUND J(42) POOR OPERATING ACCESS J(43) INOPERABLE N ;X J (44) UPSTREAM OR COWNSTREAM STRUCTURE DETERIORATED 145) OUTLET OPERATED DURING INSPECTION JYES �JNO O C O INTERIOR INSPECTED �'(•20) NO 111121)YES J(46)CONDUIT DETERIORATFD OR COLLAPSED J(47) JOINTS DISPLACED iJ(48) VALVE LEAKAGE D c 0 0 E R J (49) OTHER P T A Outlet is discharging a small amount of water, and is adiusted periodically to maintain lake elev. Downstream L end of pipe is approx. half full of sediment, and downstream channel is constricted with silt and veo. Outlet is E know to be in poor condition. PROBLEMSNOTED i i(50)NONE'-'(51)NO EMERGENCY SPILLWAY FOUND [_ 1(52) EROSION WITH BACKCUTTING J(53)CRACK -WITH DISPLACEMENT X ._jj(54) APPEARS TO BE STRUCTURALLY INADEQUATE J(55) APPEARS TOO SMALL Li (56) INADEQUATE FREEBOARD (57) FLOW OBSTRUCTED G A P _ ,J' `J(58)CONCRETEDETERIORATED / UNDERMINED EI(59)OTHER O O 0 c O E O O R Spillway is poorly defined and is not adequate in size as noted in previous reports. Dam only has 1.1 feet of P A B freeboard and should have a minimum of 3' of freeboard. L LAM NAME: FAIRPORT F. .. x g_. _ _ DAM I.D.: 040123 DATE. EXISTING INSTRUMENTATION FOUND ❑(110)NONE Q(111)GAGEROD ❑(112)PIEIOMETERS ❑(113)SEEPAGE WEIRS / FLUMES x� ❑(114) SURVEY MONUMENTS ❑ (115) OTHER �, l0wn&'IsM�ikifid M.ONITORINGOF INSTRUMENTATION 116 NO a ❑ ( ) Q(177)YES PERIODIC INSPECTIONS BY: �(116)OWNER n(119)ENGINEER 0 e 01_. ,< 9 w v 01 R ined' by measunng tlownsfromwthe'�op of todlcally monitors gage readmg to keep lakebePROBLEMS NOTED: ❑(60NONE 0 (61) ACCESS ROAD NEEDS MAINTENANCE ❑ (62) CATTLE DAMAGE Xi�(63)BRUSH ON UPSTREAM SLOPE. CREST, DOWNSTREAM SLOPE, TOE ❑(64)TREESON UPSTREANISLOPE, CREST, DOWNSTREAM SLOPE, TOE"P❑(65)RODENTACTIVITYON UPSTREAMSLOPE, CREST. DOWNSTREAM SLOPE, TOE ❑(66) DETERIORATED CONCRETE- FACING, OUTLET SPILLWAY 0e 0 D v R (67) GATE AND OPERATING MECHANISM NEED MAINTENANCE ❑(66)OTHER a -good effort to control3rees and brush`on the dam:' Vanatafinn rnnr,•�i .,,Aaew'w.a� . .. �. , , E _ _. ACT IGNSREQUIRED FOR Ci"-'"`�"""G.i. ^- I iwW.CTE CONTINUEDSTCRAGEATiHERESTRIOLE`/EL: Engineers �. ` hW — Owner's 7 3 ,..3-...... Signature Signature b (p DATE: OFFICE OF THE STATE ENGINEER Division of Water Resources Department of Natural Resources 1313 Sherman Street, Room 818 Denver, Colorado 80203 Phone (303) 866-3581 FAX (303) 866-3589 wwwwater.state.co.us Ms. Karen Manci City of Fort Collins Natural Resources Department P.O. Box 580 Fort Collins, CO 80522-0580 STATE OF oF•COto Ja un ary 3, 20g7 r 1878 '� RE: Reservoir Restriction To Zero Storage Dear Ms. Manci: Bill Owens Governor Russell George Executive Director Hal D. Simpson, RE. State Engineer CERTIFIED NO: 7003 2260 0003 4680 7462 When replying, please refer to: FAIRPORT DAM W. Div. 1, DAMID`. 040123 A review of the internal outlet inspection performed by your staff for the above mentioned dam, was done in accordance with Section 37-87-107, C.R.S. (1991 Repi. Vol.), which assigns to the State Engineer the responsibility for the determination of the safe storage level for the reservoirs within this state. A copy of the inspection review memo was previously transmitted to you by the inspecting engineer, for your information and use. The inspection memo describes conditions observed which are considered to threaten the safety of the dam, and could potentially lead to its failure if the reservoir is continued to operate at the current level (previously restricted to GH 6'). Specifically, the clay tile outlet. has deteriorated to an unacceptable condition with displaced cracks along the length, and a collapsed section exposing embankment material above. Due to these concerns, the reservoir is further restricted to zero storage, and you are ordered to maintain the outlet in a wide open position. Please refer to the inspection memo for more details on the nature of the problem, and implement the required actions for a safe drawdown of the reservoir. Other conditions that exist which are related to the current storage restriction (i.e., poor condition of the embankment, and inadequate spillway) are noted in previous inspection reports. If you wish to return the reservoir to a storage facility, you must at a minimum replace the outlet conduit. For this Small, Class 2 dam, plans and specifications for the rehabilitation / replacement of the outlet works must be prepared by a Professional Engineer registered in Colorado, and must be submitted to this office for review and approval prior to construction, per Rule 6 of the State of Colorado's Rules and Regulations for Dam Safety and Dam Construction, September 30, 1988. Construction may not proceed until approval for the intended work is granted by this office. Upon completion of the necessary work, a final inspection will be made, and, if the work is found to be satisfactory, the storage restriction will be removed or revised. Karen Mani l 2006 Gutle4 inspectlon of Fairport Dam pdf y Page 1 pF CO a�.. WATER DIVISION ONE OFFICE OF THE STATE ENGINEER • f� 'a. Division of Water Resources • `�� Department of Natural Resources r876 Memorandum To: Karen Manci, City of Fort Collins Natural Resources Department From: John Batka— Dam Safety Engineer Div: 1 Greeley Date: _December12,-2006 Re: 2006 outlet inspection of Fairport Dam. This memo summarizes my findings of the Fairport Dam internal outlet inspection performed on October 24, 2006 by the City of Fort Collins Utilities crew. DWR staff was not present during the inspection, however a self propelled video camera was used to video tape the.conduit and the tape was provided for review. Fairport Reservoir is classified as a small significant hazard (class ll) reservoir with an approximate storage volume of 600 acre-ft,'and an area of51 acres when full. The existing outlet conduit is a 24" dia. clay pipe with individual pipe sections of 2.5' in length. No construction plans are available for the reservoir, but it appears the downstream reach of the pipe from the outlet to the wet well is approximately 28'. The outlet conduifwas last inspected in 1996 and was found to be in unacceptable condition with numerous cracks along the length, and areas where the crown was displaced. The reservoir has been under a storage restriction since 1987 that restricts storage to a level 6'below the spillway or GH 6'. The reason for the restriction is due to the poor condition of the embankment, and an inadequately sized spillway. The inspection video started atthe downstream headwall and traveled up the conduit toward the wet well. At station 13.5' the camera was blocked by debris and could not continue up the pipe. The camera had a clear view upstream, and at approximately station 20' the upper quadrant (from spring line to crown) of at least one entire section of pipe has completely collapsed exposing the embankment material above. Debris from the collapsed pipe including concrete and embankment material remains in the pipe invert. Several pipe sections downstream of the failure (from sta. 20'-15') have significant cracks along the crown and spring line that are displaced downward and appear unstable. The condition of the pipe upstream of the failure to the wet well/valve is unknown. The gate valve can be seen in the distance (approx. sta. 28') and a small amount of flow is leaking past it. The conduit upstream of the wet well is underwater and the condition is unknown. Given the exposed/unsupported embankment material at the collapsed pipe section, and the displaced cracks in the downstream pipe, the outlet could not be safely operated in an emergency. It is probable the outlet conduit would fail completely, putting the entire structure at risk. Continued storage under these conditions is presents an unsafe situation and the reservoir should be slowly drained to zero storage until the outlet conduit can be replaced and the dam is determined to be safe. The condition of the bottom portion of the conduit appears to be in tact and water should be released slowly to ensure flow stays in the lower quadrant of the pipe and does not cause qlp� 4.izry29 t oxember�tl 20:0 John Batka, P.E. Division. of Water Resources Water Division One 810 91h Street, Suite 200 Greeley, CO 80631 Re: Fairport Dam D A_NIID: 040123 Dear John: Enclosed are two copies of the October 2007 Emergency Preparedness Plan for Fairport Dam, Robert Benson Lake, located on Pelican Marsh Natural Area. Pelican Marsh Natural Area is owned and managed by the City of Fort Collins Natural Areas Program. Final design for improvements to Fairport Dam and Robert Benson Lake are in process. Expected start of dam re -construction is fall 2008. In the interim, the City of Fort Collins will continue to maintain Fairport Dam and will continue to maintain the outlet in a wide open position to restrict the reservoir to 0 storage, as ordered in the letter from the Office of the State Engineer dated January 3), 2007. We will also be clearing debris and sediment away from the outlet pipe to facilitate construction of the new outlet pipe prior to fall construction. Mark Kempton of Anderson Consulting in Fort Collins is the projectengineer working on the Final design of the Fairport Dam reconstruction. Sincerely, '� Karen --IvIanci Senior Environmental Planner cc: Mark Sears, Natural Areas Program Manager Jim Miller, Natural areas Crew Chief Erik Nilsson, Larimer County Emergency Management Colorado Division of Emergency Management 4V1lE;(E IS B W3y 0f IIfe Emergency Preparedness Plan For FAIRPORT DAM Robert Benson Lake Hazard Class: 2 DANIID: 040123 National ID: COO 1 133 LARINIER COUNTY Section 13, Township 6N, Range 69W SIXTH Prime Meridian Next Downstream City or Town: WINDSOR Distance to downstream Town: 9,0 miles River or Stream: BIG THOMPSON RIVER Dam Type Code: RE Year Constructed: IS 82) Dam Height: 12.9 ft Crest Length: 1560 ft Crest Width: 12.0 ft Reservoir Surface Area: 66 ac Normal Storage Capacity: 563 AF Maximum Storage Capacity: 750 AF Outlet Discharge Capacity: I efs Drainage Basin .area: 303 acres Services Spillway %laximum Spillway Capacity: 300 cfS Spillway Width: 50.0 ft Freeboard: 4.6 ft October 31, 2007 STATE OF COI.LORADO WATER DIVISION ONE OFFICE OF THE STATE ENGINEERDivision of Water Resources �� o r Department of Natural Resources k 810 9" Street, Suite 200 .�. Greeley,. Colorado 80631 Phone (970) 352-8712 Fax (970) 392-1816 Bill Ritter, Jr. Governor www.water.state. co. us _ Harris D. Sherman Executive Director September 25, 2007 (Vacant) State Engineer City OfFort'CollinS PO Box 580 James R. hall Division Engineer Fort Collins, CO 80522 When replying, please refei; to: Joe Wright Dam W. Div. 1, DAMID: 03042 Gentlemen: On September 20, 2007, I performed a dam safety inspection for the above referenced structure in accordance with Section 37-87-107, C.R.S. (1991 Repl. Vol.), which assigns the responsibility for tl]e determination for the safe storage level for the reservoirs within Colorado to the State Engineer. The enclosed inspection report summarizes my opinion of the conditions observed during the inspection and identifies actions required to improve the condition and safety and to extend the useful life of the structure. Please read the enclosed report and implement the recommendations listed in the section entitled, "Items Requiring Action by Owner to Improve the Safety of the Dam" on page 3 of the report. Please sign, date, and return to this office one copy of page 3 of the report and keep one copy for your files and future reference. If you Have any questions concerning the report or any other dam safety related item, please feel free to give me a call at (970) 352-8712. 2007_030402 EIRTrans.doc cc: State Engineer's Office George Varra, Water Commissioner Enclosure (a/s) e eg5y(J. Frantz, P.E. _Safety Engineer Dam Safety Branch FAIRPORT DA�I 040123 Contact Directory Local Emergencv Avlana2er: Erik Nilsson Larimer County Emergency %wlana;ement P.O. Box 1190 Fort Collins, CO 8M2 24-Hr Contact: 970-498-5 141 Office: 970-498-3310 State of Colorado Division of Water Resources: Dam Safety Greeley Petsomtel: Contact one of theJollowin,, in the order of the followin priority: John Batka Dam Safety Engineer (primary) Jeremy Franz Dam Safety Engineer (secondary) Jim Hall Division Engineer Denver Personnel: Jack G. Bvers Assistant State Engineer ,,lark Haynes Chief, Dam Safety Branch Dam Owner's Personnel: Prin;ary Contact .alternate: Office: 970-352-8712 Home: 970-834-2423 Cell: 970-217-9383. Home rivMohile: 970-231-6990 Office: 970-352-8712 Home: 970-339-85 1 5 Office: 303-566-3585 x269 Home: 303-423-4623 Cell: 303-929-0327 Office: 303-866-3585 x276 I-[ome: 720-981-1462 Cell: 303-204-6613 Mark- Sears Natural Areas Program Mana,er Jin; Miller Natural Areas Clew Chief Office: 970-416-2096 Home: 910-226-1949 Of -Xe: 970-416-2206 Cell: 970-222-6145 En -*sneer: Bob Smith Off ce: 970-224-6021 City of FC Utilities 1-Iome: 970-221-527? FAIRPORT DANI 040123 Paul & Judy Kohler 970-667-2755 505 Victoria Drive Fort Collins, CO 80525 Dorothy Gonzales 970-667-7807 521 Victoria Drive Fort Collins, CO 80525 Zachary & Kathleen Olesen 970-612-021 1 615 Victoria Drive Fort Collins, CO 80525 Franklin & Linda Bateman None available 625 E Victoria Drive Fort Collins, CO 80525 Samuel & Lucretia Steele 970-226-5643 708 Victoria Drive Fort Collins, CO 80525 Brian & Rebecca Newt 970-667-7065 734 Victoria Drive Fort Collins, CO 80525 Dwayne W Hamar 970-226-3681 6824 S Colle,e Avenue Fort Collins, CO 80525 Jeff Bundy 970-207-1898 6916 S College Avenue Fort Collins, CO 80525 EMERGENCY PROCEDURES INTRODUCTION The purpose of this plan is to give procedures to deal with an emergency at a dam. The plan also serves as a reference for determining the level of urgency and priorities for notification. Once a threatening incident has been observed, there are seven steps that must be performed to address an emergency and restore the safety of the dam. They are: (Classification & Notification) 1) determine the urgency of the incident and notify the appropriate individuals; (Emergency ketions) 2) lower the water level; 3) monitor conditions; 4) make expedient temporary repairs; (Engineered Repairs) 5) study the problem and recommend possible solutions; 6) operate the reservoir at a restricted level until the repairs are made; and 7) construct the repairs. CLASSIFICATION & NOTIFICATION' The primary decision when observinp, a threatening incident at a dam is to classify the level of urgency. This will prioritize the missions and accordingly, the list of persons to notify. Two basic missions confront the individual reporting the incident: 1) alert and evacuate downstream residents in a timely manner, and 2) evaluate and correct the problem at the dam. There is some judgement required in deciding which mission to pursue first. The more rapid the deterioration of the structure or conditions, the more appropriate it is to evacuate the downstream public first. Even when conditions indicate that monitoring and observation are top priority, it is often wise to also issue warnings so that downstream entities can prepare to respond if necessary. hi the event that the dam is In the process of tailing, there may be only time and resource's to evacuate the downs team residents. However, more often there will be an ooportmi to restore tl-e dam to safe operation and prevent a catastrophic failure. In all circumstances, the timeliness o: the observation and rapidit. of the response to a problzrn will determine the severiw of ire A amage and successful prevention of a fai''ure. L. this plan, four levels of urgency are id.ntified: 1) Unusual Threat, 2) Failure Imrriner.t, 3) Failure in Progress, and s) Darr, Failure. The definitions and appropriate notitcation are as follows: TABLE 1. GLTDE FOR CLASSIFYING TIIE LEVEL OF URGENCY FOR A TYPICAL DANI INCIDENT LE i'EL OF LRGEN CY INCIDENT UNUSUAL THREAT INMINENT FaILLRE F.AILLRE Ili PROGRESS vew or increased Possible failure � Partial failure or dynamic problem developing I failure of dam in progress NOTIFICATION Consultant Contractor Emergency Nfar. PRIORITY State Engineer's Ofc. v Consultant Contractor State Engineer's 0fc. Consultant Emergency .1vIgr. I State Engineer's Ofc. PROBLEM I EXAMPLES OF POSSIBLE OBSERVATIONS B.ACKCUTTING Erosion downstream of dam Erosion downstream of Spillway strutture is OF SPILLWAY progressing slowly dam progressing I washed out rapidly CRACKING Dry open crack Crack with Crack with erosive flow displacement or minor flow i I OUTLET Broken gate; conduit with Cracked or perforated Obvious sediment piping FAILL71ZE pinhole size seeps conduit with concen- into or adjacent to the trated seeps with some outlet conduit which sediment piping; results in the embank - deeply scoured or ment and/or conduit I undermined conduit washing out OVERTOPPING Water at crest due to a Flood overtopping dam Flood overtopping dam blocked spillway and causing minor I and washing it out I erosion P.IPI:NG Very minor seditr:er.t in •• S.imrificant sediment in Piping has resulted in seepage or toe drain seepage or toe drain settlement or sinkhole in the embankment SATURATION Downstream slope of i Saturation results in Saturation results in slides embankment saturated. I slides which narrow which narrow embank - embankment gets soft, minor embankment cross ment cross section or - S1Gi:27iri2 n'ia;% OCCL'r i section Or SCtClemenC Of j settlement Of the crest the crest which r.'dnCeS ; vxhich reduces freeboard I freeboard, but onl, I and significant seepage minor seepage occurs i i i occurs or water begins __ I overtopping dam POTENTIAL PROBLEMS AND aLNIEDIATE EMERGENCY ACTION'S The following are emergency actions that an owner should perform immediately for ten common problems that can be associated with serious incidents. The problems may occur by themselves or in conjunction wifn each other. The actions are simple emergency solutions that may be followed by additional action under the guidance of an engineer. BACKUTTING OF SPILLWAY 1. Lower the water level to reduce flows over the spillway by opening the outlet. Continue to lower the water until the SEO or your engineer determines the needed restriction level for avoiding spills for the appropriate frequency storm. 2. Establish a mark where the spillway ends. ivlonitor the rate of backcutting and the rate of flows through the spillway. Also note the duration and rate of outlet flows. 3. Provide temporary protection at the eroding surface by placing plastic sheets, riprap, or other suitable material. CR_�CKIN G 1. Lower the water to a level below the cracking. 2. Place marker or instrumentation on the cracks that allows monitoring of the. dimensions of each significant crack. Document observations. 3. Attempt to block water movement through the dam by placing plastic sheets or facsimile on the upstream face. OUTLET FAILURE 1. Close the outlet gates to protect the embankment from piping or to protect the conduit from damage. 2. Lower the water level until the SEO is consulted and approves a specified level. Lower the water level by pumping, siphoning, or construction of a temporary spillway. �. tfonttor the outlet section for set.'ernent, development of sinkholes, and piping. Lnstall additional movement monuments to aid monitoring. Observe outlet discharges for quantity of flow and signs of conduit erosion.. 5 4. Lower the water level until the SEO is consulted and approves a specified level. 5. Survey existing monuments to determine the settlement. Install additional monuments as necessary, Continue to monitor settlement with time. Watch for piping and sinkholes. SINKHOLE 1. Check if the sinkhole is the result of piping through the outlet conduit. If there appears to be no relation to the outlet, then open the outlet to lower the reservoir. 2. Observe the seepage conditions and begin periodic monitoring. Document your observations by taking photos, making notes, and including time references. V 3. If the, is minor clear seepage wait for your engineer's evaluation. 4. If there is muddy seepage and piping is likely coordinate with your consultant and contractor to fill in the sinkhole and place a filter over the seepage area. 5. If there is significant leakage and piping coordinate with the emergency coordinator to prepare and evacuation and use readily available material to fill the sinkhole. SLIDES 1. Lower water level at a rate and to an elevation which are judged to be safe under the slide condition. If the outlet is damaged or blocked then pumping, siphoning, or a temporary spillway may be required. The SEO will determine a safe storage level. 2. Restore lost freeboard if required. This may entail placing sandbags or fill on crest at the slide area. 3. If the water level cannot be lowered and further sliding is likely then stabilize the slide by Constructing a berm on the toe area with additional soil or rock. NZ AVE EROSION' OF EMB.-1_ KMENT 1. Lower water level to an elevation below the da niaged area. 2. Determine the dimensions and mark the location of each eroded area. Monitor t,e problem areas and document your observations. 3. Immediately restort- the freeboard �v placing sandbags or another expedient material m the damaged areas to prevent lUIther embankment erosion. 4. Continue close observation and repeat 'Lem, porary repairs of the damaged areas until the storm is over. 7 I r STANDARD FACILITY REPORT -- UNITED STATES Registrars Committee of the American Association of Museums Adopted 1998 STANDARD FACILITY REPORT Adopted by the Registrars Committee American Association of Museums, 1998 NOT-Ib;= INSTITUTION NAME: The Fort Collins Museum Please attach a floor plan of the museum, indicating: • where borrowed object(s) will be displayed • receiving area • location of reception areas • location of portable fire extinguishers, fire suppression and detection systems Floor plan attached ® Yes ❑ No Please indicate the system of measurement used to report dimensions and weight capacities for your museum: ® English measure (feet, inches, miles, etc.) ❑ in System of Units (IS) (meters, centimeters, kilograms, kilometers, etc.) 1. GENERAL INFORMATION 1.1 Is your institution currently accredited by the American Association of Museums? ❑ Yes ® No If yes, date of most recent accreditation decision 1.2 Check the type(s) that best describe your institution: ® Museum (non-profit) ❑ Aquarium ® History ❑ Arboretum/Botanical Garden ❑ Natural History/Anthropology ❑ Art ❑ Nature Center ❑ Children's/Youth ❑ Science ® General ❑ Zoo ❑ Historic House ❑ Other (specify) ❑ University ❑ Cultural Organization ❑ Museum or Gallery ❑ Library ❑ Student Center/Union ❑ Religious Institution ❑ Library ❑ Civic/Exhibition Center ❑ Department 4 ❑ Fair Building ❑ Other (specify) _ ❑ Other (specify) _ GENERAL INFORMATION (conq Geographic Profile Contact your local fire department and/or municipal building department for assistance in answering questions 1.3 through 1.6. 1.3 Is your building located in an earthquake or earth movement prone zone? ❑ Yes ®No Please consult the map in the printed report to determine the number corresponding to the area in which your building is located. Use the blank below to Indicate the seismic zone number listed on the map. Seismic Zone 1.4 is your building located in an area designated as a flood zone or next to a body of water which can overflow its boundaries? ❑ Yes ®No If so, what is the flood rating for your building? Explain rating method: _ 1.5 Is your building located in an area subject to other natural catastrophes such as hurricanes, tornadoes, or severe windstorms? ❑ Yes ® No If yes, is your building equipped with working storm shutters? ❑ Yes ❑ No If yes, what types of shutters? _ 1-6 Is your institution in a designated brush zone? ❑ Yes ®No I f 0 C U O b c ro tr N m E OO i� a m C C y ro Ca C N O N O co = y c m G) moo b p• N 2 N O 7 C O U C a U Cco m U U rocu N � > O Q y L A O m m ro E N O .0 O O tR- E U to c t E ro i co 3 'C `- Y ro mO L a i 30 (:3Z. 0 ro ro 3 A m m n ON m E aw (D E m a) cMn m o NCo`n m E b V) a)G CU m N m a Eta ? m C Y d O C 41 co 0 ogro o) m c O m O o E C O O.� •o E m c O U Lo.'o o = 3 O N m m (D xoo V a m Edco O m C CO CD b E> c a • E E FE { _E p } LL lL LL LL LOL N N � p7 N C f N � = O p _C Pj C O N O V U O U m V p C U m 3 (pN C: E; a 0 mN c o p t 16 o cg tea~- �U) Nto O N OF 0M c0 co on Mh rl • O N co 00 r- v v o v N v N v E .. co E .. o +�� E p m 4 m 0 m ai 0 x ai 0O d y ai o o� ti ` ai Y h >o p >Sti. o cu `"S ZLL 0 �S L1- p A}� O ro 2 LL m '�j S tT� SLL o o ro 3S S LL O 0 �SLL o m S�"I LL a� C cm to •N m o o 0 o C ro N d w .Q l0 N U m UU tl •E 0w ro UW c O Y U N 'O Vj C C C O C m tT U b 3 m xF m a 0o U W L w o co U 0 `% m m m 75 N vj to m m Cn m U) rn C L v Nco m L L O N m � m E d m U (1 O) co NO U U U 0 U ENGINEER'S INSPECTION REPORT INSPECTOR: JJF OFFICE OF THE STATE ENGINEER - DIVISION OF WATER RESOURCES - DAM SAFETY BRANCH 1313 SHERMAN STREET, ROOM 818, DENVER, CO 80203, (303) 866-3581 DAM NAME: JOE WRIGHT T: 070N R: 0760W S: 24 COUNTY: LARIMER DATE OF INSPECTION: 9/20/2007 DAM ID: 030402 YRConnpl: 1979 DAM HEIGHT(FT); 123.0 SPILLWAY WIDTH(FT): 8.0 PREVIOUS INSPECTION: CLASS: High hazard DAM LENGTH(FT): 2300.0 SPILLWAY CAPACITY(CFS): 3875.0 NORMAL STORAGE (AF): 7161.0 DIV: 1 WD: 3 CRESTWIDTH(FT): 25.0 FREEBOARD (FT): 13.0 SURFACE AREA(AC): 36.0 EAR 2/1/2004 CRESTELEV(FT): 9978.0 DRAINAGE AREA (AC.): 3.456.0 OUTLET INSPECTED; 8/6/1996 CURRENT RESTRICTION: NONE -- OWNER: CITY OF FORT COLLINS OWNER REP.: KEVIN GERTIG ADDRESS: P. O. BOX 580 CONTACT NAME: FT. COLLINS CO 80522-0000 CONTACT PHONE: INSPECTION PARTY: . Clyd-e regnyrood REPRESENTING: till _Rf FOTt,�,QJIILIS_lltilitlQS__` --y — - —_ �.ter_$uRRly� S10-[a9e�.o..:------ _- - ------- WATERLEVEL: BELOWDAMCREST 33.3 _ FT. Below Spillway _20.3,25.3�FT. GAGE ROD READING 9944.65 ROUND MOISTURE CONDITION: Q DRY `❑ WET FSNOWCOVER OTHER DIRECTIONS: MARK AN X FOR CONDITIONS FOUND AND UNDERLINE WORDS THAT APPLY UPSTREAM SLOPE PROBLEMS NOTED Q(0)NONE (1)RIPRAP- MISSING. SPARSE, DISPLACED, WEATHERED O (2)WAVEEROSION- WITHSCARPS ❑(3) CRACKS WITH DISPLACEMENT 0(4) SINKHOLE (5) APPEARS TOO STEEP El(6) DEPRESSIONS OR BULGES (7) SLIDES (8) CONCRETE FACING - HOLES, CRACKS, DISPLACED, UNDERMINED 0 (9) OTHER The upstream face is protected bV a well graded medium -large sized rhorap CONDITIONS OBSERVED: X❑ Good Acceptable Poor PROBLEMS NOTED Q(10) NONE E](11) RUT OR PUDDLES E](12)EROSION E] (13) CRACKS - WITH DISPLACEMENT F](14)SINKHOLES 0(15) NOT WIDE ENOUGH [](16)LOWAREA n(17) MISALIGNMENT 0 (18) IMPROPER SURFACE DRAINAGE .. .. ... .. 0(19) OTHER The Dam crest Is protected by a gravel road base wearinq course It was constructed at elevation 9978 or GH 118 with as much as 2' of cam er. CONDITIONS OBSERVED: ❑X Cood 0 Acceptable Poor PROBLEMS NOTED Q(20) NONE Q(21) LIVESTOCK DAMAGE Q(22) EROSION OR GULLIES 0(23)CRACKS . WITH DISPLACEMENT (24) SINKHOLE Ej(25) APPEARS TOO STEEP 0(26) DEPRESSIONS OR BULGES Q (27) SLIDE ❑(28) SOFT AREAS ❑(29) OTHER The downstream slope is protected by a well graded medium sized riprap shell CONDITIONS OBSERVED: 0 Good nAcceptable Poor PROBLEMS NOTED 0(30) NONE [](31) SATURATED EMBANKMENT AREA Q(32) SEEPAGE EXITS ON EMBANKMENT [:)(33) SEEPAGE EXITS AT POINT SOURCE Q(34) SEEPAGE AREA AT TOE 0(35) FLOW ADJACENT TO OUTLET ❑(36)SEEPAGE INCREASED / MUDDY DRAIN OUTFALLS SEEN QNo Yes Show location of drains on sketch and indicate amount and quality Of discharge. ❑(37)FLOW INCREASED / MUDDY Q(38)DRAIN DRY/ OBSTRUCTED ❑(39)OTHER CONDITIONS OBSERVED: Good pX Acceptable 171 Poor PROBLEMS NOTED ©(40)NONE E](41) NO OUTLET FOUND [-](42) POOR OPERATING ACCESS [](43) INOPERABLE 0(44) UPSTREAM OR DOWNSTREAM STRUCTURE DETERIORATED (45) OUTLET OPERATED DURING INSPECTION nYES aN0 INTERIOR INSPECTED ©(120)NO E](121)YES E](46)CONDUIT DETERIORATED OR COLLAPSED [](47) JOINTS DISPLACED 0(48) VALVE LEAKAGE 0(49) OTHER The outlet is currently discharging approximately 0 25 cfs The plywood coyeirng the outlet flume is deteriorating. CONDITIONS OBSERVED: 0 Good 1:1 Acceptable I] Poor Page 1 of 4 2. BUILDING CONSTRUCTION, CONFIGURATION AND MAINTENANCE General 2.1 Please indicate the dates your original building and any subsequent additions were completed. Use an "x" to indicate the gallery/areas where loan items will be stored and displayed. Date of Loan Item Storage Area Loan Item Display Area Completion 2.2 What type of building materials were used for your original building? [Indicate 'SK"where appropriate] rlrinin�l R„ildi­ /PomR_ . m .� ---- �• �� �.� v10bb oaiei oieet bione Wood Fabric/ Other y Carpet (specify) Glass What type of building materials were used for subsequent additions? Attach an additional sheet if necessary. [Indicate 'x" where appropriate] �Vuuv oiwN kduncrere tatass batet steel Stone Wood Fabric/ Other y Carpet (specify) Glass 2.3 Indicate ("x") the most appropriate description of your building and' any additions. Contact your local fire department or municipal building department for assistance, if necessary, in answering this question. If your original building or any additions are Type I -- Fire Resistive, is there a sprayed -on fire.retardant? ❑ Yes ❑ No BUILDING CONSTRUCTION, CONFIGURATION AND MAINTENANCE (cont.) 2.4 Are all structures free-standing? ® Yes ❑ No If no, provide a physical description and the purpose of the larger structure into which it is incorporated and how museum access is restricted/monitored: 2.5 Are you undergoing renovation at this time? ❑ Yes ® No 2.6 Do you anticipate any construction or renovation projects during the proposed loan period? ❑ Yes ® No If yes, explain: 2.7 How many floors does your building have? 3 If more than one floor, Indicate mode of access between levels: ® Stairs ® Elevator ❑ Other (specify) _ Are floors divided by three-hour fire doors? ❑ Yes ® No Temporary Exhibition Space(s) 2.8 indicate the layout of your temporary exhibition area(s): ® One large room ❑ Series of small rooms ❑ Other (specify) _ 2.9 What is the load capacity of exhibition gallery floors (if it. pertains to the loan object(s) in question)? 2.10 Are any temporary exhibition spaces located in public activity areas such as lobbies, lounges, hallways, libraries, cafes, classrooms, etc.? ❑ Yes ® No If yes, describe: _ 2.11 Are the temporary exhibition areas used only for viewing? ® Yes ❑ No If no, what other function(s) do they serve? _ 2.12 Are there any water fixtures or accessories such as plumbing pipes, sprinkler systems, water fountains, etc., located in or above temporary storage or exhibition areas? ® Yes ❑ No If yes, describe: Overhead sprinklers and plumbing Pipes in storage area BUILDING CONSTRUCTION, CONFIGURATION AND MAINTENANCE (cont.) 2.13 Do you have a modular wall partition/panel system? ® Yes ❑ No If yes, indicate means of support: ❑ Supported at floor and ceiling ® Supported only at floor Indicate the materials used in construction: Wood 2.14 Describe the type and location of public activities that take place in your building, other than exhibitions: Public lectures schaol_ wimps Do these activities take pace in temporary exhibition galleries? ® Yes ❑ No 2.15 Are eating and drinking ever permitted in: Temporary exhibition galleries? Temporary exhibition storage? ❑ Yes ® No Receiving area? ❑ Yes ® No ® No ❑ Yes Temporary exhibition preparation area? If yes, please explain: _ ❑ Yes ® No 2.16 Do you make routine inspections for rodent, insect and microorganism problems? ® Yes ❑ No If yes, describe means and frequency: IPM policies and procedures are followed during the opening of the museum on a dais basis 2.17 Do you undertake routine extermination/fumigation procedures? ® Yes ❑ No If yes, describe methods, products used, and frequency: The exterior of the building is f ,mi month) basis gated on a Describe what course of action you would take if and when an Infestation occurs: 2.18 Please supply details of how the exhibition area is managed during an exhibition with regard to routine lamp replacement, cleaning procedures, and checking of equipment: Exhbition areas a daily basis re monitored and cleaned on a BUILDING CONSTRUCTION, CONFIGURATION AND MAINTENANCE (cont.) Shipping and Receiving 2.19 What are your normal receiving hours? Monday though Friday 8 am to 5 om 2.20 Can you accommodate a delivery at times other than these hours? ® Yes ❑ No 2.21 How are large shipments received? _ 2.22 What is the largest size vehicle your loading area will accommodate (if it pertains to the loan objects in question)? Full size semi -trailer truck 2.23 Do you have (or have access to) the following? Please "x" all that apply and provide requested details, if they relate to the loan item(s) in question. ❑ Shipping/receiving door ❑ Raised loading dock ❑ Dock leveler ❑ Forklift ❑ Hydraulic lift ❑ Crane ❑ Ramp ❑ Scaffolding ❑ Other (dimensions: H _ W _) (height from ground: _) (weight capacity: _) (weight capacity: _) (weight capacity: _) (length: _) (height: _) (specify: _) 2.24 What is the maximum size crate your shipping/receiving door can accommodate? (H 8' 10" W 5' D _) 2.25 If you do not have a shipping/receiving door or a raised dock, how do you receive shipments? (Describe loading area and indicate on attached floor plan) _ 2.26 Is your loading area: ❑ Sheltered ❑ Enclosed ® Neither 2.27 Describe security precautions taken in your loading area: Loaned objects are either placed in secured storage cabinet in Curator's office or placed in Museum main storgae area depending on size, 2.28 Do you have a secure receiving area separate from the loading area? ❑ Yes ® No (Dimensions: L , W _ Ceiling H _) If yes, is this area used only for exhibition objects? If not, please describe other uses. ❑ Yes ❑ No BUILDING CONSTRUCTION, CONFIGURATION AND MAINTENANCE (cont.) 2.29 How is access to the recelving area controlled? Receiving area is generally in museum storage o� r curator of collection's office: both are secured with keyed lock controled by curator of collections 2.30 Where do you usually unpack/repack/prepare objects for exhibition? (Indicate by numbering all appropriate items in priority order, with f being the space most frequentty used.) Receiving room 2 Exhibition galleries 1 Exhibition preparation room 3 Storage area _ In-house packing facility _ Outside packing facllity 2.31 Do you utilize an off -site packing/preparation facility? ❑ Yes ® No If yes, indicate the most appropriate description: ❑ Museum property ❑ Commercial space contracted as needed ❑ Rented commercial space ❑ Other (specify) _ Indicate distance from your institution: _ What is the mode of transportation between the two facilities? Does a professional museum staff member always supervise packing/unpacking?® Yes ❑ No What is the title of the staff person responsible? Curator of Collections 2.32 Where do you usually store loaned objects before they are installed? (indicate by numbering all appropriate items in priority order, with 1 being the space most frequently used.): _ Receiving room _ Exhibition galleries _ Exhibition preparation room 1 Storage area _ In-house packing facility _ Outside packing facility 2.33 Do you have a freight elevator? ❑ Yes ® No Interior dimensions: L _ W _ Ceiling H _ Load capacity: _ BUILDING CONSTRUCTION, CONFIGURATION AND MAINTENANCE (cont.) Storage 2.34 Do you have a secured storage area for temporary exhibition objects? ® Yes ❑ No Interior dimensions: L _ W _ Ceiling H _ Dimensions of door: H — W _ Is it: Separate from your permanent collection storage ® Yes ® No Locked Alarmed ® Yes . ❑ No Climate -controlled ® Yes (See Section 3 for detailed environmental information) ® Yes ❑ No ❑ No Who has access/keys? Dir,Curator of Collections How is access controlled? Storage areas are locked and alarmed with limited key access 2.35 Do you have fire detection andlor suppression systems in your temporary exhibition object storage area? (See Section 4 for detailed information on fire protection) ® Yes ❑ No Describe: We have both fire detection and wet suppression systems in storage areas 2.36 Do you have a highly secured storage area for precious small temporary exhibition objects? ® Yes ❑ No If yes describe: Locked cabinets in alarmed storage area 2.37 Where do you store empty crates? ("x" all appropriate) ® On -premises ® Off -premises If on -premises, is area: ® temperature -controlled ® pest -controlled ® humidity -controlled If off -premises, is area: temperature -controlled ® pest -controlled ® humidity -controlled 3. ENVIRONMENT Heating and Air Conditioning 3.1 Is your environmental control system in operation 24 hours a day, 7 days a week including times when the museum is closed? ® Yes ❑ No Is there a back-up system for your environmental control system? ❑ Yes ® No If yes, how long can it operate? — 3.2 Indicate the type and location of your environmental control systems (x" aii appropriate): Storage x cillt1joly cAnwition Gallery I nroughoutBuilding Centralized 24-hour temperature control x x s stem Centralized 24-hour x humidi controls stem x x Centralized 24-hour filtered air Simple air conditioning window units Sim le heatin 3.3 Describe cooling system: 3.4 Describe heating system (i.e., convection, forced air, solar): 3.5 Are portable heating devices used anywhere in your facility? ❑ Yes ® No If so, what kind and where? 3.6 Describe humidity control equipment 3.7 Do you use any additives (Le, corrosion -inhibitors, water treatments) in your humidification system? ❑ Yes No If yes, explain: ENVIRONMENT (cont.) 3.8 Who monitors and services the environmental systems? ® staff ® On maintenance contract ❑ Called repair as needed 3.9 How often are the environmental systems monitored and serviced? Environmental systems are monitored daily and serviced when needed 3.10 What are the recorded temperature and relative humidity ranges in your: 3.11 What is the maximum usual variation percentage within a 24-hour period in your: 3.12 Who responds to environmental control system problems? ® In-house personnel ❑ Contractor ❑ Other (please specify): — 3.13 Are records of the variations in temperature and relative humidity kept? ® Yes ❑ No 3.14 Do you have the ability to adjust your temperature and relative humidity levels to meet the needs of different types of objects? ® Yes ❑ No 3.15 How many of each of the following do you have available and how often are they calibrated? available- Number • of .. . Recording hygrothermographs 3 annual) Ps chrometers 1 Hygrometers 3 3.16 Do you monitor and record temperature and relative humidity levels on a regular basis in: Temporary exhibition galleries? Temporary exhibition storage spaces? Display cases containing environmentally sensitive material? If yes, by what means: ® Recording hygrothermographs ® Other (specify): hygrometers Indicate frequency: daily/weekly Who is responsible for monitoring these levels? Curator of Collections ® Yes ❑ No ® Yes ❑ No ❑ Yes ® No ENVIRONMENT (cont.) 3.17 Are the environmental conditions in temporary exhibition alleries: ("x" the most appropriate) ® Individually controlled ❑ All controlled as part of the entire building or with several other rooms 3.18 Are the temporary exhibition storage areas: ("x" the most appropriate) ® Individually controlled ❑ All controlled as part of the entire building or with several other rooms 3.19 How closely are loan objects positioned to heating, air conditioning, or humidification vents or units? Describe: Museum artifacts including loan objects are not positioned near heating air wnditioning or humidification vents. Lighting 3.20 What type of lighting do you utilize in the temporary exhibition galleries? ("x" aft appropriate) ® Daylight ® Windows ® UV filtered ❑ Equipped with shades or drapes ❑ Skylights ❑ UV filtered ❑ Equipped with shades or drapes 3.21 Do you have a light meter? If yes, what type: Gossen Luna -Pro Do you have a UV meter? ® Fluorescent ® UV Filtered ® Incandescent ® Tungsten ❑ Iodide ❑ Quartz ❑ Other (specify) ® Yes ❑ No ❑ Yes ® No 3.22 How low can you adjust your light levels (# of foot-candles)? 5-10 foot candles depending on gallery 3.23 Is your institution capable of building vitrines with special requirements upon request? ® Yes ❑ No 3.24 Are display cases equipped with dust filters? 3.25 Are display cases ever internally lit? ❑ Yes ® No ® Yes ❑ No If yes, what type of lighting is used in the display cases ("x" at! appropriate): ® Fluorescent ® Incandescent . ® UV filtered ❑ Fiber optic 3.26 Are objects in display cases safeguarded against ultraviolet rays and heat build-up from interior lights? ® Yes ❑ No If yes, how: ..UV filters are utilized on interior lights- casework is ventilated to avoid heat build-up 4. FIRE PROTECTION Contact your local fire department or municipal building department for assistance, if necessary, in answering questions 4.1 and 4.2 and 4.15, 4.1 What is the fire rating of your building (e.g., Al)? Class 3 4.2 Is the entire building protected by a fire and/or smoke detection/alarm system? ® Yes ❑ No If yes, indicate type (ion detectors, etc.): Ion detectors If no, describe areas not protected: _ 4.3 Do your institution's fire detection/alarm systems employ components listed by Underwriters Laboratories? ® Yes ❑ No Are the systems installed according to UL standards? ® Yes ❑ No 4.4 Are all emergency exit doors equipped with alarms? ® Yes ❑ No If yes, indicate type: contact alarms Do doors automatically unlock when a fire alarm is activated? ❑ Yes ® No 4.5 How are the systems checked? _inspection By whom? fire department and orivate contract How frequently? yearly 4.6 How is the fire/smoke detection/alarm system activated? ("x" all appropriate) ....Temporary x Storage Areas Self -activated heat detection Self -activated smoke detection x x Control panel Manual pull stations x x Water stow switches in sprinkler system 4.7 Who does your fire alarm system alert? ("x"all appropriate) ❑ In-house central station (proprietary system) ® in-house audible devices ® Local fire station —direct line ® UUFM-approved central station (specify company) _Security link ❑ Other (specify) _ ENGINEER'S INSPECTION REPORT DAM NAME: JOE WRIGHT DATE. 9/20/2007 DAM I.D.: 030402 PROBLEMSNOTED ❑1/(50)NONE ❑(51) NO EMERGENCY SPILLWAY FOUND ❑(52)EROSION WITH BACKCUTTING ❑(53)CRACK- WITH DISPLACEMENT 0(54)APPEARS TO BE STRUCTURALLY INADEQUATE ❑(55) APPEARS TOO SMALL ❑ (56)INADEQUATEFREEBOARD n (57) FLOW OBSTRUCTED 0(58)CONCRETE DETERIORATED ! UNDERMINED ❑(59)OTHER The Service Spillway is in the outlet wet well at elevation 9965 or GH 105 The Emergency Spillway is 5' higher at elevation 9970 or GH 110 CONDITIONS OBSERVED: ❑X Good ❑ Acceptable ❑ Poor EXISTING INSTRUMENTATION FOUND n(110)NONE Q(111)GAGEROD L-&112)PIEZOMETERS 0(113)SEEPAGE WEIRS / FLUMES O(114) SURVEY MONUMENTS 0,/ (115)OTHER Station Markers MONITORING OF INSTRUMENTATION ❑ (116)NO 66(117)YES PERIODIC INSPECTIONS BY: Cl(118)OWNER ❑(119)ENGtNEER (112) It would be useful t0 know the top elevations of Piezometers 2-A 2-B and 3-A CONDITIONS OBSERVED: Ll Good 0 Acceptable C 1 Poor PROBLEMSNOTED ❑(60NONE ❑ (61) ACCESS ROAD NEEDS MAINTENANCE 0(62) CATTLE DAMAGE Q(63) BRUSH ON UPSTREAM SLOPE, CREST. DOWNSTREAM SLOPE TOE n(64) TREES ON UPSTREAM SLOPE, CREST, DOWNSTREAM SLOPE TOE ❑(65) RODENT ACTIVITY ON UPSTREAM SLOPE, CREST, DOWNSTREAM SLOPE, TOE S&B) DETERIORATED CONCRETE- FACING, OUTLET SPILLWAY n(67) GATE AND OPERATING MECHANISM NEED MAINTENANCE ❑ (68) OTHER (63/64) Brush/Trees are beginning to encroach on the D/S slope below the access road (66) Energy dissipator blocks at the bottom of the outlet flume are deteriorating and should be repaired when feasible CONDITIONS OBSERVED: E] Good [_X] Acceplable El Poor Go to next page for Overall Conditions and Items Requiring Actions Page 2 of 4 FIRE PROTECTION (cont.) 4.8 Indicate the type(s) of fire suppression system(s) in operation where loaned object(s) will be received, stored and exhibited: ("x" all appropriate) Sprinklers Wet i e x Dry pipe Delayed action Pre -action Other Location(s): _ Year installed _ Are the staff and guards trained in shut-off procedures? ® Yes ❑ No Location(s) _ Year installed Fire hose cabinets per local Are code Are fog nozzles installed? Portable fire extingulshers ❑ Yes ❑ No Specify type (e.g., pressurized water, carbon dioxide, dry chemical, foam, Halon, acid, other) 0 chemical and some Pressurized water. 4.9 How often are portable extinguishers tested? yearly 4.10 How frequently is the staff trained in the use of portable fire extinguishers? every year as Part of staff and volunteer training 4.11 In what areas and under what conditions is smoking allowed in your building? never 4.12 How far is your institution from the local fire station? 3 blocks 4.13 How long does it take the fire department to arrive at your facility in response to an alarm? 3-5 minutes 4.14 How far is your building from the nearest fire hydrant? located on the block FIRE PROTECTION (cant.) 4.15 Is your local fire station staffed 24 hours a day? ® Yes ❑ No What is the town class number for the fire department? (NB 4, NB 5, NB 9)? cl ss 3 Is there an on -site fire brigade? ❑ Yes Has the fire department visited your facility and met with you to pre -plan a course of action should a fire occur at your facility? ® Yes Date of the last visit by the fire department for pre -planning: May 1999 4.16 Do you have an established fire emergency procedure? ® Yes If yes, how frequently is the staff trained In this procedure? Annually ® No ❑ No ❑ No 5. SECURITY Guards and Access 5.1 Do you have 24-hour human guard security (as opposed to periods of electronic -only surveillance)? ❑ Yes If no, would your institution be willing to hire additional guards, if required? Z Yes 5.2 What type of security personnel does your institution utilize? ("x"all appropriate) ❑ Security employees of your institution ® Otherstaff ❑ Contractors from an outside service company Name of company ❑ Students ® Volunteers/docents ❑ Other (specify) _ lam! ❑ No 5.3 Do you have a trained security supervisor in charge at all times? ® Yes ❑ No 5.4 Are your security personnel specially trained for your facility? ® Yes ❑ No If yes, briefly explain the extent and duration of their training: Curator of Collections works with the Fort Collins Police department in identifvbg potential security risks and procedures to minimize hazards 5.5 Are your guards ("x" all appropriate) ❑ Armed? ❑ Radio -equipped? ❑ Pager -equipped? ❑ Phone -equipped? ❑ Other (specify) 5.6 Do you conduct background checks on guards prior to hiring? ❑ Yes ❑ No Do you perform honesty testing on prospective or new employees? ® Yes ❑ No Do you perform background checks on prospective or new employees? ® Yes ❑ No 5.7 Indicate the number of guards normally on duty: Stationary Patrolling Stationary Patrolling During public hours (day/evening) When dosed to the public, but open to staff During closed hours 5.8 How many galleries are assigned to each guard? _ 5.9 Is a guard assigned during installation and deinstallation? If no, can one be, if required? ❑ Yes ® No ® Yes ❑ No How is access restricted during installation and deinstallation of temporary exhibitions? Locked access SECURITY (cont.) 5.10 How often are temporary exhibition galleries checked when closed? Two times a day By whom? Curator of Collections How Is the frequency of these checks ensured (e.g., checkpoint system, etc)? 5.11 How often are "checklist' checks made of the objects in temporary exhibitions? -!a Who is responsible for these checks? Curatorial staff rotates daily responsibilities 5.12 Do you make a photographic record of objects within each temporary exhibition gallery? ® Yes ❑ No 5.13 Do you maintain records on internal movement and relocation of borrowed objects? ® Yes ❑ No 5.14 Are security personnel stationed at all entrances and exits to the building during open hours? ❑ Yes ® No If no, explain: volunte r front desk staff monitors thg entrance and exit of the building either in on cameras. person or 5.15 Indicate the positions/titles of those individuals authorized to sign for the removal of museum objects from the building: Curator of Collections 5.16 Is every object entering or leaving the building signed in and out by security personnel? ® Yes ❑ No 5.17 Are the contents of bags, briefcases, etc. checked upon entering and exiting? ❑ Yes ® No Is there a handcarry size restriction? ® Yes ❑ No If yes, what is it? backpacks and larger bags are left at the font desk What is your policy on use of tripods in temporary exhibition galleries? photography is not allowed in museum galleries 5.18 Do you have a sign-in/sign-out procedure for guards and after-hours personnel? ❑ Yes ® No 5.19 How many staff members have keys to exterior doors? 9 Specify positions/titles: Full time and weekend staff 5.20 Are exterior perimeter checks of the building carried out? ® Yes ❑ No If yes, by whom and how frequently? daily by different staff members SECURITY (cant.) 5.21 Do your staff (paid and volunteer) and special guests wear identifying badges when in non-public areas of your building? ❑ Yes ® No 5.22 Do you have an emergency response plan? ® Yes ❑ No Do you have a disaster recovery plan? ❑ Yes ® No Please list the date of the last revision for each: 1999 If your institution utilizes such plans, how frequently is the staff trained in their implementation? staff and volunteers are trained on an annual basis 5.23 What emergency procedures are observed in the case or theft or vandalism? Local police are contacted at the first sign of theft or vandalism Physical and Electronic Systems 5.24 Do you have an electronic security alarm system in operation throughout the building? If no, specify which areas are not protected: _ ® Yes ❑ No 5.25 What types of detection equipment are In operation ('50 all appropriate) ® Magnetic contacts ❑ Microwave motion detectors ❑ Photo electric beams ❑ Passive infrared motion detectors ® Ultrasonic motion detectors ❑ Pressure mats on switches ❑ Sonic sensors ® Closed circuit TV ❑ Break glass sensors ❑ Water detection devices ❑ Other (specify) _ 5.26 Is your institution's security system certified by Underwriters Laboratories? ® Yes ❑ No Are its components listed by UL? ® Yes ❑ No 5.27 Where does your detection system sound an alarm? (V all appropriate) ® Proprietary central station ® Local audible alarms ® Local police --direct line (if ALL systems do not automatically register at the police station, indicate which ones do not) — ® UUFM central station (specify company) Security Link ❑ Other (specify) _ SECURITY (cont.) 5.28 Do exterior doors open directly Into the temporary exhibition area? ❑ Yes . No if yes, indicate locking mechanism: _ 5.29 Are there windows in the temporary exhibition area? ® Yes ❑ No If yes, what type of physical security (e.g., bars, gates, mesh) protects them? Bars 5.30 Are all the building's exterior openings (including entry/exit doors, windows, roof doors and air ducts) secured and alarmed? ®.Yes ❑ No If no, explain: 5.31 How are your security systems tested? Alarms are triggered How often? Yearly Who undertakes these tests? Security company and staff 5.32 Are tests conducted to determine the adequacy and promptness of human response to alarm signals? ® Yes ❑ No If yes, how frequently? earl 5.33 Are records kept of all alarm signals received, including time, date, location, action taken and cause of alarm? ® Yes ❑ No Who is responsible for keeping these records? Security company 5.34 How are fragile, small or extremely valuable objects protected? Check all appropriate: ® Acrylic vitrines ❑ Glass vitrines ❑ Wall/permanent cases ❑ Free-standing cases (specify construction): ® Locked cases ❑ Cases secured with exposed screws ❑ Cases secured with covered screws ® cases secured with security screws ❑ Cases with sealed seams ❑ Alarmed cases (specify type) _ ❑ Other (specify) _ If none of the above, is your museum willing to borrow or construct secure cases? ❑ Yes ❑ No SECURITY (cont.) 5.35 How are small wall -mounted objects affixed to the wall to deter theft? (e.g., security plates, etc.) Securi Mates and screws 5.36 What hardware is used to hang large, framed works? 5.37 Can framed objects be individually alarmed, if required? ® Yes ❑ No 5.38 Indicate methods utilized to deter public access to large exposed objects: Physical barriers are placed between the visitor and the object 6. HANDLING AND PACKING 6.1 Do you have personnel available for loading and unloading? ® Yes ❑ No If yes, how many? 5 6.2 Do you have staff specially trained to pack and unpack objects? ® Yes ❑ No If yes, how many? 5 Supervised by whom? -Curator of Collections What type of training is provided? basic obiect handlina instructions are Collections provided by the Curator of Do volunteers or interns handle borrowed objects? ® Yes ❑ No If yes, how are they trained and who supervises their work? Collections volunteers will on ocassion assist with installation. All volunteers have been through object handling of Collections. tra. ining provided by the Curator 6.3 Are written incoming and outgoing condition reports made on all objects? ® Yes ❑ No If yes, by whom? Curator of Collections and collections staff 6.4 When do staff use gloves for handling objects? .Staff wears gloves when handling only exception to this is if the wearing museum artifacts The of gloves presents a danger to the care or safety determined by the Curator of Collections of the oblect This �s 6.5 Is matting and framing carried out by your staff? ® Yes ❑ No If no, indicate by whom: _ 6.6 Does your institution have a van or truck appropriate for transporting loan objects? ® Yes ❑ No If yes, provide dimensions of: Door (H _ W _) Interior (L _ W _ Ceiling H —j Is the vehicle (V all appropriate): ❑ Air -ride ❑ Climate controlled ❑ Equipped with an alarm system ❑ Equipped with movable straps ❑ Equipped with lift gate 6:7 For the movement of objects, which companies (either air or ground) have given consistently good and conscientious service to your institution? 7. INSURANCE 7.1 Which company provides insurance for your institution? North American Specialty Broker's name: Arthur J. Gallagher & Company Address: 7900 E. Union Ave. Suite 200 Denver CO 80224 Telephone number: 800 333-3231 Fax number: a03 773-9776 7.2 How long have you carried insurance with this company? 1 year 7.3 What coverage does your policy for borrowed objects provide? Please "x" all that apply: ❑ All-risk museum coverage, wall-to-wall (while on exhibit and in transit), subject to the standard exclusions ® Coverage against burglary and theft ® Coverage against fire ® Coverage against rising water and water damage ® Coverage against natural disasters (i.e., earthquake) ❑ Coverage against mysterious disappearance ® Coverage against employee dishonesty 7.4 What are the applicable non-standard exclusions of your policy affecting loans? none 7.5 What are the deductible limits of coverage for borrowed objects? 50 000 7.6 Have there been any individual damages or losses over $5,000 to permanent, loaned or borrowed collections incurred during the last three years (whether or not a claim was filed)? ❑ Yes ® No If yes, state the date of damage or loss, circumstances and cause, extent of the damage or loss, whether there was litigation or subrogation to determine blame or negligence (add additional sheet, if necessary). What precautions have now been undertaken to prevent any further incidents? 8. LOAN HISTORY 8.1 List several temporary exhibitions you have recently hosted: for Camera 8.2 List other institutions you have borrowed from recently: CSU GustufsIIIIIIIINKU on Galle Loveland Museum and Galle Shoes Earl Telephone 1999-2000 GreeleyMuseum German from Russia artifacts 2000- 1999 DMNS Ram 1998 9. ADDITIONAL INFORMATION AND COMMENTS ENGINEER'S INSPECTION REPORT DAM NAME: JOE WRIGHT OVERALL CONDITIONS The dam is in excellent condition with only minor maintenance needs particularly on the lower downstream dam face DATE. 9/2012007 DAM I.D.: 030402 Based on this Safety Inspection and recent file review, the overall condition is determined to be: U (71) SATISFACTORY U (72) CONDITIONALLY SATISFACTORY u (73) UNSATISFACTORY ITEMS REQUIRING ACTION BY OWNER TO IMPROVE THE SAFETY OF THE DAM MAINTENANCE - KNOR REPAIR- MONITORING �(80) PROVIDE ADDITIONAL RIPRAP: ee &� �(81) LUBRICATE AND OPERATE OUTLET GATES THROUGH FULL CYCLE: Annually o o 0 (82) CLEAR TREES AND/OR BRUSH FROM: Downstream Slope below Access Road (83) INITIATE RODENT CONTROL PROGRAM AND PROPERLY BACKFILL EXISTING HOLES: booy� n(84) GRADE CREST TO A UNIFORM ELEVATION WITH DRAINAGE TO THE UPSTREAM SLOPE: -6B E c m 2 p ❑(85) PROVIDE SURFACE DRAINAGE FOR: N N C 9.VN0 - ❑d (aa) MONITOR: Submit annual report when available 6 ,22 - N ©(87) DEVELOP AND SUBMIT AN EMERGENCY PREPAREDNESS PLAN: Update see attached a c s > v 3 e a o OV (a$) OTHER Repair concrete energy dissipator blocks at the bottorn Of the outlet flume. a [J(89) OTHER r w y N a ENGINEERING- ETAPLOYAN ENGINEER EXPERIENCED IN DESIGN AND CONSTRUCTION OF DAIASTO: (Plans and Specifications must bea y approved bStale Engineer prbrtoconsWction.) = e Ef-1 v a`o - LJ (90) PREPARE PLANS AND SPECIFICATIONS FOR REHABILITATION OF THE DAM: no m N E 0(91) PREPARE AS -BUILT DRAWINGS OF: �P46------.. _. ..------------*.............. (92) PERFORM A GEOTECHNICAL INVESTIGATION TO EVALUATE THE STABILITY OF THE DAM: $2 i �(93) PERFORM A HYDROLOGIC STUDY TO DETERMINE REQUIRED SPILLWAY SIZE: w ._-....__._..__.__ _-.................................................................. ..... 7.g o 0(94) PREPARE PLANS AND SPECIFICATIONS FOR AN ADEQUATE SPILLWAY: _.._...._._..__...._..._.___........................____._........._-----*........ .......i t g a �(95) SETUP A MONITORING SYSTEM INCLUDING WORK SHEETS. REDUCED DATA AND GRAPHED RESULTS: ....................._.....__.- ❑ (96) PERFORM AN INTERNAL INSPECTION OF THE OUTLET: ................. ......... ........ ............ .--------- .......................... [J(97) OTHER: L](98) OTHER: �(99) OTHER: SAFE STORAGE LEVEL RECOMMENDED AS A RESULT OF THIS INSPECTION [.:/l(101) FULLSTORAGE _ FT. BELOW DAM CREST EJ(102) CONDITIONAL FULL STORAGE FT. BELOW SPILLWAY CREST F-1(103) RECOMMENDED RESTRICTION _ FT. GAGE HEIGHT FI(104) CONTINUE EXISTING RESTRICTION NO STORAGE -MAINTAIN OUTLET FULLY OPEN REASON FOR RESTRICTION ACTIONS REQUIRED FOR CONDITIONAL FULL STORAGE OR CONTINUED STORAGE AT THE RESTPoCTED LEVEL: Engineers Owners 3i- Signature _ INS ECTED BY �•' ��'OW'NE OWNFRS REPRESENTATIVE DATE: ff tr_-, Page 3 of 4 10. VERIFICATION AND RESPONSIBILITY THE UNDERSIGNED IS A LEGALLY AUTHORIZED AGENT FOR THE SUBJECT INSTITUTION AND HAS COMPLETED THIS REPORT. THE INFORMATION INDICATED PROVIDES A COMPLETE AND VALID REPRESENTATION OF THE FACILITY, SECURITY SYSTEMS AND CARE PROVIDED TO OBJECTS (BOTH OWNED AND BBOORRRROWED). Signature Typed Name Cheryl Donaldson Title Curator of Collections Date 12/27/00 PLEASE SIGN AND DATE BELOW TO INDICATE THAT THE INFORMATION PROVIDED IN THIS DOCUMENT HAS BEEN REVIEWED FOR ACCURACY AND HAS BEEN UPDATED WHERE NECESSARY WHEN IT IS REISSUED, SUBSEQUENT REVIEWS: C Signature Title Date . - � Date Signature Title Date Signature Title Date ENGINEER'S INSPECTION REPORT DAM NAME: JOE WRIGHT GUIDELINES FOR DETERMINING CONDITIONS DATE. 9/20/2007 DAM I.D.: 030402 CONDITIONS OBSERVED -APPLIES TO UPSTREAM SLOPE CREST DOWNSTREAM SLOPE OUTLET, SPILLWA GOOD In general, this part of the structure has a near new appearance. and conditions observed in this area do not appear to threaten the safety of the dam. GOOD No evidence of uncontrolled seepage. No unexplained increase in flows from designed drains. All seepage is clear. Seepage conditions do not appear to threaten the safety of the dam. GOOD Monitoring includes movement surveys and leakage measurements for all dams, and piezometer readings for Class I dams. Instrumentation is in reliable, working condi- tion. A plan for monitoring the instrumentation and analyzing results by the owner's engineer is in effect. Periodic inspections by owner's engineer. ACCEPTABLE Although general cross-section is maintained, surfaces may be irregular, eroded, rulted, spatted, or othervvise not in new condition. Conditions in this area do not currently appear to threaten the safety of the dam. CONDITIONS OBSERVED - APPLIES TO SEEPAGE ACCEPTABLE Some seepage exists at areas other than the drain outfalls, or olherdesigned drains. No unexplained increase in seepage. All seepage is clear. Seepage conditions observed do not currently appear to threaten the safety of the dam. POOR Conditions observed in this area appear to threaten the safely of the dam. POOR Seepage conditions observed appear to threaten the safety of the dam. Examples: 1) Designed drain or seepage flows have increased without Increase in reservoir level. 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 threaten the safely of the dam. CONDITIONS OBSERVED -APPLIES TO MONITORING ACCEPTABLE Monitoring includes movement surveys and leakage measurements for Class 111 dams; leakage measurements for Class III dams. Instrumentation is In serviceable condition. A plan for monitoring instrumentation is in effect by owner. Periodic inspections by owner or representative. OR, NO MONITORING REQUIRED. POOR All instrumentation and monitoring described under "ACCEPTABLE" here for each Gass of dam, are not provided, or required periodic readings are not being made, or unexplained changes in readings are not reacted to by the owner. CONDITIONS OBSERVED -APPLIES TO MAINTENANCE AND REPAIR GOOD Dam appears to receive effective on -going maintenance and repair, and only a few minor items may need to be addressed. SATISFACTORY The safety inspection indicates no conditions that appear to threaten the safety of the dam, and the dam is expected to perform satisfactorily under all design loading conditions. Most of the required monitoring is being performed. FULL STORAGE Dam may be used to full capacity with no conditions attached. CLASS High hazard Loss of human life is expected in the event of failure of the dam, while the reservoir is at the high water line. ACCEPTABLE POOR Dam appears to receive maintenance, but some Darn does not appear to receive adequate maintenance. maintenance items need to be addressed. No major repairs One or more items needing maintenance or repair has are requirecl begun to threaten the safety of the dam. OVERALL CONDITIONS CONDITIONALLY SATISFACTORY The safely inspection Indicates symptoms of structural distress (seepage, evidence of minor displacements, etc.), which, if conditions worsen, could lead to the failure of the dam. Essential monitoring, inspection, and maintenance must be performed as a requirement for continued full storage in the reservoir. SAFE STORAGE LEVEL CONDITIONAL FULL STORAGE Dam may be used to full storage if certain monitoring, maintenance, or operational conditions are met. HAZARD CLASSIFICATION OF DAMS CLASS Significant hazard Significant damage to improved property is expected In the event of failure of the dam while the reservoir is at the high water line, but no loss of human life is expected. UNSATISFACTORY The safely Inspection indicates defin Ile signs of structural distress (excessive seepage, cracks, slides, sinkholes, severe deterioration, etc.), which could lead to the failure of the dam if the reservoir is used to full capacity. The dam is judged unsafe for full storage of water. RESTRICTION Dam may not be used to full capacity, but must be operated at some reduced level in the interest of public safety. CLASS Low hazard Loss of human life is not expected, and damage to improved property Is expected to be small, in the event of failure of the dam while the reservoir is at high water fine. Class 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 water line. Page 4 of 4 No Text No Text