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HomeMy WebLinkAbout12-03-18 City Commission Packet Materials - A3. Adopt Wastewater Impact Fee Fund CIP for FY 2020-2024 Commission Memorandum REPORT TO: Honorable Mayor and City Commission FROM: Kristin Donald, Finance Director SUBJECT: Adoption of the Wastewater Impact Fee Fund Capital Improvement Plan (CIP) for FY20-24. AGENDA ITEM TYPE: Action MEETING DATE: December 3, 2018 RECOMMENDATION: Adopt the Wastewater Impact Fee Fund Capital Improvement Plan (CIP) for FY20-24. BACKGROUND: Each year, the City Manager is required to prepare a 5 Year Capital Improvements Plan and submit it to the Commission by December 15th. The Public Works Department, City Manager, and other city staff met in October and November to develop the attached Capital Plan for the equipment and capital needs of the Wastewater Impact Fee Fund. The City’s Impact Fee Advisory Committee (IFAC) met on November 15 to review and make recommendations for the planned expenditures of Wastewater Impact Fees. There was a quorum of the Committee and they voted to recommend the attached CIP with one modification. The staff agreed with the modification and the plan is aligned with Street improvements in the approved Street impact Fee CIP. Relationship to the Strategic Plan: • This year we worked towards item 7.1 b -Create a Culture of Innovation by changing our CIP database system for project tracking and plan development. We are now using 183 our city-wide budgeting system’s project module for all CIP items. This will make it easier to merge approved projects into the recommended budget, begin tracking projects in their initial stages, and give us increased project cost reporting. The change has resulted in a different report “look-and-feel,” and we are working to evolve and refine how the CIP reports appear. • We are also recommending that we continue to innovate the plan for next year by increasing the CIP threshold from its current level of $10,000 to a new minimum level of $25,000. Currently, the $10,000 threshold causes many maintenance and other operational budget items to be included in the capital plan. For the FY21 to FY25 CIP we recommend using a $25,000 threshold. This will align us with best practices and allow us to make better capital decisions by focusing on true capital items and less maintenance and operational expenses. UNRESOLVED ISSUES: None. ALTERNATIVES: As suggested by the City Commission. If the Commission is does not wish to adopt this schedule tonight, it can be scheduled for approval on a later agenda. FISCAL EFFECTS: This step in the process has no fiscal effect. Once adopted, the Capital Improvements Plan becomes the basis of the City Manager’s Recommended Budget for FY20. Report compiled on: November 20, 2018 Attached: Wastewater Impact Fee Fund CIP Section 184   WASTEWATER IMPACT FEE FUND FINANCIAL SUMMARY  Financial Summary Current YearFY19 FY20 FY21 FY22 FY23 FY24UnscheduledProjected Beginning Reserve Balance Dedicated to CIP 2,844,778$      1,588,489$         805,151$         1,285,913$      1,807,483$       2,371,086$      ‐$                   Plus:  Impact Fee Revenues Dedicated to CIP 1,282,208$      1,320,674$         1,360,294$      1,401,103$      1,443,136$       1,486,430$      ‐$                   Plus:  Financing WWIF11 2,700,000$       Plus:  Financing WWIF24 5,800,000$           Plus:  Financing WWIF38 5,200,000$          Plus:  Financing WWIF20 2,800,000$        Plus:  Financing WWIF211,250,000$        Less:  Carryover FY18 Capital Projects (825,319)$         Less: Impact Fee Reimbursement (133,338)$         Less: Debt payments (WWIF24, WWIF11, and WWIF38) (530,012)$           (879,533)$        (879,533)$        (879,533)$         (1,151,757)$      Less:  Scheduled CIP Project Costs (10,079,840)$   (6,774,000)$        ‐$                 ‐$                 (4,050,000)$      (2,550,000)$    (5,490,000)$   Projected Year‐End Cash Dedicated to CIP 1,588,489$      805,151$            1,285,913$      1,807,483$      2,371,086$       155,760$         Assumptions Made for Revenue Estimates Current YearFY19 FY20 FY21 FY22 FY23 FY24Estimated Annual Wastewater Impact Fee Revenues 1,282,208$         1,282,208$              1,320,674$         1,360,294$         1,401,103$          1,443,136$           Estimated Annual Increase 0.0% 3% 3% 3% 3% 3%Total Estimated Revenues 1,282,208$         1,320,674$              1,360,294$         1,401,103$         1,443,136$          1,486,430$         Current Revenues Dedicated to CIP % 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%  Plus:  Increase Dedicated to Wastewater Capacity Expansion CIP 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%  Total % Dedicated to CIP 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%Total Estimated Revenues Dedicated to CIP 1,282,208$         1,320,674$              1,360,294$         1,401,103$         1,443,136$          1,486,430$         ProjectedProjectedCURRENT$(6,774,000)$‐$‐$(4,050,000)$(2,550,000)$(5,490,000)FY19 FY20 FY21 FY22 FY23 FY24 UNSCHEDULEDWASTEWATER IMPACT FEE PROJECTS 185 WASTEWATER IMPACT FEE FUND PROJECT SUMMARY Project # Project NameFY2020 FY2021 FY2022 FY2023 FY2024WWIF20NORTH  FRONTAGE ROAD INTERCEPTOR  ‐   ‐  ‐   2,800,000  ‐     WWIF22DAVIS‐FOWLER INTERCEPTOR 125,000  ‐  ‐   1,250,000  ‐     WWIF35BABCOCK SANITARY SEWER UPGRADE 245,000  ‐  ‐  ‐  ‐     WWIF37HUNTERS WAY SEWER CAPACITY UPGRADE 350,000  ‐  ‐  ‐  ‐     WWIF38NORTON EAST RANCH OUTFALL DIVERSION5,200,000   WWIF39SEWER HYDRAULIC MODEL    350,000  ‐  ‐  ‐  ‐     WWIF42MANLEY ROAD SEWER UPGRADE504,000  ‐  ‐  ‐  ‐     WWIF44WRF INTERCEPTOR ‐   ‐  ‐  ‐  550,000    WWIF45BIOTRAIN #1 RETRO FIT ‐   ‐  ‐  ‐   2,000,000     Fiscal Year totals 6,774,000     ‐  ‐      4,050,000    2,550,000   186 WASTEWATER IMPACT FEE FUND DETAIL BACKGROUND This enterprise fund revenue source is impact fees. Revenue estimates for Water Impact Fees have been updated with the 5‐year average collection amount, detailed on the following page.    We have included a slight adjustment for potential financial effects of the fee study underway and reduced our growth rate slightly.  Revenues have grown on average by 9% per year, over the past 5 years.  For the CIP, we have used the 5‐year Average collection, plus 3% growth each year from FY20 to FY24. CAPITAL PLAN SUMMARY There has been a significant change in the plan regarding WWIF38 Norton East Ranch Outfall Diversion; some issues have been noted with its design increasing the price estimate by $1.8 million.  WWIF38 and the Davis Lane lift station (FY19 budgeted project) will aid with growth and the new high school.  The next large project is planned in FY23 that is the North Frontage Road Interceptor to address growing capacity on the South‐East part of town. 187 A significant amount of borrowing has been incurred for Projects WWIF24, WWIF11, WWIF20, WWIF22 and WWIF38.  Due to the uncertainty of the revenue stream, the Wastewater Utility will need to borrow via revenue bonds and be reimbursed by the Wastewater Impact Fee Fund.  There may be rate‐requirements to support this borrowing.  We will know more after the upcoming Wastewater Rate Study.  The estimated borrowing it outlined in the table below: Debt‐ DescriptionFY2020 FY2021 FY2022 FY2023 FY2024Davis Lane Lift Station Debt Service (WWIF24)               389,851                 389,851                 389,851    389,851                389,851 Front Street Interceptor Debt Service (WWIF11)                140,161                 140,161                 140,161     140,161                140,161 Norton East Rach Outfall Diversion (WWIF38)      ‐                  349,521                 349,521         349,521                 349,521 N.Frontage  Street Interceptor Debt Service (WWIF20)                 ‐   ‐              ‐ ‐                188,204 Davis‐Fowler Interceptor (WWIF22)‐   ‐              ‐ ‐ 84,020 Total Estimated Debt Service Payment $            530,012   $            879,533   $            879,533   $            879,533   $        1,151,757 Estimated Debt Schedule 188 Wastewater Impact Fee FY20 Wastewater Impact Fee FY23 Wastewater Impact Fee FY24 WWIF42 Main Durston Oak Peach19th CottonwoodFergusonFowlerS11thRouseChurchI90 Babcock Oak 19thGriffin This map was created by the City of Bozeman GIS Department on 11/19/18 and is intended for planning purposes only.¯0 10.5 Miles FY20-24 WastewaterImpact Fee Baxter I90Davis 7thWWIF35 WWIF37 WWIF20 WWIF20 WWIF44 WWIF38 WWIF22 189 Project NameYear Description  Amount Total Project #N FRONTAGE RD INTERCEPTOR                          5,290,000     DESCRIPTION:                                      ‐                 THIS PROJECT WILL REPLACE OR PARALLEL 11,500' OF   ‐                 THE NORTH FRONTAGE ROAD INTERCEPTOR BETWEEN        ‐                 SPRINGHILL RD AND BRIDGER DR. PORTIONS OF THE      ‐                 INTERCEPTOR ARE AT OR VERY NEAR CAPACITY AND UNLES ‐                 IMPROVEMENTS ARE MADE IT WILL BE AT OR OVER        ‐                 CAPACITY WHEN THE TRIBUTARY OBLIGATED AREAS ARE    ‐                 DEVELOPED. THIS PROJECT WILL DIRECTLY INCREASE     ‐                 COLLECTION CAPACITY IN THE SOUTHEAST AND EAST PART ‐                 OF TOWN WITHIN THE COMMUNITY PLAN BOUNDARY AS      ‐                 WELL AS THE EAST PART OF TOWN WILL BE TRIBUTARY TO ‐                 THIS NORTH FRONTAGE ROAD INTERCEPTOR. THERE ARE    ‐                 POTENTIALLY A GREAT NUMBER OF PRIVATE              ‐                 DEVELOPMENT PROJECTS WHICH WILL NOT BE ABLE TO     ‐                 PROCEED DUE TO THE LACK OF WASTEWATER COLLECTION   ‐                 CAPACITY. THIS PROJECT WILL CONFORM TO THE CITY'S  ‐                 WASTEWATER MASTER PLAN.    ‐                 ALTERNATIVES CONSIDERED:                          ‐                 LIMIT FUTURE DEVELOPMENT IN THE AREA.              ‐                 ADVANTAGES OF APPROVAL:                           ‐                 IF CONSTRUCTED TO THE LINE SIZES MASTER PLANNED    ‐                 IN THE CITY S WASTEWATER FACILITIES PLAN,          ‐                 CAPACITY WILL BE PROVIDED FOR FUTURE GROWTH        ‐                 TRIBUTARY TO THIS MAIN.                            ‐                 ADD OPERATING COSTS:                              ‐                 IMPACT FEES CAN NOT FUND OPERATING AND MAINTENANCE ‐                 COSTS.  THE CITY S WASTEWATER UTILITY WILL PAY FOR ‐                 HESE COSTS, WHICH ARE ESTIMATED TO BE A SMALL      ‐                 INCREMENT OF THE CITY S SYSTEM AS A WHOLE.         ‐                 DECREASE:                                         (2,490,000)    CHANGING THIS PROJECT TO BE DONE IN PHASES AS IT   ‐                 IS PROPOSED IN THE MASTER PLAN   ‐                 NORTH FRONTAGE ROAD INTERCEPTOR       20232,800,000     WWIF20190 Project NameYear Description  Amount Total Project #DAVIS‐FOWLER INTERCEPTOR ‐ DESIGN                  125,000         DESCRIPTION:                                      ‐                 DESIGN FOR DAVIS‐FOWLER INTERCEPTOR DURSTON TO OAK ‐                 THIS PROJECT WILL REPLACE OR PARALLEL 2700' OF THE ‐                 DAVIS‐FOWLER INTERCEPTOR BETWEEN DURSTON AND       ‐                 OAK. THE INTERCEPTOR BETWEEN DURSTON RD AND W      ‐                 OAK WILL EVENTUALLY EXCEED CAPACITY AS THE BAXTER  ‐                 CREEK DRAINAGE BASIN DEVELOPS. IN ORDER TO CONVEY  ‐                 THE ULTIMATE BUILD‐OUT FLOW, THE INTERCEPTOR WILL  ‐                 NEED TO BE INCREASED FROM AN 18‐INCH DIAMETER TO   ‐                 A 24‐INCH DIAMETER PIPE.                           ‐                 ALTERNAITVES CONSIDERED:                          ‐                 LIMIT FUTURE DEVELOPMENT IN THE AREA.              ‐                 ADVANTAGES OF APPROVAL:                           ‐                 IF CONSTRUCTED TO THE LINE SIZES MASTER PLANNED    ‐                 IN THE CITY S WASTEWATER FACILITIES PLAN,          ‐                 CAPACITY WILL BE PROVIDED FOR ANTICIPATING THE     ‐                 LONG‐TERM FUTURE GROWTH IN THIS AREA.              ‐                 ADD OPERATING COSTS:                              ‐                 NONE THIS IS THE DESIGN PAHSE CONSTRUCTION WILL    ‐                 BRING MAINTENANCE COSTS FOR THE UTILTIY FUND.      ‐                 DAVIS‐FOWLER INTERCEPTOR ‐ DESIGN 2020125,000         WWIF22 (FY20)191 Project NameYear Description  Amount Total Project #DAVIS‐FOWLER INTERCEPTOR ‐ CONSTRUCTION        1,250,000     DESCRIPTION:                                      ‐                 THIS PROJECT WILL REPLACE OR PARALLEL 2700' OF THE ‐                 DAVIS‐FOWLER INTERCEPTOR BETWEEN DURSTON AND       ‐                 OAK. THE INTERCEPTOR BETWEEN DURSTON RD AND W      ‐                 OAK WILL EVENTUALLY EXCEED CAPACITY AS THE BAXTER  ‐                 CREEK DRAINAGE BASIN DEVELOPS. IN ORDER TO CONVEY  ‐                 THE ULTIMATE BUILD‐OUT FLOW, THE INTERCEPTOR WILL  ‐                 NEED TO BE INCREASED FROM AN 18‐INCH DIAMETER TO   ‐                 A 24‐INCH DIAMETER PIPE.                           ‐                 ALTERNAITVES CONSIDERED:                          ‐                 LIMIT FUTURE DEVELOPMENT IN THE AREA.              ‐                 ADVANTAGES OF APPROVAL:                            ‐                 IF CONSTRUCTED TO THE LINE SIZES MASTER PLANNED    ‐                 IN THE CITY S WASTEWATER FACILITIES PLAN,          ‐                 CAPACITY WILL BE PROVIDED FOR ANTICIPATING THE     ‐                 LONG‐TERM FUTURE GROWTH IN THIS AREA.              ‐                 ADD OPERATING COSTS:                              ‐                 WASTEWATER FUND WILL TAKE ON MAINTENANCE OF  ‐                 THE SYSTEM. ‐                 DAVIS‐FOWLER INTERCEPTOR ‐ CONSTRUCTION20231,250,000     WWIF22 (FY23)192 Project NameYear Description  Amount Total Project #BABCOCK SANITARY SEWER UPGRADE                     245,000         DESCRIPTION:                                      ‐                 TO ACCOMMODATE FLOWS FROM PHASE 2 OF THE ICON      ‐                 APARTMENTS PROJECT, FERGUSON FARM, AND LUPINE      ‐                 VILLAGE AS WELL AS FUTURE IN‐FILL DEVELOPMENT, THE ‐                 EXISTING 10‐INCH SANITARY SEWER MAIN IN W.         ‐                 BABCOCK MUST BE UPGRADED TO A 15‐INCH SANITARY     ‐                 SEWER MAIN FROM MANHOLE L0408 AT THE               ‐                 INTERSECTION OF RESORT DRIVE AND BABCOCK TO L0412  ‐                 AT THE INTERSECTION OF BABCOCK AND COTTONWOOD.     ‐                 ALTERNATIVES CONSIDERED:                          ‐                 DO NOTHING                                         ‐                 ADVANTAGES OF APPROVAL:                           ‐                 ALLOWS INFILL DEVELOPMENT TO PROCEED AS THIS       ‐                 SANITARY SEWER MAIN WILL BE AT CAPACITY AFTER      ‐                 DEVELOPMENT OF PHASE I OF ICON APARTMENTS          ‐                 AND VARIOUS SITE PLAN APPLICATIONS AT FERGUSON     ‐                 FARMS.                                             ‐                 ADD OPERATING COSTS:                              ‐                 MINIMAL AS THIS WILL BE A CAPACITY UPGRADE OF AN   ‐                 EXISTING SANITARY SEWER MAIN.                      ‐                 BABCOCK SANITARY SEWER UPGRADE     2020245,000         WWIF35193 Project NameYear Description  Amount Total Project #HUNTERS WAY SEWER CAPACITY UPGRADE                 350,000         DESCRIPTION:                                      ‐                 APPROXIMATELY 1,600 FEET OF SANITARY SEWER MAIN    ‐                 REQUIRES AN UPGRADE FROM A 12‐INCH MAIN TO A 15‐   ‐                 INCH MAIN TO ACCOMMODATE INFILL DEVELOPMENT        ‐                 INCLUDING BUILDOUT OF THE MSU INNOVATION CAMPUS    ‐                 AND OTHER INFILL AREAS IMMEDIATELY WEST OF S. 19TH ‐                 ALTERNATIVES CONSIDERED:                          ‐                 NO ACTION. THIS OPTION WOULD NOT ALLOW BUILDOUT    ‐                 OF THE MSU INNOVATION CAMPUS AND OTHER INFILL      ‐                 DEVELOPMENT IMMEDIATELY WEST OF S. 19TH.           ‐                 ADVANTAGES OF APPROVAL:                           ‐                 ALLOWS BUILDOUT OF THE MSU INNOVATION CAMPUS       ‐                 AND OTHER INFILL PROJECTS IMMEDIATELY WEST OF S.   ‐                 19TH INCLUDING A POTENTIAL STUDENT HOUSING         ‐                 PROJECT.                                           ‐                 ADD OPERATING COSTS:                              ‐                 OPERATIONAL COSTS WOULD REMAIN THE SAME AS THE     ‐                 EXISTING 12‐INCH MAIN WOULD BE UPGRADED TO A 15‐   ‐                 INCH MAIN.                                         ‐                 HUNTERS WAY SEWER CAPACITY UPGRADE     2020350,000         WWIF37194 Project NameYear Description  Amount Total Project #NORTON EAST RANCH OUTFALL DIVERSION                3,320,000     DESCRIPTION:                                      THE EXISTING SYSTEM DOES NOT HAVE ENOUGH          CAPACITY TO COLLECT ALL OF THE FLOWS FROM THE FULLDEVELOPMENT OF THE AAJKER CREEK AND BAXTER        CREEK DRAINAGE BASINS. MOST OF THE FLOW IS        PROPOSED TO BE COLLECTED BY A NEW EXTENSION IN    THE AAJKER CREEK DRAINAGE BASIN AND ENTER THE     SYSTEM AT THE NORTON EAST RANCH OUTFALL           INTERCEPTOR WILL BE CONSTRUCTED FROM THE          INTERSECTION OF BAXTER LANE AND FLANDERS MILL     ROAD TO THE PROPOSED DAVIS LANE LIFT STATION      NORTH OF INTERSTATE 90 AND WILL BE A 27‐INCH      SANITARY SEWER PIPE.  THE PROJECT WILL TAKE       PRESSURE OFF THE BAXTER MEADOWS LIFT STATION      WHICH HAS LIMITED CAPACITY.                       ALTERNATIVES CONSIDERED:                          1) UPGRADE THE EXISTING SANITARY SEWER            INTERCEPTOR AND BAXTER MEADOWS LIFT STATION       THAT SERVE THE AAJKER CREEK AND BAXTER CREEK      DRAINAGE BASINS, OR 2) DO NOTHING.                ADVANTAGES OF APPROVAL:                           FREES CAPACITY IN EXISTING INFRASTRUCTURE TO SERVEINFILL DEVELOPMENT WHILE SIMULTANEOUSLY           OPENING NEW AREAS FOR DEVELOPMENT THAT            CURRENTLY DO NOT HAVE ACCESS TO THE CITY          SANITARY SEWER SYSTEM.                            ADD OPERATING COSTS:                              ROUTINE MAINTENANCE OF SANITARY SEWER MAINS       INCLUDING FLUSHING AND LONG‐TERM MAINTENANCE.     INCREASE:                                         DUE TO RIGHT‐OF‐WAY ISSUES AND ADJUSTMENTS MADE    1,880,000     2020WWIF38NORTON EAST RANCH OUTFALL DIVERSION 5,200,000     195 Project NameYear Description  Amount Total Project #SEWER HYDRAULIC MODEL                              350,000         DESCRIPTION:                                      ‐                 THE STRATEGIC PLAN CALLS FOR AN UPDATED SEWER      ‐                 HYDRAULIC MODEL. THIS IS NEEDED TO ADEQUATELY      ‐                 DEFINE SEWER CAPACITY THROUGHOUT OUR SYSTEM.       ‐                 THIS PROJECT IS DRIVEN BY OUR PACE OF GROWTH AND   ‐                 NEED TO PLAN FOR SEWER UPGRADES.                   ‐                 ALTERNATIVES CONSIDERED:                          ‐                 NONE.                                              ‐                 ADVANTAGES OF APPROVAL:                           ‐                 MAXIMIZE THE USE OF OUR SEWER SYSTEM AND AVOID     ‐                 SEWER BACKUPS.                                     ‐                 ADDITIONAL OPERATING COSTS:                       ‐                 NONE.                                              ‐                 MANLEY ROAD SEWER UPGRADE                          504,000         DESCRIPTION:                                      ‐                 IMPROVE THE NORTH FRONTAGE ROAD INTERCEPTOR PER    ‐                 THE SEWER MASTER PLAN FOR THE SEWER WITHIN THE     ‐                 LIMITS OF THE MANLEY ROAD UPGRADE.                 ‐                 ALTERNATIVES CONSIDERED:                          ‐                 NOT CONSTRUCT THE SEWER WITH THE MANLEY ROAD       ‐                 UPGRADE RESULTING IN TEARING UP A PORTION OF THE   ‐                 ROAD WITHIN A 3 YEAR TIME FRAME TO DO THE LARGER   ‐                 SEWER UPGRADE.                                     ‐                 ADVANTAGES OF APPROVAL:                           ‐                 CONSTRUCT THE SEWER WITH THE STREET UPGRADE TO     ‐                 AVOID EXCAVATING THIS LINE IN THE NEW STREET IN    ‐                 THE NEAR FUTURE. INCREASE CAPACITY IN THE SEWER    ‐                 SYSTEM.                                            ‐                 ADDITIONAL OPERATING COSTS:                       ‐                 SAME AS EXISTING.                                  ‐                 WRF INTERCEPTOR                                   550,000         DESCRIPTION:                                      ‐                 REPLACE OR PARALLEL 1200 FEET OF SEWER FROM I‐90   ‐                 TO THE WRF. UPGRADE 30" OUTFALL TO 48" MAIN.       ‐                 SEWER HYDRAULIC MODEL     2020350,000         WWIF39WRF INTERCEPTOR           2024550,000         WWIF44MANLEY ROAD SEWER UPGRADE 2020504,000         WWIF42196 Project NameYear Description  Amount Total Project #DESCRIPTION:                                      2,000,000     THIS IS A RETROFIT TO OUR OLDEST TRAIN BIOTRAIN #1 ‐                 ADVANTAGE:                                        ‐                 THIS PROJECT WILL ALLOW FOR ADDITIONAL CAPACITY.   ‐                 ALTERNATIVES:                                     ‐                 NONE                                               ‐                 OPERATION COST:                                   ‐                 NONE                                               ‐                 BIOTRAIN #1 RETROFIT         20242,000,000     WWIF45  197 Unscheduled Project NameUnscheduled Project Description  AmountProject #Hidden Valley (Lift Stationand Force Main)Design and Construct Hidden Valley Lift Station and Force Main. This project will conform to the City's Wastewater Collection Facilities Plan. The Davis Lane Lift Station must be upgraded to accommodate flows from the Hidden Valley Lift Station when the Hidden Valley Lift Station is constructed.                          5,190,000 WWIF32Annie Street Sanitary Sewer UpgradeThis project consists of upgrading approximately 1,200 feet of an existing 18‐inch sanitary sewer main in the Annie Street alignment to a 21‐inch main. Given the current planned development projects, this main will be at capacity in 5‐10 years upon buildout of multiple projects.                             300,000 WWIF34Total Wastewater Impact Fee Unscheduled5,490,000                         UNSCHEDULED198