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2020-05-07 Regular Meeting Kodiak Island Borough Assembly Regular Meeting Agenda Thursday, May 7, 2020, 6:30 p.m., Teleconference Page 1. INVOCATION 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. APPROVAL OF AGENDA AND CONSENT AGENDA All items listed with an asterisk (*) are considered to be routine and non- controversial by the Assembly and will be approved by one motion. There will be no separate discussion of these items unless an Assembly member so requests, in which case the item will be removed from the Consent Agenda and considered in its normal sequence on the agenda. 5. *APPROVAL OF MINUTES 5 - 9 A. *Regular Meeting Minutes Of April 16, 2020. 2020-04-16 RM Minutes 6. CITIZENS' COMMENTS (Limited To Three Minutes Per Speaker) A. Agenda Items Not Scheduled For Public Hearing And General Comments 7. AWARDS AND PRESENTATIONS A. *Municipal Clerks Week Proclamation B. *Mental Health Awareness Month Proclamation C. *Longevity Awards 10 Years - Martha Barnett, Projects Assistant 10 Years - Eddie Arellano, KFRC Maintenance Engineer 15 Years - Sheila Smith, CDD Secretary III Numbers: Toll Free (855) 492-9202 and Local 486-3231. Visit our website at www.facebook.com/Kodiakislandborough @KodiakBorough www.kodiakak.us Page 1 of 367 10 D. Third Quarter Budget Presentation From Dora Cross, Finance Director. Output Document (AS - 1150) - Pdf 8. COMMITTEE REPORTS 9. PUBLIC HEARING 11 - 13 A. Ordinance No. FY 2020-19 Amending Kodiak Island Borough Code Section 2.30.020, General Rules Ordinance No. FY 2020-19 Version 1 10. BOROUGH MANAGER'S REPORT 11. MESSAGES FROM THE BOROUGH MAYOR 12. UNFINISHED BUSINESS 13. NEW BUSINESS 13.A. Contracts 14 - 167 1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement Project. Output Document (AS - 1154) - Pdf 168 - 307 2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Engineering Services Term Contract for the Providence Kodiak Island Medical Center Retaining Wall Repair Project. Output Document (AS - 1152) - Pdf 13.B. Resolutions 308 - 323 1. Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions For Sale Of A Tax Foreclosed Property. Resolution FY2020-25 is Legally Described As The SE1/4 NE1/4 SE1/4 WITHIN SECTION 30, TOWNSHIP 30 SOUTH, RANGE 29 WEST SEWARD MERIDAN, LARSEN BAY Formally Owned by Dorothy Beeching And Resolution FY2020-26 Authorizing Terms And Conditions of legal described FRACTIONAL W ½ E ½ NE ¼ SE ¼ SE ¼; W ½ NE ¼ SE ¼ SE ¼ AND Numbers: Toll Free (855) 492-9202 and Local 486-3231. Visit our website at www.facebook.com/Kodiakislandborough @KodiakBorough www.kodiakak.us Page 2 of 367 FRACTIONAL NW ¼ SE ¼ SE ¼ OF PROTRACTED SECTION 14, T31S R29W SEWARD MERIDAN; Formally Owned By The Estate Of Willie Norell. As A Result Of The Tax Foreclosure Procedure For Both Parcels Were Attained by Clerks Deed Case Number 3KO-08-27 CI Signed June 22, 2009 Recorded As Document 2009- 001136-0 on 6/26/2009. Output Document (AS - 1148) - Pdf 324 2. Resolution No. FY2020-27 Mandating Electronic-Only Distribution Of Non-Privileged Meeting Materials And Communications. Resolution No. FY2020-27 Mandating Electronic-Only Distribution 325 - 344 3. Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizing The Borough To Issue A Refunding Revenue Bond To Refund All Or A Portion Of The Principal Installments Of The Outstanding Solid Waste Disposal Facility Revenue Bond, 2011, Of The Borough And To Pay Costs Of Issuing The Bond; Fixing Certain Details Of Such Bond; Authorizing Its Sale; And Providing For Related Matters. Output Document (AS - 1156) - Pdf 345 - 357 4. Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizing The Borough To Issue A General Obligation School Refunding Bond To Refund Certain Principal Installments Of Outstanding General Obligation School Bonds Of The Borough And To Pay Costs Of Issuing The Bond, Fixing Certain Details Of Such Bond, Authorizing Its Sale, And Providing For Related Matters. Output Document (AS - 1157) - Pdf 13.C. Ordinances for Introduction 13.D. Other Items 358 - 365 1. Salary Range Adjustment For Hiring Of New GIS Analyst. Output Document (AS - 1155) - Pdf 14. CITIZENS' COMMENTS (Limited To Three Minutes Per Speaker) 15. ASSEMBLY MEMBERS' COMMENTS Numbers: Toll Free (855) 492-9202 and Local 486-3231. Visit our website at www.facebook.com/Kodiakislandborough @KodiakBorough www.kodiakak.us Page 3 of 367 16. ADJOURNMENT 17. EXECUTIVE SESSION A. Borough Manager's Performance Evaluation 18. INFORMATIONAL MATERIALS (No Action Required) 18.A. Minutes of Other Meetings 18.B. Reports 366 - 367 1. *Discover Kodiak 3rd Quarter Report from Aimee Williams, Executive Director. Discover Kodiak 3rd Quarter Report Numbers: Toll Free (855) 492-9202 and Local 486-3231. Visit our website at www.facebook.com/Kodiakislandborough @KodiakBorough www.kodiakak.us Page 4 of 367 AGENDA ITEM #5.A. KODIAK ISLAND BOROUGH Assembly Regular Meeting Teleconference April16, 2020 A regular meeting of the Kodiak Island Borough Assembly was held on April 16, 2020via teleconference. The meeting was called to order at 6:30p.m. The invocation was given by Major David Davis of the Salvation Army. Mayor Roberts led the Pledge of Allegiance. Present via teleconference were Mayor Bill Roberts,Assembly membersScott Arndt, Duane Dvorak,Julie Kavanaugh,Andy Schroeder,Rebecca Skinner,and James Turner. Also present were Borough Manager Michael Powers, Borough Clerk Tara Welinskyand DeputyClerk Alise Rice. Assembly Member Symmons was absent due to work. Hewas excused by MayorRoberts. APPROVAL OF AGENDA AND CONSENT AGENDA All items listed with an asterisk (*) are considered to be routine and non-controversial by the Assembly and will be approved by one motion. There will be no separate discussion of these items unless an Assembly member so requests, in which case the item will be removed from the Consent Agenda and considered in its normal sequence on the agenda. ARNDTmoved to approve the agenda and consent agenda. ROLL CALLVOTE ON MOTION CARRIED UNANIMOUSLY:Dvorak, Kavanaugh, Schroeder, Skinner, Turner, and Arndt. The following items were approved under consent agenda: *Week of the Young Child Proclamation APPROVAL OF MINUTES Regular Meeting Minutes of April 2, 2020 wereapproved under consent agenda. CITIZENS’ COMMENTS DaveConrad AWARDS AND PRESENTATIONS Mayor Robert’s proclaimed the Month of April 2020 as Month of the Military Child and Encouraged all Kodiak Residents to Show Appreciation, Support, and Understanding to the Military Children in our Community. COMMITTEE REPORTS Assembly Member Turner reported the interviews for the Kodiak Community College Director aremoving forward with the anticipation of hiring soon. Kodiak Island BoroughAssembly Regular Meeting Minutes April 16, 2020 Page 1 of 5 *Regular Meeting Minutes Of April 16, 2020. Page 5 of 367 AGENDA ITEM #5.A. PUBLIC HEARING None. BOROUGH MANAGER’S REPORT Manager Powers reported on the following: Spoke with the Borough’sLobbyist about the slow progress of the School Bond Debt. Oil is currently trading around $20.00 dollarsa gallon. Brother Francis Shelter and Marion Center areopen and helping those in need. Providence Hospital hasrequesteda1year extension on the Mental Health Facility Lease. TheLong Term Care Center is still in the hands of Spill Prevention and Response Division of Alaska Department of Environmental Conservation (ADEC). KIB continues tomonitorand collect oil in sewer manholes at the site. There is still work to be completed on the soils that were removedfrom the Providence Hospital site. A plan has been submitted to Alaska Department of Environmental Conservationfor review. Anticipate both jobs will go to ADEC Contaminated Sites for long term monitoring. Covid-19: There is one case on the island, the individual is isolated and proper actions are being taken with the individual and those he came into contact with. Play equipment at all parks are closed. Mandatory masking of employees with any symptions. MESSAGES FROM THE BOROUGH MAYOR Mayor Bill Roberts reported on the following: Attending Emergency Operations Center Meetings. They announced their plan for managing the Harbor as boats come in. TheEmergency Operations Center is continuing to work with the State of Alaska on obtaining anauthority at the Kodiak Island Airport.TheAirlines are not providing information or paperwork on their passengerscitingit is private information. There is one confirmed case of Covid-19 on the island. Public Health is tracking this persons contact to see how they were infected and whom they have been in contact with since. The winner for theKodiak Stay Strongposter contestwill be announced in the morning. UNFINISHED BUSINESS None. NEW BUSINESS Contracts 1.Contract No. FY2020-19 Aerial Imagery Acquisition. ARNDT moved to postponeContract No. FY2020-19to the Assembly Work Session on June 11, 2020. ROLL CALL VOTE ON MOTION TO POSTPONE TO JUNE 11, 2020, CARRIEDFOUR TO TWO: Schroeder, Skinner, Turner, andArndt (AYES); Kavanaugh and Dvorak (NOES). 2.Contract No. FY2020-30 Anton Larsen Bay Dock Concrete Pad Extension Project. ARNDT moved to reject all bids. Kodiak Island BoroughAssembly Regular Meeting Minutes April 16, 2020 Page 2 of 5 *Regular Meeting Minutes Of April 16, 2020. Page 6 of 367 AGENDA ITEM #5.A. ROLL CALL VOTE ON MOTION TO REJECT ALL BIDS FAILED TWO TO FOUR: TurnerandArndt (AYES); Schroeder,Skinner,Dvorak,and Kavanaugh(NOES). DVORAK moved to authorized the Borough Manager to execute Contract No. FY2020-30 in an amount not to exceed $27,0005. ROLL CALL VOTE ON MOTIONTO EXECUTECONTRACT NO. FY2020-30 CARRIED UNANIMOUSLY:Skinner,Turner, Arndt, Dvorak, Kavanaugh, and Schroeder. 3.Contract No. FY2020-31 Landfill Baler Building Septic System Replacement Project. KAVANAUGH moved to authorize the Borough Manager to execute Contract No. FY2020-31 with Red Hook Construction, LLC for the Baler Building Septic System Replacement project in an amount not to exceed $18,399. ROLL CALL VOTE ON MOTION CARRIED UNANIMOUSLY:Turner, Arndt, Dvorak, Kavanaugh, Schroeder, and Skinner. 4.Contract No. FY2020-32 Providence Kodiak Island Medical CenterFuel Tank Procurement. KAVANAUGH moved to authorize the Borough Manager to execute Contract No. FY2020-32 with Pinnacle Construction, Inc. for the Providence Kodiak Island MedicalCenter FuelTank Procurement in an amount not to exceed $62,000. ARNDT moved to amend the motion to award toPremiere Mechanical, the local bidder,for $66,114.45. ROLL CALL VOTE ON AMENDEDMOTION TO AWARD TO PREMIERE MECHANICAL FAILED THREETO THREE:Arndt, Skinner, and Turner(AYES); Dvorak, Kavanaugh, and Schroeder (NOES).Mayor Roberts broke the tie and voted no. ROLL CALL VOTE ON MAIN MOTION CARRIED FIVE TO ONE:Dvorak, Kavanaugh, Schroeder, Skinner, and Turner(AYES); Arndt (No). 5.Contract No. FY2020-33 North Star Elementary Gym Siding Replacement Project. DVORAK moved toauthorize the Borough Manager to execute Contract No. FY2020-33 with WolverineSupply, Inc. for the North StarGym Siding Replacement project in an amount not to exceed $244,000. ROLL CALL VOTE ON MOTION CARRIED UNANIMOUSLY:Kavanaugh, Schroeder, Skinner, Turner, Arndt, and Dvorak. 6.Service Area No. 1 -Chip Seal Project. ARNDT moved toapproveMemorandum of Agreement withAlaska Department of Transportation, South Coast Region in an amount not to exceed the amountof $156,996.00 for the Service Area No. 1 chip seal project. Kodiak Island BoroughAssembly Regular Meeting Minutes April 16, 2020 Page 3 of 5 *Regular Meeting Minutes Of April 16, 2020. Page 7 of 367 AGENDA ITEM #5.A. ROLL CALL VOTE ON MOTION CARRIED UNANIMOUSLY: Schroeder, Skinner,Turner, Arndt, Dvorak, and Kavanaugh. Resolutions 1.Resolution No. FY2020-02B Amending The Fees Of The Kodiak Island Borough. ARNDT moved to postpone to June 11, 2020. ARNDT withdrew his motion to postpone. ARNDT moved to approveResolution No. FY2020-02B ROLL CALL VOTE ON MOTION CARRIED UNANIMOUSLY: Skinner, Turner, Arndt, Dvorak, Kavanaugh,andSchroeder. . Ordinances for Introduction 1.Ordinance No. FY2020-19 Amending Kodiak Island Borough Code Section 2.30.020, General Rules. KAVANAUGHmoved to advance Ordinance No. FY2020-19 to public hearing at the next Assembly Regular Meeting of May 7, 2020 TURNER moved tosubstituteOrdinance No. FY2020-19 Version 2 toadvance to public hearing at the next Assembly Regular Meeting of May 7, 2020 ROLL CALL VOTE ON MOTION TO AMEND BY SUBSTITUTION OF VERSION 2 FAILED TWO TO FOUR: Turner and Arndt (AYES); Dvorak, Kavanaugh, Schroeder, and Skinner (NOES). ROLL CALL VOTE ON MAIN MOTION TO ADVANCE TO PUBLIC HEARING CARRIED FOUR TO TWO: Dvorak, Kavanaugh, Schroeder, and Skinner (AYES); Turner and Arndt (NOES). Other Items None. CITIZENS’ COMMENTS None. ASSEMBLY MEMBERS’ COMMENTS Assembly Member Schroeder spoke ofthe villages and meeting their needs during this time of Covid-19. Encouraged to see the Emergency Operations Center putting out guidelines for the boats coming into our harbor. Assembly MemberKavanaugh thanked the Mayor for his video message that was put out to the public encouraging them during this difficult time. Division of Homeland Security has put out a one year extension to H2A workers. Spoke on the Governor’s veto on the Ferry System, School District, and School Bond Debt Funding. Concerned for the coastal communities that rely on the Ferry. Assembly MemberTurner had no comment. Assembly Member Arndt expressed concerned about the oil spill at the hospital and requested a full report be submitted to the Assembly as soon as possible. Kodiak Island BoroughAssembly Regular Meeting Minutes April 16, 2020 Page 4 of 5 *Regular Meeting Minutes Of April 16, 2020. Page 8 of 367 AGENDA ITEM #5.A. Assembly Member Dvorak had no comment. Assembly Member Skinneris preparing to send the Assembly members evaluation packets for the Borough Manager’s annual review. There are two executive session scheduled for discussion of the evaluation. Requested that the information for attending the Borough Assembly Meetings be more prevalent on the Agendas and the Borough Website. Thanked the Assembly,staff and any public tuned in. ANNOUNCEMENTS rd There will be a Special Meeting on the 23of April to discuss the applicants for the Borough Clerks position. The next Assembly work session is scheduled on Thursday, April 30, 2020 at 6:30 p.m. The next regular meeting is scheduled on Thursday, May 7, 2020 at 6:30 p.m. via teleconference. EXECUTIVE SESSION ADJOURNMENT ARNDT moved to adjourn the meeting. ROLL CALL VOTEON THE MOTION CARRIED UNANIMOUSLY: Dvorak, Kavanaugh, Schroeder, Skinner, Turner and Arndt. The meeting adjourned at8:22 p.m. KODIAK ISLAND BOROUGH ATTEST:William Roberts, Mayor Tara Welinsky, Borough ClerkApproved on: Kodiak Island BoroughAssembly Regular Meeting Minutes April 16, 2020 Page 5 of 5 *Regular Meeting Minutes Of April 16, 2020. Page 9 of 367 AGENDA ITEM #7.D. KODIAK ISLAND BOROUGH STAFF REPORT MAY 7, 2020 ASSEMBLY REGULAR MEETING SUBJECT: Third Quarter Budget Presentation From Dora Cross, Finance Director. ORIGINATOR: Dora Cross RECOMMENDATION: DISCUSSION: ALTERNATIVES: FISCAL IMPACT: OTHER INFORMATION: Kodiak Island Borough Third Quarter Budget Presentation From Dora Cross, Finance Director. Page 10 of 367 AGENDA ITEM #9.A. 1 Introduced by:Borough Mayor Version 1 2 Drafted by: Borough Attorney 3 Introduced on: 04/16/2020 4 Public Hearing Date: 05/07/2020 5 Adopted on: 6 7 KODIAK ISLAND BOROUGH 8 ORDINANCE NO. FY2020-19 9 10 AN ORDINANCE OF THE ASSEMBLY OF THE KODIAK ISLAND BOROUGH DECLARING 11 AN EMERGENCY AND AMENDING KODIAK ISLAND BOROUGH CODE SECTION 2.30.020, 12 GENERAL RULES. 13 14 A. WHEREAS, the United States Centers for Disease Control (CDC) has determined 15 that COVID-19, a respiratory disease that can result in serious illness or death and 16 that is a new strain of coronavirus not previously identified in humans, is a 17 significant public health risk both globally and in the United States; and 18 B. WHEREAS, the United States Department of Health and Human Services 19 Secretary Alex Azar declared a public health emergency for COVID-19 on January 20 31, 2020, retroactively applicable to January 27, 2020; and 21 C. WHEREAS, on March 11, 2020, the World Health Organization (WHO) Director- 22 General declared COVID-19 to be a global pandemic, and the WHO situation 23 report has determined the global risk assessment posed by COVID- 24 25 D. WHEREAS, on March 11, 2020, Alaska Governor Mike Dunleavy issued a 26 declaration of public health disaster emergency in response to the anticipated 27 outbreak of COVID-19 in Alaska, and in order to ensure that the public is educated 28 about the public health risk; and 29 E. WHEREAS, on March 12, 2020, the first positive case of COVID-19 was confirmed 30 within the State of Alaska; and 31 F. WHEREAS, on March 13, 2020, Governor Dunleavy closed all schools in Alaska 32 for two weeks, and the US Center for Disease Control (CDC) has recommended 33 that gatherings of more than 50 persons be avoided; and 34 35 G. WHEREAS, on March 23, 2020, Governor Dunleavy issued Health Mandate 009 36 prohibiting gatherings of more than 10 people, and requiring persons to remain six 37 feet apart to prevent the spread of disease; and 38 39 H. WHEREAS, on March 19, 2020, the Assembly adopted Emergency Ordinance 40 2020-18 temporarily modifying rules for meeting attendance and quorum to 41 accommodate requirements of the response to the present public health 42 emergency; and 43 44 Kodiak Island Borough, Alaska Ordinance No. FY2020-19 Deletion Red, Strikeout Page 1 of 3 Insertion Bold, Blue, Underlined Version 1 Ordinance No. FY 2020-19 Amending Kodiak Island Borough Code Section 2.3... Page 11 of 367 AGENDA ITEM #9.A. 45 I.Whereas, the Assembly findsthat the present public health disaster is continuing 46 and the changes made by Ordinance 2020-18 must be extended by regular 47 ordinance; and 48 49 J. WHEREAS, the Assembly finds that it is in the best interest of the Borough to 50 incorporate these alternate meeting procedures to be available in times of declared 51 disasters as a regular part of the Borough code. 52 53 54 NOW, THEREFORE, BE IT ORDAINED BY THE ASSEMBLY OF THE KODIAK ISLAND 55 BOROUGH THAT: 56 57 Section 1: This ordinance is of permanent nature and shall become a part of the Kodiak Island 58 Borough Code of Ordinances. 59 60 Section 2: That section 2.30.020, General Rules, of the Kodiak Island Borough Code of 61 Ordinances is amended to read as follows: 62 63 2.30.020 General rules. 64 65 A. Public Meetings. All official meetings of the assembly shall be open to the public. The 66 journal of proceedings shall be open to public inspection. When a disaster has been 67 declared which makes attendance by the public in person inappropriate, physical 68 attendance by the public may be limited and public access may be provided by 69 broadcast or other means. 70 B. Quorum. Four members of the assembly shall constitute a quorum. Attendance of 71 assembly members shall be in person and may not be by teleconference, except for 72 work sessions and emergency meetings. In the event of an emergency meeting, the 73 provisions set in AS 44.62.310 shall be followed. 74 C. Absences. No member of the assembly may absent himself from any regular or special 75 meeting of the assembly except for good cause. An assembly member who is unable to 76 attend a meeting shall advise the clerk or the mayor of the contemplated absence and 77 the reason for that absence. During the course of the meeting from which the member is 78 absent, the chair shall cause the record to reflect the absence of the member, the 79 reason for the absence and whether the absence is excused by the assembly. 80 D. 81 of the assembly in all cases, unless they are in conflict with these rules. When such a 82 conflict exists, this chapter prevails. 83 E. If a declaration of a disaster or emergency has been issued by the President, the 84 Governor of Alaska, or the Mayor which includes areas within the Kodiak Island 85 Borough, the provisions of subsection B of this section requiring in person 86 attendance and prohibiting participation by teleconference shall not apply during 87 the period the declaration is in effect, and assembly members may participate by 88 teleconference and be counted as part of a quorum even if they are not physically 89 present. All votes at meetings where assembly members are participating by 90 teleconference shall be by roll call. For purposes of this section teleconference Kodiak Island Borough, Alaska Ordinance No. FY2020-19 Deletion Red, Strikeout Page 2 of 3 Insertion Bold, Blue, Underlined Version 1 Ordinance No. FY 2020-19 Amending Kodiak Island Borough Code Section 2.3... Page 12 of 367 AGENDA ITEM #9.A. 91 includes internetvideo conferencing and other similar real time two way 92 communication methods. 93 Effective Date: This ordinance takes effect upon adoption. 94 95 ADOPTED BY THE ASSEMBLY OF THE KODIAK ISLAND BOROUGH 96 THIS __________ DAY OF _______________, 2020. 97 98 KODIAK ISLAND BOROUGH ATTEST: 99 100 101 ___________________________ ___________________________ 102 William Roberts, Mayor Tara Welinsky, Clerk 103 104 VOTES: 105 Ayes: 106 Noes: Kodiak Island Borough, Alaska Ordinance No. FY2020-19 Deletion Red, Strikeout Page 3 of 3 Insertion Bold, Blue, Underlined Version 1 Ordinance No. FY 2020-19 Amending Kodiak Island Borough Code Section 2.3... Page 13 of 367 AGENDA ITEM #13.A.1. KODIAK ISLAND BOROUGH STAFF REPORT MAY 7, 2020 ASSEMBLY REGULAR MEETING SUBJECT: Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement Project. ORIGINATOR: Dave Conrad RECOMMENDATION: Move to authorize the manager to execute Contract No. FY2020-34 with Federal Signal Corporation for the Kodiak Island Borough Outdoor Warning Siren Replacement in an amount not to exceed $543,241.54. DISCUSSION: The current Outdoor Warning System Sirens are aging and require replacement to ensure proper functional notification for the Kodiak residents. The current siren assemblies were all installed from the mid to late 1980's. Although these sirens have had repairs and have verified to be functional, replacement parts are difficult to procure and many of the components are no longer commercially supported. The Kodiak Island Borough cooperated with the City of Kodiak in a joint Request For Proposal for this project. Proposals were reviewed and evaluated jointly. The apparent low bidder, Federal Signal Corporation has offered a $25,000 discount if the two entities accept and perform the replacement of the systems simultaneously. The joint cooperative project will be performed under separate contracts and will be managed independently. This joint cooperative project is the most cost beneficial to the Kodiak Island Borough as presented. Performing this job at a later date will result in increased cost for both material, installation, shipping and mobilization increases. Grant funds are available for four sirens through a NOAA Grant and additional funding through grants are being applied for by staff. ALTERNATIVES: Take no action and reject all bids. Neither of these are recommended as the current siren system is aging and is no longer commercially supported. FISCAL IMPACT: $543,241.54. The KIB has a verbal confirmation from DHSEM that funding for 4 sirens at $240,000 will be awarded. The KIB has submitted the HMGP Intent to Apply forms for the HMGP that will be considered on the anticipated second round of funding for the 1029 Earthquake Disaster. OTHER INFORMATION: Kodiak Island Borough Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 14 of 367 AGENDA ITEM #13.A.1. Staff Report May 7, 2020 Assembly Regular Meeting SUBJECT:Contract # FY2020-34 Kodiak Outdoor Warning Siren System ORIGINATOR: David Conrad RECOMMENDATION: Move to authorize the Borough Manager to execute Contract No. FY2020-34 with Federal Signal Corporation for the Kodiak Island Borough Outdoor Warning Siren Replacement in the amount not to exceed $543,241.54. DISCUSSION: The Kodiak Island Borough in cooperation with the City of Kodiak participated in in a joint request for proposal for this project. Proposals were reviewed and evaluated jointly. The apparent low bidder, Federal Signal Corporation has offered a $25,000.00 discount if the two entities accept and perform the replacement of the systems simultaneously. The joint cooperative project will be performed under separate contracts and will be managed independently. This method is the most cost beneficial to the Kodiak island Borough as presented. Performing the project later will result in an increased cost for material, labor, shipping, and mobilization increases. Grant funding has been applied for through the Alaska Department of Homeland Security and Emergency Management (DHSEM). A verbal confirmation that the NOAA Grant form the program manager was provided in January 2020 based on a cost estimate of $60,000 per site. Staff is currently working to complete an additional grant application for the Hazard Mitigation Grant Program. Due to the due date of the first-round application deadline, the staff was advised and submitted an Intent to Apply form and is gathering the required information to request that the remaining seven sites be funded. This HMGP will be placed in for consideration with the anticipated round two of funding associated with the 2019 Alaska Earthquake Disaster Declaration. Staff has been informed that DHSEM anticipates three total funding awards for this disaster. The HMGP awards are funded from a required percentage of the total funding amount awarded in each funding cycle. As this work is directly associated with earthquake early warning, success is likely for funding due to the geographical location and proximity to fault lines and history of tsunami. The age and condition are also factors that are relevant to the award consideration. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 15 of 367 AGENDA ITEM #13.A.1. ALTERNATIVES: Take no action and reject all bids. Neither of these are recommended due to the cost point and potential savings with participating in the joint bid process in conjunction with the City of Kodiak. FISCAAL IMPACT: Funding the siren system will ensure a modern warning system compatible with the City of Kodiak infrastructure. Grant funding is likelihood is high. Health and safety powers are an inherent power of the Kodiak Island Borough. This is a step to ensuring reliable notification to the citizens and visitors of the region. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 16 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 17 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 18 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 19 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 20 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 21 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 22 of 367 AGENDA ITEM #13.A.1. 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Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 40 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 41 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 42 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 43 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 44 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 45 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 46 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 47 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... 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Page 82 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 83 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 84 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 85 of 367 AGENDA ITEM #13.A.1. 710 Mill Bay Road Kodiak, Alaska 99615 Phone (907) 486-9343 Fax (907) 486-9394 March 25, 2020 TO: Registered Contractors FROM: David Conrad, E/F Director cc: Patricia Valerio, Secretary III RE: Outdoor Warning Siren System Replacement Project The Kodiak Island Borough (KIB) is providing answers to written questions submitted by registered contractors associated with the above referenced project. Question #8 – How will the proposer dispose of old poles, batteries and sirens? Answer#8: KIB may have a spot for the disposal of old poles, batteries and sirens. The proposer is responsible for disposal of all equipment and material removed under this project. Answer#8 KIB Reply – The KIB owns and operates the KIB Landfill. Materials associated with this project requiring disposal can be discussed related to Construction and Demolition disposal. Disposal rates for C&D are listed on the KIB website in the Fee Schedule publication. The link is listed below. https://www.kodiakak.us/DocumentCenter/View/1529/Kodiak-Island-Borough-Fee-Schedule?bidId= Electronics recycling can be discussed with Thresholds Services Inc. at (907) 486-6551 or the contractors can opt for other off island disposal arrangements. Question #11: Are all sirens currently operational? Answer #11 – All KIB existing sirens are currently functional. Question #19: Where will excavated excess be placed? Answer #19 – The KIB will provide a designated site or sites for appropriate disposal of unsuitable soils generated from the KIB portion of this project. The contractor must hire a hauler for disposal transportation. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 86 of 367 AGENDA ITEM #13.A.1. Question #43: Due to topography, can the City of Kodiak ensure RF communication from end to end of the island or will a repeater be needed to be added to the cost of the bid? (if the KIB moves forward with their replacement) Answer #43: Currently the KIB Sirens are operated without a repeater. The KIB anticipates that a repeater will not be necessary. Question #44: It was difficult to locate the exact location for Site 11 – Pasagshak Beach. Please provide more details on the location and the proximity to accessible power. Answer #44: The KIB had a study performed by a local vendor in anticipation of this project. A location adjacent to the intersection of Furin Way and Bayview Drive can be designated for siren placement within the road Right-of-Way. KEA power in the area is underground service along the entirety of Furin Way. Question #47: A lot of the poles for the Borough were in good condition. Would the Borough consider using the existing poles rather than replacing the pole? Answer #47: The KIB will require new poles at all locations including the two fire stations. Question #48: Please provide FCC documentation on the existing license owned by the Borough. Answer #48: The KIB will provide this information by specific written request from a qualified bidder. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 87 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 88 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 89 of 367 AGENDA ITEM #13.A.1. City of Kodiak Outdoor Warning Siren System Replacement Project PN 20-03/4059 Addendum No. 1 March 23, 2020 To All Planholders and/or Prospective Bidders: The following change(s) and/or clarification(s) are made to the Plan and Specification Documents of Invitation to Bid for the Outdoor Warning Siren System Replacement Project PN 20-03/4059: 1. Bid opening Date changed from March 27, 2020 to April 10, 2020 2. Notice of Intent to Award April 3, 2020 to April 17, 2020 3. Notice to Proceed April 24, 2020 to May 8, 2020 4. Transmission of electronic proposals will be accepted. Proposer shall submit electronic bid to the City Manager at mtvenge@city.kodiak.ak.us 5. Additional questions will be accepted thru Friday March 27, 2020 and no additional questions will be accepted beyond this date. 6. Questions and answers from pre-proposal meeting dated March 12, 2020 attached. All Bidders shall acknowledge receipt and acceptance of this Addendum No. 1 in the Bid Form or by submitting the Addendum with the bid package. Bid Forms submitted without acknowledgment or without this Addendum will be considered in nonconformance. There are no changes to the Proposal opening Time and Location. Proposals will be opened at 2:00 p.m. at the City Manager’s Conference Room. Addendum No. 1 Page 1 of 8 Outdoor Warning Siren System Replacement Project PN 20-03/4059 March 23, 2020 Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 90 of 367 AGENDA ITEM #13.A.1. Questions and answers from pre-proposal meeting dated March 12, 2020 Question #1: Will the project be in combined or a stand-alone project with the Kodiak Island Borough (KIB) Outdoor Warning Siren System Replacement project? Answer #1: The project will be awarded as a stand-alone separate contract with the City and will be administered by the City Engineering Department. Work related to the KIB must be coordinated separately with the KIB. In the event that the KIB chooses to replace their sirens City portion of the project shall take precedent and be completed first. Question #2: Will proposer need to meet the 5 Ohms resistance as specified? Answer #2: The proposer will not be required to meet the 5 Ohms resistance. The proposer will be required to meet the Kodiak Electric Association (KEA) grounding standards for electric services. Contact KEA for the standards. Question #3: With proposer to provide new poles, how will shipping time affect completion date? What class of poles is required? Will City consider providing those poles? Answer #3: Proposers shall supply new 50' Class 2 wood poles. Poles shall be at least 40' high after installation. Question #4: Who’s responsible for bringing AC power mains to new siren poles? Will each pole have its own meter? Is there a disconnect/reconnect charge for power? Answer #4: KEA has been contacted by the City and has agreed to assist the proposer with removal of existing poles, installation of new and replacement poles, and electrical service connections. Proposer should contact Ray Jeffries or Dustin Egdorf at KEA for additional information. Poles will not be metered and there will be a charge for KEA services. All costs for KEA services shall be included in the proposer’s bid. Question #5: Will there be staging and storage site for the materials? Answer #5: The City will provide a laydown area adjacent to the City Fire Station and Old Library site for staging of construction materials. The proposer must provide temporary security and gate. Proposers have requested at least 80'-100'x100' which is available at this site. Question #6: Has there been soil and/or rock test done in the areas? (Depth?) Answer #6: The City does not have geotechnical information available for the sites. Question #7: Any contaminated soil in the areas? Answer #7: None that is known Question #8: How will proposer dispose of old poles, batteries and sirens? Answer#8: KIB may have a spot for the disposal of old poles, batteries and sirens. The proposer is responsible for disposal of all equipment and material removed under this project. Addendum No. 1 Page 2 of 8 Outdoor Warning Siren System Replacement Project PN 20-03/4059 March 23, 2020 Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 91 of 367 AGENDA ITEM #13.A.1. Questions and answers from pre-proposal meeting dated March 12, 2020 Question #9: What specific licenses/registrations are required (i.e. business license, sales tax registration)? Answer #9: State of Alaska business license Question #10: Regarding sales tax registration, is the Contractor required to register with the City of Kodiak and the KIB separately or will registration be through the new Alaska Remote Sellers Sales Tax Commission? Answer #10: The City of Kodiak for sales tax registration only. Question #11: Are all sirens currently operational? Answer #11: All but two are operational. Of the two, one will go away and the other will be relocated. Proposer should work on one site area at a time and have old system remain operational while installing new system at each site. Question #12: Which prevailing wages apply to this project? Answer #12: Refer to state DOLSS website at http://labor.alaska.gov/lss/pamp600.htm Question #13: What does the City use for transmittal of sirens? Answer #13: The City will purchase a new transmitting radio and related equipment to integrate into the successful vendor’s activation system. The City will coordinate with their radio system’s contractor and the successful vendor. Question #14: Has the City submitted drawing designs to KEA Engineering Dept. for the new locations? Answer #14: Yes. Question #15: How will the new sirens be transmitted? Where will the transmitter be located? Will it be connected to Pillar Mountain transmitter? What is expected of the radio system then? Can proposers get copy of the FCC licensing? Answer #15: The City will provide the transmission system for the project. The City will coordinate with their radio system’s contractor and the successful vendor. Question #16: Will the new system upgrade also be responsive of any FCC licensing that is required? Would the City like to include that in the proposal? Answer #16: See Question #32 Addendum No. 1 Page 3 of 8 Outdoor Warning Siren System Replacement Project PN 20-03/4059 March 23, 2020 Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 92 of 367 AGENDA ITEM #13.A.1. Questions and answers from pre-proposal meeting dated March 12, 2020 Question #17: Does the City prefer other types of control boxes? i.e. powder coating Answer #17: Alternatives are welcome. The City is looking for something that will withstand Kodiak’s extreme marine environment and salt corrosion. Stainless steel, aluminum, hot dip galvanized steel, and fiberglass perform well in Kodiak. Question #17: Will the internet service provided by the City? Answer #17: Yes. Question #18: Will the City and Borough operate on the same system? Answer #18: The ultimate goal is to only have one activation system. If the Borough decides not to upgrade their sirens, proposer should include a plan that enables those sirens to tie into the new activation system. The old system and new system can be operational at the same time while the new system is being installed one site at a time. Question #19: Where will excavated excess be placed? Answer #19: The Pillar Mountain Quarry is available to accept unsuitable soils generated from the project. The City Public Works department is available to load and haul small quantities (10 CY or less) per site of unsuitable soils. Question #20: If there was a problem with traffic during installation of poles, who is contact person? Traffic control on small roads, etc. Answer #20: KEA has indicated that they will provide traffic control during removal and installation of poles. Once the pole is installed, the successful vendor could be responsible for continued traffic control. A City representative will be available. Question #21: Will a City Rep be available during the construction? Answer #21: A City Rep will be inspecting the project and will be available to assist with questions and coordination of work. Question #22: Are most electrical to be overhead? Answer #22: Yes. The exception is Site No. 7 (Saint Paul Harbor). This site will require power to be connected to the City owned system. KEA will not provide power to this site and the proposer will need the assistance of a commercial electrician to connect to the City owned power source. Question #23: Will meter bases be required for the installation of the new equipment? Answer #23: No, contact KEA Addendum No. 1 Page 4 of 8 Outdoor Warning Siren System Replacement Project PN 20-03/4059 March 23, 2020 Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 93 of 367 AGENDA ITEM #13.A.1. Questions and answers from pre-proposal meeting dated March 12, 2020 Question #24: Are electrical permits required for the power company to hook up the sites? If so is there an associated cost? Answer #24: Contact KEA Question #25: Is there any reconnect/disconnect fees for power to the poles? Answer #25: Contact KEA Question #26: Who will be responsible for reconnect/disconnect fees, the City or Federal Signal? Answer #26: Contact KEA Question #27: Will City of Kodiak along with KIB have RF Analysis completed to ensure all locations have RF Coverage? Answer #27: The City sites and current Borough sites have all been operating for 40 years on the current RF system. Some sites have required different antennas. Question #28: Please provide a copy of the radio license. Answer #28: TBD Question #29: Please clarify if the City is looking for cloud-based software? If it is required, page 6, bullet 6 of specifications references no communications ports to be open on the network to allow unwanted system activation. Answer #29: The City relies on fiber that stretches across the Pacific Ocean for internet. We do not want to rely on a cloud-based system in the event the fiber is cut during a local earthquake. Question #30: Is the City providing the RF solution or is the contractor expected to provide this? Answer #30: The City will work with the selected vendor to provide the RF solutions. The vendor is providing the activation system. Question #31: Will city allow IP access to a Cellular or Satellite provider IF these communications protocols are required? If no, City must ensure RF Coverage to all sites as access to Cellular/Satellite providers requires IP access to their networks. Answer #31: RF for the City sites will not be a problem. Some Borough sites may require that. Question #32: Please confirm that any new FCC licensing requirements at the new pole sites will become the responsibility of the City of Kodiak and Borough. Answer #32: If the current FCC license is not sufficient the City will work with the selected vendor and their radio contractor for proper licensing. Addendum No. 1 Page 5 of 8 Outdoor Warning Siren System Replacement Project PN 20-03/4059 March 23, 2020 Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 94 of 367 AGENDA ITEM #13.A.1. Questions and answers from pre-proposal meeting dated March 12, 2020 Question #33: Will city of Kodiak and KIB assist with providing traffic control? Answer #33: KEA has indicated they would provide traffic control if they remove and install the poles. Contact KEA. Additional traffic control may be the responsibility of the vendor or the City might be able to offer assistance depending on the amount of assistance required. Question #34: As questions are due by Friday March 20th and Proposals are Due by Friday March 27th, we would like to request that the Proposal Due deadline be extended by two weeks to Friday th April 10. Answer #34: The Proposal due date has been extended to Friday, April 10, 2020 Question #35: With questions due on March 20th, when does the City anticipate that the answers will be published to the bidders? Answer #35: Question are answered by this addendum. Question #36: Would the City consider accepting proposals electronically? Sending a paper copy of the proposal vie FedEx, UPS or other means is weather dependent, and could take up to one week, which would eliminate the time between the question due date, answer responses and the proposal due date. Answer #36: Electronic proposals will be accepted and sent to: MTvenge@city.kodiak.ak.us Question #37: Waste Disposal - Please confirm that the City of Kodiak will handle waste disposal of the removed equipment. The City of Kodiak will identify a location for the storage of the removed site equipment. Answer #37: Proposer shall disposal of all waste and equipment. The City of Kodiak will NOT salvage any equipment. Question #38: What business license are required at the time of project start? What are the permitting requirements? Answer #38: State of Alaska business license Question #39: Until the Borough replaces their sites, it is understood that the City of Kodiak will have two systems? Is this assumption correct? Answer #39: No, if the Borough does not purchase new sirens, the Proposer should develop a plan to integrate old sirens into the new activation system. Question #40: Once completed; will power to the locations be metered? Answer #40: No. Contact KEA. Addendum No. 1 Page 6 of 8 Outdoor Warning Siren System Replacement Project PN 20-03/4059 March 23, 2020 Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 95 of 367 AGENDA ITEM #13.A.1. Questions and answers from pre-proposal meeting dated March 12, 2020 Question #41: Can the City of Kodiak provide a separate FCC licensed Radio frequency for the system or would that have to be included in the total price of the bid? Answer #41: If the current FCC license is not sufficient the City will work with the selected vendor and their radio contractor for proper licensing. Question #42: The proposal calls for redundant cellular communication capabilities, will the City of Kodiak require the successful bidder to arrange the cellular data contract for the system or will the City of Kodiak handle that? If yes, can the City of Kodiak define its desired cellular provider and typical time frame for the service contract? Answer #42: The City will arrange for this after the system is installed. Question #43: Due to topography, can the City of Kodiak ensure RF communication from end to end of the island or will a repeater be needed to be added to the cost of the bid? (if the KIB moves forward with their replacement) Answer #43: Contact KIB Question #44: It was difficult to locate the exact location for Site 11 – Pasagshak Beach. Please provide more details on the location and the proximity to accessible power. Answer #44: Contact KIB Question #45: Once completed, is powered to the locations be metered? Answer #45: No Question #46 - Site 4 - Seabreeze Circle: There are multiple services mounted to this pole. Would it be acceptable moving the Giant Voice equipment on a new pole set nearby? Answer #46: Yes Question #47: A lot of the poles for the Borough were in good condition. Would the Borough consider using the existing poles rather than replacing the pole? Answer #47: Contact KIB Question #48: Please provide FCC documentation on the existing license owned by the Borough Answer #48: Contact KIB Addendum No. 1 Page 7 of 8 Outdoor Warning Siren System Replacement Project PN 20-03/4059 March 23, 2020 Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 96 of 367 AGENDA ITEM #13.A.1. Questions and answers from pre-proposal meeting dated March 12, 2020 Question #49: Is the sound in dB’s listed at each siren site the minimum expected coverage? Answer #49: Yes. Question #50: Is radio activation of the sirens the preferred method with the ability to add on satellite or cellular services if needed? Answer #50: Radio activation is the preferred method. I could see some Borough sites, like Pasagshak, needing satellite. Question #51: Has the City of Kodiak determined if they are going provide the poles? Answer #51: The City will not provide poles. Question #52: Will the City of Kodiak provide power to within five feet of the pole location or will that be the responsibility of the proposer? Answer #52: Power to all pole locations will be the responsibility of the proposer. Contact KEA. Addendum No. 1 Page 8 of 8 Outdoor Warning Siren System Replacement Project PN 20-03/4059 March 23, 2020 Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 97 of 367 AGENDA ITEM #13.A.1. City of Kodiak Outdoor Warning Siren System Replacement Project PN 20-03/4059 Addendum No. 2 March , 2020 To All Plan Holders and/or Prospective Bidders: The following change(s) and/or clarification(s) are made to the Plan and Specification Documents of Invitation to Bid for the Outdoor Warning Siren System Replacement Project PN 20-03/4059: 1.Questions and answers from Kodiak Island Borough attached. All Bidders shall acknowledge receipt and acceptance of this Addendum No. 2 in the Bid Form or by submitting the Addendum with the bid package. Bid Forms submitted without acknowledgment or without this Addendum will be considered in nonconformance. There are no changes to the Proposal opening Time and Location. Proposals will be opened at 2:00 p.m. at the City Manager’s Conference Room. Addendum No. 2 Page 1 of 3 Outdoor Warning Siren System Replacement Project PN 20-03/4059 March , 2020 Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 98 of 367 AGENDA ITEM #13.A.1. 710 Mill Bay Road Kodiak, Alaska 99615 Phone (907) 486-9343 Fax (907) 486-9394 March 25, 2020 TO: Registered Contractors FROM: David Conrad, E/F Director cc: Patricia Valerio, Secretary III RE: Outdoor Warning Siren System Replacement Project The Kodiak Island Borough (KIB) is providing answers to written questions submitted by registered contractors associated with the above referenced project. Question #8 – How will the proposer dispose of old poles, batteries and sirens? Answer#8: KIB may have a spot for the disposal of old poles, batteries and sirens. The proposer is responsible for disposal of all equipment and material removed under this project. Answer#8 KIB Reply – The KIB owns and operates the KIB Landfill. Materials associated with this project requiring disposal can be discussed related to Construction and Demolition disposal. Disposal rates for C&D are listed on the KIB website in the Fee Schedule publication. The link is listed below. https://www.kodiakak.us/DocumentCenter/View/1529/Kodiak-Island-Borough-Fee- Schedule?bidId= Electronics recycling can be discussed with Thresholds Services Inc. at (907) 486-6551 or the contractors can opt for other off island disposal arrangements. If components associated with the city’s removed sirens are of like material and components to the existing KIB sirens, the KIB is interested in salvage of specific components to ensure functionality of the KIB sirens until replacement can be competed of the KIB assets. Question #11: Are all sirens currently operational? Answer #11 – All KIB existing sirens are currently functional. Addendum No. 2 Page 2 of 3 Outdoor Warning Siren System Replacement Project PN 20-03/4059 March , 2020 Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 99 of 367 AGENDA ITEM #13.A.1. Question #19: Where will excavated excess be placed? Answer #19 – The KIB will provide a designated site or sites for appropriate disposal of unsuitable soils generated from the KIB portion of this project. The contractor must hire a hauler for disposal transportation. Question #33: Will city of Kodiak and KIB assist with providing traffic control? Answer #33 – The KIB will not provide direct traffic control services for this project. The KIB may provide specific traffic control equipment to assist the successful bidder. Question #43: Due to topography, can the City of Kodiak ensure RF communication from end to end of the island or will a repeater be needed to be added to the cost of the bid? (if the KIB moves forward with their replacement) Answer #43: Currently the KIB Sirens are operated without a repeater. The KIB anticipates that a repeater will not be necessary. If a radio survey is required to ensure siren activation, a cost should be provided as a separate line item associated with the KIB proposal. Question #44: It was difficult to locate the exact location for Site 11 – Pasagshak Beach. Please provide more details on the location and the proximity to accessible power. Answer #44: The KIB had a study performed by a local vendor in anticipation of this project. A location adjacent to the intersection of Furin Way and Bayview Drive can be designated for siren placement within the road Right-of-Way. KEA power in the area is underground service along the entirety of Furin Way. Question #46 - Site 4 - Seabreeze Circle: There are multiple services mounted to this pole. Would it be acceptable moving the Giant Voice equipment on a new pole set nearby? Answer #46 – Seabreeze Circle is a KIB siren site. A new pole is preferred at this location. Question #47: A lot of the poles for the Borough were in good condition. Would the Borough consider using the existing poles rather than replacing the pole? Answer #47: The KIB will require costs associated with the installation of new poles at all locations including the two fire stations. Discussions regarding reuse of existing poles may be pursued with the successful bidder. Question #48: Please provide FCC documentation on the existing license owned by the Borough. Answer #48: The KIB will provide this information by specific written request from a qualified bidder. The KIB is prepared to answer additional questions within the timeframe allotted in the city’s proposal package timeframe. Addendum No. 2 Page 3 of 3 Outdoor Warning Siren System Replacement Project PN 20-03/4059 March , 2020 Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 100 of 367 AGENDA ITEM #13.A.1. City of Kodiak Outdoor Warning Siren System Replacement Project PN 20-03/4059 Addendum No. 3 April 3, 2020 To All Plan Holders and/or Prospective Bidders: The following change(s) and/or clarification(s) are made to the Plan and Specification Documents of Invitation to Bid for the Outdoor Warning Siren System Replacement Project PN 20-03/4059: 1. Transmission of electronic proposals will be accepted via Dropbox. Proposer shall provide the website and password to retrieve proposal to the City Manager mtvenge@city.kodiak.ak.us 2. Previously requested information - FCC Radio Station Authorization attached All Bidders shall acknowledge receipt and acceptance of this Addendum No. 3 in the Bid Form or by submitting the Addendum with the bid package. Bid Forms submitted without acknowledgment or without this Addendum will be considered in nonconformance. There are no changes to the Proposal opening Time and Location. Proposals will be opened at 2:00 p.m. at the City Manager’s Conference Room. Addendum No. 3 Page 1 of 1 Outdoor Warning Siren System Replacement Project PN 20-03/4059 April 3, 2020 Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 101 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 102 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 103 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 104 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 105 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 106 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 107 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... 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Page 122 of 367 AGENDA ITEM #13.A.1. NbttBmfsu©!jt!bo!bewbodfe!tpguxbsf!qsphsbn!gps!uif!pwfsbmm!dpouspm!boe!npojupsjoh!pg! ! ! ! 41!Kfggsjft!Tu/!Cptupo-!NB!13239!!}!!728/678/5:7:!!}!!bujtztufnt/dpn!!}!!jogpAbujtztufn/dpn Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 123 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 124 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 125 of 367 AGENDA ITEM #13.A.1. o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 126 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 127 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 128 of 367 AGENDA ITEM #13.A.1. 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Page 160 of 367 AGENDA ITEM #13.A.1. p p p p p p p p p p p p p p p p p p p p p p p p p p p p p p Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 161 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 162 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 163 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 164 of 367 AGENDA ITEM #13.A.1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 165 of 367 AGENDA ITEM #13.A.1. INTRODUCTORY LETTER April 10, 2020 Tvenge, City Manager City of Kodiak 710 Mill Bay Rd. Room 114 Kodiak, AK 99615 Re: Warning Siren Replacement Proposal Dear Mr. Tvenge, Federal Signal Corporation is pleased to present our proposal to furnish and install an outdoor warning siren replacement system for the City of Kodiak and the additive siren replacement for the Kodiak Island Borough. Enclosed with our proposal, we have included a bill of materials and quotation separate from the bid form to include pricing for the twelve (12) City of Kodiak Sirens, pricing for the additive of eleven (11) Kodiak Island Borough sirens, optional spares, and a reduced price/credit to both the City and Borough projects if the Kodiak Island Borough project is awarded as a complete project (refer to quotes SYSQ3152 and SYSQ3153 in the solution overview section). Federal Signal is a leading provider in designing and engineering mass notification solutions for communities and facilities around the world, offering the widest range of Electronic and Mechanical Sirens available today. Since manufacturing our first outdoor siren in 1917, we have proven the ability to deliver systems and solutions through the utilization of advanced motor design and cutting-edge amplifier and acoustic driver technology. Our systems provide the highest level of reliability and quality available today to increase safety, security, and provide early warning to workers, first responders, and communities around the world of natural disasters, biological hazards, industrial hazards, and national emergencies, to name a few. to estimate the Siren sound level. The SoundPLAN model is based on the International Standardization ISO 9613 and takes into account physical effects including geometrical divergence, atmospheric absorption, ground effect, reflection from surfaces, and screening by obstacles. Federal Signal Corporation I 2645 Federal Signal Drive I University Park, IL 60484 708-534-3400 (p) I www.fedsig.com I www.federalsignal.com 1 Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 166 of 367 AGENDA ITEM #13.A.1. We have included factory-trained personnel that will perform installation, testing, training, and support for this project. Our team is experienced in providing turnkey services that meet or exceed the needs of the City in the most expedient and economical manner possible. Below we provide a summary of the Federal Signal team and proposed roles. Vendor Role Prime vendor, manufacturer, system design, and project Federal Signal Corporation management West Shore Services Installation, training, and removal of the existing system Alster Communications Local Sales representative We are excited to have the opportunity to work with you to deliver a state-of-the-art solution that will assist you in achieving your goals and build a long-term successful partnership with you. We are confident in the high quality of our equipment and are pleased to offer an extension of our factory warranty. Our warranty for the Modulator siren has been extended to 5 years and the UltraVoice controller is 3 years. Please feel free to contact Bruce Ross at 858-264-8568 and/or bross@federalsignal.com should you have any questions or need further assistance. In addition, Paul J. Merkouris is our local sales representative in Alaska. He can be reached at 907-301-2168 and/or paul@alster.com. Sincerely, FEDERAL SIGNAL CORPORATION Bruce Ross WESTERN REGIONAL SALES MANAGER Federal Signal Corporation I 2645 Federal Signal Drive I University Park, IL 60484 708-534-3400 (p) I www.fedsig.com I www.federalsignal.com 2 Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement P... Page 167 of 367 AGENDA ITEM #13.A.2. KODIAK ISLAND BOROUGH STAFF REPORT MAY 7, 2020 ASSEMBLY REGULAR MEETING SUBJECT: Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Engineering Services Term Contract for the Providence Kodiak Island Medical Center Retaining Wall Repair Project. ORIGINATOR: Matt Gandel RECOMMENDATION: Authorize the Manager to Execute Change Order No. 5 Amending Contract FY2018-28 with Jensen Yorba Wall, Inc. of Juneau, Alaska for Architectural and Engineering Services Term Contract in an Amount Not to Exceed $112,491. DISCUSSION: Kodiak Island Borough Code 3.30.100 Change Orders - Manager Authority states that a change order greater than five percent of approved contract amount or $50,000, whichever is lower, requires Assembly approval. This is a change order to the Borough's term contract with Jensen Yorba Wall (JYW) to include design, bidding, and construction administration services for the Providence Kodiak Island Medical Center (PKIMC) Retaining Wall project. The retaining wall behind the hospital has been showing signs of deterioration for several years, and it is recommended that it be repaired before it gets much worse. The Assembly previously approved a change order to perform geotechnical investigation (drilling) to determine the subsurface conditions behind the wall, and this work was completed in October 2019. A report summarizing the geotechnical investigation is included in the backup to this agenda item. The design phase of this change order will include providing bid documents to describe the repair of the existing deteriorating wall portions and overlay of the entire wall with concrete. Design submittals will be provided for review at the 65% and 95% stage, with a professional construction cost estimate provided at 65%. The bid phase will be to provide assistance with questions during the bidding process, and construction administration will be review of submittals, answering contractor questions, and site inspections during construction. ALTERNATIVES: Take no action or deny approval of the change order. FISCAL IMPACT: The cost for this change is not to exceed $112,491. This design work will be funded by Renewal and Replacement funds collected through the lease with Providence Health and Services. This work and the cost has been discussed and agreed on by both Borough and Providence management staff. An item will be included on a future budget ordinance to transfer additional funds to this project for this design cost. OTHER INFORMATION: Kodiak Island Borough Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 168 of 367 AGENDA ITEM #13.A.2. TERM CONTRACT CHANGE ORDER KODIAK ISLAND BOROUGH Project Name:Project Number: 710 MILL BAY ROAD KODIAK, ALASKA 99615 PKIMC Retaining Wall495-537-452-140-20003 Contractor:Jensen Yorba Wall, Inc.Term Contract No.:2018-28Change Order No.:05 Original Project Budget:$150,000.00Original Contract:$0.00 Previous Budget Changes:$0.00Previous Changes:$227,401.00 Adjusted Project Budget:$150,000.00This Change:$NTE112,491.00 To-Date Project Expenses:$94,228.99% of Original Contract>5% To-Date Project Encumbrances:$6,300.47Adjusted Contract:$339,892.00 Current Remaining Project Budget:$49,470.54 Description of ChangeCost Provide design, bidding, and construction administration services for the Providence Kodiak Island $NTE 112,491.00 Medical Center Retaining Wall project per proposal date April 13, 2020. Design services to include 65%, 95%, and 100% submittals, with professional cost estimate at 65%. Design services to be lump sum; bidding, construction administration, and reimbursables to be time and materials. The time provided for completion of the contract is (unchanged) (increased) (decreased) by 0 calendar days. This document shall become an amendment to the contract and all provisions of the contract will apply thereto. Per Borough Code 3.30.100, a change order that does not exceed five percent of the original contract amount or $50,000, whichever is lower, requires approval by the mayor and deputy presiding officer, the mayor and one assembly member in the absence of thedeputy presiding office, or the deputy presiding officer and one assembly member in the absence of the mayor. Change orders greater than five percent of approved contract amount or $50,000, whichever is lower, require assembly approval. Accepted By:______________________________________________________________________________Date:__________ ContractorÓs Representative Recommended:_____________________________Date:______________________________________Date:__________ Engineering/Facilities DirectorFinance Director Approved By:______________________________Date:_________Attest:_________________________Date:_________ Borough ManagerBorough Clerk Mayor and Deputy Presiding Officer Approval (does not exceed five percent of the original contract amount or $50,000, whichever is lower) Approved By:______________________________Date:______________________________________Date:__________ Borough MayorDeputy Presiding Officer Borough Assembly Approval (greater than five percent of approved contract amount or $50,000, whichever is lower) Approved By:______________________________Date:_________Attest:________________________Date:__________ Borough ManagerBorough Clerk Revised 09/19Page 1of 1 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 169 of 367 AGENDA ITEM #13.A.2. 522 West 10th Street, Juneau, Alaska 99801 907.586.1070 jensenyorbawall.com Designing Community Since 1935 Date: April 13, 2020 To: KIB Facilities (Dave Conrad and Matt Gandel) From: Corey Wall Re: PKIMC Retaining Wall Retrofit (JYW No. 19031) Construction Document, Bidding and CA Fee Proposal JYW and our consulting engineering PND have been pleased to assist you with the development of the Providence Kodiak Island Medical Center Retaining Wall Retrofit project. At the conclusion of the Conceptual and Geotechnical phase of the project, we determined that capping the face of the existing wall with concrete would be the best way to stop the degradation of the wall. This fee proposal is for the design of this retrofit project. Items to note: 1. Design will include a base bid of a cast-in-place concrete facing wall. An alternate will be included in ƷŷĻ /5ƭ Ʒƚ ğƌƌƚǞ ŅƚƩ ğ ͻƭŷƚƷΏĭƩĻƷĻͼ ƭƦƩğǤĻķ ĭƚƓĭƩĻƷĻ ŅğĭźƓŭ͵ 2. The cast-in-place option will include form-liners for a decorative facing. We have included limited time for architectural coordination of the decorative facing with the assumption that it will be an existing standard design. We would be pleased to offer you a fee proposal to work with local artists if a custom design is desired instead of the standard liner options. 3. Design submittals will be at 65%, 95% and Bid-Ready Construction Documents. 4. There will be a single professional cost estimate after the 65% submittal. 5. Site visits for the engineers are included during design phase to verify site conditions. 6. No architectural site visits are included during the design with the assumption that presentations and meetings will be via phone or video. Thanks for the opportunity to continue working with you! Jensen Yorba Wall Architecture Interior Design Construction Management Page 1 of 1 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 170 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 171 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 172 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 173 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 174 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 175 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 176 of 367 AGENDA ITEM #13.A.2. March 13, 2020 PND 192017.02 Mr. Cory Wall Jensen Yorba Wall, Inc 522 Tenth Street Juneau, Alaska 99801 Re: Kodiak Medical Center Wall Retrofit Civil Engineering Final Design, Bid Support and Construction Engineering Services Fee Proposal Dear Cory, PND Engineers, Inc. (PND) appreciates the opportunity to continue to assist Jensen Yorba Wall, Inc. (JYW) on the Kodiak Medical Center Wall Retrofit Project. We understand that the Kodiak Island Borough would like to finalize the design to make improvements to the existing, deteriorating crib-wall along the west side of the Kodiak Medical Center Parking. PND developed a concept in January 2020. PND understands that we are to develop construction documents, assist in bidding and provide construction phase engineering services. This proposal letter outlines the scope of services, our design schedule and proposes an engineering fee. Anticipated Improvements Construction tasks are anticipated to include: 1)Cleaning the existing wall including removal of plant and shrub growth, and moss. 2)Repairing face beams on the existing crib wall. 3)Cutting the back of the sidewalk and periodically through the sidewalk and curb then install a continuous base of wall drain with periodic outlets at the existing gutter. 4)Installing a grid of concrete reinforcing bars. 5)Forming and placing concrete with concrete filling the voids at the face of the existing crib wall. Formwork will likely include a textured, reusable form liner so that the finished concrete has a aesthetically appealing face. 6)A top of wall cap that may include a walking surface and handrails. 9360 GLACIER HIGHWAY, SUITE 100 JUNEAU, ALASKA 99801 Phone 907.586.2093 Fax 907.586.2099 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 177 of 367 AGENDA ITEM #13.A.2. Page 2 Kodiak Medical Center Wall Retrofit and North Parking Lot Civil Engineering Design, Bid Support and Construction Services - Fee Proposal March 13, 2020 Scope of Engineering Services PND proposes the following services 1) Site Visit: A PND Engineer will visit the site and verify the wall height over the length, comparing the original design plans provided to PND and the actual conditions. The engineer will also attempt to identify the number and locations of face beams to be repaired. 2) Development of Construction Documents: PND will prepare plans, details and technical specifications for the wall improvements. This will include an invitation to bid, information to bidders, a bid schedule and bid item descriptions for a unit price contract. We Assume that Kodiak Island Borough will prepare the general construction contract and any supplemental conditions of the contract. We anticipate a 65% level design and 95% level design submittal. Following final review from Kodiak Island Borough we will develop bid ready, 100% construction documents. No cost estimating is included in this proposal. We assume that others will develop a cost estimate. PND will use the recent topographic survey and geotechnical report as a basis for design. 3) Bid Phase Support: PND will attend a pre bid meeting, respond to bidder questions and develop addenda. 4) Construction Phase Engineering: PND will review submittals, respond to contractor requests for information, assist in reviewing pay requests, be present at the pre-con meeting, perform periodic site visits and a final inspection. PND assumes that daily inspection, concrete sampling and testing will be performed by others. Schedule We can commence a site visit within 3 weeks after receiving notice to proceed. We anticipate taking 6 to 8 weeks after the site visit to develop final, bid ready, construction documents. Fees PND proposes to provide the above outlined services as follows: Site Visit and Preparation of Construction Documents, fixed fee: $46,846 Bid Phase Engineering, fixed fee $ 7,138 Construction Phase Engineering, time and expenses basis $32,908 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 178 of 367 AGENDA ITEM #13.A.2. Page 3 Kodiak Medical Center Wall Retrofit and North Parking Lot Civil Engineering Design, Bid Support and Construction Services - Fee Proposal March 13, 2020 Detailed breakdowns of these fees are attached. For fixed fee services we will monthly invoice on a percentage of completion basis. For time and expenses services we will monthly invoice our labor in accordance with the attached rate schedule and our expenses at cost plus 10 percent. Hopefully, this proposal suits your needs. If you have questions or need additional information, please feel free to contact me. We look forward to your response and working with you on this project. Sincerely PND Engineers | Juneau Office Chris Gianotti, P.E, S.E. Senior Engineer, Enc Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 179 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 180 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 181 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 182 of 367 AGENDA ITEM #13.A.2. PND ENGINEERS, INC. STANDARD RATE SCHEDULE Professional:Senior Engineer VII$195.00 Senior Engineer VI$180.00 Senior Engineer V$160.00 Senior Engineer IV$150.00 Senior Engineer III$140.00 Senior Engineer II$130.00 Senior Engineer I$120.00 Staff Engineer V$115.00 Staff Engineer IV$110.00 Staff Engineer III$105.00 Staff Engineer II$95.00 Staff Engineer I$90.00 Environmental Scientist VI$170.00 Environmental Scientist V$155.00 Environmental Scientist IV$140.00 Environmental Scientist III$125.00 Environmental Scientist II$110.00 Environmental Scientist I$95.00 GIS Specialist$95.00 Surveyors:Senior Land Surveyor III$125.00 Senior Land Surveyor II$115.00 Senior Land Surveyor I$105.00 Technicians:Technician VI$130.00 Technician V$115.00 Technician IV$95.00 Technician III$85.00 Technician II$75.00 Technician I$50.00 CAD Designer VI$115.00 CAD Designer V$105.00 CAD Designer IV$90.00 CAD Designer III$75.00 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 183 of 367 AGENDA ITEM #13.A.2. January 24, 2020 PND 172013 Mr. Corey Wall Jensen Yorba Wall, Inc 522 Tenth Street Juneau, Alaska 99801 Re: Kodiak Medical Center Retaining Wall and Parking Lot Updated Conceptual Narrative Dear Corey, Per your request PND Engineers, Inc. (PND) has reviewed the condition of the crib retaining wall at the Kodiak Medical Center, following the completion of the geotechnical investigation and analysis and updated our conceptual renovation plan. This letter includes the description of the wall renovation and the estimated cost for the renovation. We have also prepared a concept plan for a new parking lot in the undeveloped area northeast of the hospital. A rough order of magnitude (ROM) cost estimate and several concept drawings for this aspect of the project are also attached. The geotechnical investigation and analysis showed that the soils behind the wall generally consist of silty sands with gravel. The soil conditions were used to conduct a global stability analysis which showed that the existing wall is stable under static conditions. In a large design-level earthquake the wall will likely experience some deformation, although not to a degree that would significantly impact hospital operations and access. This design level earthquake is a moment magnitude 9 or above, similar to the 1964 Great Alaska Earthquake. The geotechnical conditions are discussed in greater detail in the PKIMC Retaining Wall Rehabilitation and Parking Lot Inspection Geotechnical Report dated December 2019 (currently in draft form). Retaining Wall The existing wall is deteriorating and the gravel within the concrete cribs is slowly eroding, and repairs are needed. If a solid, reinforced concrete face is placed on the exterior side of the wall cribs the erosion should stop and the deterioration of the cribs due to freeze-thaw action should be made insignificant. Groundwater reportedly weeps out of the voids between crib members in the existing wall face. Thus, if the porous existing face is capped with a relatively impervious new concrete face the groundwater will continue to move down to the base of the wall. This must be addressed via a new drainage system at the base of the wall to collect and remove the water and prevent the buildup of hydrostatic pressure. A perforated pipe in free-draining open-graded gravel with periodic tees and pipes under the sidewalk emptying into the gutter should be adequate to convey water from behind the new face to the onsite storm water collection system. 9360 GLACIER HIGHWAY, SUITE 100 JUNEAU, ALASKA 99801 Phone 907.586.2093 Fax 907.586.2099 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 184 of 367 AGENDA ITEM #13.A.2. Page 2 Kodiak Medical Center Retaining Wall Updated Renovation Conceptual Narrative January 24, 2020 The new face can be either shotcrete or formed cast-in-place concrete with a mesh of rebar to avoid or minimize cracking. We believe that a formed face will have a better appearance then shotcrete especially if a liner panel with a repetitive pattern is used. Typically, liner panels can be reused. The preliminary recommendation for the face consists of a minimum 6-inch thick concrete faced reinforced with No. 5 rebar at 12 inches on-center each way. Successful shotcrete construction in Kodiak, although possibly feasible, may require imported aggregate. The commercially-available concrete aggregate in Kodiak is typically highly angular and rectangular, and not conducive to pumping or shotcrete spraying. If a contractor believes that shotcrete is more economical than formed concrete, a value engineering proposal may be submitted and possibly approved after a sample is placed and found aesthetically acceptable. Due to the size of the wall it is likely that a re-usable, modular formwork system with many days of concrete placement will be economical. At the vertical edge of a concrete placement a bulkhead will need to be installed. This can be a keyed joint that will provide strength and allow the subsequent placement to be integrated into the previous placement. Due to wall height it is likely that a horizontal joint will be needed, and the formwork will need to be secured to the crib wall. Form ties can be embedded in epoxy in the ends of the existing concrete crib members. Some of the concrete crib members will need to be repaired. We recommend splicing new rebar to exposed rebar and encasing the new rebar in concrete. The encasement can occur while casting the wall face. The wall will need to be cleaned and all plant growth removed from the face of the wall. We envision mobile telescopic or scissor lifts with workers using power washers, portable saws and other equipment. Moss needs to be removed from the concrete cribs. Trees and shrubs need to be cut from their roots and pulled out. The estimated construction cost for this concept is $796,000 plus a contractorÔs mobilization of approximately $79,600. Indirect costs for design, bid phase assistance, contract and construction administration are estimated to be approximately $ 214,000. At this stage of design, we believe it is appropriate to include a contingency of 15%. Total estimated budget is $1,209,000. A detailed breakdown of this cost estimate is attached. Parking Lot We understand that KIB wishes to expand parking capacity at PKIMC. Discussions with you and KIB indicate that an additional 50 spaces are desired; the layout was developed with this as the primary design criteria. The attached drawings ÑAÒ and ÑBÒ depict the conception site plan and typical sections, respectively. The parking lot features an entrance near the north PKIMC driveway exiting Rezanof Drive, and 50 typical 9-foot wide, 17-foot long parking stalls. The stalls are oriented in two rows with a central 24-foot wide drive isle. To facilitate grades favorable to pedestrian and vehicular Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 185 of 367 AGENDA ITEM #13.A.2. Page 3 Kodiak Medical Center Retaining Wall Updated Renovation Conceptual Narrative January 24, 2020 traffic in adverse winter weather, retaining walls are located on both sides to support the cut in which the parking lot is situated. A concrete cast-in place wall is located on the northwest side, and a concrete block MSE wall to the southeast. Runoff generated by the parking lot will be conveyed to an underground storm drain system which will discharge into the existing system on Rezanof Drive. The existing soil is suitable subgrade although it must be excavated to accommodate KIBÔs preferred structural section with regard to frost depth, which consists of: 3 inches of asphalt concrete pavement, 4 inches of base course, and 30 inches of subbase. Three luminaires were included to illuminate the parking lot and driveway, enhancing safety. The construction cost estimate was assembled using our experience in Kodiak and past bid results for projects consisting of similar work items. The total construction cost, including a 15% contingency appropriate for concept-level design, is approximately $2.3 million. Professional services, including the current scoping and geotechnical phase, were estimated using industry- standard approximations as a percentage of construction cost. Total professional services through construction, including project administration by KIB, is estimated to be approximately $500,000. These figures yield a total recommended project budget for the parking lot component of approximately $2.8M. A detailed cost breakdown is attached. While alternative concepts were not explored in detail, reducing the parking lot to only the southeast row of parking may substantially reduce the overall cost. The expensive CIP wall could likely be eliminated which has a trickle-down effect to nearly every other item listed in the cost estimate. Closing PND appreciates the opportunity to provide the concept package for your consideration. Please review at your earliest convenience Ï we are available via teleconference to discuss these documents in greater detail if necessary. We look forward to your comments and finalizing the concept work on this project. If you have questions or need additional information, please feel free to contact me. Sincerely PND Engineers | Juneau Office Chris Gianotti, P.E, S.E. Senior Engineer, Vice President Enclosures: Retaining Wall Rehabilitation Cost Estimate Parking Lot Concept Drawings Parking Lot Cost Estimate Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 186 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 187 of 367 AGENDA ITEM #13.A.2. YƚķźğƉaĻķźĭğƌ/ĻƓƷĻƩbƚƩƷŷĻğƭƷtğƩƉźƓŭ\[ƚƷ /ƚƓƭƷƩǒĭƷźƚƓ/ƚƭƷ9ƭƷźƒğƷĻ ItemNo.ItemDescriptionQty.UnitUnitCostTotalCost 1MobilizationAllReq'dLS$170,000$180,000 2RemoveCurb&Gutter50LF$10$500 3DemolishExistingCribWall100LF$250$25,000 4RemoveandRelocateGuyAnchor1EA$2,000$2,000 5UnusableExcavation34000CY$20$680,000 6Subbase1900CY$60$114,000 7BaseCourse400CY$65$26,000 8StormDrainCatchBasin3EA$3,500$10,500 918InchCIPPStormDrainPipe200LF$60$12,000 10VerticalCurbandGutter300LF$60$18,000 11VerticalCurb70LF$55$3,850 12AsphaltConcretePavement350Tons$275$96,250 13ConcreteApronw/ValleyGutter25SY$125$3,125 14ConcreteMSEWallAllReq'dLS$60,000$60,000 15ConcreteCIPWallAllReq'dLS$600,000$600,000 16ConcreteParkingBumpers25EA$250$6,250 17StripingAllReq'dLS$10,000$10,000 18SWPPPAllReq'dLS$5,000$5,000 19ConstructionSurveyingAllReq'dLS$20,000$20,000 20TrafficControlAllReq'dLS$15,000$15,000 21SeedingAllReq'dLS$10,000$10,000 22Luminaires3EA$30,000$90,000 ConstructionCost$1,987,475 Contingency(15%ofestimatedConstructionCost)$298,121 TotalConstructionCost$2,285,596 tƩƚŅĻƭƭźƚƓğƌ{ĻƩǝźĭĻƭ ProjectScopingConceptandGeotech$36,000 DesignServices(estimatedat8%ofTotalConstructionCost)$182,848 BidPhaseServices(estimatedat2%ofTotalConstructionCost)$45,712 KIBProjectAdministration(estimatedat5%ofTotalConstructionCost)$114,280 CA/CI(estimatedat6%ofTotalConstructionCost)$119,249 TotalRecommendedProjectBudget$2,783,684 PNDEngineers 9360GlacierHighway,Ste100 January24,2020 JuneauAK99801 SS Ph9075862093 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 188 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 189 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 190 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 191 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report TABLE OF CONTENTS Table of Figures .................................................................................................................................................................. ii List of Tables ...................................................................................................................................................................... iii Appendices .......................................................................................................................................................................... iii 1.INTRODUCTION ................................................................................................................................................... 1 2.PROJECT BACKGROUND AND DESCRIPTION ....................................................................................... 1 2.1Description ........................................................................................................................................................ 1 2.2Site Geography .................................................................................................................................................. 2 2.3Existing Site Conditions .................................................................................................................................. 3 2.4Regional Seismicity and Seismic Hazards ..................................................................................................... 3 2.5Site Geology ...................................................................................................................................................... 5 2.6Regional Climate ............................................................................................................................................... 6 3.HISTORICAL INVESTIGATIONS .................................................................................................................... 6 4.FIELD INVESTIGATION .................................................................................................................................... 6 4.1Geotechnical Exploration ............................................................................................................................... 6 4.2Equipment and Methods ................................................................................................................................. 6 5.LABORATORY TESTING ................................................................................................................................... 8 6.INVESTIGATION RESULTS .............................................................................................................................. 8 6.1Soil Lithology and Composition .................................................................................................................... 8 6.2Bedrock .............................................................................................................................................................. 9 6.3Groundwater ..................................................................................................................................................... 9 7.GEOTECHNICAL ANALYSIS and DESIGN RECOMMENDATIONS ................................................. 9 7.1Data Reduction ................................................................................................................................................. 9 Split-Barrel Sampler Blow Counts .......................................................................................................................... 9 Moisture Content ..................................................................................................................................................... 12 7.1General Design Soil Properties .................................................................................................................... 13 7.2Wall Rehabilitation Alternatives ................................................................................................................... 14 i Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... 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December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report Soil Nails ................................................................................................................................................................... 14 Replacement Wall .................................................................................................................................................... 15 Shotcrete Facing ....................................................................................................................................................... 15 7.3Design Considerations ................................................................................................................................... 15 Bearing Capacity and Elastic Settlement .............................................................................................................. 15 Primary Consolidation and Secondary Compression Settlement .................................................................... 15 Lateral Load Resistance .......................................................................................................................................... 15 7.4Seismic Design Parameters ........................................................................................................................... 16 7.5Fault Rupture................................................................................................................................................... 17 7.6Liquefaction ..................................................................................................................................................... 17 7.7Global Stability ................................................................................................................................................ 17 7.8Lateral Spreading ............................................................................................................................................ 20 8.CONSTRUCTION RECOMMENDATIONS ................................................................................................. 20 8.1Construction Materials and Compaction .................................................................................................... 20 Base Course .............................................................................................................................................................. 21 Structural Fill ............................................................................................................................................................ 21 8.2Structural Fill Sections ................................................................................................................................... 21 8.3Excavation ....................................................................................................................................................... 21 8.4Drainage and Control of Water .................................................................................................................... 21 8.5Potential Contamination ................................................................................................................................ 22 9.LIMITATIONS and CLOSURE .......................................................................................................................... 22 10.REFERENCES ................................................................................................................................................... 23 Table of Figures Figure 2-1: Vicinity Map and Site Imagery (from Google Earth) ............................................................................... 2 Figure 2-2: Existing concrete crib retaining wall ........................................................................................................... 3 Figure 2-3: View of PKIMC, looking southwest from Long Term Care building ................................................... 3 Figure 2-4: Area of proposed parking lot, looking east from Long Term Care building ........................................ 3 ii Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... 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December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report Figure 2-5: Kodiak and Southwest Alaska Seismicity Map .......................................................................................... 5 Figure 4-1: Geoprobe 7822DT Drill Rig ........................................................................................................................ 7 Figure 6-1: Typical matrix-supported silty sand with gravel, predominant soil type at the site ............................. 9 Figure 6-2: Bedrock sample from investigation ............................................................................................................. 9 Figure 7-1: Uncorrected Field Blow Count N vs. Depth ........................................................................................... 10 Figure 7-2: Uncorrected Field Blow Count N vs. Elevation ..................................................................................... 10 Figure 7-3: Corrected Blow Count N60 vs. Depth ..................................................................................................... 11 Figure 7-4: Corrected Blow Count N60 vs. Elevation ................................................................................................ 11 Figure 7-5: Corrected Blow Count (N1)60 vs. Depth ................................................................................................ 12 Figure 7-6: Corrected Blow Count (N1)60 vs. Elevation ........................................................................................... 12 Figure 7-7: Moisture Content vs. Depth ....................................................................................................................... 13 Figure 7-8: Moisture Content vs. Elevation ................................................................................................................. 13 Figure 7-9: Soil nail wall illustration ............................................................................................................................... 14 Figure 7-10: Shotcrete wall construction ....................................................................................................................... 15 Figure 7-11: Global Stability Long-Term Scenario ...................................................................................................... 17 Figure 7-12: Global Stability Seismic Scenario ............................................................................................................. 18 Figure 7-13: Global Stability Static Analysis Results ................................................................................................... 19 Figure 7-14: Global Stability Seismic Analysis Results ............................................................................................... 20 List of Tables Table 6-1: Borehole Summary .......................................................................................................................................... 8 Table 7-1: General Design Soil Properties .................................................................................................................... 14 Table 7-2: Seismic Design Parameters ........................................................................................................................... 16 Appendices Appendix A. Vicinity Map, Exising Conditions with Borehole Locations, and Subsurface Profile Drawings Appendix B. Borehole Logs Appendix C. Laboratory Test Results iii Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 194 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report Appendix D. Soil and Rock Sample Photographs Appendix E. Climate Summaries Appendix F. GBA Publication Ï Important Information about your Geotechnical-Engineering Report iv Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 195 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report 1.INTRODUCTION This report presents the results of a geotechnical field investigation, performed by PND Engineers, Inc. (PND), and design recommendations developed by PND for the Kodiak Island Borough in support of the proposed Providence Kodiak Island Medical Center Retaining Wall Rehabilitation and Parking Lot Expansion project in Kodiak, Alaska. The report has been prepared by PND and provides geotechnical data gathered during the field investigation, laboratory results from testing performed on selected retained soil samples, geotechnical design recommendations, and construction considerations. The objective of the geotechnical investigation was to delineate and characterize soil across the project site. The information was utilized in developing design recommendations and geotechnical considerations. The recommendations contained herein are based on professional judgment and experience utilizing data collected during the field geotechnical investigation. Recommendations contained in this report should be considered as options; other alternatives may be feasible and may become more apparent and preferred as design progresses. PND performed the work in general accordance with the proposal Kodiak Medical Center Wall Retrofit and North Parking Lot Geotechnical and Civil Engineering Conceptual Design Services Ï Fee Proposal, dated June 24, 2019. The work was authorized via email on August 20, 2019. All data is presented in the report appendices. The report contains six appendices: Appendix A Ï Vicinity Map, Existing Conditions with Borehole Locations, and Subsurface Profile Drawings presents a site map, as-built test hole locations, and a lithological profile section. Appendix B Ï Borehole and CPT Logs presents the complete graphical test hole log set from the exploration. Appendix C Ï Laboratory Test Results presents the complete summary of results from the laboratory testing program. Appendix D Ï Soil and Rock Sample Photographs presents field photographs of individual soil and rock samples. Appendix E Ï Climate Summaries presents climate data for the site pertaining to historical temperature and precipitation variation. Appendix F Ï GBA Publication describes the reports intended use, applicability and limitations. 2.PROJECT BACKGROUND AND DESCRIPTION 2.1D ESCRIPTION The general scope of the proposed project consists of rehabilitating or replacing an existing retaining wall near the Providence Kodiak Island Medical Center (PKIMC), and constructing a new parking lot north of PKIMC, located at 1915 East Rezanof Drive in Kodiak, Alaska. The existing retaining wall supports a cut in 1 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 196 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report the hillside northwest of PKIMC. The new parking lot is intended to relieve parking congestion for PKIMC employees and patrons. Figure21:VicinityMapandSiteImagery(fromGoogleEarth) 2.2S ITE G EOGRAPHY The city of Kodiak resides on the northeast end of Kodiak Island, the largest island of the Kodiak Archipelago located off AlaskaÔs southern coast, and is the borough seat of the Kodiak Island Borough. The 2018 population was estimated to be 5,968 residents (United States Census Bureau). The project site is centrally located in the urban area of Kodiak, and approximately six miles northeast of Kodiak Benny Benson State Airport. 2 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 197 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report 2.3E XISTING S ITE C ONDITIONS The project site resides adjacent to East Rezanof Drive and between the PKIMC at the base of the hill and Providence Chiniak Bay Elder House at its crest. Site coordinates are approximately Latitude 57.802°N, Longitude 152.374°W. The existing retaining wall that provides some of the vertical separation between PKIMC and the facilities above is a concrete crib type wall. The wall has a total length of about 800 feet; the southeast terminus is located at the northwest end of Chichenof Street. From there, the wall extends about 700 feet northeast where it curves horizontally to a general southeast bearing for Figure22:Existingconcretecribretainingwall another 100 feet. There the wall terminates near the PKIMC driveway exiting East Rezanof Drive. The wall tapers from essentially no height at its southwest terminus to a maximum height of approximately 30 feet near the horizontal curve, before again tapering to nothing near East Rezanof Drive. The crib wall consists of stacked reinforced concrete members oriented parallel and perpendicular to the face of the wall creating rectangle-shaped ÑcellsÒ between members. The wall is either one or two cells thick, with the shorter sections having one cell and taller sections having two. The wall face is battered at approximately 1:4 (horizontal:vertical). The cells are filled with clean, angular gravel, creating a gravity-type retaining wall. The concrete members on the wall face exhibit signs of Figure23:ViewofPKIMC,lookingsouthwest deterioration, ranging from minor spalling to complete fromLongTermCarebuilding loss of concrete and exposed reinforcement. The hillside above the retaining wall and in the undeveloped area northeast of PKIMC is vegetated with tall grass, shrubs and few evergreen trees. Slopes generally vary between 3:1 and 2:1. The hillside was previously forested; when it was cleared the stumps were left behind and are now covered in grass, largely out of sight. A site map depicting the existing conditions is attached in Appendix A. 2.4R EGIONAL S EISMICITY AND S EISMIC H AZARDS Kodiak Island lies within a seismically active region Figure24:Areaofproposedparkinglot, where the Pacific and the North America Plates meet. lookingeastfromLongTermCarebuilding Kodiak Island sits northwest of Aleutian Megathrust Subduction Zone Interface, the source of the 9.2-Moment Magnitude (M) 1964 Alaska earthquake that w 3 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 198 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report ruptured more than 800 kilometers along the strike of the subduction zone interface (Shennan et al., 2009). Twelve large earthquakes have been produced in this zone since 1900, most recently the 7.9-Mstrike-slip w earthquake that occurred on January 23, 2018 about 175 miles southeast of Kodiak. A 2001 study for the Monashka Dam on Kodiak Island, approximately 4 miles northwest of the project site, studied various design earthquake scenarios and determined site-specific ground motion parameters based on both probabilistic and deterministic seismic hazard assessment methods. The study concluded a Maximum Credible Earthquake (MCE) could occur at this site based on a 9+ M megathrust event yielding a peak w ground acceleration (PGA) of 0.52g, and a Magnitude 7 intraplate event resulting in a PGA of 0.51g. A map illustrating the seismic activity and features in Kodiak and Southwest Alaska is displayed in Figure 2-5: 4 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 199 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report Figure25:KodiakandSouthwestAlaskaSeismicityMap 2.5S ITE G EOLOGY Rugged topography and typically thin soil cover on Kodiak Island are the result of glaciations that almost completely covered the island during Pleistocene time. The present topographic form of the island, characterized by steep headlands, cliffs, and prominent bluffs is largely the product of severe glacial gouging and erosion. The majority of glacial debris was carried out to sea by the ice masses resulting in thin soil cover in most areas. Regional volcanic activity has also contributed to overburden in the Kodiak area. The 1912 eruption of Mt. Katmai blanketed the area with volcanic ash and pumice up to several feet thick. The ash is typically light 5 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 200 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report brown to tan in color and resembles sand and powdered pumice in texture. The ash within the city of Kodiak generally lies above glacial depositions. Organic peat is commonly found above and/or below ash deposits. Predominant bedrock types in the northeast part of Kodiak Island are Cretaceous metamorphosed marine sediments consisting of beds of slate, phyllite and greywacke and to a lesser degree conglomerates. These beds generally strike northeast 30° to 40° and dip steeply northwest at 50° to 90°. There are many localized variations of these trends due to intensive folding and faulting of the rock strata. The beds are usually arranged as alternating thin bands of slate and greywacke from one inch to one foot thick with some individual massive slate or greywacke beds measuring upwards of 100 ft in thickness. The phyllite and slate exhibit bedding planes and secondary slaty cleavage. Phyllite and slate weather rapidly when exposed and break into soft flaky material. Phyllite and slate beds are generally incompetent and yield readily to shearing stresses. The greywacke beds, on the contrary, are usually highly competent and rigid while showing well-developed jointing planes. 2.6R EGIONAL C LIMATE The Kodiak region experiences coastal marine climate conditions characterized by abundant precipitation and limited daily and annual temperature variation. The average monthly temperatures recorded in Kodiak range from about 31° to 55°F. Daily extreme temperatures have been recorded from -16° to 82°F. Average annual precipitation is 77 inches; average annual total snowfall is approximately 76 inches. Climate data was obtained from the Western Regional Climate Center Kodiak Airport station for the years 1973 to 2012 and is attached in Appendix E. 3.HISTORICAL INVESTIGATIONS Immediately prior to this geotechnical investigation, an environmental exploration was conducted around PKIMC to determine if contamination was present at the site. Draft test hole logs were provided for this investigation and were incorporated into the assessment of site lithology. The test hole locations are shown in plan and section in Appendix A. Soils encountered during the environmental investigation appear similar to those observed in this investigation. 4.FIELD INVESTIGATION 4.1G EOTECHNICAL E XPLORATION The geotechnical field investigation was performed in September 2019. Three boreholes (B-1, B-2, and B-3) were drilled during this investigation and were located behind the existing retaining wall and within the proposed new parking area footprint. Additionally, Cone Penetration Testing (CPT) was performed at three locations (C-1, C-2 and C-3) in the same areas. A site map displaying the borehole locations is attached in Appendix A. Boreholes generally consisted of drilling and soil sampling at regular intervals, and rock coring at one location. CPTs involved pushing an instrumentized probe into the ground until refusal conditions were encountered The boreholes and CPTs were completed using a track-mounted drill rig owned and operated by Discovery Drilling, Inc. of Anchorage, Alaska. PND field personnel provided oversight, directed the work, and documented findings during the investigation. 4.2E QUIPMENT AND M ETHODS Borehole and CPT locations were selected on site based on drill rig access. After completion of the investigation, the as-built locations and collar elevations were recorded by Kodiak Land Surveying. Upon completion of each borehole, the holes were backfilled with drill cuttings. 6 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 201 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report The borings and CPTs were continuously monitored by PND personnel who documented drilling operations, examined and classified the soils encountered, obtained representative samples, and prepared a detailed log of each boring. Each sample obtained was photographed and visually classified in the field before being placed in sealable plastics bags. Drilling and sampling was performed using a Geoprobe 7822DT track-mounted drill rig (Figure 4-1). Air-rotary (ODEX) drill tooling included 4-inch inside diameter 5 (I.D.) flush-couple steel casing 2 /-inch outside 8 diameter (O.D.) NWJ drill rod, and down-the-hole percussion hammer. Subsurface soil samples were generally collected using a 3-inch O.D., 2.5-inch I.D. split-barrel sampler driven with a 340-pound automatic hammer free-falling 30 inches. Soil sampling was performed at the surface and at 5-foot intervals thereafter until either bedrock was encountered or the boring was advanced to about 50 feet below ground surface (bgs). Bedrock coring was performed at one location using a single-tube NQ core barrel. CPT Figure41:Geoprobe7822DTDrillRig equipment and tooling consisted of the NOVA CPT suite by Geoprobe. During soil sample collection with a split-barrel sampler, the number of blows required for every 6 inches of sampler penetration was recorded in the field. These blow counts are shown in the borehole logs in Appendix B. Note that the blow counts recorded in the borehole logs are uncorrected ÑfieldÒ blow counts. These values should be corrected appropriately prior to making any Standard Penetration Test (SPT) N-value correlations for use in design or material property assessment. During CPT probe advancement, real-time direct measurements of probe tip and sleeve resistance, as well as pore pressure, are recorded electronically. The measurements can be correlated to a number of useful soil properties, and the correlations are generally favored over those derived from SPT values although no physical soil sample is gathered. Sampling methods and classification for soils was based on the Unified Soil Classification System (USCS) and the following ASTM standards: ASTM D1586 Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils ASTM D2113 Standard Practice for Rock Core Drilling and Sampling of Rock for Site Investigations ASTM D2488 Standard Practice for Description and Identification of Soils (Visual-Manual Procedure) ASTM D5434 Standard Guide for Field Logging of Subsurface Explorations of Soil and Rock ASTM D5778 Standard Test Method for Electronic Friction Cone and Piezocone Penetration Testing of Soils Selected soil samples were transported to PNDÔs Soils-Material Laboratory in Anchorage, Alaska for additional testing upon completion of the field investigation. 7 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 202 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report 5.LABORATORY TESTING Selected soil samples were subjected to laboratory tests to evaluate soil index properties. All testing was performed at PNDÔs Anchorage laboratory. Soil index tests included determination of grain size distribution, moisture content, and plasticity characteristics. Soil classification ASTM D2487 was used to classify the soil samples per the USCS based on the laboratory testing results. The grain-size distribution of selected soil samples was determined using sieve analyses in accordance with ASTM D6913. The results of these analyses were plotted and classified in general accordance with USCS. Moisture content tests on select soil samples were completed in accordance with ASTM D2216. Plasticity characteristics were determined in accordance with ASTM D4318. A complete sample summary, and all individual laboratory test results, can be found in Appendix C. 6.INVESTIGATION RESULTS Logs of subsurface conditions encountered in the drilling program are included in Appendix B. Borehole log standard details are shown on Figure B-1 which includes a description of the soil classification system and descriptions of symbols used on the logs. Photographs of soil samples obtained are included in Appendix D and provide for visual reference of the sampled material. Generalized subsurface profiles developed based on the borehole logs are attached in Appendix A, Sheet 3 through 6. A borehole summary is provided in Table 6-1. Table61:BoreholeSummary CollarDepthtoBedrockBorehole/CPT Borehole/CPTElevationBedrockElevationTerminationDepth ****** DesignationLatitudeLongitude(ft)(ftbgs)(ft)(ftbgs) B157°48'7.98"N152°22'24.00"W161.7N/AN/A55 B257°48'8.28"N152°22'20.58"W141.730111.732 B357°48'6.24"N152°22'30.54"W150.57575.579 C157°48'9.18"N152°22'20.04"W162.6N/AN/AN/A C257°48'5.16"N152°22'33.42"W136.1N/AN/AN/A C357°48'7.02"N152°22'22.56"W122.520102.520 6.1S OIL L ITHOLOGY AND C OMPOSITION The soil profile within the limits of the investigation generally consists of the following, presented in order of depth encountered: Surficial organic mat and peat, ranging in thickness from about 0.5 feet to 6 feet; Volcanic ash, consisting primarily of loose, fine sand, approximately 2 feet thick; Silty sand with gravel, 27 to 68 feet thick, overlying bedrock. The coarse component (sand and gravel) is supported by the fine-grained silty matrix, giving the soil a ÑcementedÒ appearance. 8 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 203 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report Soil lithology is detailed in Appendices A, B, and C respectively showing lithologic cross-sections, borehole logs, and laboratory results. 6.2B EDROCK Bedrock was presumably encountered in three test locations (B-2, B-3, and C-3) and was confirmed by coring at one test location (B-3). Bedrock encountered is a dark gray marine slaty argillite. 6.3G ROUNDWATER Groundwater was not distinctly observed in any test location in this investigation. Nearby borings from past explorations indicate that groundwater is shallow in the Figure61:Typicalmatrixsupportedsiltysand driveway and parking area adjacent to the base of the withgravel,predominantsoiltypeatthesite existing retaining wall. Figure62:Bedrocksamplefrominvestigation 7.GEOTECHNICAL ANALYSIS and DESIGN RECOMMENDATIONS 7.1D ATA R EDUCTION Split-Barrel Sampler Blow Counts Figure 7-1 through Figure 7-6 show split-barrel sampler penetration blow counts versus depth below ground surface (bgs) and elevation. Field blow count values are denoted N, and corrected blow values are denoted N60 and (N1)60. Corrected resistance values were computed using industry-standard correlations. Some split barrel samples sank under the weight of the rod (Ñself-weightÒ). These blow counts are recorded as Ñ0Ò on the borehole logs. 9 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 204 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report FieldBlowCount,NFieldBlowCount,N 010203040010203040 0170 160 10 150 20 140 B1B1 B2B2 30B3130B3 120 40 110 50 100 6090 Figure71:UncorrectedFieldBlowCountNvs. Figure72:UncorrectedFieldBlowCountNvs. Depth Elevation 10 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 205 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report CorrectedBlowCount,N60 CorrectedBlowCount,N60 0204060 0204060 170 0 160 10 150 20 140 B1B1 B2B2 130 30B3B3 120 40 110 50 100 6090 Figure73:CorrectedBlowCountN60vs.DepthFigure74:CorrectedBlowCountN60vs.Elevation 11 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 206 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report CorrectedBlowCount,(N1)60 CorrectedBlowCount,(N1)60 0204060 0204060 170 0 160 10 150 20 140 B1B1 B2B2 130 30B3B3 120 40 110 50 100 60 90 Figure75:CorrectedBlowCount(N1)60vs.DepthFigure76:CorrectedBlowCount(N1)60vs. Elevation Moisture Content Moisture contents of retained samples, as determined from laboratory testing, are plotted against depth and elevation in Figure 7-7 and Figure 7-8, respectively. 12 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 207 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report MoistureContent,% MoistureContent,% 010203040 010203040 0 150 10 140 20 130 B1B1 B2B2 30B3B3 120 40 110 50 100 60 90 Figure77:MoistureContentvs.DepthFigure78:MoistureContentvs.Elevation 7.1G ENERAL D ESIGN S OIL P ROPERTIES Table 7-1 presents the recommended design soil properties for the project site. Values were estimated based on blow count correlations found in Das (2007), Bowles (1996), and Coduto (1999), and CPT correlations computed using the software program CPeT-IT by GeoLogismiki. 13 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 208 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report Table71:GeneralDesignSoilProperties EffectiveFriction UnitWeightUndrainedShearElastic 1 SoilType(pcf)Angle,(degrees)Strength,ƭ(psf)Modulus(ksf) ǒ SurficialAsh/OrganicSilt9028010 2 SiltySand135351700750 StructuralFill(Future)1354203,500 1 Soil unit weights presented are for soils above the water table, and should be adjusted accordingly to a buoyant unit weight when soils are located below the water table. 2 The undrained shear strength for Silty Sand should only be used when the soil is located below the water table. The Silty Sand is considered a transitional soil because it contains significant components of both coarse- grained and fine-grained particles. While predominantly coarse-grained, it is generally recognized that fine- grained components in excess of 35% by weight heavily influence and sometimes govern the soil behavior, particularly when loaded. Hence both a friction angle and undrained shear strength are presented, but should not be used concurrently when modeling the soil. Friction angle should be used under long term conditions both above and below the water table, and undrained shear strength should be used below the water table when evaluating short-term loading conditions. Structural Fill, as defined in Table 7-1, is inclusive of all imported material (base course and structural fill) as defined in Section 8.1. 7.2W ALL R EHABILITATION A LTERNATIVES Several methods for rehabilitating the existing retaining wall may be considered. The focus of this report is strictly on geotechnical considerations, and structural components should be evaluated before proceeding with a preferred alternative. Soil Nails Soil nails are steel rods drilled into the earthen cut to be retained, and are anchored into the soil with either grout, epoxy or by mechanical means. The rods are typically tensioned against a reinforced shotcrete face covering the exposed soil cut, and a second concrete face (either shotcrete, a formed cast-in-place wall, or precast panels or blocks) is then constructed to conceal the exposed portion of the rods and associated nuts and bearing plates. The soils at the site are suitable for soil nail installation, although cobbles and boulders may result in installation difficulties. Figure79:Soilnailwallillustration In this case, the soil nails would be installed through the voids between crib members, which appear to be in plane horizontally across the wall section. The wall batter also favorable lends itself to typical recommended plunge angles of soil nails (minimum 10°, commonly 15° down from horizontal). Soil nails rely on bond strength in the effective length to resist pull-out. Several publications, such as the Soil Nail Walls Reference Manual (AASHTO, 2015) provide recommended bond strengths for various soil types. For the purpose of preliminary analysis, the ultimate bond strength for the predominant soil type at the project site may be taken as 25 pounds per square inch. This unit strength, when multiplied by the borehole diameter and the effective length, will yield an ultimate pullout resistance. The effective length is defined as the length of rod beyond the anticipated soil failure plane; the failure plane is typically measured up from j / horizontal, originating at the base of the wall, at an angle equal to 45+, where j is the soilÔs effective 2 internal friction angle (see Table 7-1). The nail length and spacing will depend on the magnitude the loads 14 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 209 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report they are resisting, as well as the strength of the facing material. Common horizontal and vertical spacings are on the order of 5 to 7 feet. Replacement Wall Constructing a replacement retaining wall in front of the existing wall will require typical retaining wall design considerations including assessments of vertical loads, lateral earth pressures, bearing capacity, sliding, overturning and uplift. If this option is pursued, the new wall should be evaluated as a stand-alone wall and assume that the existing crib wall will eventually yield. Shotcrete Facing If the existing wall is found to be generally adequate structurally and the primary concern is concrete Figure710:Shotcretewallconstruction deterioration due to weathering, it may prove most economical to encapsulate the exposed deteriorating concrete in new concrete by applying shotcrete to the existing wall face and exterior cells. This alternative will require thorough evaluation by structural engineers. 7.3D ESIGN C ONSIDERATIONS All retaining walls must be designed with consideration given to bearing capacity, settlement, and lateral pressures including lateral earth pressures, surcharge or surface loads, hydrostatic pressures, and seismic forces. Any retaining walls should be designed following the current edition of the IBC including any location amendments. Bearing Capacity and Elastic Settlement Bearing capacity and elastic settlement was evaluated using the values presented in Table 7-1. The foundation was assumed to be a continuous (strip) footing at a depth of 3 feet bgs. The water table was modeled at 3 feet bgs. Results of this initial analysis indicate that bearing capacity governs over elastic settlement, and an allowable bearing pressure of 3,500 pounds per square foot should be considered for footing widths between 4 feet and 10 feet. This includes a factor of safety of 3. Other footing widths will require further analysis. This recommendation applies to continuous footings that are not eccentrically loaded. The effective bearing area of eccentrically loaded footings will be less than the actual footing dimensions, and may vary depending on anticipated design loads and eccentricity. Values may be increased by 33% when considering short term transient loads, such as wind and seismic forces. Primary Consolidation and Secondary Compression Settlement Long-term settlement occurs when soil consolidates over time due to an induced load, such as building foundation loads. Two types of long-term settlement are typically considered: primary consolidation and secondary compression. Primary consolidation and secondary compression settlement occur in saturated cohesive soils. Poor drainage within the soil fabric does not allow for rapid dissipation of excess poor pressures caused by the induced load. Over time, the soil consolidates as the poor pressures dissipate. The existing retaining wall does not exhibit signs of long-term settlement. The silty sand deposit at the project site is likely overconsolidated and the new loads introduced by any rehabilitation efforts for the retaining wall are not expected to be significant enough to induce settlement. Lateral Load Resistance Lateral loads on conventional retaining walls will be resisted by the dead weight of the structure, the soil weight over the wall footing, passive earth pressures developed against the footing block, and frictional resistance against the base of the footing. A coefficient of friction of 0.45 is recommended to be used for 15 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 210 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report resistance of footings to lateral sliding, assuming concrete footings are cast directly against sand and gravel (structural fill). Precast footings should use a coefficient of friction of 0.30. The passive resistance and sliding coefficient are permitted to be used together with no reduction. Soil nail walls resist lateral forces based on the nail/soil bond as discussed in Section 7.2. The magnitude of lateral earth pressure is a function of the type and density of the soil behind the wall and the allowable movement of the structure with respect to the backfill. For walls allowed to deflect laterally or rotate an amount equal to about 0.001 times the height of the wall, an active earth pressure condition under static loading would prevail. If movement is restricted, the lateral earth pressure should be designed for an at- rest condition. Use of the soil strength parameters for Silty Sand in the long-term condition, provided in Table 7-1, is recommended for any retaining wall rehabilitation design. A replacement retaining wall may use alternate values if the backfill material will have greater influence on the retaining wall than the silty sand. The parameters in Table 7-1 allow for the computation of lateral earth pressure ÑKÒ coefficient for the design soil-structure state of either ÑactiveÔ, Ñat-restÒ, or ÑpassiveÒ conditions. Additionally, the lateral earth pressure should consider the angle of the soil behind and in front of the retaining wall, any surcharge, distributed, or point loads, and wall-to-soil interface friction. Engineering judgment should be exercised as to which state the wall is in when calculating driving and resisting forces from the soil for external stability. Consideration should also be given to any compaction-induced lateral earth pressure. The external stability of sliding and overturning should have minimum factors of safety of 1.5 and 2.0, respectively. 7.4S EISMIC D ESIGN P ARAMETERS Structures in Kodiak shall be designed to resist seismic loads in accordance with the appropriate design codes. Ground motions associated with the Maximum Considered Earthquake (MCE) have a probability of exceedance of 2% in a 50-year timeframe, which correlates to an average return period of 2,475 years. This seismic event is mandated by the International Building Code (IBC) and ASCE 7 for buildings, building- related structures and certain non-building facilities. Moment magnitude was obtained from the United States Geological Survey (USGS) online Unified Hazard Tool. All other parameters were obtained from the Applied Technology CouncilÔs online site-specific hazards utility using the 2105 IBC as the reference document. All seismic parameters are given in Table 7-2. Table72:SeismicDesignParameters SeismicEvent(ReturnPeriod,MCE ProbabilityofExceedance):(2,475years,2%in50years) SiteClass:C RiskCategory:IV* PeakGroundAcceleration(PGA):0.642g S(0.2secperiodacceleration):1.532g s S(1.0secperiodacceleration):0.908g 1 F:1.0 PGA F:1.0 a F:1.3 v S:1.022g DS S:0.787g D1 PGA0.642g M: MomentMagnitude(M):9.2 w *A Risk Category of IV was selected based on the project elementsÔ proximity to PKIMC, deemed an Essential Facility. Failure of the improvements may impact function of or access to the facility. Project elements that are not anticipated to impact the facility may be designated a less critical Risk Category thus affecting seismic coefficients. 16 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 211 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report 7.5F AULT R UPTURE The nearest mapped faults exist approximately 20 miles southeast of the project site within the Kodiak Shelf Fault Zone. Based on the absence of mapped faults across the proposed project area, the risk of fault displacement resulting in ground rupture is low. 7.6L IQUEFACTION Liquefaction occurs when excess pore water pressure develops in saturated soils, typically as a result of vibrations or ground shaking such as earthquakes, which results in a loss of shear strength in the soil. Detrimental effects of liquefaction include ground settlement due to densification of the liquefiable soils, and slope instability and lateral spreading due to loss of shear strength. Typically, liquefiable soils are very loose to medium-dense, clean to moderately silty sands, and some silts below the water table. Other soils may experience liquefaction depending on factors such as the duration of ground shaking. Gravels and soil with a high fines content (greater than approximately 35%) which exhibits clay-like behavior (Plasticity Index 7) are unlikely to liquefy (Boulanger and Idriss, 2006). Soils below a certain depth, often estimated at 50 feet, may not liquefy due to high confining pressures (Day, 2002). This depth is based on site-specific conditions and engineering judgement and should not be assumed for all cases. A cursory review of the soil types, site characteristics, and groundwater conditions at the project site indicate that liquefaction is unlikely to occur during a design earthquake scenario. 7.7G LOBAL S TABILITY A global stability analysis was performed based on the existing site geometry at the crib wallÔs tallest point. The proposed improvements were not considered in the analysis because any rehabilitation efforts are unlikely to significantly impact global stability. The software program Slide 8.0, by Rocscience, was used to conduct the stability analyses. The models were created based on the topography and boreholes associated with profile. The analyses considered two load cases: static (long-term) and pseudo-static/seismic (short-term with seismic accelerations). Figure 7-11 depicts the long-term scenario modeled. Figure711:GlobalStabilityLongTermScenario 17 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 212 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report The pseudo-static (seismic) load case subjects the soil to short-term seismic loads. The seismic loads are applied in terms of horizontal seismic coefficients, typically PGA as a percentage of gravity. Geotechnical texts (Day, 2002) and design codes (AASHTO, 2017; NCHRP, 2008) suggest a design horizontal seismic coefficient equal to one half of the site-adjusted peak ground acceleration (PGA), provided in Table 7-2, for M MSE walls and earthen slopes that are considered non-rigid or yielding (i.e., allowed to move). Implementation of this reduced seismic coefficient assumes that some deformation, on the order of inches, is allowed to occur during the design seismic event which is anticipated to be acceptable for this project. Therefore a horizontal seismic acceleration of 0.32g was used for all seismic analyses. The seismic model is depicted in Figure 7-12. Figure712:GlobalStabilitySeismicScenario The static analysis yielded a factor of safety of about 1.4, which is slightly below the typical minimum recommended factor of safety of 1.5. 18 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 213 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report Figure713:GlobalStabilityStaticAnalysisResults The seismic analysis resulted in a factor of safety below 1.0, indicating that the wall will yield in during the design seismic event. A deformation analysis was performed using the programÔs internal Newmark sliding block analysis feature in an attempt to quantify the magnitude of deformation. This exercise suggests that deformations on the order of inches can be expected during the design seismic event. 19 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 214 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report Figure714:GlobalStabilitySeismicAnalysisResults 7.8L ATERAL S PREADING Lateral spreading occurs when an unconfined soil or soil whose strata interfaces have non-horizontal gradient liquefies and behaves as a fluid. Due to lack of confinement or inclined stratification, the soil will flow and result in vertical and horizontal deformations. Liquefaction is not expected to occur at the project site during the design seismic event and thus lateral spreading is not anticipated. 8.CONSTRUCTION RECOMMENDATIONS This section provides recommended construction practices and materials for the project. In general, practices and materials should conform to the current edition of the IBC, local design specifications, and any other project-specific design criteria. 8.1C ONSTRUCTION M ATERIALS AND C OMPACTION This section will provide general recommendations for the use of imported aggregate fill to be used during construction. All aggregate fill should be angular, clean, sound, durable, and free of any frozen clumps, ice or any deleterious material prior to placement and follow all project specifications. Fill should be a well-graded mixture of non-frost susceptible (NFS) sand and gravel. All fill material should be protected from freezing 20 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 215 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report during construction. No frozen soil should be used as fill, nor should any fill be placed over frozen soil. Any frozen soil should be removed, replaced, or thawed prior to fill placement. Moisture control of materials should be implemented when stockpiling and placing fill material. Additional moistening or drying of fill material may be required in order to obtain the optimum moisture content for maximum compaction. No hauling or grading equipment should be used in lieu of appropriate compaction equipment. Any loosening of fill material by hauling or other equipment should be repaired by re-compacting as needed. The number of passes required to meet the compaction requirement will depend on the size of the compaction equipment used. Base Course Base course material should have a maximum particle size of 1 inch and less than 6% passing the No. 200 sieve size. Base course shall be placed in lifts not exceeding 8 inches in loose thickness and shall be compacted to 95% of the maximum density as determined by a control strip test, such as Alaska Test Method (ATM) 309 Relative Standard Density of Soils by the Control Strip Method. Structural Fill Structural fill material should have a maximum particle size of 6 inches and less than 6% passing the No. 200 sieve size. Structural fill shall be placed in lifts not exceeding 12 inches in loose thickness. Compaction of structural fill shall be achieved by performing a minimum level of effort consisting of six complete passes with a 15-ton vibratory steel drum roller. In areas of any structural fill that are too small to accommodate a roller, compaction shall be accomplished by a minimum level of effort of six complete passes with a vibratory plate compactor with a minimum rated centrifugal force of 15,000 lbs. 8.2S TRUCTURAL F ILL S ECTIONS Assuming that retaining wall footings will be at least 3 feet bgs, the footings should bear on, at a minimum, 4 inches of base course over 12 inches of structural fill, placed and compacted per Section 8.1. The structural section may be thickened if the subgrade encountered is found unsuitable. Parking lot and road structural sections should consist of, at a minimum, 2 inches of asphalt concrete pavement, over 4 inches of base course, over 30 inches of structural fill. If heavy vehicular traffic such as trucks or emergency vehicles are anticipated, a more detailed pavement analysis should be performed. 8.3E XCAVATION Any temporary excavations into soil should be performed in accordance with Occupational Safety and Health Administration (OSHA) laws, regulations and recommendations for trenching and slope angles based on the soil type encountered. Excavations should be performed using a backhoe with a smooth-bladed bucket from outside the excavation to minimized disturbance of the subgrade soils. Soils that are disturbed should be compacted or, if unable to do so due to high moisture content, pumping or rutting, should be removed prior to placement of any fill as recommended. Excavations for retaining walls and parking lots shall extend to depths required to accommodate the feature and the applicable structural fill and base course sections as described in Section 8.1. Excavations may need to extend deeper if unsuitable subgrade is encountered. 8.4D RAINAGE AND C ONTROL OF W ATER Excavations may experience seepage due to shallow ground water and should be monitored during construction. The contractor may be required to implement measures to control water infiltration and 21 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 216 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report effectively dewater the site depending on the magnitude and impact of groundwater and surface runoff. These measures may include installing and grading to perimeter trenches, sump wells with pumps, etc. Parking areas should have a positive gradient toward drainage structures and away from buildings. Site grading should be established to provide drainage of surface water or roof drainage away from proposed and existing buildings and toward suitable drainage structures. The ground immediately adjacent to any building foundation or retaining wall should slope away (minimum 3% for gravel surfacing, 2% for pavement surfacing) for a minimum distance of 10 ft measuring perpendicular to the face of the wall. Grading should be designed to prevent ponding of surface water except where retention ponds, or similar devices, are intended. Freely-draining soils should be used as backfill around foundations and retaining structures. A drainage system consisting of drain rock and a perforated drain pipe may exist behind the existing crib wall per the original design drawings, although itÔs condition and daylight point are unknown. It is advisable that any rehabilitation or replacement efforts install a new drainage system. The system may consist of drain rock and a perforated drain pipe behind a new wall, or weep holes at and through the base of the wall if a rehabilitation option is pursued. Drain pipes and weep holes should carry or direct the water to the onsite storm drain collection system. This will help prevent the buildup of hydrostatic pressures behind the wall. 8.5P OTENTIAL C ONTAMINATION No contamination was noted by means of visual or olfactory evidence in any of the geotechnical borings, and the site is not actively contaminated according to ADEC. An environmental investigation was conducted at PKIMC immediately prior to this geotechnical investigation; the results are unknown although local knowledge suggests that petroleum contamination may be present. If contamination is discovered during construction the Contractor and Owner shallow notify all agencies having jurisdiction and follow all local, state and federal regulations pertaining to handling, disposing of, and remediating contaminated soil as applicable. 9.LIMITATIONS and CLOSURE The information submitted in this report is based on our interpretation of data from a field and lab geotechnical investigation conducted for this project and other sources discussed in this report. Effort was made to obtain information that is representative of the actual conditions at the site. However, actual subsurface conditions will vary and additional information may be discovered that could impact our recommendations. If conditions significantly different from those indicated in this report are encountered by subsequent investigations or during construction, the recommendations of this report should be reviewed by PND. This report was prepared by PND Engineers, Inc., for use on this project only, and may not be used in any manner that would constitute a detriment to PND. PND is not responsible for conclusions, opinions, or recommendations made by others based on data presented in this report. Included in Appendix F is a copy of the Geoprofessional Business Association (GBA) publication ÑImportant Information about Your Geotechnical-Engineering Report.Ò The publication is included in this report to help the Owner, Contractor, and others who read this document understand the limitations described above and the additional limitations contained in the publication and made a part of this report. This document should be read carefully. If in the opinion of Contractors bidding this project, sufficient information has not been made available to satisfactorily bid the project then the Contractor should perform additional geotechnical investigations as necessary to satisfy themselves as to site conditions. 22 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 217 of 367 AGENDA ITEM #13.A.2. December 2019 PKIMC Retaining Wall Rehabilitation and Parking Lot Expansion DRAFT Geotechnical Report 10.REFERENCES ASTM D420. ÑStandard Guide to Site Characterization for Engineering Design and Construction Purposes.Ò ASTM D1586. ÑStandard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils.Ò ASTM D2216. ÑStandard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass.Ò ASTM D2487. ÑClassification of Soils for Engineering Purposes (Unified Soil Classification System).Ò ASTM D2488. ÑDescription and Identification of Soils (Visual Manual Method).Ò ASTM D4318. ÑStandard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.Ò ASTM D5434. ÑStandard Guide for Field Logging of Subsurface Explorations of Soil and Rock.Ò ASTM D6913. ÑParticle-Size Distribution (Gradation) of Soils Using Sieve Analysis.Ò Boulanger, Ross W. and Idriss, I.M. (2006). ÑLiquefaction Susceptibility Criteria for Silts and Clays.Ò Journal of Geotechnical and Geoenvironmental Engineering. Coduto, Donald P (1999). Geotechnical Engineering Principles and Practices. Prentice-Hall, Inc. Upper Saddle River, New Jersey. th Das, B.M. (2007). Principles of Foundation Engineering, 6 edition. Cengage Learning, Stamford, CT 06902. Day, Robert W (2002). Geotechnical Earthquake Engineering Handbook. McGraw-Hill. New York, New York. Shennan, I., Bruhn, R., and Plafker, G., 2009. Multi-segment Earthquakes and Tsunami Potential of the Aleutian Megathrust: Quaternary Science Reviews, v. 28, p. 7-13. 23 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 218 of 367 AGENDA ITEM #13.A.2. APPENDIX A Vicinity Map, Existing Conditions with Test Hole Locations, and and Subsurface Profile Drawings Appendix A Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 219 of 367 AGENDA ITEM #13.A.2. NORTH Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 220 of 367 AGENDA ITEM #13.A.2. PED C KODIAK LAND SURVEYING KODIAK LAND SURVEYING KODIAK LAND SURVEYING KODIAK LAND SURVEYING KODIAK LAND SURVEYING Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 221 of 367 AGENDA ITEM #13.A.2. 16'N B-3 B-3 102'W MHW-2 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 222 of 367 AGENDA ITEM #13.A.2. 16'N B-3 B-1 C-3 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 223 of 367 AGENDA ITEM #13.A.2. 16'N B-3 40'E C-1 42'W B-2 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 224 of 367 AGENDA ITEM #13.A.2. 16'N B-3 177'E B-3 C-2 75'E MHW-2 96'W MHW-1 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 225 of 367 AGENDA ITEM #13.A.2. APPENDIX B Borehole and CPT Logs Appendix B Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 226 of 367 AGENDA ITEM #13.A.2. SOILS CLASSIFICATION, CONSISTENCY AND SYMBOLS CLASSIFICATION Identification and classification of the soil is accomplished in general accordance with the ASTM version of the Unified Soil Classification System (USCS) as presented in ASTM Standard D2487. The standard is a qualitative method of classifying soil into the following major divisions (1) coarse grained, (2) fine grained, and (3) highly organic soils. Classification is performed on the soils passing the 75 mm (3 inch) sieve and if possible the amount of oversize material (> 75 mm particles) is noted on the soil logs. This is not always possible for drilled test holes because the oversize particles are typically too large to be captured in the sampling equipment. Oversize materials greater than 300 mm (12 inches) are termed boulders, while materials between 75 mm and 300 mm are termed cobbles. Coarse grained soils are those having 50% or more of the non-oversize soil retained on the No. 200 sieve (0.075 mm); if a greater percentage of the coarse grains is retained on the No. 4 (4.76 mm) sieve the coarse grained soil is classified as gravel, otherwise it is classified as sand. Fine grained soils are those having more than 50% of the non-oversize material passing the No. 200 sieve; these may be classified as silt or clay depending their Atterberg liquid and plastic limits or observations of field consistency. Refer to the most recent version of ASTM D2487 for a complete discussion of the classification method. SOIL CONSISTENCY - CRITERIA Soil consistency as defined below and determined by normal field and laboratory methods applies only to non-frozen material. For these materials, the influence of such factors as soil structure, i.e. Fissure systems, shinkage cracks, slickensides, etc., must be taken into consideration in making any correlation with the consistency values listed below. In permafrost zones, the consistency and strength of frozen soils may vary significantly and unexplainably with ice content, thermal regime and soil type. Standard Penetration Test (Blows/ft) Undrained Relative to Denstiy/Consistency Shear Strength Relative N60 DensityN60 Consistency psf Density 0-4Very Loose0-15%< 2Very Soft< 250 4-10Loose15-35%2 - 4Soft250 - 500 10-30Medium35-65%4 - 8 Medium500 - 1000 30-50Dense65-85%8 - 15Stiff1000 - 2000 > 50>85%15 - 30Very Stiff2000 - 4000 Very Dense > 30Hard> 4000 Ref:Terzaghi, Peck, and Mesri Soil Mechanics in Engineering Practice, 3rd Edition, pg 60-63 ASTM D1586 Standard Test Method for Penetration Test and Split-Barrel Sampling of Soils ASTM D2487 Standard Practice for Classification of Soils for Engineering Purposes (USCS) SAMPLER TYPE SYMBOLS AAuger SamplePbPitcher Barrel St1.4" Split Spoon w/ 47# Hammer BsBulk (grab) Sample Sl2.5" Split Spoon w/ 140# Hammer Sx2.0" Split Spoon w/ 47# Hammer CsCore Barrel w/ Single Tube Sm2.5" Split Spoon w/ 300# Hammer Sz1.4 Split Spoon w/ 340# Hammer CdCore Barrel w/ Double Tube Sh2.5" Split Spoon w/ 340# HammerTsShelby Tube CtCore Barrel w/ Triple TubeSp2.5" Split Spoon, PushedTmModified 2.5 O.D. Shelby Tube Hl2.5" Split Spoon w/ Air HammerSs1.4" Split Spoon w/ 140# Hammer Hs1.4" Split Spoon w/ Air Hammer Note: Split Spoon size refers to sampler inside diameter. Designed:PND STANDARD BOREHOLE Drawn: PND LOG DETAILS PND Checked: Project No.: 172013 ENGINEERS, INC. BOREHOLE LOGSFIGUREB-1 Date: Dec. 2019 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 227 of 367 AGENDA ITEM #13.A.2. SOIL/ROCK DESCRIPTION SAMPLESGRAPHCOMMENTS BLOW COUNT (BPF)* Penetration Blows Soil Name, Color, Moisture Condition, Casing Depth, Drilling Rate, 20406080 per 6/Inch (per Relative Density, Soil Structure, POCKET PEN. (TSF) Fluid Loss, Drill Pressure, Foot)* 1234 Mineralogy, Other Information Tests, Instrumentation or VANE SHEAR (TSF) Rock Name, Description{Rock Quality} Additional Information 2468 24.43 0.0 0' - 0.30' A.C. PAVEMENT Begin drilling 10/24/03 8:00 a.m. POORLY-GRADED GRAVEL 1.5' to 2' - Hard, loud drilling W/ SILT AND SAND (GP-GM) (Cobbles/Boulder encountered) 3020-20-25 1Ss Gray, Moist, Dense, Subangular (45) 2 22.43 SLATY ARGILLITE grayish black, fine grained, thin 2Ct{Poor}56 drillhole blockage bedded, medium hard, BX-U, (50) steeply dipping 123456789101112 COLUMN DESCRIPTIONS DepthDepth (in feet) below the ground surface. 1 Water LevelGroundwater level recorded while drilling. Depths and times are recorded in comments column. 2 Graphic LogGraphic depiction of materials encountered. 3 Description of materials encountered, including USCS soil descriptions and rock desciptions Soil/ Rock 4 defined in Fig. B-5 and B-6. Description Sample identification number. Sample Number 5 Type of soil or rock sample collected at depth interval depicted; symbols explained on Fig. B-1. Sample Type 6 Location of soil or rock sample taken. Sample Location 7 Soil: Percentage of sample recovered. Rock: Percentage of sample recovered and RQD value. Sample Recovery 8 Soil: Number of blows to advance driven sampler each 6-inch interval using sampler type specified with a 30-inch Sample Blows or 9 drop. Blows per foot given in parentheses. Rock: Rock quality as defined from RQD value. Rock Quality Graphic log depicting blow counts per foot with a specified split spoon, Pocket Penetration and Vane Shear tests Graphs 10 depicted where taken on fine grained soils. CommentsComments or observations on drilling/sampling by driller or PND field personnel. 11 ElevationElevation (in feet) with respect to Mean Lower Low Water (MLLW) or other datum where specified. 12 GENERAL NOTES Field descriptions may have been modified to reflect laboratory test results. 1. Descriptions on these boring logs apply only at the specific locations at the time the borings were drilled. They are not warranted to be 2. representative of subsurface conditions at other locations or times. Split spoon blow counts shown are uncorrected raw data. Various hammer sizes and split spoon sizes were used and have not been 3. corrected to a Standard Penetration Test (SPT). Blow counts may vary substantially between SPT and these methods. Designed:PND STANDARD BOREHOLE Drawn: PND LOG DETAILS PND Checked: Project No.: 172013 ENGINEERS, INC. BOREHOLE LOGSFIGUREB-2 Date: Dec. 2019 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 228 of 367 AGENDA ITEM #13.A.2. Soil Legend SYMBOLS TYPICAL MAJOR DIVISIONS GRAPHLETTER DESCRIPTIONS Well-graded gravels, gravel sand mixtures, CLEAN little or no fines GRAVEL GW GRAVELS AND GRAVELLY Poorly graded gravels, gravel-sand (LITTLE OR NO FINES)mixtures, little or no fines SOILS GP COARSE GRAINED Silty gravels, gravel-sand-silt mixtures PROBE HOLE MORE THAN 50% SOILSGRAVELS WITH OF COARSE GM (NO SOIL FINES FRACTION SAMPLING) RETAINED ON NO. 4 SIEVE (4.75mm) Clayey gravels, gravel-sand-clay mixtures (APPRECIABLE AMOUNT GC OF FINES) Well-graded sands, gravely sands, little or no fines SANDCLEAN SANDS SW AND SANDY Poorly graded sands, gravelly sands, little (LITTLE OR NO FINES)or no fines SOILS SP MORE THAN 50% RETAINED ON NO. Silty sands, sand-silt mixtures MORE THAN 50% 200 SIEVE SANDS WITH OF COARSE SM (0.075mm) FINES FRACTION PASSING NO. 4 SIEVE (4.75mm) clayey sands, sand-clay mixtures (APPRECIABLE AMOUNT SC OF FINES) Inorganic silts and very fine sands, rock flour, silty or clayey fine sands or clayey ML silts with slight plasticity FINE SILTS Inorganic clays of low to medium plasticity, LIQUID LIMIT GRAINED AND CL gravelly clays, sandy clays, silty clays, lean LESS THAN 50 SOILSCLAYS clays Organic silts and organic silty clays of low plasticity OL Inorganic silts, micaceous or diatomceous fine sandy or silty soils, elastic silts MH SILTS Inorganic clays of high plasticity, fat clays MORE THAN 50% LIQUID LIMIT PASSING NO. 200 AND CH GREATER THAN 50 SIEVE (0.075mm) CLAYS Organic clays of medium to high plasticity, organic silts OH Peat and other highly organic soils HIGHLY ORGANIC SOILS PT NOTE: Multiple symbols are used to indicate borderline or dual soil classifications Stratigraphic Contact Distinct contact between soil strata or geologic units Gradual change between soil strata or geologic units Approximate location of soil strata change within a geologic soil unit Laboratory / Field Tests List of Abbreviations %FPercent FinesHAHydrometer AnalysisPPPocket Penetrometer ALAtterberg LimitsLMALimited Mechanical AnalysisSASieve Analysis CPLaboratory Compaction testMCMoisture ContentTVTorvane COConsolidation testMDMoisture content and Dry densityTXTriaxial Shear DPOCUC Depth "Peat" ProbeOrganic ContentUnconfined Compression DSDirect ShearPMPermeability or Hydraulic ConductivityVSVane Shear Designed:PND STANDARD BOREHOLE Drawn: PND LOG DETAILS PND Checked: Project No.: 172013 ENGINEERS, INC. BOREHOLE LOGSFIGUREB-3 Date: Dec. 2019 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 229 of 367 AGENDA ITEM #13.A.2. METRIC CONVERSIONS Length= 25.4 mm1 inch1 mm= 0.0394 inch 1 foot= 0.3048 m1 m= 3.281 feet 1 mile= 1.6093 km1 km= 0.621 mile Area1 sq. inch = 6.452 cm² 1 cm²= 0.155 sq. inch 1 sq. foot = 0.0929 m² ²= 10.764 sq. foot 1 acre= 0.4047 hectare1 hectare= 2.47 acre 1 sq. mile = 2.59 km² 1 km²= 0.386 sq. mile Volume1 cu. inch = 16.387 cm³ (cc) 1 cm³= 0.061 cu. inch 1 cu. foot = 0.0283 m³ ³= 35.31 cu. foot 1 cu. yard = 0.7646 m³ ³= 1.308 cu. yard = 3.785 liters1 liter 1 U.S. gallon= 0.264 U.S. gallon Mass1 lb.= 0.4536 kg1 kg= 2.205 lb. Force1 lb.= 4.448 N1 N= 0.225 lb. 1 ton=8.896 kN1 kN= 0.1124 U.S. ton Density 1 lb./cu. ft. = 16.019 kg/m³ 1 kg/m³= 0.0624 lb./cu. foot = 0.1571 kN/m³ 1 kN/m³= 6.365 lb./ cu. foot Pressure/Stress1 lb./sq. in. = 0.0703 kg/cm² 1 kg/cm²= 14.22 lb./sq. inch (= 6.895 kPa)1 kPa = 0.145 lb./sq. inch 1 lb./sq. ft. = 4.882 kg/cm² 1 kg/cm² = 0.2048 lb./sq. ft. (= 0.04788 kPa)1 kPa = 20.886 lb./sq. foot = 95.76 kPa1 kPa 1 U.S. ton/sq. ft. = 0.01044 U.S. ton/sq. foot = 1 kN/m² \[Note: 1 kPa -5 Flow Velocity= 15,850 gallons per minute 1 gal./min.= 6.309 x 10 m³/sec1 m³/sec = 3.28 ft./sec 1 ft./sec.= 0.3048 m/sec1 m/sec Coefficient of 1 sq. ft./U.S. ton = 0.0104 m²/kN Compressibility M : 1 sq. in./lb = 14.22 cm²/kg v 1 sq. ft./year = 0.0929 m²/year ²/year= 10.76 sq. ft. /year Coefficient of consolidation C : (= 0.002946 mm²/sec) 1 mm²/sec= 339.4 sq. ft./year v Moment1 lb.-ft.= 0.1383 kq-m1 kq-m= 7.23 lb.-foot (= 1.3558 Nm)1 N-m= 0.7376 lb.-foot Speed 1 mile/hour= 1.609 km/hour1 km/hour= 0.622 mile/hour = 2.237 mph (=0.447 m/sec)1 m/sec 1 foot/sec = 0.3048 m/sec1 m/sec= 3.281 feet/sec Designed:PND STANDARD BOREHOLE Drawn: PND LOG DETAILS PND Checked: Project No.: 172013 ENGINEERS, INC. BOREHOLE LOGSFIGUREB-4 Date: Dec. 2019 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 230 of 367 AGENDA ITEM #13.A.2. ROCK DESCRIPTIVE INDEX STANDARD SYMBOLS AND NOMENCLATURE The Standard Graphic Symbols used in this report are consistent with those used by the U.S. Geological Survey. Other nomenclature and categorical descriptions follow those presented by the American Society of Civil Engineers, the International Society of Rock Mechanics and others. DESCRIPTION OF RELATIVE WEATHERING Modified from the Geological Society Engineering Group, Great Britain: Fresh, no visible sign of weathering; BX-U Faintly weathered: weathering limited to the surface of major discontinuities; FW SWSlightly weathered: penetrative weathering developed on open discontinuity surfaces, but only slight weathering of rock material; BX-W MW Moderately weathered: weathering extends throughout the rock mass, but the rock material is not friable; HW Highly weathered: rock is wholly decomposed and in a friable condition, but the rock texture and structure are preserved; Residual soil: a soil material with the original texture, structure and mineralogy of the rock completely BX-R destroyed. COMPARISON CHART FOR ESTIMATING COMPOSITION DESCRIPTION OF HARDNESS Modified from R.D. Terry and others, ASCE Field Measurements, unrelated to Moh's scale for Journal of Sedimentary Petrology, 1955. minerals. Material must be unfrozen for this determination. Can not be scratched with knife or sharp pick. very hard- Can be scratched with knife or pick only with difficulty. hard- Can be scratched readily with knife or pick. moderately hard- Can be grooved or gouged by firm pressure on knife or pick point. - medium 2%5% Can be gouged or grooved readily with knife or pick point. - soft Can be carved with knife. Can be excavated readily with point of pick. - very soft 10%20% DESCRIPTION OF UNIT THICKNESS Modified from the Geological Society Engineering Group, Great Britain: Discontinuity Spacing Bedding Plane Measurement Parameters (joints, fractures, fissures) Spacing (equal to and less than) Massive >78.7 inches >2000 mm massive-- 30% 50% 78.7 inches2000 mm very thickvery thick 23.6 inches600 mm wide thick 7.9 inches200 mm mediummoderately wide 2.4 inches60 mm thinnarrow 0.8 inches 20 mm very thinvery narrow 0.2 inches6 mm thickly laminatedextremely narrow 0.1 inches 2 mm thinly laminated-- Discontinuity filling material and surface roughness should also be noted whenever possible. Designed:PND STANDARD BOREHOLE Drawn: PND LOG DETAILS PND Checked: Project No.: 172013 ENGINEERS, INC. BOREHOLE LOGSFIGUREB-5 Date: Dec. 2019 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 231 of 367 AGENDA ITEM #13.A.2. ROCK DESCRIPTIVE INDEX GEOLOGIC TIME SCALE: BEDDING OF FRACTURE ATTITUDE Duration Very Gentle=1° to 5°Time EraPeriodEpoch in millions B.P. * of years Gentle=5° to 20° Holocene Quaternary Pleistocene 1.8 1.8 3.7 Pliocene Moderate=20° to 45° Neo- 5.3 gene Miocene 18.4 23.7 Steep=45° to 80° Oligocene 12.9 36.6 Very Steep=80° to 90° Eocene 21.2 57.8 8.6 Paleocene Note: 66.4 The angle is measured perpendicular to the core axis. 78 Cretaceous ROCK QUALITY 144 DETERMINATION (RQD) The figure is derived by adding the lengths of cored rock pieces which measure 64 Jurassic over 4 inches (10 cm) and dividing the sum by the total length of core recovered. Mechanical breaks are refitted to count as one piece, provided they form the 208 requisite length of 4 inches. 37 Triassic *Performed on core not less than 2" diameter. 245 41 Permian DESCRIPTION OF RQD (%) ROCK QUALITY 286 34 Pennsylvanian 0 - 25 VERY POOR 320 25 - 50 POOR 50 - 75 FAIR 40 Mississippian 75 - 90 GOOD 360 90 - 100EXCELLENT 48 Devonian 409 30 Silurian 438 BEDROCK LITHOLOGIES 67 Ordovician WEATHERED BEDROCK OR BOULDER 505 65 SLATEY ARGILLITE Cambrian 570 PRECAMBRIAN ESTIMATED TIME BEFORE THE PRESENT * (B.P.) MILLIONS OF YEARS Designed:PND STANDARD BOREHOLE Drawn: PND LOG DETAILS PND Checked: Project No.: 172013 ENGINEERS, INC. BOREHOLE LOGSFIGUREB-6 Date: Dec. 2019 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 232 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 233 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 234 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 235 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 236 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 237 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 238 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 239 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 240 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 241 of 367 AGENDA ITEM #13.A.2. PND Engineers 1506 W 36th Ave CPT: C-1 Anchorage, AK 99503 Total depth: 15.22 ft, Date: 9/29/2019 Surface Elevation: 0.00 ft Project:Kodiak Health Center Wall Cone Type: Location:Kodaik, AK Cone Operator: Discovery Cone resistanceCone resistanceSleeve frictionSleeve frictionPore pressurePore pressure 222 444 666 888 101010 121212 141414 161616 181818 202020 222222 242424 010203040506000.51-50 Tip resistance (tsf)Friction (tsf)Pressure (psi) The plot below presents the cross correlation coeficient between the raw qc and fs values (as measured on the field). X axes presents the lag distance (one lag is the distance between two sucessive CPT measurements). Cross correlation between Cross correlation between qc & fsqc & fs 1.2 1 0 0.8 0.6 0.4 0.2 0 -20-18-16-14-12-10-8-6-4-202468101214161820 -0.2 -0.4 -0.6 -0.8 -1 -1.2 CPeT-IT v.3.0.3.2 - CPTU data presentation & interpretation software - Report created on: 10/24/2019, 10:02:24 AM1 Project file: \\\\pndjnudata1\\D\\17XXX\\172013 Kodiak Health Center Wall\\D. Engineering Data\\Geotechnical\\CPT Data\\172013_KodiakHospital_CPT-1-3.cpt Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 242 of 367 AGENDA ITEM #13.A.2. Corrected cone resistance, qt/pa Cone resistance, qc/pa Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 243 of 367 AGENDA ITEM #13.A.2. Normalized cone resistance, Qtn Normalized Cone Resistance, Qtn Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 244 of 367 AGENDA ITEM #13.A.2. Q = qcnet/sig'v Q = qcnet/sig'v Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 245 of 367 AGENDA ITEM #13.A.2. PND Engineers 1506 W 36th Ave CPT: C-1 Anchorage, AK 99503 Total depth: 15.22 ft, Date: 9/29/2019 Surface Elevation: 0.00 ft Project:Kodiak Health Center Wall Cone Type: Location:Kodaik, AK Cone Operator: Discovery Norm. Soil Behaviour TypeNorm. Soil Behaviour TypeFuzzy ClassificationFuzzy Classification 22 44 66 88 1010 1212 1414 1616 1818 2020 2222 2424 024681012141618020406080100 SBTn (Robertson 1990)Probability of Soil Types (%) CPeT-IT v.3.0.3.2 - CPTU data presentation & interpretation software - Report created on: 10/24/2019, 10:02:24 AM5 Project file: \\\\pndjnudata1\\D\\17XXX\\172013 Kodiak Health Center Wall\\D. Engineering Data\\Geotechnical\\CPT Data\\172013_KodiakHospital_CPT-1-3.cpt Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 246 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 247 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 248 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 249 of 367 AGENDA ITEM #13.A.2. Normalized Cone Resistance, Qtn Normalized Cone Resistance, Qtn Normalized Cone Resistance, Qtn Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 250 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 251 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 252 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 253 of 367 AGENDA ITEM #13.A.2. PND Engineers 1506 W 36th Ave CPT: C-1 Anchorage, AK 99503 Total depth: 15.22 ft, Date: 9/29/2019 Surface Elevation: 0.00 ft Project:Kodiak Health Center Wall Cone Type: Location:Kodaik, AK Cone Operator: Discovery Bearing Capacity PlotBearing Capacity Plot 4.9 4.8 4.7 4.6 4.5 4.4 4.3 4.2 4.1 4 3.9 3.8 Bearing Capacity calculation is 3.7 perfromed based on the formula: 3.6 QRqq ultktsoil 3.5 where: 3.4 R: Bearing capacity factor k q: Average corrected cone t 3.3 resistance over calculation depth 3456789101112 q: Pressure applied by soil soil Footing Width (ft) above footing :: Tabular results :: NoBStartEnd DepthAve. qRSoil Press.Ult. bearing tk (ft)Depth(ft)(tsf)(tsf)cap. (tsf) (ft) 13.001.606.1015.820.103.260.20 23.701.607.1520.180.104.130.20 34.401.608.2022.310.104.560.20 45.101.609.2521.820.104.460.20 55.801.6010.3022.970.104.690.20 66.501.6011.3523.880.104.870.20 77.201.6012.4024.150.104.930.20 87.901.6013.4523.760.104.850.20 98.601.6014.5023.370.104.770.20 109.301.6015.5523.780.104.850.20 1110.001.6016.6023.780.104.850.20 1210.701.6017.6523.780.104.850.20 1311.401.6018.7023.780.104.850.20 1412.101.6019.7523.780.104.850.20 1512.801.6020.8023.780.104.850.20 CPeT-IT v.3.0.3.2 - CPTU data presentation & interpretation software - Report created on: 10/24/2019, 10:02:26 AM13 Project file: \\\\pndjnudata1\\D\\17XXX\\172013 Kodiak Health Center Wall\\D. Engineering Data\\Geotechnical\\CPT Data\\172013_KodiakHospital_CPT-1-3.cpt Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 254 of 367 AGENDA ITEM #13.A.2. PND Engineers 1506 W 36th Ave CPT: C-2 Anchorage, AK 99503 Total depth: 22.48 ft, Date: 9/29/2019 Surface Elevation: 0.00 ft Project:Kodiak Health Center Wall Cone Type: Location:Kodaik, AK Cone Operator: Discovery Cone resistanceCone resistanceSleeve frictionSleeve frictionPore pressurePore pressure 222 444 666 888 101010 121212 141414 161616 181818 202020 222222 242424 010203040506000.5-50510 Tip resistance (tsf)Friction (tsf)Pressure (psi) The plot below presents the cross correlation coeficient between the raw qc and fs values (as measured on the field). X axes presents the lag distance (one lag is the distance between two sucessive CPT measurements). Cross correlation between Cross correlation between qc & fsqc & fs 1.2 1 0.8 0 0.6 0.4 0.2 0 -20-18-16-14-12-10-8-6-4-202468101214161820 -0.2 -0.4 -0.6 -0.8 -1 -1.2 CPeT-IT v.3.0.3.2 - CPTU data presentation & interpretation software - Report created on: 10/24/2019, 10:02:26 AM14 Project file: \\\\pndjnudata1\\D\\17XXX\\172013 Kodiak Health Center Wall\\D. Engineering Data\\Geotechnical\\CPT Data\\172013_KodiakHospital_CPT-1-3.cpt Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 255 of 367 AGENDA ITEM #13.A.2. Corrected cone resistance, qt/pa Cone resistance, qc/pa Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 256 of 367 AGENDA ITEM #13.A.2. Normalized cone resistance, Qtn Normalized Cone Resistance, Qtn Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 257 of 367 AGENDA ITEM #13.A.2. Q = qcnet/sig'v Q = qcnet/sig'v Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 258 of 367 AGENDA ITEM #13.A.2. PND Engineers 1506 W 36th Ave CPT: C-2 Anchorage, AK 99503 Total depth: 22.48 ft, Date: 9/29/2019 Surface Elevation: 0.00 ft Project:Kodiak Health Center Wall Cone Type: Location:Kodaik, AK Cone Operator: Discovery Norm. Soil Behaviour TypeNorm. Soil Behaviour TypeFuzzy ClassificationFuzzy Classification 22 44 66 88 1010 1212 1414 1616 1818 2020 2222 2424 024681012141618020406080100 SBTn (Robertson 1990)Probability of Soil Types (%) CPeT-IT v.3.0.3.2 - CPTU data presentation & interpretation software - Report created on: 10/24/2019, 10:02:26 AM18 Project file: \\\\pndjnudata1\\D\\17XXX\\172013 Kodiak Health Center Wall\\D. Engineering Data\\Geotechnical\\CPT Data\\172013_KodiakHospital_CPT-1-3.cpt Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 259 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 260 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 261 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 262 of 367 AGENDA ITEM #13.A.2. Normalized Cone Resistance, Qtn Normalized Cone Resistance, Qtn Normalized Cone Resistance, Qtn Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 263 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 264 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 265 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 266 of 367 AGENDA ITEM #13.A.2. PND Engineers 1506 W 36th Ave CPT: C-2 Anchorage, AK 99503 Total depth: 22.48 ft, Date: 9/29/2019 Surface Elevation: 0.00 ft Project:Kodiak Health Center Wall Cone Type: Location:Kodaik, AK Cone Operator: Discovery Bearing Capacity PlotBearing Capacity Plot 2.1 2 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.1 1 Bearing Capacity calculation is perfromed based on the formula: 0.9 QRqq 0.8 ultktsoil 0.7 where: R: Bearing capacity factor k 0.6 q: Average corrected cone t 0.5 resistance over calculation depth 3456789101112 q: Pressure applied by soil soil Footing Width (ft) above footing :: Tabular results :: NoBStartEnd DepthAve. qRSoil Press.Ult. bearing tk (ft)Depth(ft)(tsf)(tsf)cap. (tsf) (ft) 13.001.606.102.040.100.500.20 23.701.607.155.190.101.130.20 34.401.608.207.820.101.660.20 45.101.609.259.600.102.020.20 55.801.6010.3010.400.102.180.20 66.501.6011.3510.360.102.170.20 77.201.6012.409.730.102.040.20 87.901.6013.459.330.101.960.20 98.601.6014.509.370.101.970.20 109.301.6015.559.750.102.050.20 1110.001.6016.609.460.101.990.20 1210.701.6017.659.250.101.950.20 1311.401.6018.709.050.101.910.20 1412.101.6019.758.910.101.880.20 1512.801.6020.808.680.101.830.20 CPeT-IT v.3.0.3.2 - CPTU data presentation & interpretation software - Report created on: 10/24/2019, 10:02:28 AM26 Project file: \\\\pndjnudata1\\D\\17XXX\\172013 Kodiak Health Center Wall\\D. Engineering Data\\Geotechnical\\CPT Data\\172013_KodiakHospital_CPT-1-3.cpt Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 267 of 367 AGENDA ITEM #13.A.2. PND Engineers 1506 W 36th Ave CPT: C-3 Anchorage, AK 99503 Total depth: 18.02 ft, Date: 9/29/2019 Surface Elevation: 0.00 ft Project:Kodiak Health Center Wall Cone Type: Location:Kodaik, AK Cone Operator: Discovery Cone resistanceCone resistanceSleeve frictionSleeve frictionPore pressurePore pressure 222 444 666 888 101010 121212 141414 161616 181818 202020 222222 242424 010203040506000.51-10010 Tip resistance (tsf)Friction (tsf)Pressure (psi) The plot below presents the cross correlation coeficient between the raw qc and fs values (as measured on the field). X axes presents the lag distance (one lag is the distance between two sucessive CPT measurements). Cross correlation between Cross correlation between qc & fsqc & fs 1.2 1 0 0.8 0.6 0.4 0.2 0 -20-18-16-14-12-10-8-6-4-202468101214161820 -0.2 -0.4 -0.6 -0.8 -1 -1.2 CPeT-IT v.3.0.3.2 - CPTU data presentation & interpretation software - Report created on: 10/24/2019, 10:02:28 AM27 Project file: \\\\pndjnudata1\\D\\17XXX\\172013 Kodiak Health Center Wall\\D. Engineering Data\\Geotechnical\\CPT Data\\172013_KodiakHospital_CPT-1-3.cpt Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 268 of 367 AGENDA ITEM #13.A.2. Corrected cone resistance, qt/pa Cone resistance, qc/pa Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 269 of 367 AGENDA ITEM #13.A.2. Normalized cone resistance, Qtn Normalized Cone Resistance, Qtn Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 270 of 367 AGENDA ITEM #13.A.2. Q = qcnet/sig'v Q = qcnet/sig'v Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 271 of 367 AGENDA ITEM #13.A.2. PND Engineers 1506 W 36th Ave CPT: C-3 Anchorage, AK 99503 Total depth: 18.02 ft, Date: 9/29/2019 Surface Elevation: 0.00 ft Project:Kodiak Health Center Wall Cone Type: Location:Kodaik, AK Cone Operator: Discovery Norm. Soil Behaviour TypeNorm. Soil Behaviour TypeFuzzy ClassificationFuzzy Classification 22 44 66 88 1010 1212 1414 1616 1818 2020 2222 2424 024681012141618020406080100 SBTn (Robertson 1990)Probability of Soil Types (%) CPeT-IT v.3.0.3.2 - CPTU data presentation & interpretation software - Report created on: 10/24/2019, 10:02:28 AM31 Project file: \\\\pndjnudata1\\D\\17XXX\\172013 Kodiak Health Center Wall\\D. Engineering Data\\Geotechnical\\CPT Data\\172013_KodiakHospital_CPT-1-3.cpt Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 272 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 273 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 274 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 275 of 367 AGENDA ITEM #13.A.2. Normalized Cone Resistance, Qtn Normalized Cone Resistance, Qtn Normalized Cone Resistance, Qtn Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 276 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 277 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 278 of 367 AGENDA ITEM #13.A.2. Depth (ft) Depth (ft) Depth (ft) Depth (ft) Depth (ft) Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 279 of 367 AGENDA ITEM #13.A.2. PND Engineers 1506 W 36th Ave CPT: C-3 Anchorage, AK 99503 Total depth: 18.02 ft, Date: 9/29/2019 Surface Elevation: 0.00 ft Project:Kodiak Health Center Wall Cone Type: Location:Kodaik, AK Cone Operator: Discovery Bearing Capacity PlotBearing Capacity Plot 2.09 2.08 2.07 2.06 2.05 2.04 2.03 2.02 2.01 2 1.99 1.98 1.97 1.96 1.95 1.94 Bearing Capacity calculation is 1.93 perfromed based on the formula: 1.92 1.91 QRqq ultktsoil 1.9 where:1.89 R: Bearing capacity factor k 1.88 q: Average corrected cone t 1.87 resistance over calculation depth 3456789101112 q: Pressure applied by soil soil Footing Width (ft) above footing :: Tabular results :: NoBStartEnd DepthAve. qRSoil Press.Ult. bearing tk (ft)Depth(ft)(tsf)(tsf)cap. (tsf) (ft) 13.001.606.108.960.101.890.20 23.701.607.159.550.102.010.20 34.401.608.208.850.101.870.20 45.101.609.259.210.101.940.20 55.801.6010.309.400.101.980.20 66.501.6011.359.690.102.030.20 77.201.6012.409.270.101.950.20 87.901.6013.458.850.101.870.20 98.601.6014.508.940.101.880.20 109.301.6015.559.390.101.970.20 1110.001.6016.609.640.102.020.20 1210.701.6017.659.820.102.060.20 1311.401.6018.709.980.102.090.20 1412.101.6019.759.980.102.090.20 1512.801.6020.809.980.102.090.20 CPeT-IT v.3.0.3.2 - CPTU data presentation & interpretation software - Report created on: 10/24/2019, 10:02:29 AM39 Project file: \\\\pndjnudata1\\D\\17XXX\\172013 Kodiak Health Center Wall\\D. Engineering Data\\Geotechnical\\CPT Data\\172013_KodiakHospital_CPT-1-3.cpt Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 280 of 367 AGENDA ITEM #13.A.2. This software is licensed to: PND Engineers Presented below is a list of formulas used for the estimation of various soil properties. The formulas are presented in SI unit system and assume that all components are expressed in the same units. :: Unit Weight, g (kN/m³) :::: Small strain shear Modulus, Go (MPa) :: q 0.55I1.68 t c G(q)0.018810 gg0.27log(R)0.36log()1.236 0tv wf p a where gwater unit weight :: Shear Wave Velocity, Vs (m/s) :: w 0.50 :: Permeability, k (m/s) :: G 0 V s 0.952-3.04I c I3.27 and I1.00 then k10 cc -4.52-1.37I :: Undrained peak shear strength, Su (kPa) :: c I4.00 and I3.27 then k10 cc N10.507log(F) or user defined ktr :: N (blows per 30 cm) :: SPT q tv S u N kt q 1 c N 60 1.12680.2817I c (applicable only to SBT: 1, 2, 3, 4 and 9 or I > I) ncc_cutoff P 10 a 1 NQ:: Remolded undrained shear strength, Su(rem) (kPa) :: 160tn 1.12680.2817I c 10 (applicable only to SBT: 1, 2, 3, 4 and 9 n Sf urems or I > I) cc_cutoff :: Young's Modulus, Es (MPa) :: 0.55I1.68 c :: Overconsolidation Ratio, OCR :: (q)0.01510 tv 1.25 (applicable only to I < I) cc_cutoff 0.20 Q tn k or user defined OCR 0.25(10.507log(F)) :: Relative Density, Dr (%) ::r OCR kQ OCRtn Q tn(applicable only to SBT: 5, 6, 7 and 8 n 100 (applicable only to SBT: 1, 2, 3, 4 and 9 or I > I) ncc_cutoff or I < I) cc_cutoff k DR :: State Parameter, :::: In situ Stress Ratio, Ko :: sin' 0.560.33log(Q) K(1sin')OCR tn,cs O (applicable only to SBT: 1, 2, 3, 4 and 9 or I > I) ncc_cutoff :: Drained Friction Angle, (°) :: ' :: Soil Sensitivity, S :: t +15.94log(Q)26.88 cvtn,cs (applicable only to SBT: 5, 6, 7 and 8 or I < I) ncc_cutoff N S S t F r :: 1-D constrained modulus, M (MPa) :: (applicable only to SBT: 1, 2, 3, 4 and 9 or I > I) ncc_cutoff If I > 2.20 c ' :: Peak Friction Angle, (°) :: = 14 for Q > 14 tn = Q for Q 14 tntn '0.121 29.5B0.2560.336BlogQ M = ·(q ) qqt CPTtv (applicable for 0.10<B<1.00) q If I 2.20 c 0.55I+1.68 c M=0.03(q)10 CPTtv References th ¤ Robertson, P.K., Cabal K.L., Guide to Cone Penetration Testing for Geotechnical Engineering, Gregg Drilling & Testing, Inc., 5 Edition, November 2012 ¤ Robertson, P.K., Interpretation of Cone Penetration Tests - a unified approach., Can. Geotech. J. 46(11): 1337Î1355 (2009) CPeT-IT v.3.0.3.2 - CPTU data presentation & interpretation software - Report created on: 10/24/2019, 10:02:29 AM40 Project file: \\\\pndjnudata1\\D\\17XXX\\172013 Kodiak Health Center Wall\\D. Engineering Data\\Geotechnical\\CPT Data\\172013_KodiakHospital_CPT-1-3.cpt Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 281 of 367 AGENDA ITEM #13.A.2. APPENDIX C Laboratory Test Results Appendix C Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 282 of 367 AGENDA ITEM #13.A.2. Summary of Sample Characteristics Client: Project:Kodiak Health Center Wall Project #:172013 Gradation (%) B-10102Sh B-10257Sh B-1031012Sh291714.544.441.13/8SM11SA B-1041516.5Sh B-1052021.5Sh3/4SMg9SA B-1062526.5Sh B-1073031.5Sh26163/4SMg9SA B-1083536.5Sh B-1094041.5Sh3/4SMg10SA B-1104546.5Sh B-20102Sh B-20256.5Sh3/8SMg10SA B-2031011.5Sh B-2041516.5Sh251626.637.735.63/8SMg8SA B-2052021.5Sh B-2062526.5Sh3/8SMg9SA B-2073030.5Sh B-30101.5Sh B-30256.5Sh B-3031011.5Sh1SMg10SA B-3041516.5Sh B-3052021.5Sh3/8SM11SA B-3062526.5Sh B-3073031.5Sh3/4SM11SA B-3084041.5Sh B-3095051.5Sh261722.435.642.01SMg11SR-SA B-3107579Cs samples 27 Page 1 of 1 Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 283 of 367 AGENDA ITEM #13.A.2. Grain Size Distribution Client: Project:Kodiak Health Center Wall Project #:172013 COBBLEGRAVELSAND coarsefinecoarsemediumfine US Sieve Opening (in.)US Sieve Numbers 321.51¾#4#10#20#40#60#100#140#200 Gradation (%) Sample BoreholeFromToLaboratory ClassificationD50P10 GravelSandFines # .ΏЊЉЌЊЉЊЋ{aЊЍ͵ЎЍЍ͵ЍЍЊ͵ЊЉ͵ЋАЌ͵В .ΏЋЉЍЊЎЊЏ͵Ў{aŭЋЏ͵ЏЌА͵АЌЎ͵ЏЉ͵ЏЏЌ͵Љ .ΏЌЉВЎЉЎЊ͵Ў{aŭЋЋ͵ЍЌЎ͵ЏЍЋ͵ЉЉ͵ЌЏБ͵Ѝ tğŭĻ Њ ƚŅ Њ Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 284 of 367 AGENDA ITEM #13.A.2. Atterberg Test Results Client: Project: Kodiak Health Center Wall Project #: 172013 BoreholeSample #FromToMoisture %LLPLPISoil Type .ΏЊЉЌЊЉЊЋЊЉ͵ЏЋіЋВ͵ЍЊЏ͵АБЊЋ͵А/\[ .ΏЊЉАЌЉЌЊ͵ЎБ͵ВЌіЋЏ͵ЊЊЏ͵ЍБВ͵Џ/\[ .ΏЋЉЍЊЎЊЏ͵ЎА͵БВіЋЎ͵ЊЊЎ͵БЏВ͵Ћ/\[ .ΏЌЉВЎЉЎЊ͵ЎЊЊ͵ЋАіЋЏ͵ЍЊА͵ЋАВ͵Ћ/\[ tğŭĻ Њ ƚŅ Њ Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 285 of 367 AGENDA ITEM #13.A.2. December 2019 Appendix C: Soil Sample Lab Photographs Photo 1: Photo 2: B-1, Sample #3 (wet) B-1, Sample #3 (dry) Photo 3: Photo 4: B-1, Sample #5 (wet) B-1, Sample #5 (dry) i Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 286 of 367 AGENDA ITEM #13.A.2. December 2019 Appendix C: Soil Sample Lab Photographs Photo 5: Photo 6: B-1, Sample #7 (wet) B-1, Sample #7 (dry) Photo 7: Photo 8: B-1, Sample #9 (wet) B-1, Sample #9 (dry) ii Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 287 of 367 AGENDA ITEM #13.A.2. December 2019 Appendix C: Soil Sample Lab Photographs Photo 9: Photo 10: B-2, Sample #2 (wet) B-2, Sample #2 (dry) Photo 11: Photo 12: B-2, Sample #4 (wet) B-2, Sample #4 (dry) iii Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 288 of 367 AGENDA ITEM #13.A.2. December 2019 Appendix C: Soil Sample Lab Photographs Photo 13: Photo 14: B-2, Sample #6 (wet) B-2, Sample #6 (dry) Photo 15: Photo 16: B-3, Sample #3 (wet) B-3, Sample #3 (dry) iv Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 289 of 367 AGENDA ITEM #13.A.2. December 2019 Appendix C: Soil Sample Lab Photographs Photo 17: Photo 18: B-3, Sample #5 (wet) B-3, Sample #5 (dry) Photo 19: Photo 20: B-3, Sample #7 (wet) B-3, Sample #7 (dry) v Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 290 of 367 AGENDA ITEM #13.A.2. December 2019 Appendix C: Soil Sample Lab Photographs Photo 21: Photo 22: B-3, Sample #9 (wet) B-3, Sample #9 (dry) vi Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 291 of 367 AGENDA ITEM #13.A.2. APPENDIX D Soil and Rock Sample Photographs Appendix D Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 292 of 367 AGENDA ITEM #13.A.2. December 2019 Appendix D: Soil and Rock Sample Field Photographs Photo 1: Photo 2: B-1, Sample #1, 0Ô-2Ô bgs B-1, Sample #2, 5Ô-7Ô bgs Photo 3: Photo 4: B-1, Sample #3, 10Ô-12Ô bgs B-1, Sample #4, 15Ô-16.5Ô bgs Photo 5: Photo 6: B-1, Sample #5, 20Ô-21.5Ô bgs B-1, Sample #6, 25Ô-26.5Ô bgs i Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 293 of 367 AGENDA ITEM #13.A.2. December 2019 Appendix D: Soil and Rock Sample Field Photographs Photo 7: Photo 8: B-1, Sample #7, 30Ô-31.5Ô bgs B-1, Sample #8, 35Ô-36.5Ô bgs Photo 9: Photo 10: B-1, Sample #9, 40Ô-41.5Ô bgs B-1, Sample #10, 45Ô-46.5Ô bgs Photo 11: Photo 12: B-2, Sample #1, 0Ô-2Ô bgs B-2, Sample #2, 5Ô-6.5Ô bgs ii Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 294 of 367 AGENDA ITEM #13.A.2. December 2019 Appendix D: Soil and Rock Sample Field Photographs Photo 13: Photo 14: B-2, Sample #3, 10Ô-11.5Ô bgs B-2, Sample #4, 15Ô-16.5Ô bgs Photo 15: Photo 16: B-2, Sample #5, 20Ô-21.5Ô bgs B-2, Sample #6, 25Ô-26.5Ô bgs Photo 17: Photo 18: B-3, Sample #1, 0Ô-1.5Ô bgs B-3, Sample #2, 5Ô-6.5Ô bgs iii Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 295 of 367 AGENDA ITEM #13.A.2. December 2019 Appendix D: Soil and Rock Sample Field Photographs Photo 19: Photo 20: B-3, Sample #3, 10Ô-11.5Ô bgs B-3, Sample #4, 15Ô-16.5Ô bgs Photo 21: Photo 22: B-3, Sample #5, 20Ô-21.5Ô bgs B-3, Sample #6, 25Ô-26.5Ô bgs Photo 23: Photo 24: B-3, Sample #7, 30Ô-31.5Ô bgs B-3, Sample #8, 40Ô-41.5Ô bgs iv Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 296 of 367 AGENDA ITEM #13.A.2. December 2019 Appendix D: Soil and Rock Sample Field Photographs Photo 25: Photo 26: B-3, Sample #9, 50Ô-51.5Ô bgs B-3, Sample #10, 75Ô-79Ô bgs v Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 297 of 367 AGENDA ITEM #13.A.2. APPENDIX E Climate Summaries Appendix E Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 298 of 367 AGENDA ITEM #13.A.2. KODIAK AP, ALASKA Period of Record General Climate Summary - Precipitation Station:(504988) KODIAK WSO AIRPORT From Year=1973 To Year=2012 Precipitation Total Snowfall >=>=>=>= MeanHighYearLowYear1 Day Max.0.010.100.501.00MeanHighYear in.in.in.in. dd/yyyy #### in.in.- in.- in.orin. in. - DaysDaysDaysDays yyyymmdd January 8.53 16.44 2003 0.31 1973 4.79 09/1998 19 13 7 2 15.8 53.4 2012 February 6.07 12.43 1977 1.44 1989 3.00 10/1980 17 11 4 1 16.0 52.0 2002 March 5.15 12.73 1998 0.67 1991 2.57 25/2001 17 11 4 1 13.1 38.9 2003 April 5.50 12.57 2007 0.29 2002 2.99 09/1997 17 12 4 1 7.2 34.8 1985 May 6.10 14.05 2008 1.53 1985 3.63 31/1979 18 11 4 2 0.4 3.9 2001 June 5.35 16.88 1987 0.67 1997 3.75 23/1987 16 10 3 1 0.0 0.0 1973 July 4.61 10.21 1985 0.84 1980 3.54 20/1998 15 9 3 1 0.0 0.0 1973 August 4.72 11.13 1977 0.65 1994 3.92 18/1993 14 8 3 1 0.0 0.0 1973 September 7.67 19.44 1995 1.20 1977 5.16 17/1995 17 12 5 2 0.0 0.4 1977 October 8.49 17.13 2002 3.15 1981 7.44 31/1991 17 11 6 2 1.3 10.6 1973 November 6.66 15.92 2002 0.68 1973 2.87 08/1997 16 11 5 2 7.5 30.0 1989 December 8.18 19.82 1985 1.21 1977 4.16 10/1985 19 13 6 2 14.8 46.4 1990 Annual 77.04 106.25 1998 54.21 1973 7.44 19911031 204 132 53 20 76.1 145.5 1990 Winter 22.78 39.34 1977 14.03 1974 4.79 19980109 55 37 17 6 46.7 96.1 2012 Spring 16.75 27.43 1998 8.23 2002 3.63 19790531 53 34 12 3 20.7 65.6 1985 Summer 14.69 25.68 2008 4.77 1980 3.92 19930818 46 27 9 4 0.0 0.0 1973 Fall 22.82 36.90 2002 12.19 2010 7.44 19911031 51 34 16 6 8.8 30.5 1989 Table updated on Oct 31, 2012 For monthly and annual means, thresholds, and sums: Months with 5 or more missing days are not considered Years with 1 or more missing months are not considered Seasons are climatological not calendar seasons Winter = Dec., Jan., and Feb. Spring = Mar., Apr., and May Summer = Jun., Jul., and Aug. Fall = Sep., Oct., and Nov. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 299 of 367 AGENDA ITEM #13.A.2. KODIAK AP, ALASKA Period of Record General Climate Summary - Temperature Station:(504988) KODIAK WSO AIRPORT From Year=1973 To Year=2012 MonthlyMax.Min. Daily Extremes Monthly Extremes AveragesTemp.Temp. HighestLowest>=<=<= <= Max.Min.MeanHighDateLowDateYearYear MeanMean90 F32 F32 F0 F dd/yyyydd/yyyy #### F F F F orForF - F - DaysDaysDaysDays yyyymmddyyyymmdd January 35.4 26.1 30.9 53 07/2005 -16 28/1989 39.1 1985 21.4 2012 0.0 7.6 21.1 0.3 February 36.0 25.7 30.9 55 08/1982 -8 16/1982 38.2 2003 22.2 1999 0.0 6.2 19.8 0.5 March 38.3 27.5 32.9 53 25/1991 1 03/1994 40.4 1983 22.1 2007 0.0 4.6 22.1 0.0 April 43.6 32.5 38.0 69 28/2005 7 13/1977 44.1 1979 31.8 1985 0.0 0.5 13.4 0.0 May 50.0 38.6 44.3 76 29/1993 24 03/2001 48.1 2004 39.0 1975 0.0 0.0 3.2 0.0 June 55.6 44.4 50.0 82 27/1997 31 04/1973 53.5 2001 45.2 1975 0.0 0.0 0.0 0.0 July 60.1 49.0 54.6 82 02/1989 37 08/2007 58.6 1979 50.4 1973 0.0 0.0 0.0 0.0 August 61.7 49.0 55.3 79 08/1993 34 29/1998 58.0 1983 51.5 1973 0.0 0.0 0.0 0.0 September 56.1 43.5 49.8 73 14/1985 26 21/1992 52.8 1979 46.1 1973 0.0 0.0 1.1 0.0 October 47.2 34.8 41.0 62 10/1983 10 31/1975 45.6 1979 36.5 1985 0.0 0.5 11.7 0.0 November 39.6 28.7 34.2 54 14/1986 2 10/1975 40.6 2002 26.8 1975 0.0 4.2 19.7 0.0 December 36.4 25.9 31.1 56 22/1984 -3 31/2011 38.1 1983 24.8 1997 0.0 7.2 22.4 0.1 Annual 46.7 35.5 41.1 82 19890702 -16 19890128 44.5 1983 36.4 1975 0.0 30.9 134.5 1.0 Winter 35.9 25.9 31.0 56 19841222 -16 19890128 35.3 1987 25.5 1975 0.0 21.0 63.3 1.0 Spring 44.0 32.8 38.4 76 19930529 1 19940303 42.9 1983 33.3 1975 0.0 5.2 38.6 0.0 Summer 59.2 47.5 53.3 82 19890702 31 19730604 56.3 1979 49.4 1975 0.0 0.0 0.0 0.0 Fall 47.6 35.7 41.6 73 19850914 2 19751110 45.6 1979 38.1 1975 0.0 4.7 32.6 0.0 Table updated on Oct 31, 2012 For monthly and annual means, thresholds, and sums: Months with 5 or more missing days are not considered Years with 1 or more missing months are not considered Seasons are climatological not calendar seasons Winter = Dec., Jan., and Feb. Spring = Mar., Apr., and May Summer = Jun., Jul., and Aug. Fall = Sep., Oct., and Nov. Western Regional Climate Center, wrcc@dri.edu Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 300 of 367 AGENDA ITEM #13.A.2. APPENDIX F GBA Publication Important Information about your Geotechnical-Engineering Report Appendix F Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 301 of 367 AGENDA ITEM #13.A.2. Jnqpsubou!Jogpsnbujpo!bcpvu!Uijt Hfpufdiojdbm.Fohjoffsjoh!Sfqpsu Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes. While you cannot eliminate all such risks, you can manage them. The following information is provided to help. Uzqjdbm!dibohft!uibu!dpvme!fspef!uif!sfmjbcjmjuz!pg!uijt!sfqpsu!jodmvef! The Geoprofessional Business Association (GBA) has prepared this advisory to help you Î assumedly !uif!tjuf‘t!tj{f!ps!tibqf< a client representative Î interpret and apply this !uif!gvodujpo!pg!uif!qspqptfe!tusvduvsf-!bt!xifo!ju‘t!!! geotechnical-engineering report as effectively !gspn!b!mjhiu.joevtusjbm!qmbou!up!b!sfgsjhfsbufe!xbsfipvtf< a lowered exposure to the subsurface problems that, for decades, have been a principal cause of !xfjhiu!pg!uif!qspqptfe!tusvduvsf< construction delays, cost overruns, claims, and !uif!dpnqptjujpo!pg!uif!eftjho!ufbn<!ps disputes. If you have questions or want more !qspkfdu!pxofstijq/ information about any of the issues discussed below, Bt!b!hfofsbm!svmf-!bmxbzt!jogpsn!zpvs!hfpufdiojdbm!fohjoffs!pg!qspkfdu! contact your GBA-member geotechnical engineer. dibohft!†!fwfo!njops!poft!†!boe!sfrvftu!bo!bttfttnfou!pg!uifjs! Active involvement in the Geoprofessional Business jnqbdu/! 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Dptumz!qspcmfnt!ibwf!pddvssfe!cfdbvtf!uiptf!sfmzjoh!po!b!hfpufdiojdbm. bcpvu!uif!dpoujovfe!sfmjbcjmjuz!pg!uijt!sfqpsu-!dpoubdu!zpvs!hfpufdiojdbm! fohjoffsjoh!sfqpsu!eje!opu!sfbe!ju!jo!jut!foujsfuz/!Ep!opu!sfmz!po!bo! fohjoffs!cfgpsf!bqqmzjoh!ju/!B!njops!bnpvou!pg!beejujpobm!uftujoh!ps! fyfdvujwf!tvnnbsz/!Ep!opu!sfbe!tfmfdufe!fmfnfout!pomz/!Sfbe!uijt!sfqpsu! bobmztjt!†!jg!boz!jt!sfrvjsfe!bu!bmm!†!dpvme!qsfwfou!nbkps!qspcmfnt/ jo!gvmm/ Most of the ÐFindingsÑ Related in This Report Are You Need to Inform Your Geotechnical Engineer Professional Opinions about Change Cfgpsf!dpotusvdujpo!cfhjot-!hfpufdiojdbm!fohjoffst!fyqmpsf!b!tjuf‘t! tvctvsgbdf!uispvhi!wbsjpvt!tbnqmjoh!boe!uftujoh!qspdfevsft/! xifo!eftjhojoh!uif!tuvez!cfijoe!uijt!sfqpsu!boe!efwfmpqjoh!uif! 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Page 303 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 304 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 305 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 306 of 367 AGENDA ITEM #13.A.2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Eng... Page 307 of 367 AGENDA ITEM #13.B.1. KODIAK ISLAND BOROUGH STAFF REPORT MAY 7, 2020 ASSEMBLY REGULAR MEETING SUBJECT: Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions For Sale Of A Tax Foreclosed Property. Resolution FY2020-25 is Legally Described As The SE1/4 NE1/4 SE1/4 WITHIN SECTION 30, TOWNSHIP 30 SOUTH, RANGE 29 WEST SEWARD MERIDAN, LARSEN BAY Formally Owned by Dorothy Beeching And Resolution FY2020-26 Authorizing Terms And Conditions of legal described FRACTIONAL W ½ E ½ NE ¼ SE ¼ SE ¼; W ½ NE ¼ SE ¼ SE ¼ AND FRACTIONAL NW ¼ SE ¼ SE ¼ OF PROTRACTED SECTION 14, T31S R29W SEWARD MERIDAN; Formally Owned By The Estate Of Willie Norell. As A Result Of The Tax Foreclosure Procedure For Both Parcels Were Attained by Clerks Deed Case Number 3KO-08-27 CI Signed June 22, 2009 Recorded As Document 2009-001136-0 on 6/26/2009. ORIGINATOR: Dora Cross RECOMMENDATION: To adopt Resolution No. FY2020-25 and No. FY2020-26. DISCUSSION: Ordinance No. FY2020-14 determined that a public need does not exist for both tax foreclosure parcels and directed the finance director to offer the properties by sealed bid auction with highest bidder taking ownership. Resolution FY2020-25 and FY2020-26 authorize the terms and conditions for both parcels. Resolution FY2020-25 and FY2020-26 Authorizes the terms and conditions for the sale of foreclosed property located at SE ¼ NE ¼ SE ¼ WITHIN SECTION 30,TOWNSHIP 30 SOUTH, RANGE 29 WEST SEWARD MERIDAN, LARSEN BAY formally owned by Dorothy Beeching and FRACTIONAL W ½ E ½ NE ¼ SE ¼ SE ¼; W ½ NE ¼ SE ¼ SE ¼ AND FRACTIONAL NW ¼ SE ¼ SE ¼ OF PROTRACTED SECTION 14, T31S R29W SEWARD MERIDAN; formally owned by the estate of Willie Norell. 1) To be eligible for consideration, bidder is to enclose a 10% deposit. The remaining balance will be due in thirty (30) days. The payment must be in the form of cash, a cashier's check, bank draft, certified check or other form acceptable by the Borough Finance Director. 2) The Borough Assessor has submitted a fair market value appraisal for both properties. Beeching property: $14,800-$30,000. Estate of Willie Norell: $15,400-$30,000. 3) The minimum acceptable bid shall not be less than than ninety-five (95%) of the low range of the fair market value. 4) If no qualifying bids are received the property may be listed on-line for sale for at least the minimum bid cost. 5) If the property is sold for more than taxes, penalties, interests and other related costs, the KIB is entitled to retain proceeds and is relieved on any requirement to notify the previous owner of any excess proceeds from the sale. 6) The KIB will provide the buyer of the property with a quitclaim deed. Kodiak Island Borough Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions ... Page 308 of 367 AGENDA ITEM #13.B.1. KODIAK ISLAND BOROUGH STAFF REPORT MAY 7, 2020 ASSEMBLY REGULAR MEETING 7) Prospective buyers shall be advised in the public notice that the KIB has the right to withdraw the parcel from the sale and that, pursuant to law, t he property may NOT be repurchased by the previous owner, or their assign or heirs, at any time before the sale. ALTERNATIVES: FISCAL IMPACT: Revenue Increase for Fund 210 - Land Sale OTHER INFORMATION: Kodiak Island Borough Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions ... Page 309 of 367 AGENDA ITEM #13.B.1. 1 Introduced by: Version 1 2 Drafted by: 3 Introduced on: 05/07/2020 4 Adopted on: 5 6 KODIAK ISLAND BOROUGH 7 RESOLUTION NO. FY2020-25 8 9 A RESOLUTION OF THE ASSEMBLY OF THE KODIAK ISLAND BOROUGH AUTHORIZING 10 TERMS AND CONDITIONS FOR SALE OF A TAX FORECLOSED PROPERTY LEGALLY 11 DESCRIBED AS THE SE ¼ NE ¼ SE ¼ WITHIN SECTION 30, TOWNSHIP 30 SOUTH, RANGE 12 29 WEST SEWARD MERIDAN, LARSEN BAY AT BOROUGH LAND SALE NUMBER 13 TWENTY. 14 15 WHEREAS, the Kodiak Island Borough has acquired parcel number 18205/R5302903006 16 located at the SE ¼ NE ¼ SE ¼ WITHIN SECTION 30,TOWNSHIP 30 SOUTH, RANGE 29 17 WEST SEWARD MERIDAN, LARSEN BAY formally owned by Dorothy Beeching by CDeed 18 case number 3KO-08-27 CI signed June 22, 2009, recorded as Document 2009-001136-0 on 19 6/26/2009 as a result of the tax foreclosure procedure; and 20 21 WHEREAS, the Assembly adopted Ordinance No. FY2020-14 which determined that a public 22 need does not exist for tax foreclosed SE ¼ NE ¼ SE ¼ WITHIN SECTION 30, T30S, R29W 23 SEWARD MERIDAN, LARSEN BAY and that it be sold; and 24 25 WHEREAS, Ordinance No. FY2020-14 directed the finance director to offer the property by 26 sealed bid auction with the highest bidder taking ownership, and the specific terms of sale. 27 28 NOW, THEREFORE, BE IT RESOLVED BY THE ASSEMBLY OF THE KODIAK ISLAND 29 BOROUGH THAT: 30 31 Section 1: To be eligible for consideration, all sealed bids must be 32 office by the date set by the finance director. Bidder is to enclose a 10% deposit 33 ($1,406.00) based on the minimum bid amount shown in the bid packet. This 34 payment must be in the form of 35 other form acceptable to the Borough Finance Director. If successful, the 36 remaining bid balance must be paid within thirty (30) days of the bid date. 37 38 Section 2: This property has been appraised by the Borough Assessor within a fair market 39 value range of $14,800 - $30,000. 40 41 Section 3: The minimum acceptable bid at auction shall be not less than ninety-five percent 42 (95%) of the low range of fair market appraised value (not less than $14,060). If 43 no qualifying bids are received, the property may be listed on-line for sale for at 44 least the minimum bid cost. 45 Kodiak Island Borough, Alaska Resolution No. FY2020-25 Page 1 of 2 Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions ... Page 310 of 367 AGENDA ITEM #13.B.1. 46 Section 4: Any right of repurchase by the previous owner has expired under AS 29.25.470. 47 If the property is sold for more than the amount of taxes, penalties, interests and 48 other related costs, the Kodiak Island Borough is entitled to retain the proceeds 49 and is relieved of any requirement to notify the previous owner of any excess 50 proceeds from the sale. 51 52 Section 5: The Borough will execute and deliver to the buyer of the property a quitclaim deed, 53 without warranty, which will convey any and all interest the Borough might have in 54 the real property, subject to any state or federal liens in accordance with AS 55 29.45.450 and subject to easements, reservations and restrictions of record 56 including zoning ordinances and any plat requirements and covenants. 57 Prospective buyers shall also be advised in the public notice that the Borough 58 reserves the right to withdraw the parcel from sale and that, pursuant to law, the 59 property may NOT be repurchased by the previous owner, or their assigns or heirs, 60 at any time before the sale. 61 62 63 ADOPTED BY THE ASSEMBLY OF THE KODIAK ISLAND BOROUGH 64 THIS __________ DAY OF _______________, 2020. 65 66 67 KODIAK ISLAND BOROUGH ATTEST: 68 69 70 ___________________________ ___________________________ 71 William Roberts, Mayor Tara Welinsky, Clerk 72 73 VOTES: 74 Ayes: 75 Noes: Kodiak Island Borough, Alaska Resolution No. FY2020-25 Page 2 of 2 Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions ... Page 311 of 367 AGENDA ITEM #13.B.1. Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions ... Page 312 of 367 AGENDA ITEM #13.B.1. Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions ... Page 313 of 367 AGENDA ITEM #13.B.1. Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions ... Page 314 of 367 AGENDA ITEM #13.B.1. 1 Introduced by: Version 1 2 Drafted by: 3 Introduced on: 05/07/2020 4 Adopted on: 5 6 KODIAK ISLAND BOROUGH 7 RESOLUTION NO. FY2020-26 8 9 A RESOLUTION OF THE ASSEMBLY OF THE KODIAK ISLAND BOROUGH AUTHORIZING 10 TERMS AND CONDITIONS FOR SALE OF A TAX FORECLOSED PROPERTY LEGALLY 11 DESCRIBED AS THE FRACTIONAL W ½ E ½ NE ¼ SE ¼ SE ¼; W ½ NE ¼ SE ¼ SE ¼ 12 AND FRACTIONAL NW ¼ SE ¼ SE ¼ OF PROTRACTED SECTION 14, TOWNSHIP 31 13 SOUTH RANGE 29 WEST SEWARD MERIDAN AT BOROUGH LAND SALE NUMBER 14 TWENTY. 15 16 WHEREAS, the Kodiak Island Borough has acquired parcel number 18386/R5312901404 17 located at the FRACTIONAL W ½ E ½ NE ¼ SE ¼ SE ¼; W ½ NE ¼ SE ¼ SE ¼ AND 18 FRACTIONAL NW ¼ SE ¼ SE ¼ OF PROTRACTED SECTION 14, T31S R29W SEWARD 19 MERIDAN formally owned by the Estate of Willie Norell by CDeed case number 3KO-08- 20 27 CI signed June 22, 2009, recorded as Document 2009-001136-0 date June 26, 2009 as a 21 result of the tax foreclosure procedure; and 22 23 WHEREAS, the Assembly adopted Ordinance No. FY2020-14 which determined that a public 24 need does not exist for tax foreclosed THE FRACTIONAL W ½ E ½ NE ¼ SE ¼ SE ¼; W ½ NE 25 ¼ SE ¼ SE ¼ AND FRACTIONAL NW ¼ SE ¼ SE ¼ OF PROTRACTED SECTION 14, T31S 26 R29W SEWARD MERIDAN and that it be sold; and 27 28 WHEREAS, Ordinance No. FY2020-14 directed the finance director to offer the property by 29 sealed bid auction with the highest bidder taking ownership, and the specific terms of sale. 30 31 NOW, THEREFORE, BE IT RESOLVED BY THE ASSEMBLY OF THE KODIAK ISLAND 32 BOROUGH THAT: 33 34 Section 1: 35 office by the date set by the finance director. Bidder is to enclose a 10% deposit 36 ($1,463.00) based on the minimum bid amount shown in the bid packet. This 37 payment must be in the form of 38 other form acceptable to the Borough Finance Director. If successful, the 39 remaining bid balance must be paid within thirty (30) days of the bid date. 40 41 Section 2: This property has been appraised by the Borough Assessor within a fair market 42 value range of $15,400 - $30,000. 43 44 45 Kodiak Island Borough, Alaska Resolution No. FY2020-26 Page 1 of 2 Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions ... Page 315 of 367 AGENDA ITEM #13.B.1. 46 47 48 49 50 51 Section 3: The minimum acceptable bid at auction shall be not less than ninety-five percent 52 (95%) of the low range of fair market appraised value (not less than $14,630). If 53 no qualifying bids are received the property may be listed on-line for sale for at 54 least the minimum bid cost. 55 56 Section 4: Any right of repurchase by the previous owner has expired under AS 29.25.470. 57 If the property is sold for more than the amount of taxes, penalties, interests and 58 other related costs, the Kodiak Island Borough is entitled to retain proceeds and 59 is relieved of any requirement to notify the previous owner of any excess 60 proceeds from the sale. 61 62 Section 5: The Borough will execute and deliver to the buyer of the property a quitclaim 63 deed, without warranty, which will convey any and all interest the Borough might 64 have in the real property, subject to any state or federal liens in accordance with 65 AS 29.45.450 and subject to easements, reservations and restrictions of record 66 including zoning ordinances and any plat requirements and covenants. 67 Prospective buyers shall also be advised in the public notice that the Borough 68 reserves the right to withdraw the parcel from sale and that, pursuant to law, the 69 property may NOT be repurchased by the previous owner, or their assigns or 70 heirs, at any time before the sale. 71 72 73 ADOPTED BY THE ASSEMBLY OF THE KODIAK ISLAND BOROUGH 74 THIS __________ DAY OF _______________, 2020. 75 76 KODIAK ISLAND BOROUGH ATTEST: 77 78 79 ___________________________ ___________________________ 80 William Roberts, Mayor Tara Welinsky, Clerk 81 82 VOTES: 83 Ayes: 84 Noes: Kodiak Island Borough, Alaska Resolution No. FY2020-26 Page 2 of 2 Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions ... Page 316 of 367 AGENDA ITEM #13.B.1. Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions ... Page 317 of 367 AGENDA ITEM #13.B.1. Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions ... Page 318 of 367 AGENDA ITEM #13.B.1. Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions ... Page 319 of 367 AGENDA ITEM #13.B.1. Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions ... Page 320 of 367 AGENDA ITEM #13.B.1. Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions ... Page 321 of 367 AGENDA ITEM #13.B.1. Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions ... Page 322 of 367 AGENDA ITEM #13.B.1. Resolution No. FY2020-25 and FY2020-26 Authorizing Terms And Conditions ... Page 323 of 367 AGENDA ITEM #13.B.2. 1 Introduced by:Borough Manager Version 1 2 Drafted by:Borough Mayor 3 Introduced on:05/07/2020 4 Adopted on: 5 6 KODIAK ISLAND BOROUGH 7 RESOLUTIONNO. FY2020-27 8 9 ARESOLUTIONOF THE ASSEMBLY OF THE KODIAK ISLANDBOROUGHMANDATING 10 ELECTRONIC-ONLY DISTRIBUTION OF NON-PRIVILEGED MEETING MATERIALS AND 11 COMMUNICATIONS 12 13 WHEREAS,In 2011 the Kodiak Island Borough Assembly decided to stop using hard-copy 14 paper packets and instead use iPads for electronic distribution of meeting materials 15 communications to Assembly members;and 16 17 WHEREAS,Each Assembly member is provided an iPad to carry out Assembly work; and 18 19 WHEREAS,Borough meeting materials and communications have been posted online for 20 public review and pushed out to Assembly members’ iPads since 2011; and 21 22 WHEREAS,Utilizing electronic distribution of meeting materials for all Assembly members 23 ensures consistent and timely distribution and saves time and money for the Borough; and 24 25 WHEREAS,Requiring the Clerk’s office to make paper copies of meeting materials and 26 communications created unnecessary work and undermines advantages of electronic distribution. 27 28 NOW, THEREFORE, BE IT RESOLVEDBY THE ASSEMBLY OFTHE KODIAK ISLAND 29 BOROUGH THAT distribution of non-privileged meeting materials and communicationsbe 30 throughelectronic-onlytransmission. 31 32 33 ADOPTED BY THE ASSEMBLY OF THE KODIAK ISLAND BOROUGH 34 THIS __________ DAY OF _______________,2020. 35 36 KODIAK ISLAND BOROUGHATTEST: 37 38 39______________________________________________________ 40 William Roberts,MayorTara Welinsky, Clerk 41 42 VOTES: 43 Ayes: 44 Noes: Kodiak Island Borough, AlaskaResolutionNo. FY2020-27 Page 1of 1 Version 1 Resolution No. FY2020-27 Mandating Electronic-Only Distribution Of Non-P... Page 324 of 367 AGENDA ITEM #13.B.3. KODIAK ISLAND BOROUGH STAFF REPORT MAY 7, 2020 ASSEMBLY REGULAR MEETING SUBJECT: Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizing The Borough To Issue A Refunding Revenue Bond To Refund All Or A Portion Of The Principal Installments Of The Outstanding Solid Waste Disposal Facility Revenue Bond, 2011, Of The Borough And To Pay Costs Of Issuing The Bond; Fixing Certain Details Of Such Bond; Authorizing Its Sale; And Providing For Related Matters ORIGINATOR: Dora Cross RECOMMENDATION: DISCUSSION: This resolution give approval to refund (refinance) the callable portion of our outstanding revenue bonds and reissue them at a lower interest rate. The preliminary savings were calculated to be $. ALTERNATIVES: FISCAL IMPACT: OTHER INFORMATION: Kodiak Island Borough Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 325 of 367 AGENDA ITEM #13.B.3. CERTIFICATE OF CLERK I, TARA WELINSKY, Clerk of the Kodiak Island Borough (the “Borough”), HEREBY CERTIFY that the document attached hereto is an accurate and complete copy of Resolution No. FY2020-30 of the Borough adopted by the Borough Assembly at a meeting duly called and held on ____________________, 2020, and that Resolution No. FY2020-30 has not been modified, amended, repealed, or rescinded, but is in full force and effect on the date hereof. IN WITNESS WHEREOF, I have executed this certificate this _____ day of _______________, 2020. TARA WELINSKY Borough Clerk Kodiak Island Borough Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 326 of 367 AGENDA ITEM #13.B.3. Introduced by:Borough Manager 0 Requested by:Finance Director 1 Drafted by:Bond Counsel 2 Introduced on: 3 Adopted on: 4 5 6KODIAK ISLAND BOROUGH 7RESOLUTION NO. FY2020-30 8 9A RESOLUTION OF THE KODIAK ISLAND BOROUGH ASSEMBLY AUTHORIZING THE 10BOROUGH TO ISSUE A REFUNDING REVENUE BOND TO REFUND ALL OR A PORTION OF 11THE PRINCIPAL INSTALLMENTS OF THE OUTSTANDING SOLID WASTE DISPOSAL 12FACILITY REVENUE BOND, 2011, OF THE BOROUGH AND TOPAY COSTS OF ISSUING THE 13BOND; FIXING CERTAIN DETAILS OF SUCH BOND; AUTHORIZING ITS SALE; AND 14PROVIDING FOR RELATED MATTERS 15 16WHEREAS,pursuant to Resolution No. FY2012-06, adopted by the Assembly on August4, 172011 (the “2011 Bond Resolution”), the Boroughissued its Solid Waste Disposal Facility Revenue 18Bond, 2011 (the “2011 Bond”), maturing on June1, 2033, with principal installments due on 19September1 of each of the years 2012 through 2026, inclusive, in the original principal amount of 20$3,275,000, of which ; and 21 22WHEREAS,the principal installments of the 2011 Bond due in each of the years 2022 through 232026, inclusive, currently outstanding in the aggregate principal amount of $1,355,000 (the 24“Refundable Principal Installments”), are subject to prepayment in whole or in part at the option of 25the Borough on any date on or after September1, 2021, at a price of 100% of the principal amount 26thereof to be prepaid, plus accrued interest to the date of prepayment; and 27 28WHEREAS,under AS 29.47.300, if the Borough has outstanding revenue bonds and the 29Assembly determines it would be financially advantageous to refund those bonds, the Borough 30may provide by resolution for the issuance of revenue refunding bonds, and under AS 29.47.320, 31no election is required to authorize the issuance and sale of refunding bonds; and 32 33WHEREAS,under AS 29.47.340, refunding bonds may be exchanged for the bonds being 34refunded; and 35 36WHEREAS,the Borough sold the 2011 Bond to the Alaska Municipal Bond Bank (the “Bond 37Bank”), as authorized by the 2011 Bond Resolution, on the terms and conditions set forth in the 382011 Bond Resolution and in the loan agreement between the Borough and the Bond Bank dated 39as of September1, 2011 (the “2011 Loan Agreement”); and 40 41WHEREAS,the Bond Bank issued its General Obligation and Refunding Bonds, 2011 Series 42Three (the “Bond Bank Bonds”), among other purposes, to provide funds to purchase the 2011 43Bond, as provided in the 2011 Loan Agreement; and 44 45WHEREAS,the Bond Bank has expressed its intent to issuerefunding bonds (the “Bond Bank 46Refunding Bonds”) for the purpose of refunding a portion of the Bond Bank Bonds and achieving a 47debt service savings; and 48 Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 1of 18 FG:53728747.1 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 327 of 367 AGENDA ITEM #13.B.3. 49WHEREAS,Section 6 of the 2011 Loan Agreement provides that payments of principal of and 50interest onthe 2011 Bond may be adjusted to reduce debt service on the 2011 Bond if the Bond 51Bank is able to achieve debt service savings by refunding the Bond Bank Bonds; and 52 53WHEREAS,the Bond Bank has offered to enter into an Amendatory Loan Agreement (the 54“Amendatory Loan Agreement”) to effect a reduction in debt service on all or a portion of the 55Refundable Principal Installments; and 56 57WHEREAS,the Assembly wishes to effect a reduction in debt service on all or a portion of the 58Refundable Principal Installments by entering into the Amendatory Loan Agreement, issuing a 59refunding bond (and a replacement 2011 Bond) in exchange for the 2011 Bond, and participating 60in the refunding of a portion of the Bond Bank Bonds; and 61 62WHEREAS,the Assembly finds that it is necessary and appropriate to delegate to each of the 63Borough Manager and Borough Finance Director authority to determine the maturity amounts, 64interest rates, and other detailsof the bond, and to determine other matters that are not provided 65for in this Resolution; 66 67NOW, THEREFORE, BE IT RESOLVED BY THE ASSEMBLY OF THE KODIAK ISLAND 68BOROUGH THAT: 69 70Section 1:Definitions. In addition to terms which are defined in the recitals above, the 71following terms shall have the following meanings in this Resolution: 72 73(a)“2011 Bond”means the Solid Waste Disposal Facility Revenue Bond, 742011, issued by the Borough pursuant to the 2011 Bond Resolution. 75 76(b)“2011 Bond Resolution” means Resolution No. FY2012-06 of the Borough, 77adopted by the Assembly on August 4, 2011. 78 79(c)“2011 Loan Agreement”means the loan agreement between the Borough 80and the Bond Bank dated as of September1, 2011. 81 82(d)“Amendatory Loan Agreement” means the amendatory loan agreement to 83be entered into between the Borough and the Bond Bank to effect a reduction in 84debt service on all or a portion of the Refundable Principal Installments. 85 86(e)“Amended Loan Agreement” means the Loan Agreement as amended by 87the Amendatory Loan Agreement. 88 89(f)“Annual Debt Service Requirement” means, with respect to any particular 90Fiscal Year and to any specified bonds, an amount equal to (i) interest accruing 91during such Fiscal Year on such bonds, except to the extent such interest is to be 92paid from deposits in the Debt Service Subaccount from bond proceeds; (ii) the 93principal amount of such bonds due during such Fiscal Year for which no sinking 94fund installments have been established; plus (iii) the unsatisfied balance of any 95sinking fund installment for such bonds due during such Fiscal Year. 96 97(g)“Assembly” means the Assembly of the Kodiak Island Borough, as the 98general legislative authority of the Kodiak Island Borough, as the same shall be 99duly and regularly constituted from time to time. Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 2of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 328 of 367 AGENDA ITEM #13.B.3. 100 101(h)“Bond” means the “Solid Waste Disposal Facility Refunding Revenue 102Bond” of the Kodiak Island Borough, the issuance andsale of which are authorized 103herein. 104 105(i)“Bond Account” means the Solid Waste Disposal Revenue Bond Account 106created by Section 12 of the 2011 Bond Resolution. 107 108(j)“Bond Bank” means the Alaska Municipal Bond Bank. 109 110(k)“Bond Bank Bonds” means the General Obligation and Refunding Bonds, 1112011 Series Three, issued by the Bond Bank. 112 113(l)“Bond Bank Refunding Bonds” means the series of general obligation 114bonds issued by the Bond Bank, a portion of the proceeds of which are used to 115purchase the Bond. 116 117(m)“Bond Register”means the registration books maintained by the Registrar, 118which include the names and addresses of the Registered Owners of the Bond or 119their nominees. 120 121(n)“Borough” means the Kodiak Island Borough, a municipal corporation of 122the State of Alaska, organized as a second class borough under Title 29 of the 123Alaska Statutes. 124 125(o)“Borough Manager” means the Manager or Administrative Official of the 126Borough. 127 128(p)“Code” means the Internal Revenue Code of 1986, as amended from time 129to time, together with all regulations applicable thereto. 130 131(q)“ConsultingEngineer” means an independent consulting engineer or 132engineering firm licensed to practice in the State of Alaska, retained and appointed 133pursuant to Section 14(F) (and, so long as the 2011 Bond is outstanding, pursuant 134to Section 15(F) of the 2011 Resolution). 135 136(r)“Debt Service Subaccount” means the Debt Service Subaccount created 137in the Bond Account by Section 12 of the 2011 Bond Resolution. 138 139(s)“Facility” means the Borough’s solid waste disposal facility. 140 141(t)“Fiscal Year” means the 12-month period commencingon July 1 each year 142through and including June 30 of the following calendar year. 143 144(u)“Future Parity Bonds” means any solid waste disposal revenue bonds, 145notes, or other obligations of the Borough, other than the 2011 Bond and the Bond, 146issued under a resolution wherein the Borough pledges that the payments to be 147madeout of the Pledged Revenues into the Bond Account and Reserve 148Subaccount therein to pay and secure thepayment of the principal of andinterest 149on such revenue bonds, notes, or other obligations will be on a paritywith the 150payments required by this Resolution to bemade out of such Pledged Revenues Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 3of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 329 of 367 AGENDA ITEM #13.B.3. 151into such Bond Account and Reserve Subaccount to pay and secure the payment 152of the principal of andinterest onthe 2011 Bond and the Bond. 153 154(v)“Government Obligations” means obligations that are either (i)direct 155obligations of the United States of America or (ii)obligations of an agency or 156instrumentality of the United States of America the timely payment of the principal 157of and interest on which are unconditionally guaranteed by the United States of 158America. 159 160(w)“Net Revenues” means, for any Fiscal Year, all amounts received by the 161Borough and deposited in the Solid Waste Disposal Fund and interest and profits 162derived from the investment of money held in the Solid Waste Disposal Fund 163during such period, less Operating Expenses for such period. 164 165(x)“Operating Expenses” means, for any Fiscal Year, the expenses incurred 166for operation, maintenance, or repair of the Facility. Operating Expenses shall not 167include any allowances for depreciation or amortization or any principal, 168redemption price, or purchase price of, or interest on, any obligations of the 169Borough incurred in connection with and payable from Pledged Revenues or any 170fee or charge in lieu of Borough taxes. 171 172(y)“Parity Bonds” means the 2011 Bond, the Bond, and any Future Parity 173Bonds. 174 175(z)“Pledged Revenues” means Net Revenues andinterest received and 176profits derived from theinvestment of money obtained from money held in any fund 177solely to pay or secure the payment of the 2011 Bond and the Bond. 178 179(aa)“Refundable Principal Installments” means the principal installments of the 1802011 Bond due in each of the years 2022 through 2026, inclusive, currently 181outstanding in the aggregate principal amount of $1,355,000. 182 183(bb)“Registered Owner” means the person named as the registered owner of 184a Parity Bond in the Bond Register. 185 186(cc)“Registrar” means the Borough Finance Director, or any successor that 187the Borough may appoint by resolution. 188 189(dd)“Reserve Subaccount” means the Reserve Subaccount created in the 190Bond Account by Section 12 of the 2011 Bond Resolution. 191 192(ee)“Reserve Subaccount Requirement” means an amount equal to the least 193of (i) 10% of the initial principal amount of all outstanding Parity Bonds; (ii) 125% 194of the average Annual Debt Service Requirement for all outstanding Parity Bonds; 195and (iii) the maximum Annual Debt Service Requirement on all outstanding Parity 196Bonds. 197 198(ff)“Resolution” means this Resolution No. FY2020-30of the Borough. 199 200Section 2:Authorization of Bond and Purpose of Issuance. The Assembly hereby determines 201it would be financially advantageous to refund all or a portion of the Refundable Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 4of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 330 of 367 AGENDA ITEM #13.B.3. 202Principal Installments by issuing the Bond (and a replacement 2011 Bond) on the 203terms and conditions provided in this Resolution. For the purpose of providing the 204funds required to refund all or a portion of the Refundable Principal Installments 205and to pay all costs incidental thereto and to the issuance of the Bond, the Borough 206hereby authorizes and determines to issue and sell the Bond. The Bond shall be 207designated “Solid Waste Disposal Facility Refunding Revenue Bond,” with such 208additional series and year designation as the Borough Manager or the Borough 209Finance Director may fix and determine. 210 211The Borough Manager and/or the Borough Finance Director are hereby authorized 212to fix and determine which of the Refundable Principal Installments are to be 213refunded by issuing the Bond (and a replacement 2011 Bond) in exchange 214therefor. 215 216Section 3:Date, Maturity, Interest Rates, and Other Details of the Bond. Each principal 217installment of the Bond shall be in the denomination of $5,000 or any integral 218multiple thereof. The Bond shall be numbered in the manner and with such 219additional designation as the Registrar deems necessary for purposes of 220identification, and may have endorsed thereon such legends or text as may be 221necessary or appropriate to conform to the rules and regulations of any 222governmental authority or any usage or requirement of law with respect thereto. 223 224The Bond shall bear interest payable semi-annually on the dates and shall mature 225on the date and each principal installment shall be payable annually in the amount 226and on the dates, all as shall be set forth in the Amendatory Loan Agreement. 227Interest will be computed on the basis of a 360-day year consisting of twelve 30- 228day months. 229 230Subject to Section 2 and the remainder of this Section, the dated date, the principal 231installment and interest payment dates, the record dates for interest payments, the 232aggregate principal amount, the amount of each principal installment, and the 233interest rate on each principal installment shall be determined at the time of 234execution of the Amendatory Loan Agreement under Section 18, provided that 235(i)no rate of interest on any principal installment shall exceed the rateof interest 236on the corresponding maturity of the Bond Bank Refunding Bonds; and (ii)the net 237present value of the savings to the Borough effected by issuing the Bond (and a 238replacement 2011 Bond) and refunding the Refundable Principal Installments that 239are refunded shall be at least 3 percent of the aggregate principal amount of the 240Refundable Principal Installments that are refunded; and (iii)the Bond shall mature 241on or before the date that is six months after the date on which the last Refundable 242Principal Installment that is refunded is payable. 243 244Section 4:Optional Prepayment. The principal installments of the Bond shall be subject to 245prepayment, at the Borough’s option, on the dates and at the prices to be set forth 246in the Amendatory Loan Agreement. If fewer than all of the principal installments 247of the Bond are to be prepaid, the principal installments to be prepaid shall be 248determined by the Borough. Notice of any such prepayment shall be sent by the 249Borough not less than 50 days prior to the date fixed for prepayment by first class 250mail to the Registered Owner at the Registered Owner’s address as it then appears 251on the Bond Register. Notice of prepayment having been duly given and the Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 5of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 331 of 367 AGENDA ITEM #13.B.3. 252prepayment having been duly effected, interest on the principal installmentsto be 253prepaid shall cease to accrue on the date fixed for prepayment. 254 255Section 5:Form of Bond. The Bond shall be in substantially the following form, subject to the 256provisions of the Amendatory Loan Agreement and with such variations, 257omissions, and insertions as may be required or permitted by this Resolution: 258 259UNITED STATES OF AMERICA 260 261KODIAK ISLAND BOROUGH, ALASKA 262 263NO. _______$________ 264 265SOLID WASTE DISPOSAL FACILITY REFUNDING REVENUE BOND 266 267REGISTERED OWNER: ALASKA MUNICIPAL BOND BANK 268 269PRINCIPAL AMOUNT: 270 271The Kodiak Island Borough (the “Borough”), a municipal corporation of the 272State of Alaska, hereby acknowledges itself to owe and for value received 273promises to pay to the Registered Owner identified above, or its registered 274assigns, but only from the sources stated herein, the principal amount identified 275above in the following installments in each of the following years, and to pay, from 276the sources stated herein, interest on such installments from the date hereof, 277payable on ____ 1, 20___, and semiannually thereafter on ____ 1, and ____ 1, of 278each year, at the rates per annum as follows: 279 280MaturityPrincipalInterest 281DateAmountRate 282 283 284 285For so long as the Alaska Municipal Bond Bank (the “Bond Bank”) is the 286Registered Owner, payment of principal and interest shall be made as provided in 287the Loan Agreement between the Bond Bank and the Borough, as amended (the 288“Amended Loan Agreement”). When and if this Bond is not owned by the Bond 289Bank, installments of principal of and interest on this Bond shall be paid by check 290or draft mailed by first class mail to the Registered Owner as of the close of 291business on the 15th day of the month before each installment payment date; 292provided, that the final installment of principal of and interest on this Bond shall be 293payable upon presentation and surrender of this Bond by the Registered Owner at 294the office of the Registrar. Interest will be computed on the basis of a 360-day year 295consisting of twelve 30-day months. Both principal of and interest on this Bond are 296payable in lawful money of the United States of America which, on the respective 297dates of payment thereof, shall be legal tender for the payment of public and 298private debts, solely out of the special fund of the Borough known as the “Solid 299Waste Disposal RevenueBond Account” created by Section 12 of Resolution No. 300FY2012-06. 301 Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 6of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 332 of 367 AGENDA ITEM #13.B.3. 302This Bond is the Solid Waste Disposal Facility Refunding Revenue Bond 303issued by the Borough, and is authorized for the purpose of refunding certain 304principal installments of an outstanding revenue bond of the Borough under 305Resolution No. FY2020-30of the Borough entitled: 306 307A RESOLUTION OF THE KODIAK ISLAND BOROUGH 308ASSEMBLY AUTHORIZING THE BOROUGH TO ISSUE A 309REFUNDING REVENUE BOND TO REFUND ALL OR A PORTION 310OF THE PRINCIPAL INSTALLMENTS OF THE OUTSTANDING 311SOLID WASTE DISPOSAL FACILITY REVENUE BOND, 2011, OF 312THE BOROUGH AND TO PAY COSTS OF ISSUING THE BOND; 313FIXING CERTAIN DETAILS OF SUCH BOND; AUTHORIZING ITS 314SALE; AND PROVIDING FOR RELATED MATTERS 315 316(the “Resolution”). 317 318Installmentsof principal of this Bond maturing on and after _____ 1, 20__, 319shall be subject to prepayment on and after _____ 1, 20__, at the option of the 320Borough (subject to any applicable provisions of the Amended Loan Agreement), 321in such principal amounts and fromsuch maturities as the Borough may determine, 322and by lot within a maturity, at a redemption price equal to the principal amount to 323be prepaid, plus accrued interest to the date of prepayment. 324 325This Bond is transferable as provided in the Resolution, (i) only upon the 326Bond Register of the Borough, and (ii) upon surrender of this Bond together with a 327written instrument of transfer duly executed by the Registered Owner or the duly 328authorized attorney of the Registered Owner, and thereupon a new fully registered 329Bond in the same aggregate principal amount and maturity shall be issued to the 330transferee in exchange therefor as provided in the Resolution and upon the 331payment of charges, if any, as therein prescribed. The Borough may treat and 332consider the person in whose name this Bond is registered as the absolute owner 333hereof for the purpose of receiving payment of, or on account of, the principal or 334redemption price, if any, hereof and interest due hereon and for all other purposes 335whatsoever. 336 337This Bond is a special, limited obligation of theBorough giving rise to no 338charge against the Borough’s general credit, and is payable solely from, and 339constitute a claim of the owner hereof against, only therevenues, funds, and 340assets of theBorough pledged under the Resolution. This Bond shall never 341constitute a debt or indebtedness of the State of Alaska within themeaning of any 342provision or limitation of the Constitution or statutes of the State of Alaska or the 343Borough, or of any political subdivision thereof, and shall never constitute nor give 344rise to a general pecuniary liability of the State or the Borough or a charge against 345their general credit or taxing powers. 346 347No officer,agent, or employee of the Borough, and no officer, official, 348agent,or employee of the State of Alaska, nor any person executing this Bond, 349shall in any event be subject to any personal liability or accountability byreason of 350theissuance of this Bond. 351 Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 7of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 333 of 367 AGENDA ITEM #13.B.3. 352IT IS HEREBY CERTIFIED AND RECITED that all conditions, acts or 353things required by the constitution or statutes of the State of Alaska to exist, to 354have happened or to have been performed precedent to or in the issuance of this 355Bond exist, have happened and have been performed, and that this Bond, together 356with all other indebtedness of the Borough, is within every debt and other limit 357prescribed by such constitution or statutes. 358 359IN WITNESS WHEREOF, THE KODIAK ISLAND BOROUGH, ALASKA, 360has caused this Bond to be signed in its name and on its behalf by the manual or 361facsimile signature of its Mayor and its corporate seal (or a facsimile thereof) to be 362impressed or otherwise reproduced hereon and attested by the manual or facsimile 363signature of its Clerk, all as of the ____ day of __________, _____. 364 365KODIAK ISLAND BOROUGH 366 367 /specimen/ 368 Borough Mayor 369 370ATTEST: 371 372 /specimen/ 373 Borough Clerk 374 375Section 6:Execution. The Bond shall be executed in the name of the Borough by the manual 376or facsimile signature of the Mayor, and its corporate seal (or a facsimile thereof) 377shall be impressed or otherwise reproduced thereon and attested by the manual 378or facsimile signature of the Borough Clerk. The execution of the Bond on behalf 379of the Borough by persons who at the time of the execution are duly authorizedto 380hold the proper offices shall be valid and sufficient for all purposes, although any 381such person shall have ceased to hold office at the time of delivery of the Bond or 382shall not have held office on the date of the Bond. 383 384Section 7:Payment of Principal Installments and Interest. The Bond shall be payable in 385lawful money of the United States of America which at the time of payment is legal 386tender for the payment of public and private debts. For so long as the Bond Bank 387is the Registered Owner of the Bond, paymentof principal installments of and 388interest on the Bond shall be made as provided in the Amended Loan Agreement. 389When and if the Bond Bank is not the Registered Owner of the Bond, installments 390of principal of and interest on the Bond shall be paid by check mailed by first class 391mail to the Registered Owner as of the record date for the installment payment at 392the address appearing on the Bond Register; provided, that the final installment of 393principal and interest on the Bond shall be payable upon presentation and 394surrender of the Bond by the Registered Owner at the office of the Registrar. 395 396Section 8:Registration. The Bond shall be issued only in registered form as to both principal 397and interest. The Borough designates the Borough Finance Director as Registrar 398for theBond. The Registrar shall keep, or cause to be kept, the Bond Register at 399the principal office of the Borough. The Borough covenants that, until the Bond has 400been surrendered and canceled, it will maintain a system for recording the 401ownership of the Bond that complies with the provisions of Section 149 of the 402Code. The Borough and the Registrar may treat the person in whose name the Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 8of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 334 of 367 AGENDA ITEM #13.B.3. 403Bond shall be registered as the absolute owner of such Bond for all purposes, 404whether or not the Bond shall be overdue, and all payments of principal of and 405interest on the Bond made to the Registered Owner thereof or upon its order shall 406be valid and effectual to satisfy and discharge the liability upon such Bond to the 407extent of the sum or sums so paid, and neither the Boroughnor the Registrar shall 408be affected by any notice to the contrary. 409 410Section 9:Transfer and Exchange. The Bond shall be transferred only upon the Bond 411Register. Upon surrender for transfer or exchange of the Bond at the office of the 412Registrar, together with a written instrument of transfer or authorization for 413exchange in form and with guaranty of signature satisfactory to the Registrar, duly 414executed by the Registered Owner or the duly authorized attorney of the 415Registered Owner, the Borough shall execute and deliver a replacement Bond in 416equal aggregate principal amount, subject to such reasonable regulations as the 417Borough may prescribe and upon payment sufficient to reimburse it for any tax, 418fee, or other governmental charge required to be paid in connectionwith such 419transfer or exchange. If the Bond is surrendered for transfer or exchange it shall 420be canceled by the Registrar. 421 422Section 10:Bond Mutilated. Destroyed, Stolen, or Lost. Upon surrender to the Registrar of a 423mutilated Bond, the Borough shall execute and deliver a new Bond of like maturity 424and principal amount. Upon filing with the Registrar of evidence satisfactory to the 425Boroughthat the Bond has been destroyed, stolen, or lost and of the ownership 426thereof, and upon furnishing the Borough with indemnity satisfactory to it, the 427Borough shall execute and deliver a new Bond of like maturity and principal 428amount. The person requesting the execution and delivery of a new Bond under 429this Section shall comply with such other reasonable regulations as the Borough 430may prescribe and shall pay such expenses as the Borough may incur in 431connection therewith. 432 433Section 11:Priority of Use of Pledged Revenues. Pledged Revenues are hereby pledged to 434and shall be used only for the following purposes and in the following order of 435priority: 436 437First, to make all payments, including sinking fund payments, required to 438be made into the Debt Service Subaccount for the payment of the principal of and 439interest on Parity Bonds; 440 441Second, to make all payments required to be made into the Reserve 442Subaccount; 443 444Third, to make all payments, including sinking fund payments, required to 445be made into a subordinate lien debt service account for the payment of the 446principal of and interest on any subordinate lien bonds; 447 448Fourth, to make all payments required to be made into a reserve account 449for any subordinate lien bonds; and 450 451Fifth, to pay the costs of additions, betterments, improvements, and 452repairs to and extensions and replacements of the Facility, to purchase or redeem Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 9of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 335 of 367 AGENDA ITEM #13.B.3. 453Facility improvement revenue bonds or notes of the Borough, or for any other 454proper purpose in connection with the operation of the Facility. 455 456Section 12:Solid Waste Disposal Revenue Bond Accountand Accounts Therein. There has 457been heretofore created by Section 12 of the 2011 Bond Resolution a special 458restricted account within the Solid Waste Fund of the Borough known as the “Solid 459Waste Disposal Revenue Bond Account” (the “Bond Account”), which account is 460to be drawn upon for the sole purpose of paying the principal of and interest and 461premium, if any, on all Parity Bonds. The Bond Accountconsists of two 462subaccounts, the Debt Service Subaccount and the Reserve Subaccount. 463Amounts pledged to be paid into theBond Account are hereby declared to be a 464lien and charge upon Pledged Revenues superior to all other charges of any kind 465or nature and equal in rank to the charge thereon to pay and secure the payment 466of the principal of and interest onall Parity Bonds. 467 468TheBorough hereby irrevocably obligates and binds itself to set aside and pay into 469the Debt Service Subaccount outof Pledged Revenues on or before the date due: 470 471A.Such amounts, in approximatelyequal monthly installments, as 472will be sufficient to accumulate the amount required to pay the interest scheduled 473to become due on Parity Bonds on the next interest payment date; and 474 475B.Such amounts, in approximately equal monthly installments, as 476will be sufficient to accumulate (i) the principal amount of Parity Bonds due for 477which no sinking fund installments have been established; plus (ii) the unsatisfied 478balance of any sinking fund installment for Parity Bonds, in each case during the 479next 12 months. 480 481C.For so long as Parity Bonds are held by the Bond Bank, the 482Borough will pay such amounts into the Debt Service Subaccount out of Pledged 483Revenues as may be required by the Amended Loan Agreement. 484 485Money in the Debt Service Subaccount may beheld in cash or invested in 486accordance with Borough policy such that investments will mature prior to thetime 487such money is required for thepayment of theprincipal of or interest on theParity 488Bonds. All interest earned on and profitsderived from such investments shall 489remain in and become part of the Debt Service Subaccount. 490 491Section 13:Reserve Subaccount. The Borough herebycovenants and agrees that it will, at 492the time of issuance of the Bond, cause amounts to bepaid into the Reserve 493Subaccount such that the total amount in the Reserve Subaccount will beequal 494heReserve Subaccount Requirement. 495 496The Borough further covenants and agrees that it will set aside and pay into the 497Reserve Subaccount amounts from Pledged Revenues, commencing with thefirst 498month following the closing anddelivery of the Bond, so that the amount on deposit 499in the Reserve Subaccount will at all times be at least equal to the Reserve 500Subaccount Requirement. 501 502The Borough further covenants and agrees that in the event it issues any Future 503Panty Bonds hereafter it will providein each resolution authorizing the same that Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 10of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 336 of 367 AGENDA ITEM #13.B.3. 504at the time of issuance of such Future Parity Bonds payments will be made into 505the Reserve Subaccount such that the total amount of such payments together 506with the money already in the Reserve Subaccount will beequal to theReserve 507Subaccount Requirement. 508 509TheBorough further covenants and agrees that it will at all times maintain therein 510an amount at least equal to the Reserve Subaccount Requirement until there is a 511sufficient amount in the Bond Account and Reserve Subaccount to pay the 512principal of, premium, if any, and interest onall outstanding Parity Bonds, at which 513time the money in the Reserve Subaccount may be used to pay such principal, 514premium, if any, and interest; provided, however, that money in the Reserve 515Subaccount may be withdrawn or set aside in a special account in the Bond 516Account pursuant to Section 19 to pay (with or without other available funds) the 517principal, premium, if any, and interest on all of the outstanding Parity Bonds of 518any single issue or series of Parity Bonds, so long as the money remaining on 519deposit in the Reserve Subaccount is at least equal to the Reserve Subaccount 520Requirement for all of the remaining outstanding Parity Bonds. The Borough may, 521fromtime to time, transfer from theReserve Subaccount to the Debt Service 522Subaccount amounts in excess of the Reserve Subaccount Requirement. 523 524In the event there shall be a deficiency in the Debt Service Subaccount for meeting 525maturing installments of either principalof or interest on Parity Bonds, such 526deficiency shall be made up from the Reserve Subaccount by the withdrawal of 527cash therefrom. Any deficiency created intheReserve Subaccount by reason of 528any such withdrawal shall then be made up from Pledged Revenues first available 529therefor after making necessary provision for the required payments into the Debt 530Service Subaccount. 531 532All money in the Reserve Subaccount may be kept in cash or invested in 533accordance with Borough policy. Such investments shall mature not later than the 534last maturity of the Parity Bonds outstanding at the time of their purchase. Interest 535on any such investments and/or any profits realized from the sale thereof shall be 536deposited in and become part of the Debt Service Subaccount. 537 538Section 14:Specific Covenants. The Borough herebycovenantswith the owners of each of 539the Parity Bonds for so long as any of the same remain outstanding asfollows: 540 541A.The Boroughwill establish, maintain, and collect Facility fees and 542Net Revenues in each Fiscal Year that will provide Pledged Revenues in an 543amount equal to the amount of the Annual Debt Service Requirement for such year 544on all outstanding Parity Bonds. For so long as the Parity Bonds are held by the 545Bond Bank, the Borough will establish, maintain, and collect Facility fees and Net 546Revenues as required by the terms of the Amended Loan Agreement, and the 547Finance Director will provide a certificate annually to the Bond Bank as to 548compliance with this covenant. 549 550B.The Borough will at all times maintain, preserve and keep the 551Facility and every part and parcel thereof in good repair, working order, and 552condition; will from time to time make or cause to be made all necessary and proper 553repairs, renewals, and replacements thereto so that the business carried on in Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 11of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 337 of 367 AGENDA ITEM #13.B.3. 554connection therewith may be properly and advantageously conducted; and will at 555all times operate the Facility in an efficient manner and at a reasonable cost. 556 557C.The Borough will at all times carry such forms of insurance on 558such of the buildings, equipment, and property of the Facility as are ordinarily 559insured in such amounts and with such deductibles as under good business 560practice are ordinarily carried on such facilities. All such insurance shall be carried 561with responsible insurers and the policies shall be payable to the Borough. 562 563D.The Borough will keep and maintain proper books and accounts 564with respect to the operation of the Facility in such manner as prescribed by any 565authorities having jurisdiction over the Facility; will cause its books and accounts 566to be audited annually be a certified public accountant not later than 210 days 567following the end of each Fiscal Year, copies of which audits shall, upon request, 568be furnished to the owners of the Parity Bonds. The audit shall show whether or 569not the Borough has in all respects performed and complied with the covenants 570set forth in this Resolution, including the payments into the Debt Service 571Subaccount and Reserve Subaccount provided for herein. 572 573E.All employees and agents of the Borough collecting or handling 574money of the Borough in connection with the management and operation of the 575Facility shall be bonded in an amount commensurate with the funds they handle 576and in an amount sufficient to protect the Borough from loss. 577 578F.The Borough will not sell or otherwise dispose of the Facility 579unless contemporaneously with such sale or disposal there shall be paid into the 580Bond Account a sum sufficient to pay the principal of and interest on all Parity 581Bonds then outstanding to the date or dates on which they first may be redeemed, 582nor will it sell or otherwise dispose of any part of the Facility which is material to 583the production of Pledged Revenues unless, in the opinion of a Consulting 584Engineer, the remaining Facility will generate Pledged Revenues sufficient to 585enable the Borough to comply with the requirements of this Resolution and each 586resolution authorizing the issuance of Future Parity Bonds. 587 588G.The Borough will not at any time create or permit to accrue or exist 589any lien or other encumbrance or indebtedness upon the Facility or the Pledged 590Revenues, or any part thereof, or upon any Account or Subaccount created 591hereunder, prior or superior to the lien thereon for the payment of the Parity Bonds, 592and will pay and discharge, or cause to be paid and discharged, any and all lawful 593claims for labor, materials or supplies which, if unpaid, might become a lien or 594charge uponthe Pledged Revenue. or any part thereof, or upon any Account or 595Subaccount in the hands of the Borough, prior or superior to the lien of the Parity 596Bonds, or which might impair the security of the Parity Bonds. 597 598H.The Borough will not expend any of the Pledged Revenues or the 599proceeds of any indebtedness payable from Pledged Revenues for any additions, 600betterments or improvements to the Facility which are not economically sound and 601which will not properly and advantageously contribute to the conduct of the 602business of the Facility in an efficient and economical manner. 603 Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 12of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 338 of 367 AGENDA ITEM #13.B.3. 604I.At any and all times the Borough shall, as far as it may be 605authorized by law, make, do, execute, acknowledge, and deliver all further 606resolutions, acts, deeds, conveyances, assignments, transfers, and assurances as 607may be necessary or desirable for better assuring, conveying, granting, pledging, 608assigning, and confirming all and singular the rights, revenues, and other funds, 609moneys, and securities pledged or assigned under this Resolution, or intended so 610to be, or which the Borough may become bound to pledge or assign. 611 612J.The Borough is duly authorized under all applicable laws to create 613and issue the Bonds and to adopt this Resolution and to pledge the Pledged 614Revenues and other funds, moneys, and securities purported to be pledged by this 615Resolution in the manner and to the extent provided in this Resolution. The 616Pledged Revenues and other funds, moneys, and securities so pledged are and 617will be free and clear of any pledge, lien, charge, or encumbrance thereon or with 618respect thereto prior to, or of equal rank with, the pledge and assignment created 619by this Resolution, and all corporate or other action on the part of the Borough to 620that end has been and will be duly and validly taken. The Bonds and the provisions 621of this Resolution are and will be the valid and legally enforceable obligations of 622the Borough in accordance with their terms and the terms of this Resolution. 623 624K.The Borough has, and will have so long as any Parity Bonds are 625outstanding, good, right, and lawful power to operate, maintain, and repair the 626Facility and to fix and collect rates, fees, and other charges related to the Facility. 627 628L.The Borough shall do and perform or cause to be done and 629performed all acts and things required to be done or performed by or on behalf of 630the Borough under applicable laws and this Resolution. 631 632Section 15:Parity Bonds. As describedin this Section, the Borough may issue Parity Bonds. 633The Borough hereby covenants with the owners of each of the Parity Bonds for so 634long as the same remain outstanding that it will not issue any bonds having a 635greater or equal lien on Pledged Revenues to pay and secure the payment of the 636principal of and interest on such bonds than the lien created thereon to payand 637secure the payment of the principal of and interest on the Parity Bonds except that 638the Borough reserves the right to issue future Parity Bonds as follows: 639 640A.For the purpose of acquiring, constructing, and installing 641additions, betterments, and improvements to and extensions of, acquiring 642necessary property and equipment for, or making necessary replacements or 643repairs to the Facility, for funding interest and reserves and for the purpose of 644refunding at or prior to their redemption or maturity any outstanding revenue bonds 645or notes of the Borough that have a lien on Pledged Revenues for the payment of 646the principal thereof and interest thereon junior and inferior to the lien on Pledged 647Revenues for the payment of the principal of and interest on the Bonds and upon 648compliance with the following conditions: 649 650(1)The Borough will covenant in each resolution authorizing 651the issuance of Future Parity Bonds that it will pay into and maintain in the Reserve 652Subaccount the amounts required by Section 13 of this Resolution to be paid into 653and maintained in the Reserve Subaccount in the event Future Parity Bonds are 654issued. Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 13of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 339 of 367 AGENDA ITEM #13.B.3. 655 656(2)At the time of the issuance of such Future Parity Bonds 657the Borough shall have on file a certificate of the Finance Director showing that the 658“annual income available for revenue bond debt service,” as hereinafter set forth, 659shall be at least equal to 1.25 times the maximum Annual Debt Service 660Requirement on all outstanding Parity Bonds and the Future Parity Bonds being 661issued. 662Such “annual income available for revenue bond debt service” 663shall be determined by adding the following: 664 665(a)The historical Pledged Revenues for any 12 666consecutive months out of the 24 months immediately preceding the month of 667delivery of the Future Parity Bonds being issued. 668 669(b)The estimated annual Pledged Revenues to be 670derived from the operation of any additions or improvements to or extensions of 671the Facility under construction but not completed at the time of such certificate and 672not being paid for out of the proceeds of sale of such Future Parity Bonds being, 673issued, and which Pledged Revenues are not otherwise included in any of the 674sources of Pledged Revenues described in this subparagraph (2). 675 676(c)The estimated Pledged Revenues to be derived 677from the operation of any additions and improvements to or extensions of the 678Facility being paid for out of the proceeds of sale of such Future Parity Bonds being 679issued. 680 681The computation of “annual income available for revenue bond 682debt service” shall be adjusted to reflect the Facility fees effective on the date of 683such certificate or approved by the regulatory authority with jurisdiction to become 684effective thereafter if there has been any change in such rates and charges put 685into effect or so approved during or after such 12-consecutive-month base period. 686 687Notwithstanding the preceding provisions of this subparagraph 688(2), the certificate referred to above shall not be required if one-half of Pledged 689Revenues, verified from certain financial statements of the Facility, for a period of 690any consecutive two out of the three Fiscal Years immediately preceding the 691issuance and delivery of such Future Parity Bonds, was equal to at least 1.25 times 692the maximum Annual Debt Service required to be paid in any Fiscal Year 693succeeding the date of issuance of such Future Parity Bonds on all outstanding 694Parity Bonds and the Future Parity Bonds being issued. 695 696Further, notwithstanding the preceding provisions of this 697subparagraph (2), Future Parity Bonds may be issued if the Borough shall have on 698file a certificate stating that the Pledged Revenues for the next full Fiscal Year after 699the initial operation of any additions or improvements to or extensions of the 700Facility being paid for out of the proceeds of the Future Parity Bonds will be at least 701equal to 1.25 times the maximum Annual Debt Service Requirement on all 702outstanding Parity Bonds and the Future Parity Bonds being issued; and that at 703the time of the issuance of such Future Parity Bonds there is no deficiency in the 704DebtService Subaccount or Reserve Subaccount. 705 Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 14of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 340 of 367 AGENDA ITEM #13.B.3. 706B.For the purpose of refunding at or prior to their redemption or 707maturity any part or all of the then outstanding Parity Bonds if the issuance of such 708refunding Future Parity Bonds does not require a greater amount to be paid out of 709Pledged Revenues for principal and interest over the life of such refunding Future 710Parity Bonds being refunded, and if the conditions required in subsection (A)(1) of 711this section are complied with. 712 713Proceeds of Parity Bonds to be used to fund interest or reserves shall be 714deposited in the Debt Service Subaccount or the Reserve Subaccount, as the case 715may be. 716 717Section 16:Subordinate LienBonds. Nothing contained herein shall prevent the Borough from 718issuing revenue bonds or notes which are a charge upon Pledged Revenues 719subordinate or inferior to the payments required herein to be made therefrom into 720the Debt Service Subaccount and Reserve Subaccount, or from issuing long-term 721care center revenue bonds to refund maturing bonds for the payment ofwhich 722moneys are not otherwise available. 723 724Section 17:Permitted Tax Covenants. The Borough may, but need not, covenant in the 725Amended Loan Agreement to comply with any and all applicable requirements set 726forth in the Code in effect from time to time to the extent that such compliance shall 727be necessary for the exclusion of the interest on the Bond from gross income for 728federal income tax purposes. The Borough may, but need not, covenant in the 729Amended Loan Agreement that it will make no use of the proceeds of the Bond 730which will cause the Bond to be an “arbitrage bond” subject to federal income 731taxation by reason of Section 148 of the Code. The Borough may, but need not, 732covenant in the Amended Loan Agreement that it will not take or permit any action 733that would cause the Bond to be a “private activity bond” as defined in Section 141 734of the Code. 735 736Section 18:Amendatory and Supplemental Resolutions. 737 738A.The Assembly from time to time and at any time may adopt a 739resolution or resolutions supplemental hereto, which resolution or resolutions 740thereafter shall become a part of this Resolution, for any one or more of the 741following purposes: 742 743(1)To add to the covenants and agreements of the Borough 744in this Resolution, other covenants and agreements thereafter to be observed or 745to surrenderany right or power herein reserved to or conferred upon the Borough. 746 747(2)To make such provisions for the purpose of curing any 748ambiguities or of curing, correcting, or supplementing any defective provision 749contained in this Resolution or in regard to matters or questions arising under this 750Resolution as the Assembly may deem necessary or desirable and not 751inconsistent with this Resolution and which shall not adversely affect the interests 752of the owners of Parity Bonds. 753 754Any such supplemental resolution may be adopted without the consent of 755the owner of any Parity Bonds at any time outstanding, notwithstanding any of the 756provisions of subsection (B) of this Section. Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 15of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 341 of 367 AGENDA ITEM #13.B.3. 757 758B.With the consent of the owners of not less than 60% in aggregate 759principal amount of Parity Bonds at the time outstanding, the Assembly may pass 760a resolution or resolutionssupplemental hereto for the purpose of adding any 761provisions to or changing in any manner or eliminating any of the provisions of this 762Resolution or of any supplemental resolution; provided, however, that no such 763supplemental resolution shall: 764 765(1)Extend the fixed maturity of any of the Parity Bonds, or 766reduce the rate of interest thereon, or reduce the amount or change the date of 767any sinking fund installmentrequirement, or extend the time of payments of 768interest from their due date, or reduce the amount of the principal thereof, or reduce 769any premium payable on the redemption thereof, without the consent of the owner 770of each Parity Bond so affected; or 771 772(2)Reduce the aforesaid percentage of owners of Parity 773Bonds required to approve any such supplemental resolution without the consent 774of the owners of all of the Parity Bonds then outstanding; or 775 776(3)Remove the pledge and lien of this Resolution on Pledged 777Revenues. 778 779It shall not be necessary for the consent of the owners of Parity Bonds 780under this subsection to approve the particular form of any proposed supplemental 781resolution, but it shall be sufficient if such consent approves the substance thereof. 782 783C.Upon the passage of any supplemental resolution adopted 784pursuant to the provisions of this Section, this Resolution shall be deemed to be 785modified and amended in accordance therewith, and the respective rights, duties, 786and obligations of the Borough under this Resolution and all owners of Parity 787Bonds outstanding shall thereafter be determined, exercised, and enforced 788thereunder, subject in all respects to such modification and amendment, and all 789the terms and conditions of any such supplemental resolution shall be deemed to 790be part of the terms and conditions of this Resolution for any and all purposes. 791 792D.Parity Bonds executed and delivered after the passage of any 793supplemental resolution adopted pursuant to the provisions of this Section may 794bear a notation as to any matter provided for in such supplemental resolution, and 795if such supplemental resolution shall so provide, new Parity Bonds so modified as 796to conform, in the opinion of the Assembly, to any modification of this Resolution 797contained in any such supplemental resolution may be prepared by the Borough 798and delivered without cost to the owners of Parity Bonds then outstanding, upon 799surrender for cancellation of such Parity Bonds in an equal aggregate principal 800amounts. 801 802Section 19:Defeasance. In the event money and/or non-callable Government Obligations 803maturing at such times and bearing interest to be earned thereon in amounts 804sufficient to redeem and retire the Bond in accordance with its terms are set aside 805in a special trust account to effect such redemption or retirement and such moneys 806and the principal of and interest on such Government Obligations are irrevocably 807set aside and pledged for such purpose, then no further payments need be made Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 16of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 342 of 367 AGENDA ITEM #13.B.3. 808to pay or secure the payment of the principal of and intereston the Bond and the 809Bond shall be deemed not to be outstanding. 810 811Section 20:Exchange of the Bond; Amendatory Loan Agreement; Continuing Disclosure 812Certificate. The exchange of the Bond for all the Refundable Principal Installments 813that are refunded (and the issuance of a replacement 2011 Bond), as provided in 814the Amendatory Loan Agreement and this Resolution, is hereby authorized and 815approved. The Amendatory Loan Agreement and the Continuing Disclosure 816Certificate in substantially the form filed with this Resolutionare hereby approved. 817The Mayor and the Borough Manager are each hereby authorized to execute and 818deliver the Amendatory Loan Agreement and the Continuing Disclosure Certificate 819in such forms, together with such changes not inconsistent herewith as may be 820approved by the Mayor or the Borough Manager (such approval to be conclusively 821evidenced by such official’s execution and delivery of such document). 822 823Section 21:Authority of Officers. The Mayor, the Borough Manager, the Borough Finance 824Director, the Borough Clerk, the Borough Attorney, and bond counsel to the 825Borough each is authorized and directed to do and perform all things and 826determine all matters not determined by this Resolution, to the end that the 827Borough may carry out its obligations under the Bond and this Resolution. 828 829Section 22:Ongoing Disclosure. The Borough acknowledges that under Rule 15c2-12 of the 830Securities and Exchange Commission (the “Rule”) the Borough may now or in the 831future be an “obligated person.” In accordance with the Rule, and as the Bond 832Bank mayrequire, the Borough shall undertake to provide certain annual financial 833information and operating data as shall be set forth in the Amendatory Loan 834Agreement. 835 836Section 23:Miscellaneous. No recourse shall be had for the payment of the principal of or the 837interest on the Bond or for any claim based thereon or on this Resolution against 838any member of the Assembly or officer of the Borough or any person executing the 839Bond. The Bond is not and shall not be in any way a debt or liability of the State of 840Alaska or of any political subdivision thereof, except the Borough, and does not 841and shall not create or constitute an indebtedness or obligation, either legal, moral, 842or otherwise, of such state or of any political subdivision thereof, except the 843Borough. 844 845Section 24:Severability.If any one or more of the provisions of this Resolution shall be 846declared by any court of competent jurisdiction to be contrary to law, then such 847provision shall be null and void and shall be deemed separable from the remaining 848provisions of this Resolution and shall in no way affect the validity of the other 849provisions of this Resolution or of the Bond. 850 851Section 25:Effective Date. This Resolution shall become effective upon passage and 852approval. 853 Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 17of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 343 of 367 AGENDA ITEM #13.B.3. 854ADOPTED BY THE ASSEMBLY OF THE KODIAK ISLAND BOROUGH 855THIS _____ DAY OF _____, 2020 856 857KODIAK ISLAND BOROUGH 858 859 860 861 862William Roberts, Mayor 863 864ATTEST: 865 866 867 868 869Tara Welinsky, Borough Clerk Kodiak Island Borough, AlaskaResolution No. FY2020-30 Page 18of 18 Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizi... Page 344 of 367 AGENDA ITEM #13.B.4. KODIAK ISLAND BOROUGH STAFF REPORT MAY 7, 2020 ASSEMBLY REGULAR MEETING SUBJECT: Resolution FY2020-31 Of The Kodiak Island Borough Assembly Authorizing The Borough To Issue A General Obligation School Refunding Bond To Refund Certain Principal Installments Of Outstanding General Obligation School Bonds Of The Borough And To Pay Costs Of Issuing The Bond, Fixing Certain Details Of Such Bond, Authorizing Its Sale, And Providing For Related Matters. ORIGINATOR: Dora Cross RECOMMENDATION: DISCUSSION: ALTERNATIVES: FISCAL IMPACT: OTHER INFORMATION: Kodiak Island Borough Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizi... Page 345 of 367 AGENDA ITEM #13.B.4. CERTIFICATE OF CLERK I, TARA WELINSKY, Clerk of the Kodiak Island Borough (the “Borough”), HEREBY CERTIFY that the document attached hereto is an accurate and complete copy of Resolution No. FY2020-31of the Borough adopted by the Borough Assembly at a meeting duly called and held on ____________________, 2020, and that Resolution No. FY2020-31 has not been modified, amended, repealed, or rescinded, but is in full force and effect on the date hereof. IN WITNESS WHEREOF, I have executed this certificate this _____ day of _______________, 2020. TARA WELINSKY Borough Clerk Kodiak Island Borough FG:53728663.1 Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizi... Page 346 of 367 AGENDA ITEM #13.B.4. Introduced by:Borough Manager 0 Requested by:Finance Director 1 Drafted by:Bond Counsel 2 Introduced on: 3 Adopted on: 4 5 6KODIAK ISLAND BOROUGH 7RESOLUTION NO. FY2020-31 8 9A RESOLUTION OF THE KODIAK ISLAND BOROUGH ASSEMBLY AUTHORIZING THE 10BOROUGH TO ISSUE A GENERAL OBLIGATION SCHOOL REFUNDING BOND TO REFUND 11CERTAIN PRINCIPAL INSTALLMENTS OF OUTSTANDING GENERAL OBLIGATION SCHOOL 12BONDS OF THE BOROUGH AND TO PAY COSTS OF ISSUING THE BOND, FIXING CERTAIN 13DETAILS OF SUCH BOND, AUTHORIZING ITS SALE, AND PROVIDING FOR RELATED 14MATTERS 15 16WHEREAS,pursuant to Ordinance No. FY2010-03 of the Kodiak Island Borough, Alaska (the 17“Borough”), adopted on August 6, 2009, approved by a majority of the qualified voters voting on 18the proposition at the regular Borough election held on October 6, 2009, and Resolution No. 19FY2011-18, adopted on February 3, 2011 (the “2011A Bond Resolution”), the Borough issued its 20General Obligation School Bond, 2011 Series A (the “2011A Bond”) in the original principal amount 21of $8,000,000, of which $5,185,000 is now outstanding; and 22 23WHEREAS,pursuant to Resolution No. FY2012-26, adopted on April 19, 2012 (the “2012 Bond 24Resolution”), the Borough issued its General Obligation Refunding School Bond, 2012 Series A 25(the “2012A Bond”) in the original principal amount of $5,230,000, of which $2,870,000 is now 26outstanding, and its General Obligation Refunding School Bond, 2012 Series B (the “2012B Bond”) 27in the original principal amount of $6,385,000, of which $3,500,000 is now outstanding; and 28 29WHEREAS,pursuant to Ordinance No. FY2010-03 and Resolution No. FY2013-26, adopted 30on February 21, 2013 (the “2013 Bond Resolution”), the Borough issued its General Obligation 31School Bond, Series 2013 (the “2013 Bond”) in the original principal amount of $21,595,000, of 32which $16,110,000 is now outstanding; and 33 34WHEREAS,pursuant to Ordinance No. FY2010-03 and Resolution No. FY2014-24, adopted 35on January 16, 2014 (the “2014 Bond Resolution”), the Borough issued its General Obligation 36School Bond, 2014 Series A (the “2014A Bond,” and together with the 2011A Bond,the 2012A 37Bond, the 2012B Bond, and the 2013 Bond, the “Refunded Bonds”) in the original principal amount 38of $22,660,000, of which $17,705,000 is now outstanding; and 39 40WHEREAS,under AS 29.47.300, if the Borough has outstanding general obligation bonds and 41the Assembly determines it would be financially advantageous to refund those bonds, the Borough 42may provide by resolution for the issuance of general obligation refunding bonds, and under AS 4329.47.320, no election is required to authorize the issuance and sale of refunding bonds; and 44 45WHEREAS,under AS 29.47.340, refunding bonds may be exchanged for the bonds being 46refunded; and 47 48WHEREAS,the Borough sold the 2011A Bond to the Alaska Municipal Bond Bank (the “Bond 49Bank”), as authorized by the 2011A Bond Resolution, on the terms and conditions set forth in the Kodiak Island Borough, AlaskaResolution No. FY2020-31 Page 1of 11 Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizi... Page 347 of 367 AGENDA ITEM #13.B.4. 502011A Bond Resolution and in the loan agreement between the Borough and the Bond Bank dated 51as of March1, 2011 (the “2011A Loan Agreement”); and 52 53WHEREAS,the Bond Bank issued its General Obligation Bonds, 2011 Series One (the “2011A 54Bond Bank Bonds”), among other purposes, to provide funds to purchase the 2011A Bond, as 55provided in the 2011A Loan Agreement; and 56 57WHEREAS,the Borough sold the 2012A Bond to the Bond Bank, as authorized by the 2012 58BondResolution, on the terms and conditions set forth in the 2012 Bond Resolution and in the loan 59agreement between the Borough and the Bond Bank dated as of July1, 2004, as amended by the 60Amendatory Loan Agreement dated as of May1, 2012 (the “2012A Loan Agreement”); and 61 62WHEREAS,the Borough sold the 2012B Bond to the Bond Bank, as authorized by the 2012 63Bond Resolution, on the terms and conditions set forth in the 2012 Bond Resolution and in the loan 64agreement between the Borough and the Bond Bank dated asof December1, 2004, as amended 65by the Amendatory Loan Agreement dated as of May1, 2012 (the “2012B Loan Agreement”); and 66 67WHEREAS,the Bond Bank issued its General Obligation and Refunding Bonds, 2012 Series 68Two (the “2012 Bond Bank Bonds”), among otherpurposes, to provide funds to purchase the 692012A Bond, as provided in the 2012A Loan Agreement, and the 2012B Bond, as provided in the 702012B Loan Agreement; and 71 72WHEREAS,the Borough sold the 2013 Bond to the Bond Bank, as authorized by the 2013 73Bond Resolution, on the terms and conditions set forth in the 2013 Bond Resolution and in the loan 74agreement between the Borough and the Bond Bank dated as of March1, 2013 (the “2013 Loan 75Agreement”); and 76 77WHEREAS,the Bond Bank issued its General Obligation and Refunding Bonds, 2013 Series 78One (the “2013 Bond Bank Bonds”), among other purposes, to provide funds to purchase the 2013 79Bond, as provided in the 2013 Loan Agreement; and 80 81WHEREAS,the Borough sold the 2014A Bond to the Bond Bank, as authorized by the 2014 82Bond Resolution, on the terms and conditions set forth in the 2014 Bond Resolution and in the loan 83agreement between the Borough and the Bond Bank dated as of February1, 2014 (the“2014A 84Loan Agreement,” and together with the 2011A Loan Agreement, the 2012A Loan Agreement, the 852012B Loan Agreement, and the 2013 Loan Agreement, the “Loan Agreements”); and 86 87WHEREAS,the Bond Bank issued its General Obligation Bonds, 2014 Series One (the “2014 88Bond Bank Bonds,” and together with the 2011A Bond Bank Bonds, the 2012 Bond Bank Bonds, 89and the 2013 Bond Bank Bonds, the “Bond Bank Bonds”), among other purposes, to provide funds 90to purchase the 2014A Bond, as provided in the 2014A Loan Agreement; and 91 92WHEREAS,the Bond Bank has expressed its intent to issue refunding bonds (the “Bond Bank 93Refunding Bonds”) for the purpose of refunding a portion of the Bond Bank Bonds and achieving a 94debt service savings; and 95 96WHEREAS,Section 6 of each of the Loan Agreements provides that payments of principal of 97and interest on the Refunded Bonds may be adjusted to reduce debt service on the Refunded 98Bonds if the Bond Bank is able to achieve debt service savings by refunding the Bond Bank Bonds; 99and 100 Kodiak Island Borough, AlaskaResolution No. FY2020-31 Page 2of 11 Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizi... Page 348 of 367 AGENDA ITEM #13.B.4. 101WHEREAS,the Bond Bank has offered to enter into Amendatory Loan Agreements (the 102“Amendatory Loan Agreements”) to effect a reduction in debt service on all or a portion of the 103outstanding principal installments of the Refunded Bonds (the “Refundable Principal Installments”); 104and 105 106WHEREAS,the Assembly wishes to effect a reduction in debt service on all or a portion of the 107Refundable Principal Installments by entering into the Amendatory Loan Agreements, issuing a 108general obligation refunding school bond (and replacement Refunded Bonds) in exchange for the 109Refunded Bonds and participating in the refunding of a portion of the Bond Bank Bonds; and 110 111WHEREAS,the Assembly finds that it is necessary and appropriate to delegate to each of the 112Borough Manager and Borough Finance Director authority to determine the maturity amounts, 113interest rates, and other detailsof the bonds, and to determine other matters that are not provided 114for in this Resolution; 115 116NOW, THEREFORE, BE IT RESOLVED BY THE ASSEMBLY OF THE KODIAK ISLAND 117BOROUGH THAT: 118 119Section 1:Definitions. In addition to terms which are defined in the recitals above, the 120following terms shall have the following meanings in this Resolution: 121 122(a)“Assembly” means the Assembly of the Kodiak Island Borough, as the 123general legislative authority of the Kodiak Island Borough, as the same shall be 124duly and regularly constituted from time to time. 125 126(b)“Bond” means the “General Obligation School Refunding Bond” of the 127Kodiak Island Borough, the issuance and sale of which are authorized herein. 128 129(c)“BondBank Refunding Bonds” means the series of general obligation 130bonds issued by the Bond Bank, a portion of the proceeds of which are used to 131purchase the Bond. 132 133(d)“Bond Register” means the registration books maintained by the Registrar, 134which includethe names and addresses of the Registered Owner of the Bond or 135its nominee. 136 137(e)“Borough” means the Kodiak Island Borough, a municipal corporation of 138the State of Alaska, organized as a second class borough under Title 29 of the 139Alaska Statutes. 140 141(f)“Borough Manager” means the Manager or Administrative Official of the 142Borough. 143 144(g)“Code” means the Internal Revenue Code of 1986, as amended from time 145to time, together with all regulations applicable thereto. 146 147(h)“Government Obligations” means obligations that are either (i)direct 148obligations of the United States of America or (ii)obligations of an agency or 149instrumentality of the United States of America the timely payment of the principal 150of and interest on which are unconditionally guaranteed by the United States of 151America. Kodiak Island Borough, AlaskaResolution No. FY2020-31 Page 3of 11 Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizi... Page 349 of 367 AGENDA ITEM #13.B.4. 152 153(i)“Registered Owner” means the person named as the registered owner of 154the Bond in the Bond Register. 155 156(j)“Registrar” means the Borough Finance Director, or any successor that 157the Borough may appoint by resolution. 158 159(k)“Resolution” means this Resolution No. FY2020-31 of the Borough. 160 161Section 2:Authorization of Bond and Purpose of Issuance. The Assembly hereby determines 162it would be financially advantageous to refund all or a portion of the Refundable 163Principal Installments by issuing the Bond (and one or more replacement 164Refunded Bonds) on the terms and conditions provided in this Resolution. For the 165purpose of providing the funds required to refund all or a portion of the Refundable 166Principal Installments and to pay all costs incidental thereto and to the issuance of 167the Bond, the Borough hereby authorizes and determines to issue and sell the 168Bond.The Bond shall be designated “Kodiak Island Borough General Obligation 169School Refunding Bond,” with such additional series and year designation as the 170Borough Manager or the Borough Finance Director may fix and determine. 171 172The Borough Manager and/or the Borough Finance Director are hereby authorized 173to fix and determine which of the Refundable Principal Installments are to be 174refunded by issuing the Bond (and one or more replacement Refunded Bonds) in 175exchange therefor. 176 177Section 3:Obligation of Bond. The Bond shallbe a direct and general obligation of the 178Borough, and the full faith and credit of the Borough are hereby pledged to the 179payment of the principal of and interest on the Bond. The Borough hereby 180irrevocably pledges and covenants that it will levy and collect taxes upon all taxable 181property within the Borough without limitation as to rate or amount, in amounts 182sufficient together with other funds legally available therefor, to pay the principal of 183and interest on the Bond as the same become due and payable. 184 185Section 4:Designation, Maturities, Interest Rates, and Other Details of Bond. The Bond shall 186be designated “Kodiak Island Borough, Alaska, General Obligation School 187Refunding Bond.” Each principal installment of the Bond shall be in the 188denomination of $5,000 or any integral multiple thereof, shall be numbered in the 189manner and with such additional designation as the Registrar deems necessary 190for purposes of identification, and may have endorsed thereon such legends or 191text as may be necessary or appropriate to conform to the rules and regulations of 192any governmental authority or any usage or requirement of law with respect 193thereto. 194 195The Bond shall bear interest payable semi-annually on the dates and shall mature 196on the date and each principal installment shall be payable annually in the amount 197and on the dates, all as shall be set forth in the Amendatory Loan Agreements. 198Interest will be computed on the basis of a 360-day year consisting of twelve 30- 199day months. 200 201Subject to Section 2 and the remainder of this Section, the dated date, the principal 202installment and interest payment dates, the record dates for interest payments, the Kodiak Island Borough, AlaskaResolution No. FY2020-31 Page 4of 11 Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizi... Page 350 of 367 AGENDA ITEM #13.B.4. 203aggregate principal amount, the amount of each principal installment, and the 204interest rate on each principal installment shall be determined at the time of 205execution of the Amendatory Loan Agreements under Section 15, provided that 206(i)no rate of interest on any principal installment shall exceed the rate of interest 207on the corresponding maturity of the Bond Bank Refunding Bonds; and (ii)the net 208present value of the savings to the Borough effected by issuing the Bond (and one 209or more replacement Refunded Bonds) and refunding the Refundable Principal 210Installments that are refunded shall be at least 3 percent of the aggregate principal 211amountof the Refundable Principal Installments that are refunded; and (iii)the 212Bond shall mature on or before six months after the date on which the last 213Refundable Principal Installment that is refunded is payable. 214 215Section 5:Optional Prepayment. The principal installments of the Bond shall be subject to 216prepayment, at the Borough’s option, on the dates and at the prices to be set forth 217in the Amendatory Loan Agreements. If fewer than all of the principal installments 218of the Bond are to be prepaid, the principal installments to be prepaid shall be 219determined by the Borough. Notice of any such prepayment shall be sent by the 220Borough not less than 50 days prior to the date fixed for prepayment by first class 221mail to the Registered Owner at the Registered Owner’s address as it then appears 222on the Bond Register. Notice of prepayment having been duly given and the 223prepayment having been duly effected, interest on the principal installments to be 224prepaid shall cease to accrue on the date fixed for prepayment. 225 226Section 6:Form of Bond. Each Bond shall be in substantially the following form, subject to 227the provisions of the Amendatory Loan Agreements and with such variations, 228omissions, and insertions as may be required or permitted by this Resolution: 229 230UNITED STATES OF AMERICA 231 232KODIAK ISLAND BOROUGH, ALASKA 233 234NO. _______$________ 235 236GENERAL OBLIGATION SCHOOL REFUNDING BOND 237 238REGISTERED OWNER: ALASKA MUNICIPAL BOND BANK AUTHORITY 239 240PRINCIPAL AMOUNT: 241 242The Kodiak Island Borough (the “Borough”), a municipal corporation of the 243State of Alaska, hereby acknowledges itself to owe and for value received 244promises to pay to the Registered Owner identified above, or its registered 245assigns, the principal amount identified above in the following installments on each 246of the following years, and to pay interest on such installments from the date 247hereof, payable on ____ 1, 20___, and semiannually thereafter on ____ 1, and 248____ 1, of each year, at the rates per annum as follows: 249 250MaturityPrincipalInterest 251DateAmountRate 252 253 Kodiak Island Borough, AlaskaResolution No. FY2020-31 Page 5of 11 Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizi... Page 351 of 367 AGENDA ITEM #13.B.4. 254 255For so long as the Alaska Municipal Bond Bank (the “Bond Bank”) is the 256Registered Owner, payment of principal and interest shall be made as provided in 257the Loan Agreements between the Bond Bank and the Borough, as amended (the 258“Amended Loan Agreements”). When and if this Bond is not owned by the Bond 259Bank, installments of principal of and interest on this Bond shall be paid by check 260or draft mailed by first class mail to the Registered Owner as of the close of 261business on the 15th day of the month before each installment payment date; 262provided, that the final installment of principal of and interest on this Bond shall be 263payable upon presentation and surrender of this Bond by the Registered Owner at 264the office of the Registrar. Interest will be computed on the basis of a 360-day year 265consisting of twelve 30-day months. Both principal of and interest on this Bond are 266payable in lawful money of the United States of America which, on the respective 267dates of payment thereof, shall be legal tender for the payment of public and 268private debts. 269 270This Bond is the General Obligation School Refunding Bond of the Kodiak 271Island Borough, Alaska, and is authorized for the purpose of refunding certain 272principal installments of outstanding general obligation schoolbonds of the 273Borough under Resolution No. FY2020-31 of the Borough entitled: 274 275A RESOLUTION OF THE KODIAK ISLAND BOROUGH 276ASSEMBLY AUTHORIZING THE BOROUGH TO ISSUE A 277GENERAL OBLIGATION SCHOOL REFUNDING BOND TO 278REFUND CERTAIN PRINCIPAL INSTALLMENTS OF 279OUTSTANDING GENERAL OBLIGATION SCHOOL BONDS OF 280THE BOROUGH AND TO PAY COSTS OF ISSUING THE BOND, 281FIXING CERTAIN DETAILS OF SUCH BOND, AUTHORIZING ITS 282SALE, AND PROVIDING FOR RELATED MATTERS 283 284(the “Resolution”). 285 286Installments of principal of this Bond maturing onand after _____ 1, 20__, 287shall be subject to prepayment on and after _____ 1, 20__, at the option of the 288Borough (subject to any applicable provisions of the Amended Loan Agreements), 289in such principal amounts and from such maturities as the Borough may determine, 290and by lot within a maturity, at a redemption price equal to the principal amount to 291be prepaid, plus accrued interest to the date of prepayment. 292 293This Bond is transferable as provided in the Bond Resolution, (i) only upon 294the Bond Register of the Borough, and (ii) upon surrender of this Bond together 295with a written instrument of transfer duly executed by the Registered Owner or the 296duly authorized attorney of the Registered Owner, and thereupon a new fully 297registered Bond in the same aggregate principal amount and maturity shall be 298issued to the transferee in exchange therefor as provided in the Bond Resolution 299and upon the payment of charges, if any, as therein prescribed. The Borough may 300treat and consider the person in whose name this Bond is registered as the 301absolute owner hereof for the purpose of receiving payment of, or on account of, 302the principal or redemption price, if any, hereof and interest due hereon and for all 303other purposes whatsoever. 304 Kodiak Island Borough, AlaskaResolution No. FY2020-31 Page 6of 11 Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizi... Page 352 of 367 AGENDA ITEM #13.B.4. 305This Bond is a general obligation of the Kodiak Island Borough, and the 306full faith and credit of the Borough are pledged for the payment of the principal of 307and interest on this Bond as the same shall become due. 308 309IT IS HEREBY CERTIFIED AND RECITED that all conditions, acts, or 310things required bythe constitution or statutes of the State of Alaska to exist, to 311have happened, or to have been performed precedent to or in the issuance of this 312Bond exist, have happened, and have been performed, and that this Bond, 313together with all other indebtedness of the Borough, is within every debt and other 314limit prescribed by such constitution or statutes. 315 316IN WITNESS WHEREOF, THE KODIAK ISLAND BOROUGH, ALASKA, 317has caused this Bond to be signed in its name and on its behalf by the manual or 318facsimile signature of its Mayor and its corporate seal (or a facsimile thereof) to be 319impressed or otherwise reproduced hereon and attested by the manual or facsimile 320signature of its Clerk, all as of the ____ day of __________, _____. 321 322KODIAK ISLAND BOROUGH 323 324 /specimen/ 325 Borough Mayor 326 327ATTEST: 328 329 /specimen/ 330 Borough Clerk 331 332Section 7:Execution. The Bond shall be executed in the name of the Borough by the manual 333or facsimile signature of the Mayor, and its corporate seal(or a facsimile thereof) 334shall be impressed or otherwise reproduced thereon and attested by the manual 335or facsimile signature of the Borough Clerk. The execution of the Bond on behalf 336of the Borough by persons who at the time of the execution are duly authorized to 337hold the proper offices shall be valid and sufficient for all purposes, although any 338such person shall have ceased to hold office at the time of delivery of the Bond or 339shall not have held office on the date of the Bond. 340 341Section 8:Payment of Principal Installments and Interest. The Bond shall be payable in 342lawful money of the United States of America which at the time of payment is legal 343tender for the payment of public and private debts. For so long as the Bond Bank 344is the Registered Owner of the Bond, payment of principal installments of and 345interest on the Bond shall be made as provided in the Loan Agreements, as 346amended by the Amendatory Loan Agreements (the “Amended Loan 347Agreements”). When and if the Bond Bank is not the Registered Owner of the 348Bond,installments of principal of and interest on the Bond shall be paid by check 349mailed by first class mail to the Registered Owner as of the record date for the 350installment payment at the address appearing on the Bond Register; provided, that 351the final installment of principal and interest on the Bond shall be payable upon 352presentation and surrender of the Bond by the Registered Owner at the office of 353the Registrar. 354 Kodiak Island Borough, AlaskaResolution No. FY2020-31 Page 7of 11 Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizi... Page 353 of 367 AGENDA ITEM #13.B.4. 355Section 9:Registration. The Bond shall be issued only in registered form as to both principal 356and interest. The Borough designates the Borough Finance Director as Registrar 357for the Bond. The Registrar shall keep, or cause to be kept, the Bond Register at 358the principal office of the Borough. The Borough covenants that, until the Bond has 359been surrendered and canceled, it will maintain a system for recording the 360ownership of the Bond that complies with the provisions of Section149 of the 361Code. The Borough and the Registrar may treat the person in whose name the 362Bond shall be registered as the absolute owner of such Bond for all purposes, 363whether or not the Bond shall be overdue, and all payments of principal of and 364interest on the Bond made to the Registered Owner thereof or upon its order shall 365be valid and effectual to satisfy and discharge the liability upon the Bond to the 366extent of the sum or sums so paid, and neither the Borough nor the Registrar shall 367be affected by any notice to the contrary. 368 369Section 10:Transfer and Exchange. The Bond shall be transferred only upon the Bond 370Register. Upon surrender for transferor exchange of the Bond at the office of the 371Registrar, together with a written instrument of transfer or authorization for 372exchange in form and with guaranty of signature satisfactory to the Registrar, duly 373executed by the Registered Owner or the duly authorized attorney of the 374Registered Owner, the Borough shall execute and deliver a replacement Bond in 375equal principal amount, subject to such reasonable regulations as the Borough 376may prescribe and upon payment sufficient to reimburse it for any tax, fee or other 377governmental charge required to be paid in connection with such transfer or 378exchange. If the Bond is surrendered for transfer or exchange it shall be canceled 379by the Registrar. 380 381Section 11:Bond Mutilated. Destroyed, Stolen, or Lost. Upon surrender to the Registrar of a 382mutilated Bond, the Borough shall execute and deliver a new Bond of like maturity 383and principal amount. Upon filing with the Registrar of evidence satisfactory to the 384Borough that a Bond has been destroyed, stolen, or lost and of the ownership 385thereof, and upon furnishing the Borough with indemnity satisfactory to it, the 386Borough shall execute and deliver a new Bond of like maturity and principal 387amount. The person requesting the execution and delivery of a new Bond under 388this Section shall comply with such other reasonable regulations as the Borough 389may prescribe and shall pay such expenses as the Borough may incur in 390connection therewith. 391 392Section 12:Permitted Tax Covenants. The Borough may, but need not, covenant in the 393Amended Loan Agreements to comply with any and all applicable requirements 394set forth in the Code in effect from time to time to the extent that such compliance 395shall be necessary for the exclusion of the interest on the Bond from gross income 396for federal income tax purposes. The Borough may, but need not, covenant in the 397Amended Loan Agreements that it will make no use of the proceeds of the Bond 398which will cause the Bond to be an “arbitrage bond” subject to federal income 399taxation by reason of Section 148 of the Code. The Borough may, but need not, 400covenant in the Amended Loan Agreements that it will not take or permit any action 401that would cause the Bond to be a “private activity bond” as defined in Section 141 402of the Code. 403 404Section 13:Amendatory and Supplemental Resolutions. 405 Kodiak Island Borough, AlaskaResolution No. FY2020-31 Page 8of 11 Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizi... Page 354 of 367 AGENDA ITEM #13.B.4. 406(a)The Assembly from time to time and at any time may adopt a resolution or 407resolutions supplemental hereto, which resolution or resolutions thereafter shall 408become a part of this Resolution, for any one or more of the following purposes: 409 410(1)To add to the covenants and agreements of the Borough in this 411Resolution, other covenants and agreements thereafter to be observed or 412to surrender any right or power herein reserved to or conferred upon the 413Borough. 414 415(2)To make such provisions for the purpose of curing any ambiguities 416or of curing, correcting or supplementing any defective provision contained 417in this Resolution or in regard to matters or questions arising under this 418Resolution as the Assembly may deem necessary or desirable and not 419inconsistent with this Resolution and which shall not adversely affect the 420interests of the Registered Owner of the Bond. 421 422Any such supplemental resolution may be adopted without the consent of the 423Registered Owner of the Bond at any time outstanding, notwithstanding any of the 424provisions of subsection (b) of this Section. 425 426(b)With the consent of the Registered Owner, the Assembly may adopt a 427resolution or resolutions supplemental hereto for the purpose of adding any 428provisions to or changing in any manner or eliminating any of the provisions of this 429Resolution or of any supplemental resolution. 430 431It shall not be necessary for the consent of the Registered Owner of the Bond 432under this subsection to approve the particular form of any proposed supplemental 433resolution, but it shall be sufficient if such consent approves the substance thereof. 434 435(c)Upon the adoption of any supplemental resolution under this Section, this 436Resolution shall be deemed to be modified and amended in accordance therewith, 437and the respective rights, duties, and obligations under this Resolution of the 438Borough and the Registered Owner shall thereafter be subject in all respects to 439such modification and amendment, and all the terms and conditions of the 440supplemental resolution shall be deemed to be part of the terms and conditions of 441this Resolution for any and all purposes. 442 443(d)Bonds executed and delivered after the adoption of any supplemental 444resolution under this Section may bear a notation as to any matter provided for in 445such supplemental resolution, and if such supplemental resolution shall so provide, 446a new Bond modified so as to conform, in the opinion of the Borough, to any 447modification of this Resolution contained in any such supplemental resolution may 448be prepared by the Borough and delivered without cost to the Registered Owner 449of the Bond, upon surrender for cancellation of such Bond in an equal aggregate 450principal amount. 451 452Section 14:Defeasance. In the event money and/or non-callable Government Obligations 453maturing at such times and bearing interest to be earned thereon in amounts 454sufficient to redeem and retire the Bond in accordance with its terms are set aside 455in a special trust account to effect such redemption or retirement and such moneys 456and the principal of and interest on such Government Obligations are irrevocably Kodiak Island Borough, AlaskaResolution No. FY2020-31 Page 9of 11 Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizi... Page 355 of 367 AGENDA ITEM #13.B.4. 457set aside and pledged for such purpose, then no further payments need be made 458to pay or secure the payment of the principal of and interest on the Bond and the 459Bond shall be deemed not to be outstanding. 460 461Section 15:Exchange of the Bond; Amendatory Loan Agreements; Continuing Disclosure 462Certificate. The exchange of the Bond for all the Refundable Principal Installments 463that are refunded (and the issuance one or more replacement Refunded Bonds), 464as provided in the Amendatory Loan Agreements and this Resolution, are hereby 465authorized and approved. The Amendatory Loan Agreements and the Continuing 466Disclosure Certificate in substantially the form filed with this Resolution are hereby 467approved. The Mayor and the Borough Manager are each hereby authorized to 468execute and deliver the Amendatory Loan Agreements and the Continuing 469Disclosure Certificate in such forms, together with such changes not inconsistent 470herewith as may be approved by the Mayor or the Borough Manager (such 471approval to be conclusively evidenced by such official’s execution and delivery of 472such document). 473 474Section 16:Authority of Officers. The Mayor, the Borough Manager, the Borough Finance 475Director, and the Borough Clerk each is authorized and directed to do and perform 476all things and determine all matters not determined by this Resolution, to the end 477that the Borough may carry out its obligations under the Bond and this Resolution. 478 479Section 17:Ongoing Disclosure. The Borough acknowledges that under Rule 15c2-12 of the 480Securities and Exchange Commission (the “Rule”) the Borough may now or in the 481future be an “obligated person.” In accordance with the Rule, and as the Bond 482Bank may require, the Borough shall undertake to provide certain annual financial 483information and operating data as shall be set forth in the Amendatory Loan 484Agreements. 485 486Section 18:Miscellaneous. No recourse shall be had for the payment of the principal of or the 487interest on the Bond or for any claim based thereon or on this Resolution against 488any member of the Assembly or officer of the Borough or any person executing the 489Bond. The Bond is not and shall not be in any way a debt or liability of the State of 490Alaska or of any political subdivision thereof, except the Borough, and does not 491and shall not create or constitute an indebtedness or obligation, either legal, moral, 492or otherwise, of such state or of any political subdivision thereof, except the 493Borough. 494 495Section 19:Severability. If any one or more of the provisions of this Resolution shall be 496declared by any court of competent jurisdiction to be contrary to law, then such 497provision shall be null and void and shall be deemed separable from the remaining 498provisions of this Resolution and shall in no way affect the validity of the other 499provisions of this Resolution or of the Bond. 500 501Section 20:Effective Date. This Resolution shall become effective upon passage and 502approval. 503 Kodiak Island Borough, AlaskaResolution No. FY2020-31 Page 10of 11 Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizi... Page 356 of 367 AGENDA ITEM #13.B.4. 504ADOPTED BY THE ASSEMBLY OF THE KODIAK ISLAND BOROUGH 505THIS _____ DAY OF _____, 2020 506 507KODIAK ISLAND BOROUGH 508 509 510 511 512William Roberts 513 514ATTEST: 515 516 517 518 519Tara Welinsky 520 Kodiak Island Borough, AlaskaResolution No. FY2020-31 Page 11of 11 Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizi... Page 357 of 367 AGENDA ITEM #13.D.1. KODIAK ISLAND BOROUGH STAFF REPORT MAY 7, 2020 ASSEMBLY REGULAR MEETING SUBJECT: Salary Range Adjustment For Hiring Of New GIS Analyst. ORIGINATOR: Erin Welty RECOMMENDATION: Move to approve the hiring of the current applicant as the GIS Analyst at Range 19, Step F of the salary schedule. DISCUSSION: The GIS Analyst position has been vacant since October 2019. In light of budget issues and the fact that the former GIS analyst was able to cover the most basic of tasks while learning her new position, there was not a big push to fill the position immediately. However, since said former analyst has been called to the EOC, all GIS tasks have been slow to be completed. Additionally, as summer nears and the Community Development Department gets busier, there is an increased need for someone who can devote their entire focus to the GIS system and the huge varieties of demands the position faces. Applications were received from several candidates, with two qualified candidates being interviewed. The current applicant rose to the top as the the most qualified. S/he is highly qualified for the position and would be able to step in with very little training. The Borough Manager is requesting approval of a starting salary at Range 19, Step F of the salary schedule for reasons stated in the attached memo. ALTERNATIVES: Choose not to approve the step level. This is not recommended. FISCAL IMPACT: $71,132.00 annual salary OTHER INFORMATION: Kodiak Island Borough Salary Range Adjustment For Hiring Of New GIS Analyst. Page 358 of 367 AGENDA ITEM #13.D.1. KODIAK ISLAND BOROUGH COMMUNITY DEVELOPMENT DATE: April 22, 2020 TO: Borough Assembly Members FROM: Michael Powers, Borough Manager SUBJECT: Hiring of a GIS Analyst above Manager’s Authority. INTRODUCTION: The position of GIS Analyst has been vacant since October 2019, when the existing analyst was promoted to Associate Planner. The GIS analyst analyzes spatial data from various departments, including Assessing, Engineering and Facilities and Community Development, as well as data from outside the borough, then utilizes it to produce and manage a variety of mapping products and other applications. With the vacancy, basic GIS functions, such as addressing parcels, have been maintained, but updates and department requests for various map products are lagging, as well as the start of any new projects. Additionally, GIS server migration began several years ago, but fell by the wayside due to staffing issues. GIS positions are highly specialized and while there were several applicants, only three had suitable qualifications. Prior to interviews, one of those applicants accepted a position elsewhere. One of the two remaining applicants rose to the top during interviews as the most qualified, having not only performed all GIS data management and mapping tasks, but also having experience in GIS server creation and management. This skill will prove invaluable in completing the server migration that has languished. Based on the recommendation of the department director and because of his work experience and credentials, I have negotiated a starting salary that exceeds my authority under the Personnel Manual Code. Section 409 of the Personnel Manual states that Assembly approval is required for any starting placement above Step C. JUSTIFICATION FOR SALARY INCREASE I am proposing that this position start at Range 19, Step F ($71,132). This is above the Manager’s authority of a Step C (($66,053). The justification for this negotiated salary is due to the Salary Range Adjustment For Hiring Of New GIS Analyst. Page 359 of 367 AGENDA ITEM #13.D.1. applicant’s extensive experience working with a variety of GIS applications and his knowledge in GIS server management. The person in this position is responsible for databases and products that are utilized by all departments of the borough, as well as outside agencies. They maintain the E-911 database, which is essential for emergency personnel response both in the borough and the city. Other products and/or uses by department are as follows: Assessing: Creating maps for annual real property inspections on both the road system and remote inspections o With current imagery Assessing is able to see new construction or other changes to the property before going out in the field. For road system inspections, this assists in making time in the field more efficient. o Assists in field inspections organization by knowing where property lines are in perspective to the location of the improvements. o In the event of remote property inspections, the imagery assists in discovery of real property improvements. It also assists in analyzing property access and topographical issues that will affect market value. o Tracking newly platted properties as well as addressing, which is updated in PACS as assigned by the GIS Analyst. Addressing is key to the E911 system used by emergency first responders. o Tracking Patents, Interim Conveyances (IC) for ANCSA properties o Lease locations including but not limited to Afognak 5 acre leases, airport leases, cell tower leases, etc. – all of which generate revenue. Assessing staff is able to communicate with the public regarding assessments by looking at the imagery while discussing issues with them. This includes private inquiries as well Appeal Period inquiries. Engineering & Facilities: Location review for driveway permits by service districts. Property owner searches. KIB property boundaries for projects development. Drainage issues, fill permits. Flooding & Hazard Mitigation Planning maps. KIB park improvements Right-of-way definitions and locations. Fire hydrant and other utility location for service districts, snow removal. Printed maps for addresses, service district boundaries, zoning. Finance: Creation of maps for property foreclosure auctions and land sales. Municipal boundary locations for taxation and other fee collection services. Salary Range Adjustment For Hiring Of New GIS Analyst. Page 360 of 367 AGENDA ITEM #13.D.1. Creation of maps that are sold to the public Clerks: Boundary location/distance from prohibited locations for alcohol and marijuana applications (AMCO). Address location and creation for AMCO application notifications. Election precinct maps Manager: Identifying KIB owned properties. Map and other data driven products to support Assembly requests. Location services to review property use requests. Community Development: Creates and stores all zoning data for every parcel in the borough. Creates/modifies and stores parcel data for every parcel in the borough, including remote, leases, cell towers sites, etc. Redraws parcels when subdivisions are created. Addressing for entire borough. Tracks address changes. Assigns addresses to new parcels. Maps all trails, parks, recreation areas within borough. Utilized daily by staff for property viewing, permit issuance, Planning & Zoning case notification, map creation for P&Z and Assembly, boundary review, title research, legal and physical address, parcel size, etc. Provides maps to other entities upon request. Building Safety/Officials: Utilized daily to obtain legal property information, ownership and addressing. References show that this candidate is fully educated in the position area and qualified to perform all the above listed duties, as well as able to take on more challenging tasks like GIS server migration and management. The proposed candidate has 10+ years of experience utilizing GIS data in a state government environment. CONCLUSION: GIS is an essential service for the Kodiak Island Borough, utilized by all departments, usually on a daily basis. To continue serving the public and other departments in the established manner requires someone with a thorough understanding of all aspects of GIS. It is recommended that the Assembly approve the hiring of the GIS Analyst at Range 19, Step F of the salary schedule. Salary Range Adjustment For Hiring Of New GIS Analyst. Page 361 of 367 AGENDA ITEM #13.D.1. Salary Range Adjustment For Hiring Of New GIS Analyst. Page 362 of 367 AGENDA ITEM #13.D.1. KODIAK ISLAND BOROUGH CLASS SPECIFICATION GIS Analyst ITAnalyst Programmer/Analyst CLASS SERIESPAY RANGEFLSA STATUS Information Technology19.0Non-Exempt CLASS SUMMARY: This class is the secondlevel in athreelevel Information Technologyseries. Incumbents are responsible for analyzing networks, systems, data and related items and developing recommendations based on findings; interpreting user needs and recommending solutions; providing advanced troubleshooting of systems; implementing, maintaining and managing assigned systems; producing reports, maps, graphs and related items from information warehouses; and, translating business requirements into technical solutions. ESSENTIAL DUTIES:PERCENT OF TIME This class specification represents only the core areas of responsibilities; specific position assignments will vary depending on the needs of the department. Implements, maintains and managesassigned information systems. Coordinates Daily with designated resources to obtain, process and maintain data. Ensures 20% authorized securityaccessanddata security and integrity. Analyzes systems, applications and data needs and recommends and/or plans Weekly and coordinates the implementation of technology solutions.20% Identifies problems related to systems or technical operations. Researches and Weekly reviews system capabilities and limitations.Troubleshoots complex issues and 20% provides technical guidance, programming or other system related solutions. Producesand maintainsreports, graphs, maps and/or other related information Weekly needs.Assesses reporting information for accuracy and recommends or makes 20% adjustments as needed. Evaluates, recommends and negotiates the purchaseof software and/or Weekly equipment. Implements or oversees implementation and testing of new products.10% Works with vendors to resolve issues and implement solutions. Performs other duties of a similar nature and level as assigned.As Required GIS Analyst Programmer/Analyst 108/2014 Salary Range Adjustment For Hiring Of New GIS Analyst. Page 363 of 367 AGENDA ITEM #13.D.1. KODIAK ISLAND BOROUGH CLASS SPECIFICATION GIS Analyst ITAnalyst Programmer/Analyst POSITION SPECIFIC RESPONSIBILITIES MIGHT INCLUDE: Positions assigned to GIS may be responsible for: Maintaining E-911 address database; coordinating all GIS updates with Borough departments; publishing data and GIS mapping products to required agencies; maintaining relationships with outside agencies to share data; Managing GIS databases; independently researching and analyzing various information including field data, construction plans, aerial photography, USGS Quadranglemaps and other digital sources to update GIS data sets; Performing land ownership research using various local, state and federal records. TRAINING AND EXPERIENCE: Bachelor’sDegree and 4 years of related experience; or, an equivalent combination of education and experience sufficient to successfully perform the essential duties of the job such as those listed above. LICENSING/CERTIFICATIONS: State of Alaska Driver’s License. Depending on assignment, may require: MCSE Certification; CCNA Certification. KNOWLEDGE OF: Applicable programming languages and/or software in support of assigned systems; Relevant systems and communications technology; Database management principles; Data storage and security methods; Customer service principles; Modern office equipment. GIS Analyst Programmer/Analyst 208/2014 Salary Range Adjustment For Hiring Of New GIS Analyst. Page 364 of 367 AGENDA ITEM #13.D.1. KODIAK ISLAND BOROUGH CLASS SPECIFICATION GIS Analyst ITAnalyst Programmer/Analyst SKILL IN: Advanced troubleshooting and technical problem solving; Analyzing work flow and technology needs; Identifying software and hardware solutions; IT subject matter expertise; Project management; Negotiating and managing purchase contracts; Providing user support and technical training; Utilizing a computer and relevant software applications; Communication, interpersonal skills as applied to interaction with coworkers, supervisor, the general public, etc. sufficient to exchange or convey information and to receive work direction. ADA AND OTHER REQUIREMENTS: Positions in this class typically require: stooping, kneeling, crouching, reaching, standing, walking, pushing, pulling, lifting, fingering, grasping, talking, hearing, seeing and repetitive motions. Light Work: Exerting up to 20 pounds of force occasionally, and/or up to 10 pounds of force frequently, and/or negligible amount of force constantly to move objects. If the use of arm and/or leg controls requires exertion of forces greater than that for Sedentary Work and the worker sits most of the time, the job is rated for Light Work. Incumbents may be subjected to moving mechanical parts, electrical currents, vibrations, fumes, odors,dusts, gases, poor ventilationandtravel. NOTE: The above job description is intended to represent only the key areas of responsibilities; specific position assignments will vary depending on the business needs of the department. This job description does not constitute an employment agreement between the employer and the employee and is subject to change by the employer as the needs of the employer and requirements of the job change. CLASS HISTORY INFORMATION: Draftprepared by Fox Lawson & Associates LLC (BS) Date: 01/2013 Adopted by KIB Ordinance 2014-16; 05/15/2014 Finalized by KIB, Date: 08/2014 Position specific responsibilities for GIS added, 1/30/2020 APPROVED: 8/29/14 __________________________________________________________________________________________ BOROUGH MANAGER DATE GIS Analyst Programmer/Analyst 308/2014 Salary Range Adjustment For Hiring Of New GIS Analyst. Page 365 of 367 AGENDA ITEM #18.B.1. *Discover Kodiak 3rd Quarter Report from Aimee Williams, Executive Direc... Page 366 of 367 AGENDA ITEM #18.B.1. *Discover Kodiak 3rd Quarter Report from Aimee Williams, Executive Direc... Page 367 of 367 Kodiak Island Borough Assembly Regular Meeting Guidelines May 7, 2020 6:30 p.m. Teleconference PLEASE ANNOUNCE: Due to the delay of the radio broadcast and web streaming, please place your calls at this time to speak under Citizens Comments. Your call will be placed in a queue and answered at the appropriate time. Local number is (907) 486-3231; Toll Free is 1-855-492-9202. 1. INVOCATION Major Dave Davis of the Salvation Army. 2. PLEDGE OF ALLEGIANCE Mayor Roberts. 3. ROLL CALL KIBC 2.25.070.... the Chair shall cause the record to reflect the absence of the member, the reason for the absence, and whether the absence is excused by the Assembly. ATTENDANCE BY ROLL CALL VOTE Recommended motion: Move to excuse Assembly member who is absent due to personal leave. 4. APPROVAL OF AGENDA AND CONSENT AGENDA All items listed with an asterisk (*) are considered to be routine and non -controversial by the Assembly and will be approved by one motion. There will be no separate discussion of these items unless an Assembly member so requests, in which case the item will be removed from the consent agenda and considered in its normal sequence on the agenda. * Regular Meeting Minutes Of April 16, 2020. * Special Meeting Minutes Of April 23, 2020. * Special Meeting Minutes Of April 30, 2020. * Municipal Clerks Week Proclamation. * Mental Health Awareness Month Proclamation. Longevity Awards 10 Years - Martha Barnett, Projects Assistant 10 Years - Eddie Arellano, KFRC Maintenance Engineer 15 Years - Sheila Smith, CDD Secretary III Recommended motion: Move to amend the agenda and consent agenda by moving Mental Health Awareness Month Proclamation and Longevity Awards under Awards and Presentations for discussion. ROLL CALL VOTE ON MOTION TO AMEND THE AGENDA AND CONSENT AGENDA: Recommended motion: Move to approve the agenda and consent agenda as amended. Kodiak Island Borough Assembly Guidelines May 7, 2020 Page 1 ROLL CALL ON MOTION TO APPROVE THE AGENDA AND CONSENT AGENDA AS AMENDED. 5. APPROVAL OF MINUTES * Regular Meeting Minutes Of April 16, 2020, Special Meeting Minutes Of April 23, 2020, and Special Meeting Minutes of April 30, 2020. 6. CITIZENS' COMMENTS (These are limited to three minutes per speaker.) Read phone number: Local is 486-3231; Toll Free is 1-855-492-9202. Please ask speakers to: 1. state and spell their name for the record 2. address all remarks to the Assembly as a body and not to any member thereof 40 PLEASE ANNOUNCE THAT: THIS IS FOR GENERAL COMMENTS ONLY AND COMMENTS FOR ORDINANCE NO. FY2020-19 WILL BE TAKEN UNDER PUBLIC HEARING. 7. AWARDS AND PRESENTATIONS A. *Municipal Clerks Week Proclamation B. Mental Health Awareness Month Proclamation — Proclaiming May 2020 As Mental Health Awareness Month And Urge All Citizens, Government Agencies, Public And Private Institutions, Businesses And Schools In Kodiak To Increase Awareness And Understanding Of Mental Health, Recommit To The Steps Our Citizens Can Take To Protect Their Mental Health, And The Need For Appropriate And Accessible Services For All People With Mental Illnesses At All Stages. C. Longevity Awards — Michael Powers, Borough Manager. 10 Years - Martha Barnett, Projects Assistant 10 Years - Eddie Arellano, KFRC Maintenance Engineer 15 Years - Sheila Smith, CDD Secretary III D. Third Quarter Budget Presentation — Dora Cross, Finance Director. 8. COMMITTEE REPORTS 9. PUBLIC HEARING A. Ordinance No. FY2020-19 Amending Kodiak Island Borough Code Section 2.30.020, General Rules. Recommended Motion: Move to adopt Ordinance No. FY2020-19 Amending Kodiak Island Borough Code Section 2.30.020, General Rules. Staff Report — Mayor Roberts Open public Hearing Read phone number: Local is 486-3231; Toll Free is 1-855-492-9202. Kodiak Island Borough Assembly Guidelines May 7, 2020 Page 2 Please ask speakers to: 1. state and spell their name for the record 2. address all remarks to the Assembly as a body and not to any member thereof Close public hearing. Assembly discussion. ROLL CALL VOTE ON THE MOTION BOROUGH MANAGER'S REPORT MESSAGES FROM THE BOROUGH MAYOR UNFINISHED BUSINESS NEW BUSINESS A. Contracts 1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement Project. Recommended Motion: Move authorize the Borough Manager To Execute Contract No. FY2020-34 with Federal Signal Corporation for the Kodiak Island Borough Outdoor Warning Siren Replacement in an amount not to exceed $543,241.54. Staff Report —Manager Powers. Assembly discussion. ROLL CALL VOTE ON THE MOTION 2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Engineering Services Term Contract for the Providence Kodiak Island Medical Center Retaining Wall Repair Project. Recommended Motion: Move to authorize the Borough Manager to execute change Order No. 5 Amending Contract FY2018-28 with Jensen Yorba Wall, Inc. of Juneau, Alaska for Architectural and Engineering Services Term Contract in an amount not to exceed $112,491. Staff Report — Manager Powers. Assembly discussion. ROLL CALL VOTE ON THE MOTION B. Resolutions 1. Resolution No. FY2020-25 Authorizing Terms And Conditions For Sale Of A Tax Foreclosed Property Legally Described As The SE1/4 NEI/4 SE1/4 WITHIN SECTION 30, TOWNSHIP 30 SOUTH, RANGE 29 WEST SEWARD MERIDAN, LARSEN BAY Formally Owned by Dorothy Beeching. As A Result Of The Tax Foreclosure Kodiak Island Borough Assembly Guidelines May 7, 2020 Page 3 Procedure The Parcel Was Attained by Clerks Deed Case Number 3KO-08-27 Cl Signed June 22, 2009 Recorded As Document 2009-001136-0 on 6126/2009. Recommended Motion: Move to adopt Resolution No. FY2020-25. Staff Report — Manager Powers. Assembly discussion. ROLL CALL VOTE ON THE MOTION. 2. Resolution No. FY2020-26 Authorizing Terms And Conditions For Sale Of A Tax Foreclosed Property Legally Described As FRACTIONAL W % E % NE % SE % SE %; W % NE Y< SE % SE % AND FRACTIONAL NW '/. SE '/< SE % OF PROTRACTED SECTION 14, T31S R29W SEWARD MERIDAN; Formally Owned By The Estate Of Willie Norell. As A Result Of The Tax Foreclosure Procedure This Parcel Was Attained by Clerks Deed Case Number 3KO-08-27 Cl Signed June 22, 2009 Recorded As Document 2009-001136-0 on 612612009. Recommended Motion: Move adopt Resolution No. FY2020-26. Staff Report — Manager Powers. Assembly discussion. ROLL CALL VOTE ON THE MOTION. 3. Resolution No. FY2020-27 Mandating Electronic -Only Distribution Of Non -Privileged Meeting Materials And Communications. Recommended Motion: Move to approve Resolution No. FY2020-27. Staff Report — Mayor Roberts Assembly discussion. ROLL CALL VOTE ON THE MOTION. 4. Resolution FY2020-30 Of The Kodiak Island Borough Assembly Authorizing The Borough To Issue A Refunding Revenue Bond To Refund All Or A Portion Of The Principal Installments Of The Outstanding Solid Waste Disposal Facility Revenue Bond, 2011, Of The Borough And To Pay Costs Of Issuing The Bond; Fixing Certain Details Of Such Bond; Authorizing Its Sale; And Providing For Related Matters. Recommended Motion: Move approve Resolution No. FY2020-30. Staff Report — Manager Powers. Assembly discussion. ROLL CALL VOTE ON THE MOTION. Kodiak Island Borough Assembly Guidelines May 7, 2020 Page 4 5. Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizing The Borough To Issue A General Obligation School Refunding Bond To Refund Certain Principal Installments Of Outstanding General Obligation School Bonds Of The Borough And To Pay Costs Of Issuing The Bond, Fixing Certain Details Of Such Bond, Authorizing Its Sale, And Providing For Related Matters. Recommended Motion: Move to approve Resolution No. FY2020-31. Staff Report — Manager Powers. Assembly discussion. ROLL CALL VOTE ON THE MOTION. C. Ordinances for Introduction - None. D. Other Items 1. Letter To Alaska Delegation Regarding Assistance To Municipalities Related to COVID-19. Recommended Motion: Move to approve Letter To Alaska Delegation Regarding Assistance To Municipalities Related to COVID-19. Staff Report — Assembly member Skinner. Assembly discussion. ROLL CALL VOTE ON THE MOTION. 2. Salary Range Adjustment For Hiring Of New GIS Analyst. Recommended Motion: Move to approve Salary Range Adjustment For Hiring Of New GIS Analyst. Staff Report — Manager Powers. Assembly discussion. ROLL CALL VOTE ON THE MOTION. 14. CITIZENS' COMMENTS (These are limited to three minutes per speaker.) Agenda Items not scheduled for public hearing and general comments. Read phone number: Local is 486-3231; Toll Free is 1-855-492-9202. Please ask speakers to: �� 1. State and spell their name for the record 2. address all remarks to the Assembly as a body and not to any member thereof 15. ASSEMBLY MEMBERS' COMMENTS Kodiak Island Borough Assembly Guidelines May 7, 2020 Page 5 Announcements: The next Assembly work session is scheduled on Thursday, May 14, 2020 at 6:30 p.m. The next regular meeting is scheduled on Thursday, May 21, 2020 at 6:30 p.m. These meetings will be teleconferenced. Notice of Public Meetings and Assembly meeting agendas are available on the KIB website, posted on the KIB Facebook page, and are also posted at Safeway. For those who do not have internet, you may call the Borough meeting notification line at (907) 486-9315. 16. EXECUTIVE SESSION A. Borough Manager's Performance Evaluation Recommended motion: Move to convene into executive session to discuss the Borough Manager's Performance Evaluation. A subject that qualifies for executive session under the authority of KIBC 2.30.030(F)(1 )(c) for the purpose of discussing matters which may tend to prejudice the reputation or character of a person. Staff Report — Deputy Presiding Officer Skinner. Assembly discussion. 1. State that the Mayor rules that members who are in a room with the door closed and with only persons authorized to be in the executive session, or home alone, are in a secure location for participation in executive session. 2 Ask: Is each Member home alone or in a location where they can close the door to the room so that only persons authorized to be in the executive session will be in the room and able to hear them? a. If members answer Yes: instruct them to close the door when the executive session begins. b. If any answer no: Can they move to a room where they can close the door? i. If yes, have them do so and close the door and alert the body if someone comes into the room so that the executive session can be suspended until the room they are in is cleared of persons not auhorized of be in the executive session. If they say no they cannot close the door and exclude other persons: Advise them that in order to participate they need to be in a location where only persons authorized to participate are in the room or can hear the call. Advise them that there is a space at the Borough offices they can participate from which meets these conditions, and if they desire to participate in the executive session and need to use that location in order to do so securely, you will recess for 15 minutes to give them time to get to that location. ROLL CALL VOTE ON MOTION. Kodiak Island Borough Assembly Guidelines May 7, 2020 Page 6 Recommended motion: Move to invite the Borough Mayor and those members of the Borough Assembly who choose to participate from a secure location into executive session. ROLL CALL VOTE ON MOTION. After the vote, Mayor Roberts recesses the meeting and convenes the executive session. Upon returning from the executive session, Mayor Roberts reconvenes the meeting and announces: as a result of the executive session The Assembly may make a motion if necessary. The Assembly must state the motion and vote outside of executive session. ROLL CALL VOTE ON ANY MOTION THAT MAY HAVE RESULTED FROM THE EXECUTIVE SESSION. 17. ADJOURNMENT Recommended motion: Move to adjourn the meeting. ADJOURNMENT BY ROLL CALL VOTE ON MOTION. KIBC 2.30.030 A.... Meetings shall adjourn at 10:30 p.m. unless the time is extended by a majority of the votes to which the assembly is entitled. No meeting shall be extended beyond 11 p.m., unless extended by a two-thirds vote of the assembly, except the meeting shall be extended to set the time and place for resumption of the meeting. Kodiak Island Borough Assembly Guidelines May 7, 2020 Page 7 Kodiak Island Borough Assembly Regular Meeting Guidelines May 7, 2020 6:30 p.m. Teleconference PLEASE ANNOUNCE: Due to the delay of the radio broadcast and web streaming, please place your calls at this time to speak under Citizens Comments. Your call will be placed in a queue and answered at the appropriate time. Local number is (907) 486-3231; Toll Free is 1-855-492-9202. INVOCATION Major Dave Davis of the Salvation Army. 2. PLEDGE OF ALLEGIANCE Mayor Roberts. 3. ROLL CALL KIBC 2.25.070.... the Chair shall cause the record to reflect the absence of the member, the reason for the absence, and whether the absence is excused by the Assembly. ATTENDANCE BY ROLL CALL VOTE Recommended motion: Move to excuse Assembly member who is absent due to personal leave. 4. APPROVAL OF AGENDA AND CONSENT AGENDA All items listed with an asterisk (*) are considered to be routine and non -controversial by the Assembly and will be approved by one motion. There will be no separate discussion of these items unless an Assembly member so requests, in which case the item will be removed from the consent agenda and considered in its normal sequence on the agenda. * Regular Meeting Minutes Of April 16, 2020. * Special Meeting Minutes Of April 23, 2020. * Special Meeting Minutes Of April 30, 2020. * Municipal Clerks Week Proclamation. * Mental Health Awareness Month Proclamation. * Longevity Awards 10 Years - Martha Barnett, Projects Assistant 10 Years - Eddie Arellano, KFRC Maintenance Engineer 15 Years - Sheila Smith, CDD Secretary III Recommended motion: Move to amend the agenda and consent agenda by moving Mental Health Awareness Month Proclamation and Longevity Awards under Awards and Presentations for discussion. ROLL CALL VOTE ON MOTION MOTION TO AMEND THE AGENDA AND CONSENT AGENDA: Recommended motion: Move to approve the agenda and consent agenda as amended. Kodiak Island Borough Assembly Guidelines May 7, 2020 Page 1 ROLL CALL ON MOTION TO APPROVE THE AGENDA AND CONSENT AGENDA AS AMENDED. 5. APPROVAL OF MINUTES * Regular Meeting Minutes Of April 16, 2020, Special Meeting Minutes Of April 23, 2020, and Special Meeting Minutes of April 30, 2020. 6. CITIZENS' COMMENTS (These are limited to three minutes per speaker.) Read phone number: Local is 486-3231; Toll Free is 1-855-492-9202. Please ask speakers to: 1. state and spell their name for the record p 2. address all remarks to the Assembly as a body and not to any member thereof V PLEASE ANNOUNCE THAT: THIS IS FOR GENERAL COMMENTS ONLY AND COMMENTS FOR ORDINANCE NO. FY2020-19 WILL BE TAKEN UNDER PUBLIC HEARING. 7. AWARDS AND PRESENTATIONS A. *Municipal Clerks Week Proclamation B. Mental Health Awareness Month Proclamation — Proclaiming May 2020 As Mental Health Awareness Month And Urge All Citizens, Government Agencies, Public And Private Institutions, Businesses And Schools In Kodiak To Increase Awareness And Understanding Of Mental Health, Recommit To The Steps Our Citizens Can Take To Protect Their Mental Health, And The Need For Appropriate And Accessible Services For All People With Mental Illnesses At All Stages. C. Longevity Awards — Michael Powers, Borough Manager. 10 Years - Martha Barnett, Projects Assistant 10 Years - Eddie Arellano, KFRC Maintenance Engineer 15 Years - Sheila Smith, CDD Secretary III D. Third Quarter Budget Presentation — Dora Cross, Finance Director. 8. COMMITTEE REPORTS 9. PUBLIC HEARING A. Ordinance No. FY2020-19 Amending Kodiak Island Borough Code Section 2.30.020, General Rules. Recommended Motion: Move to adopt Ordinance No. FY2020-19 Amending Kodiak Island Borough Code Section 2.30.020, General Rules. Staff Report — Mayor Roberts Open public Hearing Kodiak Island Borough Assembly Guidelines May 7, 2020 Page 2 Read phone number: Local is 486-3231; Toll Free is 1-855-492-9202. Please ask speakers to: 1. state and spell their name for the record 2. address all remarks to the Assembly as a body and not to any member thereof Close public hearing. Assembly discussion. ROLL CALL VOTE ON THE MOTION 10. BOROUGH MANAGER'S REPORT 11. MESSAGES FROM THE BOROUGH MAYOR 12. UNFINISHED BUSINESS 13. NEW BUSINESS A. Contracts 1. Contract No. FY2020-34 Kodiak Outdoor Warning Siren System Replacement Project. Recommended Motion: Move authorize the Borough Manager To Execute Contract No. FY2020-34 with Federal Signal Corporation for the Kodiak Island Borough Outdoor Warning Siren Replacement in an amount not to exceed $543,241.54. Staff Report — Manager Powers. Assembly discussion. ROLL CALL VOTE ON THE MOTION 2. Change Order No. 5 Amending Contract No. FY2018-28 Architectural and Engineering Services Term Contract for the Providence Kodiak Island Medical Center Retaining Wall Repair Project. Recommended Motion: Move to authorize the Borough Manager to execute change Order No. 5 Amending Contract FY2018-28 with Jensen Yorba Wall, Inc. of Juneau, Alaska for Architectural and Engineering Services Term Contract in an amount not to exceed $112,491. Staff Report — Manager Powers. Assembly discussion. ROLL CALL VOTE ON THE MOTION B. Resolutions Kodiak Island Borough Assembly Guidelines May 7, 2020 Page 3 Resolution No. FY2020-25 Authorizing Terms And Conditions For Sale Of A Tax Foreclosed Property Legally Described As The SE1/4 NEI 14 SEI/4 WITHIN SECTION 30, TOWNSHIP 30 SOUTH, RANGE 29 WEST SEWARD MERIDAN, LARSEN BAY Formally Owned by Dorothy Beeching. As A Result Of The Tax Foreclosure Procedure The Parcel Was Attained by Clerks Deed Case Number 3KO-08-27 Cl Signed June 22, 2009 Recorded As Document 2009-001136-0 on 6/26/2009. Recommended Motion: Move to adopt Resolution No. FY2020-25. Staff Report — Manager Powers. Assembly discussion. ROLL CALL VOTE ON THE MOTION. 2. Resolution No. FY2020-26 Authorizing Terms And Conditions For Sale Of A Tax Foreclosed Property Legally Described As FRACTIONAL W '/z E 1/2N E % SE Ye SE %; W % NE % SE IA SE % AND FRACTIONAL NW % SE % SE % OF PROTRACTED SECTION 14, T31S R29W SEWARD MERIDAN; Formally Owned By The Estate Of Willie Norell. As A Result Of The Tax Foreclosure Procedure This Parcel Was Attained by Clerks Deed Case Number 3KO-08-27 Cl Signed June 22, 2009 Recorded As Document 2009-001136-0 on 6/26/2009. Recommended Motion: Move adopt Resolution No. FY2020-26. Staff Report — Manager Powers. Assembly discussion. ROLL CALL VOTE ON THE MOTION. 3. Resolution No. FY2020-27 Mandating Electronic -Only Distribution Of Non -Privileged Meeting Materials And Communications. Recommended Motion: Move to approve Resolution No. FY2020-27. Staff Report — Mayor Roberts Assembly discussion. ROLL CALL VOTE ON THE MOTION. 4. Resolution FY2020-30 Of The Kodiak Island Borough Assembly Authorizing The Borough To Issue A Refunding Revenue Bond To Refund All Or A Portion Of The Principal Installments Of The Outstanding Solid Waste Disposal Facility Revenue Bond, 2011, Of The Borough And To Pay Costs Of Issuing The Bond; Fixing Certain Details Of Such Bond; Authorizing Its Sale; And Providing For Related Matters. Recommended Motion: Move approve Resolution No. FY2020-30. Staff Report —Manager Powers. Assembly discussion. Kodiak Island Borough Assembly Guidelines May 7, 2020 Page 4 ROLL CALL VOTE ON THE MOTION. 5. Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizing The Borough To Issue A General Obligation School Refunding Bond To Refund Certain Principal Installments Of Outstanding General Obligation School Bonds Of The Borough And To Pay Costs Of Issuing The Bond, Fixing Certain Details Of Such Bond, Authorizing Its Sale, And Providing For Related Matters. Recommended Motion: Move to approve Resolution No. FY2020-31. Staff Report — Manager Powers. Assembly discussion. ROLL CALL VOTE ON THE MOTION. C. Ordinances for Introduction - None. D. Other Items 1. Letter To Alaska Delegation Regarding Assistance To Municipalities Related to COVID-19. Recommended Motion: Move to approve Letter To Alaska Delegation Regarding Assistance To Municipalities Related to COVID-19. Staff Report — Assembly member Skinner. Assembly discussion. ROLL CALL VOTE ON THE MOTION. 2. Salary Range Adjustment For Hiring Of New GIS Analyst. Recommended Motion: Move to approve Salary Range Adjustment For Hiring Of New GIS Analyst. Staff Report — Manager Powers. Assembly discussion. ROLL CALL VOTE ON THE MOTION. 14. CITIZENS' COMMENTS (These are limited to three minutes per speaker.) Agenda Items not scheduled for public hearing and general comments. Read phone number: Local is 486-3231; Toll Free is 1-855-492-9202. Please ask speakers to: 1. State and spell their name for the record 2. address all remarks to the Assembly as a body and not to any member thereof 15. ASSEMBLY MEMBERS' COMMENTS Announcements: Kodiak Island Borough Assembly Guidelines May 7, 2020 Page 5 The next Assembly work session is scheduled on Thursday, May 14, 2020 at 6:30 p.m. The next regular meeting is scheduled on Thursday, May 21, 2020 at 6:30 p.m. These meetings will be teleconferenced. Notice of Public Meetings and Assembly meeting agendas are available on the KIB website, posted on the KIB Facebook page, and are also posted at Safeway. For those who do not have internet, you may call the Borough meeting notification line at (907) 486-9315. 16. EXECUTIVE SESSION A. Borough Manager's Performance Evaluation Recommended motion: Move to convene into executive session to discuss the Borough Manager's Performance Evaluation. A subject that qualifies for executive session under the authority of KIBC 2.30.030(F)(1 )(c) for the purpose of discussing matters which may tend to prejudice the reputation or character of a person. Staff Report — Deputy Presiding Officer Skinner. Assembly discussion. ROLL CALL VOTE ON MOTION. Recommended motion: Move to invite the Borough Mayor and those members of the Borough Assembly who choose to participate from a secure location into executive session. ROLL CALL VOTE ON MOTION. After the vote, Mayor Roberts recesses the meeting and convenes the executive session. Upon returning from the executive session, Mayor Roberts reconvenes the meeting and announces: as a result of the executive session • The Assembly may make a motion if necessary. The Assembly must state the motion and vote outside of executive session. ROLL CALL VOTE ON ANY MOTION THAT MAY HAVE RESULTED FROM THE EXECUTIVE SESSION. 17. ADJOURNMENT Recommended motion: Move to adjourn the meeting. ADJOURNMENT BY ROLL CALL VOTE ON MOTION. KIBC 2.30.030 A.... Meetings shall adjourn at 10:30 p.m. unless the time is extended by a majority of the votes to which the assembly is entitled. No meeting shall be extended beyond 11 p.m., unless extended by a two-thirds vote of the assembly, except the meeting shall be extended to set the time and place for resumption of the meeting. 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The Next Regular Meeting of the Borough Assembly is Scheduled on Thursday, May 21, 2020, at 6:30 p.m. via Teleconference. *PROCLAIMED The Week Of May 3-9, 2020 As Municipal Clerk Week And Further Extend Appreciation To Borough Clerk Tara Welinsky, Deputy Clerk Alise Rice, And Assistant Clerk Lina Cruz. PROCLAIMED The Month Of May 2020 As Mental Health Awareness Month And Urged All Citizens, Government Agencies, Public And Private Institutions, Businesses And Schools In Kodiak To Increase Awareness And Understanding Of Mental Health, Recommit To The Steps Our Citizens Can Take To Protect Their Mental Health, And The Need For Appropriate And Accessible Services For All People With Mental Illnesses At All Stages. PRESENTED A Ten-Year Longevity Award To Martha Barnett, Projects Assistant; A Ten-Year Longevity Award To Eddie Arellano, Kodiak Fisheries Research Center Maintenance Engineer; And A Fifteen-Year Longevity Award To Sheila Smith, Community Development Secretary III. RECEIVED Third Quarter Budget Presentation From Dora Cross, Finance Director. TABLED Ordinance No. FY2020-19 Amending Kodiak Island Borough Code Section 2.30.020, General Rules To Special Meeting On May 14, 2020. AUTHORIZED The Borough Manager To Execute Contract No. FY2020-34 With Federal Signal Corporation For The Kodiak Island Borough Outdoor Warning Siren Replacement In An Amount Not To Exceed $530,741.54. POSTPONED, RECONSIDERED, POSTPONED The Borough Manager To Execute Change Order No. 5 Amending Contract FY2018-28 With Jensen Yorba Wall, Inc. Of Juneau, Alaska For Architectural And Engineering Services Term Contract In An Amount Not To Exceed $112,491. ADOPTED Resolution No. FY2020-25 Authorizing Terms And Conditions For Sale Of A Tax Foreclosed Property Legally Described As The SE1/4 NE1/4 SE1/4 WITHIN SECTION 30, TOWNSHIP 30 SOUTH, RANGE 29 WEST SEWARD MERIDAN, LARSEN BAY Formally Owned By Dorothy Beeching. As A Result Of The Tax Foreclosure Procedure The Parcel Was Attained By Clerks Deed Case Number 3KO- 08-27 CI Signed June 22, 2009 Recorded As Document 2009-001136-0 On 6/26/2009. ADOPTED Resolution No. FY2020-26 Authorizing Terms And Conditions For Sale Of A Tax Foreclosed Property Legally Described As FRACTIONAL W ½ E ½ NE ¼ SE ¼ SE ¼; W ½ NE ¼ SE ¼ SE ¼ AND FRACTIONAL NW ¼ SE ¼ SE ¼ OF PROTRACTED SECTION 14, T31S R29W SEWARD MERIDAN; Formally Owned By The Estate Of Willie Norell. As A Result Of The Tax Foreclosure Procedure This Parcel Was Attained By Clerks Deed Case Number 3KO-08-27 CI Signed June 22, 2009 Recorded As Document 2009-001136-0 On 6/26/2009. View our website: www.kodiakak.us Visit our Facebook page: www.facebook.com/KodiakIslandBorough Follow us on Twitter: @KodiakBorough FAILED Resolution No. FY2020-27 Mandating Electronic-Only Distribution Of Non-Privileged Meeting Materials And Communications. APPROVED Resolution No. FY2020-30 Of The Kodiak Island Borough Assembly Authorizing The Borough To Issue A Refunding Revenue Bond To Refund All Or A Portion Of The Principal Installments Of The Outstanding Solid Waste Disposal Facility Revenue Bond, 2011, Of The Borough And To Pay Costs Of Issuing The Bond; Fixing Certain Details Of Such Bond; Authorizing Its Sale; And Providing For Related Matters. APPROVED Resolution No. FY2020-31 Of The Kodiak Island Borough Assembly Authorizing The Borough To Issue A General Obligation School Refunding Bond To Refund Certain Principal Installments Of Outstanding General Obligation School Bonds Of The Borough And To Pay Costs Of Issuing The Bond, Fixing Certain Details Of Such Bond, Authorizing Its Sale, And Providing For Related Matters. APPROVED Letter To Alaska Delegation Regarding Assistance To Municipalities Related To COVID- 19. AMENDED, APPROVED The Hiring Of The Current Applicant As The GIS Analyst At Range 19, Step F Of The Salary Schedule. CONVENED Into Executive Session To Discuss The Borough Manager's Evaluation A Subject That Qualifies For Executive Session As A Matter That May Tend To Prejudice His Character Or Reputation. INVITED The Borough Mayor, And Those Members Of The Borough Assembly Who Chose To Participate From A Secure Location Into Executive Session. No Action Was Taken As Result Of The Executive Session. (*) Items Approved Under Consent Agenda.