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HomeMy WebLinkAbout1984-06-01-LYMAN CREEK GRANT APPLICATION Water Development and Renewable Resources Programs Department of Natural Resources and Conservation 6 R A N T A P P L I C A T 1 0 N LYMAN CREEK WATER SYSTEM IMPROVEMENTS City of Bozeman June 1984 1 } Water Development and Renewable Re.sou.rce Programs Department of Natural Resources and Conservation APPLICATION INDEX Lyman Creek Water System Improvements Topicp,�r�No Application Summary 3 Technical Feasibility 5 Financial Feasibility 7 Application Budget 8 Statement of Financial Conditions 11 Ranking Criteria Narratives Public Benefit 12 Utilize Water, Conservation and Efficient Use of Resource 13 Need and Urgency 14 Environmental Impact. 15 Enhancement of Public Resources 16 Statewide Application Potential. 17 Previous Funding 18 Projects on a Family Farm 19 Use of Reserved Water 20 Multi-Purpose Use Projects 21 Non-Use of Prime Agricultural Land 22 Water Storage Projects 23 Environmental Assessment 24 Supplementary Attachment A Supplementary Attachment B Supplementary Attachment C Supplementary Attachment D -2- Rencwable R"'ource Programs I)tpartment of Natural knources and Conservation ALL APPLICANTS APPLICATION SUMMARY 1. APPLICANT INFORMATION A. Applicant Name City of-Eso zeman B. Mailing Address P.O. Box 6 n B C:. C`ity, State Zip Bozeman, Montana 59715 D. Telephone I!ttsinr5s:. (4 O 6) 58 6-3 3 2 J. ho ne C. Contact Person Neil 'Mann, Engineering n.fficer 1. Address if different from Project Sponsor 2. Telephone business: 5 8 6—3 3 21 home: F. Type of Applicant ❑ Individual ❑ State gov, it Rural unit improvement district ;.� Corporation General 11 Irrigation for profit purpose district local government Nonprofit U County water E C oniervation corporation or sewer disc. district Partnership El Association n Other (Specify) IL PROJECT INFORMATION A. Project Title Lyman Creek water system improvements B. Type of Project GPI Water Development Construction 11 Water Development Non-Construction n Non-Water Renewable Resource C. Brief Project Description _ . Engineerincf design and construction of water, system improvements to__the .Lyman. Cre(Lc municipal, water suT) i D. Has construction begun on the proposed project? NoA Yes Describe ment.of construction and money spent. -3- f f F. When city you plan to begun your project or activity" L 148s [] 1986 1987 If you anticipate a more specific .start date please date G, Project Budget DNRC Funding Requi:St: Gram $ML,1179_03 Loan 5 'Total $726079,03 Other Applicant Funds S 81 t487.45 Funding Sources S Total Project Cost: $ 807,566.48 W Autltorizing Statement I (W ) hereby declare that the information and all attachments to this applica-flon are true, complete and accurate to the befit of my (crux) knowledge and that the project (IF activity i5 in compliance with all applicable state, local, and federal laws and regulation. I I«fe) further declare that I (we) are Wgally capable of and authorized to enter into a binding,contractual agtcemem with the Depar(ntent of Natural Resources and Conserva- tion for R) ose of obtaini loan and grant funds if this application receives ap- pro a1. 19 �nattirk�art u c tc o Authorind Rc resentative of l'u is Entity Applicant PR1VX1`E:APPLICANTS: INDIVIXIOUA1 Signature of applicant __..... ..........._ Date Signature of co-applicant Date _ PARTNERSHIP Name, a Montana partnership By: , a partner a partner a partner Date: CORPORATION Nance: a Montana corporation By: Pre,,idertt ._ . Secretary Dale; ..-..._.....- -4— TECHNICAL FEASIBILITY NARRATIVE Applicant. City of Bozeman Project Title: Lyman Creek Water S stem Im rovements The Lyman Creek streamflow was the first source to be developed as a municipal water supply for the City of Bozeman. The basis for the instream diversion is listed on Table 2 of Supplementary Attachment A. The Lyman Creek system represents the gravity flow supply to all customers located north of Interstate 90. During certain times of the year, water is pumped via the booster sta- tion to provide additional supply to the gravity flow southside service area. As indicated on the map included as Supplementary Attachment B, the Lyman Creek system consists of: an instream diversion and intake facility; transmission piping; an open cavity 5. 6 million gallon reservoir; and a City supply line. The flow within Lyman Creek eminates primarily from natural springs. The spring loca- tion is also indicated on Supplementary Attachment B. The flow from the springs is supplemented by short term snow melt within the small drainage basin on the west slope of the Bridger Mountains. Continual use and observation of the Lyman Creek water supply has indicated no need to consider the construction of a water filtration system for treatment. Being primarily a spring-fed source, turbidity within the streamflow is below acceptable drinking water standards. in the past, the addition of fluoride and chlorine has represented the only treatment of Lyman Creek water. The water improvements recommended for this system is for protec- tion against the introduction of waterborne parasites, such as giardia lamblia. The reservoir and diversion facility, as well as the natural springs are located on City property, which is closed to public use. However, this does not preclude the oppor- tunity for introduction of waterborne parasites into the drainage by animals and birds. Three basic improvements are identified that will significantly reduce the opportunity for contamination of the water source. The improvements are identified in the second paragraph of the September 20, 1983 letter from the State Water Quality Bureau, which is included as Supplementary Attachment C. The improvements are the construction of a cover over the existing open cavity reservoir; extension of the reservoir supply main with diversion facility upstream; and the construction of an enclosed spring box. These improvements will totally enclose the northside municipal water supply and preserve the fine quality of water. -J- These improvements will preclude the need to design, construct and operate a water filtration system for the northside supply. As mentioned previously, the stream is basically spring-fed and does not exhibit the need for turbidity removal. It is not feasible from a cost and logistical standpoint to consider piping the northside supply water to the southside treatment facility. Also, limitations of the current waterworks facili- ties and proximity to town preclude the ability to reliably treat against waterborne parasites by increasing chlorine con- tact time or distribution system chlorine residual. In implementing these improvements, it will be necessary to replace the twin 12 inch clay the reservoir supply mains. Moving the diversion and intake facility will increase the water pressure within these pipes to the point that material and/or joint failure is likely. In summary, the improvements recommended for design and construc- tion will greatly enhance the quality of water within the munici- pal supply system. As mentioned previously, these improvements of water quality protection is considered the most cost effective when considering other alternatives such as full scale filtration. The project budget is prepared in three phases of construction and engineering. Should the funding application for the entire project be reduced by the State, the City requests consideration of funding the project in successive phase or phases. The project is divided into three phases with the highest priority being the cover over the existing reservoir. The City will accept grant money from this legislative session for phase construction with the idea that water development grant applications will be sub- mitted during succeeding legislative sessions for consideration. Please note that the City intends to participate in the financing of improvements by providing 10 percent of the funding. The extension of the diversion and intake facility will require a Hydraulics of Waterways permit from the Department of Fish., Wildlife and Parks. Also, the change in point of diversion will require the Department of Natural Resources and Conservation approval. FINANCIAL FEASIBILITY NARRATIVE Applicant: CitV of Bozeman Project Title: LyTan Creek Water-System Im rovements A preliminary engineering and construction estimate is prepared and presented for each of the three phases of improvements con- struction, The preliminary construction estimates were compiled with the documentation of similar project costs constructed within the City of Bozeman. in the case of the highest priority of improvements, the reservoir cover, a standard cost per square foot in place of the anticipated trussed cover was used and based on the surface area of the existing reservoir. Similar sized water mains have recently been installed within the City to provide an adequate basis for an in-place, lineal foot cost estimate. There are no significant special conditions anticipated for the construction of the three phases of improve- ments which would alter the estimates provided. The engineering fees are estimated based on various engineering contracts on file with the City. The basis used for estimating purposes is a percentage of the anticipated construction costs. All factors, including the magnitude of each phase of construc- tion have been examined before preparation of the estimates. The engineering fee estimate is intended to include data collec- tion, surveying, preliminary and final design, construction in- spection, quality control and construction contract administra- tion. The project budget is prepared as a grant request by the City. The City will provide administration of the grant as in-kind services as indicated on the following budget sheets. Also, the City will participate with contributing 10 percent of the direct expenses of the engineering and construction costs. The grant request from the State is prepared for 90 percent of the direct expenses of each phase of improvements. Also, as mentioned previously, should grant money not be availa- ble to fund the entire package of Lyman Creek improvements, the City would be agreeable to receive monies for the first phase or phases of the request. Subsequent water development grant requests will be submitted by the City to eventually complete the three phases of improvements. In the meantime, alternative project funding sources will also be examined. No other agencies or funding sources have been contacted by the City for this project. _ 7- APPLICATION BUDGET Construction Projects A. Phase I - Cover Reservoir I . Contract Administration $ 2,200. 00 II. Professional/Technical Costs 23,328. 00 III. Construction Costs 194, 400. 00 IV. Project Cost 219, 928 . 00 V. Inflation (6%) 13 ,195. 68 VT. Contingency (10%) 21, 992. 80 VII. Total Project Cost $255,116, 48 VITI . Total Revenue for Activity Grant Request $227, 308. 03 Subtotal. ONRC Revenue $227, 308. 03 City Contribution $27, 808.45 Subtotal Other Resources 27, 808. 45 TOTAL PROJECT REVENUE: $255,116. 48 If your grant request has to be reduced, do you want to be considered for any residual amount as a loan? Yes If so, how much? The balance of the request _g� B. Phase II - Extend Supply Main Upstream I. Contract Administration $ 4, 200. 00 II. professional/Technical Costs 38, 250. 00 III. Construction Costs 382, 500. 00 IV. Project Cost 424, 950. 00 V. Inflation (6%) 25,497 . 00 VI. Contingency (10%) 42, 495. 00 VII. Total Project Cost $492, 942. 00 VIII. Total Revenue for Activity Grant Request $439, 263. 00 Subtotal DNRC Revenue $439, 263 . 00 City Contribution $53, 679. 00 Subtotal Other Resources 53 , 679. 00 TOTAL PROJECT REVENUE: $492, 942 . 00 If your grant request has to be reduced, do you want to be considered for any residual amount as a loan? Yes If so, how much? The balance of the re nest -9- C. Phase III - Construct Spring Box I. Contract Administration $ 1, 000. 00 Tl . Professions)/Technical costs 7, 000. 00 111 . Construction Costs 500000. 00 IV. Project Cost 58, 000. 00 V. inflation (6%) 3, 480. 00 VI. Contingency (10%) 5, 800. 00 VIT. Total Project Cost $ 67, 280. 00 Vill . Total. Revenue for Activity Grant Request ,$59, 508. 00 Subtotal DNRC Revenue $ 59, 508 . 00 City Contribution $ 7, 772. 00 Subtotal Other Resources $ 7 , 772 . 00 TOTAL PROJECT REVENUE $ 67 , 280. 00 If your grant request has to be reduced do you want to be considered for any residual amount as a loan? Yes If so, how much? The balance of the areauest -lp� %Y21er 11eve40pment 2910 ReHCW2ble Resource Programs Department of Natural Resoarr"s arid Conservation PUBLIC ENTITY APPLICANTS STATEMENT OF FINANCIAL CONDITION Applicant: -City of Bozeman Montana Project Title: Lyman Creek Water System lm rov m 1. The taxable vahac of property within the jurisdiction of the applicant entity as shown, on the last assessment roll was$ 19 619 t 822 .The millage rate cxcluding special assessments not applica- ble to all taxpayers which has been approved for levy during the current fiscal year is.__._109_-_.0 p ._._. i mills. The millage for 1~Y 1984 was 104 . 89 mills and the millage for FrY 1979 was 95 . 43 mills . 2. The following fund or accounts are pledged or maintained partially or exclusively for the payment of bonds of the types(general obligation, special improvement, or reventle)and in the amounts(of unpaid principal as of June 30 , ig 83) indicated; Name of fund Name or description Unpaid principal or account of bonds Amount General Obligation Bonds Munic. Bldg. $ 24 , 000 General obligation Bonds Rec. Facilities $505, 000 General Obligation Bonds Sr. Citizens Center $200, 000 General Obligation Bonds Library Facilities $1, 275 ,000 Special Improvement Bonds Various Districts $9, 933 , 300 Revenue Bonds Water $5 ,000, 000 Revenue Bonds Sewer $170 ,000 3. The bonds listed in paragraph 2 above are more particularly described as follows: Date of Name, Type and Interest Payment and Issue Purpose Rate Maturity Dates 7/1/64 Munic.Bldg. G.O. Bonds 3 . 25% Pay 1/1 , 7/1, Mature 1984 1/l/74 Rec. Facility G.O.Bonds . 05-5.0% ,Pay 1/1 , 7/1,Mature 1994 10/1/77 Sr. Ctr. G.O. Bonds 3. 9-4 . 4% ,Pay 4/1,10/l ,Matura 1907 7/1/80 Library G.O. Bonds 7% Pay 1/1, 7/1, Mature 2000 1965-1984 S.I .D. Bonds 4 . 5-14% ,Pa,y 1/1,7/.,Mature thru year 2001 j 11/22/82 Water Rev. Bonds 9-11% Pay 6/1,12/1,Matures 2001 l/]� Y14 Seer Rev. tor)ds 4 5 cT �y 7/ Mature 1984 4. The ent� y as no genera or special wide to ness of any kind,other tan as esc tb a dve, d n cash or similar assets other than as described above, except as follows: (Respond on back) Due to length of disclosure needed, audited financial statements as of 6/30/83 are attached. _11- Supplementary Attachment B PUBLIC BENEFIT R,A►NKING CRITERIA NARRATIVE Applicant: City of Bozeman Project Title: Lyman Creek Water System Improvements As mentioned in previous narratives, the primary coal of the recommended improvements is to prevent the contamination of the public water supply by the introduction of waterborne parasites by animals and birds. failure to do so may have a disasterous affect as experienced in Missoula and Red Lodge with Large popu- lation outbreaks of intestinal diseases. The improvements also have the residual effect of improving water duality in other respects by intercepting it closer to its source. This effect can be measured by less application of chlorine at the reservoir to attain adequate chlorine resi- dual counts in the distribution system. This alternative also avoids a much higher construction expense and perpetual energy costs for full scale filtration, since turbidity is not a quality concern of this supply, f i I _12- `i. I: UTILIZE WATER, CONSERVATION .AND EFFICIENT USE OF RESOURCE RANKING CRITERIA NARRATIVE Applicant: City of Bozeman Project Title: Lyman Creek Water System Improvements These improvements will allow the continued use of Lyman Creek water as a municipal supply source. should continued water quality testing indicate contamination by waterborne parasites, the City would have to discontinue the use of this supply source which will extend the water deficit currently realized (see pages 7- 8, Supplementary Attachment A) . A cost/benefit analysis of the proposal is not provided due to the difficulty in assessing a benefit to the value of providing quality water supply to City water users. -13- NERD AND URGENCY RANKING CRITERIA NARRATIVE; Applicant: City of Bozeman Project Title: Lyman Creek Water System Im rovements The potential elimination of this source of supply has been mentioned previously, should waterborne parasites be detected within the watershed. The danger of contamination is perpetual and daily until these improvements are installed. Provision of water from the southside supply to northaide customers will invite unknown problems due to a pressure head differential be- tween supply sources. Increased supply pressure may cause back- flows within the northside system and may rupture antiquated mains resulting in no water service to the northside of the City, Also, until the potential for contamination is solved, annexa- tions and developments within the service area will use carefully evaluated by the City and possibly delayed . Installation of these improvements should reduce the potential for contamination of the water supply for the City as the southside supply is fil- tered by a new Water Treatment Plant. These improvements will greatly enhance reliance can the city to deliver high quality water derived completely from instreaam diversion. Also, for additional documentation of need and urgency of the grant request , please refer to the September 20, 1933 letter from the State Department of Health, included as Supplementary Attachment C. -14- ENVIRONMENTAL IMPACT RANKING CRITEWTA NARRATIVE Applicant: City_-of Bozeman Project Project Title: _ Lyman creek Water S stem Improvements The most significant impact of this project is the improvement to water quality for the municipal water supply. By extending the diversion upstream over one mile, this may allow the City to open approximately 250 acres of watershed Zane to public use. Finite .impacts related to construction will be identified during the preliminary stages of the engineering design. .l5_ ENHANCEMENT OF PUBLIC RESOURCES RANKING CRITERIA NARRATIVE Applicant: City of Bozeman Project Title: Lyman Creek dater System Im ovements The enhancement most recognizable is to the City of Bozeman water system. Very little effect to downstream municipal water: users will benefit from the project. -16- STATEWIDE APPLICATION POTENTIAL RANKING CRITERIA NARRATIVE Applicant; City of Bozeman Project Title: Lyman Creek Water System Improvements The system improvements will provide an opportunity for assessing the ability to protects a water supply from waterborne parasites without having to construct: full scale water filtration equipment. These system improvements are relatively maintenance free items . -17- PREVIOUS FUNDING RANKING CRITERIA NARRATIVE Applicant: City of Bozeman Project Title: Lyman Creek Water System Improvements No previous request for funding of this project has been sub- mitted to the State by the City of Bozeman. PROJECTS ON A FAMILY FARM RANKING CRITERIA NARRATIVE Applicant: City of Bozeman Project Title: Lyman Creep 'Water System Improvements Not applicable. �lg� USE OF RESERVED WATER RANKING CRITERIA NARRATIVE Applicant: _ _. City of Bozeman Project Title: L an Creek Water System Tm rovements Not applicable. -20- MULTI-PURPOSE USE PROJECTS RANKING CRITERIA NARRATIVE Applicant: City of Bozeman Project Title. LyMan Creek water System Improvements Not applicable. NON-USE OF PRIME AGRICULTURAL LAND RANKING CRITERIA NARRATIVE Applicant: City of Bozeman project Title: Lyman Creek Water 9 stem _Imp vements No prime agricultural land will be taken out of production with this project. In fact, additional, land may be put into agri- cultural production within the watershed by moving the diversion facility upstream, which may allow the cultivation and applica- tion of fertilizers to land between the old and new points o diversion. -•22•- WATER STORAGE PROJECTS RANKING CRITERIA NARRATIVE Applicant: City o� Bozeman Project Title: Lyman Creek �ovements __._ Not applicable. -23- Y ' rYwt• Iry rtia�. .,.,., ..... Renewable Remmrce Programs Department of Natural Resources and Conservation ALL APPLICANTS ENVIRONMENTAL ASSESSMENT i. Does the project deal solely with the rehabilitation of existing facilities? Yes x No ._.. 2. Will the proposed project or activity take place on or near a state or federal: a. wild and scenic river Yes No X b. wilderness area 'Yes No x C. primitive area Yes .. ......_ _.._ No x d. wildlife management area Yes _ . No x e, recreational site Yes No _ ..x 3. Is the planned diversion of water fro,n a blue ribbon stream or water source with a similarly important fishery resource? Yes No X....... 4. Will the proposed project or activity take place on or Clear: a. big game winter or seasonal range Yes ._.....__-.__..__._ No x b, upland game bird habitat Yes No ..--- .--.--.-- c. bald eagle nesting sites Yes No x d. waterfowl and furbearer habitats Yes ___.......___ No x el important riparian areas Yes No X 5. Is saline seep(soil salinity)a present or potential problem in the vicinity of the proposed project or activity? Yes No X b_ Are there any known sites of historic or prehistoric importance near the proposed project or activity? 'Yes No _._..__.__...____.. 7. Are there any present land uses that would be limited or precluded if the proposed project or activity is undertaken? Yes No _____X__.___ ----.,—.—....._....-----_...—_--..._......r--�..............--.....— ..—--.......... B, Is there any other information about the project or its site that should be taken into consider- ation? f All construction activity is to be on City-owned land. In consideration of the above responses, particularly those in the affirmative, note below any environ- mental or social impacts which may be caused by the proposed project or activity. The existing diversion facility will be graded back to the existing stream section as much as possible. -24- Supplementary Attachment A CITY OF BOZEMAN MUNICIPAL WATER INVENTORY INTRODUCTION This report describes the current status of the City of Bozeman's municipal water supply. It was prepared by the staff of the Bozeman public Works Department at the request of the City Commission. The report describes the City's sources of water, the existing water delivery system, historical water demands and the on-going water system improvement program. The report explains why the City needs more water than It has the rights to and discusses several potential sources of additional water. SUMMARY The City of Bozeman obtains its municipal water supply as surface water from three local watersheds. If the City were able to effectively cap- ture all of the water it has a right to use, City water users could consume 13,368 acre-feet (ac ft) of water per year. Because of limitations in exist- ing storage and delivery facilities, however, the City can only reliably de- pend on supplying 6,607 ac ft per year to its customers. This is less than one-half of its water the City has a right to use. In the 'Vest, a water right can be lost if it is not put to beneficial use, Other water users have already filed waster right claims on water that the City diverts into its system that overflows to local streams due to water delivery system limitations. Should such claimants be successful, City water rights could be lost. At the present time, City of Bozeman municipal water demands exceed by over 20 percent the amount of water it can reliably expect to be able to divert from its water supply sources. This deficit occurs during dry years and is reduced during wet years. Because the City must be able to supply its customers even during dry years, action is needed to eliminate this deficit. Because an in-depth study is needed, we recommend that the City retain an engineering consultant to evaluate solutions to these problems. The consultant's Initial efforts should focus on determining how the City can better utilize its existing water rights. Because of the inter- relationshsips between the City's water distribution network and its water delivery system, the total system should be studied so as not to prematurely foreclose cost-effective solutions. Solutions to the City's water supply problems will be expensive. Care- { ful consideration of available financing options should therefore be an inte- gral part of the study, as should careful consideration of environmental effects. The problems that the City faces are serious. We are confident, though, that with careful planning and the commitment of a dedicated City Commission, the City will once again be abte to reliably supply the water I demands of its residents. ! CITY OF BOZEMAN MUNICIPAL WATER INVENTORY EXISTING SUPPLY The City acquires its municipal water supply from three separate drain- ages. The drainages are Lyman Creek, Bozeman Creek and Middle Creek. Surface water rights are the source of supply from Bozeman and Lyman Creek. The City acquires stored water from Mystic Lake and Middle Creek Reservoir. A complete listing of the water rights claimed by the City and shares of stock and water purchase contracts for stored water owned by the City is included in Tables 1-4 of this report. Lyman Creek Surface water diversion from Lyman Creek was developed as the first water supply for the City of Bozeman. The basis of use is decreed water rights amounting to the first 238 3/20 miner inches of water in the creek. The period of appropriation of this right Is the entire year and is based on historical use. Water Is diverted from the creek and conveyed in an 18" cast iron intake installed in 1941 to the 5.3 million gallon reservoir site. Water is conveyed to town in an 18" cast iron main installed in 1925 to the boaster station site. The booster station was installed with the 1957-58 water im- provement projects. The booster station was necessary since Sourdough Reservoir was built 8o feet higher in elevation than the Lyman Creek Reser- voir. The reservoir was built higher to provide adequate water pressure to the expanding southside portion of town. In essence, this has created a separate pressure district and service area north of the Interstate. The total ideal yield of the Lyman Creek decreed water right is 4309 acre feet annually, or 3.9 million gallons per day (MGD) . However, the reliable yield of the drainage is considerably less. Seasonal stream flow characteristics limit the amount of water available for diversion during most of the year. In fact, the period of the year before and after high runoff, stream flow has been less than that needed to operate one of the two large capacity booster station pumps. Therefore, for most of the year, the Lyman Creek drainage supplies only minimal demand north of the Interstate in Its gravity flow service area. Water is not pumped from the reservoir in order to provide an emergency water supply and fire protection to the City. The reservoir could be pumped empty in two days at the maximum pumping rate while the rate of inflow during low stream flow would take 4J days to refill. The reliable yield of the drainage is estimated to be 1453 acre feet of water. The reliable yield has been estimated from discussion with Water Division employees. There is no stream flow data which would allow a statis- tical hydrologic analysis of the watershed. However, taking into account the operation constraint predicated by the booster station pump capacities, the reliable yield available for municipal consumption is reduced to 393 acre feet. Approximately 1060 acre feet of water reliably available for diversion from the drainage is lost to the water distribution system. Also, the maxi- mum pumping capacity of the booster station is to 170 miner inches of water. The entire value of the Lyman Creek water right cannot currently be accessed through the booster station. Bozeman Creek (Instream Rights) Once the Lyman Creek water supply became inadequate for the City of Bozeman, Bozeman Creek was developed as an additional municipal source (1917) . The Instream water rights claimed by the City total 313 miner inches with varying priority dates. The period of appropriation for this water source has also been historically used as continuous. Water is diverted from the creek and conveyed in an 18" clay the line installed in 1917 to the presedimentation basin at the mouth of Bozeman Creek canyon. The clay line is being replaced periodically by a 30" concrete lined pipe. Middle Creek Reservoir water is also conveyed to the presedimen- tation basin. Together, these waters are transmitted to the 4.0 million gallon capacity Sourdough Reservoir in a 1917 clay tile 18" pipe and a 1957 reinforced concrete 18" pipe. Water is delivered to the City distribution system from the southside reservoir by a 1917 steel 18" pipe and a 1957 steel-cement coated 24" pipe. Improvements to the supply system and pre- sedimentation basin are discussed later in this report. The total ideal yield of the Instream Bozeman Creek water rights is 5664 acre feet annually or 5.1 MGD. However, similar to the case of the Lyman Creek supply, seasonal stream flow characteristics limit the amount of water reliably available for diversion. The reliable yield of the water rights from Bozeman Creek is estimated to be 4009 acre feet. This estimate is based on a review of limited existing stream gaging records and dis- cussions with Bozeman Water Division employees. Insufficient information exists to perform a statistical hydrologic analysis of both Lyman Creek and Bozeman Creek drainages. Adequate stream flow records exist for the Middle Creek drainage in order to perform a statistical hydrologic analysis of Instream flows. The idea of transferring this information to the Bozeman Creek drainage has been discounted because they are not considered similar drainages. The soil and permeability characteristics of the drainages are dissimilar. Also, the stream flow records for Middle Creek are influenced by the operation of Middle Creek Reservoir. Mystic Lake In 1977 , the City acquired 4 of the 20 total shares of original stock for stored water within Mystic sake. Mystic Lake is located within the upper reach of the Bozeman Creek drainage. Since that time, the City has acquired additional shares to increase the current total to 10. The water rights uti- lized to fill the reservoir are claimed by the Bozeman Creek Reservoir Company. Upon demand, water is released from the dam and conveyed downstream in Bozeman Creek to the City operated point of diversion. This diversion facility is the same one used to appropriate Instream Bozeman Creek water rights. Delay time from release of water at the reservoir to delivery at the intake is about six hours. The total ideal yield of the stored water is 690 acre feet, or 2.1 MGD for the period of June 15 to September 30. This figure is reduced by actual storage capacity of the dam and a shrinkage factor applied to released water. The reliable yield of water available for diversion downstream is 540 acre feet. The amount of water able to be stored and delivered from Mystic Lake Dam has also been limited by structural and operational deficiencies. A sink hole which developed on the face of the right abutment in 1976 reduced the amount of water stored by the dam. Also, separation of the outlet piping caused serious operational and subsequent structural constraints to the dam which led to partial breaching of the structure In October 1982. Currently, an engineering and geological study is being conducted to determine the feasibility of rehabilitating the structure. This study Is be- ing funded by grants awarded to the Water Users Association by the Depart- ment of Natural Resources and Conservation (DNRC) . Middle Creek (Hyalite) Reservoir Middle Creek Reservoir was constructed by the State Water Conservation Board (now DNRC) and completed in 1951 . The water rights utilized to fill the reservoir are claimed by the .State of Montana. The City has entered into water purchase contracts with the Middle Creek Water Users Association to acquire stored water. Upon demand, water is released from the dam and conveyed downstream in Middle Creek to the City operated point of diversion. The water is then conveyed in a 21" reinforced concrete pipe and necked down to an 18" rein- forced concrete pipe, installed in 1957 to the presedimentation basin at the mouth of Bozeman Creek Canyon. Currently, the City has contracts to 2705 acre feet of stored water with an option to an additional 50 acre feet. Water released from the reser- voir is reduced by a shrinkage factor. The amount of water reliably avail- able at the point of diversion is 2205 acre feet of water. Under the current water marketing contract between DNRC and the Water Users Association, this water is available to the City only during the irrigation season. The irrigation season is defined as May 1 to September 30. Water which is not used by September 30 is not available to the contractor for delivery during the remainder of the year. In summary, the ideal yield of water claimed by the City for municipal consumption Is 13,368 acre feet of water. This equates to 4.36 billion gal- lons of water annually. However, for the reasons previously cited, the City can reliably depend on only 6607 acre feet, or 2. 15 billion gallons of water annually. The reliable figure excludes contribution from Mystic Lake. The status of Mystic Lake as a water source is discussed later In this report. N V� W N U} N N 0 U! O 0 'Cf G C C C C C C C C •41 O O 0 O 0 C Q A Q 4 U u u u u u u U u ar ro "L � 1p U? V? 4i? I'•- �O 1�• �U fZi O co co co d0 09 co co co co .L w- r r— w-• � �.. w-- a•• � a uz a a a w 4i qj aa) 4) a r 4 t C 4 C c c c c c c c c c c c c c c c c c c c Y � W W kl! � U •� r co � Z L CN C7'1 M (n Ch M f'h Ch +_+ w tm Q u U't ro ro u. _V L� w Ln ua N N E C �+ W o t ro ro s m w w uj ai E c ti c ro p C .0 ro t- Dt O) f A ?- < u o a) C C w a L. � � �- L� E E a w LU ° u3 u7 L) t = c � « I Vt � » \ § c � k u � w LA ± � .§ui W 7 — U. 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LU t n 0 # c co c k co ƒ § - U � $ w WATER DELIVERY SYSTEM The access methods and water system delivery constraints have a direct affect on how the municipal water supply is utilized. The two components of the system, which are the northside supply (Lyman Creek) and the southside supply (Bozeman-Middle Creek) are analyzed in the following paragraphs. lorthside Supply The Lyman Creek Supply provides continual water service to all custo- mers north of interstate 90. When inflows are sufficient (only during high run-off periods) water from this supply is pumped through the booster station to extend water service south of Interstate 90. Water is pumped from this relatively clean supply to offset the reliance on instream Bozeman Creek water which is normally turbid during high run-off periods. The turbidity levels and peak demand use decrease the effectiveness of the prey sedimentation basins for the southside supply during high runoff. High stream run-off reliably occurs only a short period of the year. It is conservatively estimated to occur during a period of 45 days. Stream flows available during the remainder of the year have been estimated to be less than the capacity of the two large pumps in the booster station. During the normal flow period, which is the remainder of the year, the stream flow is estimated to be 70 miner inches (1 .13 MCD) . The current customer demand north of the Interstate is determined to be 23,000 gallons per day. The difference of 1 .11 MGD is overflowed either the diversion facility or the reservoir and is lost to the City. This amount on an annual basis is 1060 acre feet (or 346 million gallons) , The Lyman Creek supply is treated with chlorine and fluoride at the reservoir site. This system will not benefit from the installation of a water treatment facility on the south side of town. It is economically unfeasible to attempt to pipe this water to the treatment plant site due to geographical distance and elevation difference. Additional treatment has not been pre- viously considered for this water source as turbidity has not been a problem, even during high run-off. However, additional measures may need to be taker► to protect this source from water-borne parasites, such as giardia cysts which may be Introduced into the watershed by external factors. Currently, the City is reviewing alternatives and preparing cost estimates to provide adequate protection of this water source if the need arises. Continual testing is being accomplished to determine the existence of poten- tial stream contamination by parasites. Southside Sgpply The majority of water service to the City residents emanates from this supply. Treatment currently consists of the application of fluoride and chlorine at the reservoir site. Turbidity has been settled at presedimenta-- tion basins located at the mouth of Bozeman Creek Canyon. During period of high run-off, the detention time provided by the size of the basins has not been adequate to produce acceptable drinking water. The southside supply has been adequate during summer months. However, after the September 30 shut-off date for delivery of water from Hyalite Reservoir, this supply becomes inadequate to meet demand, The water deficit continues to occur until early spring stream flows increase, During the months of low Bozeman Creek flow, Lyman Creek is also not availa- ble in quantity for pumping to the south side. Remedies are being reviewed by the City to overcome this water deficit. These measures are discussed later in this paper. MUNICIPAL. WATER USE Water use records have been tabulated in the previous years by the Water Superintendent. Two categories of water use records are kept. They are water metered within the supply system and water diverted into the supply system. Water diversion totals are higher than water metered Into the distri- bution system. Both sets of records are inadequate to reliably predict actual water usage within the City. Water metered into the distribution system does not accurately represent usage since it includes overflow water from Sourdough Reservoir. Diversion records for Bozeman Creek are based on headgate set- tings since there is no instream flow meter for the supply line. The differ- ence between the diversion record and metered record is not the Sourdough Reservoir overflow since water is also overflowed at the reservoir inlet box. The difference also includes supply and transmission main leakage. Lyman Creek usage figures are accurately measured at the booster pump station. A review of the annual water use records of the past eight years is listed below. Year Metered Water Diverted Water 1975 1 ,182.70 MG Not Available 1976 1 ,967.00 MG Not Available 1977 1 ,955.50 MG Not Available 1978 1 ,996.30 MG Not Available 1979 2,271 .38 MG Not Available 1980 2 ,302.82 MG 2,507.50 MG 1981 2,124.62 MG 7,648.65 MG 1982 2 ,125.34 MG 2,651 ,75 MG The reason the diverted amount of water is higher than usage is to ensure that peak daily demands are met and that the Sourdough Reservoir water level is always providing adequate operating pressure for the distri- bution system. The reason for this is that water use fluctuates greatly during the day, while the City can only provide a constant inflow. Also, in the late fall, the diversion dates on Bozeman and Middle Creeks are set to ensure adequate inflow the entire winter season. Cold weather has frozen one creek or the other and not allowed manipulation of the inlet facility. This safety factor provides an overflow during the winter period, As men- tioned previously, a portion of the diverted amount is also lost as leakage in supply and reservoir transmission lines. The leakage amount is not current definable for the various supplies as well as precise overflow amounts. For these reasons, the analysis of water use is difficult. In the future, the metering devices being installed with the current Water Improvement Projects will provide a satisfactory base for a detailed water use analysis. Based on the information available for the City of Bozeman water use, the following analysis is provided. Water diversion figures are used to represent the amount of water required to meet City demand. This is necessary to ensure the ability to meet peak daily use periods without jeop- ardizing operating pressures and supply. It Is found that the rate of di- version is around 310 gallons per capita per day (gpcd) for an annual average. The estimated consumption rate based on the figures supplied from the Water Superintendent is 236 gpcd. The 1982 water diversion requirement and the estimated consumptive requirement is listed below along with a comparison to the reliable yield of the City of Bozeman water use rights and water purchase contracts to depict the status of the adequacy of supply. For now, the value of Mystic Lake water is not Included in the reliable yield pending outcome of preliminary engineering for darn: reconstruction. Estimated Month-1982 Diversion Rgmnt Consump Rgmnt Reliable Yield January 176.08 MG 136.04 MG 99 MG February 159.49 MG 122.76 MG 99 MG March 175.97 MG 137.54 MG 99 MG April 179.65 MG 141 .12 MG 138 MG May 200.66 MG 188.19 MG 284 MG June 205.98 MG 189.05 MG 206 MG July 345.41 MG 243.58 MG 345 MG August 364,62 MG 277.31 MG 365 MG September 250.11 MG 182.97 MG 209 MG October 226.77 MG 146.58 MG 99 MG November 190.31 MG 134.03 MG 99 MG December 176.70 MG 126.16 MG 99 MG TOTAL 2,651 .75 MG 2,025.33 MG 2,141 MG The figures in the table help to document the water deficit experi- enced by the City of Bozeman. In diverting the amount of water necessary to the system, the reliable supply is less than the required amount by 595 million gallons (MG) of water. to the month of May a yield surplus exists which cannot be captured as It is instrearrn water flows. Therefore, an actual system surplus of water cannot be realized. Some type of additional in-tine storage could be used to capture the surplus flow as well as a majority of the difference between diverted and consumed water. This option is dis- cussed later in the report. The supply deficits occur from September to April. During this pe- riod the City has relied strictly an Instream diversion for municipal supply j in accordance with established use rights. Stream flows In Bozeman and Lyman Creeks at the City points of diversions are not reliably adequate to meet diversion requirements. The deficit is currently being met by pur- chasing water remaining in Hyalite Reservoir after the September 30 cut-off date for water user delivery. The City must acquire a permanent use right to an additional reliable water source to overcome the existing winter defi- cit. Also, as water delivery demand increases, the deficit will begin to appear earlier In the fall and late summer. The acquisition of a qualified right to additional water will be needed in the near future to avoid a summer deficit. WATER SYSTEM AND SUPPLY IMPROVEMENTS The City is in the process of improving the water delivery system to provide for more efficient use of supply. The major improvement is the re- placement of an old (1917) clay supply line running from the treatment plant site to the Sourdough Reservoir. Also, the City is progressively replacing a similar clay line from the Bozeman Creek diversion facility to the treat- ment plant site. Both lines have been highly suspect of leakage. Repairs have been periodically performed when leakage became apparent. Also, the City is installing metering Instrumentation at critical loca- tions within the supply system to better provide an adequate indication of actual water diversion and distribution delivery. These improvements, along with others designed to improve internal distribution, are being financed by a revenue band issue. Since water rates have increased to provide the nec- essary revenue, water demand has reduced this summer. This is in accordance to operators of the water system. Increased water rates and the installa- tion of additional service line meters may have helped to conserve water this year. This apparent conservation may also be due to the wet spring and summer experienced in the area. Additional years of base data compila- tion will help to indicate the source of conservation currently being re- alized. Additional sources of firm or reliable water supply have been Inves- tigated and initiated by the City. Two water use permits were submitted to the Montana Department of Natural Resources and Conservation (DNRC) in 1978. One request was for the sever and sell of an agricultural water right on Middle Creek. The second request was for a new appropriation of winter water from Middle Creek. The basis for the sever and sell of the agricultural right was the purchase of the use of 300 miner Inches of water from Mr. Del Lichtenberg. City records indicate Mr. Lichtenberg received $76,000.00 in 1978 and $35,000.00 in 1980 from the City for the instream right and S0 acre feet from Hyalite Reservoir, The Hyalite Reservoir stored water has not been transferred within the water users association to City ownership pending the outcome of the sever and sell proceedings. Upon advertisement of the water use requests submitted by the City, numerous objections to the proposals were received by the DNRC. Under Montana water law, DNRC was then required to conduct public hearings to gather testimony before providing a decision in each matter. The City ap- plications were also put on hold pending a Hyalite Creek watershed analysis and review of Hyalite Reservoir operating procedures by DNRC to determine water availability. Upon completion of the analysis, the hearings were scheduled by DNRC for January of 1982. The transfer (or sever and sell) of a water use right cannot be ap- proved if it will adversely affect the rights of other persons. In this case, the City presented information relative to the transfer of only that water which would have been consumed by the crop being irrigated on the total parcel. By taking Into account type of crop, seasonal total effective pre- cipitation, field irrigation efficiency and total irrigable acres, it was de- termined that 450 acre feet have been historically consumed on the property which was irrigated. i' E1 it Many of the objections raised were in regard to the change in place of the diversion of this water and also the transfer to another drainage. The farmers who objected also requested the City to divert this water in the non-irrigation season if the transfer was approved. The City Attorney had deed transfers investigated regarding the sale of parcels of the original farm to individuals by Teel Lichtenberg. It was reported that language was not included in the deeds to reserve the transfer of water rights even though the property ownership was transferred. The opinion expressed by DNRC in this regard is that a pro--rata share of the original water rights would transfer ownership with the land unless it was explicitly excluded in words on the deed transfer. This poses a question as to who was the legal owner of the water rights at the time of purchase from Mr. Lichtenberg by the City. The application for a new appropriation of water from Middle Creek from October 15 to April 15 also met with strong opposition. In particular, the Montana Rower Company presented testimony in essence stating there is no unappropriated water in the Upper Missouri Basin for the period of request. Their contention, along with the U.S. Bureau of Reclamation, is that grant- ing of any new appropriations of water will adversely affect their prior es- tablished water rights for power generation downstream to Great palls. Other objections were presented regarding depletion of flows in the stream causing a detriment to aquatic life and loss of stock water. The original application was for 600 miner inches of Middle Creek water during the requested period of appropriation. The analysis of the watershed by DNRC suggested this amount of water Is not reliably available in the stream at the intended diversion point during the period of appro- priation. Therefore, the request was altered at the hearing for only that water which is felt by the City available for appropriation. Also, a base flow amount of 200 miner inches was conceded by the City to remain in the creek at the point of diversion to appease the Fish and Game and local stock water users. In response to the Montana Rower Company and the Bureau of Recla- mation, the City presented information that indicated 85-90 percent of water diverted has been returned as direct run-off back to the basin as water system overflew or waste water treatment plant effluent. In this regard, the City requested the consideration of a non-consumptive user of water. A decision is pending from DNRC, on this matter also. Should the City be successful in acquiring both water use rights, this will add 490 acre feet of summer water to the system (including the Lichtenberg Hyalite Reservoir water) from the sever and sell and 2898 acre feet of winter water. These amounts will .also be considered reliably available for diversion by the City. Decisions on both requests from DNRC are pending. The impact of the additional water is included In the tables listed below. i 1982 Month Diversion Rgmnt Current Rel Yield Revised Rei Yield January 176.08 MG 99 MG 201 MG February 159.49 MG 99 MG 193 MG March 175.97 MG 99 MG 233 MG April 179.65 MG 138 MG 223 MG May 200.66 MG 284 MG 284 MG June 205.98 MG 206 MG 206 MG July 345.41 MG 345 MG 345 MG August 364.62 MG 365 MG 365 MG September 250.11 MG 209 MG 368 MG October 226.77 MG 99 MG 249 MG November 190,31 MG 99 MG 334 MG December 176,70 MG 99 MG 240 MG TOTAL 2,651 .75 MG 7,141 MG 3,241 MG The table helps to indicate that the City will be able to meet short term future water needs with the realization of the water use permits being considered by DNRC. A tabulation of revised winter/summer usage versus yield is listed below. Winter (Oct-Apr) Summer (May-Sept) 1982 Diversion Requirement 1285 MG 1367 MG Current Reliable Yield 732 MG 1409 MG Deficit 553 MG 41 MG 1982 Diversion requirement 1285 MG 1367 MG Revised Reliable Yield 1673 MG 1568 MG Surplus 388 MG 117 MG As mentioned previously, a late summer deficit occurs because the early summer surplus is realized from insteam flow which cannot be captured and held within the water system. The early summer surplus is neglected In the comparison for the revised reliable yield for the same reason. The figures above help to point out the need for additional pretreat- ment or In-line storage for a buffer between the appropriation of insteam water and actual usage. Additional storage would help stretch the current water rights by capturing overflow water from the system during low usage periods of the day. As mentioned previously, it is not feasible to daily manipulate the diversion facilities and reservoir outlets to provide usage water only. However, capturing overflow water will allow the base diver- sion rate to be reduced and still meet peak usage. This will help to extend the application of existing water rights. Increased in-line storage will also be beneficial if the City acquires the additional water rights sought. As of now, the surplus of winter and summer water would not be diverted. However, as usage increases, water could be diverted in excess of usage in October through December and supple- ment low stream flows of January and February. This storage could also be used to capture system overflow water and reduce the monthly diversion requirements. This would also apply to summer usage. Spring run-off water, within water use rights granted by DNRC, could be used for early summer usage to delay the need for stored water supplementation. Also with popu- lation growth, the peak water usage periods which dictate diversion require- ments will grow. This will produce additional amounts of overflow water under existing system constraints. Appropriately sized storage could cap- ture these water sources which currently lead to deficits and will extend the application of existing water rights. Conservation techniques aimed at peak usage periods could also reduce the base diversion amount which re- duces system overflow. Another type of buffer than additional storage may be instituted to extend the application of water for the City. This would be the use of ground water with pumping facilities. The base rate of instream diversion flow could be reduced to possibly eliminate system overflow with the reli- ance of an instantaneous water source such as ground water to meet peak usage periods of the day. The feasibility of this alternative needs indepth study for determination of potential yields of wells and development costs. Also, the issue of water rights enters into this potential municipal water sou rce. Leakage within the distribution system may be in excess of anticipat- ed amounts due to relatively high water pressures. Potential leakage can be detected by significant pressure drops measured within the system. The City has not undertaken this type of water system analysis in the past. The City may find it beneficial to consider the possibility of installing pres- sure reducing valves in appropriate areas to divide the City into separate pressure districts and reduce overall pressure and the potential for leakage. Another benefit of reducing pressure in town may be the extension of gravity flow service area of Lyman Creek. By reducing the south side supply pressure to the gravity flow pressure head of the Lyman Creek supply in the vicinity of the booster station, north side gravity flow service area could be extended south of the Interstate. Water flowing in Lyman Creek could be put to its full potential within the previously cited decreed water rights without the reliance on perpetual energy costs. POTENTIAL SOURCES FOR ADDITIONAL WATER The City has attempted to acquire additional water for municipal con- sumption In the recent past. The decisions awaited from DNRC are expected within the next few months. However, in each case the City can expect to be taken to district court by parties appealing the decision of DNRC if favorable to the City. Also, the City should be prepared to tap other sources if the DNRC decisions are unfavorable. The potential sources which could be Investigated by the City are listed below. The order of listing is not Intended to suggest priorities, Instream Diversion Decrees from the DNRC hearings officer may indicate a period of water appropriation which may not be in conflict with senior priorities. If this is the case, a determination of how much water may be available and the size and cost of needed storage will have to be examined to determine the feasi- bility of this option. Bozeman Creek and Middle Creek should be looped at first as they have the greatest potential for stream flow amounts. and the City has diversion and gravity delivery systems previously installed. Other local streams may have flood flows in excess of existing use rights but depending on the quantity may be cost prohibitive to the City for installation of diversion , treatment and delivery facilities. Acquisition of flood flow rights would only benefit water supply strictly during its time of occurrence without additional storage. For this option, the cost of Installing additional storage will have to be included in determining its benefit. The quality of water during flood flows will also require treatment including settling and filtration. Acquire Storaqe Water Two sources of stored water are used by the City. Acquisition of additional shares of water within each project is a potential viable source. Currently, the City is riot considering the acquisition of additional shares of Mystic take pending the outcome of the engineering feasibility study for rehabilitation. Also, depending on the cost per share for potential rehabi- litation, the City may acquire all shares within the Association and increase the reliable supply. For the same matter, the City may not participate in rehabilitating the structure depending on the cost per share and/or financ- ing options available. Recently, 5o acre feet of water from Hyalite Reservoir sold for $18,500.00. Annual operation and maintenance charges of about $0.90 per acre foot per year are assessed above the purchase price. Also, the DNRC is now investigating the options and costs for rehabilitating and repair of this structure. The consulting engineering firm of HKM Associates from Billings is preparing the analysis. The firm has contacted the City In search of potential users (and purchasers) of additional useful storage which may be a part of the rehabilitation. New storage water was made available to users from the rehabilitation of Cooney Reservoir at about $2.50 an acre foot per year. This rate relies heavily on construction price and grants/low Interest loans which may be available to the State at the time of i construction. It should be kept in mind that realization of actual completion of construction may be years if feasible. Groundwater Development Groundwater can provide a potential instantaneous source of water the City does not currently enjoy. Depending on the yield of wells devel_, oped will determine the potential benefits of this source. Geologic and hydrologic field investigations are necessary to make a reliable prediction of this source. Depending on the yields expected from wells and their location, a water use permit for groundwater could be contested by the same parties as the surface water diversion applications submitted by the City in 1976. Flood flows may also be stored as groundwater recharge and retailed by a well field. This could save a significant cost for pretreatment storage if flood flow rights were achieved by the City. Construct Stora a Facility ( Instream) The Soil Conservation Service conducted a study in the late 1970's to investigate the feasibility of siting a storage facility. Early in the study, preliminary costs were made available which indicated a project as being too expensive for agricultural use. Therefore, municipal water and flood storage project sites were further investigated. In the 1980 final report, the SCS Identified potential sites in Bozeman Creek and Limestone Creek for a stor- age project. With all considerations taken into account, the cost to the City were identified to fall in the range of $100 to $150 an acre foot per year for the life of the project. At the time of the study, this range of figures was determined by the City to be cost prohibitive. Further analysis by the SCS was terminated. As is the case with dam rehabilitation, realiza- tion of a finished project will take years. Filling of each potential dam site would have to rely on capturing flood flows occurring at a time not to ad- versely affect downstream senior priorities. Contract Water from Bureau of Reclamation The Bureau of Reclamation has been recently contacted regarding the contracting or "renting" of their purported water right in the Upper Missouri Basin. The decision of DNRC regarding the application of the City for a new appropriation of winter water from Hyalite Creek will either uphold or deny the_claim of the Bureau of reclamation or MPC. If their purported right is upheld, the City may have to consider this option. Preliminary discussions indicate the allowance of the City to rent water from the Bureau at the rate of $70--$30 an acre foot per year. The basis for the charge between diverted and consumed water will need to be resolved during Negotiations. Diverted water to overcome current winter deficits would cost the City about $60,000.00 per year. Consumed water during the deficit period would cost the City about $9,000.00 per year. i The process involved would be to submit a request to DNRC to alter the point of diversion of a portion of the Bureau's water right. Diversion of this water would not affect senior priorities in the winter other than stock water. Diversion of summer water upstream from Canyon Ferry would definitely affect senior priorities and would not be approved by DNRC. ; ;r r 1 One benefit of this arrangement, if approved by UNRC is the term of agreement with the Bureau would be WO years. The "rental" rate would be able to be renegotiated every five years. RECOMMENDATIONS The City should investigate alternatives and methods to better utilize the existing water rights claimed. The diversion rate and assumed consump- tion rate per capita suggest the water can be stretched to further use. Capturing system overflew with pretreatment storage will provide an addi- tional 30 percent of diverted water for municipal consumption. Also, con- servation efforts, transmission leakage repair and reduced operating pres- sure could reduce the consumptive rate about 25 percent of the current es- timation. Current water rates may be the Impetus for conservation. The alternatives which have been previously discussed are pretreat- ment or in-line storage, groundwater to meet peak usage and reduced opera- ting pressure to increase the Lyman Creek service area. Depending on the outcome of the water use requests, the City may acquire more water from the Bozeman Creek and Hyalite Creek watersheds. This is the first priority as facilities are in place to bring water to the City. Other drainages can be investigated but will probably need to be fed to the water treatment plant site. All the options discussed in this paper should be further investigated and assigned a production or construction cost per acre foot or million gal- tons of water provided. This will help to focus on the involvement of the City with rehabilitation of Mystic Lake and Hyalite Reservoir, groundwater development, new storage construction, purchasing rights or "renting" water. The basis for the identification and development of costs should be indepth, qualified analysis. This has not been provided In the past. As a last resort, the City can consider condemnation of water for public domain or re-use of waste water treatment plant effluent. i � 2 f f' ..^ TFCI SC}14yInIDFfN.(+C7VE.RNC7ri cne WADING V i I � _ OF MO IANA °-,4.. ;Sr.-r,�'t�it Fes,.,------'- --,,.,,-,..__.—.-�.,..�,.m..,..,._•_----._, ,.,.----�-.... ,. .....M,..,...,.�. MFLENA,MON'T'ANA'5AG20 �EIJtr?Iiber 20, 1903 Supplementary Attachments C Mr. 1X)n Strang lki tet Supt;xi ntf n(3ent Ibx 640 f'�.�zeman+ KII 59715 Be; 17Y 1''84 Pater `ystciN, ln::pecti[;n DL, r ron: Enclosed is a cc:py of the wauer system inspection rcax.rt for fiscal year 198A. T-ie report is kopt; in our files inainl.y for our reference. I have no comme-nts reganling any opc�raticn and maintenance cue>fi,c:ieix:ie s. cnie south side, supply is obviously in a state of disruption Ix:c.ause of. construction. 'n-ie north ,ids: sLrppl%= appoarec'3 (see cr7l:ve nt a helow) and XG=C"_o1"d^}':E;,'C'-.pirq was very como.ete as usual. Since the Gianlia lamblia org7n'issm has been found in the Lyman (leek supply, it'� appxirent that eit-1-ier trrTat.riont cr tota). r,-nclosurcw, of the; sys3te- m will be, nCcessary. By "total err:losuro% I mean constructicn of all erx,Iorcxl sprirr.3 1_x)x at the source of the spring, piping the t,:.°it er to the reservoir -and construction of Z (-:ever ovor tale3 reservoir. InIzove?rionts loss than these would be iriadeClutitQ to il75l.irf., a :safe water q-lply. 1-hlen these improve rnf;;nts ire i►(16'cKj, other" I7onefit.s besides protection against Gi fi rd i a) vxxtl d i rK:l UCj e:' I 1. Protecticn of water In thcI ret orrvoir acjiiin s sprawl t ar-xial j spraying, dusts, vandalism and waterflow . 2. Much reduced c1-iemical, cc::st a hccau,iie 6).1orinc, lc>„f�s in the reservoir would be minitiizccl. +nii�, would alsr> provide riuch betrtei chlorino rcrsirlll�l.s in tile_ distribution FysLr=. . 3. Tie sources wrauld be protected against ninof:f ano otlier rour.c<ls of turbii:1ity wbidl can t}_iiijA)rEiry systeln shut-downs. Ptr. I.Xin strsttx'f �3e�f,te�r;k 2t', 1.9133 1 rcr�:tli�c t}lat t}�<.s< ilrlxx'cveruytlr, wr>ulfl },cy Cxpensivr , but they should kf; Xxlrzx�tlf`Cl atic3 lnx_?cLted for as s'oJta as I30sslbl.c, 1'11<< J.ytura Crcck supply is a clerx-ndable, g000 'gource of water 8m] the city cauldnot afford to lose it IJtuiusE of Giait;.i1.�l or public outcpry. "ICeISC' .I.ct TTV 1 f YOU )J,;IVI= cWcr�a'ti:t7t. Sincerely, Jinn Alsl.strad Sanitary Eryginecir Sat,6r Quality I3ureau Uivironraental Sciences Division JM-ca cc: Dick Iialrfes, Directcr of PLI ',l.ic I;orYu Dr. Inward Y.iW, (bwlty I}talth Officer DEPARTMENT OF HEALTH AND ENVIRONMENTAL. SCIENCES � COGSwt LL BUILDING CNIANA IG71:1"IOR HELENA.MON#ANA 59620 Lcc�l its: i3 ;,crti3rr -» Da to: Auqu;5t 24, 19133 Person a'ml. Wn Strang brtl•rside Waiter (Lvrjn c rf�ck) northside reservoir and c}ler;icr l Idditiorl building were visited <`snd found to be in firieJY shape. 'I710 t.Uildirx3 hou,;es fluoride and c]llorine- feed equ.ipr.°ent. SOdi= siliCOELK-xide was fc-o at the rate of 53'r/easy. Ghlcarirrc' gas was also X.x irKl fe"cI F►t 53;:fclay. Aft_csr diemical aciclition, water flows to a 6 t)G cuen reservoir'. reservoir it,, C.:cf7cret:cL, liriE'cl aru.I well fencetii, but is olx,rrl to air �Irrd any airborne conuunii tat ion. me size of the re Sc-1xvOir provides for ccra�;i.cicr.�:.lc� cantaet time: witli a free chlorine residual, taut r,:ost of the cr-ilorillc cli:"siVItets i,tit:cr tluu atrt)sjillere. A cover would be very val.tnne in lt>ctlt prc�venting. chlorine dissipation arxcl preventing airborne contaninatiC:n. Lyman Creek itself oricjinatrs from a spring oil t:Ire WC?St :fide Qf the Eridger G1 rntairrs. ne s ri - ng seater i6 llic3t1 qu�rlity tart ;rorrcjqhat Marc.. water is diverree .from Olecreak tc; the rc?servoir via r..in IV," main. r1he water fron the lyrk►n cr(.,aE}c supply is kx:x)stod into the syste n at the Lyman buster staticn. 'A�cr 8()o (j,--m and cne 30Q c3!X1 lyur,ps are loc'at(xi in the station. 'Me pLu;ps are c]ismarlticcI e1r1d i.rrspcyctt-cl durirx3 the: winter. Me booster station is in tasty I,,z-imari l,y when turbidity .bevels from t1le "south :side" are excessive. It hZ-1s a C� Wit of 2.4 1,UD. I� Y Rre:;crrtly, the booster station is 'rot in Ilse, but Lynam Creek is'servirr3 water to the north side of the Interstate where PrUssurer. are lower. Saut}Y Side Water System hyalite Crcek: ) Presently, const-ructicn «f a r-rc:w water treat'rri2nt plant is zr`, prrac�re:,J to remove turbidity from the cornbi.ned ,;uuth sick sUi�p]_y. 'Me plant is bcinj constructed over the s(,xJ.imentatiorr bcisirrs dolt orere previously uscxl to settle solids from the ;;oath sidL% sul)pjy. Mle south side e;Luply, therefore, has no settling facilities uvailaUe, excic�pt for a sma]1 Fx5nd l,ocat(xi below the SOUXTIOue31r diversion. (5c)me c.ttlirrg is al.s10 avzlilab1(,' at t e' diversion structures on eijdj cre( k, cf C('.ur je. Plant c:c;n struc:tiert is i�reac�.ecc?irx� rC1Z't i.vc=1y s.lcawly k)L'CaLl;cC Qf rtateri.-I.t aric3 equipment. cic.laytir. Ctjtil the rxi�lnt is c'c�t�f lrtr:, tl;c. s0Ut37,5isle SL4)F].y Will. have to be c:l.cr;caly wat6led irz,'cje c'ltajrte.� :(+ ttlir7rj i„ av�rilal7lf,. Tle,1c1 .investigation. - PUS c nkin Pag e 2 SOPtel&P,r 20, 1983 711e southti,ic:it supply is trezitc�l rlt the 4 PIGD cor'ac;retf+ re,er'vc7ir ldcat(X do flUcSOIAIX ide e-rek6xl , At rile tiii,c Uf tl'c: visit_, IIIx,ut 146 1 of cl-acrine and 8,1 r raf flurridc tJrxe k,eir'q added daily. About 5.67 AV per{�b ri�Zy irr_.re being trc��tc�(Abouta 5Q�-�0 rizxture of .�,c�tirdot�c�h liyali.tr� wat.ox,' t�rlw t're7,rx3 Supplied. }�111C? Chlorine trecltr.crlt ��t tlio reservoir includes a (-.lry ford unlit thit remains in use during l°x)wer outage;,-,. 'Die fluoride feet] unit n- ,iy be t�ovcd to thcr north side s'4)rly to rcyplace cif! older Emit rJl7(g!7 the n0W plant is In ()ptrEltlorl. jU, d1cmicals will be Fidded at tllfti now t.rocitricrkt pl--ant for tjc-� a�atli si.cje str � ,ly when tiro I)lajzt is OPOril-tiOrIal.. When the new ]plant i;, c�F��ratirr'i�l1, :I.n � 1 y autC7rn3t:ic vaivc6� till 1'`�(' l�.laCU�d cit_ t.hc .1 Mr) south lido reservoir to Z�liminate oVc�rflr sj of tr(v tc{3 water. Construction !�f a t)0w 30 irxh trr'tll:irnis:�i�n main from the new piFjllt to the 4 hr. resrrvo.ir r;lzoUld be r1oara.rxq ccanplc tic�r7. 11 witcr sample for <`orl�lc�t clat laical, IMI-Ilvsi-S wa., t�7b;c�n at tb�.a t i y';7c ❑£ xnsf ctz,nn. Tttrhici.ty, flc,>t•r, fluoride aflcl chlorine levols are c'loscrly monitorod aro�nd tr-wrl eve,t�r clay. 7lie .aoutll ir1C st?laly is l�r,:irxl clzlnrir��tc l at a rate of mg/1 to treat airc Crater for Gial.c3ia .lariblia, whit) har, been found ill the tircl�,vr E Crcel: .;j ,ply. 71le owil�"c'leficzcaicy in c:herli.cal add iticiI is that it is occ: sionj,1riiffic-u.lk to rk itlt�jirj a free.c-hlt7rir2e rozidual on norththe :3 ir?E� sar,st.eri ]�ccaust? of t1le C)j C'Ji >tc;rcic cy re ;f•r.rn�iz. 3t'sfxsc't Rally submitted, i Jim rt-IS,tad 4itxitaxv l�ti.icrrr later Quality PUr(-Vita DEPARTMENT OF NATURAL RESOURCES AND CONSERVATION WATER RESOURCES DIVISION r mil); 3:'.SUU'I'H L•'WING fi TF.D:c`HWINUEN, GUVERNC�H — STATE OF M N 1nNA �_� (406)444-6603 ADMINISTRA-roH HEI.ICNA, MONTANA 59t370 lti n � (406)444-6&16 ENGINEERINC:HIIHEAU (406)444-6660 WATER UF.Vh;Lc 7I'MIrNT BUREAU (40(i)444-6601 WATE•n MANAC;EMENT BUREAU (406)444-6610 WATER RIGIATS HUHEAU MEMORANDUM DATE: March, 1,984 TO: Individuals and Groups Interested in Grants and Loans from the Water Development and Renewable Resource Programs FROM: The Water_ Development Bureau Enclosed is the "Application Guideline" for grants and loans during 1985 and 1986 from the Water Development and Renewable Resource programs. The publication includes instructions and forms for all potential applicants. A careful reading of the program description at the beginning of the booklet will help you select the program and forms applicable to your project or activity. Some of you initiated but did not complete the application process in the past, were unable to secure needed additional funds , or our grant funds simply ran out . We urge you to consider applying again. Many important projects and activities have been completed through the programs and it remains a keystone in Montana' s water development and renewable resource efforts. The application deadline is June 15 , 1984 . The Bureau invites your interest and looks forward to working with each member of the water development and renewable resource contituency. Private individuals, partnerships and corporations may apply for loans only at any time. r �.,rl,ni uv.,to rycyx„ AN 1"00A1 OPPOWUNrIV EWILOYM THE CnY OF I OZEM N iJ 411 E. MAIN ST. P.O. BOX 640 PHONE (406) 566-3321 » ; o VOZEMAN. MONTANA 59715,0640 March $, 1984 Water Development Bureau Water Resources Division Department of Natural Resources and Conservation 32 South Ewing Helena, MT 59620 Gentlemen: You recently furnished us brochures describing Water Development and Renewable Resource Development Programs. We have two or three projects that might be grant eligible and would appreciate it if you would forward the instructions and forms necessary to snake application for either grants or loans. Sincerely, Richard C. Holmes, P.E. Director of Public Service RCH/lh HOME OF MONTANA STATE UNIVEnSITY GATEWAY TO YELL OWSTONE PARK DEPARTMENT OF NATURAL RESOURCES AND CONSERVATION WATER RESOURCES DIVISION -rED SCHWINDEN,GOVERNOR �T 32 50LJTH F.WINca STATE OF MONTANA o (406)444 6603 ADMINISTRATOR IlELENA,MONTANA 59620 (406)444.6646 ENGINEERING BUREAU o00)444.0008 WATER DEVELOPMENT BUREAU (406)444.6601 WATER MANAGEMENT BUREAU (406)444 6610 WATER RIGHTS BUREAU MEMORANDUM TO : Groups and Individuals in Montana Interested in Water Development and Renewable Resource Projects FROM: The Water Development Bureau Enclosed are brochures explaining the Water Development and Renewable Resource Grant and Loan programs . This mailing is our first announcement of the 1984 application period . The programs providean excellent opportunity for grant funds and low interest loans for a wide variety of construction and nonconstruction projects . We invite .you to read the brochures and consider an application . Application instructions and forms will be available in mid-March . Please let us know how many you would like . Brochures in any quantity are also available . Application Deadline Change . The deadline for 1984 applications has been extended to June 15 , 1984 . p"Wkiw WSJ AN FtlLIAL UP!'UHTIINIIY EMPLDYCII U) G U OC - a u U) U) - - � � c a ccoz ix C o c ;=2 8 + d o '' Ln z C� = oo � o o C� d zaOzao Op W O W - > Q W Q W E- Q W z W WL a u O H u 'uolingljlslp JOl 00.001$ pue bulluud aol 00'gL t$ sapnlaul 00'9LZ$to lsoo lelol a col Xdoo aad yolyM g50'$}o isoc)palewllso ue le paysllgnd WaM luawnaop Dllgnd slyl to sald000009 8999-bbb GOP) 'auoUd@lai OZ96S eueluoW 'eualaH 6ulM3 'S ZE uollenuasuoO pue saaanosab lean3cN 30 Iuaw3aedaa uolslnla saaanosea aaleM neaang Iuawdolanao aaleM � � c ,F 3 cv 3 °� 3 'n m v �' E 0cv � a� D >Z ` �oO '— tD � CC `^ ` c� Op � a) v �, z � c � to � C D aaiaci ' vuai) 3°' � � aoc cni 1a > CQ � N L- O 'u a) 4-J Q m u O cn— � — > z HTO . 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":1fl H C d O O cma 0 W - @O �O d y- GEC F.- cm - G Qz W Q Z -J ocig 0� I m U C.D U 0 ro a ro F— O a Q v cFWO 1'V V C c°c E e � c° W i as s I O � � c 0 ro .c �y = z N b ba U c a a ..�, �� � � s � ro CU o 00 � g U r -T 0 .0 w r 1 c M u %v o aJ 'y CW c 4 c o c 0 °L > ro u > � v Eo � s E y r' N a o IUJ Q a y y c O c L y O v u Z c E Q TW L ao ° �', E ra � 'p > :� pw H � .` '3 � U a v Y i aa, o � �+ _ o Q a vaEpp I `v CL di + t rnp 6 cvc��' ; c b 0 V _ O ` �+ « " Cr f i Z E c v c a, .E �' ; 0. ro � 7 � Ea+ v - �; ac � yAtV �' s,' G. wq� ° - c J O O ro Z S a o o w l� ro Z _a Q �' o =° �- L b O / ,� ^ O yr 'O N T 1' i ovcwro � c � U °' o — � Qw � '; .o W c EEG� c4, CC d Z i v a `-' a c ' 3 a v c CW o ° a 5 rooa, o CUIt0 y i c � E " `o � � -a �E � a �—' a a � W Q o a CC Q •� c o E ° 0 v�i O a°0= n L►-- O .c a ro�faO Oro m Z o � C7c roEro ro ay ti O 4 C d Q p 11 ' Co rD 7ra r`y c 3 Q 7 O � r1p G Z o S rrapp d Q m Q ° V O w w w ac' j o �, a o n 1 cL ? a ro OE1 a � o d ro N °' w3 'b 'o— .a% Q o noeo. oy� oro ? CD 1 T g w � �, , o crn- �' °� � o 0 o ^o a ° o n rm a� v, ' l 1 o oowx , ',° Q, rona_ 3am 3v 0. Q c p °' "`ten U S W a !D < 3 M n � � a � a Q x r, Q m O r ro o.� � o ro c �' n .'� rood -0 co o o a 3. c° c -.• a sFr M { 3 9- y c 3100 a0s et A CL G _♦ 1 �1 a 16 O O ID O r9 Z am, 70 bpC eo —rm I FL a ; ° $a+ ' ou ro a C w ro ° - ID w 7 O 1rn0- 10 06 1 rm w e rn a Q p io ° p IS n O ro ro a a r. y O 3 .2 C T ti 9 o o p 1 SDa c, j * a a 70 s,� rc _nva rn a 3 o y a n c 4 w '^ tin O v+ cr oro � � o ro ro rn 3 y VvLn 130 THE CITY OF BOZEMAN ��. 411 E MAIN ST, P.Q. BOX 640 PHONE (400 586-332t 3 BOZEMAN. MONTANA 59771.0640 June 20, 1988 wok Co.I,." TO: Miral Gamradt, Finance Director FR: Dick Holmes, Director, Public Service RE: Lyman Creek Attached are a letter from SS&G, a ertiicate as to organi- zation and Financial Condition of the City" , a Model. Bona Pur- chase Agreement and Section 5 of the Model. Bond Purchase Agree- ment. Would you please review these and furnish all items necessary for Commission action. RCH/mcl. Attach. cc: J. Wysocki t a s� HOME OF MONTANA STATE UNIVERSITY GATEWAY TO YELLOWSTONE PARK Y r THE CITY OF BOZEMAN j G 411 E, MAIN ST. P O 8ok 640 PHONE (406) 586.3321 BOZEMAN, MONTANA 59771-0640 ,tt�r {ate. June 20, 1988 b CO TO: Bruce Becker, City Attorney FR: Dick Holmes, Director, Public Service RE: Lyman Creek Attached are a setter from SS&G, a sample "Resolution of Intent to Finance Lyman Creek Water System Improvements by Issuance and Sale of Bonds" and additional wording, marked Exhibit A, that needs to be added to the resolution. Would you please prepare the Resolution for Commission action. RCH/mcl Encl. CC: J. Wysocki HOME OF MONTANA STATE UNIVERSITY GATEWAY TO YEL,LOWSTONE PARK tN THE CITY OF BOZEMAN 411 E MAIN ST, P 0 BOX 640 PHONE (406) 586-3321 BOZEMAN• MONTANA 59 7 7 1-0640 co.t+�07J:f Tune 1.7, 1988 O' x TO: Jim Wysocki, C,i.ty Manager F�?�"`bick Holmes, Director, Public Service RE! Lyman Creek Attached is information furnished by S .S . & G. indicating the next steps to be taken in order to obtain. the DNRC Loan. You will note that the total project cost is now estimated at $1. 076 million. This reduction from $1.. 6 million is primarily due to the probability of obtaining very good bids if we go to contract this year and fine tuning the original. estimate . Once the three items mentioned by Gerry are taken care of, we should be able to obtain the loan and panoceed with construction. We should meet with Gerry to discuss this in detail, and maybe consider asking DNRC to raise the amount of our loan to cover the cost of the total project. RCII/mc l cc: Phill Rncl.. _ �-Ile -7 HOME OF MONTANA STATE UNIVERSITY GATEWAY To YELLOWSTONE PARK A Sanderson/Stewart/Gaston A Engineering, Inc. �s June 16 , 1988 W.O. #86-511- Dick Holmes Director of Public Works P .O . Box 640 Bozeman , MT 59715 RE: Water System Improvements Lyman Creel-, Dear Dick : Earlier you and Jim asked me to look into what needs to be completed with DNRC in order that the City may obtain the low interest loan . I have been in contact with Gregory Wermers of the Water Development Bureau of the DNRC and he has sent- samples of information needed. The first item needing attention is the "Resolution of Intent to Finance Lyman Creek Water System Improvements by Issuance and Sale of Bonds" . I have included a sample copy of a resolution along with a copy of additional wording needed to be added in the reso- lution . I have included this information as Exhibit A. The second item needing attention is the "Certificate as to Organization_and Financial Condition of the City " I have included a sample copy of this document for your use. The third item needing your attention is the "Model Bond Purchase Agreemetit . " This document needs to be reviewed and the blanks filled in and signed in the appropriate spaces . Section 5 of this attached document needs to have information included which relates specifically to this project. I have included -the project description and bid items with representative costs as Exhibit B. The plans and specifications , engineering agreement bid tabula- tion , permits , and resolutions can be added at a later date . Consulting Engineers and Land Surveyors Billings office; Sheridan office: Bozeman office: Suite 200 Creekside 45 East Loucks - Suite 301 2010 North 7th - Suite B 1001 South 24th Street West Sheridan, Wyoming 82801 RO. Box 861 Billings, Montana 59102-3091 307-674-4224 Bozeman, Montana 59715-0861 406-656-5255 406.586-0568 Holmes ,Tuna 16 , 1988 Page Two You will , however, need to develop a project budget showing how the DNRC "loan is going to be used to finance a portion of the project. Please note that the total anticipated cost on the Lyman Creek System ,imprwovemaents including the spring box (Phase TIT ) is esti- inated to be approximately $1, 076 , 000 and not the earlier figure of $1, 559 , 000 (without the spring development ) as originally planned. All. other documentation such a.s "Certification by Consulting Engineer " and "Construction Budget Form" earl be comp.lete�d at a later date. T think it would be an excellent idea to schedule a Fneeting with you and Mr . Wysoc.k.i to review the benefits of this project after completion. ,jin prely, erald Gaston, E . Enc. GG/ry N J 1 i THE CITY OF BOZEMAN 411 E MAIN ST, P O BOX 64O PHONE (406) 586.3321 w� a BOZEMAN, MONTANA 5P771-0640 oc a "rt�Tj� C� o�r.c June 17, 1988 s>> TO: Jim Wysocki, City Manager FRs Dick Holmes, Director, Public Service RE: Lyman Creek Attached is information furnished by S .S . & G. indicating the next steps to be taken in order to obtain. the DNRC Loan. You will note that the total project cost is now estimated at $1. 076 million. This reduction from $1. 6 million is primarily due to the probability of obtaining very goad bids if we go to contract this year and fine tuning the original estimate . Once the three items mentioned by Gerry are taken care of, we should be able to obtain the loan and proceed with, construction. We should meet with Gerry to discuss this in detail and maybe consider asking DNRC to raise the amount of our loan to cover the cost of the total project. RCH/mcl cc: Phill Encl. HOME OF MONTANA STATE UNIVERSITY GATEWAY TO YELLOWSTONE PARK Sanderson/Stewart/Gaston Engineering, Inc. "NIT, June 16 , 1988 W.O. #86-511 Dick Holmes Director of Public Works P.O. Box 640 Bozeman, MT 59715 RS: Water System Improvements Lyman Creek Dear Click; tarlier you and ,dim asked me to look into what needs to be completed with DNRC in order that the City may obtain the low interest loan , I have been in contact with Gregory Wermers of the Water Development Bureau of the DNRC and he has sent samples of information needed. The first item needing attention is the "Resolution of Intent to Finance Lyman Creek Water System_, ,Improvements by Issuance and Sale of Bonds" . I have included a sa mple copy of a resolution along with a copy of additional wording needed to be added in the reso- lution . I have included this information as Exhibit A. The second item needing attention is the "Certificate as to organization and Financial Condition of the City. " .I have �. included a sample copy of this document~ for your use. The third item needing your attention is the "Model Bond Purchase Agreement. " This document needs to be reviewed and the }clanks filled in and signed in the appropriate spaces . Section 5 of this attached document needs to have information included which relates specifically to this project . I have included the project description and bid items with representative costs as Exhibit B. The plans and specifications , engineering agreement bid tabula- tion, permits, and resolutions can be added at a later date . Consulting Engineers and Land Surveyors Billings office: Sheridan office; Bozeman office; Suite 200 Creekside 45 East Loucks • Suite 301 2010 North 71h . Suite 0 1001 South 24th Street West Sheridan, Wyoming 82601 P.Q. Box $61 Billings, Montana $9102-3091 307-674-4224 Bozeman, Montana$9715-0861 406-656-5255 406 586 0568 h Holmes June 16, 1988 Page Two You will , however , need to develop a project budget showing how the DNRC loan is going to be used to finance a portion of the project. Please note that the total anticipated cost on the Lyman Creek System improvements including the spring box (Phase 111 ) is esti- mated to be approximately $1, 076 , 000 and not the earlier figure of $1, 559, 000 (without the spring development ) as originally planned. All other documentation such as "Certification by Consulting Engineer" and "Construction Budget Form" can be completed at a later date. l think it would be an excellent idea to schedule a meeting with you and Mr . Wysocki to review the benefits .of this project after completion. Si rely, J erald Gaston, . Enc . GG/ry V •xuJMVWI'a\4VpMYJr�xXM'fYYWIr1tirAANMMIMIMiInO.inwWNrn+'Mnu.uMN..y. n.0 rw»narumrv.w....Wr.w.w..u...w... unr.ra.r...a..0 ire.�. .�.n...wro+ xxn.nn..in.r.Y mri..r..n........ .u. ... .... ......... ..... EXHIBIT A WHEREAS, the (name of entity) agrees that all three phases of the Lyman Creek Water System Improvements including Phase I - construction of a cover over the storage reservoir; Phase II - extending the pipe conveyance system upstream to the springs; and Phase III - construction of an enclosed spring box; must be constructed to eliminate potential surface water contaminants, including giardia and that the ( name of entity) agrees to complete all three phases of this project in a reasonable time game; and WHEREAS, the ( name of entity) will use the DNRC loan to complete all of Phase I and a portion of Phase II of the Lyman Creek Water System Improvements; r Y ......... ... EXHIBIT H Section 5. Scope of Work Project Descri� ion Lyman Creek Water System Improvements will consists of a floating reservoir cover associated yard piping, flow metering and control valving, a new chlorination system., and chlorine residual monitoring of both influent and effluent to the reservoir and influent turbidity monitoring. Project Bid Items Phase I Reservoir cover, yard piping, valuing, chlorination facilities and enclosure, and monitoring equipment TOTAL PHASE I = $400 , 000 . 00 Phase II Paw water transmission line piping, pressure reducing, control valving, and air relief valving TOTAL PHASE 11 = $326 , 079 . 00 Phase III Spring box development , yard piping, control valving, and transmission line piping TOTAL PHASE III $350 , 000. 00 TOTAL PROJECT COSTS 1, 076 , 079 . 00 Pro j! ec ,Budget TOTAL PROTECT COSTS $1, 076 , 079 . 00 AVAILABLE MONIES FROM DNRC -726 , 079 . 00 Additional Monies Required $ 350 , 000 . 00 F Y r,.,...,.,m ,-.:,, ,mrv.ti _..<.,,,:ti, ,,.,.:, ,r,w:„�...,i,,,.,a.....+.:..,o'f-..,�,�.w,. ,..J,.,r-, M -, .,�.rA„yypxwnNtt,Jn:N.aGYwkaCW w.hw-wrm•nrrn x..xe/r.. . ... ... ..... .........,.. ....... .. ..... .+..., ....,.,.. To Oe used for Municipal Sponsors Introduced the following resolution and moved Its adoption; =RESOLVT� INTENT TO FINANCE [DESCRIPTION OF PROJECT3 E AND SALE- OF BONDS WHEREAS, the [name of entity] Intends to authorize the issuance of bonds to finance the [description of project] (the Project) and WHEREAS, the [name of entity] intends to undertake with due diligence, any required rate proceedings with the Public Service Commission; and WHEREAS, the 19Brbivntand Legislature In 14.8.. 9 7 duthor f zed the Montana Department of Natural Resources and Conservation (the DNRC) to make a loan to the [name of entity] of up to $ at an interest rate of points below that received on the long term bonds Issued by the state for the f I rst f lye years and at the bond rate •for the remal nl ng f 1 fteen years to finance the construction of the Prof act; WHEREAS, the DNRC has informed the [name of ent i ty3 that It will make the loan authorized by the 1985 Montana Legislature by purchasing bonds from the [name of entity] In the amount of the loan, and that It will charge the [name of entlty3 an origination fee of four (4) percent for making the ioan; and ' WHEREAS, this -Council has reviewed the attached budget for the Project and is smtlsfled that the estimates contained therein are reasonable and that all anticipated Project costs are included; and WHEREAS, the [name of entity] expects to begin construction of the Project on or about and complete the Project on or about and; WHEREAS, the agrees to complete necessary steps to acquire these funds as described in the Water Development Report, January, 1985 and 1n H.B. 947, both of which have been provided by the department; WHEREAS, the statutes authorizing the [name of entity] to Issue Its bonds for the financing of the Project provide that such bonds be sold at a private sale to the state of Montana, notwithstanding the fact that the legislature has authorized the DNRC to purchase the bonds, NOW, THEREFORE- BE IT RESOLVED by the [name of council] of the [name of entity], Montana, as follows: 1 . This council hereby declares Its Intention to authorize the issuance of [Revenue Bonds] In an amount estimated not to exceed $ _---____—, bearing Interest at the rate described above and with a term of 20 years to finance the construction of the Project and the sale of such bonds shall be conducted In accordance with the applicable sta+t- statutes. 'xpl�^!lhL11�PW,awrntlai+:n:,.n'roaer:Vnn'.iivK ar,,,;;u:L..n.ea%�:woo;nex,•.:..uww:rn'+�.vr••.w,c:'--;..•,....:a6.w:;..,,,..`.n..1a,:.,..;.,,nMwww.wwew,.6xM..u.:,r,.n"..r....,,.�.,�...wr..,w..,.....u:.e..,.....,............ ..............._W,..�,._.,,:,.�.,, ....,..,,,•.,.,.,,..,,•,.,:, .,,_ ., .,,. ..,. rr 2. The (name of entity) declares Its intention to levy rates necessary to repay the loan and provide the reserve for repayment of the bonds and to seek the approval of the Montana Public Service Commission for the rates If required; 3. This council hereby authorizes and directs the officers of the [name of entity] to prepare all documents and to take all steps necessary to permit this council to authorize, Issue, and sell such bonds and levy rates for their repayment. d. This resolution shall become effective immediately upon Its passage and approval. PASSED BY THE [name of board] AND APPROVED BY THE [pr i nc i pa I officer of the entity] on . APPROVED: ATTEST: The motion for adoption of the fore Ing resolution was duly seconded by [title and name and upon vote being taken thereon, the following voted in favor of the resolution: and the following voted against the resolution: Whereupon the resolution was declared passed and adopted. rv^ MODEL BOND PURCHASE AGREEMENT Municipalities DEPARTMENT OF NATURAL RESOURCES AND CONSERVATION WATER RESOURCES DIVISION BOND PURCHASE AGREEMENT TABLE OF CONTENTS SECTION NUMBER TITLE PAGE NO. Section 1 Purchase of Bond 1 Section 2 Repayment, Interest Rate, and Fees 1 Section 3 Term 2 Section 4 Source of Funds 2 Section 5 Scope of Work 2 Section 5 Responsibilities 2 Section 7 Construction Services and Professional Services Procurement 2 Section 8 Access for Inspection and Monitoring 2 Section 9 Funds Disbursement 3 Section 10 Reporting, Record Keeping and Audits 6 Section 11 Property Insurance 8 Section 12 Liability Insurance and Insured Bonds g Section 13 Worker's Compensation Insurance 9 Section 14 Leval Requirements g Section 15 Public information and Ownership of Products 10 Section lb Tangible property 10 Section 17 Liaison 10 Section 18 Discrimination 11 Section 19 Assignments 11 Section 20 Modifications 12 Section 21 Indemnity and Liability 12 Section 22 SeverabiIIty 12 Section 23 Termination 12 Section 24 Montana Law and Venue 13 Section 25 Authorized Signatures 13 Section 26 Bond Resolution Prevails 13 Section 27 Authorization 13 DEPARTMENT OF NATURAL RESOURCES AND CONSERVATION WATER RESOURCES DIVISION BOND PURCHASE AGREEMENT" THIS AGREEMENT is made and entered into by and between the Montana Department of Natural Resources and Conservation (the "Department") and the (S onsor's Name) (the "Project Sponsor") on (Date) WHEREAS, the Department of Natural Resources and Conservation of the State of Montana Is authorized by 1983 Montana Laws Chapter 705 and 1985 Montana Laws Chapter 717 to make a loan In the amount of to the Project Sponsor in order to construct the (Name of Project) WHEREAS, on (Date) the Project Sponsor adopted a resolution (the "Bond Resolution") authorizing the Issuance and sale of the (Amount) (Name of Bond) (the "Bond"); and WHEREAS, the Department is willing under the terms and conditions set forth In this Agreement to purchase the Bond from the Project Sponsor; The Department and the Project Sponsor, in consideration of the mutual convenants contained in this Agreement, HEREBY AGREE as follows: SECTION 1 . PURCHASE OF BOND: The Department agrees to purchase the entire (Amount) principal amount of the Bond frcm the Project Sponsor at par value. SECTION 2. REPAYMENT 1NTE:REST RATE, AND FEES: The Project Sponsor agrees to repay the Evan over , years In consecutive semiannual Installments as described In the Bond Resolution. The Bond shall bear interest at a rate of percent per annum on the unpaid balance payable In semiannual Installments on the unpaid balance commencing on (Date) The Project Sponsor will pay to the Department on the Date of Closing, out of the proceeds of the sale of the Bonds, a loan origination fee equal to percent of the face amount of the Bonds to recover the casts which have been Incurred by the Department In obtaining the funds with which to purchase the Bonds. The origination fee Is r SECTION 3. TERM: As it applles to loan funds the term of this Agreement shall be from to unless otherwise terminated pursuant to the section entitled "Termination" of this Agreement. SECTION a. SOURCE OF FUNDS: Funds for the purchase of the Project Sponsor's bond for this project or activity are being made available by the State through the Department's Coal Severance Tax Bond program as provided under Title 17, Chapter 5, Parts 701 through 719, MCA, or the Renewable Resource development Program as provided under Title 90, Chapter 2, Part 1 , MCA. SECTION 5. SCOPE OF WORK: —Tp 15 S -rr 0, J w I+ ,�- i �J c.+_L. r� A -5 4 L-L-a(A) i ro C1 : C �� A 'P C.F-L Tom`T-C 4 r) 0 P- -71J F�Z i A 5 5 •�� G '�a %)Ci G-�-- A .5 -p��W R�---7T J tit Zr- n�.1 '? 4 .S -TW «J r rJ Ct A te -r-- O 1D -1-'4 z35, [ 1-73 , - -5d L ITT! b of 5� 61 2 T7/�S N'�- ' /A)S(A4A 77 0,-) . SECTION 6. RESPONSIBILITIES: The Project Sponsor has the primary responsibility for directing and supervising the performance of all activities carried out under the terms of this Agreement. SECTION 7. CONSTRUCTION SERVICES AND PROFESSIONAL SERVICES PROCUREMENT: The Project Sponsor is required to adhere to Department policies described in Department documents titled "Construction Guidelines" and "Professional Services Procurement" and dated October, 1985. These guidelines have been provided to the Project Sponsor, and are Incorporated herein by reference. SECTION 8. ACCESS FOR INSPECTION AND MONITORING: The Project Sponsor shall grant the Project Inspector, Project Engineer, and the Department and Its agents access at all reasonable times to the project site and all records pertaining to It to carry out the monitoring and Inspection program described 2 nnnwn..n....n.s...r.w.+rr. .n....y.....n...,nm...xr�r.i.M..urn.... .... In this Agreement and the guidelines described In Section 7 of this Agreement. Projects sponsored by a public body shall also be available for public access to the project site or system while ensuring public safety, at such dates and for such periods of time as mutually agreed to by the Project Sponsor and the Department during and following the term of this Agreement. SECTION 9. FUNDS DISBURSEMENT: The Department shall disburse funds for the purchase of the project Sponsorts bonds and collect repayment on the bond funds In accordance with the terms and conditions set forth within the scope of work and as further described within this Agreement. Total bond proceeds made available to the Project Sponsor by the Department under this Agreement shall not exceed Unless otherwise described In this Agreement, bond proceeds will be disbursed by the following procedure: A) Disbursals for Current Project Costs Net bond proceeds will be credited to an account or accounts with a financial institution(s) selected by the Project Sponsor and approved by the Department. A check for the bond proceeds will be made payable to the Project Sponsor and the financial institution selected by the Project Sponsor, requiring endorsement by an authorized official of both the Project Sponsor and the financial Institution. Disbursals for current project costs will be from the Construction Account as provided for In the Bond Resolution adopted by the (Pr o,ject Sponsor) on (Date) The Project Sponsor Is responsible for receipt of contractor billings and for providing proper payment. Disbursal for project costs other than debt service may be made from the Construction Account from time to time provided: ( l ) that such payments are due and owing, are proper charges against the Construction Account, and have not previously been paid; (2) that the Project Sponsor Is not aware of any lien or claim affecting the right of the payees to receive such payments; and (3) that sufficient 3 AA;AWa.MvrQ'rY••n.wuwawx.+w•wrw�w.rwlmw.i.•nr nip.xv+.v.:.rrwnxn.wrxrrnxx•.....v........................iiw:......r.....x.•..x.......r.v..:.r..:..i..e r ..«.•,...x................................................................................................... .. Y • Y moneys remain available to complete the Project; and (4) that the Project Sponsor has submitted to the Department Vendor Invoices or other payment reporting form provided by the Department (containing the Information required In this Section) which, taken In conjuction, cover the entire period from the Date of Closing through the end of the last full calendar month preceding the date of payment. A Vendor Invoice or other payment repotting form provided by the Department signed by two authorized officials of the Project Sponsor shall be submitted to the Department each month containing the following Information: ( 1 ) a unique number assigned to the Vendor Invoice; (2) the period of time covered by the Vendor Invoice; (3) the name of the person or entity to whom a payment for project costs was made from the Construction Account during the period which may include the Project Sponsor if the Project Sponsor had previously paid project costs from other funds; (4) the amount or amounts to be paid; (5) a short description of the nature and purpose of the project cost(s) for which payment was made. Each Vender Invoice must be accompanied by a Certificate of inspection and Construction Progress as described In the Department's "Construction Guldeiines" and a Statement of Accuracy and Financial Condition signed by two authorized officials of the Project Sponsor which states the following: (1 ) that obligations in the stated amounts have been Incurred by the Project Sponsor and are presently due and payable (or have already been paid by the Project Sponsor) and that each Item thereof Is a proper charge against the Construction Account and has not previously been paid from such Account; (2) that the Project Sponsor Is not aware of any lien or attachment upon the Project, or of any claim affecting the right of the persons named in the Request for Payment to receive payment of the amounts set forth In 4 .'3 -:t: ...... .................... ........ .......... the Request for Payment, which has not been released or will not be released simultaneously with payment of such obligation, other than materialmen' s or mechanic's liens accruing by operation of law; (3) that the money remaining on deposit in the Construction Account, together with other moneys available or to be available for the Project will be sufficient to complete the Project. The Project Sponsor may, but shall not be required to, make any such payment If It has received notice of any lien, right to lien, or attachment upon the Project or the System, or notice of any claim affecting the right of the persons named In the Vendor Invoice to receive payment, which has not been released or will not be released simultaneously with such payment, unless after such payment has been made there shall be sufficient funds available In the Construction Account to satisfy such lien, right to lien, attachment, or claim, In which case payment by the Project Sponsor or its agent or assign Is mandatory. All payments made from the Construction Account pursuant to a Vendor Invoice as provided In this subsection shall be presumed to be made properly, and the Department shall not be required to see the application of any payments made from the Construction Account or to Inquire Into the purposes for which withdrawals are being made from the Construction Account, The Department may with the consent of the Project Sponsor assign Its duties under this section of the Agreement to an agent. B) Other Disbursal Provisions Project Sponsor's travel and per diem expenses charged shall not exceed the rates paid by the State of Montana to Its employees. These rates will be provided to the Project Sponsor when appropriate. These and all project costs submitted for payment from the Construction Account and grant funds must be clearly and accurately documented as described In this section. 5 SEg[JON - 10. ,-.- RgEgRT I NG, RECORD KEF,P ING AND AUDITS: To assist the Department with monitoring all aspects of the project, the Project Sponsor shall prepare the following reports. A) From Data of Closing until construction Is complete, accepted and paid for, a Quarterly Report shall be flied within 30 days of the closing of each quarter. The Quarterly Report shall Include: (1 ) a narrative status report on each phase of the project Included In the Scope of Work which describes progress to date; both work completed and work underway; (2) a financial statement which lists in detail the Income and expenditures for the project, separating capital expenditures from operating expenses; (3) a budget report which lists all project expenditures In the budget categories In the approved budget, expenditures paid by the Department, those paid by other financial sponsors of the project, and a percentage completion for each subcategory In the approved budget; (4) financial Information may be provided on a single form or on forms provided by the Department. 8) Final Project Reports shall be submitted to the Department within 2 months of the completion of the project or with the final Quarterly Report. The Final Report shall include: ( 1 ) a narrative report describing the completed project and findings; (2) a complete financial statement for the project; (3) a complete accounting of all the funds maintained for the project; (4) a statement from the Project Engineer that the project was completed according to all the specifications In the Scope of Work; (5) a certification by the Project Sponsor that the project compiled fully with the provisions of this Agreement. 6 .......... ..'.:_. ' _.,.. _ .. .,., ., r ,.,,.w., .„„__. ,,...,,...,,.. ......... ................. ....,.. ........... C) For the term of this Agreement as it applies to loan funds an Annual Financial Report shall be prepared and submitted to the Department within 120 days after the close of each fiscal year or with the 4th Quarterly Report during the construction period. The correctness and completeness of such report shall be certified by the Treasurer and the report shell include at least the following; ( 1 ) a year and financial statement which € ists In detail the Income and expenditures of the project for the fiscal year, separating capital and operating expenditures; (2) if relevent, the number of premises connected to the project at the end of the fiscal year, appropriately categorized by type and/or quantity of use; (3) the amount on hand In each account of the Project Fund at the end of the fiscal year; (4) a list of the insurance policies and fidelity bonds applicable to the ; PP project or the Project Fund In farce j at the end of the fiscal year, showing as to each the dollar limits, the risks covered, the name of the Insurer or surety, and the expiration date of the policy or bond; and (5) a certification that, based upon the information disclosed In a report, the Project Sponsor Is In full compiiance with all of the covenants and conditions of this resolution, or a summary of the respects in which the report discloses any non-comp€ lance with this resolution, together with a full explanation thereof and recommendations for any changes or actions that may be necessary or desireable to cure such non-compilance. The original or a duly certified copy of such financial report shall be promptly delivered to QNRC or Its assigns and to any trustee for the Bondholders. In so far as the Annual Financial Statement submitted to the Local Government Services Bureau of the Department of Commerce meets the requirements of the Annual Financial Report that Statement may be submitted to most those requirements. 7 W:a .. .,,...,__._........... .. The Project Sponsor will cause proper and adequate books of record and account to be kept showing complete and correct entries of all receipts, disbursements and other transactions relating to the Project. The resulting records and Information shall be kept and maintained by the Project Sponsor throughout the term of this Agreement. The Project Sponsor agrees that the Department, the Office of the Legislative Auditor, or Local Government Services Division, Department of Commerce may, at any reasonable time, audit all records, reports, and other documents which the Project Sponsor maintains under or In the course of this Agreement to ensure compliance with this Agreement. In addition, the Department may require, with reasonable notice, the Project Sponsor to submit to an audit by a Cortlf led Public Accountant or other person acceptable to the Department, paid for by the Project Sponsor. If the project Is audited by another federal or state agency, this audit may meet the conditions of this Agreement. SECTION 11 . PROPERTY INSURANCE: The Project Sponsor will cause all buildings, properties, fixtures, and equipment constituting part of the project to be kept Insured for the term of this Agreement as it applies to loan funds with a reputable insurance carrier or carriers qual if led under the laws of Montana, in such amounts as are ordinarily carried, against loss or damage by fire, explosion, and such other hazards or risks as are ordinarily Insured against by public utilities owning and operating properties of a similar character and size. The Department shall be named as an insured party. The proceeds of all such insurance shall be available for the repair, replacement, and reconstruction of damaged or destroyed property, and, until paid out In making good such loss or damage, are pledged as security for the Bonds. All Insurance proceeds received In excess of amounts required for restoration of the loss or damage compensated thereby shall be and become part of the revenues appropriated and pledged to the Project Fund. if for any reason the Insurance proceeds are Insufficient for the repair, replacement, and reconstruction of the insured property, the Project Sponsor shall supply the deficiency from revenues on hand in the Construction Account; and if such deficiency results from breach of the covenant of this section It will be supplied from any other available Project Sponsor funds. 8 „rG,(dflrwr;; ai„ - .rGwua:irrNifM...rw.'u:an+nw:+.xa.Awls.+n.`:....,.an,w•Www.......:..._...�,...,.i........__........... . .... , SEE ION 12. LiABILI Y INSURANCE AND INSURED BONDS: The Project Sponsor will carry insurance against liability of the Project Sponsor and Its agents and employees for injuries ( Including death) to persons and damage to property resulting from all construction, operation, maintenance or Improvement of the project for the term of this Agreement as it applies to loan funds, In amounts not less than $300,000 per person and $1 ,000,000 per occurrence. The Project Sponsor also will cause all persons handling money and other assets of the Project Fund to be bonded adequately for the faithful performance of their duties, and to account for and to pay over such money and assets to the Project Sponsor. All amounts received under such insurance and bonds shall be applied to the loss or damage covered thereby. SECTION 13. WORKER'S COMPENSATION INSURANCE: I t I s mutua I I y agreed th at the Project Sponsor Is an Independent Contractor and Is not an employee of the State of Montana nor of the Department and is not covered by the Workers' Compensation laws applicable to the Department as employer. It Is agreed that Project Sponsor must acquire Workers' Compensation coverage or the appropriate exemption until such time as the project is complete and the Final Project Report has been submitted to the Department. The Project Sponsor►s failure or the failure of its contractors to continue Workers' Ccmpensation coverage or an approved exemption throughout the construction period shall automatically void this Agreement as It so applies. Project Sponsor wlII not undertake to provide any of the services defined In Section 5, Scope of Work, until such time that proof of Workers' Compensation coverage or of an approved exemption has been submitted to the Department and has been attached to this Contract. SECTION 14. LEGAL REgUIREMENTS : It Is the responsibility of the Project Sponsor to perform the services required In accordance with all federal , state and local laws and statutes and all applicable rules, regulations and standards established by the Board and the Department, including, but not limited to the applicable provisions of the Coal Severance Tax Bond program, 9 Title 17, Chapter 5, Parts 701-719, MICA, the Water Development Program, Title 85, Chapter 1 , Part 6 and the Renewable Resource Development Program, Title 90, Chapter 2, Part 1 , MCA, and the administrative rules adopted thereto. SECTION 15. PUBLIC INFORMATION AND OWNERSHIP OF PRODUCTS: All Information or findings resulting from the project or activity funded under this Agreement shall be made available to the public at the request of the Department. Upon completion of this Agreement, all Information, reports, data, records, documents, and materials generated by this Agreement, can be made available to the public by the Department, and the Project Sponsor hereby agrees to Indemnify and hold harmless the Department from the release of any Information, reports, data, records, documents, and materials provided by the Project Sponsor. SECTION 16. TANGIBLE PROPERTY: All equipment, supplies, and materials purchased or rented for use In completing this project shall be described In the bid package which is a supporting document to this Agreement. All equipment, supplies, and materials purchased with bond proceeds will remain the property of the Project Sponsor. SECT_ION17_.. _LIAISON: The Liaison representatives for the respective parties, to whom all communication concerning this Agreement shall be directed, are: loan and Grant Section Chief, Water Development Bureau, Water Resources Division, Department of Natural Resources and Conservation, Capitol Station, Helena, MT 59620, representing the Department, and or their successors, representing the Project Sponsor. A change of the lialson representatives) for either party will require a written notification of the change to the other party within 15 days of the effective date of the change. ., 10 . w. .,n.",m.`:T«v;+..➢.:.0.:!+.,n...,«..,w.ru..w... ........ ..:.. r ',...,..... r . .,r.„rn,r—.nwxrw w-a^saa^:m�cou::�rwc "—^>c�saasuww A,,,rwwsuw,ad...,. <„M ...r .... ..,. ,... ...,..,,,.......,..,.,.a .. ..�,......... SgCTION 18, DISCRIMINATION-. Any hiring of employees under this Agreement by the Project Sponsor shall be on the basis of mer i t and qualification, and there shall be no discrimination In such hiring on the basis of race, color, religious creed, political Ideas, sex, age, marital status, physical or mental handicap, national origin or ancestry. As used herein, "qualification$" means qualifications that are generally related to competent performance of the particular occupational task. SECTION 19. ASSIGNMENTS: Both parties to this Agreement mutually agree to the following: The Department shall have the right and authority to transfer or assign its Interest, rights, and duties In this Agreement In whole or In part without prior consent of the Project Sponsor. The Department will notify the Project Sponsor of such Intent to transfer at least fifteen (15) days before Implementing such transfer or assignment. Such transfer or assignment will not alter the terms of this Agreement or the responsibilities of the Project Sponsor. The Project Sponsor shall not have the right or authority to transfer or assign this Agreement or Its responsibiiitles under this Agreement unless prior- agreement has been stipulated herein or future amendment Is agreed to by both the Department and the Project Sponsor. z, Nothing In this section shall prevent the Project Sponsor from pledging its rights under this Agreement as security for payment In order to procure the services of necessary subcontractor to complete the project in accordance with this Agreement. 31 r ,,... ..... ... ............ .. .. SECTION 20. MODIFICAT'IONS: No letter, telegram, or other communication passing between the parties to the Agreement concerning any matter during this contract period shall be deemed a part of this Agreement unless It Is distinctly stated in such letter, telegram or communications that it Is to constitute part of this Agreement, and such letter, telegram, or communication Is attached as an Appendix to this Agreement and Is signed by the authorized representative of each of the parties to this Agreement. SECTION 21 . INDEMNITY AND LIABILITY: The Project Sponsor shaII IndemnIfy and hold harmless the Department and the State of Montana and Its agents from and against any and all claims, demands, or actions from damages to property or Injury to persons or other damages to persons or entities arising out of or resulting from the performance of this Agreement, or the results of this Agreement, provided such damage to property or injury to persons is due, In whole or in part, to the omission, and negligent act of the Project Sponsor or any of its employees, or any contractor or subcontractor or their employees. SECTION 22. SEVERABIL ITY: It Is understood and agreed by the parties hereto that if any term or provision of this Agreement is by the courts held to be Illegal or In conflict with any Montana law, the validity of the rema€ning terms and provisions shall not be affected, and the rights and obligations of the parties shall be construed and enforced as If this Agreement did not contain the particular term or provision held to be Invalid. SECTION 23. TERMINATION: Except as otherwise provided In this section, either party may terminate this Agreement for failure of the other party to perform any of the services, duties, or conditions contained In this Agreement after giving thirty (30) days written notice by registered mail or personal delivery to the other party. The written notice must demand performance of the stated failure within a specified time period of not less than thirty (30) days. If the demanded performance is not completed within the specified time period, the termination is effective at the end of that specified time period. However, once the bond Is purchased by the Department, the Project 12 't, G,..:a6M+5al�jyy,*WKAr'exwidnrtiuob3.•♦•w + .... H„ ......,,, v, w, .. .,. .»w.,..»,...,, .. ., .,...,„, . .....,. „,..., .....",ldL.ex Yip nd AbViwYAw i.:e.o• 'qu"'Mlvx.dJ.fx ,.,b•r..m/.i. .,. , "r,w..... r• .. '..,1i..•yr,ln.urlrLiidNiAINYIiMM.wnw'ai1 r.ed rnw+w..rrT•il. ..,,ir..erxw.ee:e, 1.is r.»w.•..»«rl,.e, . A 1 Sponsor will continue to be responsible for repayment of the debt associated with the bond described herein. In the event of default by the Project Sponsor, no termination or other such action by the Department shall waive any of its rights or remedy provided by law, ordinance or resolution for any such default. SECTION 24, MON'ITANA LAW AND VENUE: The parties agree that any action at law, suit in equity, or judicial proceeding for the enforcement of this Agreement or any provision thereof shall be Instituted only In the courts of the State of Montana, and it is mutually agreed that this Agreement shall be governed by the laws of the State of Montana, both as to Interpretation and performance. In the event of , litigation concerning the terms of this Agreement, venue shall be in the First Judicial District In and for the County of Lewis and Clark, Montana. SECTION 25. AUTHORIZED SIGNATURES: The Project Sponsor shall provide to the Department certlfled signatures of two officials, one of whom shall be the official responsible for maintaining the records and accounts of the Project Sponsor, authorized to sign any checks or warrants required by this Agreement and other documents or reports required herein. " SECTION 26. BOND RESOLUTION PREVAILS: The Project Sponsor has agreed to be bound by all the covenants and conditions set forth In the Bond Resolution adopted at Its meeting on which Resolution by this reference is Incorporated herein. In the event of inconsistencies between the terms In the Resolution and the terms In this Agreement, the Resolution shall prevail . No amendment of such resolution may be made except as provided In such resolution. Sj SECTION 27. AUTNQRIZATION: This Agreement consists of _ pages. The originals are to be retained by the Department. A copy of the original has the same force and effect for all purposes as the original . 13 .. %Wns+wWtlMtm!'.w:MNWCti,wr.,U..y'W:rNr'r.v .. '•r"'wv.. WMA" ,Mir.:�+nChNmV1161N4AYM11wYwnniWOIMAWw�nw:iiti'nnbwwu nu.i.M4H:�uri .v. ..�. .. . ...�r;�....n IA r ' .. ....'M1'•+'MwSaVI�xrMwJ:la.YwwwAYrrM1n4.Alrnwnn7rwA..0.....a.u«n.:...«.:.... r This Agreement shall become effective upon signature of the Project Sponsor indicating acceptance and agreement to the Agreements, terms and conditions. I (We) dec i arer that I (ate) are legally capable of and authorized to enter Into this binding contractual agreement for the purpose of securing bond purchase proceeds and/or a grant from the Department of Natural Resources and Conservation to be administered according to the terms and conditions of 'phis Agreement and other associated documents. I (We) also declare that the information and statements used to obtain approval of 'these funds were accurate and complete to the best of my (our) knowledge. By: (Title of Signator) Date Attest By: (Title of Signator) Date (SEAL) By: Authorized by the Department Title Date of Natural Resources and Conservation Capitol Station Helena, MT 59620 14 iW`4•i:SJ:'.l�➢6Mi4M.:&M:fJNATIAWUI:'1iK1Yvr:.:.:,::..y;....li::..a.::..wr..�rrl nunawuurilrM.w.n.:_:.:. :.'�L:::::w.w�ilAiluwdMh}N+r'tlrv.t..lr'.uM.:r. y.••...J............}'....1.......... rAMnxtrw.nw+4rgOXMwMW:.xyn•e:wnrAeoxw.4rnurwN«..nny„n ..�•.irll:Ml\�...y r�.i.f.«r.nN..r..r�n If you have any questions concerning either of these documents# please call me at 444-6668. Good luck with the project and I look forward to working with you. Sincerely, AA. Wermers al Project Engineer Water Development Bureau GAW amh Enclosure CC-. Ph i I For be s a ry M N STATE OF MONTANA, CERTIFICATE AS TO ORGANIZATION }� AND FINANCIAL CONDITION OF COUNTY OF } CITY OF We, the undersi.gned, being the duly qualified and acting Clerk and Treasurer, respectively, of the City o �. in the County and Mate afrrresai.d, and as such having custody of and access to the books and records of the City relating to the matters hereinafter stated, hereby certify that, as appears by such books and records and as known to us, the f011Owi.ng statements are true and correct : ' 2' . Said city has been a duly o,�gani zed city or town for more than -- years and is now governed by the general laws of the State relating to cities of the Class, operating under the . . _ form of government. Its pOpu;l_,atlonp according to the 1980 United ,Mates Census, was .._ �M� �._. . . _� and its estimated population is There are in said City approximately �._.� registered voters, of whom approximately appear upon the .last preceding assessment rolls for state and County taxes as ta,ypayers upon property in said municipality. 2. The territory included within its boundaries lies wholly in the County of , except . and comprises approximately acres. Said City is divided into wards, each of which constitutes a single election precinct, except as follows: • s Ward Number Number of Premcincts i 3. The City is governed by a and . The followiRg named persons hold the offices set opposite their names and for the terms stated below: Name Office Term Begin 'Term Fads 19 19 19 x 19 , 19 x 19 r 19 v 19 a 19 19 0 . 19 19 19 r 19 a 1nn9 I 19 , 19 0 19 x 19 i 4 . Under the by-laws and ordinances of said City, regular meetings of the City �._ .�. are held on the of each . �., .�.� ... at o'clock .�n. , and notice of special meeting, is required to be given (orally)* (in writing) to all members ( � days)* (_ .r. hours) in advance. 5 . The following are all of the newspapers published in the City and the days of their publication -, Name Days of Publication 6. The City (has)* ( has note. ) by ordinance and Pursuant to Sections 7-6- 4413, 7-G-4423, PICA, provided fvr the levy, collection, and eValization of municipal taxes by the City. ( if such ordinance has not been adopted, paragraph 6.1 may be deleted but the information requested therein njustw be provided by the County Treasurer of the Country in which the City is located. „ 6 . 1 The assessment books showing the value of the , taxable property in the City as ascertained by the last assessment for State and County taxes previous to the date hereof, as corrected pursuant to actions of the Department of ` Revenue in the year 19 are kept and maintained in our ial a � office or ofEiccs and show the full cash value and the taxable or assessed value of sai,+d property as follows .- Market Value Assessed or Taxable 'Value Real. Property Personal property 7. The total outstanding indebtedness of'' said City (as of 1� )* (ors the date hereof) and the cash assets of said city were as follows: 7 .1 OUTSTANDING BONDS: ( list each issue separately) I�itexest Date of Years of Interest Payment Amount yIssue purpose Maturities Rate Dates outstand'rnq 7. 2 Of the outstanding bonds listed in 7e1, the following were issued pursuant to vote of the taxpayers affected thereby for the purpose of constructing a sewerage system or procuring a water - supply or constructing or acquiring a water system fox- the City, which water supply or system is owned and controlled by the City and the revenues from which are devoted to the payment of such debt, or which bonds were issued to refund such water or sewer bonds, Viz . : -4- ' k 4- 5 Date of Issue Purpose 1 7 . 3 Of the outstanding bonds listed in 7, 1 the following are payable only from revenues of the system or undertaking wrath respect to which they were issued: Date of issue Purpose 7 . 4 As of _--- Jr 19 ', the City had can hand cash appropriated to payment of the principal of and interest on bonds described in 7.1 as follows; —5� .1 Date of Issue tr ose Amount of Cash 7. 5 The City maintains the following general fends (exclusive of those maintained for payment of principal of and interest on bonds) and had cash therein and outstanding unpaid warrants or carders drawn thereon as follows : Name of Fund Cash on H aDd War rants •Outstand w 7.6 The City had outstanding special i..mprovament bonds or warrants, and had funds on hand for payment thereof, as follows; 6- t Nature of Improvement Amount Outstandi�ng� Cash on Hand 7. 7 The-City load no other general or special indebtedness of any kind and no other cash or similar assets ,except as follows : Descxipt),can Amount of Obla.aati.vn Amount of Asset 8. There is no litigation threatened or pending questioning the organization boundaries of said city or the -7- f right of any of the above-named personas to their respective offices or questioning the right and grower of the City and its officers to issue bonds for any purpose or to levy, collect, and apply taxes or other revenue; for the payment of any bonds of the City. 9. The seal affixed below is the official ,corporate' seal of said City. WITNESS our hands and the seal, of said City this ray of 19_. µ. City Clerk r w City Treasurer Sanderson/Stewart/Gaston A Engineering, Inc. �s June 2 , 1988 W.O. #k86-511 Dick Holmes Director of Public Works P .U. Box 640 Bozeman , MZ' 59715 RE: Water System Improvements Lyman Creek, Bozeman, MI, Dear. Dick : We.. are in receipt of approval letters from both the Department of Natural Resource and Conservation (DNRC ) and the Montana State Department of Health and Environmental Science ( DHES ) on the above referenced project ' s plans and specifications . The only thing needed to complete the requirement for the DNRC is to have the City pass a resolution stating that the City of Bozeman will construct all three phases of this project in a reasonable timer . ( In review oC this project : Phase 1 - reservoir cover , Phase II - pipe line conveyance system, Phase III - enclosed spring box. ) As you will recall , our design did not include Phase III due to lack of available funds . Our engineering contract, however, does include work on Phase Ill , If given the go-ahead by the City, we could include this portion of the project in our construction documents to determine the cost of such improvements . The other alternate would be to proceed with the project as originally discussed and at least cover the existing reservoir and build as much pipe line as possible for the monies available . I feel we can get a very competitive bid at this time and possibly build most of the needed pipe lane, leaving only the spring box to add at a later date . Consulting Engineers and Land Surveyors Billings office: Sheridan office: Bozeman office: Suite 200 Creekside 45 East Loucks - Suite 301 2010 North 7th - Suite B 1001 South 24th Street West Sheridan, Wyoming 82801 RO, Box 861 Billings, Montana 59102-3091 307-674-4224 Bozeman, Montana 59715-0861 406.656-52.55 406-586-0586 llolmes 1988 June 2 ► page Two be a good time to schedule a discussed earlier. , it may review the status Of this As we and/or commission to meeting with staff available alternates • project and all of the await= your direction on this project. I Si rely Gerald G asto ► V GG/ry DEPARTMENT OF NATURAL RESOURCES AND CONSERVATION �v TED SCHWINDEN,G3OVERNOR P �• 1520 EAST SIXTH AVENUE �, ►�� : ) STATE OF MONTANA DIMECTOR'S OFFICE 4UO 444-6699 e i ( ) fdF.f.haJA,MONTANA 596202301 April 29, 1988 Mr. Phil For be s, City Engineer City of Bozeman P.O. Box 640 Bozeman, Mi' 59715 RE: Lyman Creek Water System Improvements for the City of Bozeman Dear Mr. Forbes : The plans, specifications, and bid documents for the Lyman Creek Water System Improvements for the City of Bozeman have been received and reviewed by the Montana Department of Natural Resources and Conservation (DNRC) . In accordance with the Water Development Program requirements, the DNRC hereby approves the plans, specifications, and bid documents for the above referenced project, contingent upon submission of addenda or explanation satisfying the following comments: (1) Section 7-5-4302, MCA, requires municipalities to advertise for bids in the official newspaper of the city once each week for 2 consecutive weeks, and the second publ ication shal I be made not I ess than 5 days or more than 12 days before the consideration of bids. Please make sure that these advertising requirements are met. PI ease address. (2) Section 18-1-102, MCA, requires the State of Montana, in awarding public contracts, to award such contract to the lowest responsible bidder who Is a resident of the State of Montana and whose bid Is not more than 3% higher than that of the lowest responsible bidder, who Is a non-resident of this state. This state law should be Included In the bid documents and followed. Please address. (3) Section 15-50-206 , MCA, requires that the state, county, city, or any agency or department thereof, for whom the contractor is performing public work shal I withhold, in addition to other amounts withheld as provided by law, 1% of all payments due the contractor and shall transmit such monies to the Department of Revenue. This state I aw should have been Included In the bid package. P i ea se address. (4) Section 37-71-203 , MCA, requires that all bids and proposals for the construction of any public contract project subject to the provisions of this chapter shal I contain a statement showing that the bidder or CENTRALIZED SERVICES CONSERVATION DISTRICTS ENERGY OIL AND GAS WATER RESOURCES DIVISION DIVISION DIVISION DIVISION DIVISION (406)444.6700 (406)444.6667 (40G1444 6697 (4061444-6675 (4061444.6637 Mr. Ph i I For be s April 29, 1988 Page 2 contractor Is duly and regularly licensed thereunder. This state law should be discussed in the INFORMATION FORBIDDERS and a Montana contractor' s license required. Please address. (5) The Water Development Program follows a Bureau Policy that requires contractors conducting work on projects financed by State funds to carry I iabil ity Insurance of the same limits the State Is required to carry. These limits are $750,000 for each claim and $1,500,000 for each occurrence. Please make the contractor aware of these limits. Please address. (6) Sheet 2 of Plans; The 611 1 Ine from the Inlet Control Structure enters the reservoir on the far side of the Ply Curtain Baffle. This seems to defeat the purpose of the PE Curtain Baffle and allows the water to short circuit and not travel the full length of the basin, Please address. (7) Sheet 2 of Plans: A portion of the existing fence Just to the east of the new ch I or i ne building Is shown as removed on Sheet 3 of the Plans and not shorn removed on Sheet 2 of the Plans. Please address. (8) Sheet 4 of Plans; What I s the purpose of the 12" steel I I ne com I ng out of the bypass structure and ty Ing into the mat nl i ne to town? Please address. (9) Sheet 6 of Plans: How does the reservoir outlet control structure work? Please address. ( 10) Sheet 8 of Plans: What Is the purpose of the bentonite/sot i cut-off wall ? Please address. ( 1 1) Sheet 9 of Plans- The note for Station 0+00 should reference Sheet 8 of 14 for detail Instead of Sheet 7 of 12 as shown. Please make the appropriate change. ( 12) Sheet 9 of Plans: Should a horizontal bend be denoted at Sta. 8 + 96? Please address and make the appropriate change. ( 13) Sheet 9 of Plans: Should the vertical bends at Ste. 9 + 20 and 10 + 00 be denoted? Please address. ( 14) Sheet 10 of Plans-, What w i I I be done with the existing Inlet and reservoir on Lyman Creek? Please address. Mr. Ph i I Forbes April 29, 1988 Pa ge 3 ( 15) Sheet 11 of Plans The horizontal bend at Sta. 38 + 37 should be more than 11-1/4 degrees as IIsted. Please address and make the appropriate change. Please provide this off ice with a response to the bid document and plans and specifications questions discussed above. The Water Qual Ity Bureau of the Department of Health and Environmental Sciences must al so approve the project plans and specifications before bids are advertised. It I s our understandl ng f rom your I oan appi ication that th 1 s project I s Intended to el lminate surface water contaminants including giardia. As such the legislature adopted contingency requirements aimed at adherence to the initial protect purpose and Intent. To Insure that the Department' s loan conti ngencl es are met, the City of. Bo;Neman w 111 be redal r$d...„t.C)...a.dopt: ... ,e resolution stating that thy.i Ity w it I construct al i 3, phases of the project In a reason& ie"time to completely l..iminate the confaminatlon #hroafi of 91ardIa. Tli`e 3""phases of the proposed project, on as I I steel I n the I oan appi Icatl are: Phase I - constructlon of a cover over the storage reservoir; Phase II - extending the pipe conveyance system upstream to the springs; and Phase iII - construction of an enclosed spring box. This resoi utlon w li 1 have to be passed and signed by the City prior to the signing of the Bond Purchase agreement with the Department. The Department al so suggests that the City may want to consl der hav ing the complete system (al 13 phases) desf fined and bid as an alternative to the Improvements that have already been proposed. This would give the City a good Idea of what the total system improvements woul d cost and w I th the competi t Ive bidding the costs to construct the complete project may be substantially less than the engineer' s estimates and worth pursuing. Enclosed Is a "Supporting Documents Checklist and Department Approval Requirements for Municipal Sponsors" which describes the documents the Department needs to f finance the City of Bozeman' s proposed project and the time frames for submitting these documents. Also enclosed are the following specific documents which are Included in the above mentioned Checkl Ist ; (1) "Certificate as to Organization and Financial Condition of the City"; (2) 'construction Budget Form"; (3) "Certificate by Consulting Engineer".- and (4) "Resolution of Intent to Finance the Project by the Issuance and Sale of Bonds". This information will have to be submitted to and approved by the Department before the final Bond Purchase Agreement Is signed and funds are authorized for the proposed project. Mr. Phil For be s April 29, 1988 Page 4 Please keep this office informed on the project happenings. If you have any f urther questions, pl ease cal I me at 444-6668. Good luck with your bids and the project. Sincer JGego RaProjmc!tss er Engi veer Water Development Bureau GAV:mh Enclosures cc: Gerald M. Gaston; Sauderson, Stewart, Gaston; Bozeman We Nan Ei I ingson; Dorsey & Whitney; Missoula Dan Fraser; WQB/DHES Department of Natural Resources .and Conservation Water Development and CSTB Loan programs Supporting Documents Checklist and Department Approval Requirements Munclpal Sponsors The fol lowing I ist describes the documents which will support the design and contracting procedures for construction projects f inanced with DNRC loans as wel I as support the f I nancing and repayment capabilities of the sponsor. The documents are grouped in seven sections: CONSTRUCTION, INSURANCE.- PERM ITS/EASEMENTS, RATES, PROFESSIONAL SERVICES AND FUNDING DOCUMENTATION, { OUTSTANDING AND ADDITIONAL' BONDS, and CLOSING CERTIFICATES. The Submittal/Approval Schedule column states if Department approval Is required for a document and when the documents should be submitted to the Department. The schedule Is to assure sufficient time for .review and approval of the construction documents and financial information. Submittal times for other documents are coordinated with these submittals. The submittal times should be scheduled backward from the anticipated Closing Day. Determine a Closing Day when the construction. contracts are expected to be signed. Funds will be disbursed on Closing Day. (The Closing Day date and schedul Ing times can be adjusted from time to time as circumstances require. ) . Although the checklist is Intended as a schedu i Ing hel p for Project Sponsors, submitting a dopy to the Department with anticipated submittal dates will also help us better coordinate our efforts. DOCUMENT SUBMITTAL/APPROVAL SCHEDULE A. CONSTRUCT ION 1 . Engineering Agreement Submit prior to beginning final design and description of the If possible selection process DEPARTMENT REVIEW REQUIRED 2. Design report Before final design Is started If possible DEPARTMENT APPROVAL REQUIRED 3. Plans and specs f Icati ons Submit three months before closing or when plans are submitted to the Department of Health and Environmental Sciences (DHSS) 4. Final bid package with DHSS Submit two months before closing. approved plans and DEPARTMENT APPROVAL REQUIRED BEFORE specifications, DHSS approval ADVERTISING FOR BIDS letter, and engineer's cost estimate 5. Bid documentation: Submit approximately one month before a. Affidavit of .publlcation closing depending on advertisement b. Pl anhol ders List schedule. c. Bid Tabulation DEPARTMENT APPROVAL REQUIRED BEFORE BID IS AWARDED b. Award documentation; a. Bid Award letter from project sponsor b. Construction contract Submit within one week of closing with Insurance and bonding certi f Icati ons 7. Notice to Proceed letter Submit within one week of closing B. INSURANCE 1 . Property damage and personal If a system Is In place, submit one I Tab II ity coverage certifIca- month before closing. If a now tions system Is being constructed, permanent Insurance coverage should be secured when construction is complete and certification provided to the Department at that time. 2. Worker's compensation Submit one month before closing coverage or exemption certifications for engI neer/ Inspector and sponsor If sponsor Is performing any of the construction Work 3. Surety bond coverage Submit one month before closing certificatlon for person handl Ing finances for the city or town C. PERMITS/EASEMENTS 1 . Water use permit If required Subm It with bid package 2. Encroachment permits from Submit with bid package the Hig,iway Department If required 3. Land easements If required Subm It w Ith bid package 4. Title opinion and deed Submit with bid package for any land purchased for the project RATES 1 w Current rate ordinance and Submit as soon as possible after most current year-end financial decision to proceed with project statement for system being financed 2. PSG order approving rate Submit with bid package Increase if required 3. If lncree:e is required, Submit with bid package adopted rate resolution DEPARTMENT APPROVAL. REQUIRED Increasing rates effective no later than anticipated Day of Closing. Include Notice of Public Hearing of meeting when rate increase Is considered, copy of mailed notice and certification of city clerk that malted notice conpl les with statutory require- ments (69-7-111 , MCA),, certi f led copy cf minutes of publ is hearing, and certif led copy of minutes of meeting at which rates were adopted (Sponsors are reminded that rate increases must fol Iow statutory procedures In.69-77-101 through 69-7-121 , MCA. The process can take up to 2 months). E. PROFESSIONAL SERVICES BIND FUNDING DOCUMENTATION 10 Professional service Submit for review prior to agreements with attorney signature or other management DEPARTMENT REVIEW REQUIRED professionals to be retalned by contract and a description of the selection process 2. Grant contracts from any Submit signed as soon as possible other participants In the project such as CDBG 3. ' If sponsor Is contributing Submit as soon as possible cash copies of appropriate sections of the adopted budget or other evidence of f I rm funding Is required P • F. OUTSTANDING AND ADDITIONAL BONDS 1 . Outstanding band resolutions Submit as soon as possible for bonds being repaid from revenLoes of the system 2. Bond resolution for any Submit one month before closing additional bonds required ( it Is very Important that to complete financing for additional bonds be discussed the project with the Department as soon as possi bi e) DEPARTMENT APPROVAL REQUIRED 3. Sale documentation and Submit two weeks before closing purchase commitments for additional bonds G. a.,'OS ING DOCUMENTS AND CERTIFICATES Draft documents will be provided by the Department or Bond Counsel several months before closing. They will require fill-in Information from the Sponsor. The final versions will be prepared by Bond Counsel for signature on the Day of Closing. I . Certificate as to Submit f it led-in form 'tyro months Organization and before closi ng w I th f I nal bi d package Financial Condition 2. Signature, No L itigatlon and Submit f Il led-in form one month Arbitrage Certificate rt before closing 3. Affidavit as to Signatures Submit f it led-in form one month and Certificate of before closing Authenticity 4. Certif fed coples of Councl I Submit as generated Minutes at which slgniflcant actions were taken related to the bond purchase such as land purchases, engineering contracts approved, construction bids. MAIL SUPPORTING DOCUMENTS AND A MAIL ORIGINAL CLOSING DOCUI'4ENTS TO COPY OF CLOSING DOCUMENTS TO: BOND COUNSEL LISTED BELOW OR ANY OTHER BOND COUNSEL SELECTED BY THE PROJECT SPONSOR THAT HAS BEEN APFROVED BY DN RC: Department of Natural Resources Mae Nan Ellingson# Esq. and Conservation Dorsey A Whitney Water Development Bureau 310 First Interstate Plaza 1 520 East Sixth Avenue 127 East Front Street Helena, MT 59620-2301 Missoula, MT 59802 • '1 r. 1 STATE OF MONTANA ) CERTIFICATE AS TO ORGANIZATION ) ss AND FINANCIAL CONDITION OF COUNTY OF ) CITY OF We, the undersigned, being the duly qualified and acting Clerk and Treasurer, respectively, of the City i of , in the County and State aforesaid, and as such having custody of and access to the books and records of the City relating to the matters hereinafter stated, hereby certify that, as appears by such books and records and as known to us, the following statements are true and correct : 1. Said City has been a duly organized city or town for more than _ years and is now governed by the general laws of the State relating to cities of the class, operating under the farm of government. Its population, according to the 1980 United States Census, was and its estimated population is There are in said City approximately registered voters, of whom approximately � appear upon the .last preceding assessment rolls for. State and County ,taxes as taypayers upon property in said municipality. 2. The territory included within its boundaries lies wholly in the County of , 'except and comprises approximately acres . said City is divided into � wards, each of which constitutes a single election precinct, except as follows: Ward Number Number of Precincts 4 3. The City is governed by a and The following named persons hold the offices set opposite their names and for the terms stated below: Name Office Term Begin Term Ends r 19� r 19 , 19 r 19 , 19� 19 19 , 19 r 19 19 r 19 r 19 . r 19 , 19 19 19 r 19 r 19� r 19 , 19 r 19 19 r 19. r 19. -2- 4 . under the by-laws and ordinances of said city, regular meetings of the City are held on the of each at O ' clock _.m. , and notice of special meetings is required to be given (orally)* ( in writing) to all members ( days)* ( hours ) in advance. 5. The following are all of the newspapers published in the City and the days of their publication : Name Pa Zs of Publication 6. The City (has)* (has not ) by ordinance and pursuant to Sections 7-6-4413, 7-6-4423, MCA, provided for the levy, collection, and equalization of municipal taxes by the City. ( If such ordinance has not been adopted, paragraph 6 . 1 may be deleted but the information requested therein must be provided by the County Treasurer of the County in which the City is located. . 6 . 1 The assessment books showing the value of the . taxable property in the City as ascertained by the last assessment for State and County taxes previous to the date hereof, as corrected pursuant to actions of the Department of . Revenue in the year 19 , are kept and maintained in our { office or offices and show the full cash value and the taxable or assessed value of said property as follows : Market value Assessed or Taxable Value Real Property Personal Property 7. The total outstanding indebtedness of' said City ( as of , 19 )* (on the date hereof) and the cash assets of said City were as follows: 7 .1 OUTSTANDING BONDS: ( list each issue separately) Interest Date of Years of Interest Payment Amount Issue Puke Maturities Rate Dates Outstandln!j 7. 2 Of the outstanding bonds listed in 7. 1, the following were issued pursuant to vote of the taxpayers affected thereby for the purpose of constructing a sewerage system or procuring a water supply or constructing or acquiring a water system for the City, which water supply or system is owned and controlled by the City and the revenues from which are devoted to the payment of such debt, or which bonds were issued to refund such water or sewer bonds , viz . : -4- Date of issue purpose 7. 3 of the outstanding bonds listed in 7. 1 the following are payable 291.Y from revenues of the system or undertaking with respect to which they were issued: Date of Issue Purpose • 7 . 4 As of 19—P the City had on hand cash appropriated to payment of the principal of and interest on bonds described in 7. 1 as follows : ....,�.......... ...............,. ...,,,.,, .,,..,, ,..,,......................................... ...,,. ..,,._,.,._,...,,.,:.. ",,,,.,r„��,,,.s...,,.u.•........,.,.,,.��,.......,�,,.„•........,,,,,..s...,.•,.s a..;.,,,".,..�,.� ,,,., M • 1 Date of issue Puke Amount of Cash 7. 5 The City maintains the following general funds (exclusive of those maintained for payment of principal, of and interest on bonds) and had cash therein r and outstanding unpaid warrants or orders drawn thereon as follows : Name of Fund cash on Hand Warrants Outstanding 7. 6 The City had outstanding special improvement bonds or warrants, and had funds on hand for payment thereof, as follows: _g_ Nature of Improvement Amount Outstanding Cash on Hand i 7.7 The-City had no other general or special indebtedness of any kind and no other cash or similar assets .except as follows : Description Amount of Obligation Amount of Asset. 6. There is no litigation threatened or pending questioning the organization boundaries of said City or the -7- .. ..... . . . .. . .. . ...r r.n . u. .r... r.r u a.r. ..i. i•.. i Ii.rrs.ur li... r r.i rY.i..r.•.r n rN u wry.. i u. r rM1l y right of any of the above-named persons to their respective offices or questioning the right and power of the City and its officers to issue bonds for any purpose or to levy, collect, and apply taxes or other revenues for the payment of any bonds of the City. 9. The seal affixed below is the official .corporate' seal of said City. WITNESS our hands and the seal of said City this day of 19_. City Clerk City Treasurer -8- n................�.. ..,....�.....,.. ., .,,. ,....... ....... ...... ..... Y DEPARTMENT OF NATURAL RESOURCES AND CUNSERVATION GENERAL OBLIGATION BOND PROGRAM _ON.STi 1, } O,Jt=CT_BUDGET FQ DNRC* Non- Loan DNRC Sponsor Total I. �, NQ,,,� ApM I N I STRAT I ON A. Adm i n.f + Accountant - Local Attornov0 QQnd_Att Subtotal Personnel 4. Assoc I aced CQ5±1 such as office rent, office equipment, supplies, travel C1 . I,Q=-Origination Fee of 2% of loan amount C2. Daa _Adm Ill l 5trat l Qn Fee of loan amount D. Reserve to be funded from bond proceeds or sponsor TOTAL CONTRACT ADM I N 1 STRAT I ON,, FEE If. PROFESS I4NAI,,(T1SNNtCAL Costs DNRC* Non- A. personnel Loan DNRC Sponsor Total Project Englneer Pr oject"�Ins pector Other Subtotal Professional/ Technical Personnel Costs S. Associated Professlonal/Technical Costs DNRC* Non- Loan DNRC Sponsor Total A. Labor 8. Equipment C. Materials D. Subtotal Construction Cosh E.• 10% Contingency for unexpected casts DIAL CONSTRUCIO-QUIL- IV. LAKIL 012_STRU.GTURE. ACOUISITI V. INTEREST COSTS (funded from bond proceeds) 'If 1 :±eCLM_U_r1anC1ng t V I. JIT-.AT INN CONT I ENCY of 6% of Total Project Cost, TOTAL PRO,J CQS_�`S._d ; ** If labor, equipment, materials, and other construction costs are not going to be bid separately, then the total estimated in-place construction cost may be used on Line D in lieu of Lines A, B, and C. Mayor Date Project Engineer- Signature Firm Date [CITYITOWN] OF COUNTY, STATE OF MONTANA SYSTEM REVENUE BOND, SERIES 19 Pit INCI PAL AMOUNT CERTIFICATE BY CONSULTING ENGINEER I, the undersigned, as the representative of the consulting engineer firm for the [City/Town] of __ . . . . . . . . . . . . , i � County, Montana, (the "Municipality"), for the Improvements and betterments of the Municipality's existing system described In Article of the Municipality' s Resolution No. (the "Project"); DO HEREBY CERTIFY AS FOLLOWS: 1 . That I am fam i l far with the pl ans, specl f Icatl ons, and contract documents for the Municipality's Project; 2. That the anticipated total cost of the Project w Il l be $ ; 36 That the Project Is bel.ng funded by the appl ication to payment of Project costs of [grants, loans, bonds, the Municipality' s own funds (reference source) or any combination] . . . . . i 4. That based upon my review of the plans, speciflcatlons, and contract documents, it Is my opinion that the Project can be constructed to ccmpl etlon by the use of (grant, loan, bond) the Municipality#$ own funds or any ccmbinatlon); 5. • That upon completion the Project will be operational for the purposes Intended by the Municipality; and 6. That I have reviewed the existing (and proposed) rate schedule for the Municipality and based upon such review, It Is my opinion that the rates currently authorized by the Municipal ity will be cuff lclent (wlth the adoption of the proposed rate changes) to pay for the operation and maintenance of the Municipal Ity' s [water/sewer] system, and the princfpel of and Interest on the Bond(s) to be Issued to (partially) fund the Project. DATED this day of , 19 By: Consulting Engineer To Be Used for Municipal Sponsors F. -----_--___-.- ,� Introduced the following resoi ution and moved Its adoption: RESOLUTION NO. RESOLUTION OF INTENT TO FINANCE [DESCRIPTION OF PROJECTS BY THE ISSUANCE AND SALE' OF BONDS. WHEREAS, the [game of entity] Intends to authorize the issuance of bonds to finance the [description of project] (the Project); and WHEREAS, the [name of entity3 intends to undertake with due diligence, any required rate proceedings with the Public Service Commission; and WHEREAS, the 19 Montand Legislature In H.B. i�, authorized the Montana Department of Natural Resources and Conservation (the DNRC) to make a loan to the [name of entity] of up to $ at an Interest rate of points below That received on the long 'term bonds Issued by the state for the f Irst five years and at the band rate -for the remaining f fifteen years to finance the construction of the Project; WHEREAS, the DNRC has Informed the [name of entity] that It will make the loan authorized by the 1985 Montana Legislature by purchasing bonds from the [name of entity3 In the amount of the loan, and that it will charge the [name of entityD an origination fee of four (4) percent for making the loan; and WHEREAS, this -Council has reviewed the attached budget for the Project and Is satisfied that the estimates contained therein are reasonable and that all anticipated Project costs are Included; and WHEREAS, the [name of entity3 expects to begin construction of the Project on or about and complete the Project on or about M __-- and; WHEREAS, the agrees to complete necessary steps to acquire these funds as described in the Water Development Report, January, 1985 and In H.B. 947, both of which have been provided by the Department; WHEREAS, the statutes authorizing the [name of entity] to issue Its bonds for the financing of the Project provide that such bonds be sold at a private sale to the state of Montana, notwithstanding the fact that the legislature has authorized the DNRC to purchase the bonds, NOW, THEREFORE; BE IT RESOLVED by the [name of council] of the [name of entity], Montana, as follows : 1 . This council hereby declares Its Intention to authorize the issuance of [Revenue Bonds3 In an amount estimated not to exceed $ bearing Interest at the rate described above and with a term of 20 years to f Inance the construction of the` Project and the sale of such bonds shall be conducted In accordance with the appi Icable state .*statutes. .... . ... . . .. ...n ..r..................'....r.................. .......... i. r...IA.Ls.r..nrr ..r..... l.nnnl rlrL.r Ya rice I.i .ir.li r.n f ri4 2. The (name of entity) declares its Intention to levy rates necessary to repay the loan and provide the reserve for repayment of the bands and to seek the approval of the Montana Public Service Commission for the rates if required; 3. This council hereby authorizes and directs the officers of the Ename of entl ty] to prepare all documents and to take all steps necessary to permit this council to authorize, issue, and sell such bonds and levy rates for their repayment. 4. This resolution shall become effective Immediately upon Its passage and approval. PASSED BY THE [name of board] AND APPROVED BY THE [principal officer of the entity] on APPROVED: ATTEST: The motion for adoption of the fore oing resolution was duly seconded by --- Etitle and name, and upon vote being taken thereon, the following voted In favor of the resolution: and the following voted against the resolution: Whereupon the resolution was declared passed and adopted. Engineering, Inc. A. m... 't May 27 , 1988 W.O. #86-51.1 Gregory A. Wermc_,rs Municipal Project Engineer Dept. of Natural Resources and Conservation 1520 East 6th Avenue Helena, MT 59620 RE; Lyman Greek Water System Improvements Dear Mr . Wermers : In response to your letter of April 29 , 1988 on the above referenced project. I offer you the :fallowing information . Item 1. Bid Advertisement: we will insure that this bidding requirement is met. An affidavit of publication will, be obtained front the newspaper_ and be on file Item 2 . Bidder requirements for Resident Contractors: We will include this requirement in our "Notice to Bidders" Item 3 . Contractor Retainage: We will include this informa- tion in the bid package. Item 4. Contractor ' s License Requirement: We will include this requirement in the }yid package Item 5. Insurance Requirements : We will include this requirement in the bid. package Item 6 . Sheet 2 of Puns ( 6e' line to reservoir ) . This line will not be used to fill the reservoir . The original intent of this line was to route water to the reservoir floor during cleaning operation. We chase to keep this Line in service but will be making a tap on the down stream end which will drain to daylight . Inadvertant use of this ,Line will,. be noticed by the drain lines . We are working the details out with the DHES (Water Quality Bureau ) Consulting Engineers and Land Surveyors Billings office- Sheridan office, Bozeman office; Suite 200 Creekside 45 East Loucks • Suite 301 2010 Nof1h ith - Suite 8 1001 Soulh 241h Street West Sheridan, Wyorning 82801 RO, Box 861 millings, Montana 59102-3091 307674-4224 Bozoman, Montana 59715_0361 406-656-5255 406.586.0586 Wermer May 27 , 1988 Page Two Item 7. Sheet 2 of Plans (Fencing) . We have corrected this item. If you wish to see the revised drawings, please advise. Item 8 . Sheet 4 of Flans ( 12" steel lines ) . The purpose of the 12" steel limes is to provide positive head on the distribution system when the reservoir is out of service. . This line will not be used unless are emergency is encountered such as a reservoir failure. W, have discussed this proposed operation with DUES (Water Quality Bureau ) . Item 9 . Sheen 6 of Plans (Outlet Control. Structure ) : This structure contains a pressure sensor which reads the reservoir Level and provides a signal for shut down of water treatment when the reservoir is full. Also contained in this structure is the sample pump which samples finish water . Item 10 , Sheet 8 of Plan (Sentonite Cutoff Walls ) : The purpose of these cutoff walls is to prevent ground- water from traveling in the bedding gravel which surrounds the water line . Item 11 . 5h8et 9 of Plan . This change has been made . Item 12 . Sheet 9 of Plans . This change has been made . Item 13 . Sheet 9 of Plans . We propose to deflect the pipe at, two joints instead of installing bends . This deflection is within tolerances . Item 14 . Sheet la of Plans. The existing inlet structure and stream reservoir will remain .in place. We propose to use the flume as a stream monitoring station for future data collection. Item 15 . Sheet 11 of Plans . We show a 45' bend in addition to the 10' bend at this station. No changes Planned. Wermer May 27 , 1988 Page Three We have received an approval letter from DHBS (Water Quality Bureau ) for this project . Changes discussed above have been incorporated into the construction drawing . At the time of adver- tisement of construction bids , we wil send you a completed set of documents for your file . Your other requirement outlined on page three of your letter will have to be addressed by the City of Bozeman . This response will be forthcoming. if you have any questions relating to the technical design docu- ments , feel free to give me a call . S.' cerely, Gerald M. Ga on, P .E . cc : Dick Holmes ^ Sanderson/Stewart/Gaston A Engineering, Inc. e' February 12 , 1988 W.O. #86-511 Mr. Phil-1 Forbes City Engineer. P . 0. Box 640 Bozeman , MT 59715 RE: Lyman Creek Water System Improvements Dear. Phill : In reviewing the checklist you provided us , I have the following comments. The A/E Agreement was probably forwarded to the DNRC by the City; however , if the City forgot or you want me to send them a copy, please advise. Design Report : It ' s usually customary to send the DI-IES a copy of our design report identifying our design criteria, flow rates , etc. when we submit the final plans and specs for review. I would think that this would be okay with DNRC. Neither the DIiES or myself knew exactly what was needed until. just recently due to the fact the new drinking water stan- dards are not finalized. I think we ' re still okay, and will be getting the final design wrapped up as soon as possible. Sincerely, i )Gerald M. Gast P.E. GMG/jac Consulting Engineers and Land Surveyors Billings offir.H Sheridan office: Bozeman office: Suite 200 Creekside 45 East Loucks - Suite 301 2010 North 7th • Suite B 1001 South 241h Street West Sheridan, Wyoming 82801 PO Box 861 Billings, Montana 59102-3091 307-674-4224 Bozeman, Montana 59715-0861 406-656-5255 406-586-0568 THE CITY OF BOZEMAN a ?{U � 9'Z�'• 35 NO. BOZEMAN AVE. P.O. BOX 640 CARNEGIE BUILDING PHONE (406) 586-3321 ;r<< deg ���� BOZEMAN, MONTANA 59771-0640 fA; co. February 8 , 1988 Mr . Gerald Gaston Sanderson/Stewart/Gaston Engineering, Inc . P . O . Box 861 Bozeman, MT 59715 RE : Lyman Creek water System I111provements Dear Mr. Gaston: Attached please find a copy of the D1JRC checklist to be followed to assure the City' s eligibility for a low-interest loan to construct the referenced improvements . As we briefly discussed Earlier, Article I . F. of our Agreement For Professional Engineering Service requires comipliance with any State or Federal funding provisions . I am asking you to review the checklist and provide an update of the City' s Eligibility status . I would also comment that it seems time to review your progress on this project , as well as the Southside- improvements design . Please contact me at your convenience to set up a meeting for this review. Sincerely, Phillip J . Forbes City Engineer cc : Richard C . Holmes , Director of Public Service /�`S HOME OF MONTANA STATE UNIVERSITY GATEWAY TO YELLOWSTONE PARK DEPARTMENT OF NATURAL RESOURCES AND CONSERVATION TFD SC:H WINI)EN,G;OVEHNOR 1520 FAST SIXTH AVF.NIIP; a- - - STATE OF MONTANA _ %'�j.4r'�' ' DIHECTOWS OFFICE(406)444-6699 HEI..FNA,MONTANA 59620 April 7 , 1987 Richard C. Holmes, P. E. Director of Public Service 411 East Ma I n P.O. Box 640 Bozeman, MT 5 97 1 5-0640 Dear Dick: The Cii•y of Bozeman has loan authority of $726,079 for their Lyman Creek Water Improvements. The Interest- rate will be 3% below the State Bond Rate for the f i rst 5 years and at the State Bond Rate for the remaining 15 years of a 20-year term. To col I ect this money, ( 1) the plans and specifications must be reviewed and approved by the Department of Health and Environmental Sciences and the Department of Natural Resources and Conservation, (2) a budget show Ing complete funding of the project must be compiled, and (3) bid documentation showing compliance with state laws must be presented. Attached Is a complete checklist of the documentation needed to close the loan. r' If you have any questions please cal I . S1 ncerel y, �1�� `�,�'ryiAle6L-L --e Bob Morgan • 2 a,l �, " Loan and Grant Section Supery isor Water Development Bureau B M/k j p � Enclosure CENTRALIZED SERVICES CONSERVATION DISTRICTS ENERGY OIL AND CAS WATER HESOURCES DIVISION DIVISION DIVISION DIVISION DIVISION (406)444-6700 (406)444GG67 (4UG)444-6697 (406)444-6675 (406)44AS637 Department of Natural Resources and Conservation Water Development and CSTB Loan Programs Supporting Documents Checklist and Department Approval Requirements Munclpal Sponsors The following Iist describes the documents which will support the design and contracting procedures for construction projects financed with DNRC loans as welt as support the financing and repayment capabilities of the sponsor. The documents are grouped in seven sections: CONSTRUCTION, INSURANCE, PERMiTS/EASEMENTS, RATES, PROFESSIONAL SERVICES AND FUNDING DOCUMENTATION, OUTSTANDING AND ADDITIONAL BONDS, and CLOSING CERTIFICATES. The Submittal/Approval Schedule column states if Department approval Is required for a document and when the documents should be submitted to the Department. The schedule Is to assure suff €clent time for review and approval of the construction documents and financial Information. Submittal times for other documents are coordinated with these submittals. The submittal times should be scheduled backward from the anticipated Closing Day. Determine a Closing Day when the construction contracts are expected to be signed. Funds will be disbursed on Closing Day. (The Closing Day date and scheduling times can be adjusted from time to time as circumstances require. ) Althouah the checklist is Intended as a scheduling help for Project Sponsors, submitting a copy to the Department with anticipated submittal dates will also help us better coordinate our efforts. DOCUMENT SUBMITTAL/APPROVAL SCHEDULE A. CONSTRUCTION 1 . Engineering Agreement Submit prior to beginning final design and description of the if possible selection process DEPARTMENT REVIEW REQUIRED 2. Design Report Before final design is started if possible DEPARTMENT APPROVAL. REQUIRED 3. Plans and specifications Submit three months before closing vr, when plans are submitted to the Department of Health and Environmental Sciences (OWES) 4. Final bid package with DHSS Submit two months before closing. approved plans and DEPARTMENT APPROVAL. REQUIRED BEFORE specifications, DHES approval ADVERTISING FOR BIDS letter, and engineer's cost estimate I 5. Bid documentation: Submit approximately one month before a. Affidavit of publication closing depending on advertisement b. Planholders List schedule. c. Bid Tabulation DEPARTMENT APPROVAL REQUIRED BEFORE BID IS AWARDED 6. Award documentation: a. Bid Award letter from project sponsor b. Construction contract Submit within one week of closing with insurance and bonding certifications 7. Notice to Proceed letter Submit within one week of closing B. INSURANCE I . Property damage and personal If a system Is in place, submit one liability coverage certifica- month before closing. if a new tlons system Is being constructed, permanent insurance coverage should be secured when construction is complete and certification provided to the Department' at that time. 2. Workerls compensation Submit one month before closing coverage or exemption certifications for engineer/ inspector and sponsor If sponsor is performing any of the construction work 3. Surety bond coverage Submit one month before closing certif€cation for person handling finances for the city or town C. PERMITS/EASEMENTS 1 . Water use permit If required Submit with bid package 2. Encroachment permits from Submit with bid package the Highway Department if required 3. Land easements If required Submifi with bid package 4. Title opinion and deed Submit with bid package for any land purchased for the project D. RATES I . Current rate ordinance and Submit as soon as possible after most current year-end financial decision to proceed with project statement for system being financed 2. PSC order approving rare Submit with bid package Increase If required 3. if increase is required, Submit with bid package adopted rate resolution DEPARTMENT APPROVAL REQUIRED Increasing rates effective no later than anticipated Day of Closing. include Notice of Public Hearing of meeting when rate increase Is considered, copy Of mailed notice and certification of city clerk that mailed notice ccmplies with statutory require- ments (69-7-111 , MCA) , certified copy of minutes of public hearing, and certif €ed copy of minutes of meeting at which rates were adopted (Sponsors are reminded that rate increases most follow statutory procedures In 69-7-W101 through 69-7•-121 , MCA. The process can take up to 2 months). E. PROFESSIONAL SERVICES AND FUNDING DOCUMENTATION T . Professional service Submit for review prior to agreements with attorney signature or other management DEPARTMENT REVIEW REQUIRED professionals to be retained by contract and a description of the selection process 2. Grant contracts from any Submit signed as soon as possible other participants in the project such as CDBG 3. If sponsor is contributing Submit as soon as possible cash copies of appropriate sections of the adopted budget or other evidence of firm funding Is required e F. OUTSTANDING AND ADDITIONAL SIDS 1 . Outstanding bond resolutions Submit as soon as possible for bonds being repaid frcm revenues of -the system 2. Bond resolution for any Submit one month before closing additional bonds required ( It is very Important that -to complete financing for additional bands be discussed the project with the Department as soon as possI bl e) DEPARTMENT APPROVAL REQUIRED 3. Sale documentation and Submit two weeks before closing purchase commitments for additional bonds G, CLOSING DOCUMENTS AND CERTIFICATES Craft documents will be provided by the Department or Bond Counsel several months before closing. They will require fiII— in information frcm the Sponsor. The f i nal versions w €I I be prepared by Bond Counsel for signature on the Day of Closing. 1 . Certlflcata as to Submit fIiled—In form two months Organization and before closing with final bid package Financial Condition 2, Signature, No Litigation and Submit filled--in form one month Arbitrage Certificate before closing 3. Affidavit as to Signatures Submit fit led—in form one month and Certificate of before closing Authenticity 4. Certified copies of Council Submit as generated Minutes at which significant actions were taken related to the bond purchase such as land purchases, engineering contracts approved, constructlon bids. MAIL SUPPORTING DOCUMENTS AND A MAID ORIGINAL CLOSING DOCUMENTS TO COPY OF CLOSING DOCUMENTS To. BOND COUNSEL LISTED BELOW OR ANY OTHER BOND COUNSEL SELECTED BY THE PROJECT SPONSOR THAT HAS BEEN APPROVED BY DN RC Department of Natural Resources Mae Nan El i i ngson, Esq. and Conservation Dorsey & Whitney Water Development Bureau GI act er But ding 1520 East Sixth Avenue 111 North Higgins, Suite 500 Helena, MT 59620 --.23d/ Missoula, MIT 59802 DERJ-- .TMENT OF NATURAL. RES URCES ! AND CONSERVATION E V' 71 7EU 1�520 FAS1 f` :7C.F141'1NIJEN, GC�VER?4OFt NTANA STATE OF Mu DIRFC rC3P'- c.)J"Y10-F(40b)444•6fiflD HNLINA, MON'1ANA E�, April 7. 1987 I Richard C. Holmes, P.E. i Director of Public Service a 1 1 East Main P.O. Box 640 Bozeman, Mr 5 97 1 5- 0640 } pear Dick: i The City ty of Bozeman has i oa n authority of $726,079 for their Lyman Creek Water Improvements. The Interest rate will be 3% below the State Bond Rate for the f first 5 years and at the State Bond Rate for the remaining 15 years of a 20—year term. 1 To col lest this money, ( 1) the plans and spec)f [cations must be reviewed and approved by the Department of Health and Environmental Sciences and the Department of Natural Resources and Conservation, (2) a budget showing complete funding of the project must be compiled, and (3) bid documentation showing compliance with state laws must be presented. Attached Is a complete checklist of the documentation needed to close the loan. If you have any questions please call . Sincerely, Bob Morgan Loan and Grant Section Supervisor E Water Development Bureau i BM/kjp j Enclosure t j MNTRAI,17.};DSEAWIC'E$ CONSERVATION DISTRICTS CN(;'fGY OIL AND GAS V1N7EN RESOiJf{CF;S DIVISION DIVISION DIVISION DIVISION 131VISION ' 1106:114-670D 3061444-6667 14061/144697 40C444,6675 fa06}µ{.gg07 Department of Natural Resources and Conservation Water Development and CSTS Loan Programs Supporting Documents Checklist and Department Approval Requirements Muncipal Sponsors The following Ilst describes the documents which will support the design and contracting procedures for construction projects financed with DNRC loans as well as support the financing and repayment capabilltles of the sponsor. The documents are grouped In seven sections: CONSTRUCTION, INSURANCE, PERMITS/EASEMENTS, RATES, PROFESSIONAL SERVICES AND FUNDING DOCUMENTATION, OUTSTANDING AND ADDITIONAL BONDS, and CLOSING CERTIFICATES. The Submittal/Approval Schedule column states If Department approval Is required for a document and when the documents should be submitted to the Department. The schedule Is to assure sufficient time for review and approval of the construction documents and financial information. Submittal times for other documents are coordinated with these submittals. The submittal times should be scheduled backward from the anticipated Closing pay. Determine a Closing Day when the construction contracts are expected to be signed. Funds will be disbursed on Closing Day. (The Closing Day date and scheduling times can be adjusted from time to time as circumstances require. ) Although the checklist Is Intended as a scheduling help for Project Sponsors, submitting a copy to the Department with anticipated submittal dates will also help us better coordinate our efforts. DOCUMENT SUBMITTAL/APPROVAL SCHEDULE A. CONSTRUCTION 1 . Engineering Agreement Submit prior to beginning final design and description of the if possible selection process DEPARTMENT REVIEW REQUIRED 2. Design Report Before final design Is started if Possible DEPARTMENT APPROVAL REQUIRED 3. Plans and specifications Submit three months before closing or when plans are submitted to the Department of Wealth and Environmental Sciences (DHSS) 4. Final bid package with DHSS Submit two months before closing. approved plans and DEPARTMENT APPROVAL REQUIRED BEFORE specifications, DHSS approval ADVERTISING FOR BIDS letter, and engineer's cost estimate l I I 5. Bid documentation: Submit approximately one month before a. Affidavit of publication closing depending on advertisement b. Pianholders Dist schedule. C. Bid Tabulation DEPARTMENT APPROVAL REQUIRED BEFORE F BID IS AWARDED 6. Award documentation: a. Bid Award letter from project sponsor b. Construction contract Submit within one week of closing with insurance and bonding certifications 7. Notice to Proceed letter Submit within one week of closing 8. INSURANCE 1 . Property damage and personal If a system Is In place, submit one liablilty coverage certifica- month before closing. If a new dons system is being constructed, permanent Insurance coverage should be secured when construction is complete and certification provided to the DepartmentP at that time. 2. Workerrs compensation Submit one month before closing coverage or exemption certifications for engineer/ Inspector and sponsor if sponsor is performing any of the construction work 3. Surety bond coverage Submit one month before closing certification for person handling finances for the city or town C. PERMITS/EASEMENTS 1 . Water use permit If required Submit with bid package 2. Encroachment permits from Submit with bid package the Highway Department if required 3. Land easements If required Submlt with bid package 4. Title opinion and deed Submit with bid package for any land purchased for the project D. RATES I . Current rate ordinance and Submit as soon as possible after most current year-end financial decision to proceed with project statement for system being financed 2. PSC order approving rate Submit with bid package Increase If required 3. If Increase is required, Submit with bid package adopted rate resolution DEPARTMENT APPROVAL REQUIRED Increasing rates effective no Eater than anticipated Day of Closing. Include Notice of Public Hearing of meeting when rate Increase Is considered, copy of mailed notice and certification of city clerk that mailed notice complies with statutory require- ments (69-7-111 , MCA), certified copy of minutes of public hearing, and certified copy of minutes of meeting at which rates were adopted (Sponsors are reminded that rate Increases must follow statutory procedures In 69-V7-101 through 69-7-121 , MCA. The process can take up to 2 months). E. PROFESSIONAL SERVICES AND FUNDING DOCUMENTATION 1 . Professional service Submit for review prior to agreements with attorney signature or other management DEPARTMENT REVIEW REQUIRED professionals to be retained by contract and a description of the selection process 2. Grant contracts from any Submit signed as soon as possible other participants in the project such as CDBG 3. If sponsor Is contributing Submit as soon as possible cash copies of appropriate sections of the adopted budget or other evidence of firm funding Is required 1 . OUTSTANDING AND ADDITIONAL BONDS 1 . Outstanding bond resolutions Submit as soon as possible for bonds being repaid frcm revenues of the system 2. Bond resolution for any Submit one month before closing additional bonds required ( it Is very Important that to complete financing for additional bonds be discussed the project with the Department as soon as possi bi e) DEPARTMENT APPROVAL REQUIRED 3. Sale documentation and Submit two weeks before closing purchase commitments for additional bonds G. CLOSING DOCUMENT'S AND CERTIFICATES Draft documents will be provided by the Department or Bond Counsel several months before closing. They w 11 l require f i i l-in Information Fran the Sponsor. The f Ina[ versions w i l I be prepared by Bond Counsel for signature on the Day of Closing. 1 . Certi f Icate as to Subm it f 1 I I ed-in form two months Organization and before closing with final bid package Financial Condition 2. Signature, No Litigation and Submit filled-In form one month Arbitrage Certificate before closing 3. Affidavit as to Signatures Submit filled-in form one month and Certificate of before closing Authenticity 4. Certified copies of Council Submit as generated Minutes at which significant actions were taken related to the bond purchase such as land purchases, engI neer i ng contracts approved, construction bids. MAIL SUPPORTING DOCUMENTS AND A MAIL ORIGINAL CLOSING DOCUMENTS TO COPY OF CLOSING DOCUMENTS To. BOND COUNSEL LISTED BELOW OR ANY OTHER BOND COUNSEL. SELECTED BY THE PROJECT SPONSOR THAT HAS BEEN APPROVED BY DN RC: Department of Natural Resources Mae Nan Ellingson. Esq. and Conservation Dorsey & Whitney Water Development Bureau Glacier Building 1520 East Sixth Avenue 111 North Higgins, Suite 500 Helena, MT 59620 4.230/ Missoula, MT 59802 Burke Dubber Company a hvicin r, M IA. In i,ia r ,. 2250 South Tenth Street San Jose, CA 95112 November 19, 1985 (408) 2.97-3500 Attn. : Mr. Richard C. Holmes Director of Public Works P.O. Box 640 Bozeman, MT 59715-0640 LiReference: Lyman Creek Reservoir, Floating Cover. Gentlemen: Thank you for your recent request for information and costs to install a Burke floating cover on the above referenced reservoir. We have enclosed for your review our standard design package for a rectangular reservoir cover. In regard to approximate cost, we have taken the liberty to forward your request to the Sta-Flex Corporation, who are Burke' s Approved Installation Constractor for floating covers. They will be contacting you for more information to enable them to provide you with a cost. estimate. Thank you for your interest in our products and designs, and we look forward to being of service. Very truly yours, Larry Shader Regional Sales Manager Liners/Covers/Roofing Encls. cvb cc: Mr. Lou Peloquin - Sta-Flex Corp. r j i -�'5�.,,,`b"7'r .. � `!'a�u"ohs,'a'',•,�,,;�R��'°'"�•��J-.9'f,:�"�''raa�?Ex,�," .".".d ;".rk,J��ec/�_ el.�`,"��..� r>"w"� ,!�r•�� . ,.� , n.,,,w•t..«„ .m�..�,v„w.�........w,...�.w..wµ „n..•r.'w......,s•...._. ,.a d'......M^, ..au.•:•.....dA'ti1.;"•..'11 . • ,;,•i!1 wA,,..�,�ra,.,.�Mw,..xow•..rro..,...�,.. _ .,,•,r•....•�,.,...M'�.....,.�:...�\...,.r.+..,..^w.,11...,,.�'w,-.,r•.,., •,r.«�..,6,.�.. �°.•;`�'•W.'.i .,..,.,, ..,,..,,..,........:.*„_:�,.,,.,,.,+a���w.,.-•w.�...n,,.�L,., • pro-!''",r1yY..+'.• . �.• '• ` , � • w �l•"•�+�.„�, \nuhrwi.�AA,..+'h..:�nrI.J1.•�.eJI�. .. . « .Ai-Rk•�1L...w...iWMM.. ��d�t��• • i �•• i1 Ad'�`nv �hiw"�>�1'�i;4fd,9' i`�D, �t�,J���ea�,lrr.W4','�a s . - I. - •� � P'" N;f+��y'h�h„ y�•�d wry LNz ar I T r ..�u L.� \4',r•�,� �.'?re'''1}txY °u,:.�\�, ,:t�...;;�:,f°•,..u;� �;.,. �I.�dr6C; ..a�myA�. , Nry ! pol Y \„r,raveers t;rrsvicle ct7nt•ei'Pe]wtEve?, The Munchoster wtalt r system was Started in the: ' vtr:wk+ r•resl.�k:s►;2 t�rsyt\ 5lu ;a trb''>,v�Rr:t Ctrtl;�9iea (i, ny�Qn c C'k"�t?S"W41to t $z'] a,,r:.17 ,S"ftalrtt�, ', 18708 when a low press iUTr;systntll lvitll i3!G-.A�li;a���-irlil 1, "dance niay (')rove,n7Cdro costly ft,�n �T41.i�':i��-ata:d! gal) apen reservoir was constructed, Bahve an 1890 and S1 26J30 is l7.igh J7CL'fiS'lar'F'; systt'fjj w..js constructed with a I h 1.5-lvtl,r(4-rllil ppil)high Jartlt;st.11*0 rc servoi,r, In the :tg.i)t3 a 'Tllc� Safe Di-inking WFltr.r Aut leas runt°ictGcrl l:,r+ttc,l' •n. � 17,'C3tCCti(]l7 ('ls water a' :it2ill]lior Increased dir-) t: I.-) ttw 6� ML(1!-allil gel)high pressure 1'E:�Tervolr was lat.tllt•,All I n' 13 tlllt9a of these rr;;$ervnlC' wcru operl; ,nil cclnt;l.deriat,on ! A in t114'? I7rlN,c�t.fl(;3! riI°tCl Sil%'Gty of (Hater' stt Slim,; hr]H al•'.i(.D WETS given. to possible, pollution. ;'+ underscared the need for their protection, ,ill ncicliti()!l Inclt.astciFll air Jart)Itttian flat;not been a, flrohlrlll 4the tit t[) F(`df-l`ill law and public ri man$ water util.lden are Manc,haver area l)tlt in rec:crra.t years e.xtranlel acidic ' cI.arr011ily fi:(;ill,u+ iricr"raitrod econollk constrainlR• roin llau; t;;tllen during Cf;['t:riltl [3!.',.'iCli:l:; Q the year, C. ()Ile el C)"orrliccll method for covering large open Ilrc,€.7tFbly caused by industrial fa.11oui: troll's;,ct.la:',cy ()i'the V) reservoirs is to install i'le:dible Cove:r:t. This paJa(..-!r larger rreiarhy Cities. lairds and Phil;SFli.l:d()n al air ciesc:r`il�4�s the instrallation Of flexible c6vers at the Ilollut'ion ilr;cxnit7trlrl for locally caused contarninatiort. rl. l�Tila)4:f74;,,te I (T3•I#.) Wr.•atc.r Works and reviews some Between 19!i/ i' 1'Tlr'.ti]'lt('ClrralC,r? JJrC.)1J.lE'.C17a thatbit.11'?kir';(�laealtly developed, rlaac� 1'€170 Sa1r1l1J`yl'lt C;rt?iltl?tl i)l;�lr,' blt1Q','Cla, tl Mid t:OM•il lints rogarding wattar 'tast4 iar1d c)rlor lVere C7 rlfrxible C.d-aey'rs for Ro.seriJoirs rac,:ei,ve(1. 1V1allellE)Ster 1111iil7ti.)IxC:(1 !10 treia,t;ii'It".t7t iElt:ilit'y; r; the wa'toe was ahlorinizted as, it was f uj11pt,a,d into the ti Tl-lu v✓efts:,,, industry I,lcsGs tcy consit'.lGrahl(Y tax.er•,se! to system 1� syu crm id aintai, hig is chlorine r(t;aidtu-.11 cvas di,fikat,l£', treat Water but C).�en taken little (;wv of tremed water > r , E' 17i?(: tt.l.,(? of the ;,]]nit,'yht ul\r.JViCJ1Bt. ('},fiat,"aalie atif]1'l o°lc;e it 1)a� (�rttt°(•t;ci tilw distri,l�utir,rl systr:]•n. 4'U!']ila el`f't�,c:t' CIl7 r;hlorine in nJar�n rr,s(*rvo;rs, ,c7artit,,,t.1Flr•ly in � tli MUltiMillif)n dollar water tread lent plants have been saaMal o 111 hlDrs whf,'il open res l'r„]r' tutu' Cfzloa`rrl,i' ill constl`ur.t d anti innovative Ueatnient nletlinds Inive srtaill:est. i, been i,ltroduc.mL Iss OfMr•t 1°lra°+ i)4'F;,l 1'r7a4;1@ t0 :a eve'.nt Ile 4 ti l " lle 1963 hraltll r3epartrluvllt standards cF,llf'ac�, for 1:1i:lt:kHow ton, enkC'.r ng the di st,'ibutlon s rst(:= 1..;7r�e •� � Cc]v��riral; c:)lttl7 a'e:;ar',:rVr71l'S, a,l(:i l:ha.I J1'Ilf,e'.tlaS US+as l'f'iI'a•. open 17U1'il'7.Od lviltet rpservolr s are subject to viatlC€!';Il- iot 'e d l'1 > �' a 4 � ' } tlae;� tlrr'ai,li, r)('(hc: Nt:ltiv 1••lt.trjtl�siairr�,�tati?�1'�lilii:t'isrll, air pollution, evaporation of disinffect,.11lt chellli- Supply. Rerent cou'Pt dtl(:tsions in € eiv I-iit,lll shire and � (il)s, i.11ld r lgai Fr,rrnadon, These were, ia,llting Hie c ilrl}ssar.;lltl,�c t!.r llclvcc r(.c€:.,il'c,d lrIt117,c:ii:)..clttRr; to (:r)veI' ll reasons the Manchester Wiatc�,: Wc)rkq 4;ans€derc'd OP ra rr 3ervoirs 1 ,r 1 ti] llrr.v4lrlt pt}=,.'It,lla €)i<� c),,tc'fal anti r.:rllcril7{, itr, j,esorvoil's in the late 198os. intlrlslrial c:urltarninaunn, Boo dec.l.,ican woulte,tl ham � 21Q MANACiEME NT AND OF'Ef-lrtl't"ONO COa3. ffKjsiprto�IT03$o I.ov 4�f!}7�llrltcrir.an Water Wurlm A%inoNr.+n, J4.)l.,t'lhlAL�'LWlr'V�i4 A i • 11 5 4 ,M ••l}I,: t iY. 1 ,•5Y l • r 1 Y , y` I :. .: Nil ,A E r a r • 5 ' w 11: , y i I ,. a..,. :.G"n,.H`1w:,1:i,n, .:„l,._.. wti .h111 .M64W ',,, .... •�.� /'yM.�' rb 1 Y.n�Ed,M�u,l'pwLN w✓G'.'4':l+a fJlti:r: j� tvtan(:tEfr;7t(r' floating re;ervair eovcrs are burdenod by i-icavy Snow cover and ice furrrl;,(tiun. ! ', [ C()lll'. tYCiICjXI. Drf)I,l�;art aJ�y<:#JC'l!It tllf: ji�##1rll(.';Il;)F#lr'tl(:!:i t'r".. r•�a G tllrC)ugilr)YXt must Of M wirltctt',To a'Y'IIE'lillli e A hmd C)l' !$ ir)vt:)Ivr:{[ key tip ? T9(?iat. I:)f I.7Id131i(: I-leF:tltlY, frr. (ll.la(:r rta{(:S-^�f3.�7., I c ,t)1[l�yt`CJrl i#[aC.k l"�IliU-wt'Fail: and SUCK a N'Xible 4ovCY r that float,`'.,, oil thetif::)rll'tli](?llt5 Uf t surface of the Zvater wF)$ s(.'1G4;t(?(i, ,�r,rrc.tZ t,kaf.YYd��3 tP'lc? JR °° health and polluriorl con" CII:�enties Nve 1"f'l(;(7i'J1- covet was iYbb tO `YVXthstaild thefl3 IC'I YcI,,, it3 liliL �Ir' aaacnli{:f:l t.11rrt r Jl 1'c:ierv[.7irs 1, e covered, f r)WA require- involved ``left`'?t(';rlal'lr;C? l)TOI)lC?rrl;s and additional costs, MOMS add tl.8a'ti'.!(;Y' 6Yll'Jl:)()Ct to these, X'([:[:)817mencliatlowsr, 1. 'a As a result, some sots s ilave i81di ated. a W11I1 lgilF's to �t"d"udSJt� stii?G9 fund, Fit lean"t in fPa:lW the cost of covering CJ'en reser l '!'far. r:oUtsl' �vi3;Y ec)l:astructNrl. by starting tat; the 't'('zia of Vfllri. H'v reservoir and working to the 17(1ttC)1'fl,'I'far:?cover ,PSG .t'lC'^•[ ellt:l'y a IIY.Yr"bur' Of Q0w maal,(rials My WIN i1C1C:Ilored to ;:i1rf:Ia{:Jr' �'a351:etllnll5 c� .1 7, cov(°8'rs have al ) oared on the 41arket- '110 C:(7v£S#"S ) 5s,t On ;30-ciZl (12 in.) Y 11' il(7;aY comers vvath 1.� Y 5- I .' r' nor. b,� 5) c(11 ( � ,C .L-ifl-j stGr:f J:JoI[;. The l)f`Gc'llJ:if' (;1c):l£!c7 (:`eH I:1('YStyS'E ny F()ani is jacketed in the f aC ory,if?am or Mf'outl'd ti)llgt]e and 'r ti;t" i lYt „ � cauvl: .{.rltrl t'VFkS rr'� Inat'erirak. "l"I1C' C.(1J•r)positif-l11 Of the Mal'ter-ial is very then joilled with a rubber 1t[;�J1E?SIVC' i sid, a rum 1'1.1�]k7er Jtr(l)C71'ttlrrt; tlla? (;{.)ve;1` umst T[stxlahl flexible i!1 tempera- �' tape. I/Vh(re: fttl)r.icFlt£.d tolYl Ylf„. aa�cl ;ruuv£) oirltirig t1.ICirfs a;l•'a i(:)&V Fl�i � t � � y 5• , WE IS b":)� �• (`—�,.) l ). I-' gh resi:'it,'Z#ace to WETS C�C:E:(?F>sary� the cover had t{) I7rlV(''. 17oun �C'if)1)C'+,Y;Si i J Oxi[:l;Hou by is it calm sunlight iirC' other important more rC.'C:eisly dC?SWned covers ct!.'1;#•X)'a£1dF)'r.Vkh 11]CJCl;rtdal 1.1 :ltl(:ir'8S, rl hO r.(l£:ii'rcxi J,)y which the S(?(;ti( ns of Wass zii)fa[:o, B as £'xq,rllely iJl1port'Fant to I)1'()j',er the cover are, joule, a e(:ts the c[.ivek durat ility, jointing and the} Jllt.(::grity of each j(aillt t vt. all sweas o t-onstrtr(.tiOn of a fabricated tongue and groove ti('.C'tl{)1! jointing ' +' �s � ] l� k)[ (JC•r.ril ITIC.k ckl'y--T,VI11(:i3 })OSf?(J SOXIlt) l.))'{}Lilt.'Fll& at Ole corners r of the cover 11!'ita f:rovC:n illor(; dural,71() in M; nache"'Ier. The i)Oly,itya'£rne float ;lysteln was Man a t'rl(: o y `,s(arn.The VenatiJity o Nexilde cov(:rs is installed in jackets 'and COrlsl 3ti'C',J of W( r , iraCJir,,;itecJ b the �c,(7 r!'a )Irr r I+ F two layers of the � q, y I,, S; I c,distrif)uNon of states wllf?re x 30gan (2 x 12:QnJ she in l(Pllg% of 9 to po % they art" iIl. us' 'l'll£ new fl(.xiblO cc)vr.F's PlFavf; installi"d in ro ervoks ill Washington, k7£;r3(ltiyJVa:irrii:ln l�i;d6i7fF?G'!i]r8C@:w ;l"' t ' Ill[;l ;ecli I1 t.;ilr{)1i11H. £Jt'( tiC}r# EhcausO Of Weather col`)iHc)n% maintenance nee of the t t Ut a C.'[:)v['J' forthelVlili'l(Jr( 't(:i' r`k'•tsl'.IV(:)11'i Iluxible covers Ws cOMY. Ile cover ti1as cut by ice � r was 111f1U[',1 ed by 'E/,Bather-related lrrobl(;I-rlti. its area fC)C'nations above and below the surface. It was [news G ,'15 5rr: ;iv{,Yak{? r•Ftirlfa1l of tll}l)rnr5inlaQ, 24 c.rll (:iti in.) sary to rr7cJrrite)r the wafer level of the reservoir tr) ! ' )er year and sriowfZII ill L'7(cess Or 2.4 f;lrr ((r() ill.) p(-:r' pr(went the cover l'Lon, behy dafl'1i1gf,d at the GCges Of mat The area in subjectul to severe frr?(�zirig wteathr,r tk'C(? 8'f;S£r!'V(71I'. ` IPUll Api ' 'col; j;ti r ,ar,hrw f �a C'zg U'r y,., aYr^•:,;,lr;:a�,°:7�e r', m'y.f yr7 irr-, /, k'' ,'Yr,1;r.�x�p'fkv/S F�'{4"'/?Y•, n:: o :i { w ["i +�W "%�;M•«�Ar m,:., ,.n,:h- d� _g�'Aa. r�;.x r w14 �7amNlwk f t :. ,, ,,./.:,,,...y„, ., ..•,. .., .4:, dr. ...-.,...,,,,• _ .. •� , M k,.,,,.o-...., • '•.. .' T' • pp r r Y"aly i s,r a. !1 V o e V ! pot _ inai ¢}13.t Durincr the winW of '1976 tl, depths on thri tlexible reservoir I cript r„„over;C,xC,oel'1r.)d (11ra?ea feet. � y;,[,S • � Cinr'I A cons iclaral°)Ie pnjount of time,was spell[rlctvisi()g llQ, Funding for the lvlancheMer Water Works Project critc ¢xc:t;e gatal:7le rrtethc)cl of removing jvi3t(''.t tro)Ti the r,:nv�Ts. was obtained iniJ7t;) from a HUD kalc7cic ralrlt, '1'll(." In The Boat ;yste.rna had %mrked so Nell. there were a l.l.tillty's larior}ties ,,very, to flr(i1vent r(arltarr)itlkCt'i,cal► arI(1 Wh.e I'll,trl'1}:Jer of folds R('a the covf',P'where watc.'r is ccl',tInulated ub,f e fol'natiou and to do ,o at a .["e a3[)3]clWe Ctl L Thu 'WON Hard:]. had to be purllr)cA from the covers, Maintenance HO ll& cover was :i('.kG?G:ge{:l �]('•f.:ill.lxiw Qf .1ti :Il),I�.It�! tC1 very (o,sts were )?Ce',:1¢ly increased l;at:' muse of the labor and larQwct.water tiUt'7klues l.tr'I('mo;Severe wt.'atbor Condit ions teed at tirr e in'vWved in r'eall�caUng the Purrlphg fia(:i.lil:i£:rm lifter tail a cast-fall(, ve i�r:[r;icl. In raccole'r ater..l tn.rItirit;; the l.i.fr:� r)r`r¢( r to In i,a trlril lrr-!ricac} if was found that by removing part of the r�;:}'trr(.:trtn.cy cat theIa[)lye�tl(ylc�ra(i rc>v[�.r� ���(a[ar�trttezi!r.! l;'(�r ' Cris"[1 Boat SVSte(n IS water W()1).iCl pool t',() the sidr s of the 20 years. haS }wela exte"IlC c"d to a }:,(l ,r.ibl() 2 10 ynar;s' use, cover; 11 float syste rn was zh rl ',fabric l`,od around an Wllelt the Rexillle: covers 4Ve33'(•' l))C)'Ch ased irl 3.970, tlu- rr)iLr 1a1.([[ll7 50 Aft the surface water mold be tfS l cog f N) Me NiJ.(')Cl'!I?C Wr MNWP works for covering, plan fil lrllli(r} clfC tti71¢1rI)lli the n(r•c,l For rtxtral r)rr(�.l three re,enmir.s was 000, ov ti,>C/,q ft. clot ti Vandah 'rlr posed another (:aroble[11- The increased Even tC)da , it is sonleurnes (',li(hned that covering 1;)i1(:t' i);)dr ence of valldaNsm 6'Vas quite (:aMly; mi o P)1Ta"tlaer r'nsorvoirs is an unnecessary expc,,wie. The land es;tel and O:F C3(:(:ilshn s nutu made in So cover required patch- '4 atC'.r Woods Sulked VE),y C:t')T'IVincini.:,evj(CJeyjc a to tll(") the } co=11vary. In 1967 the sir l 111 11i„}t )r(:s;1.t.It; re,;,c:rv(:)ir avr§s aprev nd The or&wl T7,.;ki17tF:"Cl.l!'h(k,' (';()5>t of tlaf; [:Qv,,,, Wilt; taken out: of serviue: f(!r on-le work. Two yoans later, 9!(tth, e.stl)71rCtf:(l at i;w7.200. 'l.'l't(s i:)Gtl.l%1l CbSt:{ wero R'IaQre t}1rlTr wll(?r( 1P was :SFji91r] t.illtC)rl C..)Ut of:rr:rVicf: for()G'/r'11'itI'lC(:tll'7C9 Ir,(i(1< tll['('(3 tiCT[C'f; this fii',l)G't'; however, asa t'C l.11¢ of improvedof the cOvr.'.0 thMe G1ms i.))allr(:)xla mlAy 7 ram' `,50 fill ft vcn'r[' .a&e')C;P.c11.1,rE'S, the cost is expected to decrease to approx. of MUM n1:ltedal at the holtom of the reservoir a lii3ctfr 02NA S25()t.} 11F,r 3m ar for aH Tree covers, l7f'I'C;uasive indication that cnvar'ng ['t'i:iuvairs is indeed Baca.. IOUs a (l(:.1,(ssity. Wj.erI•, t3{{'R(r SCsiClf',3 Polyethylene a vlll.'iet'y of other materials are CrSL' Ivailable for reservoir covGi,r5, inducting mmod, !.)uLrl(Rn CANI IN Fto;tlin C.;m, "-.Bmi M 0 t,ov a Fi 7 ,' ed to in, F.4 Y J' Fin shed t, ;()r)c;('C:tQ, F.fr"ryK and steel rE`hiforcod covers. l-)ricas W7ti tr f.Zt'se`rvnir. Civil 45;ii!75 (11.111, '2975). HY rl'.. ( F t(O"rR(i)]CM tJ,num I�lizMA Men Cur White(° Rwer�•ak% Joan. drinl"• ;ar;ye l.lr;c:r)(•clin to the. ralt:(�rir;ll us(�cl. A (:(arnr):►ri(surl of � NHWWA, ;tI:S l;t ((:)c(. l97()), Us(I 1. ¢)7t:r )arir:E,s shows that the range in costs is (:f7n:ii(l(trtl• VV/lW ¢."ny R. PVC tvichs f)il=,Rusr.re'r)R(' r3errr.!r. Wcircr t') I=t'e1r;t�3 drill )!t$: :fl().1thig (;ove}rs, .tij'�t..t:1t�..ia.lE)hq ftt 6V and (rovers, t x_ " F,' :l?.:al;s7 {Naa. 7..r%,,), SaG;4 t)0--7.00/,sq ft; .t(? CQcovers. IS.tJI,?151[ It i,andiiltl(r1l- 1• ,-�...............,--------..,.......,.�.--'--------- ' ... ........-------- -- vil"raI tl l(11 dorne's, $B-t)(]'-�(),()t)�4C1 A. Ai he hfo e 7*pectanc:y (i 10 @Mnual Conwrence paper s!Octed by to .JO(,1f§w,, (rutEromd by 0 f( oting covors is estimated at 15-10 yr:ar , for wood Mlor,rick 11, 1-.Dwe11 (Active Men tmn AWWA), dQ, and Met engo, -avail Ivlandwsor Waw Wean% Manc,)iosior, r(.I-{, C)h'C;C's, ;3ri.,.''L1 �/Csirrs; For {:C?1"II:rE�tl�' covers and for tl't!? 4[,a ,.r ltlfYlillurn dome, 50-41:)0 65484 411f), :)300 viral i(Ive; 12 MANA(-�EME_NT AM) ()Peru\T!(.N,rs JOuRnlAr,. AtA+4vA AP¢.:{, Burke Rubber Eumpang a division of Burke Industries 2250 South Tenth Street,San Jose,California 95112 (408) 297-3500 SPECIFICATIONS FOR A FLOATING FLEXIBLE MEMBRANE COVER - POTABLE WATER RESERVOIR 1. GENERAL 1.1 Scope: This specification sets forth the quality and type of materials - manufacturing, fabrication and installation workmanship and experience required for a synthetic rubber flexible membrane floating cover for a potable water reservoir. 1.2 Intent: This specification intends to insure that all materi- als, manufacture, fabrication and installation have been satisfactorily combined and demonstrated together in actual floating cover use. 1.3 References : 1.3.1 Manufacturer - The manufacturer shall have produced the recommended material for a minimum of one hundred (100) floating cover installations totalling five million (5,000,000) square feet or more in satisfactory service over a period of ten (10) years. 1. 3.2 Fabricator - The fabricator shall have factory fabricated the recommended manufacturer's material using the manu- facturer's approved seaming, splicing, patching and sealing procedures for a minimum of fifty (50) floating covers totalling one million (1,000,000) square feet or more in satisfactory service. 1.3.3 Installer - The installation contractor shall be approved by the manufacturer for floating cover installations, and shall have installed the recommended material in a minimum of ten (10) floating covers totalling one hundred thousand (100,000) square feet or more in satisfactory service. 1.4 Guarantees: The manufacturer shall certify that the materials and adhesives furnished are suitable for use in potable water applications. The manufacturer shall provide, through• the approved fabricator and approved installer, a twenty (20) year, prorata weathering warranty_ on the material. The fabricator shall warrant the factory fabrication workmanship for a period of five (5) years. The installer shall warrant the field seaming and other aspects of the installation for a period of two (2) years, or in accordance with governing state regulations. Page 1 of 4 SlreL�_i_t c�Nrt:Lons_ for a l Lootin, PI c_:<ib:l.i_, 1i�ir}Ir1:'a11n. t,C)VL l'c>tat,le 4`1C�.r VReservoir 2. fit„TERI.Al.,S ?. ]. Coanpouatd: 'I'l1e floaating cover, material compound sa11n1.1 be 11 lnufactured fro, DuPont Hypalcilu as the sole ela.stomer, , and rontaini:a * not, less than 457. Tiyl'>c►lora by weigdit:, in the comporind. The :nanu.l'.acturer shall c:e...rtify that the cnm- pound. (w,tetiier blac.l.c or colored for no thetic purposes) is 8uitable for the storage of potatblc. 'Ifin:ist'jecl" water. The. specific ; r.avity of the. black Hypalon compound shall be 1.32 + 0.3.0. 2.2 1"tri.tlf.nrcin,' rctbric: C:onstruc:.tioxi of the r.cinforcing fa�bri,c (scrim) shall provide! an optimum bal anc..e between strength and ej.ott. ,ati.on to hest handle the: dynamic requirements of a floating cover. Optimum balance shall be measured as laaaving 3 1113.nimunt value of ei.ti>.,ht liva(ircd (800) iz1c11-pounds of .force under the rat) tensile load/elongation curve when - 1_t,Led to the poinc of r'upturo— ()ne or m(n,e plic_s of scrim shall bo--. encapsulated becweon plies of ruw)er. 11y Lhe cslendo-ring :nothod, Strike-through ai7La (openings 1.1-1 tl'ac thread p;:att('rn.) shall. measure a minimum of 70% of the total. area to s'LSSUre maximum ply adhosaion. 2. 3 Lamination: Vie calendered sheet shaill consist of alternate plies of rubber and scram, with the rubbcr extendink' a Minim= of one-quarter (1/4) inch beyond tho. looped selvage edt,e of the scrim. Exposed fabric or indication of del.aaminat;i,on shall not be permitted. Two or more plies of rubber,. completely oncapsu- laititlp the scrim fabric assurc>,, a pin-hole Eree construction. '.Glace innnufacttirer, shal.l certify that the p'hy,5ical properties of the finished sheet meet or exceed his published specifl,crltions .for the construction sale cteacl, 2.4 Adhosi..vos: Seaming, splici.nh, sealing, and l7aatchi.ng r•dho ive ;halll be a high-solids (nom;€,Wally 15 a) solution of: thct r+�7t11c compound used in the parent sheet in a solvent approved for riE;(! in potable water applications. 'lllis adhesive shall be used for all. Itypaalon-to-Hypal,on bonds. The approved solvent be used a, to prrawu:tsh c:ILIziner a"- required. 3. FA 1)IZI C A'.I.'I O*M 3..1 Sei1111111«: raabrication of the cal,aildered Hypalon strip'... into optilll,m si-7ed panel.s shall use senming, procedures recommended by the 1T1M;ufar:turQr. Heat se.Unaing, cutho live seamin(C', or uthar rcr.ommeL14147l se,ami.n proc:eelures sslaal.l produce a minimum two (2) i,t1c11 wide Jap seatll that shall maintain a minimum one, (1) Page 2 of 4 For a Floating Fluxible Memb ranC'Cov,!r Potable WATUMAr 3. 1 Seamin : (Continued) L111"I inch scrim-over-scrim fully bonded lap when tested to the specification value in both shear and psel. Sonms shall be fully bonded to W edge on Lhe top side. A loose finp is permitted on the bonom sidu of the panel, except within six (6) inches from the ends of the panel. 3, 2 Patching Splices shall have a mini um four, (4) inch lap and shall be fully bonded to the edge both top and bottom. Splices shall maintain a two (2) inch fully bonded scrim-over-scrim lap when tested ro rlic specification values in both shear and peel. Patches shall have wounded corners and shall provide a minimum one (1) inch scrim-over-scrim lap in all directions around any cut out scrim. All cut edgcs of splices and patches shall be sealed with adhesive on the exposed surface. 3. 3 Inspection Samples of factop'., q t o r v SeaITIS: seams and splices shall be cut from the panel during fabri- cation rand tested for adbosion. All seams. splices and patches shall be 100% air-lanced to assure complete bonding on the top side. 3.4 P' ckz: Finished panels shall be accordian folded and rolled on a corQ, then strapped to a pallet and covered for shipment. Panel identification Ocluding dimensions and the unroll and unfold directions shall be placed on both the panel and on the outside of the packaging. INSTALLATION 4.1 Surface Preparation: Although the eloating cover Wit no . rest permanently on the bottom of the reservoir, the instnlla- tion contractor shall inspect and accept in writing tho condition of the reservoir bottom for field fabrication of the floating cover. The perimeter attachment, where the floating cover will be permanently fastened, shall also be inspected and all areas where chafing or rubbing of the cover material caTI occur be accepted by the ingtaller in writing. 4.2 Panel Layout and Deployment: The installer shall submit to the IlianuEacturer/fabricator and the engineer detailed layour drawing, for the floating cover, Panels will he idenrified with their location, unroll and unfold directions indicated . The location of floats, MchQs , walkways, etc. shall bey detailed and approved by tho manufacturer and the engineer, Page 3 of 4 for i FI_o,,i,tin,,4 Flexiblo Potabl(� Water 3 Field se.-Ir.1-111tr. -arid 11,atching, All field seams and field pltcll0s, Shall provide a nl-,Ln-L,ntjr,j i)ojjcIcd overlap of the rainforcillf-1. fabric of two (2) inches, and shall extend, to the edge of the sheet or patch so t1ult 110 1.00,30 edge is Prc'-."nt in the top side of the sheet. A noiniiial si% (6) inch seam over.lap of the cover panels shall be allowed for seaml,ng to keep dirt out of tile scans. A loose cad g 0e is permitted On the bottom side as ].(-)Ti,, as the two (2) inch minimumILLIJ.I.y bonded n scrim.-over-scrim overlap is maintained. All adhesives, and other materials used shall. be those recommended by the manufacturer and his reconuzziendcd field seaming and patching 4-1 C2 procedures observed and followed. 4.4 Penetrations and Tenninations., Penetration fittings, shrouds, lay-flat tubes, cbafer strips shall be, of the same compound supplied bN the manufacturer. 1,�i gli r.-walp L Y D ,ht reinforced or unsupported material Shall be used for shrouds is recolm'.1ended by the manufacturer. 4.5 Inspection and TesLing Held Seams : A1.1 seams, splices, penetrations, shrouds, shall be 100'.1 inspected and air-L.-inced. A minimum of one field seam sample six (6) inches by twelve (12) inches (-including seam) shall be cut out from each seaming crew's daily production and patclied. according to - 0 1 C4 the manufacturer s 'recommendation. Field adhesive... !�eatu samplas shall rileeL the bonded seam strength requiroments of the factory-made ,-e zsive s --.ants and the manufacturer's specification value, after the adlic i has thorout',ftly dri.o.d, (Seven tc-.s twelve clays) - BR00298 2/1`i4 Page 4 of 4 Burke Rubber Company a division of Burke Industries M-153 Black, Potable Grade 2250 South Tenth Street,San Jose,California 95112 M-303 Black, Industrial Grade 1408)297.3500 45 Mil, 8x8-250d Scrim Hypalon(Y)Flexible Membrane 45 MIL SUPPORTED HYPALON (CSPER) MEMBRANE SPECIFICATION GUIDE The following is a specification for Burke's flexible membrane OTHER MATERIAL SPECIFICATIONS AND pond lining material, and Is recommended for use in specifying CHARACTERISTICS: lining materials, A. The thermoplastic elastomer lining material shall be PHYSICAL PROPERTIES: (These are interim values and manufactured from a synthetic rubber compound designed to subject to change). contain Hypalon Type 45 synthetic rubber as the principal elastomer, The compound used in manufacture of the laminate Minimum Typical shall conform to the specification of Burke 30 Mil Property Test Method Specifica- Avg. Unsupported Hypalon©M-148 Potable Grade or M-321 lion* Values Industrial Grade material. (Specification Sheet BR00208). Thickness B. The thermoplastic elastomer lining shall be manufactured 1.Total,overall(mils) ASTM D751 41 45 nominal totally by calendering, with each ply of rubber laminated to the next ply through the openings in the scrim weave to pro- 2.Min.over Optical Method 11 pass duce a pinhole-free construction, The open-weave supporting scrim (mils) fabric (scrim) shall have a 16 x 8, 2:1 leno weave 140 warp/250 fill denier (8 x 8-250d -apparent) construction, The. Tensile Properties two plies of supporting fabric shall be totally encapsulated (each direction) Grob rah Method within three plies of rubber, giving a 5 ply construction of 1.Breaking Strength nominal 45 mil thickness. Exposed fabric or indication of (pounds) delamination will not be permitted. Fabric 90 145 Membrane Rupture 120 200 2.Elongation at Break Fabric 16% 22% /��■� ■P\ Membrane Rupture 150% 246% ��■■■■�■ ■� Tear Propagation ASTM 0751, 19 23 'Amon Tear (pounds) Tongue Tear 490000■� ■�_�� IS"X8"sample) �■■219 ■__■ ■ 16 x 8, 2:1 leno weave Hydrostatic Resistance ASTM 0751. 140 175 m■m ■■�■■■ 140 warp/250 fill denier (psi) Method A �� ■ ■■�_�■ (8 x 8.250d apparent) Procedure 1 ,■�_ �� Puncture Resistance FTMS 1018 195 ��� ■■� ! ■n (pounds) Method 2031 ■� Bonded Seam Strength ASTM D751, 96 175 �•���r �,' (pounds) Modified (12 in./min.) Ply Adhesion ASTM D413 to for pass C. "Potable Grade" Hypalon is suitable for the storage of (lbs./in.width) Machine Method, film potable Water. A color l ply in white, blue, tan or green is Type A rearing available at additional cos erational service temperature (12 on./min.) bond) should not exceed 120OF maximum. "Industrial Grade" Hypalon for on-pot le-use is available only in black. Opera- Ozone Resistance ASTM D1149, No cracks pass tional service temperature should not exceed 160OF maxi- 1/8"bent loop, at 7x 100 pphm, magnifica- mum. Brief or intermittent exposure to higher temperatures 104"F, 7 days tion may occasionally be tolerated, but may reduce the effective service life of the liner, The required grade must be specified, Low Temperature ASTM D2136, pass pass at and the liner manufacturer shall certify compliance. (refer to para. 1/V mandrel, —45°F following) 4 his.@—40°F D. All membrane lining materials transmit water vapor at a very low rate, which is relamd to the temperature and relative These specification tables represent current opinion of the data points hurnidity. The permeability of Burke Hypalon.as expressed in to characterize the membrane product as produced and are not neces- Metric Perm-Centlmetefs is less than 3 x 10-1 for a 30 mil sarily appropriate for product performance or installation or engineer. thickness. (This translates to approximately one gallon per ing design criteria persa'. (For example, the low temperature resistance acre per year @ 72"F and 50%, R.H.). Permeability can also be numbers represent qualities fora few minutes at a given temperature expressed as a "K" factor In centimr.ters!secnnd, alest and must not be interpreted or extrapolated into installation temper aturequalities or comparisons"), generally users for more porous materials. Burke Hypalon has a "K" factor in the range of 10-12. 'Minimum specification limits are currently proposed industry stand- ards for this type of flexible membrane product.Burke Quality ®Control monitoring limits for this specification are based on a minimumHypolon r5 a registered trademark of DuPont RR00106 8/82 gpfor rhlorosulfonatod polyethylene 97.7%one-sided confidence level SPECIFICATION GUIDE FOR THE SELECTION OF FLEXIBLE MEMBRANE LININGS SEAMING: 2. The installation contractor shall have Installed a minimum of 1, The calendered roll goods will be fabricated into optimum size 250,000 square feet of the specified liner. panels up to 20,000 square feet, based on weight considera- tions, using an approved seaming method as prescribed 3. All field seams are to be 100% inspected per specification by by the manufacturer to achieve the values as specified herein. the customer, installation contractor and/or the lining manu- When the seam is tested in shear according to the specifica- facturer's technical representative, tions, failure of the material including the seam will not occur at the bonded surfaces. All seams must pass a 100% air lance q. The installation contractor shall furnish shop drawings for the Inspection. Recommended maximum panel sizes for varying approval of the project engineer. Written approval of the thicknesses of liner are as follows: engineer shall be obtained before proceeding with the work. Table The drawings shall show extent, sizes and details of the Shoot Thickness 30 Mil 36 Mil 45 Mil 60 Mil linings, including recommendations for terminating the lining and methods of sealing around penetrations, Except for Maximum Normal Panel special requirements due to configuration and/or terminating Size-sq.ft. 20,000 18,000 14,000 10,000 the lining, maximum use of large-size panels shall be made. 2. All factory seams for either fabrication or repairs shall provide 5. The manufacturer shall lurnish complete written Instructions for a minimum bonded overlap of the reinforcing fabric of 1" and the storage, handling, installation, seaming and inspection of shall extend to the edge of the shoat so that no loose edge is the material in compliance with this specification and conform- present on the lop side of the sheet. A loose edge on the ing to the conditions of the warranty. underside of the sheet is permissible, as long as the 1" minimum bonded overlap of the reinforcing fabric is main- tained, SURFACE PREPARATION: Surfaces to be lined shall be smooth and free of all sharp rocks or other sharp objects, vegetation and stubble. A suitable soil 3. All field seams shall provide a minimum bonded overlap of the sterilant should be applied when indicated. An authorized reinforcing fabric of 2" and shall extend to the edge of the representative of the installation contractor shall certify in writing sheet so that no loose edge is present on the lop side of the that the surface on which the lining is to be placed is acceptable. sheet. Loose edge on the underside of the sheet is permissible No installation of lining shall commence until this certification is as long as the 2" minimum bonded overlap of the reinforcing furnished to the engineer. It shall be the responsibility of the fabric is maintained, A nominal 6" overlap of liner panels shall contractor installing the flexible lining to keep the receiving surface be allowed to keep dirt out of the field seams. in the accepted condition until complete Installation of the lining is accomplished, FACILITY DESIGNER, MANUFACTURER, FABRICATOR AND INSTALLATION CONTRACTOR: All statements, technical information and recommendations made 1. The lined facility shall be designed by a qualified, registered in this document are, to the company's knowledge, true and accurate and are based on our own research and the research of professional consulting engineering firm or other qualified others, The information contained herein does not constitute a designer with experience in the design and installation of the recommendation of suitability for use of Burke products for any type of facility required. The design process shall have included specific application,since conditions of use are beyond Burke's full consideration of all aspects normally considered critical in control, The contractor or purchaser/user is responsible for lined facilities, including, in part, impoundment design,earth- deciding where the data Is appropriate for his own usage and work specifications, leak detection, prevailing ambient under which circumstances the data should be applied, This conditions, gas venting potential failure analysis, system upset document in no way should be construed as amplifying, modifying or superseding Burke's warranties on any products or services potential, facility safely and security, liner degradation supplied by Surko and Burke assumes no liability in connection monitoring, fail-safe provisions, etc. with any use of this information. Burke Flexible e re 1dJ�1�f,e Y��a�nrt"ZH��(7 ft{fit' It+ Floating Covers y A� i� n S1 ...yr....i .... , t'h� t•, Protecting potable water and p , controlling chemical air pollution � dependably and economically. . . every day, around the world. Benefits: .1r • Lower initial investment + Increased safety • Dramatic savings on • Solid seismic resistance chlorine treatment . Reduced maintenance , « Significant savings on algae control chemicals « Reduced need for drainage and cleaning « Reduced chemical and water . Attractive appearance with evaporation losses natural color materials • Protection from atmospheric . Full weathering warrant pollution and damage,including g y heat and ozone + 15 years and 200 million • Less damage from snow, square feet of flexible Ice, hall or rain membrane experience. Applications: " • otable Water , « Power and Utilities r, + Chemical Processing « Wastewater and Sewage ^w .....•.....:-. .-.......:'.: 4,,,,.. :. Treatments « Mining • Agricultural • Food Processing When the American Water Works ment of a special 5-ply cover mate- process.And, in many industrial Aassociation (AWWA) recom- rial made of Hypalon(FP that provides applications,chemical fumes can mended that new reservoirs be the added toughness engineers be successfully controlled with designed with covers, they also demand,without sacrificing the the Burke floating cover, recommended the retrofitting of flexibility required by the dynamic Today, Burke has more than roofs on existing reservoirs.At loading of a floating cover. 15 years of experience in the the same time, private and public Floating covers require no flexible membrane field and over water works across the country supporting structures or founda- 40 years in the rubber industry. were becoming increas€nc ly con- tion reinforcement.As a result, During this time we have encoun- cerned about the high (and rising) the covering of new or existing tered and solved a broad range costs of conventional rigid roofs. reservoirs is not only simple, it's of liquid containment and storage After years of work and inexpensive, problems for organizations experimentation, Burke and its In addition, Burke floating around the world, contractors developed quality, covers provide added savings by We have helped hundreds of economical alternatives..,flexible reducing required levels of treat- cost-conscious water districts membrane floating roofs,The ment chemicals while retarding throughout the US,to cover new flexible membrane is attached to evaporation. or existing potable water reser- the perimeter of the pond or A number of organizations voirs and protect city water lagoon with sufficient slack to have been using Burke floating supplies.We have also aided accommodate the rise and fall of covers to control odors from municipalities as well as chemical water or other liquids. A system wastewater, chemicals, treatment and industrial plants with their of floats and pumps minimizes and sewage lagoons.The covers wastewater,sewage and treat- damage and provides proper rain- also provide an anaerobic er7viron- ment lagoons, water drainage. ment to collect methane gas Burke pioneered the develop- generated by the digestive .--, Burke Floating Covers... A Solid History of Proven Quality and Performance. Burke calenders the floating And because we know you're • cover material into 45-mil thick concerned about the aesthetics = sheets. Up to five feet wide, a roll of your cover in addition to its of Burke flexible membrane cost and durability, Burke offers k contains about 10,000 square feet floating cover- materials in four of material. In addition to Galen- colors designed specifically to A dered rolls, for speed and ease of blend with your environment— installation Burke offers factory- with no loss of weather resistance. Is- a' { fabricated panels. These are Covers can be produced in either . 4 , seamed in our factory into large earth, forest, sky or white colors panels, up to 15,000 square feet, the colors that are closest to �. to custom fit your installation, nature. Complete Support _ In addition to extensive experi- response for "turnkey" instal- } once in the field, Burke has one lotions and technical assistance. of the most advanced rubber In addition, our technical staff -- --- laboratories in the industry today. is available for every installation- - - Our engineering, manufacturing large or small—to oversee the and fabrication teams concentrate installation from beginning to on meeting your needs the first end. This ensures that you receive lime. . .every time. maximum support in every area, And to ensure the quality of and complete satisfaction. your installation, Burke has Whatever your requirements developed a worldwide network . . . wherever your location. . . of highly qualified Burke-approved Burke will be there to provide installation contractors. These complete assistance. contractors provide prompt Burke Total Assistance Program Burke offers every client com- ■■■■.■.■.■■■■� plete, single-source service. This • Weathering Warranty assures you of quality and relia- . Layout/Estimating Sketches bility at every level of production for Ponds/Reservoirs MMEM NOUM and installation of your Burke 1 MMMCMM����■ flexible membrane floating cover. • Pond/Reservoir Plans rM���� OMEMMO� To help you obtain the best • Design Detail Sheets NOON M■MMMMMI floating cover for your specific �■.■ .:::.■■, installation, Burke has developed • Chemical Resistance Tables a complete range of technical, IMMMOM�M MMMI engineering, design and installa- • Field Patching and For more information and lion brochures. These include: Seaming Procedures assistance, contact Burke's tech- • Specification Sheets • Technical Digest Reports nical staff or the Burke-approved • Case HistoryReports contractor nearest you. they will • Customer Installation Lists p provide complete assistance and • Installation Procedures information. Approved Burke Representative: Burke Hubber Company 471, lllfiYlitJil fll tllkl•111i1u5(f il`: 2250 South Tenth Street, San Jose, CA 95112-4197 Call toll-free: (800) 538-3998; In California: (408) 297-3500, or use our telex: RCA 296689 All statements,technical information and recommendations made in this document are, to the company's knowledge, Hypsion is a registered trademark of Du Punt true and accurate and are based on our own research as well as the research of others This docurent should not be Cc)Copyright 1983,Burke Industries construed as amplifying, modifying or superseding Burke's warranties on any products or services supplied by Burke. Burke assumes no liability in connection with any use of this information Pnntcd in the U.`,.A 5M 9 83 BR 1#00287 GP Hypalon Pond Lmers and Cov from Buirke Hypalon (chlorosulfonated polyethylene) is the installed in a thermoplastic state. Factory seam most durable flexible pond liner/cover material yet fabrication, under controlled conditions, is done by developed. Field installations and accelerated aging a precise combination of heat and pressure. Field tests by Burke Rubber Company, the leading pond seaming uses a bodied solvent adhesive following a The Burke A "roach liner/cover manufacturer, have demonstrated that pre-wash to give equally reliable results under the under most conditions Hypalon liners and covers varying weather conditions encountered during have an extremely long service life. So for the most installation. After installation, a surface cross- Engineering and Design Assistance Flexibility of Selection demanding liner/cover jobs, or where other liners linking develops which produces a stronger, Successful liner installation begins with proper The many configurations made possible by the or covers have failed, Hypalon from Burke is the tougher and more weatherable liner. engineering and design. More than 100 million wide variety of scrim weights, 3-and 5-ply answer. Reinforcement square feet of Burke Hypalon liners and covers constructions, thicknesses and colors provide the have been installed, and Burke has provided flexibility necessary to select a liner or cover to Liners are supported or reinforced with one or technical assistance to engineers, designers, specific requirements on a cost-considered basis. more layers of woven fabric (scrim) encapsulated installation contractors and owners for installations between several plies of rubber. Burke offers a wide world-wide. Experience in every climate and Compatible Components variety of 3-ply and 5-ply constructions utilizing terrain, from Alaska's North Slope to the Arizona As a manufacturer and fabricator of lining light, medium and heavyweight scrim. Desert or the Panama tropics, under all conditions materials, custom-made shrouds, wind/gas vents of weather and wind, provides Burke technical and adhesives tailored for each grade and color of sales representatives with a background of Hypalon, Burke provides a coordinated systems } '`.• information to answer most questions and solve approach for the long-term performance of every ` most problems. installation. Convenience of Service 3-Pl Reinforced Burke works with a select number of Burke- 3-Ply A proved Installation Contractors who maintain offices or representatives in most parts of the world. As licensed contractors, they provide {:•. T installation and service wherever the projects are Weather Resistance =:; x-�`���•- _ located. Each contractor can respond promptly to HYPALON synthetic rubber-regardless of `%:;. emergencies, and has built a solid reputation in the color-will resist the elements better than any area served. known materials now used for liners and covers. It f is exceptionally resistant to oxidation, and is 5-Ply Reinforced 001=00'. virtually immune to ozone and ultraviolet light. Chemical Resistance The physical requirements for a liner may vary, with more tensile strength needed on the slopes Compounds of HYPALON resist a wide range of and maximum elongation needed on the bottom to / organic and inorganic chemicals. HYPALON has compensate for settling. A combination of light for many years proved to be suitable for the and heavy scrims in the different areas will containment of a large variety of industrial wastes. optimize performance at a lower cost without the 1 - - compromise on seam durability that is often Low Temperature associated with seaming dissimilar materials. 40, Compounds of HYPALON retain their flexibility at Y low temperatures. Repeated cycles of freezing and Oil Continuity of Controlthawing donotcause mechanical damage, even under tension. (9 Each stage of manufacture is under Burke s directcontrol. This includes compounding, calenderingColor Stability and fabrication. Technical supervision by a Burke- Approved Installation Contractor thou bout _ - Burke Hypalon can be compounded in white and 6 x 6 8 x 8 10 x 10 installation gives an unbroken chain of attractive light colors without sacrifice of its Grades responsibility through all phases of each project. �'' r desirable properties. Colored products of Hypalon Each Burke-Approved Installation Contractor is have been weathered out of doors for many years trained and qualified by Burke for the Burke Burke Hypalon is available in an Industrial Grade, with minimal fading or discoloration. compounded to give maximum performance at products supplied. Proper installation by elevated temperatures with a varietyof chemical experienced contractors is maximized, as the r _� Construction compounds. Burke also formulates Potable Grade manufacturer's material warranties require that recommended procedures be followed at all i Hypalon pond liners are made from a special that meets the EPA requirements for potable water proper, P -• _��•:�r polymer that is compounded, fabricated and storage. stages of installation. 0 Hypalon is a reglsterad trademark of DuPont Floa�.fig COVETS 45 MIL, 5-PLY HYPALON FLOATING ``ate COVER ADVANTAGES In 1953, the American Water Works Association * Lower initial investment recommended that all new reservoirs used for the storage of potable water be designed with a cover, * Weathering warranty and that existing reservoirs either be covered or H"AonfiomBurke provided with post-chlorination facilities. * Savings on chlorine treatment Structural requirements for ri id roofs, with For jobs No Other Pond Liner or Cower Can Handle q * Savings on algae control chemicals concurrent increased costs ma a initially designed roofs as well as retrofitted roofs prohibitive for * Reduced maintenance — no painting many municipal budgets. An alternative to f conventional rigid roofs has been the development * Reduced drainage and cleaning of a floating roof. A flexible membrane material is attached around the perimeter with sufficient slack * Reduced evaporation losses 1 to rise and fall with the water level in the reservoir. A system of floats and sumps aids in 100% seismic resistant wind control and assures proper drainage of rainwater. Increased safety Burke Rubber Company pioneered in the k No supporting columns or reinforcements development of a special 5-ply Hypalon cover required material that provides the added toughness without sacrificing the flexibility required by the * Handles snow, ice and rain with proper design dynamic loadings of a floating cover. * Protection from atmospheric pollution As the floating cover does not require any supporting structure or foundation reinforcement, * Attractive appearance — color harmonized addition to new or retrofitted reservoirs is relatively simple and inexpensive. The floating cover offers added savings by reducing required levels of treatment chemicals, in addition to retarding evaporation. Floating covers have successfully been used to control odors in wastewater or sewage lagoons, U and provide an anaerobic environment to assist in tea, the collection of gases generated in the digestive` process. For industrial applications, many noxious •��•. �' chemical fumes can be controlled with a 5-ply IFT _ Hypalon floating cover. 1 r� w Burke Rubber Company a division of Burke Industries 2250 South 'tenth Street San Jose California 95112 (408) 297-3500 BR00224 8-84-AM GP Sta-Flex..) 4917 New Ramsey Court CORPORATION San Jose,California 95136 Telephone 408-224-0604 Flexible Liners and Covers 46Z7- Louis A. Pelogtlin Vice President Sales and F..nginecri_ng December 4 , 1985 Mr . Richard Holmes Director Of Public Works P .O . Box 640 Bozeman , MT 59715-0640 Re : Lyman Creek Reservoir , Floating Cover . Dear Dick : Confirming our telephone conversation of 12-3-85 , our budget quotation for furnishing and installing a 45 mil reinforced Hypalon floating cover for the referenced reservoir to the design specified on the drawings furnished you by Burke Rubber Company is $125 ,000 .00 (One Hundred Twenty-Five Thousand Dollars ) . Enclosed are a copy of our brochure and Five-Year Workmanship Warranty and a list of covers we have installed . If you need any other information , please let us know . We appreciate your interest in our product and service . Sincerely yours , Sta-Flex Corporation Louis A . Peloqu n Vice President LP ;sp CC : P . Webber Main Office and Plant 16 Post Road,Greenland,Now Hampshire 03840 Telephone 603.431.8285 DO THE CITY OF BOZEMAN 411 E. MAIN ST, PD. BOX 640 PHONE (406) 586-3321 BOZEMAN, MONTANA 59715-0640 r,N co November 5 , 1985 Burke Rubber Co. Div. Burke Industries, Inc. 2250 South Tenth Street San Jose, CA 95112 Gentlemen: Would you please furnish me information about your floating reservoir covers. I am particularly concerned with the feasibility of installing one on our concrete reservoir, , sketch attached , and the approximate cost . Sincerely, Richard C. Holmes, P.E. Director of Public Service RCH/lh Enclosure HOME OF MONTANA STATE UNIVERSITY GATEWAY To YEL LOWSTONE PARK LYM4 r K, FL) FLAQ . ................... 11 ( 'J ( ] 0 '°." •' t r) r-rl F-j C7 "w iV PX3 � `�� �. � '•; Z� � 'd �` o w• o ,• ,: rya 1 6 r I o (D I co o '1 rn+ R) 'i SD i ti o o W \)l (D • O 'l `i • • c+ 'i • `d R Cn "S s1 c F ~i (u (✓)'O 'T1 ::-� :D 'j W CL r-e O td (D It P- P- I`-[ CD [n "d rl Cj In 'd I. 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FIVE YEAR WORKMANSHIP WARRANTY FOR INSTALLATION OF LINERS AND COVERS CORPORATION STA-FLEX CORPORATION, as installer,warrants all work performed by Sta-Flex Corporation to be free from defects which arise solely from its workmanship for a period of five (5) years after completion by Sta-Flex of the performance of the work which it originally contracted to perform under the project described below. If defects in workmanship occur which are within the scope of the above warranty,Sta-Flex will make necessary repairs at no charge. This warranty shall not be deemed to be extended or modified in any way by the completion of such necessary repairs. To enable Sta-Flex to properly determine the cause of any alleged defect and to take appropriate measures to effect timely corrections under this warranty, any claim for alleged breach of this warranty must be made and presented to Sta-Flex within thirty (30) days after the day the alleged defect was first noticed; otherwise the defect and all warranties of Sta-Flex shall be deemed to have been waived by all persons in whose favor this warranty might otherwise apply. This warranty does not cover damage to or defects in the lining or leaks caused in whole or in part by settlement of the substrate or failure of the soil structure, abuse, intentional or accidental damage to or disturbance of the surfaces, Acts of God, or from any cause or events beyond the control of Sta-Flex, and the cost of draining and filling the reservoir to determine the necessity of repairs or to make repairs shall not be charged to Sta-Flex or otherwise be covered by this warranty. The liability of Sta-Flex relating to the installation is expressly limited to its warranty set out above, This disclaimer and warranty agreement is made expressly in lieu of any and all representations and warranties, express or implied, including, but not limited to, any implied warranty of fitness for a particular purpose, whether arising from statute, common law, custom or otherwise. The remedies set forth in this disclaimer and warranty agreement shall constitute the exclusive remedies available to any person affected by the installation. Sta-Flex Corporation shall not be liable for any special,direct or consequential damages resulting from a defect in workmanship, failure or malfunction of the liner or cover, or materials, nor any other losses or injuries, whether a claim for such damages, losses or injuries is based upon warranty, contract, negligence,or otherwise. By entry into the Contract with Sta-Flex for its performance of any part of the work of improvement set forth below and/or by permitting Sta-Flex to enter upon the performance of its contract for such performance,all persons who are in any manner affected by the installation shall be deemed to have waived all other warranties, liabilities and remedies except those expressly given herein and acknowledge that design and choice of materials is not the responsibility of Sta-Flex Corporation and further acknowledge that the terms of this Warranty constitute a part of the terms of all Contracts relating to the Contract under which Sta-Flex has agreed to perform as to the work of improvement and supersede all provisions in such contracts which may be in conflict herewith. This warranty is limited to installation for commercial and/or industrial uses only and does not apply to consumer use as defined by the Magnuson-Moss Warranty Act or any similar state consumer warranty statutes. By permitting Sta-Flex to enter into the work of improvement,all parties will be deemed to have represented that the work of improvement is for commercial or industrial use only. The work of improvement is generally described as (Project Title): Location: Dated: 445 Portsmouth Avenue Greenland,New Hampshire 03840 STA-FLEX CORPORATION, Telephone 603.431-8285 1153 Lincoln Avenue,Suite"B" By: San Jose,California 95125 Telephone 400-279-1373 Title: _suir�tw SECTION VIEW WITH POND FULL SECTION VIEW WITH POND EMPTY d 3 3 I i X 2 1 1 1 I I i� i x 1 (� r( I I 3 +I i 1 7 I i PLAN VIEW WITH POND FULL PLAN VIEW WITH POND EMPTY MW,sU WRAwmal ! TRtT 111iDRIp1101 IS Mn TO K TARP RS wnWfri All airR[Si AT11%A wltk lruR4 RSS4nE!trRRR at>:I'�ti111R1ri,Rdl As /�y 1S1 ►uwlfSlOr pt R[[oR[�GrT1a io RNK7tG iwr RAtiRfLA IMCR71a�lT v ei4�tS�[. 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J."A.0m D- V 51 »v �-roa�ar 3�rLaT rtaTlrl m�u TOP SIDE FLOATS T,� �------ t-o•To 1-O•w ..�.... srx atla T13NtLr tf�ItRO rittlrt BOTTOMS SIDe FLOATS 11Aa10 ANA kxnUttt W 011i KITH N MAR Apt in$w[ Do1.oe AS COTRA. $Cato TIN SWING�t�4AATs a t[IeKf tlTx fLJ) IC:NMI VAL 46 SINr Lk of 1AIArNTR er VIM 1%6%STAIr)ST11r O►S0 ML aINIt11m AIrA,� SAtL mak M rL0ATla co yp� �`laace r 0"" xrrun�l treatsy 3A.hn I ""�tW�ME StM PART r W"*A zr A el-r u0111 r:cm M ttNww AS eI1N ftlwo T10nTIAR WT11 eR e1M flit m ' i DETAIL—TOPSIDE SUMP IrLOAT 2 sE I�I�T art•r m1n114•.r-SI1A)r1AIl rr+rs wo Ale AMlT 0 Wo war 1v�oATs srLUI10 AD afN IA'Ta tr MA1, NctaNNA T3�� TIC pan IOIM Te ROAT Tot[AI10 Att17•IttR GM RDOD 190. Will!RMI"Win- OM CM TO MOAT WK OU v r,IA-'v'1I'-e.36•4" ro6lRtr AM SM.TrtS"frClAW I 3.0I0t 3110 W AMIr[TO TO M Ntnno AT 11-4' rw x RAW Ift sm u"IpK IiNON er ILIAIT srcTta rtttl 7110r11C Sur TIAAt3 Ale kt"W 111-W AAA.W*=to tsNl� 14w414 SIAr VITN RKMA 011 TIA.L AND W AAINrNTIII IN SM. 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VM PM110IK M WNR KAM OF AOJ&MT I STLWS PER/'-P UACTH ON FLAT PWIM TWIS Yogi o i 11AAM PIN 8'-0"UP61H OR uou PLMY11OR 44!DP KM MCA►ILL AS IMOu1K0 W►40 Sim"MrTTTAt 1' A►�TIPN #WTTIIIN LIMB !^ OW frWS AS IMIUM ' L MlIcAl#: Ai dlkLf i Y OMl�MC Kot w TIN1WIrtY p1 �OY,om Tff]lol Tla[RAPS ItalYf6o/Qri[IM.Lr 4•hIR. (TT►.1 sir/CICKAMn t0 fILLIN arA�LL IIIt!WM11M Ow911a[1m".me Mws a WON, DETAIL-DUAL,.. ANCHOR TRENCH DETAIL-FLUSH-CUT PIPE PENETRATION 4 Z1,au i, e•um 4^ 0►b Itll MTMAtau/ILLfTI YITM fAwie SMll I M ILDArIM as o.aILa urnx�r�n-LOIM. ANAYEi1RM71 TO ALIaI aiI.IAITa a»fAM. IBM DETAIL-SEGMENTED WEIGHTS 7 MTMlk"sr a n Lrrxlwa Dr"ft. S AOTII 4!A¢AMl auKi II$W Ilk".anal,OWN OMCAMLAM ►lMs. SOW"%K VC 311b u Ermn 1R UK 7'1rMLII AMI OMaMn 119M MMY, MTIIATTK MM Emma HOTrdI LIIrt am 31IHAYR m CI r wlof PUM.A#aAI� PERIIETE>t of fLwAIII. AMAIN MIH./M4rlCIM./AoiMLT1 HTMA M mow OM MI►[ [If TO KAMIN nmM{ fM�[f IU CML1Rd/fFOAI TIU I1GI&LIM COYIA 3 PIK r MLA.TO a w AD(pMQE SPACY Pon""Ct./SMS DETAIL.—SINGLE ANCHOR TRENCH �2y DETAIL -PIPE PENETRATION BENEATH COVER LINER: MIXII MCA WX4 TO MW CMMCA STRIP fJtrvow AO KO AAITY XW7 C P ffsAOM K14MTf AF AT DOIAI SLOK M R AW IMAM OWER PIMWI R L L71OfI'T K.0• 0111M INDICATED STUD WM"U AMMlO I//'A F(LY"WnM/IIPE DIAIEfEII L 1'W At f srAs#LLSs i1S,f1 0MI4£L!/►1 SlYIO PILLCtl wCIUIT AT 1hF LTTTTIk COY£#: fouto tjKx OM 1•MO.MO WROMCs1 AROIMiO Wr nlA,POIYP/pPYLCIE RDPE_ RONThk IV THICK/wIU or M WIT.""*. ff1TERW W� CMIM1WS W ro r{►�`I./..AL ove aMREa a Ioglw s" CA U.L1. M, ANCHOR am Y Y / gT777!3 SI/r KORt *_ Y I I/N•A Ur s.S-OR CALM. M -y � � A SzfEl.[)TA1o<Ia1 ANCMWFs ,00 i 71", M LT'D,C,• ,i ` 'f �' F7 RARs wTTw r a.A. r DETAIL-CONCRETE CURB ANCHOR 3 DETAIL-SHROUD SEALING DETAIL-NON--INTERFERENCE AREA 8 g 3 3 £f T>1UWM 11�nIrTMT.IKICT¢ � �. ' SHEET 3 OF 6 u THrS 1NrOORTION If NOT TID K WIN AS WOMTr OR#EPACaCMTATION FOR L/IICM III=Amm Ww/4SPOHsnllrri.RDA AS e P%lMISSIPIII OR IECaI/I[SDMIOR TO MAACTICf MY PATdITO rMY[llllal HIT/AIIIT LIMMIt. It 1%OYFCAtO f9LYLT 1'Ak 041MRATIM. WRLE IM LO W KMTIRR MASto"M MKI FOR a rw. IHYLST]"TIM.KAIF1CAT TOM, WA&E IRp6TR1£f fdW%I[rART IM'OWTIIIR IS I*MQW0 IN THE INDIPIITIOM 0IS[I!•I£0 HLMIR. ry AW AS$UM It IS HMI'M It MtQ IN AST INY KTRIAC AL TO MM IRMW*AtS* 1NR KSTf. UMC-SIDW.AEETAWALM POIIo--MATUI IID. I,PII,11 0-2051 L f wart, rlta 17 Is wt=sA"ra wAK A F1TIA KM MO Lft TO A AAIINAtIw%W.ti[AT PEACR . IT S141311A Of IOC'AM SM TWAT Tk SUW FLOAT CM K WO 03 A CO 3Tw1♦AS sm", now CIAY tV*km $U,m Own WnX TO FLOAT TwTA KK FICLO Um op top al FLOAT aaruT WU AOII[SIK rwAna cartel rtaArlAa mxe IwaAwc ►ItLA um DETAIL—PARALLEL SEAM TOP SIDE FLOAT 5 DETAIL—PARALLEL SEAM BOTTOM SIDE FLOAT S DETAIL—FIELD SEAM 1 4 4 4 No WITH w pkm UKSI3t t•TO Ir n � LIKE Ye l4 cm mill(IM tow Or FUA. &4C IIATI"A3 WWA.nilwakfis smut - k / TaF SIM40 I''' UK AIAJN" JOlKO rtr rW MIN IR SAII,YEIIT Ya1A AOIx;IYc f I f I TOP a OOTTUT 31![-umooCO FIAT r. soant SUK ruw1A[O A'wlw 3agw- OKA,%Mlw PALI Owatly. r I W, HAPI$ f I Tat OF StAFt DETAIL—FACTORY SEAM 2 aUM wr FLOTS vw OF RM—NI'l um 4 4 I f MAI FL"Tlm COf[fl O1CK I I ITSW a I=Ima Fa61TIOtt I WITH UP TAR 10 swo. AM MAI&L OffEffiB_ 00 NOT WT COKA MIN10i". 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Sl.or[•31¢0.IIECT11116Aw,Aw►aws--MTFXI W. 1.ff1.100 F D"',` Q � i „..,... ..................... f.8” P to r sITOi ALttRRA,INNa NNOLtS ONIIUO AT Ya TO EAth orNNER AS InRNRN. , C O O OFFSR LATElS W tTkVom arsrT LATEa a Eauraw vawtwu MITNNM•t0I�iW 49[�it ktxr YARRfIuu,a wfI at NMt ATTAgN NOEL 1b Y[raff INUk P LMnAT,70 NIL, All;t'WINE DTIINMi TOP SIDE FLOAT BQTTQIIA SIDE FLOAT 11", DETAIL.—SUCTION HOSE & WEIGHT 3 calls+.POMIA[i �»�-~�—�,r wn.NEWtAa1 Prot !I fi 5 nXTINa C"NNdNARANE t�lA>1TItNE TATLA 1A/A Otl<s YALOC ]C LAYILAf.IO 1HL, AAIMAItEA Iff!"m MSS lb,-r Or Swim NOii snua 11ATi,nI;TNT vialow om Mari N NM.Tom NN m DETAIL—ACCESS PATH FLOATS 1 5 t.Nt.r LIA*N SECTION WITH RESERVOIR FULL { sA.rRTa RAINNra} i 1 I 1 NATIM7E4 40MAL wallop flit IV V OEM RAINWATER REMOVAL. SUCTION HOSE 2 5 00 NOT 3CAU W WWMKE rNA UNIT Morl[E k� ,...a,.,,..�.�., SHEET 5 OF 6 9 INIS 1�rtNRM1I0N IS RO'r TO NE TAAY►AO NAIdIArn p AENwESurrArlar FOR INw10N tNNlft ASANtS rtra REsraaurutT,1RR1 u ur.w«O..w,w,a nWgl S'OR OR KCMWPatloa to MAEraa ART rAToMP INTENTION YItMFT Llaxu, IT IS 0r1100 SO 0 ICE CMINIAATNP, rNVES,I4AITNV.1441 OU" INal511I13 0"WRIVART I11FOROT10R Tb IKLIMtO IN THE IWVMTSM AILQAISLO WHIN, 0404 OIrINtO'SUIT FUIRTINA RESERVOIR OMA FOR A AND AS allol IT Is NOT is K i6[A[A ART WT ATTAThENPAc to RIAIRt INouatNlts' TAN[REsn, SL?E•SIOEA.KCTAK AAA►0 1p-^VIINT NO. 1."I.WO -205 1 w X (TOTAL SLOPS ALLOWANCE)-('Al INSTALLEW DISTANCE)-('STRAIGHT ACROSS' DISTANCE) (DIMENSION "Gla(TOTAL SLOPE ALLOWANCE)+((A), (8), OR (C) PER NOTE r►1) � IIFISUALt+pt1 LI11R3 7� IF , IM11. I�SiRYOIr mm LIM NEAw IRS MlAuj mtTAT11ralp�I try At WAN rwcT1 PAX.IESLAMStR rATCl1 tYTEL 1 1. M RAW FLOAT TtW SPACED AM Y rtTm 1lAt TNT m lm%b IA To TK TOTAL W a a a rt wmNnol uo S1K TK KukmtR fJy,gA.R7R R1SfiA of TN[tKt.Wu Ulm AMT1- C]PATTA(AT SSCIE4DY come go) PNp:W i 11114� L LDK SIItU ilrt ftlT1EDL No"; (6) i•-'AM LOOK MhPf MOB SMOMM(I0Ii11 RESERVOIR "EMPTY" MEASUREMENT (a NIT n}0R=0 wK(tliMfR TIMM t Tli t R. 10p IASIALUN OOESII bE� Iftim Tw ALL KAOR It ( """""'"'""""""•."" •"••""•"•"" """"� � rmw Ob via PANELS. StAm AIaoao To Wiir K 0~TCIPIA lw d t 1, KAI"ACMK IOTA.ROE mlommo t IMF 1[ASM'STRAI®R ACIM'DTST*a/R lAl PAS 1[Am1EIflA'1M'1l"'l1E"(SNN111 ON du -- FAA. i[SiDfD1A NATO Itra IDIAr1o1F Z M p1 A0111MMMI ftRk71 J111RT DI Anu1R AVAILS VITA At1C11MTi UMAtDNAKR TxaE.Artm. 1 1 KAMM tom7o■v SIDO [W.V TMRS MITNSt[lILOE& WATT. y� .RESERVOIR "FULL" MEASUREMENT PfA MM Tt A7 LA 9"011 —-- —— INDICAno 0 FLAN woos. TOWN,4 U11NE16 we im m1TEE LINE D/IIA" PLAN VIEW—TYPICAL RECTANGULAR RESERVOIR TOTAL SLOPE ALLOWANCE DE ERMINATION go IW'T*GILL 0MIN'OM )MPDATART rvnLx Eluttt � w.wc a.w r SHEET 6 OF 6 tNlt tW*WIICN IS NDT TO K TA=As WMWrY OA 94MUNATM fti W901 SUM ASSIM WML NEsraalE11,1'IT,80 AS ' o y� K10(t5sIDN ON waxes MTIa1 TO"Aala A"PAT(mv IrrmlaA V17NOITT Utimm. 17 IS amoto milt M o"IKAATIm, Wept KflKa Sw fWAT1K ust"oll Omm HIE A � �� * lorMINATIOA,NLAif1µTIDN, EWIAE 111 15"FEs""061"NIT IWQF MTTM Is lacLuarp IN t1E JA Tlm Hu m o NE1Ki11, !t Nq AS uo IT 1s Nor TO EE into to Mn Of KT4IiMjL TO wAM INOATRILS' 1411KSTS. SIME-SIZED.A[C AWNIAN rao--PATart od. S.lo1.SW � D-2061 w LIQUID CONTAINMENT SPECIALISTS Sta-Flex STA-FLEX = A QUALITY JOB We install only the highest quality materials available from manufacturers and suppliers who have earned the respect of the industry. This, combined with the skill and workman- ship of our own installation crews, has earned Sta-Flex a reputation for excellence. Applicable "state of the art"testing procedures such as air lancing, spark testing, vacuum testing and visual inspection by trained personnel are conducted to insure liner integrity. However, quality cannot be inspected into a product and assurance of quality is to begin with a firm that cares. At Sta-Flex, we care and our record shows it. „ 4 " Pulp Liquor Treatment Pond. Great Northern Paper Co., Millinocket, Maine. 1,300,000 square feet of 30 mil Hypalon. 1976 STA-FLEX = PERFORMANCE Whether for Design, Technical Assistance, or Installation, Sta-Flex is there when you need us. We take pride in our record. Whether meeting construction schedules or responding to emergencies, Sta-Flex will get the job done. 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Corporate Headquarters: 445 Portsmouth Avenue, Greenland, NH 03040 Telephone. 603-431-8285 Western Office: 1153 Lincoln Avenue, San Jose, CA 95125 Telephone: 408-279-1373 BOz� ti,� ti THE CITY OF BOZEMAN 411 E- MAIN ST, P Q. BOX 640 PHONE (406I 586-3371 BOZEMAN. MONTANA 59715-0640 �1 May 28 , 1986 Mr . Bob Morgan Loan & Grant Section Supervisor Department of Natural Resources and Conservation 1.520 East Sixth Avenue Helena , MT 59620 Dear Mr. Morgan: We have again reviewed the details involved with the loan authority for our Lyman Creek Project, but still cannot justify, nor afford, the terms involved with the repayment schedule. We definitely need to do our Lyman Creek Project but we will not be in a position to construct it yet this year. If you would add our project to the list for funding during the next biennium, we might be in a better position to accept the loan. Sincerely, Richard C. Holmes , P.E. Director of Public Service RCH/lh cc: James E. Wysocki , City Manager HOME OF MONTANA STATE UNIVERSITY GATEWAY TO YELLOWSTONE PARK 4 THE CITY OF BOZEMAN 9A 411 E. MAIN ST. P.O, BOX 640 PHONE (406( 586-3321 BOZ.EMAN, MONTANA 5971� 9 le - 5-27-86 t 88 �� �qr o?..' co Dick said he wasn' t going May 28 , 1986 to mail this until he first checked with you as to whether you had any objec- tion. e$ Mr . Bob Morgan Loan & Grant Section Supervisor Department of Natural Resources and Conservation 1520 East Sixth Avenue Helena , MT 59620 Dear Mr . Morgan: we have again reviewed the details involved with the loan authority for our Lyman Creek Project , but still cannot justify, nor afford, the terms involved with the repayment schedule. We definitely need to do our Lyman Creek Project but we will not be in a position to construct it yet this year . If you would add our project to the list for funding during the next biennium, we might be in a better position to accept the loan. Sincerely, /s/ Richard C. Holmes Richard C. Holmes , P.E. Director of Public Service RCH/lh cc : James E. Wysocki , City Manager HOME OF MONTANA STATE UNIVERSITY GATEWAY TO YELLOWSTONE PARK DEPA L�TMENT OF NATURAL RE; .)URGES AND CONSERVATION TU)SCHWINDEN,GOVERNOR 11320 EAST SIXTH AV>NUE STATE OF MONTANA 3. DlREGTOR'&OFFICE(406)444-6689 HELENR,MONTA3VA 59620 April 30, 1966 Dick Holmes Director of Public Service Glty of Bozeman box 640 Bozeman, M•i 59715 Dear Dick: 'shank you for your call regarding Bozeman Ioan authority for the Lyman Creek rroject. The loan authority is valid for the biennium b5-86. If you will use the funds before December 31 , 1986, you have no problem. It you won't use the funds before December 31 , 1986 and srti 1 I want to do the project, you need to let us know now, so that we can get your project funded for the next biennium. I am enclosing a checklist which includes timetrames Involved and designates where department approval is required. The schedule is to assure cuff lclent time for review and approval of the construction aocuments, election proceedings, and financial information. I am also enclosing a copy of the i etter sent to Mayor Weaver on May 10, 1 985 by Ann Mulroney. Please keep in contact with us, and let us know If you need further information. Sincerely. .+ Bob Morgan Loan and Grant Section Supervisor f jp s Enclosure 7 .�hn:jyur' •'��?;.1�r rw""""'fir<,,, t»:o,� :.M,.• 'r;•;• CENTRALI7ED SVRVICES CORSCAVATION 0118TRI A ENEIIGY 011•AND OAS WATER RESOURCES DIVISION DIVISION DIVISION DIVISION DIVISION 0061444-5700 14061444-4967 4406)444-0607 140RI 444-6875 (406)444.6901 Department of Natural Resources and Conservation Water Development and CSTB Loan Programs Supporting Documents Checklist and Department Approval Requirements Muncipal Sponsors The following list describes the documents which will support the design and contracting procedures for construction projects financed with DNRC loans as well as support the financing and repayment capabilities of the sponsor. The documents are grouped in seven sectlons: CONSTRUCTION, INSURANCE, PERMITS/EASEMENTS, RATES, PROFESSIONAL SERViCES AND FUNDING DOCUMENTATION, OUTSTANDING AND ADDITiONAL BONDS, and CLOSING CERTIFICATES. The Submitta[Approval Schedule column states If Department approval is required for a document and when •the documents should be submitted to the Department. The schedule Is to assure sufficient time for review and approval of the construction documents and flnanclal information. Submittal times for other documents are coordinated with these submittals. The submittal times should be scheduled backward from the anticipated Closing Day. Determine a Closing Day when the construction contracts are expected to be signed. Funds will be disbursed on Closing Day. (The Closing Day date and scheduling times can be adjusted from time to time as circumstances require. ) Although the checklist Is intended as a scheduling help for Project Sponsors, submitting a copy to the Department with anticipated submlttal dates will also help us better coordinate our efforts. DOCUMENT SUBMITTAL/APPROVAL SCHEDULE A. CONSTRUCTION 1 . Engineering Agreement Submit prior to beginning final design and description of the If possible selection process DEPARTMENT REVIEW REQUIRED Z. Design Report Before final design Is started If possible DEPARTMENT APPROVAL REQUIRED 3. Plans and specifications Submit three months before closing or when plans are submitted to the Department of Health and Environmental Sciences (DHES) 4. Final bid package with DHES Submit two months before closing. approved plans and DEPARTMENT APPROVAL REQUiRED BEFORE specifications, DHES approval ADVERTISING FOR BIDS letter, and engineers cost estimate - f 5. Bid documentation: Submit approximately one month before a. Affidavit of publication closing depending on advertisement b. Planholders List schedule. c. Bid Tabulation DEPARTMENT APPROVAL REQUIRED BEFORE BID IS AWARDED 6. Award documentation: a. Bid Award letter from project sponsor b. Construction contract Submit within one week of closing with insurance and bonding certifications 7. Notice to Proceed letter Submit within one week of closing B. INSURANCE 1 . Property damage and personal If a system is in place, submit one liability coverage certifica- month before closing. If a new bons system Is being constructed, permanent Insurance coverage should be secured when construction Is complete and certification provided to the Department at that time. 2. Worker's compensation Submit one month before closing coverage or exemption certifications for engineer/ inspector and sponsor If sponsor Is performing any of the construction work 3. Surety bond coverage Submit one month before closing certification for person handling finances for the city or town C. PERMITS/EASEMENTS I . Water use permit If required Submit with bid package 2. Encroachment permits from Submit with bid package the Highway Department if required 3. Land easements If required Submit with bid package a. Title opinion and deed Submit with bid package for any land purchased for the project D. RATES 1 . Current rate ordinance and Submit as soon as possible after most current year-end financial decision to proceed with project statement for system being financed 2. PSC order approving rate Submit with bid package Increase If required 3. If Increase is requited, Submit with bid package adopted rate resolution DEPARTMENT APPROVAL, REQUIRED Increasing rates effective no later than anticipated Day of Closing. Include Notice of Public Hearing of meeting when rate Increase Is considered, copy of mailed notice and certification of city clerk that mailed notice complies with statutory require- ments (69-7-111 , MCA), certified copy of minutes of public hearing, and certified copy of minutes of meet€'ng at which rates were adopted (Sponsors are reminded that rate increases must follow statutory procedures in 69-7-101 through 69-7-121 , MCA. The process can take up to 2 months). E. PROFESSIONAL, SERVICES AND FUNDING DOCUMENTATION I . Professional service Submit for review prior to agreements with attorney signature or other management DEPARTMENT REVIEW REQUIRED professionals to be retained by contract and a description of the selection process 2. Grant contracts from any Submit signed as soon as possible other participants In the project such as CDBG 3. If sponsor Is contrlbuting Submit as soon as possible cash copies of appropriate sections of the adopted budget or other ev I dense of f I rm funding is required F. OUTSTANDING AND ADDITIONAL BONDS 1 . Outstanding bond resolutions Submit as soon as possible for bonds being repaid from revenues of the system 2. Bond resolution for any Submit one month before Closing additional bonds required ( it Is very Important that to complete financing for additional bonds be discussed the project with the Department as soon as possible) DEPARTMENT APPROVAL REQUIRED 3. Sale documentation and Submit two weeks before closing purchase commitments for additional bonds G. CLOSING DOCUMENTS AND CERTIFICATES Draft documents will be provided by the Department or Bond Counsel several months before closing. They will require fill-in Information from the Sponsor. The final versions will be prepared by Bond Counsel for signature on the Day of Closing. 1 . Certificate as to Submit filled-in form two months Organization and before closing with final bid package Financial Condition 2. Signature, No Litigation and Submit filled-in form one month Arbitrage Certificate before closing 3. Affidavit as to Signatures Submit filled-in form one month and Certificate of before closing Authenticity 4. Certified copies of Council Submit as generated Minutes at which significant actions were taken related to the bond purchase such as land purchases, engineering contracts approved, construction bids. MAID. SUPPORTING DOCUMENTS AND A MAIL ORIGINAL CLOSING DOCUMENTS TO COPY OF CLOSING DOCUMENTS TO: BOND COUNSEL LISTED BELOW OR ANY OTHER BOND COUNSEL SELECTED BY THE PROJECT SPONSOR THAT HAS BEEN APPROVED BY DNRC: Department of Natural Resources Mae Nan Ellingson and Conservation Dorsey A Whitney Water Development Bureau First National Bank Plaza, Suite 200 1520 East Sixth Avenue 127 East Front Street Helena, MT 59620 Missoula, MT 59802 I . 1 it , : l",.�1�,:'�1.. liEl--OLMC'ES �• ��� . WATIJi Rl•`,C)JJfJCF:,S DIVISION 32 8ouni RWJNG + 7, IAA ..\ .* �v�V':-. ,'/ (4Ck-.)444I1.11 AIiF+INI:;!']IA'2trrt ' f�I �' (u>„14•ir „<,-„ I rt•,ilui I r,INr. l,1111 All JILUNA, MONTANA B9020 " `M - (4urr)4+irr.t.n �';�11 .r ; rt'ri, f '41 1+III1FAIJ {aIN,7 a•1-1 rr,;,t .'a n't r ,l 'r'Iv l• ., I , 1,',I.LAil (4Utti1 aa9 U,•rI1 WA I i,il L, I'•: I••' -Ir AU May 10, 1985 Kenneth L. Weaver, Mayor City of Bozeman Box 640 Bozeman, MT 59715 Dear Mayor Weaver : The 1985 Montana Legislature has approved'pp d a loan authority of $726,079 for your water system project. A ioan, for the;,:fw.11 ,amount approved wi i i carry an Interest rate of three -i 1ve years of an anticipated 20-year term and the rate at which the state bond is sold for the remaining 15 years, Should your loan be reduced the five year interest rate may change. The Department WOUid like to provide Ioan funds during the current c�,nstructlon season and Is accordingly scheduling the sale of a State of Mor.�ana CoaI Severance Tax Bond before the end of fIscaI year 1985. Our underwriter has also told us that interest rates during the next two months will most Iikeiy be close to the nine percent we anticipated in the appiication. Proceeds frcc: tl;e state bond would be available to purchase local bonds this summer. In order. to establish the size of the state Issue the Department needs a resol utlon of intent to Issue a local bond for sale to the Department from each s ow;or and a Project p preliminary project budget which includes the non-construction costs and a contingency amount to cover unexpected cost fluctuations. l A model resolutlon of Intent Is enclosed as well as a budget form. The re50lutlon of Intent Is our assurance that you understand the terms of the loan and the costs 1nVUlved and are Intending to complete the steps necessary to issue a local bond to finance the project. The budget will probably not differ, too much from the one submitted wltf� your application but you will want to make a few changes. We have Included two attorneys as budget items. The local attorney will be needed if you purchase land or negotiate easements for your project. You may choose to use an attorney If you anticipate pSC proceedings for a rate Increase. We have also listed a bond attorney In the event one Is required and suggest that you budget $1 ,000 for local attorney fees, and $2,000 for a bond attorney. At this time we are anticipating a maximum of four percent for issuance costs rather than the five percent listed in the application form. Both the bond attorney fee and Issuance costs may be reduced when the state Issue 15 finalized. You should also include in the budget an amount for the reserve requirement you expect .to fund from bond proceeds. The reserve Is one semiannual payment and can be funded completely with rates over a three-yoar period or completely or partially fran proceeds. You may also elIminate tht; Inflation C-ofillnnency If you plan to construct this year or feel your coats w I I I hold through the anticipated construction period. The construction contingency can be a percentage of the lump sum construction - cost or different for t-lach construction line Item. Please indicate the method you chon,_,e on Itit: uudget form. Try to come as close as you can to a complete cost estimate. It the project has been or will be reduced In scope, the rpductlon must not affect priority activltles. The budget form should be signed by the Mayor and the Project Engineer If one Is under contract. The Department disburses loan funds as a lump sum when the bond has been Issued and the purchase documents signed by the sponsor and the Department. The purchase transaction takes place when the construction contracts are signed. in some cases the construction contracts can be submitted a short time after bond closing with Department permission, Water and sewer plans and t',peciflcations must be apprcwasd by the iepartment of Health and Envlronmental Sciences as well as the Department of Natural Resources and Conservation. Although we are requesting loan cotwnitments now so that proceeds wlII be available this summer if needed al project sponsors should submit resolutions of intent and prel Iml nary budgets If they plan to f i nance their project with a coal severance tax loan during the biennium. An amortization schedule to help you determine rates needed to amortize the loan wlIi follow In a couple of days. We have been conservative and used a 10 percent Interest rate for the schedules. The lower rate we are hoping for would reduce user rates somewhat. if you have an outstanding bond you should review that bond resolution as to the coverage requirements. Most require that annual not rev+nues (gross revenues less operating costs) yield 125% of the maximum annual debt service requirrmont of all outstanding bonds. if there are no outstanding bonds secured with rates from your system annual revenues for debt service must yield 100% of the maximum annual debt service plus the reserve amount you plan to fund from the rates. Please submit your resolution and budget information to the Department by June b or before. A phone call as soon as possible indicating whether you will or will not participate would be very much appreciated. We will be happy to help you In any way we can. and plan to meet with ail our Ivan sponsors this summer to review the bond purchase procedures. Sincerely, 'Ann Mulroney Loan and Grant Section Supervisor AM/ndm Enclosures THE CITY OF BOZEMAN 411 E, MAIN ST. P.O. BOX 640 PHONE (406) 586-3321 * of BOZEMAN. MONTANA 5 9 7 1 5-064 0 r 0Ike <rS' NBg 140 May 31 , 1985 <s zT -Ms .—Ann Mulroney Loan and Grant Section Supervisor Water Resources Division Department of Natural Resources and Conservation 32 South Ewing Helena , MT 59620 Dear Ms. Mulroney: Re: City of Bozeman ' s Loan Authority , Water System Project I am writing to let you know that the City has decided that it will not make a request to exercise its loan authority at this time. Per our telephone conversation , I understand that the authority will remain in place throughout this biennium and that the Department is likely to schedule a second bond sale to provide funds for loans such as ours during 1986 . The City should be in a better position to analyze the impact and advisability of exercising its loan authority next year and is interested in participating in this program at a later time. Thank you for your assistance. Very truly yours , /-/ Mary L. Cri,1-1­1- ~-Snzitb Mary L. Crumbaker-Smith City Attorney MC-S/lh CC: James E. Wysocki , City Manager Richard C. Holmes , Director of public Service Neil Mann, Engineering Officer l6;Z,� 0 HOME OF MONTANA STATE UNIVERSITY l GATEWAY TO YELLOWSTONE PARK Q RAN C E 71 7of WOWS ., CAM 6?f sit - rk 2 9 40 1 A 6 1 17 bAo. " 4 0 MOMS-' 76,11 PIT DEPA"TMENT OF NATURAL RES'iURCES G�v� AND CONSERVATION WATER RESOURCES DIVISION �� c • t���.T 7"'may�� Il�t TED SCHWINDEN,GOVERNOR 32 SOUTH E WING STATE OF MONTANA �A : - ���►�_ '_ ,yy (406)444.6801 ADMINIS'1'RA'COR HELENA, MONTANA 59620 T� (406)444.6G46 ENGINEERING BUREAU (406)444.6668 WATER DEVELOPMENT BUREAU (406)444.6601 WATER MANAGEMENT ROREAU (406)444-6G10 WATER RIGHTS BUREAU MEMORANDUM TO: Municipal Sponsors of Projects Authorized for Coal Severance Tax Loans FROM: Ann Mulroney Loan and Grant Supervisor DATE: May 18, 1985 JJJ RE: Interest Rate Authorized Please correct the interest rate for, your loan stated in the first paragraph of the letter I sent you on May 10� The percent named for the first five years of an anticipated 20-year term; will be poinJ4 below the rate at which the state bond Is sold. Thus, If your letter said the loan would carry an interest rate of three percent for the first five years you should change that to read three percent below—the rate- at which the state--bond-- Is so I d, fob the first- five yearn of an anticipated 20-year term. DEPARTNIENTOF NATURAL RESOTTRC7S AND CONSE'RVATTON I WOMAN MEMORANDUM TO: Applicants of the water Development and Renewable Resource / Development Programs | FROM: Water Development Bureau, Department of Na+urm| Resources and Conservation DATE: February 7, 1985 RE: Lec\ s| afive Report and Hearing Schedule Enclosed is the report on the Water Development and Renewable Resource Development programs that has been presented to the 1985 Legislature. The Long-Rance Planning 5ubconnnit+em of the Montana Legislature has scheduled hearings on February 19 and 30 to discuss the ranking and funding recommendations for opp| lcmnfg that have requested Coal Severance Tax Bond loans for amounts greater than D200"000" The hearing will be held in room 420 of the Capitol ben|nnlng at 7 :30 a.m. on each of those days. Your specific project w / | | be discussed on February 20fh. Please note that the Long-Range � Planning Subcommittee is made up of members from both the House Appropriations � --Committee and the Senate Finance and Claims Committee; therefore, if you wish to provide testimony on your project, you should only present if at this one time. Please call 1~800~332-3400 to confirm the hearing date. Feel free to ma| Y our � dnporfmamf If you have any other questions. Enclosure 14 tJ/ ' � | ^ | 0 | � / IN The LT>, recrxrmends i lnan of $qW,DW at an interest rates (if three percmtoge points be Low the Mtez at sirh the state bond is snLd for the fir,t senrr_n yearI tend rat the (=l sevemnce tax bond rate for they mining 13 ycxrrr,, caltirgent eiorr the district: pns inq the rw:crmary band issue. My reduction in the Loan serenest will msutt in recaLailat.ion of they Lonn interest rate. This mte wi LL he based on the: rtesutting !vintion of the, Wait utility fear.:: f mi this S;tnt.a avvrarw.. Any rec#rction in ,t 'ae: Ouxrld not affect lori ty impravr nts. C,.,p C IPUCAN tom_E: City of Bozcmrn IY:TTVM N W_ Lynnn Creek VbU,!r System Irrisrovrarrentc EX NT a%/25,075 EA L PROJECT M: E7 >. ► tJ W FECU44?M: VW,00 Loan P)ECT De37IPTICN: The City of Bozawn obtains its municipat vaster %Wty fctm srf"ace meter flames in thrim, Local 5 itersheds. Mrricipat voter dmvxtt excend the city's reliable stater supply by wre than M permrrt during y year,. In addition to a supply shortage, the city is cxnaerned over potential Gi re9re9i�w is �' sntaInination in Lyre n Crre.k which is am of their three existing sources. ConWHnaticn of this source suld increase current voter supply probLwis. The Lyman Creek system inter spurge arigirrmtebs prirm►ari ty fran springy. inter is diverted frcxn the creek me distww betow the sprite rind stored in on rspen reservoir. The open creek meet aru9 open storage ►cility pose a continued cont3ninatiom threat. The city has regmsted "M to anaose all used portims t the syst m. to eliminate W Potential probtm. An altertrmtivc trwtsvr°nt option vQs dmterrnir-d to be mre rstLy. WEIM. Egt.Zi'Y V,bter from the L. n Creek system is considered good in quality and has rewired red only f louh da and ilorine treatment. Lrzn Creek provides a gravity ftow supply to all Bare men cxrstmers north of Interstate � �. The North Side distoners tfw Less than fiver pp rcx:rrt of the ci ty's total fly. lfris indicates the oTen Creek sourm is not a major contributor of regular caner dwwd. F w&:Iyer, the supply is used to jpptement the mining supplies and as an vxrrgenq murc:e of water for the entire coammity. The %t.er twlity Burmu, has assessed the �Jpr it�r_leurta_t.i�. problem as a serious threat to the exzmmity gter supply. The Bureera reamnended total a ncLastire or trIt Of the s Mpty as soon as possible:. The � ity has Chosety the enclosure option under a ptiamd constntction plea. Phow I involves crinstruction Of` a aver over the storage res erurei r. Phone II Sri It extend the pipe conveyaroe upstrvam to the springy. The #real Phase wi tt rxnstruct ere encLosed spring box. ALL thin- phases mast to finided to cWpletety etimirmte -m contamination threat. �i WMM ffmEMI.IlP1P Thet totat projeet mat is estimated at MAM. The city hms requested a grant of 5725 AM grad ld )ntribute a totat of $M,4EV. Phases I tfrr xvh III am expected to cost SM,116. T42,9Q. and SU,2Wy rspectivety. Qfrrent vrater and sewer rates for an average residential user are estimated at $19 per mmth, inctuding r anticipated neater rate increase fer existing imsprarr +nts. 154 — ftMFt?fMAL V-PICT ART l : Project construction impacts should be of start duration and limited to tho boundaries of the water supply system. Lwg-Leon impacts wi ll include preservation of a good quality ►inter supply for the covuunity and increased public access to 2:D acres of city property. No significant adverse impacts are anticipated. StWAY OF PLWG BWITS: Prevention of potential water :amply reLoted health hazards for a portion of the Bozeman czamunity is the primary public benefit. Prevention of the introduction of surface ureter tnntaminants including giardia vA tL preclude costly treatment. Other contaminants such as ac:iat spraying and dust will also be avoided. In general the project would improve voter quality and enhance the domestic water supply. Indirect benefits will include the potential for the city to better utilize their existing supply and reduce water treatment costs. FEDU+131 1TON: lC recomm n& a $7M,079 loan from the sale of coat severance tax bonds to be repotd over a maximum of 20 years. The interest rate shall be tvc peroentage points below the rate at which the state band is sold for the first seven years, and the coal severance tax bond rate for the re oiniqj 13 years. Any redaction in the loan request will rrsult in mcaLa-station o; the loon interest, rate. This rate wi 11 he based on the resulting deviation of the local utility fees from the state average. Any reduction in project scope should not affect priority improvernints. Lann prorzeLZ may be used for the initial phase of the proposed three-phase construction provided the city r:>akes a commitment to cormplete the following phaser, in a reasonable amount of time. A11'LICWT ME: Quarto Vbter livers Association �f/ALTIVITY M4:: Distribution System Replacement ANOINT FUDLESM: $ 67,310 grant, $a)2,080 Loan TOTAL PFOXCT COST: $259,440 AM1XNT FEI 443,M: $M,440 loon FRD,MT UESCRIPTION: The unity of Charlo is supplied domestic water by the Char-to Itbter livers Association, a nonprofit corporation. The association serves approximately 25D residents of Quarto. At present the water system consists of a well, 30,000-gallon elevated storage tank and several thousand feet of distribution line. Much of the distribution line, approximately 8;/W feet. is 4-inch and (winch wood stave pipe. The wood stave pipe is war surplus material and was installed in the late 1940's. The wood stave pipe is obsolete, deteriorating and leaky, and very difficult to repair. It is estimated that at least 3M of the water pumped into the neater system is lost through leakage from the wood stave pipe sections. In addition, the wood pips appears to impart a bad taste to the community's crater in recent years (probably because of bacterial growth on the pipe wraps) and because of numerous leaks it periodicatly becomes contaminated. In 1994 the Montana Department of Health and Environmental Sciences issued a 'boil order" for the Charlo water system because of, high bacterial counts in venter samples taken throughout the system. The deteriorated, loky sections of wed stave pipe need to be replaced with new pipe. The proposed project consists of design and construction of the following improvvnents: 550 feet of 0-inch line, 8.150 feet of 6-inch line, one 8-inch and sixteen 6-inch control (gate) valves, 14 fire hydrants, 126 service replacements and other oppurteranees. 1N,?VT1_1T1.A1,, R.1 'SOt" !UIM WAYER 5CI F%V;N 1)��N, C,,C:1VT:r1Nc 1­7 % ........... 44• q 511. A 1,7 (400)444-(�'06>J%VA­C1;'2'. PFV­FI_ (40-"'%)+w 0001 1WA'ri._-11 %i': A I (406)4.;4-U6 I(;WATKA1 RI-A-11 MEMORANDUM TO: Applicants of the Water Development and Renewable Resource Development Programs FROM: Water Development Bureau, Department of Natural Resources and Conservation DATE: February 7, 1985 RE: Legislative Report and Hearing Schedule Enclosed is the report on the Water Development and Renewable Resource Development programs that has been presented to the 1985 Legislature. The Long-Range Planning Subcommittee of the Montana Legislature has scheduled hearings on February 19 and 20 to discuss the ranking and funding recommendations for applicants that have requested Coal Severance Tax Bond loans for amounts greater than $200,000. The hearing will be held In room 420 i of the Capitol beginning at 7 .30 a.m. on each of those days. Your specific project will be discussed on February 20th. Please note that the Long-Range ! i Plannina Subcommittee is made up of members from both the House Approprtations Committee and the Senate Finance and Claims Committee; therefore, if you wish to provide testimony on your project, you should only present it at this one Mime. Please call 1-800-332-3408 to confirm the hearing data. Feet free to call our department If you have any other questions. Enclosure The MM recxrxrmends a Lunn of $530,IOL] at an i nte.re5t rite of three percentage points be Low the rate at vhich the state band is scald for the first seven years, and at. the (=L severance. tAix bond rate for the ^exmaining 13 yeeiru, contingent t"in the district: possing the nf:cessary bond issue. Any reduction in the Loon retiur?st wi LL rr,suLt in recalculation of the Lann interest rote.. Thi, rage wi LL be based on the resut,tinrj ievintiran of the LocriL uti Lity fees from tlae stotc average. My raaductiora in stxatae shcx,ld rot affect irior'ity impruvrinunts. Grcklp C SPPLIDWT NOE, Ci ty of 5oz(m-an �T4X `T AMVITY NAME: Lyman Creek Vtrt.er System, Improvements . IT RHOLESTED: V�S,C179 MTAL IMJXT CK S7• $ 7, 6 '41 *ULNT $725,U79 Loan >„ *UJWT CEMRIPrift `u P The City of Blazeman obtains its muni ci rki L Yeter supp Ly from surfac52 water flaws in three Loco L ? �ot:ersheds. Municipat crater datiands exceed the city's reLiabLe water suppLy by more they! 20 percent dur-ing �I Iry years. In addition to a supply shortage, thy+ city is ccnc'>erned over potentiaL Ciea i arrtaLia xnttami neti on in Lyman Crcnk which is or}e of their three existing sources. Contom'i notion of this source Mould increase current water supply problems. The L.yrtr;:n Creek system wetear Wurce originates primari Ly from sprir>gs~. titer is diverted from the creek � distwer, Wow the springs and stored 'in ern open reservoir. The open crec.k chanrteL and open storaW reciLity pose a continued c;ontaminatic.n threat. The city has rested flin&, ttt encLdse eLL exposed portions <{ if the system to eLiminate the potjantiaL problem. M aLter-native trc.'atannt; option was cfPtermined to be more N` Est Ly. TBUFNICAL PEASISTUTY ASS S rr: yi' r Water frczn the Lyman Creek system is considered rood in quaLity and has required onLy fLouride and �h to r•i rrG treatment. Lyman Creek provi cis a grevi ty f Low si�x,ap Ly to a t t Boze .tn customers north caf InCerstate ' ICl. The Borth Side customers u..e LcSs than five percent of the ci ty's tots L supp L y. This i r cti cetes the Lyman Creesk source is not, a major contributor of ruguLtar• consumer demand. However, the supply is used to € �uppLement the remining suppLies and es an emergency rztirce of voter for the entire conminit The meter LJaolity Bureau ha., assessed the Giprdi@,,jwt,Lj,Pp'obLem as a seriatS threat to the comoinit k r Y meter supply. The Bureau r'e�ded totFaL encLosure or treatment of the st�aply as sdoara Fas povsibLe. The � amity has chosen the enclosum option under a phased c)nstructinn plan. Pt>ase I involves construction of a zver over the storage reservoir. Phta:,e II wi L L extend the pipe conveyor", upstream to the spri ngs. The FinaL phase wi LL construct an enclosed spring box. ALL three phase, utist; be finished to crmgLeteLy eliminate the contsmination that. TyY Tel• OT1� 1�Ty (�[R`9434'{ The t oW L project; oast is estimated at $EU7,5W. The city tier, regtae'asted a g i-ent of $726,M m-d wou Ld contribute; a totaL of $81 ,467. Phases I through III are expected to oxtst M., 116, T492,W, and $67,2M rectiveLy. Current water and sewer motes for an eavearage residential, user are estimated at $19 per mmth, incLuding an anticipated meter rate increases for existing improvements. 154 'E i Project. cmnstructirm iMacts should be of short duration and Limited to the bouneiaries of the wzlter sup¢aly sy;atm. Long-term impae.'ts wiLL include prilservation of a good quality water sUpty for the unity and increased public access to cal acres of city property. No significant adverse impacts SM anticipated. SVIIARYi E.PU-FXJC B3qEFM, Prevention of potential water supply related heo th hazards for a portion of the Bozamn Comaaunity is the Primary public benefit. Prevention of the introduction of surfam voter contaminants including ginrdia vtiLL Preclude costly treatment. Other contamirvints such as ae;•ial spraying and dust wi LL also be Favoided. In gendreL the Project wouLd improve water quality and er�noe the domerstic water supply. Indirect benefits will inctuda the V)tentiat for the city to better utilize their existing supply and mduCe water treatment coal. !� T QN: rec onmends a $M,G79 Loan from tyre ra Le of coax t 6everance tax bonct to be repaid over a rmeximw of -T years. The interest rate shaU be twrs peroeratage. points below the rate at which the state bond is ;sold for the first seven years, and the cm[ sevcrana3 tax brand rate for tho rem, inir�q 13 years. Any mcLction in the loan request, wi LL result in recaL[IA3titan r„' the Loon interest rate. This rate wi Ll be: bused on the resulting deviation of the Locat utility fees from the state average. Any redictiem in prq,ject scope should not affbot priority irrproveFmnts. Win proceeds may ba used for the initial phase of the proposed thr 'Ose construction provided the city makes a cotmitlr eat to complete the following phases in a reasonabLe amount of time. AEEUCANT W-4%E: Cl-orto Voter Users Association PA ' / Y ,: Di st ri buti on System Replacmient " _AMW RSTIII, $ 67,360 grant, $Dl2,080 Loan fC7T'A! 4ULEJ (mil: $M, ,440 AMg1.N1" RDMIM; $a39,440 loan MLLUCT C tIPTIC V The community of Qmr[o is supplied domestic water by the Charlo Vibter Users Asstaciation, a nonprofit carWrati0n. The asSDOation serves approximateLy 2M residents of Charlo. At prosent the viiter system consists of a we L L, 30,E--Da L ton elevated storage tank and several tlxouseand fa-It of distribution L i nee. Mbch of the distribution Line, approxirmtely BAD foot, is 4�-inch and 6-inch wood stove pipe. The wood stave Pipe is war surplus material and was inst:alted in the Lath 1 W's. The wood stave pipe is obsolete, drteriomting and leaky, ,and vary difficutt: to repasir. It; is estimated that at Least of the water pumped into the water system is Lost throuqh Lmkage from the wood stave pipe sections. In addition, the wood pip„ appears to impart a bail taste to the CoMYwity's water in recent years (pre-bmbty bemuse of bacterial growth on the pipe MLte) and because of numerous Leaks it periodically becomes contaminated. In 1964 the Montane kTarbmont Of Health and EnvirortsaentaL Sciences issued a %Oi L order" for the CharLo water system because of high bacterial counts in wntear '►Les taken throughout the system. The deteriorated, Leaky sections of wraad stave pipe need to be replaced with new pipe. The proposed project consists of design and constRztion of the following improvaTents: 550 feet of R-inch Line, 5,150 feet of G-inch Line, one B-inch and sixteen 6--inch control (gate) vaLves, 14 fire hydrants, 12B service repLacevrents and other, appurtenances. -- 155 December 17, 1984 TO: Neil Mann Bx 640 Bozeman, MT 59715 Ref: Lyman Creek Water System Improvement Project ` I ram' FROM: Ruben M. Redfield, Chairman I McHessor - Dry Gulch Gravity Irrigation System SUBJECT: DNRC Water Development Loans, Mates & Repayment Schedules We are writing to you with regard to the DNRC Water Development Loan that you have applied for. To get immediately to the point, our project cannot afford the repayment schedule that the DNRC will recommend to the Legislature. We of course don't know, but we suspect that you might be in the same position as ire are. If that is indeed the case, the Water Development Program will have few, if any, takers. We were under the impression that projects for the Water Development Grant and loan Program would be considered on their merit, them prioritized and subsidized according to the applicant's ability to repay. During the last Legislature, H.B. 885 approved some projects with interest rates as low as 3% with 30 year terms. We are, therefore, proposing a coordinated effort (we are writing to all Water Development Loan Applicants - see enclosed list) to seek changes in the bNRC's interest rate recommendations. At any Fate, we would appreciate hearing from you to determine if you have similar concerns. if there is sufficient interest, we are planning a meeting in Helena on .January 15 at 1:30 p.m. , in the Federal. Building to discuss our concerns and decide on a course of action. We have confirmation from the Water Development: Bureau that one or more of the staff would be on hand at such a meeting to explain their rating procedure, etc. DNRC Water Development Loans, Rates & Repayment Schedules, page 2 In summary then, we'd like a response from you on two counts; 1. Will your financial plan (interest rate and loan terms) as proposed by the DNRC provide you with workable payback figures and terms to enable you to construct your project? ¢. Mould you come to Helena on the above date to discuss these problems and work out a plan to convince the DNRC and/or Legislature that changes are needed to make the Water Development program work? Please send your reply as soon as possible to. Robert M. Redfield c/o Ruby Valley Conservation District Rx 295 Sheridan, MT 59749 We will contact you further regarding the meeting if responses to this latter show sufficient interest. The following loans are recommended fOr an MeteM Eate of 8% (or 2 percentage points below LK-' ote at, the State bond is sold) for Lhe first 7 years cd vi aMcipated 20 q2a�-' termp and the rate at which the state bond iS SUld M Lhe remaining 13 years, City of Bozeman 726tO79 LymAn Creek Water System improvement,,,!; Chax1a Water Users Association 260,44o Distribution System Replacement City of East Mono 434e434 Hatex Syvtam 1mvrovement Town of Malaka Water System Renovation City of Havre 2 ;590 ,00() Water System Improvement hill County Watet District 1,410*000 Rural Water SUPPOO'' Lockwood JrrigaLion District 2471060 System Renovation Pondera County Conservation District Lower Bizcb Creek Watersbad Seeley Lake Watex District 310,706 Hatex Storage Tank Tiber County Water District e. 59,261) New control and monitoring SyEtes'(i whitohaill 300,400 Sewer Project. White Sulphur Springs 639,150 Water ay4tem 19TAL ULrti. 1Y1'V v4 1 ( Jr 1v Ali 1 U 11AL rlr" Uti(-:t1b , / T AND CONSERVATION / ( WATER RESOURCES DIVISION y / \ U \ TED <<'11WINpYN. GOVERNOR !. Snl'1'1 v1rJG .7)ATE OF MO TA A •�� �1 (40b)444 6601 AUMINISTHATC•H .•_— UELF.NA, 11!NT1f 1 cm.2( •��it!�" (41N,)444 Fr'.►b fNi.INEENING BUREAU (406)444 69,611 WATEH DEVELOPmE.NT Dl1HEAU 14061 444.6601 WATFH MANAC,FMPNT DURFAU (406)444 C4,10 WATER RIGtITs DUHEAU 1 i October 12, 1984 City of Bozeman C/o Neil Mann Box 640 Bozeman, MT. 59715 t Dear-Mr . Mann: The Montana Department of Natural Resources and Conservation 1 Water Development Program Advisory Council met on October 3 to make funding recommendations for the loan applications received this year . It was recommended that you receive a $726 ,079 loan for the Lyman Creek Water System Improvement Project . The recommended interest rate is two percentage points below the rate at which the state coal severance tax bond is sold for the f irst seven years of an anticipated 20 year term, and then at the rate the bond is sold for the remaining 13 years. Please note that these funding recommendations are not final , but that the final decision will be made by the 1985 Montana Legislature this winter . We will try to let you know when the legislative hearings for the Water Development Program are scheduled. We will be contacting you again after the Legislative session to inform you of the final funding decision and to discuss contracting procedures where appropriate. Feel free to call our office at 444-6668 if you have any questions. Sincerely. Caralee Cheney ,�I ' Bureau Chief i -'s I)PTAY, MENT OF NAIUJ�.A.L RES".. '14( AND CONSERVATION ............. 4 WATFR HESC)UTICUS 1)1V1SJ(-)N. 11T? \L ........... Q. .......... ............. ...................... W)f" (406)444-6W] October 12, 1984 City of Bozeman c/o Neil Mann Box 640 Bozeman, kT, 59715 Dear-Ar . Mann: The Montana Department of Natural Resources and conservation Water Development Program Advisory Council met on October 3 to make funding recommendations for the loan applications received this year . It was recommended that you receive a $726079 loan for the Lyman Creek Water System Improvement Project. The recommended interest rate is two percentage po ints below the rate at which the state coal severance tax bond is sold for the first seven years of an anticipated 20 year term, and then at the rate the bond is sold for the remaining 13 years. Please note that these funding recommendations are not final, but that the final decision will be made by the 1985 Montana Legislature this winter . we will try to let you know when the legislative hearings for the water Development Program are scheduled. we will be contacting you again after the Legislative session to inform you of the final funding decision and to discuss contracting procedures where appropriate. Feel free to call our office at 444-6668 if you have any questions. Sincerely, 4 J Caralee Cheney Bureau Chief TiiE CITY OF BOZEMAN 411 E. MAIN ST. P.O. SOX 640 PHONC (406) 586.3321 BOZEMAN, MONTANA 59715.,0640 c �.: wr��co. June_ 8, 1984 r Water Development Bureau Department of Natural Resources and Conservation 28 South Rodney Helena, SST 59620 Gentlemen: Enclosed are two copies of a grant application for funding through the Water Development and Renewable Resource pro- gram for improvements to our Lyman Creek relater Supply. The improvements are an alternative to constructing a treatment facility to treat against the threat of contamina- tion by waterborne parasites and are recommended by the State Department of Health. We have indicated that the City is willing to participate in $81, 487 of the project cost and is receptive to a loan or combination, grant and loan. Attached is a warrant in the amount of $150 for the application fee. Please advise if you require additional data to assist you in prooessi.ng this application. Sincerely, Richard C. Holmes, P.E. Director of Public Service RC11/lh Enclosure HOME: OF MONTANA STATE UNIVERSITY GATEWAY TO Yr--LLOWSTONE PARK THE CITY OF BOZEMAN CJ 411 E. MAIN $T. P,O, BOX 640 PHONE (406) 566.3321 * * BOZEMAN, MONTANA 59715-0640 June 1, 19 8 4 TO: lames B. Wysocki. , City Manager FROM:;A ichard C. Iolmes , Director of Public Service RE: Water Development Program - Grant Application Attached is a grant application to the Department of Natural. Resources and Conservation for a grant of $726, 079 . 40 ;from the State for engineering design, and construction of Lyman Creek Water System Improvements. The project is for covering the reservoir, extending the pipeline to the spring, and constructing a spring house. The total cast is estimated to be $807 , 566 . We have indicated in the application that the City is willing to participate in $81, 487 of the project cast. The improve-merits identified are an alternative to constructing a treatment facility for the Lyman Creek supply to treat against the threat of contamination by waterborne parasites. The improvements listed for construction are those recommended by the State Department of Health in order to achieve the stated objective. In addition to the attached application data, a $1,50 . 00. :fee, is to be submitted with the application. if grant monies are not available to fund the amounts requested, we have indicated that we will consider the receipt of a loan for the project. The application summary must be signed by the Mayor and must be postmarked by June 15 , 1984. RCII:kn Attachments HOME OF MONTANA STATE UNIVERSITY GATEWAY TO YEL,LOWSTONE PARK Q B� r THE CITY OF SOZEMAN UrL`. v, 411 F. MAIN ST. P,U. +., y fJX 640 PHONE, (406) 586.3329 BOZEMAN, MO NTANA 59715.0640 4 ::r: 7► ca.."o June 1, 1984 TO, 'Tames E. Wysocki, Cit Y Manager FROM ichard C. Ho m - es, Dj'rector of Public- Service RE: Water Development Program - Grant Application Attached is a grant: application to Resources and Conservation for a the f $726, 07epartment of natural the State for engineering grant of $726, 079« 4CP from Greek Water S g design and construction of the k Water System Improvements. The project is for Lymancovering er Constructing a springing the Pipe"ne to the spring, and ering to be $807 566. spring hawse. The total cost is estimated we have indicatedthe i.n the application that crostCity is willing to participate in S81, 487 Of the Project The improvements identified are an alt:ernat ' a treatment facility for the L ave to constructing C against the threat of treat The improvements liste eorttaminatioribye�rat�,rbornetlparasites. by the State Department d for FT constructionealt re those " recornmended stated objective, to achieve the In addition to the attached a to be submitted with the a icatiotian data, a pAlicatian. $150. 00 ,fee is If grant monies are not available to fund the we have indicated that we will consider t)le receiptta.fr�guested, for. the project. loan The application summary must be si be postmarked by ,Vane lad 1984 . fined by the Ma.Yor and must RCH.kn Attachments f. . HOME n10NTANA STATE L1NidlEl"dSITY twatel' :Ill" Renewable Resource Programs IDepariment of Natural Resources and Conservation PUBLIC ENTITY APPLICANTS STATEMENT OF FINANCIAL CONDITION Applicant: City of Bozeman , Montana Project Title: Lyman Creek Water System Improvements I. The taxable value of property within the jurisdiction of the applicant entity as shown on the last assessment roll was$ 19 ► 619, 8 2 2 The millage rate excluding special assessments not applica- ble to all taxpayers which has been approved for levy during the current fiscal year is 109 . 00 mills. The millage for I-Y 1983 was 104 . 89 mills and the millage for FY 1979 was 95 . 43 mills . 2. The following fund or accounts are pledged or maintained partially or exclusively for the payment of bonds of the types(general obligation, special improvement, or revenue)and in the amounts(of unpaid principal as of June 30 , 19 83 ) indicated: Name of fund Name or description Unpaid principal or account of bonds Amount General Obligation Bonds Munic. Bldg . $ 24 , 000 General Obligation Bonds Rec. Facilities $505 , 000 General Obligation Bonds Sr. Citizens Center $200 , 000 General Obligation Bonds Library Facilities $1 , 275 , 000 Special Improvement Bonds Various Districts $9 , 933 , 300 Revenue Bonds Water $5 , 000 , 000 Revenue Bonds Sewer $170 , 000 3. The bonds listed in paragraph 2 above are more particularly described as follows: Date of Name, Type and Interest Payment and Issue Purpose Rate Maturity Dates 7/1/64 Munic. Bldg. G.O. Bonds 3 . 25% Pay 1/1 , 7/1, Mature 1984 l/l/74 Rec. Facility G.O.Bonds . 05-5 . 0% ,Pay 1/1 , 7/1,Mature 1994 10/1/77 Sr. Ctr. G.Oi. Bonds 3 . 9-4 . 4% ,Pay 4/1 , 10/1,Mature 1981 7/1/80 Library G.O. Bonds 7% Pay 1/1 , 7/1, Mature 2000 1965-1984 S . I .D. Bonds 4 . 5-14% ,Pay 1/1 , 7/1,Mature thru year 2001 11/22/82 Water Rev. Bonds 9-11% Pay 6/1 , 12/1 ,Mature 2001 1/1/74 Se er Rev., ft)ds 4 5 �a ��/ 7/A Mature 1984 4. The entity tas no gencralor special rode to ness of any kind, otfierhan as esc ibk'`a dve, B n cash or similar assets other than as described above, except as follows: (Respond on back-) Due to length of disclosure nleded, audited financial statements as of 6/30/83 are attached.