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IWB Meeting U4444 530 ::::;'':'''::':''''':':':':'"':::'"":"'::'"':':'"::'"'':"''"""""'''''::::''"':'":'•':::::::::''':---::"-::::,-:,:::--:::::,,,,::::::.:::,:,:::•.,:::::::::::,,,:k::::,:::,:::,z::,,,•.::::::::•:i::::::::::::::::::•:•,.•::::::::,::::,•,:•,„:::•.::::::,...,.•..:.:„:„„.:.:.:„,:.,::,:::::,:::,:„ ::::::::::::::::::::::::::::,..,.....„.:.:.::::::::::::„....,..„,.:.:.:.;.:::::::::„...,.:„...:....:„......:,...............,.,......................„:„:„............„:„.:::„..,....:............:::::„.........:.....:....::::::::„..........„.„:::::„....,..„.....„:„:„:„.,.......,„4„.„.„,..:„....„.......„..„.....:, , TIGARD WATER DISTRICT BOARD MEETING October 20, 1994 COMMISSIONERS PRESENT: Chair Froude, Commissioner Morgan, Mortensen, Pedersen and Haunsperger STAFF PRESENT: Ed Wegner, Mike Miller VISITORS PRESENT: Jack Polans 1. CALL TO ORDER Chair Froude called the Special Meeting of the Tigard Water District Board of Commissioners to order at 7:04 p.m. 2. RESOLUTION ADOPTING DIVISION OF ASSETS Mr. Wegner distributed the Intergovernmental Water Board Minutes of the September 14th meeting and reviewed the changes the IWB recommended in the Division of Assets. Mr. Wegner also stated that the Cities of Tigard, King City, and Durham has adopted the Resolution accepting the revised Division of Assets as presented. Commissioner Morgan motioned to approve Resolution 94-04 accepting the Division of Assets Report by Economic and Engineering Services, Inc. , revised September 14, 1994. This Motion was seconded by John Haunsperger. Chair Froude question whether anyone had questions or concerns? Hearing none, the vote was taken. A voice vote was taken and the Motion passed unanimously. 3. Commissioner Haunsperger asked for an update on the Tualatin Valley Water District water service for interim supply. Mr. Miller stated that he was working with the staff at Tualatin Valley Water District on evaluating two possible locations for interties (Bradley Corners and Baylor Street Reservoirs) . The connection at Bradley Corners would be with a 24" gravity line at an elevation of 426, the other improvements to their system would be to increase the 10" meter to 16" meter at 80th and Florence Lane. The Baylor Street connection would be made with Tualatin Valley Water District 498 zone. The City of Tigard will be contracting with Murray Smith and Associates to evaluate and model these hydraulic conditions and recommend a course of action. 4. INTERGOVERNMENTAL MINUTES The Tigard Water District requested to see minutes of the Intergovernmental Water Board meetings in their agenda packets. Mr. Wegner stated that these would probably be in draft form, .due to the schedules of Tigard Water District and Intergovernmental Water Board meeting, because the IWB would not meet to approve minutes until after the TWD Monthly Meeting. 5. ITEM FOR THE FUTURE Commissioner Morgan asked that Tigard Water District's role in providing water to the unincorporated area be placed on the November Tigard Water District Agenda. Commissioner Morgan had three questions regarding this issue: a. Does the IGA in it's operational responsibilities adequately represent the policy objectives and interests of the unincorporated area? b. Are there responsibilities beyond the IGA and/or the City of Tigard, that TWD needs to address? What additional duties and responsibilities does the TWD have? c. Is the public well served with the continued existence of the TWD? Mr. Wegner stated that the staff was doing everything possible to provide water services fairly through out the water service area. Mr. Morgan agreed and stated his concerns were directed toward the Intergovernmental Agreement. Mr. Wegner asked the Board Members if they desired to have their attorney present at the next meeting to answer their legal questions regarding the Intergovernmental Agreement? The Board members stated that they did not wish to have their attorney present, but did wish to discuss the topic. The next regular scheduled meeting of the Tigard Water District will be Monday, November 21, 1994 at 7:00 p.m. in the Water Building Conference Room. Commissioner Haunsperger motioned to adjourn and the Motion was seconded by Commissioner Mortensen. The Motion carried and the meeting was adjourned at 7:31 p.m. kathy\twd1020.mtg CITY OF TIGARD, OREGON RESOLUTION NO. 94- A RESOLUTION OF THE TIGARD WATER DISTRICT, IN THE STATE OF OREGON, TO ADOPT THE TIGARD WATER DISTRICT SYSTEM ASSETS AND LIABILITY REPORT AS REVISED BY THE INTERGOVERNMENTAL WATER BOARD (IWB) WHEREAS, the Tigard Water District, in accordance with Section 4 of the Intergovernmental Agreement (hereinafter "Agreement") between the Cities of Tigard, King City and Durham and the Tigard Water District for delivery of water services to territories within the District boundaries has caused preparation of a System Assets and Liability Report; and WHEREAS, the Tigard Water District accepted the report with amendments and the Findings and Conclusions as submitted by Commissioner Morgan; and WHEREAS, the Intergovernmental Water Board reviewed the Tigard Water District's actions and further amendments as proposed by Tigard Water District and its consultants, Economic & Engineering Services, Inc. , and unanimously voted to recommend that the Cities of Durham, King City, and Tigard formally adopt the Plan; and WHEREAS, the Cities of Tigard, King City, Durham have reviewed and adopted Resolutions approving the revised (9-14-94) System Assets and Liabilities Report; and WHEREAS, the Tigard Water District has reviewed the report and amendments; NOW, THEREFORE, BE IT RESOLVED BY THE TIGARD WATER DISTRICT THAT: SECTION 1: The conclusions contained within the Tigard Water District System Assets and Liability Report as revised by the Intergovernmental Water Board (IWB) are accepted and adopted. PASSED: By -� - © vote of all Board members present after being read by number and title only, this day of , 1994. APPROVED: This 20 day of cdo b e►2- , 1994. PASSED: This 20 day of 'Sao Lee. , 1994. 7,„ ,_47Y /Ch r of thB.' . ATTES Graf41 Ed Wegner, ity of Tigard Director of Maintenance Services RESOLUTION NO. 94- Page 1 TIGARD WATER DISTRICT INCOME STATEMENT & BALANCE SHEET As of October 31, 1994 INCOME STATEMENT Accounts PriorY-T-D Monthly Y-T-D REVENUES 1%PY Water Sales Revenue 0.00 0.00 Interest Earned 104.00 741.00 845.00 Recovered Expenditures 0.00 0.00 Total Revenues 104.00 741.00 845.00 EXPENDITURES Professional Services 0.00 10.00 10.00 Contractual Services 0.00 0.00 Office Supplies&Expenses 0.00 0.00 Advertising&Elections 0.00 0.00 Dues& Subscriptions 3,326.00 3,326.00 Insurance 487.05 487.05 Total Expenditures 3,813.05 10.00 3,823.05 BALANCE SHEET ASSETS Cash&Investments 26,960.51 731.00 27,691.51 Net Fixed Assets 0.00 0.00 Total Assets 26,960.51 731.00 27,691.51 LIABILITIES & FUND BALANCE Liabilities Accounts Payable 0.00 0.00 Due Other Funds 0.00 0.00 Total Liabilities 0.00 0.00 0.00 Fund Balance Fund Balance 30,669.56 0.00 30,669.56 Excess of Rev/(Exp.) (3,709.05) 731.00 (2,978.05) Total Fund Balance 26,960.51 731.00 27,691.51 Total Liabilities and Fund Balance 26,960.51 731.00 27,691.51 g:\Excel\TWD\Monthly\94-5isbs.xls TIGARD WATER DISTRICT EXPENDITURE LISTING OCTOBER - 1994 October 27, 1994 Secretary of State Audit Reveiw Fee $ 10.00 •� M TualatinVal ley Water District Tualatin Valley Water District would like to invite you to a presentation on the WILLAMETTE RIVER PILOT TREATMENT PLANT Please join us for an informative meeting that will cover: The Purpose of the Project- Gene Seibel and Mike Walker Treatment Plant Findings and Results -Montgomery Watson Land Use Issues Mike Ragsdale Participant Discussion Wednesday, December 7, 1994 (Rescheduled from Tuesday, November 15) 7:30 p.m. 1850 SW 170th Avenue Beaverton, Oregon Please R.S.V.P. by December 1 Phone (503) 642-1511 Tigard Water Service Area Water Supply Facts & Figures d Covers 12 square miles, including 75% of City of Tigard, King City, Durham and the unincorporated area of Bull Mountain and the Walnut Island make up the rest of the service area. • Supervisory Control and Data Acquisition system (SCADA) run by computer and phone lines connects and monitors water reservoirs and pump stations throughout the system. • Structures and System Make-Up - Elevations and pressure zones Gravity supplies most of the system: One pound per square inch (psi) for every 2.31 feet drop in elevation. - Pressure zones: - Gravity zones: • Top of Bull Mountain down to 595 feet • Bull Mountain 595 feet to 290 feet • Top of Little Bull Mountain down to 290 feet • Little Bull Mtn. 290 to lowest point • Pump Stations (7) 5 are transfer stations and 2 are sustaining pumps • 12 Reservoirs 12 reservoirs in 7 locations (5 in City of Tigard; 2 in unincorporated area versus none in King City or Durham; 21 million gallons total capacity) ■ 4 Wells - Well #1 located at SW Canterbury Lane - Well #2 located off SW Gaarde Street near the corner of SW 121st Wells#1 and#2 are turned on every summer to contribute approximately 900,000 gallons of water per day. - Well #3 located on SW 135th at the bottom of Hillshire subdivision Well#3 is not normally used during the summer months, although it was used during the time of imposed water restrictions during the Summer of 1992. - Well #4 located on SW Beef Bend Road north of King City, in unincorporated area Water is high in iron, and is not liked by recipients. Well#4 would be used only in an extreme emergency. • Water Connections to Other Cities - Main Supply Connections • Lake Oswego at SW Bonita Road • City of Portland at Bradley Corners - Emergency Connections • City of Beaverton at two locations: along SW Scholls Ferry Rd. at 135th and SW Springwood Dr. • Lake Grove Water District at SW Carmen Drive • Tualatin Valley Water District (non-metered connection on Cascade Avenue) • City of Tualatin at SW Upper Boones Ferry Rd. and another at SW 72 Ave. ■ Meters - Approximately 12,300 service connections • Water Supply - Lake Oswego: Clackamas River Water - City of Portland: Bull Run Water - Average of 5.01 million gallons per day(MGD) of water used now: 3.94 MGD in winter and 7.78 MGD in summer usage - 1994 summer peak day demand 13.7 MGD The City of Tigard annually receives over 90 percent of its potable water supply from the City of Lake Oswego. Tigard also receives water from the City of Portland and pumps from its own ground water wells. Lake Oswego owns and operates a river water intake near the City of Gladstone and a water treatment facility in the City of West Unn. Tigard has an agreement with Lake Oswego for the purchase of surplus water produced by these • facilities. In recent years,including 1994,during peak demand periods, Lake Oswego has been unable to supply the total needs of both communities. In order for Lake Oswego to continue to meet its own water needs and the needs of Tigard, major capital improvements to the Lake Oswego facilities are required to expand their capacity. On December 8, 1993, the firm of Murray, Smith and Associates, Inc., was authorized to complete this study for the City of Tigard. The purpose of this study is to update the May 1990 report, expand the consideration of potential supply sources, and make recommendations to provide a reliable long term water supply for the City of Tigard. This update includes an evaluation.of seven long term water supply alternatives. These alternatives are: 1. City of Lake Oswego Supply (Clackamas River) 2. City of Portland Supply (Bull Run River and Columbia River Well Fields) 3. City of Tualatin Supply (Bull Run River and Columbia River Well Fields) 4. Hillsboro-Forest Grove-Beaverton Joint Water Commission Supply (Tualatin and Trask Rivers) 5. South Fork Water Board Supply (Clackamas River) 6. Tualatin Valley Water District Supply (Bull Run River and Columbia River Well Fields) 7. Willamette River Supply above Wilsonville Discussions were held with purveyors of each developed water source. Of those providers under consideration, only the City of Lake Oswego and the City of Portland provide Tigard the potential for a long range supply of water from an existing supply system. A long range supply of water could be obtained from the Willamette River through a City-owned or a jointly owned supply system. These four alternatives were evaluated under a set of eight criteria and ranked in comparison with each other. The eight criteria are: 1. Opportunity for City Ownership of Supply System 2. Water Supply Agreements and Contract Provisions 3. Required Improvements and Estimated Project Costs 4. Estimated Cost of Water 5. Water Rights 6. Water Quality 7. Supply Implementation Timing 8. Certainty of Supply Willama;. Supply :.; Portland. >:;:::.;:: >:::»:>: : ..:.: :.:.mons Re'ion The recommended alternative for Tigard's long term water supply is the Lake Oswego supply alternative. Tigard should proceed immediately with the steps needed to develop this supply. Interim water supplies are needed to supplement existing supplies as the recommended supply alternative is developed. FOR MORE INFORMATION, PLEASE CALL 639-4171, EXTENSION 301 4•o-_=- -.. The Challenge of the Willamette: Water Allocation Needs for Instream Use and for Withdrawal by Lorna Stickel Portland Water Bureau Project Manager for Portland Regional Water Supply Plan Vomocil Water Quality Conference OSU October 25-26, 1994 I.Speaker Introduction The Author is the Project manager for Portland Regional Water Supply Plan and works for Portland Water Bureau,. She was a member of Oregon Water Resources Commission from 1983-1994 and was a member of the Western States Water Council from 1989- 1994. Prior to joining the Water Bureau she was a land use planner in Oregon for 17 years. II.Portland Regional Water Supply Plan-Phase 2(May 1993-Nov. 1995) A recent guest column in the Oregonian began with a seemingly simple question: "Which would you rather drink: water from the Willamette River or from the pristine Bull Run Watershed?" It is the kind of question that 27 Portland area water providers are asking. The Portland metropolitan region is facing some tremendous growth pressures, and future water supplies are part of the fabric of how and where this region will grow. Historically,about half of the residents of the Oregon metropolitan area have been able to drink Bull Run water,which comes from one of the most protected watersheds in the country, thanks to a century of careful development and protection. This water source has developed a mystique and is of very high quality, free of the risks that face many other municipal water supplies for cities of similar size. The residents of the other half of the Portland region are served by a variety of other water sources; from the Clackamas,to Trask/Tualatin, to individual smaller surface and groundwater sources. All of the supply systems that are currently available will not be enough to meet the needs for the next 50 years,during which time the Oregon side of the metropolitan area is expected to grow by some 800,000 new residents. Where will the water come from to serve this future population? Answering that question is the central task of the metropolitan areas'regional water supply planning effort, which is jointly funded and now in its third year. It`s a comprehensive and complex process in which our options are being examined so that the hard choices facing us can ultimately be made. Our basic options are fairly clear: • Conservation-As with any precious resource,conservation offers us a way to ease the crunch. The drought of 1992 was a wake-up call that prompted the Bull Run water system users and others to reduce their per capita water consumption by about 10%. We can achieve much more than this,and a major focus of the planning work is identification of ways to implement various levels of conservation. The regional supply plan is also looking at possibilities for re-using water. Major water users such as the Port of Portland are looking at using non-potable water in dual systems for its industrial needs. Because of their expense, dual systems may only be practical for larger irrigation uses such as, parks and open space settings, industrial and institutional users. •A third dam in the Bull Run to increase its holding capacity-The watershed's incredible productivity and the natural quality of its water make this an attractive alternative. Any future construction,however, will have a daunting series of environmental hoops to pass through. No one's crystal ball is clear enough to show the outcome of those future dealings,but it would be foolishness to stake the entire region's water future on the assumption that a third dam will be built as our sole future source. •The Willamette River- the Willamette,Oregon's major river system, is augmented in the summer with flows from eleven existing Corps of Engineer's dams. Other communities in upstream areas make use of the this source now. The primary concerns about this source have to do with its water quality,the need to retain adequate instream flows to protect other uses for the river, and the cost of using this new source. •The Columbia River- this is the nation's second largest river system and it has flows larger than any other river in the west. It has not been tapped directly for municipal supplies as far downstream as the Portland region,but preliminary pilot test results show that it does have some potential. The concerns about this source are similar to those for the Willamette,particularly in light of the fragile health of Columbia basin salmon runs and the potential for water quality problems with such a large upstream drainage area. •The Trask River-The Joint Water Commission which serves part of Washington County is proposing the four-fold enlargement of the Barney reservoir. The existing reservoir is located high in the head waters of a fork of the Trask River. This project already serves part of the Washington County area and is currently in the environmental impact assessment and permitting stage. •Aquifer Storage and Recovery(ASR)-ASR is a technique which takes surface water flows from any of the existing or future water supply sources,injects it into the ground through wells and then pumps it back out during the periods of need, which could be summer's dry months or in an emergency. This technology,while new to this region,is being used in many parts of the southern and southwestern United States. Several aspects are now being studied, including impacts on winter surface water flows,aquifer protection,chemical mixing of the waters, and the amount of water which such storage might yield. The region's water providers will continue to study the key issues before completing a preliminary regional water supply plan which is scheduled to be issued in 1995. In the meantime the region's water providers and decision makers are encouraging the public to take advantage of the public involvement opportunities built into the regional-water .supply planning process. We need to hear public opinions on how we should,meet our future water supply needs. Based on the results of recent surveys,interviews,and public forums held so far we know that our region contains very diverse interests. We have heard clear messages about the central importance of conservation as we proceed into the future. We must also carefully weigh the costs and public health risks associated with the needs for water treatment of the various sources. We must weigh the environmental tradeoffs which might be required to meet these future needs. We must assess the overall costs for new supplies and the equity issues involved with who has to pay. The questions are multiple and complex,without easy answers. Yet choices will need to be made throughout the metropolitan area. We anticipate that no one option will meet the needs of the entire region. The public deserves to know what the choices are. M. Issues as they relate to the Willamette The Portland population currently obtains about 65-70%of its water supply from out-of- basin diversions (Trask&Sandy basins). The future may not allow that same level of out-of-basin diversion. The Phase 2 process is evaluating both increased out-of-basin diversions from these same sources as well as developing sources on the Columbia River mainstem and on the Willamette River as well as the Clackamas River(tributary to the • Willamette). The title of this presentation is very aptly named,the Willamette Basin clearly presents a very real challenge to all users of the system,both instream and out of stream. The bind that water providers fmd themselves in,even if they are able to pull together a regional look at their water supply needs,is how these needs fit in with the other demands on the system. Two key areas of uncertainty include: 1)Not knowing the instream needs for the Willamette mainstem and its tributaries for such uses as fisheries,water quality,recreation,and navigation. There are 24 instream flows which were established for the Willamette and tributaries by the State in the 1960's and early 1970's many of which contain a"natural flow" component and a storage component to them. These were to be converted to instream water rights (ISWR) as a part of the adoption of the statute which established ISWR in 1987 legislative session. Most of the MPSF around the state have been converted except for these in the Willamette system. They present a special challenge in terms of the complexities of priority dates and the two different components and the contractual issues revolving around the 11 Corps storage reservoirs. The conversion of these minimum streamflows is, however,limited to the natural flow and storage components of their original adoption which will limit their ability to protect the natural flow part of Willamette flows. On the lower mainstem Willamette in low flow months the minimum streamflows anticipated about 1/4 natural flow and 3/4's storage component but the actual flow components in an average year appear to be about 1/2 for each type of flow,leaving a "technical" water availability excess in natural flow. This means that the converted streamflows will not be able to protect all of the natural flow found in the Willamette during low flow months.Therefore the larger issue is just what is needed instream to protect fisheries and other species of concern,recreation,habitat, and to assimilate pollutantsthatflowinto the system. The flow targets of the minimum streamflows would seem to have validity in the system in that DEQ has based their permits for discharges based on these amounts and in the low flow period of 1992 when the targets were not met for the lower river there were fish mortalities observed. Knowledge of this benchmark is important and it has presented a real problem not knowing what is required to meet these various needs,particularly in light of the second major issue. 2)The Willamette flow pattern is heavily influenced by the release of storage from eleven Corps of Engineers reservoirs,primarily on the eastern,or Cascade foothills side of the valley. These releases augment summer flows considerably and have enabled a flow target of about 6,000 cfs set for the river at Albany and Salem to be maintained,in spite of increasing diversions from=the river and its tributaries. The conversion of the MPSF has been wrapped up in this storage and natural flow issue. However,the Corps has conducted the first part of a study to look at how this system might be augmented and they and the State are engaged in developing a scope of work and budget for doing a "feasibility" study for reauthorization of the Willamette projects. The price of purchase of Corps storage is substantially higher for M&I purposes than for irrigation, however,it is not even clear that M&I contracting can take place in face of the current authorization for the projects and due to two existing storage permits held by the. Bureau of Reclamation for all of the currently available storage water for irrigation purposes. The operation of the Corps reservoirs may be able to insure that needed. instream flows are present and allow some further use of the river for out of stream uses. A study of the operation of the Corps storage projects in the Willamette system to meet changing multiple purposes is needed. The water providers of the rapidly growing Willamette Valley must do infrastructure planning not only because in some cases it is required under the State Goals and J 1 Guidelines/Comprehensive PIanning requirements but because it is a responsible thing for water providers to do. In the circumstances noted above for the Willamette it is very difficult to do an adequate alternatives analysis for meeting future water needs with the number of unknowns evident. This may drive some decision makers to use short term fixes which could result in a wasting of resources to develop less desirable sources. Water providers in the Portland area are attempting to look at the issue of future water needs in a larger institutional framework which in part gets past the fractionalized aspect of so many providers,but Valley-wide there are a number of different water providers. Bringing us all together is being done to some extent with the reservation application process. Some increased coordination of water providers with wastewater providers has occurred in parts of the Willamette Basin,but more needs to be done to merge the issues of M&I water cycle. This cooperation in and of itself is an improvement over the past processes,but in order for the providers to be able to properly evaluate the relationship of the various demand management measures with the various water sources represented by the surface and groundwater in the Willamette valley,the issues mentioned above should be either resolved,or better understood. The "ripeness" of these issues is ready for regional resolution,but the role of the state and federal governments are important and necessary if more effective water management decisions are to be possible. Water providers do not want to be put in the surrogate role of becoming decision makers about growth. In the Portland study we are working with Metro in their 2040 process to offer alternatives to meeting the growth needs represented by the growth form decisions of Metro and the other local governments. Water providers should be able to give land use and growth management efforts some information about the water supply impacts of growth and its form. However, not enough is known about water use in relation to different types of development patterns here in the NW,this should be added to the research agenda. In addition,water providers should be presenting to their publics and decision makers real alternatives in the areas of demand management,to compare with new or expanded sources of supply,the future potential costs of added treatment needed to meet increasing water quality standards,the potential for water reuse,choices about the reliability of a water system to meet all demands under various weather scenarios, regionalization to maximize the use of existing water rights and supplies and the risks implicit with selecting certain alternative ways of meeting future demand. There appears to be a dual challenge to moving through the thorny problems presented by wise water management in the complex Willamette system. From a municipal providers perspective these dual challenges are: I)The state needs to play a leadership role to establish the basin wide coordination necessary to address the issues of instream flow needs and the operation of the federal reservoir projects. Movement has occurred on these issues,but the commitment of all the state agencies in a coordinated fashion is needed as well as the resources to complete a more comprehensive look at instream flow targets and reservoir operations. Some exciting work in basin modeling is available from other parts of the country,including the Seattle/Tacoma area, and federal agency coordination through EPA on basinwide issues seems to be moving forward. With the potential for ESA listings and increased Clean Water Act violations present coordination and resources from the federal level should be sought and supported by the State. 2) A comprehensive look at Willamette basin wide issues should be supported by the water and wastewater providers in as active a fashion as possible. In the meantime,the municipalities and water districts need to think in new ways about demand management,system reliability,and alternative sources of supply. New- planning techniques can be applied in deciding how to meet future water needs. It is important to look at water needs beyond traditional single unit jurisdictional boundaries and-to evaluate the resource in relation to the other demands being placed on that resource,particularly during any time frame before the Willamette Basin issues mentioned above are resolved. 3)Efforts to address overall watershed management should be encouraged at the sub- basin level in the Willamette. All affected stakeholders should be involved in such a way that cross jurisdictional boundaries are not an impediment to problem resolution. The nexus of land use planning and watershed health should be improved over time as a part of these efforts which may offer the greatest possibilities for reaching sustainable communities in the Willamette Basin. r . Minimum Perennial Streamfiows 1 1ri-{T a7W arlr m' 7 1II"Q n4.lr am mos. arcs _ r ,�I` WATER RESpuTR.CES .. Ki - DEPARTMENT ,r TTE 1 ; .u..1...a.• BASIN 1993 TM '..:. .... .2-10.. -.2-]I p � ria • l'"' cb-f;,-- r fid► -.r 1t .- V 1.4 .64.'6..4.: 0 . 0 C4,‘ T. II s o-R a _.2-m O O ,p Q , .,. Kw y y■ uc ILtT: ' a„� .: T./ Ts • 1 TMI CIO TO. TMIreorvAink.r.,^. I'''. Rim lvo w 1t rm. V - p Al• ID k_...-It Tet . •, 4/ 110 w-Ir. , • .... • L76 L"'A-1 Tint 4) i (ID/ "re I'1...,/1 e, ..... . Oio /* is, e y„.,, 41) It. Of ♦ , ROI • ♦ 1� � zw ... _ 2____r__4_, 0...11 1 -ACK N 0 %ww - fii1rr.l.r + t `^` I tai. Ni p y) t.� G e. MIS Q . NO 12-a. ,...41"a Tb r ME1 4 M 011 it....1..e / Ii W. ! L7� > W 112-10 KnV 111m Knit Ira artr arm artl I _ t 1 • r N" t !c Q ';'d y ` t �+ •J�0 Rnp O C <,� -. s , r a -- _.",....01z7 i 1 L L • 11'1:0 R' \i_. n •, 4� ,m ssA r+r F HILL•.• . •'''.. 74,gij p, �r. -Corm 24,2,....,(%��� Y I T N O Y • N O O D R I V E p , mnr AI �� .JJwIN, j� fI ...w. p / I�i�- . -.0 tea - � •n.F4yj,,,,� i1i. µms. • v `� r�; - .•—' • •°J+v YT 1OOD is,,:,:,,,,,,. • � �j t ( o ut.t.Im ..„ Jy -�{`. 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SUINASINS 4 usemovr so ro.r AM 1 Coast Fork / » ro l 2 Middy Fork 1 - r. 4 Long Tom m ` w S SOntiOT 1. ,. 5 Coos: Romp i m -c: 7 Tualatin a J� Q 8 Oabtin ; • 9 ciockomos .+ 'v ft 11 Sandy s • t I 0 0 u c L • s v r r.....„ EXHIBIT 1 Willamette River :Basin Typical Order of Lake Drawdown (After 1985) Salem 6,500* cfs • • Detrodt A-7 Foster - Peter -.- Albany 5,000* cfs Blue River Fall Creek 44 Cougar Ridge Lookout /61‘ Point Hits Cottage IDEmic Grove Dorena Note: 'Have been subject to Interagency management based on water year conditions. 55 Figure 5 _ t J y MAXIMUM CONSERVATION PERMITTED NON-PERMITTED NORMAL 414'411- FLOOD cPOOL(NORMAL DEAD (1) PERMITTED SECONDARY LIVE (4) OPERATING AUTHORIZED CONTROL y PROJECT UPPER LIMIT) STORAGE STORAGE USE STORAGE LIMITS USES STORAGE IRRIG.;SUPPL y 11LLS CR. 350,010 100,200 194,600 (2) 55,210 350,010 IRRIG.;POWER; 194,600 ( 1) BASED ON ELEVATION OF I ' 155,370 NAVIG.FL00D LOWEST MECHANICAL tl 442,990 IRRIG.;SUPPL ACCESS POINT. d . OOKOUT POINT 442,990 '4,960 340,000 (2) 98,030 1 18,760 IRRIG.;POWER; 324,230 , NAVIG.FLOOD 27,330 IRRIG,;SUPPL (2) 39,788 AC/FT PERMITTED DEXTER $27,330 0 0 - 27,330 IRRIG.;POWER; FOR SECONDARY USE IN 22,500 NAVIG.FL000 ENTIRE WILLAMETTE of 117,830 IRRIG.;SUPPL. • .a FALL CR. 117,830 0 107,500 (2) 10,330 . 9,620 FRR o;NAVIGAT, 108,210 SYSTEM. 1 . `� IRRIG,;SUPPL. OTTAGE GROVE 31 ,780 0 30,000 f i 31 780, IRRIG.;NAVIGAT. 28,640 (3) TOTAL STORAGE IN ' (2) 1 ,780 3,140 FLOOD WILLOW CREEK INCLUDING R 72,050 IRRIG.;SUPPL. FLOOD SPACE IS 14,090. 1 ee DO VENA • 72,050 0 70,000 (2) 2,050 FLOOD IGAT. 64,960 MOST FLOOD SPACE KEPT j 7r_O90 FL000 101,070 IRRIG.;SUPPL. EMPTY ALL YEAR. I 1~ FERN RIDGE 101 ,070 0 95,000 (2) 6,070 170 IRRIG.;NAVIGAT. 93,900 1 IRRIG,;SUPPL ' (4) EQUALS MAXIMUM COUGAR 207,760 35,000 144,000 (2) 28,760 207,760 IRRIG.;POWER; 143,860 CONSERVATION STORAGE i 63,900 FLOOD;NAVIGAT. LESS DEAD STORAGE AND H 82,820 IRRIG.;SUPPL. j BLUE RI VER 82,820 0 79,000 (2) 3,820 3,970 EL000 NAVIGAT. 78,850 PERPERMITTED STORAGE. 409830 IRRIG.;SUPPL GREEN PETER 409,830 714 250,000 (2) 159, 116 IRRIG.;POWER; 249,970 159,860 FLOOD;NAVIG. 55,870 IRRIG.;SUPPL I FOSTER 55,870 9,700 30,000 , (2) 16, 170 31,070 F oOo;NAVEG' 24,800 • IRRIG.;SUPPL DETROIT _436,010 2,030 300,000 (2) 133,980 154,380 IR000;NwER; 281 ,630 4 737 IRRIG,;SUPPL BIG CLIFF 4,737 0 0 4,734 2;317 IRRIG.; Ro o'�vER; •4 sifkAce,c4ms Wu,;'fe.OF-t A..•- 44 06/-k,t Li 12._) there .- b A4Ceu.s I tail -a' It a 0;1% • ,�Io 14-44e. Loa-toe- rtik..s ma 4r-- 44. Ow.tc..... E- SHEET2.XLS Chart 1 • , Daily Water Consumption 8.9 MGD 1992, Before Restrictions 9.13 MOD 1994 10 ./A / 9 8 w 1991 c 6 --�` � iii riv,1 F �� °a '_= 1992 i 5 � • I •_ ` -rtf:f19, 1993 c7 4 �16 — 11111 41114 . a= , n ' , r ' — —sF— 1994 Fi 31 �' ,1 � .� 1 — - — AVERAGE 7 �`t�a t $ 5 7 44'' 3 t ^yS 1 is t 1 ,$mss a ., '�wt ..,. �' 0 $3 I re i it � l'' i kv z� May June July August Sept October Months Page 1 SEPTEMBER 1994 WATER MONTHLY REPORT Revenues/Expenditures: Month of September Year to Date Prior Yr.to Date %of Budget Revenues: Water Sales $398,145.52 $1,380,876.63 $1,053,291.40 Meter Sales 21,505.00 92,145.00 156,835.93 Developer Fees 18,504.46 29,704.18 18,772.05 Other Income 5,559.04 22,928.58 43,519.60 Total Revenue $443,714.02 $1,525,654.39 $1,272,418.98 40% Expenditures: Personal Services $56,309.00 $179,775.00 $236,262.82 Material Services 258,057.27 506,361.40 471,637.88 Capital Outlay 13,811.40 68,067.84 70,826.10 Cap. Proj. Res. Fund 00.00 00.00 300,000.00 *Total Expends. $328,177.67 $754,204.24 $1,078,726.80 20% SDC Fund: $26,219.00 $107,947.00 N/A 27% * City accounting system is on a cash basis Meter Installations: 5/8" x 3/4" 1" 1 1/2" 2" Total Durham 4 0 0 0 4 King City 0 0 0 0 0 Unincorporated Area 10 1 0 0 11 City of Tigard 16 2 1 0 19 Total for September 34 Work Accomplished: Durham • Water Division personnel replaced three 3/4-inch pressure regulators that were malfunctioning. Water staff also responded to a few requests to check for water leaks at the customers service due to high consumption. King City • Water Division responded to a few requests to check routine pressure problems and determine if water leaks were on the customer's side of meter,on our side of the meter or whether a water leaks actually exists. Unincorporated Area • Water Division personnel repaired two water services that were damaged. Also, Water staff replaced one 5/8" x 3/4" water meter that was malfunctioning,checked on reported high consumption for leaks, replaced or adjusted six meter boxes,replaced three 3/4-inch pressure regulators and adjusted the water pressure at a few individual homes throughout the service area. • Water Division personnel made fmal adjustments to two 3/4-inch water services and replaced one valve box along SW Bull Mountain Road due to impacts from the Bull Mountain Road Bike and Pedestrian Path improvement project. City of Tigard • Water Division personnel replaced 17 3/4-inch pressure regulators,nine 5/8" x 3/4" water meters, one 1-inch water meter and one 2-inch water meter that were damaged or malfunctioning. Also, Water staff repaired four 3/4-inch water services and two 2-inch water services that were damaged by private contractors. • Water Division personnel installed two 2-inch water services for the new Finlandia Business complex located on SW 72nd Avenue. • Water Division personnel installed four 3/4-inch water services for Kendrick Meadows, a single family residential development located between SW Durham Road and SW Oak Meadow Lane. • Water Division personnel installed nine 3/4-inch water services for Bridge Park,a single family residential development located on SW Hall Blvd. south of the Fanno Creek Village Apartments. • Water Division personnel installed 16 3/4-inch water services for Mountain Highlands, a single family residential development located on SW 132nd Avenue south of the Benchview subdivision. Water Consumption and Loss: Total 100 cubic feet of water purchased or produced 262,209 ccf Plus amount of water from storage during September and consumption not billed in August 107,045 ccf Total 100 cubic feet of water billed <294,817 ccf Net amount of water in storage < 16,250 ccf> Amount of water consumed but not yet billed < 39.000 ccf> Total Water Ioss 19,187 ccf 5.20% Status Report: MSA (Murray Smith and Associates) to released the final draft of the Water Supply Update study in October. Complaint Summary: During September we received 40 complaints regarding taste and odor problems with the Lake Oswego supply that we followed up with by taking water samples at the complaint's home. Total volume of telephone calls regarding taste and odor ranged among 100 to 150 calls during September. The taste and odor problems are due to the low river conditions and warmer river temperature, which contributed to algae growth both behind the North Fork Reservoir and in the river itself. The Lake Oswego Treatment plant has been using activated charcoal in the treatment process in order to help control the taste and odor problem. Operational Changes: Fleet Maintenance completed its move into the Water Building. OCTOBER 1994 WATER MONTHLY REPORT Revenues/Expenditures: Month of October Year to Date Prior Yr.to Date %of Budget Revenues: Water Sales $389,485.69 $1,770,362.32 $1,407,312.00 Meter Sales 27,665.00 119,810.00 210,085.93 Developer Fees 29,854.82 59,559.00 23,990.85 Other Income 17,346.96 40,275.54 52,664.46 Total Revenue $464,352.47 $1,987,102.32 $1,694,053.10 52% Expenditures: Personal Services $55,231.00 $235,006.00 $302,396.22 Material Services 132,285.26 638,646.66 751,544.12 Capital Outlay 12,459.86 80,527.70 101,634.49 Cap. Proj. Res. Fund 00.00 00.00 300,000.00 *Total Expends. $328,177.67 $754,204.24 $1,455,574.70 29% SDC Fund: $36,810.00 $144,757.00 N/A 37% * City accounting system is on a cash basis Meter Installations: 5/8" x 3/4" 1" 1 1/2" 2" Total Durham 3 0 0 0 3 King City 0 0 0 0 0 Unincorporated Area 5 2 0 0 7 City of Tigard 33 2 0 0 15 Total for October 45 Work Accomplished: Durham • Water Division personnel replaced one 3/4-inch pressure regulator that was malfunctioning and two 5/8" x 3/4" water meters that were stuck or the head was fogged. Water staff also responded to a few requests to check for water leaks at the customers service. King City • Water Division personnel responded to nine requests to check for water leaks, or whether a water leak actually exists,and for low consumption. Also, Water Division personnel replaced four 5/8" x 3/4"water meters that were malfunctioning or fogged. r • Unincorporated Area • Water Division personnel responded to five requests to check on reported water meter and pressure problems. Water staff two 5/8" x 3/4"water meters and one 3/4-inch pressure regulator that were malfunctioning. • Water Division personnel installed ten 3/4-inch pressure regulators within the Bull Mountain Meadows subdivision after a failure occurred at the main pressure reducing station. The failure of the pressure reducing station resulted in high pressure surges causing water heater's pop-off valves to open and was attributed to a contractor taking water from fire hydrants to flush new water mains. By having the Water Division install individual pressure regulators behind the water meter,home owners receive additional protection against pressure surges and it reduces our liability in the future. • Water Division personnel started installing 3/4-inch water services in the Bull Mountain Meadows 4 subdivision. Because of the size of this subdivision, 174 lots,the installation of the services will be completed during the first part of November. City of Tigard • Water Division personnel replaced six 3/4-inch pressure regulators, eleven 5/8" x 3/4" water meters that were damaged or malfunctioning. Also, Water staff responded to 14 calls to check on water leaks at the meter,two requests to check water pressure,repaired three 3/4-inch water services that were damaged. __ ._ _..,_ ...__ ...•._ Water Division personnel repaired a 4-inch cast iron water main.break. . . . . located on SW Knoll Drive at SW Hall Blvd. • Water Division personnel replaced a 2-inch water service that was leaking at 8015 SW Hunziker Street across from Coe Manufacturing. • Water Division personnel installed one 3/4-inch water service for on SW Hall Blvd. for Bridge Park,a single family residential development. • Water Division personnel installed nine 3/4-inch water services and one water sampling station at Torland Estates,a single family residential development located on SW North Dakota Street,west of SW 109th Avenue. • Water Division personnel installed 66 3/4-inch water services and one water sampling station at Castle Hill phase 2,a single family residential Unincorporated Area • Water Division personnel responded to five requests to check on reported water meter and pressure problems. Water staff two 5/8" x 3/4" water meters and one 3/4-inch pressure regulator that were malfunctioning. • Water Division personnel installed ten 3/4-inch pressure regulators within the Bull Mountain Meadows subdivision after a failure occurred at the main pressure reducing station. The failure of the pressure reducing station resulted in high pressure surges causing water heater's pop-off valves to open and was attributed to a contractor taking water from fire hydrants to flush new water mains. By having the Water Division install individual pressure regulators behind the water meter,home owners receive additional protection against pressure surges and it reduces our liability in the future. • Water Division personnel started installing 3/4-inch water services in the Bull Mountain Meadows 4 subdivision. Because of the size of this subdivision, 174 lots,the installation of the services will be completed during the first part of November. City of Tigard • Water Division personnel replaced six 3/4-inch pressure regulators, eleven 5/8" x 3/4" water meters that were damaged or malfunctioning. Also, Water staff responded to 14 calls to check on water leaks at the meter,two requests to check water pressure, repaired three 3/4-inch water services that were damaged. • Water Division personnel repaired a 4-inch cast iron water main break located on SW Knoll Drive at SW Hall Blvd. • Water.Division personnel replaced a 2-inch water service that was leaking at 8015 SW Hunziker Street across from Coe Manufacturing. • Water Division personnel installed one 3/4-inch water service for on SW Hall Blvd. for Bridge Park, a single family residential development. • Water Division personnel installed nine 3/4-inch water services and one water sampling station at Torland Estates, a single family residential development located on SW North Dakota Street, west of SW 109th Avenue. • Water Division personnel installed 66 3/4-inch water services and one water sampling station at Castle Hill phase 2,a single family residential development located along the SW Walnut Street extension between SW 135th Avenue and SW Scholls Ferry Road. • Water Division personnel installed two 2-inch water services and a water sampling station on SW 72nd Avenue between SW Sandburg Street and SW Tech Center Drive for two new commercial buildings being built for Trend Construction. Water Consumption and Loss: Total 100 cubic feet of water purchased or produced 198,684 ccf Plus amount of water from storage during October and consumption not billed in September 108,235 ccf Total 100 cubic feet of water billed <273,311 ccf Water loss from flushing new lines in subdivisions < 4,578 ccf> Net amount of water in storage < 4,250 ccf Amount of water consumed but not yet billed < 11,368 ccl> Total Water loss 13,412 ccf 4.37% Status Report: MSA (Murray Smith and Associates) released the final draft of the Water Supply Update study in October and it was approved by Tigard City Council. Complaint Summary: Operational Changes: Water Division personnel helped other Maintenance Services Division's with cleanup efforts during the heavy rains that occurred during October. Water.-staff-helped.with... the removal of mud on SW Ventura Street, and helped in efforts to clean leaves and other debris from catch basins to allow drainage. With a number of Water Division personnel absent, either hunting or sick, personnel from the Sewer and Storm Water crews have been helping the Water Division install services within the Bull Mountain Meadows 4 subdivision. October 20, 1994 Bev Froude, Chairperson CITY OF TIGARD Tigard Water District Board OREGON 8777 SW Burnham St . Tigard, Oregon 97223 Dear Ms . Froude: Attached you will find a proposed update to the City of Tigard investment policy. The original policy was adopted by the council in 1989 . We are proposing to amend the policy to add flexibility in the investment of City funds while minimizing investment risk. One of the proposed amendments to the policy is to broaden its scope to include water funds invested by the City on behalf of Durham, King City and Tigard Water District . The policy as proposed continues to be more restrictive than State Statutes require . We will be presenting these proposed amendments to the City council in the near future. If you have any comments on them, please forward them to me as soon as you can. Sincerely 427, Way eLowry Finance Director 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 "EXHIBIT A" CITY OF TIGARD INVESTMENT POLICY The following Investment Policies are intended to meet the requirements of ORS 294 .035 and to provide the framework within which City of Tigard funds may be invested. Authority The Finance Director shall serve as the Investment Officer of the City. The investment officer is responsible to ensure that funds are invested so as to make necessary cash available to meet current obligations and to invest excess cash in accordance with ORS 294 .035 through ORS 294 . 047 and these Investment Policies . In the absence of the Finance Director, the Accounting Manager may act as Investment Officer with prior approval of the City Administrator. Scope These investment policies apply to all excess cash related to all activities and funds under the direction of the Tigard City Council including water funds on behalf of Durham, King City, and Tigard Water District . Cash accumulations related to bond proceeds or short-term borrowing are included unless more restrictive state or federal regulations are applicable. Excess cash shall be defined as all liquid assets not necessary to meet current obligations . Deferred Compensation Deferred compensation funds are placed with a third party for investment and are therefore excluded from the restrictions set forth in these guidelines . Objectives The objectives of these policies are to provide for the preservation of City assets, the availability of such assets to meet obligations as they come due, and to provide for a reasonable rate of return on those assets, in that order. Prudent Investor Investments shall be made under the prudent investors rule, .which states, "Investments shall be made with judgment and care, under circumstances then prevailing, which persons of prudence, discretion, and intelligence exercise in the management of their own affairs, not for speculation but for investment, considering the probable safety of their capital as well as the probable income to be derived. " Internal Controls The investment officer shall maintain a system of written internal controls, which will be reviewed annually by the independent auditor. Cash Flow Analysis The investment officer shall maintain a historical cash flow record and a cash flow projection which extends twelve months into the future . The projection shall be reviewed and updated on a regular basis . No fixed maturity securities shall be purchased unless the cash flow projection indicates that the funds invested will not be required until the maturity date of the investment . Bond Proceeds Surplus funds resulting from debt issuance shall be considered as a separate portfolio and shall not be restricted by the maturity and instrument diversification section of these policies . Such funds may be invested for periods exceeding 18 months and up to 36 months . Such maturities shall coincide with the projected cash flow needs resulting from the projected construction schedule . Such funds are restricted to the following instruments : Treasury/Agency Securities 90 percent maximum Local Government Investment Pool 100 percent maximum Diversification The investment officer will diversify the general portfolio to avoid unreasonable risks within the following parameters: • Maturity Diversification Investment maturities shall be scheduled to coincide with projected cash flow needs. The majority 300 of the portfolio will mature in less than 90 days . No investments will be made for a period to exceed 18 months . • Instrument Diversification Certificates of Deposit 25% maximum Commercial Paper 25% maximum Bankers Acceptance 50o maximum Treasury/Agency Securities 75% 50% maximum Local Government Investment Pool 1000 maximum Demand Deposits 10o maximum Other Authorized Instruments 25% maximum • Institution Diversification Bank liabilities with any one qualified financial institution shall not exceed 20 percent of the portfolio. Bank liabilities of any one qualified financial institution shall not exceed one percent of the institution' s total assets . Investment in commercial paper shall not exceed 10 percent of the portfolio in any one Oregon corporate entity meeting the rating requirements of P-2/A-2 or better, or five percent of the portfolio in any one corporate entity outside the State of Oregon Savings and loan institutions shall be distinguished from commercial banks in that Certificates of Deposit with savings and loan institutions shall not exceed $100, 000 unless the excess is 100 percent collateralized by certificate in the State Collateral Pool . For purposes of these guidelines, the state local government investment pool shall be considered to have a one day liquidity. Selection of Investment Instruments Investments shall be made by the investment officer through the exercise of his/her judgment after requesting quotes from financial institutions . Selections will be made so as to provide the highest rate of return within the parameters of these policies . Qualified Institutions The investment officer shall maintain a list of all authorized institutions which are approved for investment purposes . The investment officer will request, analyze, and keep on file, periodic financial statements and related information to satisfy himself as to the creditworthiness of each institution on the approved list . Reporting The investment officer shall prepare an investment activity report at the end of each month for review by the City Administrator. Amendments These investment policies may be amended at the request of the investment officer, the City Administrator, or members of City Council . Such amendments shall be approved by the City Council in the same manner as the investment policies . Authorized Investment Instruments The following investment instruments listed in ORS 294 . 035 as "approved securities . . . " shall be authorized investments for the City of Tigard. • Legally issued general obligations of the United States, its agencies and instrumentalities, and those of the states of Oregon, Washington, Idaho or California. • Time deposit open accounts, certificates of deposit, and savings accounts in banks, mutual savings banks, and savings and loan associations which maintain a head office or branch in the state of Oregon. • Trusts in which deferred compensation funds from other public employers are pooled. • Banker' s acceptances that are guaranteed by a qualified financial institution. A qualified financial institution being one which is located in the state of Oregon licensed to do a banking business and not required under ORS 295 . 018 to maintain a reserve deposit of collateral for 110 percent of its public fund deposits . • Commercial paper issued by or on behalf of a qualified financial institution, a holding company owning a majority of such an institution, or a corporate entity having its headquarters in Oregon or employs 50 percent of its workforce in Oregon, or has 50 percent of its tangible assets in Oregon. • Commercial paper issued by a publicly held corporation organized under the laws of a state other than Oregon and that is rated P-1 or A-i . • Repurchase agreements involving legally issued general obligations of the United States and its agencies and instrumentalities . The seller must agree to repurchase the securities within 90 days following the date of the investment . If the maturity of the underlying security exceeds 18 months, the price paid shall not exceed 98 percent of the current market value Investment in repurchase agreements must be accompanied by a signed agreement with the seller and a confirmation including a full description of securities held in safekeeping. Safekeeping Certificates of Deposit will be placed in a secured area within the vault on the premises at the City of Tigard. All bearer instruments, treasury and agency securities, and bankers acceptances shall be placed in safekeeping with a qualified third party. h: \word\invest .pol TIGARD WATER DISTRICT Resolution No. 94-02 A RESOLUTION OF THE TIGARD WATER DISTRICT APPROVING THE BUDGET, MAKING APPROPRIATIONS, DECLARING THE AD VALOREM TAX LEVY AND CLASSIFYING THE LEVY AS PROVIDED BY ORS 310.060(2) FOR FISCAL YEAR 1994/95. WHEREAS, the budget for the Tigard Water District for the year beginning July 1, 1994 was duly approved and recommended to the District Board by the regularly constituted Budget Committee at its meeting on May 2, 1994, after proceedings in accordance with Chapter 294, Oregon Revised Statutes; and WHEREAS a summary of the budget document, as required by Chapter 294.416 was duly published in the Tigard Times in accordance with Chapter 294.421; and WHEREAS a hearing by the Tigard Water District Board on the budget document, as approved by the Budget Committee, was duly called and held on June 13, 1994, whereat all interested persons were afforded an opportunity to appear and be heard with respect to the budget. NOW, THEREFORE, BE IT RESOLVED by the Tigard Water District Board of Commissioners that: Section 1: The Board adopts the budget for 1994/95 in the total sum of $61,788. Section 2: The amount for the fiscal year beginning July 1, 1994 and for the purposes shown below are hereby appropriated as follows: GENERAL FUND Materials And Services $30,893 Contingency 3 ,000 Total $33 ,893 Debt Service $27,895 Total Budget $61,788 Section 3: The Tigard Water District Board hereby levies the taxes provided for in the budget in the amount of $29,675 and that these taxes are hereby levied upon all taxable property within the District as of July 1, 1994. The following allocation and categorization subject to the limits of Section llb, Article XI of the Oregon Constitution constitute the above aggregate levy: Subject to General Excluded from Government Limitation the Limitation Debt Service 0 $ 29,675 THIS BUDGET IS HEREBY ADOPTED and appropriated by the Board of Commissioners, Tigard Water District, on June 13, 1994. TIGARD WATER DISTRICT (6))4 0 Jo T. Ha C erg r Tigard Water Distr ct Board Chair i � Uwe_ MI-- Date ATTEST: (k/(9<t/C/z/j 60 - Lou Ane Morten en Tigard Water istrict Budget Officer 139/(i/I -L- /e"7' Date TIGARD WATER DISTRICT RESOLUTION No. 94-02 - Page 2 VISITORS PLEASE REGISTER Date: NOVEMBER* 1994 Meeting: TWD BOARD MEETING Name (please print) Do you wish to speak? (yes or no) 4T44,k (3, LA - 1600 14),a 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15.