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Haida Corporation Reynolds Creek Hydro Project FERC Proj No. 11480 Response to Addtl 1998
HAIDA CORPORATION Reynolds Creek-Hydroelectric ProjectCRSCaayectMmaResponsefopvaditions) august third nineteen-hundred ninety-eight amcs Mite+? August 3,1998 |hye"Ns Mr.David P.Boergers,Acting Secretary Federal Energy Regulatory Commission 888 First Street NE,Room A-1 Washington,D.C.20426 Re:Reynolds Creek Hydroelectric Project FERC Project No.11480 Applicant Response to Additional Information Requests Dear Mr.Boergers: On behalf of Haida Corporation,enclosed are an original and eight copies of the Applicant's Response to the Additional Information Requests (AIR)received from the FERC Office of Hydropower Licensing.Items 3 through 10 of the March 5,1998,AIR and all of the May 4, 1998,AIR are included in this filing.As granted by the FERC on June 24,1998,Items 1 and 2 of the March 5,1998,AIR will be filed on or before September 2,1998. If you have any questions or require additional information,please let me know. Respectfully, HDR,INC. FMMlenna Michael V.Stimac,P.E. Manager,Licensing and Environmental Services Enclosures cc:John Bruns-Haida Corporation Cynthia Pickering Christianson Don Clarke-Wilkinson,Barker,Knauer &Quinn Service List Distribution List h:\iydireynolds\air01\ HDR Engineering,Inc.500 108th Avenue N.E.Telephone Suite 1200 425 453-1523 Bellevue,Washington Fax Employee-owned 98004-5538 425 453-7107 REYNOLDS CREEK HYDROELECTRIC PROJECT FERC PROJECT NO.11480 Certificate of Service I hereby certify that I have this day served the letter from Michael V.Stimac to David P. Boergers,dated August 3,1998,and its enclosure for the Reynolds Creek Hydroelectric Project upon all persons listed below in accordance with the requirements of Section 385.2010 of the Rules of Practice and Procedure. Robert Babson,NOAA Attorney Office of General Counsel,Alaska Region National Oceanic and Atmospheric Admin. P.O.Box 21668 Juneau,AK 99802 Steven Zimmerman,Ph.D. Assistant Administrator for Habitat Conservation National Marine Fisheries Service P.O.Box 21668 Juneau,AK 99802 David B.Allen,Regional Director U.S.Fish and Wildlife Service 1011 E.Tudor Rd. Anchorage,AK 99503-6199 Nevin D.Holmberg,Field Supervisor U.S.Fish and Wildlife Service 3000 Vintage Blvd.,Suite 201 Juneau,AK 99801-7100 Margaret Bowman Director of Hydropower Programs American Rivers,Inc. 1025 Vermont Avenue,N.W.,Ste.720 Washington,D.C.20005 Richard Roos-Collins Natural Heritage Institute 114 Sansome Street,Ste.1200 San Francisco,CA 94104 Frank Rue,Commissioner Alaska Department of Fish and Game P.O.Box 25526 Juneau,AK 99801 Lana Shea Flanders,Regional Supervisor Alaska Department of Fish and Game Habitat and Restoration Division P.O.Box 240020 Douglas,AK 99824-0020 James Durst,Habitat Biologist Alaska Department of Fish and Game Habitat and Restoration Division P.O.Box 429 Klawock,AK 99925-0429 Christopher Estes Statewide Instream Flow Coordinator Alaska Department of Fish and Game Div.of Sport Fish/Research and Tech.Services 333 Raspberry Rd. Anchorage,AK 99518-1599 Robert W.Loescher Sealaska Corporation One Sealaska Plaza,Suite 400 Juneau,AK 99801 William M.Bumpers Baker &Botts,Attorneys at Law 1299 Pennsylvania Ave.NW Washington,D.C.20004-2402 Dated at Bellevue,Washington,this 3rd day of August,1998. A:\iydireynolds\license\service |.doc Certificate of Service Michael V.Stimac Reynolds Creek Hydroelectric Project FERC Project No.11480 REYNOLDS CREEK HYDROELECTRIC PROJECT FERC PROJECT NO.11480 DistributionList John C.Leeds,III,Project Manager Permit Processing Section,Regulatory Branch U.S.Army Corps of Engineers,Alaska District P.O.Box 898 Anchorage,AK 99506-0898 Jennifer Garland State of Alaska,Office of the Governor Division of Governmental Coordination Central Office P.O.Box 10030 Juneau,AK 99811-0030 David C.Sturdevant Alaska Dept.of Environmental Conservation Southwest Regional Office 410 Willoughby,Suite 105 Juneau,AK 99801 John Dunker,Water Office Alaska Department of Natural Resources Division of Water 400 Willoughby,Suite 400 Juneau,AK 99801-1724 Jim Anderson,Land Officer Alaska Department of Natural Resources Division of Land 400 Willoughby,Suite 400 Juneau,AK 99801-1724 Bill Gary,Regional Manager Alaska Department of Natural Resources Division of Parks &Outdoor Recreation 400 Willoughby,Suite 400 Juneau,AK 99801-1724 Judith Bittner State Historic Preservation Officer Alaska Department of Natural Resources Office of History and Archaeology 3602 "C”Street,Suite 1278 Anchorage,AK 99503-5921 August 3,1998 .Mayor,City of Hydaburg P.O.Box 49 Hydaburg,AK 99922 Steve Brockmann Ecological Services U.S.Fish &Wildlife Service 624 Mill Street Ketchikan,AK 99901 Steve Hoffman Ketchikan Area Management Biologist Alaska Department of Fish &Game Division of Sportfish 2030 Sea Level Drive,Suite 205 Ketchikan,AK 99901 Glenn Freeman,Fishery Biologist Alaska Department of Fish &Game Division of Sportfish 2030 Sea Level Drive,Suite 205 Ketchikan,AK 99901 Harry Hall,Director Portland Regional Office Federal Energy Regulatory Commission 101 S.W.Main Street,Suite 905 Portland,OR 97204 Paul Berkshire Director of Energy Development-Hydro Alaska Power &Telephone P.O.Box 3222 Port Townsend,WA 98368 Rick Harris Sealaska Corporation One Sealaska Plaza,Suite 400 Juneau,AK 99801-1512 Bob Chadwick Alaska Department of Fish and Game Sportfish Division P.O.Box 682 Craig,AK 99921 Reynolds Creek Hydroelectric Project FERC Project No.11480 Andy Grossman National Marine Fisheries Service P.O.Box 21668 Juneau,AK 99802 Clayton Hawkes Alaska Department of Fish and Game P.O.Box 240020 Douglas,AK 99824-0020 Bill Hanson Alaska Department of Fish and Game P.O.Box 240020 Douglas,AK 99824-0020 August 3,1998 Distribution List Peter Crimp State of Alaska DCRA -Division of Energy _333 W.4"Ave.,Suite 220 Anchorage,AK 99501-2341 Bennie N.Rinehart U.S.Dept.of EnergyLockheedMartinIdaho Technologies,Co. 2525 N.Fremont Avenue P.O.Box 1625,MS-3830 Idaho Falls,ID 83415-3830 Reynolds Creek Hydroelectric Project FERC Project No.11480 REYNOLDS CREEK HYDROELECTRIC PROJECT FERC PROJECT NO.11480 RESPONSE TO ADDITIONAL INFORMATION REQUESTS HAIDA CORPORATION August 3,1998 Applicant's Response to Additional Information Request REYNOLDS CREEK HYDROELECTRIC PROJECT _FERC PROJECT NO.11480 RESPONSE TO ADDITIONAL INFORMATION REQUESTS TABLE OF CONTENTS Section Page INTRODUCTION(0.0...ccccecssessccccssssccscssssccecscscsscsscsssscccsecsccsseccssseesssnececssccsessasseseressssssosessoes 1 ADDITIONAL INFORMATION REQUEST -MARCH 5,1998 GENERAL Agency Notification of AIR...sssssssessecsessscsssssssssessscssescsssscssnessssreessssseereassenenssseneneasenes 2 SCHEDULE A +.Ttem 3:Water Quality Data....ceesscssssssseccsecssccesssescecsecenescsscssesesssssscnssssstsoasseseenseees 2 Item 4:Level Control Mode of Operation ............:cccsssssscseesecesesssssscssssssesersssceserenssesseseses 4 Item 5:Regional Energy Plan for Prince of Wales Island .............cssscesssssssssssesssssseeesssees 7 Iter 6:Economic AnalySis...........ssssssccsscsscsssssssscsenssssssccssssssessesscvarsonssssescesseeescssssnenseasens 8 Item 7:Breakdown of Generating ReSOurces ............sssssssessssrcesseseesssssnsoessescesenssnsesensnass 8 Item 8:Potential Loads 0.0...eeessssccesescesscescesscesoessnsesscsscssssessnccenssscssessssscessceneeesense 10 Ttem 9:Revised Exhibits...........sscscssssecssescscsescsssescseessccsssssesonssssassscenssssssensessesseseeesesenes 11 Item 10:Additional or Modified Environmental Measures............s.sccsssecssssvsssssseeseseees 11 ADDITIONAL INFORMATION REQUEST -MAY 4,1998 SCHEDULE A Item 1:Economics of Run-of-River Operation...........ccsssscsssssesecsssssessssecsscecsssssssssessssanes 13 Item 2:Location of Tailrace.............sscsscesessescerssssssrsssssscrssssssesscsessasecssscsessscsscessscsssoosense 18 Item 3:Intake Screen ..........esscsssseccessssscccscecseoesscssssersseceossssscecssssseescesssccesecssceesessesenseses 19 Item 4:Reynolds Creek Construction Time Limitation .............csscsssssessescesssesseereessess 19 ;Reynolds Creek Hydroelectric Project August 3,1998 -i-.o FERC Project No.11480 Applicant's Response to Additional Information Request TABLE OF CONTENTS (continued) APPENDICES A -Correspondence/Agency Consultation B -Annual Energy Requirements -Revised Figure 3 C -Revised Exhibit Drawings D -Flow Duration Curves E -Backup Energy Calculations F -Annual Value of Change in Power Generation Backup Calculations Reynolds Creek Hydroelectric Project August 3,1998 : -ii-FERC Project No.11480 Applicant's Response to Additional Information Request INTRODUCTION The following information is provided in response to the March 5 and May 4,1998,letters from the Director,Division of Project Review,Federal Energy Regulatory Commission (FERC), identifying certain actions and requesting additional information in order to complete the review and processing of the Application for License and Applicant-Prepared Environmental Assessment for the Reynolds Creek Hydroelectric Project. On June 1,1998,the Applicant filed a Motion for Extension of Time to file the information requested by the FERC.FERC granted the request in a letter dated June 24,1998.Items 1 and 2 of the March 5.1998,Additional Information Request (AIR)will be filed on September 2,1998. Items 3 through 10 of the March 5,1998,AIR and all of the May 4,1998,AIR responses are included with this filing. At the request of the FERC,a conference call was held on June 2,1998,to discuss the status of the March 5,1998,AIR.Participants in the call included the FERC,Applicant,and resource agencies.A copy of the conference call summary report is included in Appendix A of this response. The organization of this response lists the items requested by the FERC in their March 5 and May 4,1998,AIRs with the Applicant's response immediately following.All correspondence and documentation are included in the Appendices to this response. Reynolds Creek Hydroelectric Project August 3,1998 -l-FERC Project No.11480 Applicant's Response to Additional Information Request ADDITIONAL INFORMATION REQUEST (AIR) MARCH 5,1998 GENERAL AGENCY NOTIFICATION OF AIR FERC Request: Within 5 days ofreceipt,provide a copy ofthis and the attached schedule to all agencies you will consult in response to this additional information request.Then when you file the requested information with the Commission,you must provide a complete copy ofthe information to each agency consulted under section 4.38 ofthe regulations. Applicant Response: Copies of the FERC AIR dated March 5,1998,were received by the Applicant's representative on March 9,1998.On March 12,1998,the AIR was forwarded to those agencies/entities to be consulted with in the development of the response.A copy of the March 12 letter is included in Appendix A. SCHEDULE A -ADDITIONAL INFORMATION ITEMS 1 AND 2:To be filed on or before September 2,1998,in accordance with Carol L. Sampson's letter dated June 24,1998. ITEM 3:WATER QUALITY DATA FERC Request: Your application provides 6 months ofwater quality data collected near the proposed tailrace and diversion sites.By this spring you will have completed 1 year of water quality data collection.Please update the information in the application by reporting all water quality data collected after September 1997.Describe any continuing water quality monitoring,including the parameter,method,location,andfrequency ofcollection,and the expected duration ofthe monitoring program. Applicant Response: Water quality data has been collected at the proposed project site since the summer of 1995. Data developed in 1995 and 1996 resulted from sampling by the Applicant's consultant,Pentec Reynolds Creek Hydroelectric Project August 3,1998 -2-FERC Project No.11480 Applicant's Response to Additional Information Request Environmental.Beginning in spring of 1997,the Applicant developed a monitoring plan for additional sampling.The plan calls for personnel of Haida Corporation to sample monthly as feasible.The sites that are sampled are below the proposed tailrace location and at Rich's Pond, RCHDR #1 and RCHDR #2,respectively.The parameters analyzed are those that are important to the health of the fishery resource and that may be impacted by construction and operation of the proposed project:temperature,pH,conductivity,dissolved oxygen (DO),turbidity,and total suspended sediment (TSS).Temperature,pH,conductivity,and DO are measured in the field. Water samples are collected and analyzed in a laboratory for turbidity and TSS.The data to date continue to indicate that the system is pristine and conditions have remained consistent.The monitoring program is expected to continue through construction and initial operation to determine if there are any impacts to water quality resulting from the proposed project. Table 3.1 provides water quality data collected to date at the proposed project site: Table 3.1 Reynolds Creek Hydroelectric Project FERC Project No.11480 Water Quality Data Date pm) 7/195 5 -30 --- 8 -30 --- 4/23/96 8 -20 --- $/21/96 7 7.38 20 9.9 0.39 - 2 7.48 77 11.7 0.39 - 6/7/96 7 .25 --- 4/23/97 |RCHDR #1 6.5 3.8 5.8 22 5.4 0.1 U RCHDR #2 10.3 3.2 5.1 21 6.4 0.27 U 6/28/97 |RCHDR #1 17.1 15.8 7.6 -10.1 0.1 0.6 RCHDR #2 17.3 14.6 7.6 -10.2 0.1 0.2 7/30/97 |RCHDR #1 14.2 14.6 8.1 34.2 9.5 -- RCHDR #2 15.2 14.7 8.1 34.6 9.16 -- 9/30/97 |RCHDR #1 10.7 10.5 8.2 -10.2 0.2 0 RCHDR #2 9.0 10.4 7.6 -10.1 0.2 0 2/5/98 RCHDR #1 4.8 3.1 8.2 -13 0.13 0 RCHDR #2 5.4 2.6 8.4 -12 0.12 0 5/6/98 RCHDR #1 8.6 8.0 8.2 -10.7 0.15 0.3 RCHDR #2 11.8 7.9 7.9 -10.4 0.14 0.1 6/19/98 |RCHDR #1 18.4 13.8 79 37.3 9.6 0.18 0 RCHDR #2 15.9 14.0 8.3 37.5 9.8 0.17 0 Average 7.6 32.4 9.9 0.20 0.05 Notes: 1995 and 1996 data collected by Pentec Environmental;1997 data collected by HDR/Haida Corporation. Sites 2 and 5 correspond to RCHDR #1 (below the proposed tailrace location).Sites 7 and 8 correspond to RCHDR #2 (at Rich's Pond). Reynolds Creek Hydroelectric Project August 3,1998 -3-FERC Project No.11480 Applicant's Response to Additional Information Request ITEM 4:LEVEL CONTROL MODE OF OPERATION FERC Request: We don't have a clear understanding ofthe proposed "level control”mode ofoperation.Specify the range of inflows to Lake Mellen when the level control mode of operation would apply,and describe how the project would operate at these inflows.Also provide examples ofhow the project would operate at inflows ofseveral rates (expressed in cubic feet per second)to illustrate the difference between "block loading”and "level control.” Applicant Response: The Application for License and the Draft Summary Report of the January 27/18 agency meeting (distributed February 16,1998)include descriptions of three modes of operation:1)load following;2)block loading;and 3)level control.The following summarizes the key differences between these control modes: Load Following Turbine Flow:Varied to meet load. Lake Level:Varies depending on inflow and turbine flow. Block Loading Turbine Flow:Held constant. Lake Level:Varies depending on inflow an turbine flow. Level Control Turbine Flow:Varies depending on inflow. Lake Level:Held constant. There is not necessarily a fixed range of flows when any of the three operating modes would apply,because flow is just one of the factors influencing the operating mode.The magnitude of the load being served and the total cost of the system power are also primary influences. The frequency of occurrence for each mode of operation will change significantly once the project becomes interconnected with the rest of Prince of Wales Island.The following describes how each of the operating modes may be used before and after interconnection. A.OPERATING MODES BEFORE INTERCONNECTION 1.Load Following Load following will be the predominant mode of operation prior to interconnection of the Hydaburg system with the rest of Prince of Wales Island because lake inflows are almost always greater than necessary to meet the Hydaburg loads.See Table 4.1 for an example of this operation scenario (Case 1). Load following might also be used during low flows before interconnection if a supplemental diesel is block loaded and the project serves the remaining load.See Table 4.1 foranexample of | this operation scenario (Case 2). Reynolds Creek Hydroelectric Project August 3,1998 -4-FERC Project No.11480 Applicant's Response to Additional Information Request 2.Block Loading _ Block loading generally will occur before interconnection only when the lake inflow is less than required to meet the load and when it is desired to modify the lake level.Discharging more water through the turbine than the lake inflow will draw the lake down,and discharging less will allow it to rise.See Table 4.1 for an example of this operation scenario (Case 3). 3.Level Control Level control will generally occur before interconnection only during prolonged low flows after the lake has been drawn down to its limit.See Table 4.1 for an example of this operation scenario (Case 4). TABLE 4.1 EXAMPLES OF OPERATING MODES PRIOR TO INTERCONNECTION Parameter(1)=a Applicable Flow Range,cfs Q,>Q,Qa<Q, Lake Level Condition >876 <876 Q,.Lake Mellen Inflow,cfs 50 15 15 10 Instream Flow Release,cfs 5 5 5 5 Q,Turbine Discharge Required to 6-10 6-10 6-10 6-10 Meet Load,cfs Actual Turbine Discharge,cfs 6-10 2-6 Spill,cfs 39-35 0 .0 0 Change in Storage: Acre-feet/day 0 10 10 0 Inches/day 0 0.8 0.8 0 System Load,kW 300-500 300-500 300-500 300-500 Reynolds Creek Generation,kW 300-500 100-300 250 250 Diesel Generation,kW 0 200 50-250 50-250 Note: (1)-A range of values for a parameter indicates a daily variation. August 3,1998 Reynolds Creek Hydroelectric Project FERC Project No.11480 Applicant's Response to Additional Information Request B.OPERATING MODES AFTER INTERCONNECTION 1.Load Following Load following will be rare after interconnection because the project capacity will be relatively small compared to the total load swings of the interconnected system.Load following could occur under certain circumstances,such as when the Black Bear Lake Project's storage is exhausted and it is no longer able to follow load.See Table 4.2 for an example of this operation scenario (Case 1). 2.Block Loading Block loading generally will occur after interconnection when it is desired to have a constant output from the project or to modify the lake level,similar to before interconnection.Block loading is likely to be more frequent after interconnection than before because of the value of the project storage.See Table 4.2 for an example of this operation scenario (Case 2). 3.Level Control Level control will be a common mode of operation after interconnection.The turbine flow will automatically be adjusted to maintain the lake at some setpoint level below the spillway crest. Generation will be maximized if the setpoint lake level is below the spillway crest in order to capture short-term increases in inflow due to rainstorms.See Table 4.2 for examples of this operation scenario (Cases 3 and 4). Reynolds Creek Hydroelectric Project August 3,1998 -6-FERC Project No.11480 Applicant's Response to Additional Information Request TABLE 4.2EXAMPLESOFOPERATING MODES AFTER INT ERCONNECTION oe ;Level Control ° Parameter?1 se as Case 4 Applicable Flow Range,cfs NA NA Q,>Qu Q,<Qu Lake Level Condition 876 >872 2874.5 874.5 Q,,Lake Mellen Inflow,cfs 50 15 100 25 Instream Flow Release,cfs 5 5 5 5 Qu,Max.Turbine Discharge,cfs 30 30 30 30 Actual Turbine Discharge,cfs 0-30 30 -30 20 Spill,cfs 45-15 0 0 0 Change in Storage: Acre-feet/day 0 -40 +130 0 Inches/day 0 =3 +10 0 System Load,MW 20-25 20-25 20-25.20-25 Reynolds Creek Generation,MW 0-1.5 1.5 1.5 1.0 Other Generation,MW 20-23.5 18.5-23.5 18.5-23.5 19.0-24.0 Note: '0A range of values for a parameter indicates a daily variation. ITEM 5:REGIONAL ENERGY PLAN FOR PRINCE OF WALES ISLAND FERC Request: Please provide a copy of the September 1997,regional energy plan Jor Prince of Wales Island,as drafted by Haida Corporation. Applicant Response: The Draft Prince of Wales Island Regional Energy Plan was in draft form when the Application for License was submitted in November 1997.The Plan is being updated to reflect current conditions and will be submitted as the Reynolds Creek Developmental Analysis Report to be filed with the FERC on or before September 2,1998 (see March 5,1998,AIR,Item 1.C(a)). Reynolds Creek Hydroelectric Project August 3,1998 :-7-FERC Project No.11480 Applicant's Response to Additional Information Request ITEM 6:ECONOMIC ANALYSIS - FERC Request: Provide a copy of the economic analysis that is referred to by Haida Corporation on page 66 of the Preliminary Draft Environmental Assessment (PDEA),including more details on the $3,000,000 construction grant as referred to on page 64. Applicant Response: The economic analysis referenced in the PDEA was part of the former Draft Prince of Wales Island Regional Energy Plan.The report is being updated and retitled as the Reynolds Creek Developmental Analysis Report and will be filed with the FERC on or before September 2,1998. A Stated in the PDEA,a construction grant was awarded to the Applicant to help fund development of the Reynolds Creek Hydroelectric Project.The net grant amount to the Applicant after subtraction of administrative costs by the Department of Energy is $2,925,000. Specific milestones and payments are listed below: Project Management Plan Approved by DOE $50,000 Bid Specifications Completed 50,000 Power Purchase Agreement Signed 150,000 Final Design Completed 150,000 Financing Completed 85,000 FERC License Completed 70,000 Machinery Contracts Awarded 400,000 Civil Works Contract Awarded 400,000 Civil Works 50%Completed 470,000 Civil Works 100%Completed 500,000 Machinery Delivered 500,000 Final Construction Report Accepted by DOE 50,000 Completion of 1*year O&M 20,000 Final Year O&M Report Accepted by DOE 30,000 Total $2,925,000 ITEM 7:BREAKDOWN OF GENERATING RESOURCES FERC Request: Provide a breakdown ofthe generating resources and energy requirements used to create Figure 3 on page 9 of the PDEA.. Reynolds Creek Hydroelectric Project August 3,1998 -8-FERC Project No.11480 Applicant's Response to Additional Information Request Applicant Response: The generating resources and energy requirements used to create Figure 3 of the PDEA were derived primarily from discussions with and data supplied by Alaska Power &Telephone,the utility serving most of Prince of Wales Island.Subsequently,the Applicant sponsored the development of the Draft Prince of Wales Island Regional Energy Plan,which included more detailed analysis of the generating resources and energy requirements.That plan was still in draft form when the Application for License was submitted in November 1997,and the more detailed forecast of energy requirements was not able to be incorporated into Figure 3.The Draft Regional Energy Plan is being updated and will be issued as the Reynolds Creek Project Developmental Analysis Report,which will be included with the additional information to be filed on or before September 2,1998. In order to avoid confusion regarding the differing forecasts of energy requirements between the PDEA and the Developmental Analysis Report,the Applicant requests that Figure 3 of the PDEA be superseded by the revised Figure 3 provided in Appendix B of this submittal.The revised Figure 3 is consistent with the Developmental Analysis Report,and is based on the following information on generating resources,energy requirements,and forecast assumptions: TABLE 7.1 EXISTING GENERATING RESOURCES eed Cee "peo ss Installed © SE ES 1°"-Capacity "2:Location ==foo (kW), Craig Diesel 4,850 Hollis Diesel 240 Hydaburg Diesel 1,085 Kasaan Diesel 246 Klawock Diesel THREA 1,300 Thorne Bay Diesel City of Thorne Bay 1,425 Black Bear Lake AP&T 4,500 Hydro (23,000 MWh capability) Reynolds Creek Hydroelectric Project August 3,1998 -9-FERC Project No.11480 Applicant's Response to Additional Information Request -TABLE 7.2 1996 ENERGY REQUIREMENTS UME ets °1996 Average Annual| oo .a Se "Energy Generation Load Center”=|°°.«Utility.(MWh): Craig AP&T 13,217 Hollis AP&T 393 Hydaburg AP&T 1,489 Kasaan THREA 150 Klawock THREA 4,534 Thorne Bay City of Thorne Bay 2,450 TOTAL 22,233 TABLE 7.3 LOAD FORECAST ASSUMPTIONS Load growth rate:1.5%annually,excluding new large discrete loads Large discrete 2,300 MWh mining load near Craig/Klawock in loads:1999 2.200 MWh mining load near Craig/Klawock in 2000 425 MWh Goose Creek Industrial Park in 1999 325 MWh So.Thorne Bay Subdivision in 1999 700 MWh Natzuhini logging camp near Hydaburg in 2002. South Fork Hydro Project on-line in 1999 (6,000 MWh average annual energy) Transmission Black Bear Lake Hydro to Goose Creek/Thorne interties:Bay/Kasaan completed in 1999 Craig/Klawock to Hollis completed in 2000 Hollis to Hydaburg completed in 2003 ITEM 8:POTENTIAL LOADS FERC Request: Page 6 ofthe PDEA states that Sealaska Corporation has a potential load of 1,400 megawatt hours (MWh)that the Reynolds Creek Project could serve because Sealaska is lookingfor an alternative source ofgeneration.The document also states on that page that it is assumed Haida Reynolds Creek Hydroelectric Project August 3,1998 -10-FERC Project No.11480 Applicant's Response to Additional Information Request Corporation will restart the cold storage and icemakingfacilities in Hydaburg,which are not now operating,adding anather potential load of 1,750 MWh that the project could serve. Please provide more details on these potential loads,including any information as to projected dates the project could serve these loads. Applicant Response: The Sealaska Corporation load is the Natzuhini logging camp,which is located approximately 5 miles north of Hydaburg.It currently is self-generating with diesel generators.It is reasonable to expect that it will be served once the Hollis-to-Hydaburg transmission intertie is constructed, as that intertie will pass very near to the camp.Sealaska Corporation has recently invested a considerable amount of money into upgrading the camp,and there is a large base of available timber,so it is likely to be in operation for many years.The Applicant expects that interconnection could occur as early as 2002. Startup of the Hydaburg icemaking and cold storage facilities is less certain,since that action is dependant on many economic and political factors,particularly regarding the commercial fishing industry and the Asian economy.At this time,no reliable date can be provided for restarting either the icemaking or cold storage operations. ITEM 9:REVISED EXHIBITS FERC Request: Please provide the length of the dam and intake width on Exhibit F-3,and powerhouse width and height on Exhibit F-5 of the application. Applicant Response: Dimensions have been added to Exhibits F-3 and F-5 as requested.The revised drawings are provided in Appendix C.The exhibit titles have been appended with a revision note. ITEM 10:ADDITIONAL OR MODIFIED ENVIRONMENTAL MEASURES FERC Request: Please identify any additional or modified environmental measures you propose,from that specified in your PDEA,that may have resultedfrom ongoing consultation with the agencies. Applicant Response: Since the initial conceptual project was described in the First-Stage Consultation Package and Proposed Study Plan dated January 26,1995,a number of modifications have been incorporated Reynolds Creek Hydroelectric Project August 3,1998 -11-FERC Project No.11480 Applicant's Response to Additional Information Request into the project design and operating plans to avoid or minimize project effects identified by the Applicant's consultants andby agency consultation.These include the following: Major redesign to eliminate the storage capacity of Summit Lake;this eliminated allimpactstowildlifehabitatandaquaticlifeintheSummitLakeandupperReynoldsCreek drainage (between Summit Lake and Lake Mellen). Reduction in the potential storage capacity of Lake Mellen that could have been achieved by using a higher head diversion structure;this reduced project effects on Lake Mellen grayling populations and on riparian vegetation and wildlife habitat.Important grayling habitat at the lake outlet log jam will now be preserved. Constraint of the Lake Mellen surface elevation between 874.5 and 876 fmsl (feet mean sea level)during the months of April and May when adult grayling may migrate upstream to spawn;this rule curve will ensure that grayling have free access to spawning areas. Location and design of the diversion structure to minimize exposure of grayling to the influence of the diversion intake,and design of the intake to minimize entrainment of grayling;these measures will eliminate significant entrainment losses of grayling. Location of the tailrace at the base of the anadromous fish barrier in an area of little spawning habitat for anadromous fish;this will minimize effects of the project on anadromous fish spawning and rearing. Design of the tailrace to minimize the potential for fish attraction and eliminate the potential that fish could enter the tailrace;this will minimize effects of the project on anadromous fish spawning. Siting of the transmission line along existing rights-of-way and through logged areas to the extent practicable;this will minimize impacts to wildlife habitat and minimize the potential for transmission line access roads to generate sediments that could enter surface waters. Incorporation of state-of-the-art measures to minimize risks posed by transmission lines to waterfowl and aircraft. Access to the project over existing logging roads;only a minimal distance of new road spurs will be required;this will minimize impacts to wildlife habitat and minimize the potential for project-related roads to generate sediments that could enter surface waters. No additional measures are proposed at this time. Reynolds Creek Hydroelectric Project August 3,1998 -12-FERC Project No.11480 Applicant's Response to Additional Information Request ADDITIONAL INFORMATION REQUEST -MAY 4,1998 SCHEDULE A:ADDITIONAL INFORMATION ITEM 1:ECONOMICS OF RUN-OF-RIVER OPERATION FERC Request: So that we can evaluate the effects of run-of-river operation on the project's economics,please provide: (a)-_anestimate on how a change in project operations from your proposed modes of operation in Phase 1 and Phase 2 to a run-of-river operation would affect the power generation;7 Applicant Response: As described in the Application for License,the project's operation is expected to change with time as loads increase and Hydaburg becomes interconnected with the rest of Prince of Wales Island.Consequently,the impacts of a change in project operations from that proposed in the Application for License,to a pure run-of-river operation would also vary with time.To illustrate the variation in impacts due to an operations change,energy production has been calculated for five different cases as outlined in the Table 1.1. TABLE 1.1 LOAD CASE DEFINITION _Case ||)Inter.|AveNumber|.Phase |connection |)- 1 ]No 200 Load Following 2 1 No 600 Load Following 3 1 Yes 1500 Block Loading 4 2 Yes 2000 Load Following 5 2 Yes 5000 Block Loading Case 1 represents approximately the existing conditions.Case 2 assumes a 300%load growth in Hydaburg,which would be about the maximum the project,as proposed,could fully support. Case 3 assumes that Hydaburg becomes interconnected and the Phase 1 project is operated asa - Reynolds Creek Hydroelectric Project August 3,1998 -13-FERC Project No.11480 Applicant's Response to Additional Information Request block-loaded regional resource.Case 4 assumes the project capacity is increased (Phase 2)and is operated as a regional peaking resource.Case 5 assumes the project capacity is increased and is operated as a block-loaded regional resource at maximum capacity. Table 1.2 indicates for each of the five cases the estimated loss in average generation associated with a change from the proposed operation to a pure run-of-river operation.See the response to May 4,1998,AIR Item 1(b)for a discussion of how these generation amounts were calculated. TABLE 1.2 GENERATION LOSS DUE TO RUN-OF- RIVER OPERATION Average Annual Generation,MWh ee ee el eeCase|Storage |River-|GenerationNumber|Operation |Operation |=».Loss: 1 1,750 1,750 0 2 5,250 5,140 110 3 12,270 11,600 670 4 15,150 13,830 1,320 5 22,260 21,360 900 As can be seen from Table 1.2,the impact of operating as a pure run-of-river project could be relatively small,especially during the early years of operation when the natural Reynolds Creek flows are almost always great enough to provide the necessary turbine discharge as well as instream flow requirements.After interconnection to the rest of Prince of Wales Island,the impact would be more significant,but still less than 10%. This analysis,however,understates the real impact of run-of-river operation because it is based on average daily loads and average daily streamflows.In reality,the load and streamflow both vary significantly during the course of a day.Ifa peak load occurs during a low streamflow period (which is not uncommon since both result from prolonged cold temperatures),the flow required to meet the peak load may be more than the available streamflow,even though the average load and streamflow conditions may indicate otherwise.The small amount of storage proposed for the project would provide the ability to regulate flows to meet peak loads,water to supplement low streamflows and the necessary flexibility to compete in the regional energy market. The average energy analysis also understates the impact of run-of-river operation in another important way.Prior to interconnection,with run-of-river operation during a low flow period,as prudent utility practice a diesel generator will need to be started to ensure continuous electric service,even though streamflows are adequate.Also,once a diesel unit is started and loaded,it Reynolds Creek Hydroelectric Project August 3,1998 -14-FERC Project No.11480 Applicant's Response to Additional Information Request will need to operate at a moderate capacity to provide acceptable efficiency,which will decrease the amount of load servedby the project.Starting of the diesel generator could be eliminated or at least delayed if the proposed storage operation is maintained. A complete analysis of these conditions has not been performed because it would require load and streamflow data on an hourly or smaller time increment.It is clear however that the generation impacts from run-of-river operation would be greater than shown in Table 1.2, particularly during the early years of operation.The small amount of storage proposed for the project is critical to its ability to provide cost-effective and reliable service to Hydaburg and the rest of Prince of Wales Island.Alaska Power &Telephone,the expected purchaser of the project power,has indicated that if Reynolds Creek is not constructed as a storage project,the power will be less usable and they will need to construct another storage facility on the island. FERC Request: (b)-anarrative describing how you calculate the generated energy and how you would use the project to meet the power demand;: Applicant Response: The generation amounts presented above for each of the five load cases were calculated by a mass-balance-type operations simulation model utilizing the 8 years of recorded streamflow data on Reynolds Creek described in the Application for License and February 16,1998 Draft Summary Report of the January 27-28,1998,agency meeting.Note that during the course of preparing this response,it was determined that the drainage area correction had been applied twice to the 1952-56 streamflow data,thus underestimating the streamflow during that period by about 10%.The generation estimates described herein have been based on the corrected streamflow data.Appendix D of this AIR response provides the flow duration curves for the corrected streamflow data,which supersede the curves provided in Appendix A of the Application for License. Primary input to the operations simulation model other than the streamflow data include the following: e Average monthly loads (the model interpolates average daily loads from these monthly loads). Monthly instream flow requirements (assumed to be a constant 5 cfs). Efficiencies for the turbines,generators,transformers,and transmission line. Maximum turbine flow. Maximum generator capacity. Head loss characteristics of the penstock. Reservoir storage vs.elevation data. Reservoir rule curve data (minimum reservoir level at the start of each month). Spillway discharge data (crest length,elevation,and discharge coefficient). Reynolds Creek Hydroelectric Project August 3,1998 -15-FERC Project No.11480 Applicant's Response to Additional Information Request The operations simulation model uses an iterative procedure to calculate for each day in sequence the reservoir level that satisfies the following general equations and constraints: Mass continuity (Total outflow =total inflow +change in storage) Actual instream release =f(reservoir level) Spillway discharge =f(reservoir level) Turbine discharge =f(net head,daily load,plant efficiency) Plant efficiency =f(turbine discharge) Net head =f(reservoir level,turbine discharge) Reservoir level >rule curve level Turbine discharge <turbine hydraulic capacity Plant output <plant installed capacity If there is not enough water available to meet the load either through inflow or withdrawal from storage,the turbine discharge is restricted.Once the correct reservoir level is determined for each day,the important flow,reservoir level,and generation values are recorded.After the entire period is evaluated,duration curves for each of the recorded values are produced. As described in the Application for License and the response to Item 4 of the March 5,1998, AIR included in this filing,the project would be operated in one of three modes:load following, block loading,or level control.During the early years of operation before interconnection,the project would be operated nearly always in the load following mode,with the turbine discharge varied so that generation matches the demand.After interconnection,the project could be operated in any of the three modes,but level control may predominate in order to generate the maximum amount of energy from the available water. FERC Request: (c)acopy of the backup calculations and the data used to make the calculations; Applicant Response: As noted above,the energy calculations are made by an operations simulation model.There are ten total runs involved with the evaluation (5 cases,each with proposed and run-of-river operations).Output from each run includes 1 input summary page,38 pages of sequential output data,and 3 duration curves.Appendix E of this response includes the input summary pages and output duration curves for each of the ten cases,but sequential output data for only one case as an example. For the run-of-river operation simulations,the normal diversion pond level was assumed to be elevation 872 fmsl,the normal elevation of Rich's Pond. Reynolds Creek Hydroelectric Project August 3,1998 -16-FERC Project No.11480 Applicant's Response to Additional Information Request FERC Request: (d)-anestimate of changes in annual value ofpower generation,over the licensing period (50 years),based on average annual cost of obtaining an equivalent from the least cost alternative source ofpower (lifecycle costs); Applicant Response: Over the 50-year life of the project,the value of power lost if the project was operated on a pure run-of-river basis rather than as proposed is estimated to be $180,000 annually on an escalated cost basis,and $17,000 annually on a discounted cost basis.This does not include the cost of providing the needed storage at another project,which could be considerable. These values are based on several assumptions,many of which are very speculative.Many other values could be developed with other equally-plausible assumptions.The analysis should, therefore,be considered only as a general indication of the value of the storage operation.The assumptions regarding the alternative source of power are listed in the response to item 1.(e)of the May 4,1998 AIR.The primary assumptions regarding the project are summarized below and are consistent with the assumptions included in the Reynolds Creek Developmental Analysis Report to be filed with the FERC on or before September 2,1998: Phase 1 of the project becomes operational at the beginning of year 2000. Phase 2 of the project becomes operational just before the additional generation is needed (estimated to be in 2025). e Hydaburg is interconnected with the Prince of Wales Island grid in 2003. e Energy loads for both Hydaburg and the rest of Prince of Wales Island grow at an annual rate of approximately 1.5%. e Project generation is more expensive than that from the Black Bear Lake and South Fork projects,but less expensive than that from the Wolf Lake project. e The generation loss due to run-of-river operation varies linearly between the amounts shown in Table 1.2. FERC Request: (e)assumptions on the source offuel type and the cost of the alternative sources of energy; Applicant Response: The only currently viable alternative source of generation on Prince of Wales Island is diesel generation,and that is expected to be the case for the foreseeable future.Assumptions regarding the cost of the alternative source are as follows: Reynolds Creek Hydroelectric Project August 3,1998 -17-FERC Project No.11480 Applicant's Response to Additional Information Request 1997 diesel fuel cost is $1.00/gallon. Real fuel escalation rate is 0.5%per year. Diesel generation efficiency is 13 kWh/gallon. 1997 variable cost of diesel generation is $0.010/k Wh. General inflation rate is 2.7%per year. ) Discount rate is 7%per year. FERC Request: ()-acopy of the backup calculations used in estimating the annual value of change in power generation. Applicant Response: A spreadsheet was used to calculate the annual cost of run-of-river operation,a copy of which is included in Appendix F.The first page of the spreadsheet calculates the project generation based on the assumptions listed in part (d)above.The second page of the spreadsheet calculates the generation loss and the value of that loss based on the assumptions listed in part (e)above. ITEM 2:LOCATION OF TAILRACE FERC Request: So that we can evaluate the effects of locating the tailrace above the anadromous barrier,please provide the generation and comparative economics of locating the tailrace at your proposed site and above the anadromous barrier. Applicant Response: With the proposed location,the tailrace discharges water approximately 50 feet below the anadromous barrier,and thus bypasses a small amount of spawning habitat.Some of the resource agencies have questioned whether the tailrace could discharge closer to base of the anadromous barrier,thus preserving the small amount of spawning habitat.The following response provides the generation and comparative economics of the proposed tailrace discharge location vs.that advocated by the resource agencies. ADF&G has flagged a tree in Reynolds Creek to indicate the upstream limit of spawning habitat. Discharging above that flagged tree would require raising the powerhouse approximately 10 feet and lengthening the tailrace by about 40 feet.The most significant impact on the construction cost would be an additional 500 cubic yards of rock excavation for the tailrace due to both the increased length and from much steeper slopes.Much of this excavation would be by blasting very near Reynolds Creek,which to be acceptable to the resources agencies,will require very small charge weights,thus increasing the cost.A unit cost of $200 per cubic yard is considered Reynolds Creek Hydroelectric Project August 3,1998 -18-FERC Project No.11480 Applicant's Response to Additional Information Request to be reasonable considering the difficult terrain and small charge weights,so the increase in construction cost is estimated to be $100,000. Raising the powerhouse by 10 feet would result in 10 less feet of head,which is about 1.3%of the proposed head.The loss of generation could amount to as much as 350 MWh per year, which currently would have an incremental value of 8.7 ¢/kWh,or $30,500 per year. The above cost analysis does not consider the environmental impacts of modifying the tailrace. The proposed location disturbs little riparian habitat,but if raised to discharge above the spawning habitat,the tailrace construction would eliminate an extensive riparian zone because of its alignment nearly parallel to the stream. ITEM 3:INTAKE SCREEN FERC Request: Your proposed intake screen would have 2-inch bar spacing,while the NMFS recommends 1- inch bar spacing.Please tell us how much more a screen with 1-inch spacing would cost. Applicant Response: The estimated increase in construction cost to provide an intake screen with 1-inch bar spacing is $19.000,which includes the cost for additional steel in the screen and the larger size of the concrete intake structure supporting the screen.Operation and maintenance costs would also increase by approximately $1,000 per year because of the larger area required to be raked. ITEM 4:REYNOLDS CREEK CONSTRUCTION TIME LIMITATION FERC Request: NMFS also recommends that all work within Reynolds Creek be conducted between May 15 and June 30.Please describe how this time limitation would affect your proposed construction schedule and economics ofyour project,ifat all. Applicant Response: In a letter dated June 5,1998,NMFS amended their construction window to coincide with that provided by ADF&G (July 18 through August 7)for any activities within the limits of ordinary high water of the anadromous portion of Reynolds Creek.All work directly in the stream in the anadromous zone (primarily tailrace construction as currently proposed)can be accomplished during that window.All work directly in the stream above the anadromous zone that could cause sediment impacts in the anadromous zone (primarily cofferdam placement)can also be accomplished during the July 18 -August 7 window.Cofferdam removal and other construction activities which could generate sediment cannot all be concentrated during the July 18 -August Reynolds Creek Hydroelectric Project August 3,1998 -19-FERC Project No.11480 Applicant's Response to Additional Information Request 7 window:however,with the implementation of the Erosion and Sedimentation Control Plan and use of Best Management Practices,project construction should not affect water quality within the anadromous zone.Therefore,the July 18 -August 7 time limitation will not cause schedule or cost impacts. Reynolds Creek Hydroelectric Project August 3,1998 -20-FERC Project No.11480 Applicant's Response to Additional Information Request APPENDICES Reynolds Creek Hydroelectric Project August 3,1998 FERC Project No.11480 Applicant's Response to Additional Information Request APPENDIX A CORRESPONDENCE/AGENCY CONSULTATION March 5,1998 _-Additional Information Request March 12,1998 -Agency Notification of March 5,1998,AIR May 4,1998 -Additional Information Request June 1,1998 -Applicant Request for Extension June 2,1998 -Conference Call Summary Report June 24,1998 -FERC Grants Request for Extension Reynolds Creek Hydroelectric Project August 3,1998 ; FERC Project No.11480 FEDERAL ENERGY REGULATORY COMMISSION WASHINGTON,D.C.20426 -RECEIVED MAR 09 1998 OFFICE OF HYDROPOWER LICENSING Project No.11480-001-Alaska Reynolds Creek Project Haida Corporation MAR 05 1998 Paul Berkshire,Project Manager HDR Engineering,Inc. 500-108th Avenue,NE,Suite 1200 Bellevue,WA 98004-5538 Dear Mr.Berkshire: The Commission's staff needs additional information before it can complete its evaluation of your license application and applicant-prepared environmental assessment for this project. Under section 4.32(g)of the Commission's regulations,you have 120 days to provide the information requested in Schedule A.If the requested information causes any other part of the application to be inaccurate,that part must also be revised andrefiledbytheduedate. Within 5 days of receipt,provide a copy of this letter and the attached schedule to all agencies you will consult in response to this additional information request.Then when you file the requested information with the Commission,you must provide a complete copy of the information to each agency consulted under section 4.38 of the regulations. All filings should contain an original and 8 copies and should be addressed to the Secretary of the Commission,unless otherwise specified in Schedule A.If you have any questions concerning what information must be provided,please contact Carl Keller at (202)219-2831. Sincerely, poy" Carol L.Sampson Director Office of Hydropower Licensing Enclosure:Schedule A cc:Haida Corporation Service List Public Files Schedule A - Reynolds Creek Hydroelectric Project FERC No.11480-001 1.In your February 16,1998,Summary Report of the meetings held with the agencies in Ketchikan,Alaska on January 27 and 28,1998,you proposed to provide additional information on the project. A.Please submit copies of the following information you agreed to provide to the agencies: (a)conceptual sketches showing the excavation limits and spoils disposal areas for construction of thediversion,and a description of how the excavation would be performed; (b)conceptual sketches for cofferdam placement; (c)conceptual sketches for the tailrace design; (d)a figure showing any permanent access roads expected for the project; (e)hourly flow data for Reynolds Creek from the United States Geological Survey,if available;and (f£)draft language for an article that would reopen the project license to consider environmental issues applicable to Phase 2 of the project. You must provide the U.S.Fish and Wildlife Service (FWS) and the Alaska Department of Fish and Game (ADF&G)with the items listed above,and allow them a minimum of 30 days to provide you with their comments.Include documentation of your request for the agencies'comments and copies of the agencies'comments and recommendations,if any,in the response you file with the Commission. B.Please submit the following information that the agencies agreed to provide to you,along with your comments,if any,on the agency-prepared items: (a)screening criteria/design for the project intake(ADF&G); (b)comments on the adequacy of the proposed bypass flow regime (ADF&G);and (c)comments on flow fluctuations and flow continuation in the anadromous reach (FWS and ADF&G). C.Additionally,please provide the following information you proposed to distribute to the meeting attendees: (a)the Reynolds Creek Developmental Analysis Report;and (b)availability and siting of any original U.S.Geological Survey gage data from the Reynolds Creek area. 2.During the January 1998 meeting,you agreed to conduct a bathymetric survey of the inlet to Lake Mellen between ice-outandMay31,1998,to determine the lake elevations that allowgraylingmigrationupstreamofLakeMellen.Of particularconcernisupstreamaccessatlakeelevationsbetween874.5 and 875.5 feet mean sea level. Please develop the study plan after consultation with the FWS and the ADF&G.The study results must include the following: (a)a description of the methods used in the study;- (b)an analysis of the results of the study; (c)the lake elevations that would allow grayling access upstream of Lake Mellen;and (d)documentation of consultation with the agencies before initiating the study,including specific descriptions of how all of the agencies'comments and recommendations were accommodated by the study plan. You must allow the consulted parties a minimum of 30 days to provide you with comments regarding the development of the study plan. You must provide the consulted agencies with the results of the study,and allow them a minimum of 30 days to provide you with their comments.Include documentation of your request for the agencies'comments and copies of the agencies'comments and recommendations,if any,in the response you file with the Commission. 3.Your application provides 6 months of water quality data collected near the proposed tailrace and diversion sites.By this spring you will have completed 1 year of water quality data collection.Please update the information in the application by reporting all water quality data collected after September 1997. Describe any continuing water quality monitoring,including the parameter,method,location,and frequency of collection,and the expected duration of the monitoring program. 4.We don't have a clear understanding of the proposed "level control"mode of operation.Specify the range of inflows to Lake -3- Mellen when the level control mode of operation would apply,and describe how the project would operate at these inflows.Also provide examples of how the project would operate at inflows ofseveralrates(expressed in cubic feet per second)to illustrate the difference between "block loading"and "level control." 5.Please provide a copy of the September 1997,regional energyplanforPrinceofWalesIsland,as drafted by Haida Corporation. 6.Provide a copy of the economic analysis that is referred to by Haida Corporation on page 66 of the Preliminary Draft Environmental Assessment (PDEA),including more details on the $3,000,000 construction grant as referred to on page 64. 7.Provide a breakdown of the generating resources and energy requirements used to create Figure 3 on page 9 of the PDEA. 8.Page 6 of the PDEA states that Sealaska Corporation has a potential load of 1,400 megawatt hours (MWh)that the Reynolds Creek Project could serve because Sealaska is looking for an alternative source of generation.The document also states on that page that it is assumed Haida Corporation will restart the cold storage and ice making facilities in Hydaburg,which are not now operating,adding another potential load of 1,750 MWh that the project could serve. Please provide more details on these potential loads, including any information as to projected dates the project could serve these loads. 9.Please provide the length of the dam and intake width on Exhibit F-3,and powerhouse width and height on Exhibit F-5 of the application. 10.Please identify any additional or modified environmental measures you propose,from that specified in you PDEA,that may have resulted from ongoing consultation with the agencies. dn, March 12,1998 (See Attached Distribution List) Re:Reynolds Creek Hydroelectric Project FERC Project No.11480-001 FERC Additional Information Request (AIR) On behalf of Haida Corporation,HDR Engineering,Inc.is providing a copy of the March 5, 1998,letter from the Federal Energy Regulatory Commission requesting additional information for the Reynolds Creek Hydroelectric Project.Copies of this letter are being provided to those agencies that will be consulted in responding to the AIR. If you have any questions or require additional information,please let me know. Sincerely, HDR ENGINEERING,INC. YOUU.Lorimer Michael V.Stimac,P.E. Manager,Licensing and Environmental Services Enclosure cc:John Bruns,Haida Corporation Cynthia Pickering Christianson Don Clarke,WBKQ h:\hyd\reynolds\air01 \airdistr.doc HDR Engineering,Inc.Suite 1200 Telephone .500 108th Avenue,N.E.425 453-1523 Bellevue,Washington Fax Employee-owned 98004-5538 425 453-7107 REYNOLDS CREEK HYDROELECTRIC PROJECT FERC PROJECT NO.11480 ADDITIONAL INFORMATION REQUEST Distribution List Jennifer Garland State of Alaska,Office of the Governor Division of Governmental Coordination Central Office P.O.Box 10030 Juneau,AK 99811-0030 David C.Sturdevant Alaska Dept.of Environmental Conservation Southwest Regional Office 410 Willoughby,Suite 105 Juneau,AK 99801 Lana Shea Flanders Alaska Department of Fish &Game Habitat and Restoration Division Mail Stop 1120 P.O.Box 240020 Douglas,AK 99824-0200 John Dunker,Water Office Alaska Department of Natural Resources Division of Water 400 Willoughby,Suite 400 Juneau,AK 99801-1724 Rick Harris Sealaska Corporation One Sealaska Plaza,Suite 400 Juneau,AK 99801-1512 Jim Durst Area Habitat Biologist Alaska Department of Fish &Game Habitat and Restoration Division P.O.Box 271 Klawock,AK 99925 Distribution List Steve Hoffman Ketchikan Area Management Biologist Alaska Department of Fish &Game Division of Sportfish 2030 Sea Level Drive,Suite 205 Ketchikan,AK 99901 Glenn Freeman Fishery Biologist Alaska Department of Fish &Game Division of Sportfish 2030 Sea Level Drive,Suite 205 Ketchikan,AK 99901 Christopher Estes Alaska Department of Fish &Game 333 Raspberry Road Anchorage,AK 99518-1599 Bill Hanson Alaska Department of Fish &Game P.O.Box 240020 Douglas,AK 99824-0020 Stephen Brockmann Ecological Services USS.Fish &Wildlife Service 624 Mill Street Ketchikan,AK 99901 Carl Keller Federal Energy Regulatory Commission 888 First Street NE,Room 6H-03 Washington,DC 20426 Reynolds Creek Hydroelectric Project FERC Project No.11480 John Smith Federal Energy Regulatory Commission 888 First Street NE,Room 62-25 Washington,DC 20426 Peter Crimp State of Alaska DCRA-Div.of Energy 333 W.4th Ave.,Suite 220 Anchorage,AK 99501-2341 John Bruns Haida Corporation P.O.Box 89 Hydaburg,AK 99222 Charles Skultka,Sr. Chairman of the Board Haida Corporation P.O.Box 665 Sitka,AK 99835 A:\hydireynolds\airO]\airlist.doc Distribution List Bennie N.Rinehart US.Dept.of Energy Lockheed Martin Idaho Technologies Co. -2525 N.Fremont Avenue P.O.Box 1625,MS-3830 Idaho Falls,ID 83415-3830 Bob Grimm President Alaska Power &Telephone P.O.Box 222 191 Otto St. Port Townsend,WA 98368 Reynolds Creek Hydroelectric Project FERC Project No.11480 FEDERAL ENERGY REGULATORY COMMISSION WASHINGTON,D.C.20426 Project No.11480-001--Alaska Reynolds Creek ProjectOFFICEOFHYDROPOWERLICENSINGr.Haida Corporation Mr.Paul Berkshire Project Manager MAY 4 1898 HDR Engineering,Inc. 500-108th Avenue,NE,Suite 1200 Bellevue,WA °¢°%8004-5538 Dear Mr.Berkshire: On April 10,1998,the National Marine Fisheries Service (NMFS)filed a Motion to Intervene with the Commission,including recommended license conditions.Before preparing our DEA on this project we need to look at how four of these conditions would affect the project's economics:Run-of-river operation;locating the tailrace above the anadromous barrier;intake screening;and restricted construction schedule. Therefore,the Commission's staff needs further information, in addition to our request of March 5,1998,before it can complete its evaluation of your applicant-prepared environmental assessment for this project.Under section 4.32(g)of the Commission's regulations,you have 60 days to provide the information requested in Schedule A.If the requested information causes any other part of the application to be inaccurate,that part must also be revised and refiled by the due date. Your filings should contain an original and 8 copies and should be addressed to the Secretary of the Commission,unless otherwise specified in Schedule A.If you have any questionsconcerningwhatinformationmustbeprovided,please contact our project coordinator,Mr.Carl Keller at (202)219-2831. Sincerely, folie Jn Carol L.Sampson Director Office of Hydropower Licensing Enclosure:Schedule A cc:Haida Corporation Public Files Service List Schedule A Reynolds Creek Hydroelectric Project FERC No.11480-001 1.So that we can evaluate the effects of run-of-river operation on the project's economics,please provide: 2. (a)an estimate on how a change in project operations from your proposed modes of operation in Phase 1 and Phase 2 to a run-of-river operation would affect the power generation; (b)a narrative describing how you calculate the generated energy and how you would use the project to meet the power demand; (c)a copy of the backup calculations and the data used to make the calculations; (d)an estimate of change in annual value of power generation,over the licensing period (50 years),based on average annual cost of obtaining an equivalent from the least cost alternative source of power (lifecycle costs); (e)assumptions on the source of fuel type and the cost of the alternative sources of energy;and (f)a copy of the backup calculations used in estimating the annual value of change in power generation. So that we can evaluate the effects of locating the tailrace above the anadromous barrier,please provide the generation and comparative economics of locating the tailrace at your proposed site and above the anadromous barrier. 3.Your proposed intake screen would have 2-inch bar spacing, while the NMFS recommends l-inch bar spacing.Please tell us how much more a screen with l-inch spacing would cost. 4.NMFS also recommends that all work within Reynolds Creek be conducted between May 15 and June 30.Please describe how this time limitation would affect your proposed construction schedule and economics of your project,if at all. eee ED UNITED STATES OF AMERICA _.Se THE STCRE TARY eee -BEFORE THE :98 JUN -|PHe--2r DERAL ENERGY REGULATORY COMMISSION Q:33 REGULENERGYATORYYCOMMISSION Haida Corporation )Project No.11480-001 MOTION FOR EXTENSION OF TIME TO PROVIDE ADDITIONAL INFORMATION Pursuant to Rules 212 and 2008 of the Commission's Rules of Practice and Procedure,18 C.F.R.§§385.212,385.2008,Haida Corporation ("Applicant”),the applicant for license for the Reynolds Creek Project No.11480,hereby files this motion for an extension of time to provide additional information requested under Section 4.32(g)of the Commission's regulations,18 C.F.R.§4.32(g). Applicant filed its application for license on November 25,1997.By letters dated March 5,and May 4,1998,the Director of the Office of Hydropower Licensing ('Director™) requested that the Applicant provide certain additional information with respect to its pending application for license.The Director's March 5,1998 letter included ten items and directed that the Applicant respond within 120 days.Items (1)and (2)requested under that letter included the specific requirement that the agencies be provided a minimum of 30 days to comment on the Applicant's proposed response.The Director's May 4,1998 letter included four items and directed a response within 60 days. With respect to items (1)and (2)in the March 5,1998 letter,Applicant requests an extension of 60 days to provide those responses.The bathymetric survey requested under item (2)was conducted at the project site in early April.The resulting survey data were recently received and the environmental analysis based on the survey data is underway.However,that analysis will not be completed in time to allow the agencies the full 30 days to provide their comments on the study results and still allow Applicant to file its response within the prescribed 120 day period. With respect to the remainder of the items included in the Director's March 5 letter and those included in the May 4,1998 letter,Applicant requests an additional 30 days to provide those responses to the Commission.There have been some recent changes in personnel at HDR Engineering,Inc.,Applicant's development consultant,that required replacement of the project manager and reassignment of civil engineering design responsibilities.In order to be assured that Applicant can provide the Commission complete,accurate and constructive responses to the additional information requests,an additional 30 day period will be required. WHEREFORE,Applicant respectfully requests extensions of time to respond to the additional information requests of March 5,and May 4,1998 as follows:60 days for items (1)and (2)under March 5,1998 request and 30 days for all other items requested under the March 5,and May 4,1998 letters. Respectfully submitted, By:/wie f"aDorlaldH.Clarke --- Wilkinson,Barker,Knauer &Quinn 2300 N Street,N.W.,Suite 700 Washington,D.C.20037-1128 Telephone:202/783-4141 Facsimile:202/783-5851 Counsel for Haida Corporation Dated:June 1,1998 CERTIFICATE OF SERVICE I hereby certify that I have this day served the foregoing document upon each party designated on the official service list compiled by the Secretary in this proceeding. Dated at Washington,D.C.,this 1st day of June 1998. Shelia L.Smith CONFERENCE CALL SUMMARY REPORT (Including Updated Action List as of July 1,1998) JS SUBJECT:Reynolds Creek Hydroelectric Project FERC Project No.11480 CONFERENCE CALL DATE:June 2,1998 PARTICIPANTS:Carl Keller,FERC John Bruns,Haida Corporation Nan Allen,FERC Bob Hamilton,Haida Corporation John Smith,FERC Cynthia Pickering Christianson Christopher Estes,ADF&G Mike Haynes,HDR Jim Durst,ADF&G Mike Stimac,HDR Steve Hoffman,ADF&G Larry Coupe,HDR Bob Chadwick,ADF&G Bonnie Lindner,HDR Jennifer Garland,ADGC Paul Berkshire,AP&T John Dunker,ADNR Andy Grossman,NMFS Steve Brockmann,USFWS REPORT DATE:July 1,1998 PURPOSE:Status of Project and Applicant's Response to the March 5,1998 Additional Information Request (AIR) Carl Keller,FERC,stated that the primary purpose of the conference call was to discuss the status of the March 5,1998,AIR.He indicated that the likely sequence of events following the Applicant's filing of the response to the AIR will be to issue a notice indicating the application is ready for environmental review,and soliciting final recommendations,terms and conditions.FERC would subsequently issue a Draft and Final Environmental Assessment,and then a decision regarding licensing. Mike Stimac,HDR,summarized the licensing history.He advised that on June 1,1998,Haida Corporation filed a request for extension of time to respond to the AIR.A 60-day extension was requested for the items requiring a 30-day agency review (Items 1 and 2),and a 30-day extension was requested for the remainder of the AIR. Mike Haynes,HDR,discussed the status of each item in the March 5"AIR (copy enclosed)as follows: Item 1.A.a,b,c,and d HDR is preparing and will submit to the agencies. Reynolds Creek Hydroelectric Project Page ! Conference Call Summary Report -6/2/98 Item 1.A.e -Available information was provided to the January 27/28 meeting attendees via memoranda dated January 30 and March 5,1998. Item 1.A.f-Draft languageis undergoing internal review.An earlier draft had been submittedtoJimDurstforcomment. Item 1.B.a-ADF&G screening criteria/design has been received and is being reviewed. Item 1.B.b -ADF&G to provide. Item 1.B.c -USFWS/ADF&G to provide. Item 1.C.a -The Draft Prince of Wales Island Regional Energy Plan will be modified and submitted as the Reynolds Creek Developmental Analysis Report. Item 1.C.b -Provided to the January 27/28 meeting attendees via a memorandum dated March5,1998. Item 2 -The bathymetric survey has been conducted.The proposed survey plan was submitted to Jim Durst,John Dunker,and Steve Brockmann for comment via a memorandum dated March 10,1998.The results of the study will be summarized and submitted to the agencies for 30-day review. Item 3 -Water quality data is continuing to be collected and will be filed with the FERC. Item 4 -Clarification on the level control mode of operation will be filed with the AIR submittal to the FERC. Item 5 -See Item 1.C.a status above.The Draft Regional Energy Plan will be modified and submitted as the Reynolds Creek Developmental Analysis Report. Item 6 -Information on the economic analysis will be filed with the AIR submittal to the FERC. Item 7 -A breakdown of generating resources and energy requirements will be provided withtheAIRsubmittaltotheFERC. Item 8 -Potential load information will be filed with the AIR submittal to the FERC. Item 9 -This information will be filed with the AIR submittal to the FERC. Item 10 -The original project proposal included the use of Summit Lake.Elimination of that feature and other modifications to the project have served to lessen the potential environmental impacts.No additional measures are proposed at this time. Reynolds Creek Hydroelectric Project Page 2 Conference Call Summary Report -6/2/98 The following is a list ofaction itemsfrom the conference call,the projected or actual deliverable dates and the current status: "Responsible Party Schedule for providing bypassflow regime,flow ADF&G/USFWS fluctuation andflow continuation information to applicant Draft response to March 5 AIR items 1 and 2 provided|-HDR 7/20/98 to agenciesfor review Provide 1992 State of Washington Technical Report USFWS 6/19/98? on flowfluctuations to Applicant w/cover letter stating USFWS recommendations Trip report and summary of 4/7 bathymetric survey HDR 7/20/98” Unified construction window ADF&G/NMFS 6/5/98” Notes: ©Per subsequent calls,ADF&G/USFWSflow recommendation will be provided w/agency comments regarding the Applicant's draft response to items I and 2 of the March 5 AIR.@ Anticipated distribution date. USFWSprovided report.Cover memo states that the report "summarizes the issues and recommends ramping rate limits.""Noformal recommendations have been received. In a letter dated 6/5/98,NMFS amended their construction window to coincide with that provided by ADF&G.The window is now July 18 through August 7. Reynolds Creek Hydroelectric Project Conference Call Summary Report -6/2/98 Page 3 JUN 99 4998 FEDERAL ENERGY REGULATORY COMMISSION WASHINGTON,D.C.20426 OFFICE OF HYDROPOWER LICENSING Project No.11480-001-Alaska Reynolds Creek ProjectHaidaCorporation Donald H.Clarke JUN 24 1998 Wilkinson,Barker,Knauer &Quinn 2300 N Street,N.W.,Suite 700 Washington,DC 20037-1128 On June 1,1998,you filed a request,on behalf of Haida Corporation,for extension of time to respond to our information requests dated March 5 and May 4,1998.Responses to those itemswereduebyJuly4,1998,and July 3,1998,respectively. With respect to items 1 and 2 of our March 5 letter,you request until September 2,1998,to respond.With respect to the remaining items of that letter and the items in the May 4 letter, you request until August 3,1998,to respond.You request thisextensionoftimebecauseitwouldenablefurtheragency consultation that would allow more complete responses. Your request for extension of time to file the information is granted.Please be aware that when your filed responses are found to be acceptable,we will then proceed with our notice requesting final terms and conditions,and subsequently with preparation of our draft environmental assessment for the project. If you have any questions,please contact Carl Keller at (202)219-2831. Sincerely, CLmath MaySNirector Office of Hydropower Licensing ce:|wfke HaynesHDREngineering,Inc. 500-108th Avenue,NE,Suite 1200 Bellevue,WA 98004-5538 Mike Stimac HDR Engineering,Inc.; 500-108th Avenue,NE,Suite 1200 Bellevue,WA 98004-5538 Service List Mailing List Applicant's Response to Additional Information Request APPENDIX B ANNUAL ENERGY REQUIREMENTS _REVISED FIGURE 3 Reynolds Creek Hydroelectric Project August 3,1998 .FERC Project No.11480 ised)FIGURE 3 (Rev tsilremenAnnualEnergyRequ f Wales Island terconnected) ince oPr (in r ' ' ' ' 1 1 r ' ' ' 1 1 ' ? ' l ' ' ' ' a Senn SeenneseeeCreanSeesSeesSennSereneCnenenenneasreneneanny tsnterconnectedEnergyRequ T t ' ' ' ' ' ' s ' ' ' u ' ' ' ' ' ' ' a ' ' ' ' ' ' ' ' 1 ' ' a re ' 'erste epee rrr promt se perc rm perme pee epee eg TT Te iremen ' ' ' 1 ' 1 ' ' ' ' ' ' ny 4 ' ' 1 ' ' 1 ' ' ' ' ' ' ' ' (existing) 20162011200620011996 Year Applicant's Response to Additional Information Request APPENDIX C REVISED EXHIBIT DRAWINGS Reynolds Creek Hydroelectric Project August 3,1998 FERC Project No.11480 y '280 " TRASHRACK \ 880 \ <>RE YNOLDS_oO”CREEK SA,INTAKE STRUCTURE 12°6 MIN.INSTREAM FLOW PIPE WTH ORIFICE PLATE MIN.POOL 874.5 (APR.-MAY) REE 20°-0"10°-0"9°-6°+ INTAKE STRUCTURE EL.882.0 SPILLWAY CREST AL 877.0 fy a76.0 \ Al HANDRAIL EL.863.0 NX PENSTOCK GROUT HOLE (TYP) INTAKE DOWNSTREAM ELEVATION 1/8"=1'-0" 6-4"19°-0"AIR VENT[HANDRAIL /f, N FL,882 4 r bed STOPLOG SLOT aayMIN.POOL 872.0 (JUN.-MAR.)o LLLTEtiittyao|3<GROUTED RIPRAP c VALVE TRASHRACK FA: - __ INTAKE SITE PLAN ee1/4°=1'-0" THIS ORAWNG {S A PART OF THE APPLICATION FOR LICENSECLDAMMADEBYTHEUNDERSIGNEDTHE24THDAYOFNOVEMBER,1997. GROUTED RIPRAP APA.VAofl HAIDA CORPORATION .APPLICATION FOR LICENSEeeeeotareREYNOLDSCREEKHYDROELECTRIC PROJECT FERC PROJECT NO.11480 INTAKE SITE PLAN AND SECTIONS EXHIBIT F-3 (Rev.AIR-1) HOR Engineering,Inc.FERC DWG.NO. a 16 FEET GROUT HOLE fore |i }t FEETSECTIONfe)t=1-0"1/8 =1-0 a, eeoo\iyACCESS ROAD % Oo%v foe . ° JL /PHASE 2 ORIGINALeee:.o PENSTOCK GROUND LINEL--mS,one,LN }os \S eee ore on o,.Loe ; :\eet ° PHASE 1 225PENSTOCK PHASE 1 POWERHOUSE SECTION (A\/e=t-0"(=)210 TAR RACE i 30 ,oo .\..we we wane NeEL.79.0 .\,18 FEET \..\oe 120 f=1-0 POWERHOUSE SITE PLAN .NX 7 'ht :"per1°=40'.we .1"=40° g 8 3 %3 THIS DRAWING IS A PART OF THE APPLICATION FOR LICENSEPOWERHOUSEMADEBYTHEUNDERSIGNEDTHE24THDAYOFNOVEMBER,1997. e PAA bEHYDRAULICOPERATEDTURBINEnyISOLATIONVALVEbe}F 90'+HAIDA CORPORATION -_LU APPLICATION FOR LICENSE REYNOLDS CREEK HYDROELECTRIC PROJECTAPPROX.FERC PROJECT NO.11480 EL_110.0 L TAILRACECLPENSTOCK||POWERHOUSE SITE PLAN AND SECTIONS EL.108.0 -APPROX.EXHIBIT F -5 (Rev.AIR-1) EL 100.0 REYNOLDS HOR Engineering,Inc.FERC DWG.NO. CREEK APPROX. EL 90.0 SECTION THROUGH POWERHOUSE -SECTION THROUGH TAILRACE1/8°=1'-0"1/8"=1' 0"a Applicant's Response to Additional Information Request APPENDIX D FLOW DURATION CURVES Reynolds Creek Hydroelectric Project August 3,1998 FERC Project No.11480 Flow(cfs)400 350 | 300 250 200 150 100 50- Reynolds Creek Annual Flow Duration Curve 10 20 30 40 50 60 Exceedance (%) 70 80 90 100 Flow(cfs)300 250 200 150 100 50 Reynolds Creek Monthly Flow Duration Curve -October 10 20 30 40 50 60 Exceedance (%) 70 80 100 Flow(cfs)250 200 150 100 50| Reynolds Creek Monthly Flow Duration Curve -November 10 20 30 40 50 60 Exceedance (%) 70 80 100 Flow(cfs)350 + 300 250 200 150 100 50 Monthly Flow Duration Curve -December Reynolds Creek 10 20 30 40 50 Exceedance (%) 60 70 80 90 100 Flow(cfs)300 250 200 150 100 - 50 Reynolds Creek Monthly Flow Duration Curve -January P| 10 20 30 40 50 60 Exceedance (%) 70 80 90 100 Flow(cfs)400 350 - 300 250 | 200 150 100 50. Monthly Flow Duration Curve -February Reynolds Creek 10 20 30 40 50 Exceedance (%) 60 70 80 90 100 Flow(cfs)250 . 200 150 100 - 50 Reynolds Creek Monthly Flow Duration Curve -March 10 20 30 40 50 60 Exceedance (%) 70 80 90 100 Flow(cfs)300 250 200 150 100 50 Reynolds Creek Monthly Flow Duration Curve -April 10 20 30 40 50 60 Exceedance (%) 70 80 90 100 Flow(cfs)350 300 250 200 150 100 50 Reynolds Creek Monthly Flow Duration Curve -May 10 20 30 40 50 60 Exceedance (%) 70 80 90 100 Flow(cfs)250 200 150 100 50 Reynolds Creek Monthly Flow Duration Curve -June 10 20 30 40 50 60 Exceedance (%) 70 80 90 100 Flow(cfs)Reynolds Creek Monthly Flow Duration Curve -July 140 120 4 100 80 . 40 20 0 10 20 30 40 50 60 70 80 90 100 Exceedance (%) Flow(cfs)300 250 200 150 100 50 Reynolds Creek Monthly Flow Duration Curve -August 10 20 30 40 50 60 Exceedance (%) 70 80 90 100 Flow(cfs)Reynolds Creek Monthly Flow Duration Curve -September 250 200 | 150 100 50 10 20 30 40 50 60 Exceedance (%) 70 80 90 100 Applicant 's Response to Additional Information Request APPENDIX E BACKUP ENERGY CALCULATIONS Reynolds Creek Hydroelectric Project August 3,1998 FERC Project No.11480 REYNOLDS CREEK HYDROELECTRIC PROJECT DAILY POWER CALCULATION SPREADSHEET INPUT DATA --CASE 1S -200 KW LOAD,1500 KW STORAGE PROJECT 1985 12 30 BEGINNING RESERVOIR ELEVATION,FT SPILLWAY GREST ELEVATION,FT MINIMUM RESERVOIR ELEVATION,FT :SPILLWAY CREST LENGTH,FT |SPILLWAY CREST COEFFICIENT TURBINE CENTERLINE ELEVATION = TURBINE MAXIMUM FLOW PENSTOCK LENGTH,FT TURBINE MINIMUM FLOW PENSTOCK DIAMETER,IN GENERATOR MAXIMUM CAPACITY PENSTOCK n | PENSTOCK MINOR LOSS k RESERVOIR AREA-CAPACITY CURVE RESERVOIR RULE CURVE INSTREAM FLOW ELEVATION AREA CAPACITY MONTH ELEVATION MONTH FLOW,CFS ey OCTOBER B72 OCTOBER NOVEMBER NOVEMBER DECEMBER DECEMBER JANUARY JANUARY FEBRUARY FEBRUARY MARCH MARCH APRIL APRIL MAY MAY JUNE JUNE JULY JULY AUGUST AUGUST SEPTEMBER SEPTEMBER PLANT EFFICIENCY AVERAGE LOAD %FLO TURBINE |GENERATOR MONTH LOAD,KW EEO ENS ::6.0%:OCTOBER 23 NOVEMBER 239 DECEMBER 2 JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER FLOWS,CFSREYNOLDS CREEK HYDROELECTRIC PROJECT FLOW DURATION CURVES -CASE 1 -STORAGE OPERATION wee ep ee ee ee ee pe ee en i”by ee ee ee nn ne ee ne rr ge tn te er ee re eee Se ee nO FLOW INTO SPILL -_p BYPASSED REACH a eee eae wee ee ee en ee ee ee ee ee et te ee rene ee get en ee ee ee wn pr rt pt te pr rr ee perenne >fps -ee re tee we ee ee be ee ee be ee ee ee he Qe ee en be eb en be Qe ee ne ee ee bee ee ee bee ee re en be meee ie 10 20 30 40 50 60 70 80 90 100 PERCENT OF TIME EXCEEDED LAKEMELLENSTAGE,FEETREYNOLDS CREEK HYDROELECTRIC PROJECT STAGE DURATION CURVES -CASE 1 -STORAGE OPERATION ae ee '1 '''' ' ' ' ' '' t '''1 'i ' 1 'iL ''',* 'i ''''' t we ee ee be ee ee de be eb ee ee eb eee ee ee ee eh eee ee ee ee'',1 4 '1 ' '''4 ,'1 ' 'D ''''t ' ''1 'r n t '' ''''''n . 'f)''l ''' '1 ''l '''i] co es a a a Daa a "a 1 1 ''' ''''' 4 '1 ''NATURAL LAKE MELLEN STAGE we ee eh ee ee ee ee a ee tn te rn he he re er ee re eee we pe en pe an ae qe en nn re rr rrr re rtp tt rrr pre rrr tee wee ee ee ee ee eee ee ee ee ee ne te ne ee ee ee ee tn ne nb dt be ee tbe re nt eee 10 20 30 40 50 60 70 80 90 100 PERCENT OF TIME EXCEEDED LOADANDGENERATION,KW300 250 200 150 100 50 REYNOLDS CREEK HYDROELECTRIC PROJECT LOAD DURATION CURVES -CASE 1 -STORAGE OPERATION a SOU SS ee we we ee eee ee be ee a ee ne hb ee ee ee bh ee en de rn bh ew en ee ee eee 0 10 20 30 40 50 60 70 80 90 100 PERCENT OF TIME EXCEEDED REYNOLDS CREEK HYDROELECTRIC PROJECT DAILY POWER CALCULATION SPREADSHEET INPUT DATA --CASE 1R -200 KW LOAD,1500 KW RUN-OF-RIVER PROJECT 1985 12 30 BEGINNING RESERVOIR ELEVATION,FT SPILLWAY CREST ELEVATION,FT MINIMUM RESERVOIR ELEVATION,FT SPILLWAY CREST LENGTH,FT |SPILLWAY CREST COEFFICIENT TURBINE CENTERLINE ELEVATION __ TURBINE MAXIMUM FLOW PENSTOCK LENGTH,FT TURBINE MINIMUM FLOW PENSTOCK DIAMETER,IN GENERATOR MAXIMUM CAPACITY PENSTOCKn | PENSTOCK MINOR LOSS k RESERVOIR AREA-CAPACITY CURVE RESERVOIR RULE CURVE INSTREAM FLOW ELEVATION AREA CAPACITY MONTH ELEVATION MONTH FLOW,CFS OCTOBER OCTOBER NOVEMBER NOVEMBER DECEMBER DECEMBER JANUARY JANUARY FEBRUARY FEBRUARY MARCH MARCH APRIL APRIL MAY MAY JUNE JUNE JULY JULY AUGUST AUGUST SEPTEMBER SEPTEMBER PLANT EFFICIENCY AVERAGE LOAD GENERATOR COMBINED MONTH LOAD,KW BO OCTOBER 23K: NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY" AUGUST SEPTEMBER FLOWS,CFSREYNOLDS CREEK HYDROELECTRIC PROJECT FLOW DURATION CURVES -CASE 1 -RUN OF RIVER OPERATION 100.0 ae nD,OO nSes _ 80.0 |-------------povcsseaeeeees Ne ce fovees eee ee :i a INFLOW TO LAKE MELLEN ':: 70.0 yee eee eee ee OO eee See SE 60.0)Po :i MS Pe FLOWINTO'SPILL --»BYPASSED REACH 50.0 ons |ne port tT Tse pros ss ss Pert Sp TOT TTT eee TOT prt TTT Tse Pot TTT Fh ee OG,Se es ne Se 30.0 1 -------------t-------------ti-------eee |be--le eee eee bewlse.s----) 20.0 i a i re corr tre r rrr cpa renter ew ee poe ee eee pe ie OL INSTREAM FLOW RELEASE RELEASE TO POWER PLANT 10.0 woe ee eee eee be eee bn eeehe Qe cent cee eee ecb eet Qo ne te ene beeen ec escc tote ccc oo |:! , - 0 10 20 30 40 50 60 70 80 90 100 PERCENT OF TIME EXCEEDED LAKEMELLENSTAGE,FEETREYNOLDS CREEK HYDROELECTRIC PROJECT STAGE DURATION CURVES -CASE 1 -RUN OF RIVER OPERATION 0 10 20 30 40 50 60 70 80 PERCENT OF TIME EXCEEDED 90 100 LOADANDGENERATION,KW300 250 200 | 150 100 50 REYNOLDS CREEK HYDROELECTRIC PROJECT LOAD DURATION CURVES -CASE 1 -RUN OF RIVER OPERATION So sm pt ee ee ee spe em ee ee ye pS ee ET ys sm ss sg om ee ee eg re nn gee en pe ne pn nt en qe et re re ne ptr tert ee ee ee ee ee de ee ee eh ee ee ee ce eb eee ee ee ee de ee ee de ee ee re ee eb ee ee eee eee 0 10 20 30 40 50 60.70 80 90 100 PERCENT OF TIME EXCEEDED REYNOLDS CREEK HYDROELECTRIC PROJECT DAILY POWER CALCULATION SPREADSHEET INPUT DATA --CASE 2S -600 KW LOAD,1500 KW STORAGE PROJECT 1985 12 30 SPILLWAY CREST ELEVATION,FT SPILLWAY CREST LENGTH,FT BEGINNING RESERVOIR ELEVATION,FT MINIMUM RESERVOIR ELEVATION,FT SPILLWAY CREST COEFFICIENT TURBINE CENTERLINE ELEVATION TURBINE MAXIMUM FLOW PENSTOCK LENGTH,FT TURBINE MINIMUM FLOW PENSTOCK DIAMETER,IN GENERATOR MAXIMUM CAPACITY PENSTOCKn | PENSTOCK MINOR LOSS k RESERVOIR AREA-CAPACITY CURVE RESERVOIR RULE CURVE INSTREAM FLOW ELEVATION AREA CAPACITY MONTH ELEVATION MONTH FLOW,CFS OCTOBER OCTOBER NOVEMBER NOVEMBER DECEMBER DECEMBER JANUARY JANUARY FEBRUARY FEBRUARY MARCH MARCH APRIL APRIL MAY MAY JUNE JUNE JULY JULY AUGUST AUGUST SEPTEMBER SEPTEMBER PLANT EFFICIENCY AVERAGE LOAD GENERATOR COMBINED MONTH LOAD,KW 0.0 OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER FLOWS,CFSREYNOLDS CREEK HYDROELECTRIC PROJECT FLOW DURATION CURVES -CASE 2 -STORAGE OPERATION pe ee ee ee ee pe eee ee ee ee te ee ee eee -ODI}---------+-U------eye ---+ee et SS a a i a a FLOW INTO BYPASSED REACHweeebeeeeeeeheeeeeeigh-ee ee be ee eee eb ee ee a ee ee be eee eee ee dee ee ee ee ee eee a eee ea Seca Sa seer settee {---++++-RELEASE TO POWER PLANT <c---------feooocceceeec bette cee ee ees Sree wenn ee INSTREAM FLOW RELEASE 0000003¢fos -- 10 20 30 40 50 60.70 80 90 100 PERCENT OF TIME EXCEEDED LAKEMELLENSTAGE,FEETREYNOLDS CREEK HYDROELECTRIC PROJECT STAGE DURATION CURVES -CASE 2 -STORAGE OPERATION fate I rt rt br rr tr rr rt rer rt tt tt re re whe a le ee ee ee ee de ee ed ee de ee ee eee be eee eee eee we ee ee ah ee ee ee ee ee ee en he tn te be te et ee ee eee ee ep ee pe ne nn ep ne ne re rn ge re re ee pn te ne rn rn pr rr rr pr rte: we ee eee ee eb ee ee ee i ee ee He ee en a de er bn be ee be te ee 10 20 30 40 50 60.70 80 90 100 PERCENT OF TIME EXCEEDED LOADANDGENERATION,KWREYNOLDS CREEK HYDROELECTRIC PROJECT LOAD DURATION CURVES -CASE 2 -STORAGE OPERATION 800 LOAD700eecceeteebeeenneebeeendoneeseehenennsee fee sess a a 600 !!GENERATION !! 400 J --need fee feovenneee nee re ee ee beseeeees cere boone ee a oe re beeen a a 100 |ooo esbc ieee eee ee {eo ce beneeed eee bese Sb 0 10 20 30 40 50 60 70 80 90 100 PERCENT OF TIME EXCEEDED REYNOLDS CREEK HYDROELECTRIC PROJECT DAILY POWER CALCULATION SPREADSHEET OUTPUT --CASE 2S -600 KW LOAD,1500 KW STORAGE PROJECT |i ||}|;NAT|_REG.|AVERAGE YEAR!MONTH:DAY:_INFLO STAGE STAGE!FISHQ SPILLIBYPASS Q!POWER Q!NET HEAD:KW MWH:LOAD,KW 1952;1 1 26.0:875.31 874.59:5.7!0.0 5.7:43.9)758.9)694:16.7:693.8 1952::2,30.0;875.35.874.72;5.7 0.0 $7:13.9!759.1,695.16.7 694.5 1952/1 3)30.01 875.35;874.86 5.7 0.0 57 13.9 759.2 696 16.7)695.3 1952!1 4 25.0'875.30:874.93 5.7 -0.0 5.7 13.9 759.3 696 16.7;696.1 1952!1!5:40.0:875.45'--875.20 5.8)0.0 5.8 13.9 759.5:697 16.7 696.9 1952.1!6 57.0 875.62:875.69"5.8:0.0 5.8,13.9:760.0 698:16.7 697.6 1952 7 109.0 876.14 876.49 5.9)28.5 34.5 13.9 760.8 698 |16.8.698.4 1952 1)8 107.0 876.12!876.83 6.1 61.8 67.9;13.9 761.2 699 16.8)699.2 1952 1!9!77.0 875.82;876.80 6.2 58.9 65.1/13.9 761.1 699 16.8 700.0 1952:11 10.77.0|875.82)876.79 6.2 57.7 63.9}13.9 761.1 700 16.8!700.7 1952!1 11 96.0;876.01;876.88!6.2 68.6 74.8!14.0 761.2 701 16.8!701.5 1952:1 12 114.0:876.19:877.01)6.2!84.1 90.3:14.0 761.4 701 16.8:702.3 1952'1 13 125.0:876.30,'877.11!6.2:97.1 103.3!14.0 761.5 702 16.9:703.1 1952,11 14)94.0;875.99:877.00;6.3:82.5 88.7:14.0 761.3:703 16.9:703.8 1952!1.15 74.0 875.79 876.85.6.2:64.9 71.2!14.0 761.2:704 16.9!704.6 1952!1:16 60.0.875.65;'876.72 6.2 50.0 56.3;14.0 761.1 705 16.9 705.4 1952;1!17 50.0'875.55.876.60 6.2 38.5 4471 14.1 760.9 706 16.9 706.2 1952!1!18 40.0:875.45:876.49 6.1 28.3 34.4 14.4 760.8 707 17.0 706.9 1952!1 19:38.0:875.43 876.42 6.1 22.8 28.9 14.1 760.8 708 17.0 707.7 1952!1;20 32.0:875.37 876.35 6.1 17.2 23.3!14.1 760.7 708 17.0 708.5 1952;1 21:28.0 875.33 876.29 6.1 12.7 18.8 14.1 760.6 709 17.0 709.3 1952!1 22)25.0 875.30)876.23 6.1 9.41 15.2 1441 760.6 710 17.0 710.0 1952!1 23!23.0 875.28,876.18 6.1 6.4 12.5 14.2 760.5 711 17.1 710.8 1952!1;24!18.0 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68.8]10.9]761.4;547!13.1!547.8 1953 5:23:61.0:875.66!876.73:6.2 51.6 57.8,10.8!761.3 544 13.0 543.8 1953:5 24 51.0 875.56 876.63)6.2!41.5!47.7)10.7!761.2 540 13.0 §39.9 1953 5:25 55.0.875.60:-876.61/6.2!39.7)45.8:10.7 761.2 536,12.9:535.9 1953 5 28 49.0 875.54 876.57:6.1;35.5;417:10.6 761.2;§32 12.8:531.9 1953:5 27 40.0'875.45:876.50!6.1 28.9 35.11 10.5 761.1 528 12.7 528.0 1953:5 28!35.0:875.40!876.43:6.1 23.4 29.5 10.4 761.1 524 12.6 524.0 1953.6 1!31.0'875.36.876.37!6.1}18.9 25.0 10.4 761.0 §24 12.6 §24.0 1953.6 2:38.0 875.43:876.39 6.1!20.2!26.3 10.4 761.0 §24'12.6;§24.1 1953 6 3 61.0:875.66 876.54 6.1:33.0!39.1 10.4 761.2 524:12.6:524.1 1953 6 4 69.0 875.74 876.66:6.1.43.9!50.0!10.4 761.3 524!12.6:524.1 1953.6 5:55.0 875.60.876.63!6.2:40.8;46.9!10.4)761.3 524.12.6!524.2 1953:6 6,55.0 875.60'876.61:6.2!39.5)45.6!10.4 761.2 524 42.6:524.2 1953:6!7 109.0 876.14.876.90 6.1;70.5!76.7!10.4 761.5 524)12.6 524.2 1953)6 cy 225.0 877.30 877.55 6.2 159.2"165.4!10.4 762.2 523)12.6 §24.3 1953.6:9.184.0 876.89 877.58 6.4 164.6)171.0;10.4 762.2 523:12.6 §24.3 1953 6 10 114.0 876.19 877.28:64 120.0!126.4:10.4 761.9 §23:12.6:§24.3 1953 6 11:78.0.875.83 _-«877.00!6.3;82.7:89.0,10.4 761.6 §241 12.6!524.4 1953 6.12 61.0 875.66 876.80 6.2;59.4:65.6;10.4 761.4 524 12.6!524.4 1953 6 13:48.0 875.53 876.65:62,43.1!49.3 10.4 761.3 524:12.6:524.4 1953:6 14)51.0,875.56.876.60'6.2!38.2)44.4)10.4 761.2 524.12.6!524.5 1953 6.15 55.0°875.60 876.60:6.1!38.3!44.5)10.4 761.2 524 12.6)§24.5 1953,6 16:57.0 875.62 876.61,61 39.5;45.6!10.4 761.2)524:12.6,§24.5 1953 6.17 43.0 875.48 876.53!6.1 32.3:38.4 10.4 761.2/524)12.6 524.5 1953 6:18 39.0 875.44 876.47|6.1 27.0!33.1 10.4 761.11 524:12.8 524.6) 1953:6,19°38.0 875.43 876.44!6.4 24.1)30.2 10.4 761.1;524:12.6 524.6 1953:6 20:36.0 875.41 876.41 6.1 21.7 27.8:10.4 761.0!§25'12.6 524.6 1953;6 21.33.0 875.38 876.38!64 19.0:25.1:10.4 761.0;525:12.6:§24.7 1953 6 22 30.0 875.35 876.341 6.1 16.3:22.4,10.4 761.0)§25:12.6:5247 1953:6!23 36.0,875.41 876.36!6.1 17.9]23.9:10.4 761.0;§25'12.6:524.7 Reynolds Creek Hydro Project TH38 TERS 1953 6 24 53.0 875.58 876.48 6.1;27.41 33.5 10.4:761.1 §25 12.6 5248 1953 6:25:47.0:875.52'876.50:6.1!29.0;35.2'10.4;761.1;525 12.6 524.8 1953,6!26,47.0:875.52'876.51!6.1 29.8 35.9 10.4 761.1!§25 12.6 5248 1953!6:27:§4.0|875.59:876.55)6.1]33.9 40.1 10.4 761.2 §25 12.6:524.9 1953!6 28:46.0'875.51'«876.53:6.1!31.5 37.6 10.4 761.2 §25 12.6,524.9 1953°6.29°48.0°875.53.876.53:6.4 31.4:37.6 10.4 761.2 §25 12.6:524.9 1953 6:30 42.0°875.47:876.49:6.1 28.2:34.3:10.4:761.1 §25 12.6:525.0 1953,6!31;39.0'875.44 --876.45:6.1 25.2!31.3:10.4)761.1 §25'12.6!525.0 1953:7 1 38.0 875.43 876.43:6.1!23.2)20.4,10.4:761.1 §23'12.6;§23.2 1953!7 2!71.0:875.76!'876.62!6.1 40.2]46.3 10.4,761.3 521 12.5;§21.3 1953!7,3)71.0]875.76!876.70!6.2 48.4)545 10.3.761.3 519 12.5:519.5 1953:7:4;91.0 875.96._876.84!6.2 63.8 70.0}10.3!761.5;517 12.4:517.7 1953 7 5 67.0.875.72:876.77!6.2,55.9 62.1:10.3:761.4)516:12.4.§15.8 1953.7 6.$8.0 875.53:876.64:6.2 41.9 48.0 10.2 761.3 514 12.3 514.0 1953,7 7;40.0/875.45'876.53 6.2 31.8 37.9 10.2 761.2 §12!12.3:§12.2 1953:7 8 36.0|875.41!«876.46 6.1 25.3 31.5 10.2 761.1 510}12.2)510.3 1953!7 9!34.0:875.39 876.41 6.1 21.4 27.5 10.1 761.4 508!12.2!508.5 1953:7 10:33.0'875.38 «876.38:6.4 19.1 25.2 10.11 761.0 507 12.2!506.7 1953;7:11.30.0:875.35 876.34.6.1 16.5 22.6 10.0 761.0 505 12.1]504.8 1953 7 12 29.0:875.34 876.32 6.1!14.8 20.9!10.0 761.0 503 12.1!503.0 1953.7 13 27.0!«875.32:«876.29:6.1)13.0 19.0 10.0 761.0 501 12.0)501.2 1953.7 14 26.0'875.31:876.27,6.1,11.6 17.7 9.9 760.9 499 12.0 499.3 1953.7:15 25.0'875.30:876.25!6.1;10.4!16.5 9.9 760.9 497!11.9 497.5 1953:7 1626.0.875.311 -«876.25:6.1;10.3 16.3 9.9 760.9 496 /11.9 495.7 1953:7 17:30.0'875.35:876.28:6.1 12.0 18.1 9.8 761.0 494 11.8 493.8 1953)7 18 43.0/875.48!876.38 6.1 19.3 25.4 9.8 761.1 492 11.8:492.0 1953:7 19 54.0' 875.59''876.50 6.1 29.1 35.2 9.8 761.2 490 11.8 490.2 1953/7 20 63.0'875.68!876.61 6.1 39.0 45.1 97 761.3 488 11.7 488.3 1953)7 21 65.0,875.70,876.67 6.1 44.8 50.91 97 761.4 486 11.7 486.5 19531 7 22!54.0|875.59:876.63 6.2 41.0 47.2!9.6 761.3 484 11.6 484.7 1953!7 23 47.0'875.52!876.57)6.2 35.6 417 9.6 761.3 483 11.6 482.8 1953 7:24:39.0'875.44:876.50!6.1 28.9 35.0 9.6)761.2 481 11.5 481.0 1953 7 25 43.0'875.48 «876.49.6.14 28.1:34.2)9.5.761.2 479 11.5!479.2 1953 7 26 68.0 875.73.876.63 6.1 41.4 47.6:9.5:761.3 477;11.5,477.3 1953:7!27 84.0,875.89.876.78:6.2 57.0 63.2!9.5 761.5 475 11.4)475.5 1953,7 28 106.0;876.11,876.96}6.2 77.2 83.4 9.4 761.7 473 11.4;473.7 1953:7 29;89.0}875.94 876.94!6.2 74.9 81.4 9.4 761.6 471 11.3;471.8 1953"7 30 80.0,875.85)876.88!6.2 68.5 747 9.3)761.6 470 11.3;470.0 1953.8 1 73.01 875.78 876.83!6.2 61.81 68.0 9.4)761.5 472 11.3 472.2 1953.8 2 80.0!875.85:876.84,6.2 63.4 69.5 9.4)761.5 474 11.4 474.5 1953"8 3;166.0'876.71;877.27,6.2 117.8 124.0 9.5,762.0 476 11.4 476.7 1953:8:4 217.01 877.22!877.64:6.3 173.1 179.4 9.5 762.3 478 11.5 478.9 1953 8:5;209.01 877.14!--«877.72|64 186.7 193.1 9.5 762.4 480 11.5;481.1 1953 8 6 182.0,876.87;877.64!6.4 172.7 179.0 9.6 762.3 482 11.6;483.4 1953:8 7 155.0'876.60;-«877.49.64 150.1 156.4 96:762.2 484!11.6)485.6 1953 8 8 126.0;876.31.877.31.6.3:123.6 130.0:9.7:762.0 487:11.7,487.8 1953 8.9 128.0:876.33:877.26!6.31 116.1 122.4!9.7!761.9:489:7:490.0 1953 8 10:132.0;876.37:877.25;6.3!116.0 122.3!9.8)761.9:491,11.8.492.3 1953 8,11:153.0;876.58,_877.35:6.3)129.6 135.9)9.8:762.0!494)11.8 494.5 1953:8!12!196.0 877.01'877.57:6.3!163.0,169.3!9.8:762.2!495 11.9 496.7 1953 8 13 175.0|876.80:877.56"64!160.1!166.5;9.9:762.2!498 11.9:498.9 1953 8 14 146.0:876.51:877.42 6.4;139.9 146.2!9.9/762.1!500 12.0)501.2 1953 8 15 111.0:876.16 877.21:6.3.110.4:116.7 10.0:761.9 503 12.1 503.4 1953 8.16:93.0:875.98:«877.05 63 89.0)95.3/10.0)761.7 505 12.1 505.6 1953:8:17.82.0!875.87!876.93 6.2 745)80.8!10.11 761.6 507 12.2 507.8 1953:8 18)84.0!875.89:--876.90'6.2 70.3'76.6"10.1]761.6 510 12.2)510.1 1953 8 19:123.0.876.28:877.08 6.2!92.8:99.0;10.2!761.7|§12 12.3!512.3 1953 8 20 111.0 876.16 877.09 6.3:93.9!100.1;10.2'761.7;514!12.3:§14.5 1953 8 21 89.0:875.94 876.98 6.3:80.5:86.8:10.3:761.6:516'12.4:516.7 1953:8 22,78.0 875.83 -«876.89 6.2:68.8)75.11 10.3'761.5;519 12.4;519.0 1953 8 23 73.0.875.78 -_-«876.82:6.2:61.4!67.61 10.4"761.5)§21 12.51 521.2 1953"8.24 78.0:875.83.876.82:6.2:61.4)67.6.10.4:761.5 523 12.6 523.4 1953 8 25:89.0.875.94 876.88:6.2;68.0:74.2!10.5:761.5 525 12.6 525.6 19531 8:26:93.0;875.98:876.92:6.2 73.0;79.2:10.5;761.6 527 12.7 527.9 1953 8 27 89.0'875.94:876.92 62 726.78.8 10.5;761.5 530 12.7 §30.1 1953 8 28:99.0,876.04 876.97 6.2!78.5:84.7.10.6:761.6 532!12.8 §32.3 1953 8 29 93.0'875.98.876.96 6.2!77.0 83.3 10.6 761.6 534,12.8 534.5 1953 8 30:77.0:875.82.'876.87 6.2;66.7;72.9:10.7 761.5 536:12.9 §36.8 1953 8,31:71.0:875.76 --876.80 6.2:59.2 65.4:10.7 761.4 §39/12.9 539.0 1953 9 1 69.0:875.74 876.76 6.2)55.0 61.2 10.7 761.4:539:12.9 §39.8 1953 9 2 71.0'875.76 876.76 6.2:$4.4)60.6 10.8:761.4,540)13.0!540.6 1953,9 3 69.0 875.74 876.74 6.2!53.0]59.2.10.8:761.4)541 13.0!541.4 1953:9.4 68.0 875.73'876.73:6.2:51.9)58.1,10.8:761.3 542 13.0:542.2 1953 9 5 67.0.875.72,876.72 6.2:50.8.57.0:10.8!761.3 543!13.0,543.0 1953 9 6:65.0 875.70 876.71 6.2)49.2:55.4.10.8:761.3.544)13.0.543.8 1953:9 7.67.0:875.72 876.71 6.2:49.7:55.8!10.8:761.3,«544!13.1:544.6 1953 9 8 69.0:875.74 876.73 6.2'51.0:57.2:10.8,761.3;545!13.1°545.4 1953 9:9 73.0i 875.78 «876.75 6.2!53.91 60.1;10.9!761.41 546!13.1:$46.2 Reynolds Creek Hydro Project Bola TRS 1953 9 10.69.0'875.74:876.74)6.2:§2.8 58.9;10.9)761.3 547 13.4 547.0 1953:9 11 65.0 875.70.876.72)6.2)49.9,58.15 10.9 761.3:548.13.1:547.8 1953 9:12)63.0 875.68.876.69 6.2 47.6!53.8 10.9 761.3:548:13.2 $48.6 1953)91 13)60.0 875.65;876.67 6.2 44.9 51.1 10.9 761.3 549 13.2/549.4 1953.9)14)§5.0'875.60'876.63 6.2 40.9 47.1 10.9 761.2 550 13.2!§50.2 1953,9:15:51.0 875.56:876.59 6.2 37.0 43.1 11.0 761.2 551:13.2)551.0 1953,:16:49.0:875.54"876.56!6.1!34.2:40.3)11.0 761.2 §52!13.2;551.8 1953'9!17!63.0 875.68 876.62 6.1!40.7:46.8!11.0 761.2 §52:13.3!552.6 1953:9 18,63.0.875.68 876.65 6.2:43.61 49.8:11.0 761.2:553]13.3)553.4 1953:9 19:§4.0'875.59 876.61 6.2!39.8 45.9!11.0 761.2)554 13.3:§54.2 1953:9!20:49.0'875.54)-876.57 6.1!"35.3 41.5 11.0 761.2;555/13.3)§55.0 1953:9!21°48.0|875.53 876.54 6.1;32.8 39.0 11.1 761.1;§56!13.3 §55.8 1953:9!22 46.0:875.51 876.52 6.1!30.6 36.8 11.1 761.1.556:13.4 556.6 1953:9:23.43.0.875.48:876.49,6.1 28.0 34.2 41.1 761.1:557:13.4:557.4 1953 9 24)39.0:875.44:876.45!6.1 24,7 30.9 11.4 761.0;558i 13.4!§58.2 1953 9 25 39.0 875.44 876.43 6.41 23.2 29.3 1.1 761.0 559)13.4 559.0 1953 9 26!39.0 875.44:876.42 6.1 22.5 28.6 41.1 761.0 560 13.4 559.8 1953)9,27)39.0:875.44,876.42)6.1 22.1 28.2 11.2 761.0 560 13.5 560.6 1953}9 28:37.0:875.42;876.40 6.1 20.9 27.0 11.2 761.0 561 13.5 561.4 1953:9 29:39.0:875.44]876.41 6.1 21.3 27.4 11.2 761.0 562 13.5 562.2 1953)9:30:43.0'875.48 876.43 64 23.6 29.7 11.2 761.0 563 13.5 563.0 1953,10 1]47.0'875.52 876.47;6.4 26.8 32.9 11.2 761.0 564 13.5 564.3 4953)10 2:47.0 875.52 876.49)6.1 28.3 34.4 411.3 761.1 565 13.6 §65.5 1953 10'3;43.0:875.48 876.47;6.1 26.9 33.0 11.3 761.0 567 13.6 566.8 1953 10)4!39.0:875.44:876.44,6.1 24.1 30.2 11.3 761.0 568 13.6 568.0 1953 10}5 36.0°875.41 876.40 6.1 21.2 27.4 11.3 761.0 569 13.7 569.3 4953 10!6:36.0)875.41 876.39 6.1 19.9 26.0 11.4 761.0 570 13.7 §70.5 1953 10 7:35.0)875.40'-_- 876.37 6.4 18.7 24.8 11.4 760.9 572 13.7 §71.8 1953 10 8!33.0;875.38;876.35 6.1 17.1 23.2 11.4 760.9 §73 13.8 §73.1 1953 10 9!32.0:875.37 876.33 6.1 15.8 21.9 11.4 760.9 574 13.8 574.3 1953;10!10/31.0:875.36 876.32 6.4 14.7 20.8 11.5 760.9 575 13.8 575.6 1953°10:11:31.0°875.36 876.31 6.4 144 20.2)11.5 760.9 577 13.8!576.8 1953 10 12 36.0 875.41;--876.34 6.1)16.2,22.3)11.5 760.9 578 13.9 578.1 1953 10 13,41.0,875.46:876.39:6.1!19.7 25.8:41.5 760.9:579 13.9:579.4 1953 10 14:57.0.875.62'876.51)6.1 30.0 36.1 11.6 761.1|580!13.9 §80.6 1953:10:15:49.0;875.54 876.52)6.1 30.7 36.8 11.6 761.1 582 14.0 581.9 1953°10 16:52.0 875.57 876.54 61 32.6 38.8 11.6 761.1 583 14.0 583.1 1953;10 171 61.0,875.66 876.60 6.1 38.5 44.6 11.6 761.1 584 14.0 584.4 1953}10 18:55.0;875.60 876.59 6.1 37.8 43.9 11.7 761.1 585 14.1 565.6 1953!10 19)49.0'875.54 876.56 6.1 34.1 40.3 11.7 761.1 587 14.1 586.9 1953 10 20 43.0:875.48'876.50 6.1 29.3 35.4 1.7 761.0 588 14.1 §88.2 1953:10 21 39.0'875.44 876.45 6.41 25.0 31.1 17 761.0 589 14.1 589.4 1953!10 22 39.0 875.44 876.43 6.1 23.0 29.1 11.8 761.0 591 14.2 590.7 1953,10:23 36.0 875.41 876.40 6.4 20.5 26.6 11.8 760.9 592 14.2 §91.9 1953 10:24:34.0 875.39,876.37 6.1 18.3 24.4 11.8 760.9 593)14.2 §93.2 4953 10 25,31.0,875.36'876.33 64 15.7 21.8 11.8:760.9:594!14.3 594.5 1953.10 26 29.0:875.34:876.30!6.1 13.5 19.6 11.9 760.8!596!14.3 595.7 1953 10:27:28.0:875.33:876.27 6.1 11.9 18.0 11.9 760.8 597 14.3 597.0 41953)10!28 26.0:875.31:876.25 6.1 40.1 16.2 11.9 760.8 598 14.4 598.2 1953:10 29 24.0:875.29:876.22 6.1 8.3:14.4!11.9!760.7 599 14.4 599.5 1953:10 30°22.0,875.27;876.18!6.1 6.5 12.5:12.0!760.7 |601 14.4 600.7 1953.10 31;21.0;875.261 «876.16 6.1 5.4 11.1 12.0 760.7 602!14.4 602.0 1953!11 1 19.0!875.22 876.12 6.0 3.5:9.6 12.0 760.6 603:14.5 603.2 1953)11 2:18.0/875.18 876.09 6.0/2.3,8.3 12.0 760.6 604 14.5 604.4 1953.11 3 17.01 875.15 876.06 6.0)1.2 7.3 12.1 760.6 606 14.5 605.6 1953 11;4 16.0,875.11 876.03 6.0:0.4 6.4 12.1 760.5 607 14.6 606.8 1953!11/5 16.0'875.11 876.00 6.0!0.0 6.0 12.4 760.5 608 14.6 608.0 1953:17 6 15.0 875.08 --875.96:6.0 0.0 6.0;12.1;760.5)609 14.6 609.2 1953,11 7 15.0:875.08 875.92)6.0!0.0 6.0,12.2:760.4:611 14.7 610.4 1953 WW 8:15.0 875.08,875.87)6.0:0.0 6.0;12.2!760.4,612 14.7 611.5 1953 11 9 14.0 875.04,875.82)6.0 0.0 6.0)12.2 760.3)613 14.7 612.7 1953,11 10:31.0,875.36!875.99 6.0 0.0.60:122 760.5 614 14.7 613.9 1953 11:i 28.0,875.33,876.09 6.0 2.2)8.2;12.3 760.6 615 14.8 615.1 1953:11)12:23.0;875.28 876.11 6.0 3.0;9.0!12.3 760.6 616 14.8 616.3 1953,"1 13.20.0'875.25 876.10!6.0 2.6)8.6.12.3 760.6 617 14.8 617.5 1953 "1 14;18.0!875.18:876.07!6.0 1.6.78 12.3 760.6 619 14.8 618.7 1953!11 15)19.0'875.22!876.06,6.0 1.3)7.3 12.3 760.6 620 14.9 619.9 1953,11 16:21.0,875.26!876.08;6.0 17)77 12.4 760.6 621 14.9 621.1 1953,11 17:20.0:-875.25'«876.07 6.0 1.7)7.7 12.4 760.6 622 14.9 622.3 1953 11 18:35.0.875.40:'876.20 6.0 7.2!13.3 12.4 760.7;623 15.0 623.5 1953 11,19 36.0 875.41 876.27,6.4 11.8:17.8 12.4 760.8!625 15.0 624.7 1953 11 20!47.0:875.52 876.39:6.1 19.91 25.9!12.5:760.9 626 15.0 625.9 1953"11)21 39.0:875.44 876.39 6.1 20.1,26.2)12.5!760.9 627 15.0 627.1 1953 11 22!36.0.875.41 876.37 6.1 18.8:24.9:12.5 760.8 628 45.1 628.3 1953"11 23:34.0.875.39 876.35 6.4 17.1:23.2 12.5 760.8 629 15.1 629.5 1953 14 24)36.0/875.41,876.35 6.1)17.2:23.3)12.6 760.8 631 15.1 630.6 1953:11 25 33.0'875.38!«876.33!8.11 15.8,21.9:12.6 760.8!632 15.2 631.8 1953:1 26.30.0'875.35:876.30)6.11 13.71 19.7;12.6 760.8)633 15.2 633.0 Raynolds Creek Hydro Project Doras TE 29.0 875.34 876.28!6.1.12.1 18.2:12.6 760.7 634 15.2 634.2 28.0:875.33.876.26:6.1 10.8 16.9)12.7;760.7!635:15.2 635.4 55.0 875.60,876.43)6.1!23.2 29.3,12.7 760.9 636!15.3.636.6 57.0 875.62 876.52;6.1 31.2 37.3 12.7 761.0 638 15.3)637.8 51.0!875.56:876.53}6.4 31.7 37.8 12.7 761.0 639 15.3!639.0 43.0 875.48 876.48:6.11 27.8 33.8 12.8:760.9 641,15.41 640.8 36.0|875.41 «876.42:6.1:22.1 28.2:12.8:760.9!642)15.4.642.6 33.0.875.38 876.36!6.1°18.1 24.2:12.8.760.8:644 15.5;644.4 30.0 875.35:876.32,6.1:14.6 20.7;12.9,760.8'646 15.5.646.2 28.0 875.33:876.28,6.1 12.0 18.11 12.9;760.7 648 15.5 648.0 27.0 875.32;876.25 6.1 40.2 16.2)12.9!760.7 650 15.6 649.8 27.0 875.32}876.23 6.1 9.2 15.3!13.0!760.7 652!15.6 651.6 44.0,875.49:'876.34:6.1 16.5 22.6:13.0:760.8!653,15.7.653.4 80.0'875.85,876.62:6.1 40.0 46.1"13.0!761.0:655.15.7 655.2 63.0|875.68:876.64 6.2 42.2 48.3 13.1;761.4 657 15.8 657.0 95.0 876.00:876.82 6.2 61.7|.67.9 13.1 761.2 658 15.8 658.8 93.0!875.98,876.89 6.2 68.9 75.4 13.1 761.3 660 15.8 660.6 130.0:876.35:'877.10 6.2 94.7 101.0 13.2 761.5 662 15.9 662.4 111.0:876.16:877.08 6.3:92.7 99.0:13.2 761.5 663 15.9)664.2 99.0 876.04.877.02:6.3:84.5 90.7 13.2 761.4!665 16.0!666.0 88.0;875.93.876.94!6.2:748 80.8 13.3 761.3!667 16.0!667.8 141.0:876.46 877.17:6.2:103.9 110.2 13.3 761.6:669!16.0;669.6 95.0.876.00:877.03!6.3 85.9 92.2 13.3 761.4 6711 16.1 671.4 73.0'875.78:876.86 6.2 66.0 72.2 13.4 761.3 673!16.1 673.2 65.0:875.70:-876.75 6.2 53.7 59.9 13.4 761.1 675 16.2 675.0 78.01 875.83:876.78 6.2 56.4 62.6 13.5 761.2 676 16.2 676.8 73.0 875.78 876.76!6.2 54.6 60.8 13.5 761.1 678 16.3 678.6 68.0)875.73;876.72 6.2 50.9 57.1 13.5 761.4 680 16.3 680.4 108.0;876.13 876.92 6.2 73.2 79.4 13.6 761.3 682 16.4 682.2 95.0!876.00 876.93 6.2 74.4 80.6 13.6 761.3 683]-16.4 684.0 201.0'877.06 877.44 6.2 142.7 148.9 13.6 761.8 684 16.4 685.8 193.0:876.98!877.57 6.3 162.9 169.3 13.6 761.9 686 16.5;687.6 119.0'876.24: --877.29:6.4)120.6;127.0 13.7 761.7!688 16.5;689.4 91.0}875.96 877.05,6.3!83.9 95.2 13.7;761.4:690:16.6 691.2 78.0; 875.83'876.89!6.2:69.8 76.1 13.8!761.3:692!16.6 693.0 82.0)875.87:876.85)6.2 65.1 71.3)13.8 761.2;693]16.6 693.8 91.0:875.96]876.88 6.2 68.7 74.9)13.8 761.2!694 16.7 694.5 109.0,876.14'876.99 6.2 81.1 87.3 13.8 761.3)695 16.7 695.3 96.0 876.01;876.96 6.2 77.9 84.1 13.8 761.3 695 16.7 696.1 87.0 875.92!876.91 6.2 71.2 774 13.9 761.3 696 16.7 696.9 80.0 875.85:876.85 6.2 64.4 70.6 13.9:761.2 697 16.7 697.6 1 77.0 875.82 876.81 6.2 59.9 66.1 13.9)761.2 698 16.7 698.4 1 100.0 876.05 876.91 6.2 72.0 78.1 13.9 761.3 699 16.8 699.2 1 97.0 876.02:876.94 6.2 75.0 81.2 13.9 761.3 699 16.8 700.0 1:95.0:876.00,876.94:6.2 74.9 81.1 13.9 761.3 700 16.8 700.7 1:132.0,876.37'877.12!6.2 97.9 104.2 13.9:761.5 701 16.8:701.5 13 106.0:876.11:877.06:6.3:90.3,96.5:14.0,761.4)701 16.8 702.3 1:144.0,876.49.---877.22 6.2 111.6 117.8:14.0;761.6)702 16.8 703.1 1,192.0:876.97:877.50 6.3 151.0 157.3!14.0)761.8.702 16.9 703.8 1 144.0:-876.49'«877.37 63 132.9 139.3]14.0)761.7,703 16.9 704.6 1 139.0:876.44:877.31 63 123.6 129.9!14.0!761.6!704 16.9 705.4 1!114.0 876.19|877.17 63 104.3 110.6!14.0!761.5:705 16.9 706.2 1.139.0 876.44,877.24 63 113.5 119.8:14.0 761.6)706 16.9)706.9 4 217.0 877.22;877.61 63 168.5 174.8)14.0 761.9!706 16.9 707.7 1 264.0 877.69 877.92 64 219.9 226.3 14.0 762.3 708 16.9 708.5 1 209.0!877.14 877.79 6.4 198.2 204.7!14.1 762.4 707 17.0 709.3 1 190.0:876.95!-_-877.67/6.4 178.6 185.0:14.1!762.0 708 17.0 710.0 1 192.0.876.97:877.64:64:173.8:180.2:14.1-762.0'709.17.0!710.8 1 135.0:876.40'- 877.38 6.4 134.2 140.6.14.1 761.7:710;17.0/711.6 1 172.0:876.77:'877.46 63 145.7 152.0:14.1)761.8,714 17.1!712.4 1 164.0;876.69;877.45 6.3:144.2 150.6;14.2!761.8,712 17.4]713.1 1 146.0;876.51;877.37 6.3:131.9 138.2:14.2.761.7 712 17.4!713.9 1 173.0 876.78 877.46 6.3 145.5 151.8!14.2)761.8 713 17.1 714.7 ti 109.0 876.14 877.20 6.3 108.2 114.6 14.2)761.5 714 17.1 715.5 1,95.0 876.00,877.04 6.3 86.9 93.1 14.2!761.4 715:17.2 716.2 V 119.0 876.24:877.09 6.2 94.2 100.4;14.2 761.4 716 17.2 717.0 2 88.0:875.93 876.96 6.3 776 83.8)14.2!761.3 715 17.2 715.5 2.75.0'875.80 876.84 6.2 63.6 69.8:14.21 761.2 713 17.1 714.0 2:160.0'876.65 877.22 6.2 111.0 117.2;14.2 761.5 711 17.1 712.5 2.153.0 876.58 877.32 6.3!125.0 131.3!14.1 761.6 710 17.0 711.0 2 106.0°876.11.877.13 6.3)99.6 105.9 14.1:761.5 708 17.0 709.5 2 78.0.875.83.876.93 6.3 73.5 79.7)14.1)761.3 707 17.0 708.0 2 61.0:875.66 876.75 6.2 §3.8 60.1;14.1)761.1:706 16.9 706.5 2:51.0:875.56 876.62 6.2 40.6 46.8:14.0;761.0;705 18.9 705.0 2 48.0.875.53,876.55 6.2 33.5 39.7:14.0 760.9!703 16.9 703.5 2:58.0'875.63 876.57 6.1 35.9 42.1:14.0 760.9;702 18.8 702.0 2:71.0;875.76'876.66 6.1 44.4 50.5;13.9 761.0)700 16.8 700.5 2 99.0!876.04.876.85 6.2 64.6 70.8i 13.9:761.2!698 16.8 699.0 Reynolds Creek Hydro Project TWatse TER 1954:2:13:148.0 876.53:877.17!6.2:104.0:110.2 13.9,761.5:696 16.7 697.5 1954:2!14:123.0:876.28 -«877.16 6.3 103.3!109.8 13.8 761.5)695.16.7 696.0 1954 2;15:95.0;876.00,877.02 6.3 85.4:91.7 13.8 761.4;694,16.6:694.5 1054:2 16)82.0:875.87 '876.90 6.2 71.0/77.2 13.8 761.3 692!16.6 693.0 1954,2 17!65.0:875.70!876.77 6.2 55.4!61.7 13.8 761.1 691 16.6:691.5 1954 2 18 63.0 875.68:876.70 6.2!48.2:54.4!13.7 761.1 690!16.6!690.0 1954:2 19:75.0:875.80.876.74 6.2)52.2)58.4!13.7:761.1:688;16.5)688.5 1954 2)20;69.0°875.74 876.72 6.2!50.4°56.6:13.7;761.1;687)16.5:687.0 1954;2:211 93.0:875.98 876.84,6.2 63.9 70.1)13.6:761.2 685 16.4 685.5 1954"2 22:108.0!876.13 «876.97 6.2!78.7 84.9 13.6 761.3 683 16.4 684.0 1954)2 23)109.0;876.14:877.02 6.2 85.2 91.4 13.6 761.4 682 16.4 682.5 1954.2 24.«99.0!«876.04 «876.99 6.2 81.5 87.7 13.5 761.4 680 16.3 681.0 1954:2 25"141.0 876.46:877.19 6.2 106.6;112.8 13.5 761.6 678 16.3 679.5 1954.2 26 128.0:876.33.877.19.6.3 107.6)113.9 13.5 761.6 677°16.2 678.0 1954:2 27'166.0 876.71:877.37 6.3 132.7 139.0 13.4)761.8 675 16.2 676.5 1954!2 28!726.0'876.31 «877.25 6.3 115.5 121.8!13.4 761.6 674 16.2 675.0 1954!2 29)89.0:875.94'877.03 6.3 86.1 92.4 13.4 761.4 673 16.1 673.5 1954 2)30 73.0;875.78!--876.86 6.2 66.0 72.3 13.4 761.3 671 16.1 672.0 1954:3}11 60.0;87565:876.72 6.2 50.9 57.1 13.3 761.1 670 16.1 670.3 1954!3)2,78.0!875.83,876.77 6.2:55.4 61.5 13.3 761.2 668 16.0 668.6 1954:3}3:89.0!875.94:876.84:6.2 63.8 70.0 13.3 761.3 666 16.0 667.0 1954)3)4;73.0!875.78 -«876.79 6.2 57.7 63.9 13.2 761.2 665 16.0.665.3 1954!3]i 63.0|875.68 876.71 6.2 49.4 55.6 13.2 761.1 663 15.9 663.6 1954 3;6:57.0!875.62'_-_876.64 6.2 42.7 48.9 13.2 761.1 662 15.9 661.9 1954.3:7,§3.0'875.58 876.59 6.2 37.6 43.8 13.1 761.0;660 15.8 660.3 1954:3 8 61.0,875.66.876.62 6.1 39.9 46.1 13.4 761.0 658 15.8 658.6 1954:3,9 65.0;875.70;'876.65 6.2 43.2!49.4 13.4 761.1 657 15.8 656.9 19541 3i 10:61.0 875.66:876.64 6.2 42.4)48.6 13.0 761.4 655 15.7 655.2 1954 3 11,89.0:875.941 876.79 6.2 58.3!64.5 13.0 761.2 653 18.7 653.5 1954!3 12)71.0'875.76;'876.76 6.2 54.5 60.7 13.0 761.2 651 15.6 651.9 1954!3 13;68.0/875.73:876.73 6.2 §1.2 57.4 12.9 761.2 650 15.6 650.2 1954:3:14:71.0,875.76 '876.73 6.2 51.6 57.8 12.9 761.2 648 15.6 648.5 1954:3:15!58.0.87563 876.66!6.2,44.3)50.5:12.9 761.1 647}15.5 646.8 1954 3 16 47.0:875.52.876.57!6.2 35.2 41.3)12.8;761.0!645:15.5 645.2 1954:3:17°61.0 875.66 876.61!6.1 39.0 45.1 12.8:761.1!643 15.4 643.5 1954:3!18!63.0.875.68)876.64 6.1 41.9 48.0 12.8;761.1;642 15.4 641.8 1954;3/19°53.0,875.58 '876.59 6.2 37.5 43.7 12.7 761.0 640 15.4 640.1 1954,3 20:42.0;875.47:876.51 6.4 29.7 35.8 12.7 761.0 638 15.3 638.5 1954;3!21 46.0;875.51!876.49 6.1 28.3 34.5 127 761.0 637 15.3 636.8 1954 3)22!242.0:877.471 '877.48 6.1 148.4 154.5 12.6 761.9 634 15.2 635.1 1954 3 23:296.0)878.01:878.02 6.3 236.4 242.7 12.5 762.5 631 15.1 633.4 1954:3 24 239.0]877.44;877.95 65 225.0 231.4 12.5 762.4 629 15.1 631.7 1954!3 25:184.0;876.89|877.74 64 183.7 190.2 12.5 762.2 628 15.1 630.1 1954,3 26:178.0;876.83,877.60 6.4 167.1 173.5 12.5 762.1 627 15.0 628.4 1954,3:27'206.0'877.11;'877.69 64 180.7 187.1 12.4:762.2 625 15.0 626.7 1954'3 28:209.0:877.14.877.73 6.4|187.2 193.6!12.4)762.2;623 15.0;625.0 1954.3:29 155.0:876.60:877.51;6.4:152.8;159.2!12.4)762.0:622 14.9 623.4 1954:3:30.132.0 876.37,877.33)6.3:126.7)133.1 12.3:761.8:621 14.9 621.7 1954 3:31 117.0:876.22,'877.20!6.3 108.4:114.7 12.3:761.7;619 14.9 620.0 1954:4 1"104.0:876.09;877.09]6.3 93.8)100.0 12.3!761.6)620 14.9 620.5 1954 4 2.93.0:875.98 876.99!6.3 81.7!87.9 12.3)761.5:620 14.9 621.0 4954 4:3 77.0'875.82:876.87!6.2 67.4 73.7;12.4 761.4!621 14.9 621.5 1954:4 4 68.0:875.73:876.78!6.2 56.7 62.9:12.4 761.3 622 14.9;621.9 1954:4 5/61.0: 875.66'876.70 6.2:48.4 54.5 12.4 761.2 622 14.9 622.4 19541 4!6!51.0:875.56!876.61 6.2 39.3 45.5 12.4 761.1 623 14.9 622.9 1954:4:7 47.0:875.52:876.55 6.1 33.3 39.4 12.4 761.0 623 15.0 623.4 1954 4 8 40.0.875.45'876.47 6.1 26.9 33.0)12.4 761.0 624 15.0 623.9 1954 4 9 43.0 875.48 876.46:6.1 25.6 31.7!12.4,760.9 624)15.0 624.4 1954 4 10 43.0 875.48.876.45 6.1 25.0!31.1 12.4)760.9,625!15.0 624.8 1954,4 "1 40.0 87545 876.43 6.1 23.2;29.3 12.4)760.9)625,15.0 625.3 1954:4 12 49.0:875.54 876.47 6.1 27.0:33.1 12.5 761.0!626!15.0 625.8 1954:4 13.49.0 875.54:_876.50 6.1]28.8:34.9:12.5 761.0;626)15.0 626.3 1954,4)14:33.0,875.38|«876.41 6.1)21.3 27.4 12.5 760.9 627 15.0 626.8 1954!4!15;29.0:875.34:876.33 61 15.9 22.0 12.5 760.8 627 15.1 627.3 1954:4;16!26.0.875.31,876.27)6.1 11.9 17.9 12.5 760.7 628 15.1 627.7 1954 4)17 23.0 875.28:876.22!6.1 8.5)146 12.5 760.7 628 15.1 628.2 1954:4;18:20.0 875.25.876.17,6.1:5.6 11.6 12.5 760.8;629 15.1 628.7 1954 4)19:16.0 875.11;876.10,6.0 25.8.6 12.5 760.6;629 15.1 629.2 19541 4.201 15.0°875.08.876.04!6.0 07)6.7 12.5 760.5 630 15.1 629.7 1954:4:21 14.0 -875.04'875.98!6.0 0.0;6.0 12.6 760.5,630 15.1 630.2 1954 4 22 120 874.97 875.89"6.0 0.0,6.0 12.6 760.4:631 15.1 630.6 1954)4 23 11.0 874.94 875.80)6.0)0.0 6.0 12.6 760.3;631 18.2 631.1 1954:4.24!10.0 874.90.875.68!6.0!0.0 6.0 12.6 760.1 632 15.2 631.6 1954 4:25:90 87487.875.56 5.9:0.0;5.9 12.6 760.0 632 15.2 632.1 1954 4,26.9.0 874.87 875.43 5.9 0.0:5.9 12.6 759.9"633 15.2 632.6 1954:4;27:8.0 874.83 875.29 5.9 0.0;5.9 12.6 759.8;633 15.2 633.1 1954,4,28:8.0 874.83:875.15:5.8 0.0!5.8 12.6)759.6)634 15.2 633.5 19541 41 +29.21.0:875.26'875.19:5.8:0.0)5.8 12.7;759.6)634 15.2 634.0 'aynolds ydro Project Toss rhs") 1954 4 30!53.0°875.58 875.64 5.8 0.0 5.8 12.7:760.11 635 15.2 634.5 1954)4 31)102.0'876.07:876.43;5.9 23.5 29.5,12.6;760.9:635.15.2 635.0 1954,5,1 236.0 877.41.'877.43,6.1)141.6 147.7 12.5 761.9 630:15.1 631.0 1954:5 2)376.0 878.81.878.31 6.3 290.5 298.9 12.4 762.8 624;15.0°627.1 1954:5 3/266.0 877.71 878.15 6.5 259.8 268.3 12.3 762.6 621!14.9.623.1 1954!§|4 247.0 877.52 878.02 6.5)237.6 244.1!12.3!762.5 617)14.8.619.1 1954!5 5 316.0:828.21:878.26 6.5;279.7:286.2!12.2!762.8 612:14.7:615.2 1954 5:6,275.0°877.80.'878.17!6.5:263.2!269.7;121)762.7 609!14.6:611.2 1954:5)7 357.0;878.62,878.45 6.5)316.9 323.4;12.0:763.0 604 14.5,607.3 1954:5 8 269.0 877.741 878.20 6.6 269.5 276.1)11.9}762.7 601 14.4 603.3 1954 51 9 175.0|876.80:-*877.75 6.5 190.9 197.4;11.9,762.3 598 14.3 §99.3 1954 5!10.406.0 876.11.877.30 6.4,122.0 128.4/11.8!761.8 594 14.3 595.4 1954 5:11;68.0 875.73 876.95:6.3 76.3 82.6:11.8:761.5 591:14.2)591.4 1954,5.12)50.0 875.55:876.71;6.2!49.9 56.1:11.7)761.3:587 14.1 587.4 1954:5 13!44.0 875.49°876.58 6.2:36.4 42.6!11.6 761.1 583 14.0/§83.5 1954]5;14 35.0 875.40'876.46 6.1 26.1 32.2)11.5 781.0 579 13.91 579.5 1954:5'15 29.0;875.34.«876.37 6.4 18.6 24.7!11.5 760.9 575 13.8]575.5 1954 5 16.25.0'875.30:876.30 6.1 13.2 19.3:11.4 760.9 571 13.7!§71.6 1954:5 17)22.0'875.27;'876.23 6.11 9.3)15.4]11.3 760.8 568 13.6:567.6 1954 5 18!21.0 875.26:876.19 6.1.6.9 43.0!11.2 760.8 564:13.5;563.6 1954)5.191 20.0:875.25:876.16 6.1)5.2 11.3!11.4 760.7 560!13.4 559.7 1954:5:20)17.0'875.15 876.12 6.0)3.2 9.3)11.4 760.7 556 13.3 555.7 1954:5:2ti 17.0!875.15:876.09 6.0 2.1 8.2!11.0 760.7)§52 13.2 §51.8 1954:5!22)17.0!875.15!876.07 6.0 15 7.5]10.9 760.7!548 13.1 547.8 1954!5:23;24.0°875.291 876.12 6.0 3.4 9.4;10.8 760.7 544 13.1 543.8 1954:5 24 28.01 875.33:876.18 6.0 6.4 12.4:10.8 760.8 540 13.0 539.9 1954,5)25 29.0/875.34;876.23 6.4 8.9 15.0!10.7 760.8 536 12.9 §35.9 1954!51 26 26.0 875.31 876.23 6.1 9.1 15.2:10.6 760.9 532 12.8 §31.9 1954:5}27 31.0 875.36 876.27 6.1 14.5 17.6 10.5 760.9 528 12.7 §28.0 1954;5!28 36.0 875.41;876.32 6.1;15.3 21.3 10.4 761.0 524 12.6 524.0 19541 6 1 27.0 875.32!876.29 6.1]13.0 19.1 10.4 760.9 524 12.6 524.0 1954:6)2 24.0 875.29'876.25 6.1!10.5 16.5;10.4 760.9 524 12.6)524.1 1954:61 3;22.0 875.27.-:876.22 6.1:8.3 14.3:10.4 760.9:524 12.6!§24.1 1954!6i 4:22.0:875.27.'876.20 6.1 741 13.2!10.4:760.8:524 12.6)524.1 1954"6 5!21.0 875.26:876.18 6.1 6.0 12.1:10.4:760.8!524 12.6)524.2 1954;6 6:20.0:875.25;876.16 6.0 5.0 14.1 10.4!760.8]524 12.6)524.2 1954)6!7 20.0 875.25;876.14 6.0 44 10.5 10.4]760.8 524 12.6 524.2 1954,6 ai 20.0 875.25|876.14 6.0 4.1 10.1|10.4!760.8 524 12.6 §24.3 1954;6;9:22.0,875.27!876.15 6.0 46 10.7 10.4 760.8 524 12.6 524.3 1954:6|10)19.01 875.22;876.13 6.0 3.8 9.9 10.4 760.8 524 12.6 §24.3 1954.6]1!17.0 875.15 876.10 6.0 27 8.7 10.4 760.7 524 12.6 524.4 1954!6 12 22.0 875.27 876.13 6.0 37 97 10.4 760.8 524 12.6 524.4 1954:6 13 22.0 875.27 876.14 6.0 44 10.4 10.4 760.8 524 12.6 524.4 1954:6 14 19.0 875.22 876.13 6.0 3.7 9.7!10.4 760.8 524 12.6 524.5 1954;6:15)17.0 875.15'876,10 6.0 2.6 8.6)10.4;760.7 524 12.6 524.5 1954.6 16'16.0 875.11:876.07)6.0,1.6 76:10.4:760.7 525 12.6 §24.5 1954 6 17°15.0 875.08:876.04:6.0:0.7 6.7;10.4:760.7 525 12.6 §24.5 1954 6 18°14.0 875.04;876.01!6.0:0.1 6.1,10.4:760.6 525 12.6 524.6 1954)6!19:14.0 875.04 875.98 6.0:0.0 6.0:10.5:760.6!525 12.6;524.6 1954)6:20;13.0 875.01:875.93 6.0 0.0 6.0 10.5!760.6 525 12.6)524.6 1954:6 21:12.0 874.97:875.87 6.0 0.0 6.0 10.5;760.5 §25 12.6!524.7 1954.6;22)12.0'874.97:875.81 6.0 0.0:6.0 10.5:760.4 §25 12.6!524.7 1954:6:23:12.0:874.97:875.76!6.0 0.0'6.0 10.5!760.4 525 12.6!524.7 1954.6 24 13.0!875.01;875.71"6.0!0.0!6.0 10.5)760.3 525 12.61 §24.8 1954!6 25 12.0!874.97:875.65!5.9)0.0 5.9 10.5 760.3 525 12.6 524.8 1954,6!26 11.0:874.94;875.58:5.9:0.0 5.9 10.5 760.2 525 12.6 524.8 1954"6!27 10.0:874.90;875.50!5.9]0.0 5.9!10.5 760.1 525 12.6 524.9 1954 6:28 10.0 874.90:875.41.5.9 0.0!5.9,10.5.760.0 525 12.6 524.9 1954 6 29:10.0:874.90!875.33:5.9 0.0:5.9 10.5.760.0 525 12.6 524.9 1954 6 30.10.0;874.90'875.25 5.91 0.0:5.9 10.5:759.9 525 12.6,§25.0 1954 6:31!11.0;874.94"875.18 5.8 0.0!5.8:10.5:759.8 525 12.6:525.0 1954 7:1 11.0 874.941 875.11 5.8:0.0:5.8!10.4)759.7 §23 12.6 523.2 1954:7)|10.0 874.90,875.02 5.8:0.0 5.8 10.4/759.7 §22 12.5 §21.3 1954)7!3:9.0 874.87!874.93:5.8;0.0:5.8 10.4]759.6 520 12.5 519.5 1954 7:4 9.0 874.871 874.84!5.8!0.0/5.8 10.3:759.5 518 12.4 517.7 1954 7!5i 9.0:874.87 874.74:5.7]0.0!57 10.3)759.4)516 12.4 515.8 1954:7i 6:9.0 874.87!874.65!5.7 0.0'5.71 10.1 759.3 507 12.2 514.0 1954!7]7:11.0'874.94:874.591 §.7'0.0 5.71 10.2 759.2 509 12.2 512.2 1954 7.81 20.0;875.25:874.65)5.7!0.0 §.7'10.0 759.3 503 12.4 510.3 1954.7 9 17.0'875.15!874.66"5.7)0.0 7!10.0 759.3 502 12.4 §08.5 1954:7 10 17.0,875.15:874.68:5.7 0.0 5.7:10.0;759.3 501 12.0 506.7 1954.7 11:29.01 875.34;874.86!5.7:0.0:5.7:10.1 759.5 505 12.4 504.8 1954 7;12)49.0 875.54)875.29;57!0.0 5.7!10.0 760.0 503 12.11 503.0] 1954:7 13 46.0 875.51'875.69!5.8:0.0 5.8,10.0 760.4 501 12.0!§01.2 1954 |7!14:36.0 875.41 875.96 5.9°0.0 5.9 10.0 760.6 500 12.0,499.3 1954 7 15!37.0 875.42:876.16:6.0 5.5/11.5;9.9 760.8 497 11.9 497.5 1954!7;16 36.0 875.41,876.27!6.0 11.8]17.8!9.9 760.9 496 11.9 495.7 1954:7 17!31.0/875.36)876.30!6.1 13.3)19.4)9.8 761.0 494 11.8 493.8 Raynolds Creak Hydro Project "TTT SS TEAS 1954 7 18 26.0:875.31;'876.27 6.1 11.8;17.9:98:761.0 492.11.8:492.0 1954:7:19 24.0:875.29;'876.25!6.4 10.2!16.2|08:760.9!490)11.8 490.2 1954 7 20:22.0 -875.27'«876.22 6.1 8.4 145 0.7)760.9 488:117,488.3 1954 |7;21 25.0,875.30;_-_--876.23 6.4 8.8 14.9 97 760.9 486;11.7)486.5 1954:7:22!26.0!875.31'-876.24 6.1 9.5 15.5 9.6 760.9!485)11.6!484.7 1954:7:23:23.0'875.28:876.22 6.1 8.5 14.6 9.6 760.9!483!11.6"482.8 1954 7:24 21.0'-875.26'876.20!6.1:7.2 13.2!9.6!760.9:481)11.5:481.0 1954:7 25 18.0 875.18:876.16)6.1 5.2 11.3:9.5 760.9:479:114.5)479.2 1954:7:26:17.0:875.15 876.13;6.0:3.8 98.9.5:760.8 477 11.5:477.3 1954:7.27:16.0;875.11 876.10)6.0 2.6 87 9.5!760.8:475 11.4!475.5 1954)7!28°16.0'875.11 876.08;6.0 1.9 8.0 9.4 760.8!474 11.4:473.7 19541 7 29:15.0:875.08!-_-876.06)6.0 1.2 7.2 9.4:760.8!472 11.3)471.8 1954 7:30 14.0 875.04'876.04!6.0:0.5!66:9.4 760.7 470,11.3:470.0 1954.8:1 13.0.875.01 876.00 6.0 0.0;6.0;9.4,760.7 472 11.3:472.2 1954]8 2 13.0)875.01 875.97 6.0 0.0 6.0!9.5:760.7 475 11.4:474.5 1954!}3:31.0|875.36)876.13 6.0 3.7 9.7!9.5)760.8 477 11.4;476.7 1954:8 4)50.0,875.55)876.35 6.0 17.3 23.3]9.5)761.0 479 11.5)478.9 1954!8,5 47.0.875.52!_-_876.44!6.1 24.4 30.5|96:761.1 481 11.5,481.1 1954 8 6:43.0°875.48;'876.46!6.1;25.9 32.0!9.6,761.2 483 11.6)483.4 1954:8,7 48.0'875.53:'876.50 6.1 29.3 35.4/97)761.2 485 17)485.6 1954,8 8:57.0 875.62:_-'876.57'6.1 35.8 41.9!9.7!761.3 488 14.7)487.8 1954:8 Ey 66.0,875.71;876.66.6.1 43.8 50.0 9.7:761.3;490 11.8:490.0 1954;Cy 10 68.0:875.73:_- 876.70 6.2 48.5 547 9.8)761.4 492 11.8]492.3 1954)8:11.66.0:875.71!-876.74 6.2 49.4 55.6 96!761.4!494 11.91 494.5 1954)8.12 61.0 875.66!'876.69 6.2 46.8 53.0!9.9;761.4)496 11.9]496.7 1954!8:13:56.0:875.61 876.65 6.2 42.9 49.0 9.9 761.3)499 12.0!498.9 1954,8:14.50.0'875.55|'876.59 6.2 37.8 44.0 10.0 761.3 501 12.0:501.2 1954)8:15:49.0'875.54]«876.57 6.1 35.1 41.2 10.0 761.2 §03 12.1!503.4 1954 8.16!48.0)875.53!876.55 6.1 33.3 39.4 10.1 761.2 505 12.1;505.6 1954 8!17]48.0|875.53;'876.54 6.1 32.4 38.6 10.1 761.2 508 12.2!507.8 1954:8 18,59.0|875.64!876.60 6.1 38.1 44.2 10.1 761.3 510 12.2/§10.1 1954.8 19 89.0'875.94!'876.79.6.1 58.0 64.2 10.2 761.4:512 12.3 §12.3 1954 8 20 81.0 875.86'876.831 6.2 61.9!68.1!10.2!761.5:514 12.3]514.5 1954 8 21 75.0 (875.80:'876.81 6.2 59.9!66.1;10.3 761.5 516 12.41 516.7 1954 8 22 72.0.875.77;_-876.78'6.2 §7.3!63.5:10.3.761.4;519 12.4 §19.0 1954 8 23 77.0:875.82!876.80;6.2 59.2 65.3!10.4:761.4 521 12.5 521.2 1954:8 24)81.0:875.86!876.83]6.2 62.3 68.5 10.4:761.5 523 12.6 §23.4 1954"8 25 81.0:875.86;876.84 6.2 63.5 69.7 10.5!761.5 §25 12.6 525.6 1954.cy 26:69.0;875.74[876.78 6.2!56.9 63.1 10.5]761.41 528 12.7 527.9 1954:8:27 59.0\875.64;876.70 6.2 48.3 54.5 10.5'761.3 530 12.7 530.1 1954:8:28,56.0;_875.61 876.65 6.2 43.1 49.3 10.6 761.3 532 12.8 532.3 1954!8 29"55.0:875.60;876.62 6.2 40.3 46.5 10.6 761.2 534 12.8 534.5 1954!8 30;54.0}875.59!'876.60 6.2!38.6 447 10.7 761.2 537 12.9 536.8 1954 cy 31;57.0|875.62;876.61 6.1|39.4 45.6 10.7 761.2 539 12.9 539.0 1954"9 1 59.01 875.64)876.63 6.1)41.0 47.1)10.7 761.2 540 13.0 539.8 1954 9 2 64.0:875.69'«876.66 6.2!44.4 50.6)10.8:761.3 540 13.0 540.6 1954 9 3 67.0:875.72''876.69 6.2!47.7:53.8:10.8:761.31 541 13.0 541.4 1954 9 4 69.0°875.741 «876.72;6.2)50.2!56.4:10.8 761.3 §42 13.0!542.2 1954.9 5 73.0.875.78}'876.75!6.2 53.6 59.8!10.8!761.4 5431 13.01 543.0 1954 9 6 73.0 _875.78|'876.76!6.2!55.0!61.2)10.8!761.4 543/13.0'543.8 1954 9 7 71.0;875.76;_'876.76|6.2:54.4]60.6i 10.8!761.4 544!13.1!544.6 1954 9 8 67.0;875.72:'876.73!6.2!51.8)58.0,10.8:761.3 545!13.1)545.4 1954 9:9 61.0:875.66!876.69 6.2:47.3 53.4 10.9:761.3 546,13.1 546.2 1954)9 10°58.0;875.63)876.65 6.2 43.7 49.8 10.9 761.3 547 13.1 547.0 1954:9 111 61.0)875.66,'876.66 6.2 43.8 50.0 10.9 761.3 548 13.1 547.8 1954,9 12!72.0!875.77)'876.72 6.2 50.2 §6.4|10.9 761.3 548 13.2 548.6 1954:g 13)91.0;_875.96'_876.85)6.2 64.2 70.4:10.9!761.4]549 13.2 549.4 1954 9 14 123.0'876.28,_'877.06:6.2!89.8 96.0:10.9:761.7,§50 13.2 550.2 1954 9 15 111.0:876.16,877.08:6.2:92.3:98.6:10.9)761.7!550 13.2 551.0 1954 9 16;89.0.875.94,876.98:63:79.5:85.8)11.0:761.6;551 13.2 551.8 1954 9 17 79.0.875.84;876.88!6.2:68.7)74.9!11.0 761.5 §52 13.3 552.6 1954 9 18 66.0°875.71;'876.78:6.2!56.8 63.0 11.0!761.4 553 13.3 553.4 1954:9 19 57.0,875.62!-_876.69'6.2 46.9 53.1 11.0 761.3 554 13.3 554.2 1954 9:20:60.0;875.65:_-876.66!6.2)44.5 50.7 11.0 761.3 555 13.3 555.0 1954 9 21 95.0'876.00,_876.84!6.2.64.0 70.2 11.1 761.4 555 13.3 §55.8 1954.9 22 109.0;876.14:876.99"6.2:80.9 87.1 14.1;761.6 556 13.3 556.6 1954 9 23 91.0,875.96:-_876.95;6.2:76.5 82.7!11.1)761.5 557 13.4 557.4 1954.9 24 75.0'875.80 -9876.85 6.2)65.0 71.3)11.1;761.4 558 13.4 558.2 1954 9 25 62.0|_875.67''876.74 6.2)53.0 59.21 11.1;761.3 559 13.4 §59.0 1954 9 26 56.0 875.61.876.66 6.2:447 50.9)11.1,761.2 560 13.4 559.8 1954 9 27 52.0 875.57._-'876.61)6.2 39.0 45.2,11.2'761.2 560 13.4)560.6 1954 9 28 48.0°875.53.876.56!6.1 34.4!40.6)11.2 761.1 561 13.5:561.4 1954 9'29 47.0 875.52 __--876.53,6.1 31.8,38.0:11.2 761.1 562 13.5)562.2 1954 9 30.47.0,875.52;«876.52!6.1 30.7:36.8:11.2 761.1 563 13.5 563.0 1954 10 1 47.0.875.52.876.51!6.1 30.1;36.2!11.2 761.1 564 13.5 564.3 1954:10 2:46.0 '875.51 _-_- 876.50:6.1.29.3)35.4 11.3 761.1 §65 13.6 565.5 1954 10 3 40.0.875.45°876.46:6.1.25.7!31.9 11.3;761.0 567 13.6 566.8 1954 10 4 39.0.875.441 «876.43!6.1:23.6!29.71 11.3!761.01 568 13.6 568.0 Reynolds Creek Hydro Project T3Orse 7 1954;10 5 38.0 875.43:876.41:6.1 22.0)28.1:11.3:761.0;569 13.7 569.3 1954 10 6 37.0,875.42:876.40:6.1 20.8,26.9;11.4 761.0,570;13.7 §70.5 1954 10 7 37.0.875.42:876.39 6.1)20.1;26.21 11.4 761.0 §72 13.7,§71.8 1954!10:8:54.0 875.59;876.49:6.1 28.7 34.8 11.4 761.1 573 13.7!573.1 1954,10!9/72.0|875.77!-«876.65 6.1 42.9 49.0 11.4 761.2 574 13.8)574.3 1954:10 10:61.0: 875.66'876.65 6.2 43.2:49.3:11.5 761.2 575 13.8 575.6 1954:10 WwW §3.0:875.58 876.60,6.2 38.8:44.9 11.5 761.2 877!13.8:576.8 1954.10 12 47.0 875.52.876.55"6.1:33.6)39.7'11.5)761.11 578.13.9 578.1 1954 10 13 41.0:875.46 876.49 6.1;28.0:34.21 11.5:761.0°579.13.9!579.4 1954!10 14.36.0!875.41;876.43)6.1 22.9 29.1 11.6 761.0!580 13.9 580.6 1954!10°15 31.0 875.36'876.36!6.1 18.1 24.2 11.6 760.9/§82 14.0 581.9 1954:10 16 30.0 875.35!876.32)6.1 15.2!21.3 11.6 760.9;§83 14.0 §83.1 1954.10 17 31.0:875.36 876.31!6.1 14.3!20.4 11.6:760.9!584 14.0 584.4 1954:10 18 39.0.875.44:876.36,6.1.17.7:23.8:11.7 760.9 586 144 §85.6 1954!10 19:42.0!875.47 876.40 6.1 21.0 27.1 11,7 760.9:587 14.1 586.9 1954:10.20!36.0 875.41 876.38 6.1 19.6 25.7 41.7 760.9 588 14.1 588.2 1954:10°21 31.0 875.36 876.34 6.1 16.4 22.5 11.7 760.9 589 144 589.4 1954 10;22 38.0 875.43 876.37 6.1 18.3 24.3 11.8 760.9 §91 14.2 §90.7 1954"10 23:47.0 875.52'876.44 6.4 23.8 29.9 11.8 761.0 §92)14.2 591.9 1954,10 24)44.0 875.46,876.43 6.1!23.4 29.5 11.8 761.0 593 14.2)593.2 1954 10 25:38.0:875.43!876.41 6.1]21,7 27.8 11.8 760.9;594 44.3!594.5 1954:10 26 34.0:875.39 876.37 6.11 18.8 24.9 11.9 760.9 596 14.3;595.7 1954)10 27 29.0 875.34 876.32 6.1!15.0 21.1 11.9 760.8 597 14.3 597.0 1954 10:28:26.0 875.31 876.27 6.1 1.7 17.8 11.9 760.8 598 14.4 598.2 1954.10 29 24.0 875,29 876.23 6.1 9.1 15.2 11.9 760.8 599 14.4 §99.5 1954)10 30:23.0 875.28 876.20 6.1 7.3 13.4 12.0 760.7 601 14.4 600.7 1954:10:31!22.0 875.27 876.17 6.1 5.9 12.0 12.0 760.7 602 14.4 602.0 1954.11 1;21.0 875.26 876.15 6.0 48 10.8 12.0 760.7 603 14.5;603.2 1954:1 2:19.0 875.22 876.12 6.0 3.3 9.4 12.0 760.6 604 14.51 604.4 1954i 1 3)18.0 875.18 876.09 6.0 2.2 8.2 12.1 760.8 606 14.5 605.6 1954!1 4 17.0 875.15 876.06 6.0 1.2 7.2 12.1 760.6 607 14.6 606.8 1954'11 5 16.0'875.11;876.03 6.0 0.3 6.4 12.1 760.5:608 14.6 608.0 1954 11 6 16.0.875.11!876.00 6.0:0.0 6.0:12.1 760.5!609 14.6 609.2 1954:11 7 16.0 875.111 875.97 6.0 0.0 6.0;12.2:760.5 611 14.7 610.4 1954:11 8 16.0°875.11;875.94 6.0 0.0;6.0,12.2!760.4 612 14.7 611.5 1954)11 9 15.0:875.08!875.90 6.0 0.0;6.0:12.2 760.4 613 14.7 612.7 1954 11,10,14.0 875.04 875.84 6.0 0.0!6.0 12.2 760.3 614 14.7 613.9 1954 11 11 13.0 875.01 875.77 6.0 0.0!6.0 12.3 760.3 615 14.8 615.1 1954 11:12!13.0 875.01 875.70 6.0 0.0 6.0 12.3 760.2 617 14.8 616.3 1954!1 13:12.0 874.97 875.62 5.9 0.0 5.9 12.3 760.1 618 14.8 617.5 1954:11;14:12.0 874.97 875.54 5.9 0.0 5.9 12.3 760.0 619 14.9 618.7 1954!11)15!11.0 874.94 875.44 5.9 0.0 5.9 12.4 759.9 620 14.9 619.9 1954,11 16)11.0 874.94 875.35 5.9 0.0 5.9 12.4 759.8 621 14.9 621.1 1954;11)17:11.0 874.94 875.25 5.9 0.0 5.9 12.4 759.7 622 14.9 622.3 1954.11 18 10.0 874.90 875.14 58 0.0 5.8,12.4 759.6 624 15.0 623.5 1954 11 19 10.0;874.90 875.03 5.8;0.0 5.8 12.5!759.5!625 15.0 624.7 1954 1 20 9.0'874.87!874.91 5.8!0.0 5.8:12.5;759.41 626 15.0!625.9 1954 1 21 9.0 874.87:874.79:5.8)0.0!5.8.12.5:759.3 627 15.1!627.1 1954.1 22:9.0'874.87!874.67 57|0.0 5.7:12.5:759.1 628 15.11 628.3 1954 11 23:8.0!874.83!874.53 5.71 0.0 5.71 12.6 759.0 630 15.1 629.5 1954:14 24 8.0'874.83!874.39 57 0.0)57 12.6 758.9 631 18.1 630.6 1954 1 25 8.0,874.83 874.26 5.6 0.0:5.6 12.6 758.7 632)15.2 631.8 1954 11 26.8.0!874.83,874.12 5.6)0.0 5.6 12.6)758.6 633:15.2 633.0 1954.11 27 8.0 874.83 873.99 5.6 0.0 5.6]12.71 758.4 634 15.2 634.2 1954,11 28,8.0 874.83 873.85 5.5!0.0 5.5|12.7 758.3 636 15.3 635.4 1954.11 29:7.0°874,80 873.71 5.5]0.0 §.5'12.7 758.2 637 15.3 636.6 1954:11 30 7.0 874.80 873.56 5.51 0.0 5.5:12.8!758.0 638 15.3 637.8 1954 1 31 7.0'874.80:873.41 5.4)0.0:5.4:12.8 757.9:639 15.3 639.0 1954 12 1 7.0 874.80!873.26 5.4 0.0:5.4 12.8 757.7|641 15.4:640.8 1954 12 2 7.0 874.80'873.11 5.3}0.0:5.3,12.9 757.6,643 15.41 642.6 1954 12 3 7.0 874.801 872.97!5.3:0.0 5.3.12.9:757.4)645 15.5 644.4 1954 12 4 7.0 874.80 872.82!5.3:0.0)§.3:12.9)757.3)646 15.5 646.2 1954 12 5 7.0 874.80 872.67!5.2 0.0:5.2)13.0 757.1 648 15.6 648.0 1954:12 6 15.0 875.08 872.63)5.2 0.0!§.2)13.0 757.1 650 15.6 649.8 1954 12 7 23.0 875.28 872.69:5.2 0.0!5.2:13.0:757.1 652 15.6 651.6 1954 12 8 24.0;875.29 872.77!5.2)0.0:5.2 13.1!757.2 654 15.7 653.4 1954 12 9 22.0|875.27:872.82,§.2:0.0:5.2 13.1:757.2 655 15.7 655.2 1954:12 10 18.0.875.18;872.81'5.2!0.0;5.2 13.2 757.2 657 15.8 657.0 1954 12 1 16.0 875.11;872.78:5.2:0.0:5.2!13.2 757.2 659 15.8 658.8 1954 12 12 15.0.875.08:872.73:6.2:0.0!5.2:13.2 757.1 661 15.9 660.6 1954 12 13 15.0°675.08:872.69:§.2,0.0°5.2 13.3 757.1;663 15.9!662.4 1954 12 14 16.0:875.11,872.66,5.2.0.0:5.2 13.3:757.1!664 15.9 664.2 1954 12 15:14.0;875.04'872.60:5.2:0.0 5.2:13.3:757.0;666 16.0 666.0 1954 12 16 13.0!875.01:872.52:§.21 0.0!§.2'13.4)756.9)668 16.0 667.8 1954 12 17 12.0:874.97 872.44!6.11 0.0;5.1:13.4;756.8 670 16.1:669.6 1954 12 18 12.0:|874.97:872.35:5.1)0.0;5.1 13.4)756.7 672 16.1;671.4 1954 12 19 11.0;874.94:872.25)5.1)0.0.5.1 13.5!756.6)673 16.2)673.2 1954.12 20:13.0 875.01;872.18:§.1!0.0!5.1.13.4|756.6!669 16.1;675.0 Raynolds Creek Hydro Project TTor se TAGS 1954 12:21:22.0.875.271 872.22:5.0:0.0:5.0;13.6.756.6:677 16.2 676.8 1954 12,22 34.0,875.39}872.43,5.1)0.0)§.1)13.6;756.8 679;16.3!678.6 1954 12:23,34.0;875.39!872.63)5.1:0.0:5.1 13.6 757.0 681!16.3:680.4 1954)12!24:43.0,875.48;872.95 5.2:0.0 §.2 13.7 757.3 682 16.4/682.2 19541 12,25'47.0'875.52!873,32 5.3 0.0 5.3 13,7 757.7 684 16.4)684.0 1954]12:26,48.0'875.53;873.70 5.4,0.0:54.13.7 758.1 686)16.5)685.8 1954!12:27.49.0;875.54 874.09 5.5:0.0:5.5)13.7,758.5:688:16.5)687.6 1954!12:28 40.0:875.45 874.36 5.6:0.0!5.6:13.8:758.7]690!16.6'689.4 1954,12 29 31.0;875.36!«874.52;5.6:0.0!5.6:13.8:758.9,«691 16.6 691.2 1954!12!30:26.0 875.31 874.60 57 0.0!5.71 13.8 759.0'693 16.6 693.0 1955!1 1 24.0/875.29]874.66 57 0.0 5.7 13.9 759.0 694 167 693.8 1955;1 2.22.0'875.27)874.69!57:0.0 57,13.9 759.0 695 16.7 604.5 1955:1 3 19.0 875.22!874.69 5.7 0.0!5.7)13.9 759.0!696!16.7:695.3 1955:1 4 17.0,875.15|874.65.57)0.0,57,13.9 759.0.696 16.7 696.1 1955)1 5:16.0!875.11 874.601 5.71 0.0:67 13.9)759.0 697 18.7 696.9 1955!1:6 16.0'875.11 874.56!5.7 0.0 5.7 13.9 758.9 698 16.7 697.6 1955:1!7 15.0/875.08;874.50!5.7 0.0 57 13.9 758.8 699 16.8 698.4 1955:1 8.14.0,875.04!874.42!57)0.0!57 14.0 758.8 699 16.8:699.2 1955)1 9 23.0;875.28;874.47:5.6 0.0!5.6 14.0 758.8 700 16.8 700.0 1955 1:10:44.0 875.49!«874.793 5.6:0.0 5.6 14.0 759.1 701 16.8 700.7 1955;1!11 51.0,875.56;_875.20:57:0.0 57 14.0 759.5 702 16.8 701.5 1955:T 12 59.0:875.64)875.72 5.8 0.0 5.8 14.0 760.1;702 16.9 702.3 1955:1 13:56.0|875.61 876.14!5.9 4.2 10.2 14.0 760.5 703 16.9 703.1 1955.1 14:78.0'875.83)876.51!6.0 29.9 35.9 14.0 760.8 704 16.9 703.8 1955:V 18:71.0)875.76)876.63)6.1 415 476 14.0 761.0 704 16.9 704.6 1955!1 16;135.0:876.40|877.02!6.2:85.3 91.4 14.0 761.4 705 16.9 705.4 1955:1 17:114.0;876.19]877.06 6.2!90.6 96.8 14.0 761.4 705 16.9 706.2 1955:1 18:173.0!876.78!877.36 63 130.5 136.7 14.0 761.7 706 16.9 706.9 1955,1 19!181.0)876.86!877.49 6.3 150.4 156.7 14.0 761.8 706 16.9 707.7 19551 1 201 172.0|876.77!'877.50!6.3 151.2 187.5 14.4 761.8 707 17.0 708.5 1955!1 21°177.0|876.82,877.52)_6.3 154.8 161.1 14.1 761.9 708 17.0 709.3 1955!1 22!152.0:876.571 877.42!64 139.4 145.7 14.1 761.7 709 17.0 710.0 1955!1 23 108.0:876.13:877.18!6.3 105.7!112.0!14.11 761.5:710 17.0 710.8 1955:1 24 111.0;876.16!877.11!6.3)96.1;102.3:14.1!761.4)711 17.1 7116 1955:1 25 92.0!875.97}876.99 6.3)80.8!87.0:14.2 761.3 712 17.4 712.4 1955:1 26.106.0]876.11 877.01!6.2 83.8 90.0 14.2 761.3 712 17.1 713.1 1955!1}27:86.0;875.91 876.92 6.2 72.6 78.8 14.2 761.2 713 17.1 713.9 1955;1 28 72.01 875.77|876.81 6.2 59.9 66.1 14.2 761.1 714 17.1 714.7 1955"1 29 68.0)875.73)876.74 6.2 52.6 58.8 14.2 761.1 715 17.2 715.5 1955;1 30 62.0|875.67!876.68 6.2 46.2 52.4 14.3 761.0 716 17.2 716.2 1955:1 31:62.0:875.67 876.65:6.2 43.6 49.7 14.3 761.0 717|17.2 717.0 1955!2:1 50.0!875.55!876.57 6.2 35.7 41.9 14.2 760.9 715)17.2 715.5 1955 2 2:43.0;875.48;876.49 6.1 28.6 34.8 14.2 760.8 714 17.1 714.0 1955)2:3:56.0!875.61 876.54 6.1 32.4 38.6 14.2 760.9 712 17.1 712.5 1955:2:4 77.0; 875.82'876.68 6.1 46.0 52.2 14.1 761.0 714 17.1 711.0 1955 2:5 74.0;875.791 876.72"6.2 50.5'56.6 14.1 761.1)709}17.0 709.5 1955.2 6:97.0:876.02]_-_876.86!6.2 66.0:72.2)14.1 761.2:707 17.0 708.0 1955:2 7:89.0,875.94;876.88)6.2:67.7.73.9;14.4 761.21 706 16.9 706.5 1955 2 8 68.0:875.73;876.77 6.2'55.8!62.0;14.0 761.1 705 16.9 705.0 1955:2:9:69.0'875.741 876.73 6.2|51.7,87.9!14.0 761.1 703 16.9 703.6 1955 2 10:69.0, 875.74'876.72 6.2!0.0 56.2 14.0 761.1 702 16.8 702.0 1955 2 11 78.0'875.83;876.76 6.2)54.6 60.8 13.9!761.1:700;16.8 700.5 1955:2 12 67.0.875.72!876.72:6.2 50.1 56.3 13.9:761.1:699!16.8 699.0 1955:2:13,76.0,875.81 876.75 6.2 53.5!59.7 13.9 761.1 697 16.7 697.5 1955 2}14)128.0)876.33!877.03 6.2 86.5!92.7 13.8 761.4 695 16.7 696.0 1955 2 15 138.0:876.43,877.18 6.2)106.4;112.7 13.8 761.5;693 16.6 694.5 1955:2 16 120.0'876.25)877.15.6.3!102.3!108.6:13.8;761.5!692 16.6 693.0 1955 2 17°99.0.876.04]877.04!6.3 87.6 93.9!13.7:761.4)691 16.6 691.5 1955 2 18.114.0.876.19'877.07:6.2 91.6 97.9:13.7:761.4;689;16.5 690.0 1955 2 19 97.0!876.02 877.00:6.3 82.5,88.8)13.7;761.4;688 16.5 688.5 1955 2 20,135.0.876.40!'877.16:6.2 103.0 409.3:13.6 761.5:686 16.5 687.0 1955"2)21 143.0°876.48,(877.25)63 115.9 122.2 13.6 761.8 684 16.4 685.5 1955:2:22.130.0,876.35!877.23!6.3:112.2 118.5 13.6 761.6 683;16.4 684.0 1955)2!23:126.0,876.31 877.20!6.3,108.3 114.6 13.6 761.6 681)16.4 682.5 1955!2 24 147.0,876.52!877.29.6.3)120.5 126.8)13.5 761.7 680!18.3 684.0 1955.2:25.161.0'876.66!877.38 6.3:134.0 140.3!13.5 761.8 678 16.3 679.5 1955,2 26 147.0'876.52)-877.35'6.3 129.6.135.9!13.51 761.7 677 16.2 678.0 1955)2 27 158.0°876.63)877.39,6.3,135.3!1416.13.4,761.8,675!16.2 676.5 1955.2!28 131.0'876.36;877.28:6.3;119.6:125.9 13.4!761.7:674!16.2 675.0 1955:2:29 91.0!875.96!877.05:6.3,88.8!95.1 13.4:761.4!673|16.1 673.5 1955:2'30 71.0 (875.76.'876.86.6.2:65.8"72.0!13.4:761.3 671:16.1 672.0 1955,3 1 58.0:875.63!«876.71 6.2:49.6:55.6 13.3 761.1 670)16.1 670.3 1955:3:2 78.0.875.83,876.76 6.2 54.8)61.0)13.3 761.2!668)16.0 668.6 1955 3 3 167.0.876.72'877.23 6.2.112.2!118.4 13.2 761.6;666.16.0 667.0 1955:3 4 113.0:876.18,877.14"6.3:100.2!106.5 13.2:761.6:664:15.9 665.3 1955:3 5 75.0'875.80;876.92:6.3 72.4:78.6 13.2!761.3 663 15.9 663.6 1955!3)6 60.0;875.65,876.75:6.2 53.4!59.6 13.2:761.2 662 15.9 681.9 1955;3 7 56.0 875.61;876.66:62 43.7)49.9 13.1:761.1:660 15.8 660.3 faynolds Creal ro Project TS ose TRIS 1955 3 8:63.0,875.68 876.66:6.2)43.7)49.9!13.1 761.1!658 15.8 658.6 1955:3 9.51.0|875.56:'876.59!6.2:37.0;43.2 13.4 761.0)657:15.8.656.9 1955.3.10 74.0' 875.79'«876.69!6.1!47.1:§3.2 13.0 761.1 655 15.7:655.2 1955:3!1 68.0;875.73!'876.70;6.2 48.1 $4.3 13.0 761.1 653:15.7)653.5 1955;3)42!62.01 875.67!'876.67!6.2 45.1 §1.3 13.0 761.1 652!15.6 651.9 1955 3:13:60.0'875.65:876.64}6.2 42.7)48.9 12.9 761.1 650!18.6!650.2 1955:3)14 65.0:875.70°«876.66!6.2 44.5 50.7 12.91 761.1 648:15.6:648.5 1955 3)15 62.0°875.67:876.65!6.2)43.7 49.8 12.9:761.1 647)15.5;646.8 1955 3!16:108.0,876.13.876.901 6.2 70.4 76.6'12.8)761.3:645:15.5,645.2 1955,3}17 128.0;876.33:'877.09 6.2 94.3 100.5)12.8]761.5 643]15.4:643.5 1955 3 18 114.0|876.19:877.10 6.3 94.8 101.0;12.8)761.6 641)15.4)641.8 1955 3 19.182.0'876.87!«877.42:6.3 138.9!145.2!12.7 761.9)639:18.3:640.1 1955 3.20:231.0 877.36:877.73:6.3:188.0!194.4,12.7 762.2!637°15.3)638.5 1955 3:21:179.0,876.84.877.61 6.4 169.0i 175.4,12.6.762.1 635 15.2,636.8 1955!3!22;130.0)+=876.351 -877.36 6.4 130.4 136.8;12.6 761.8 634:15.2!635.1 1955/3!23 90.0;875.95;877.08 6.3 92.3 98.6 12.6 761.5 633;15.2:633.4 1955:3:24 66.0)875.71 876.85 6.3 64.5 70.8 12.6 761.3 631!15.1;631.7 1955 3:25,49.0 875.54,876.66 6.2 44.4 50.6!12.5 761.1 630:18.1)630.1 1955:3:26:45.0'875.50:'876.56;6.2 34.3 40.5 12.5 761.0:628:18.11 628.4 1955;3 27;68.0 875.73 876.65!6.4 42.7]48.9;12.5 761.1)626i 15.0!626.7 1955 3 28:59.0'_875.64'«876.63:6.2:414)47.6.12.4 761.1!625:15.0;625.0 1955 3 29,42.0 875.47.876.53:6.2:31.5 37.6;124 761.0 623.15.0 623.4 1955:3}30.36.0'875.41;«876.44 6.1|24.0 30.2!12.4 760.9 622 14.9 621.7 1955:3)31 31.0.875.36!876.37 6.1!18.2!24.3!12.3 760.9 620 14.9 620.0 1955 4 1 27.0'875.32;876.30;6.1 13.5 19.6 12.4 760.8 620 14.9 620.5 1955,4.2:26.0!875.31!876.26!6.1 10.8 16.8 12.4 760.7 621 14.9 621.0 1955 4 3:27.0!875.32,876.24!6.1 9.8 15.8 12.4 760.7 621 14.9 621.5 1955°41 4 44.0!875.49}876.35!6.1 17.2 23.3 12.4 760.8 622 14.9 621.9 1955!4]§:42.0:875.47!-_-876.39/6.1 20.4 26.4 12.4 760.9 622 14.9 622.4 1955)4 6 96.0!876.01!876.73 6.1 51.8 57.9 12.4 761.2 623 14.9 622.9 1955:4 7 96.0;876.011 876.87 6.2 67.0 73.2 12.4 761.4 623 14.9 623.4 1955:4:8 62.0:875.67 876.74 6.2 53.0 59.2!12.41 761.2 623 15.0!623.9 1955 4 9.47.0.875.52:876.61:6.2:38.9 45.1]12.4;761.1 624)15.0)624.4 1955 4 10 38.0:875.43.876.49:6.1 28.2 34.4)12.4)761.0 625!15.0:624.8 1955 4 11:36.0:875.41.876.42:6.1!22.6)28.7!12.4!760.9 625:15.0:625.3 1955 4 12:41.0,875.46,876.42!6.1 22.5 28.6 12.5 760.9 626!15.0;625.8 1955 4 13°36.0;875.41]876.391 6.1 19.9 26.0 12.5 760.9 6261 15.0)626.3 1955:4!14 37.01 875.421 --876.38/6.1 19.2 25.3 12.5 760.9 627 15.0]626.8 1955 4 15:38.0:875.43!-876.38;6.41 19.3 25.4 12.5 760.9 627 15.1]627.3 1955:4 16)30.0;875.35,876.33!6.1 15.4 21.5 12.5 760.8 628 15.11 627.7 1955:4 17;26.0,875.311 876.27 6.1 11.6 17.7 12.5 760.7 628 15.1]628.2 1955:4:18:25.0)875.30!876.23 61 9.3 15.4 12.5 760.7 629 15.1 628.7 1955 4 19:23.0]875.28:876.20 6.1 7.2 13.2 12.5 760.7 629 15.1 629.2 1955 4 20:22.01 875.27|876.17 6.1 5.6 11.7 12.5 760.6 630 18.4 629.7 1955 4 21 21.0:875.26!876.14:6.0:44 10.4 12.6|760.6 630 15.1 630.2 1955 4.22,44.0:875.49.876.30:6.0°13.5;19.5 12.6)760.8 631 15.4 630.6 1955 4 23 46.0°875.51:876.39.6.1!20.3)26.4 12.6:760.9 631:15.1;631.1 1955 4 24"38.0:875.43;876.39)6.1:19.8)25.9,12.6!760.9 631;15.2;631.6 1955 4.251 38.0,875.43:876.38.6.1)19.6 25.7,12.6 780.9 632:15.2!632.1 1955:4)26 43.0!875.48!«876.41;6.1 22.0 28.1!12.6 760.9 632 15.2 632.6 1955 4!27 74.0:875.79 876.62!61 40.0 46.1]12.6:761.1 633 15.2 633.1 1955 4 28,67.0°875.72:876.66:6.2:44.7)50.8 12.6:761.1 633:15.2 633.5 1955 4 29 62.0.875.67.876.66!6.2!43.8 50.0 12.6)761.1 634/15.2 634.0 1955)4i 30 63.0'875.681 876.66 6.2)44.1 50.2 12.6;761.1 634 15.2 634.5 1955:4i 31 63.0;875.68 876.66 6.2 44.1 50.3 12.6 761.1 635 15.2 635.0 1955 5 1 49.0:875.54.«876.58 6.2 36.3;42.5;12.6 761.0 631 15.1 631.0 1955.5 2!45.0,875.50.'876.52 6.1 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1955 6 3.20.0!875.25:--876.17:6.1;5.5 11.6 10.4:760.8:524 12.6 §24.1 1955:6:4 19.0 875.22;876.14:6.0:44 10.4 10.4:760.8 §24 12.6)524.1 1955,6!5:20.0 875.25!876.13!6.0!40 10.1 10.4:760.8 524 12.6:§24.2 1955)6 6 25.0 875.30 876.17 6.0!"5.8 11.8 10.4;760.8!§24 12.6)524.2 1955)6 7.54.0 875.59 876.40 6.0;20.5)26.5 10.4:761.0!524 12.6!§24.2 1955 6 8.45.0:875.50 876.45!6.1!24.6)30.7!10.4;761.1!524 12.6!§24.3 1955 6 9 38.0,875.43'876.43.6.1 23.0 29.1 10.4:761.1 524!12.6!524.3 1955:6 10°37.0 875.42 876.41|6.4 21.7 27.8 10.4)761.0 524.12.6!§24.3 1955 6:11 33.0 875.38 876.38)6.1 19.0 25.1 10.4 761.0 524 12.6:524.4 1955!6 12 29.0 875.34 876.33!6.1;158;214.9 10.4 761.0 524 12.6]§24.4 1955"6:13)26.0 875.31 876.29:6.1)12.8 18.9 10.4 760.9 524 12.6:524.4 1955:6:14:25.0 875.30'876.26!6.1:10.8:16.9 10.4!760.9 524}12.6!524.5 1955"6 15 24.0 875.29 876.23:6.11 9.3!15.4 10.4}760.9 524)12.6:524.5 1955 6:16:24.0:875.29 876.22!6.1!8.5!14.6 10.4;760.9 524:12.6:524.5 1955 6 17.27.0'875.32 876.241 6.1!9.4!15.5 10.4 760.9 §24 12.6;§24.5 1955:8.18°26.0:875.31 876.24:6.1 9.4!18.5 10.4 760.9 §25 12.6}524.6 1955:6 19 23.0|875.28 876.21 6.11 8.2!14.2 10.4 760.8 §25 12.6:524.6 1955.6 20 23.0 875.28 876.20 6.1!7A:13.5 10.4 760.8 525 12.6:§24.6 1955:6]21 26.0 875.31 876.22 6.1!8.3 144 10.4 760.9 525 12.6)524.7 1955:6:22!22.0 875.27 876.20 6.1)7.1 13.2 10.4 760.8 §25 12.6 524.7 1955!6:23)20.0!875.25 876.17)6.1 5.6 11.7 10.4 760.8 §25 12.6 524.7 1955:6 24 18.0!875.18 876.13 6.0 4.0 10.1 10.5 760.8 525 12.6 524.8 1955:6 25 17.0 875.15 876.10 6.0 2.8 8.8 10.5 760.7 §25 12.6 524.8 1955:6 26:38.0 875.43!876.25 6.0 10.4 16.4 10.4 760.9 §25;12.6 §24.8 1955 6:27:43.0:875.48!876.36:6.1:18.0!24.1 10.4 761.0 §25,12.6 524.9 1955 6:28:31.0 875.36!876.34!6.1 16.3!22.4 10.4 761.0 §25|12.6:524.9 1955 6 29°29.0 875.34;876.31!6.1 14.4 20.5 10.5 760.9 525!12.6)524.9 1955 6'30:34.0 875.39!876.33:6.1:15.9:22.0 10.5;761.0 §25)12.6!§25.0 1955 6:31)41.0 875.46,876.39:6.1 20.1 26.2 10.5!761.0 525]12.6)§25.0 1955)7;1 36.0 875.41 876.39:6.1!19.8 25.9 10.4 761.0 §23 12.6 523.2 1955:7!2)31.0 875.36 876.35:6.11 17.2 23.3 10.4 761.0 521 12.5:§21.3 1955;7|3]27.0 875.32 876.311 6.11 14.0 20.1 10.3 760.9 519 12.5)519.5 1955:7i 4 33.0 875.38 876.32!6.1|15.2 21.3 10.3 761.0 518 12.4)517.7 1955 7 5!99.0 876.04 876.73)61,517 57.8 10.3 761.4 516 12.4 515.8 1955:7:6:411.0 876.16 876.96!6.2!77.5 83.6 10.2 761.6 513 12.3 514.0 1955,7 7!80.0 875.85 876.69:6.2)69.0 75.2 10.2 761.5 §12 12.3 512.2 1955:7!8 62.0 875.67 876.76 6.2!55.0 61.3 10.1 761.4 510 12.2 §10.3 1955 7 9!620:875.67!876.71 6.2 49.6 55.8 10.1 761.4 508 12.2 508.5 1955 7 10 51.0,875.56:876.63:6.2 414 47.3,10.1 761.3 1 12.2:506.7 1955 7 1 42.0!875.47!876.54.6.2 32.6 38.8)10.0 761.2 505!12.1:504.8 1955 7.12:36.0!-875.41'«876.46!6.1 25.8 31.9!10.0}761.1 503}12.1!503.0 1955 7 13.31.0!875.36 876.39:6.11 20.2'26.3 10.0!761.1 501)12.0!501.2 1955 7 14)27.0;875.32 876.33!6.1 15.6;21.7 9.9,761.0 499!12.0;499.3 1955 7 15!29.0!875.34 876.31)6.1)14.4 20.5 9.9!761.0!497;11.9:497.5 1955 7 16°27.0:875.32;876.29 6.1)12.81 18.9;9.9!761.0;496!11.9 495.7 1955:7!17!26.0 875.31 876.27;6.1!11.5 17.6)9.8]760.9)494 11.8 493.8 1955.7 18]26.0 875.31 876.26 6.1 10.9 17.0 9.8 760.9 492 11.8 492.0 1955.7:19!25.0 875.30 876.25 6.1 10.1 16.2 9.8 760.9 490 11.8 490.2 1955.7;20:24.0 875.29 876.23 64 9.3 15.3!9.7 760.9 488 11.7 488.3 1955"7!21|26.0 875.31 876.24 61 9.7)15.8!97 760.9 486 117 486.5 1955 7 22:26.0;875.31!876.24:6.1 10.0!16.0]9.6 760.9 485.11.6:484.7 1955 7 23:240°875.29 876.23 6.41 9.2.15.3:9.6:760.9)483!11.6;482.8 1955 7 24 23.0:875.28.876.22:641 8.4,14.5]96 760.9]481 11.5;481.0 1955 7:25)21.0 875.26:876.20:6.1 7.1!13.2 9.5!760.9:479 11.5 479.2 1955 7 26:20.0'875.25:876.18,6.1)60 «12.4 9.5!760.9!477 11.5 477.3 1955 7 271 19.0:875.22!876.16;6.0:5.0 11.4 9.5;760.9!475 11.4 475.5 1955 7.28°18.0:875.18;876.13;6.0!41 10.1 9.4)760.8:474 41.4 473.7 1955 7 29:18.0 875.18 876.12.6.0)3.5 9.6 9.4:760.8)472 11.3 471.8 1955 7 30 19.0 875.22!876.12!6.0,3.5!96 9.4 760.8:470 11.3 470.0 1955 8 1 20.0:875.25'-876.13,6.0 3.9!10.0 94 760.8 472 11.3,472.2 1955 8 2 25.0'875.30:876.18:6.0 611 12.2 94 760.9 474 11.4;474.5 1955 8,3 25.0,875.30;876.20 6.0,7.5 13.8 9.5!760.9 477 11.4;476.7 1955 8 4 24.01 875.29!876.21 6.1 7.9 14.0 9.5;760.9 479 11.5,478.9 1955 8 5 26.0!875.31:876.23 6.1 9.0 15.0 9.6:760.9 481 11.5,481.1 1955 8 6!29.0'«875.34 --876.26:6.1:10.9 17.0 96;760.9 483 11.6:483.4 1955:8.7 38.0:875.43,876.34!6.11 16.3 22.3 9.7!761.0 485 11,7)485.6 1955;8 8:31.0:875.36,«876.33:64 15.8 21.8 9.7!761.0 488 W7)487.8 1955 8 9'40.0'875.45.876.39 6.1!19.9 26.0 9.8)761.1 490 11.8!490.0 1955 8 10:§3.0. 875.58°876.50.6.1 28.9!35.0 9.8!761.2 492 11.8;492.3 1955 8 11,48.0 875.53 876.52:61 30.6:36.7 9.8 761.2 494 11.9;494.5 1955 8:12!40.0:875.45|876.48 64 27.11 33.2 9.9!761.1|497 11.9!496.7 Raynolds Creak Hydro Project THIS 7B 1955"8 13 37.0.875.42 876.44 6.1:23.9:30.0 9.91 761.1 499 12.0 498.9 1055.8.14)38.0 875.43:876.43:6.1;22.9!29.0 10.0 761.4 501 12.0 §01.2 1955,8 15:41.0:875.46;«876.44 6.1:23.9 30.0 10.0!761.1)503:12.1:503.4 1955)a:16 133.0;876.38:-«876.96 6.11 77.4\83.5 10.0 761.6;§05'12.1 §05.6 1955'8:17 156.0!876.611 -*877.26 6.2!116.8!123.0 10.1 761.9 $07.12.2 507.8 1955 8 18 130.0:876.35:877.251 6.3:114.7 121.0,10.1 761.9 509:12.2 §10.1 1955.8 19 140°876.19 «877.16 6.3)103.7!110.0:10.2 761.8:§12.12.3 §12.3 1955 Ey 20 96.0:876.01 '877.05 6.3!88.4;94.7!10.2 761.7,514 12.3!514.5 1955:8 21 70.0:875.75;876.87 6.2!68.9:73.2!10.3 761.5:516:12.4)§16.7 1955!8°22!59.0!875.64:876.74 6.2:§2.4 58.6!10.3 761.4)519 12.4 519.0 1955.8!23!56.0:875.61:876.67 6.2]44.9 51.1 10.4 761.3!521 12.5 §21.2 1955.8 24!60.0;875.65,876.66 6.2!444 50.2!10.4)761.3:523 12.6 523.4 1955 8 25 67.0:875.72:876.69:6.2,47.7;5§3.9'10.5:761.3:525:12.6!525.6 1955 8:26 62.0:875.67:876.68.6.2:46.3.§2.5 10.5 761.3)528:127 §27.9 1955 cy 27|62.0;875.67!-_-876.671 6.2!457 51.9 10.5 761.3 530)12.7 §30.1 1955 8 28:61.0;875.66;_876.67)6.2)44.9 §1.1 10.6 761.3 532!12.8 532.3 1955:8:29i 58.0!875.63!876.65!6.2!42.8 49.0 10.6 761.3 534)12.8 §34.5 1955:8:30 54.0,_875.59'876.61:6.2!39.6 45.8 10.7 761.2:537|12.9 536.8 1955 8:31;50.0,875.55;876.58!6.1)36.0 42.2 10.7 761.2;539;12.9 539.0 1955 9 1 75.0.875.80'-_-876.70'6.1 48.5 54.7 10.7 761.3.540!12.9 §39.8 1955 9:2:96.0;876.01 876.87)6.2,66.6 72.8 10.7 761.5 540!13.0 540.6 1955 9:3:89.0 875.94!876.90!6.2 69.9,76.1 10.8 761.5 541 13.0 541.4 1955 9 4 100.0 876.05!876.96:6.2:77.9)84.1 10.8 761.6 §42 13.0 $42.2 1955 9 5'88.0'875.93!876.93 6.2:73.71 79.9 10.8 761.5 542 13.0 $43.0 1955:9:6 68.0;875.73''876.81,6.2:60.0!66.2 10.8 761.4 543;13.0 543.8 1955 9i 7 57.0}875.62;_876.70!6.2;48.2!54.4 10.8 761.3 544!13.1;544.6 1955 9:Bi 56.0:875.61 876.65!6.2 42.9 49.1 10.9 761.3 545)13.1 545.4 1955:9!9;65.0!875.70]'876.68:6.2!45.8 52.0 10.9 761.3.546!13.1 §46.2 1955,9 10:95.0'876.00]_876.85!6.2 64,7 70.9 10.9 761.5 547 13.1 547.0 1955)9 11)88.0;875.93)876.88 6.2 68.5 74.7 10.9 761.5 547 13.1 547.8 1955 9!12 71.0!875.76]_-*876.81 6.2 59.7 65.9 10.91 761.4!548 13.2 548.6 1955 9 13 64.0:875.69!«876.74 6.2.52.2!58.3 10.9]761.3]549)13.2 549.4 1955 9 14 58.0;875.63!_-876.67!6.2;45.6:51.8 10.9 761.3:550}13.2:550.2 1955 9 15 74.0!875.79;'876.74!6.2:52.1;58.3 11.0 761.3)551;13.2!§51.0 1955 9 16 124.0:876.29}«877.02,6.2:85.2 91.4 11.0 761.6]551|13.2 551.8 1955 9 17 122.0;876.27;877.12!6.2)97.5!103.8 11.0]761.7 552:13.2 552.6 1955:91 18;104.0;876.09;877.07 6.3:90.7 97.0 11.0]761.7 553)13.3 553.4 1955:9 19;88.0!875.93,876.97 6.3 78.3 84.5 11.01 761.6 554 13.3 554.2 1955.9°20;82.0!875.87;876.90 6.2 70.0 76.2 11.0 761.5 555 13.3 555.0 1955 9!21;83.0\875.88 876.87 6.2 67.4 73.6 11.1 761.5 555 13.3 §55.8 1955 9 22!89.0,875.94;876.90 6.2 70.0 76.2 11.1 761.5 556 13.3 556.6 1955 9 23:96.0;876.01 876.94 6.2 75.3 81.5 11.4 761.5 557 13.4 557.4 1955.9:24:101.0;876.06!«876.98 6.2 80.5 86.7 11.1]761.6 558 13.4 $58.2 1955 9 25:92.0!875.97/876.95 6.2 76.9 83.1 11.1;761.5 558 13.4 §59.0 1955 9 26 81.0:875.86!-876.89 6.2 68.8 75.0 11.1 761.5 559 13.4 559.8 1955 9 27 74.0'875.79'876.82)6.2:61.5 67.7 11.1 761.4:560!13.4)560.6 1955 9 28 72.0:875.77:876.79;6.2 57.4!63.6 11.2!761.4"561.13.5:561.4 1955 9°29 100.0!876.05 «876.92!6.2:72.6;78.8 11.2!761.5)562:13.5:562.2 1955 9,30:96.0!876.01:876.95;6.2:76.3 82.5 11.2)761.5)562:13.5;563.0 1955 10 11 76.0!875.81;876.86!6.2!65.5 71,7 11.2:761.4 564,13.5 564.3 1955:10:2 63.0.875.68)876.75 6.2:53.6,59.9 11.2 761.3 565:13.6 565.5 1955:10 3 56.0.875.61 876.67 6.2/44.9!51.1 11.3;761.2 567 |13.6 566.8 1955 10 4)56.0;875.61!876.63!6.2!413 47.5 11.3:761.2 568 13.6 568.0 1955 10 5 §7.0|875.62]876.62 6.2 40.3 46.4 11.3 761.2 569 13.7 569.3 1955 10:6 56.0/875.61;876.61 6.2!39.3 45.4 11.4 761.2 570 13.7 570.5 1955 10 7:54.0}875.59;_876.59!6.11 37.7 43.9!11.4 761.2 572 13.7 §71.8 1955 10 8 $1.0!875.56;_-_876.57|6.1!35.4.41.5)11.4 761.41 573:13.7 573.1 1955 10 9.49.0!875.54 _-876.55 6.1.33.2 39.3:11.4 761.1!574:13.8;574.3 1955 10 10:47.0:875.52:876.52:6.1 31.1 37.3)11.5 761.1!575!13.8!575.6 1955 10 11:47.0,875.52!876.51"6.1 30.2 36.3:11.5°761.11 577)13.8 576.8 1955 10,12!49.0:875.541 876.52:6.1 30.8 37.0:11.5:761.1;578!13.9 578.1 1955 10 13:47.0|875.52)876.51 6.1 30.0 36.2 11.5!761.1:579 13.9 579.4 1955 10 14)43.0 875.48 «876.48 6.1 27.5 33.6 11.6 761.0 580 13.9 §80.6 1955 10 15:39.0 875.44]876.44 6.1 24.2 30.4 11.6 761.0 582 14.0 §81.9 1955 10:16]36.0;875.41!«876.40 6.1 21.2 27.3 11.6 761.0 583 14.0 583.1 1955 10 17 36.0!875.41:876.39 6.1!19.7;25.8 11.6)760.9 584/14.0 584.4 1955 10 18 34.0)875.39,876.36:6.1:18.0!24.1 11.7)760.9 586:14.1 585.6 1955 10 19 33.0,875.38:876.34!6.1:16.6:22.7 11.7;760.9 587|14.1 586.9 1955 10 20!33.0:875.38:876.33:6.1!15.9!22.0 11.7|760.9 588)14.1 588.2 1955 10 21 31.0'875.36 «876.32!6.1 14.6;20.7 11.71 760.9:589)14.1 580.4 1955 10 22 30.0.875.35.-_--876.30 6.1 13.4)19.5 11.8:760.8/591!14.2 590.7 1955 10 23,28.0!(875.33.876.28!6.1)11.9!18.0 11.8!760.8,592 14.2 §91.9 1955 10 24;27.0!875.32:'876.26!6.1 10.6)16.7 11.8:760.8)593 14.2 593.2 1955 10 25°26.0:875.31:'876.24!6.1 9.5 15.6 11.8 760.8,594 14.3 594.5 1955 10 26.26.0°875.31:'876.23:6.1 8.9 14.9)11.9 760.8:596 14.3 595.7 1955 10 27:25.0.875.30 --876.211 6.1.8.1:14.4;11.9 760.7;597 14.3 597.0 1955 10 28,26.0;875.31 876.21;6.1)8.1;14.1,11.9 760.7 |598 14.4 598.2 1955 10:29!27.0'875.32!876.22!6.1:8.5!14.5]11.9 760.7!599:14.4 599.5 Reynolds Creek Hydro Project Worse TRISS 1955,10:30.27.0.875.32'876.22:6.1 87 14.8:12.0:760.7!601 14.4 600.7 1955 10:31!26.0.875.31:876.22,6.11 64 14.4 12.0:760.7 602:14.4,602.0 1955,11:1!26.0:875.31 876.21:6.1 8.2 14.2 12.0:760.7 603:14.5)603.2 1955'11 2)26.0 875.31 876.21 6.1!8.1 14.1 12.0 760.7 604 145,604.4 1955)1:3:25.0 875.30 876.20 6.11 78 13.6 12.1 760.7 606 14.5)605.6 1955!Ww 4 26.0 875.31 876.21!6.1:77 13.7 12.1 760.7 607:14.6:606.8 1955 11 5.33.0 875.38 876.26:6.1 10.8 16.9 12.1:760.8 608:146i 608.0 1955 1 6:129.0 876.34 876.86:6.1 65.5 715,12.1:761.4)609:14.6!609.2 1955 1 7:136.0:876.41;877.12;6.2;97.8 104.0:12.1:761.6 610,14.6:610.4 1955:11:8 126.0;876.31 877.17 6.3,104.0 110.3!12.1;761.7 611 14.7 611.5 1955:11 9:101.0!876.06!--877.06 6.3 90.4 96.7 12.2 761.6 612 14.7 612.7 1955 111 10:96.0; 876.01'877.00 6.3 82.4 88.7 12.2 761.5 613 14.7 613.9 1955 11:1.102.0:876.07'877.00:6.2:83.1:89.31 12.2 761.5 614!14.7:615.1 1955:11 12:70.0,875.75 876.84;6.2 63.8 70.0 12.3 761.3'616:14.8 616.3 1955!11:13:71.0|875.76:876.78"6.2:57.1 63.3 12.3 761.3 6171,14.8)617.5 1955:11)141 114.0|876.19;876.98!6.2]80.3 86.5 12.3 761.5 618:148 618.7 1955)WW 15°116.0!876.21!877.07!6.2 91.0 97.2 12.3 761.6 619)14.9 619.9 1955!1)16 126.0;876.31!877.15!6.3 101.4 107.6;12.3 761.6 620!14.91 621.1 1955"14 17:126.0 876.31,877.18!6.3 105.2 111.51 12.4)761.7 621 14.9)622.3 1955 11 18 106.0:876.11:877.09:6.3!93.9!100.1;12.4!761.6 623 14.9;623.5 1955 11 19,76.0;875.81;876.91!6.3)71.2)77.5:12.4!761.4 624 15.0|624.7 1955:1 20 56.0 875.61,876.73:6.2}51.0;57.2 12.5 761.2 626 15.0)625.9 1955:11 21:48.0 875.511 876.59!6.2!37.5 43.7 12.5 761.1 627 15.0:627.1 1955.11,22:37.0 875.42:876.48!6.1!27.1 33.2 12.5 761.0 628 15.7 628.3 1955:We 23.32.0,875.37|876.39:6.1 20.0 26.1 12.5 760.9 629 15.1 629.5 1955 WwW 24:27.0 875.32'876.31;6.1 14.3 20.4 12.6 760.8 631 15.1 630.6 1955!11]25!27.0!875.32 876.27 6.1 11.5 17.6 12.6 760.7 632 15.2 631.8 1955)11!26!43.0!875.48 876.36 6.1 17.6 23.7 12.6 760.8 633 15.2 633.0 1955!11)27!36.0 875.41 876.36 6.1 17.5 23.5 12.6 760.8 634 15.2 634.2 1955!111 28!29.0!875.34 876.31 6.1 14.0 20.1 12.7 760.8 635 15.2 635.4 1955!11 29'26.0;875.31 876.26 6.1 10.8 16.9 12.7 760.7 637 15.3 636.6 1955:11 30:25.0'875.30 876.23!6.1 8.8 14.9!12.7 760.7 638 15.3 637.8 1955 1 31 26.0'875.31.876.21!6.1.8.1 14.2 12.7)760.7 639:15.3 639.0 1955 12 1 62.0 875.67:876.45 6.1)25.11 31.1 12.8:760.9 641)15.4 640.8 1955 12 2 64.0 875.69 876.57 6.1;35.9)42.0)12.81 761.0 642:15.4 642.6 1955 12 3:72.0;875.77 876.67:6.1:45.5 §1,7!12.8)761.1 644 18.5 644.4 1955.12:4 120.0 876.25 876.97!6.2 78.6 84.8)12.8]761.4 646 15.5 646.2 1955 12!5:80.0 875.85:876.88:6.2 67.8 74.0;12.9)761.3 647 15.5 648.0 1955 12 6 56.0;875.61 876.71!6.2 49.5 55.7|12.9!761.1 649 15.6 649.8 1955:12 7 46.0 875.51 876.58:6.2 36.6 42.8!13.0 761.0 651 15.6 651.6 1955)12)8}37.0,875.42 876.47 6.4 26.5 32.6 13.0 760.9 653 15.7 653.4 1955.12:9.31.0 875.36 876.38 6.1 18.9 25.1 13.0 760.8 655 15.7 655.2 1955,12.10:27.0 875.32 876.30 6.1 13.5 19.6 13.1 760.7 657 15.8 657.0 1955 12:WwW 26.0:875.31 876.25 6.1 10.4 16.5 13.4 760.7 659 15.8 658.8 1955 12 12,27.0'875.32 876.23 6.1!9.2 15.3 13.2!760.7 661 15.9 660.6 1955 12 13:47.0:875.52;'876.36.6.1:18.0 24.0:13.2!760.8!662:15.9 662.4 1955 12 14 45.0:875.50!876.413 6.1;21.9 27.9 13.2:760.8!664:15.9;664.2 1955 12 15;39.0.875.44;876.40:6.1 20.7 26.8 13.3;760.8!666.16.0]666.0 1955 12 16 41.0:875.46;876.40!6.1 21.2 27.3 13.3 760.8 668 |16.0 667.8 1955 12.17:40.0'875.45;876.40 6.1:20.9 27.0 13.3 760.8 669i 16.1 669.6 1955 12 18 100.0:876.05:876.75 6.1:53.9 60.0 13.4;761.2 6711 16.1 671.4 1955 12:19 78.0:875.831 876.78 6.2 56.5 62.7 13.4)761.2 673)16.1 673.2 1955:12 20:56.0:875.61 876.67 6.2 44.8 51.0 13.4)761.1 675,16.2 675.0 1955!12,21,45.0:875.50 876.55 6.2 33.9 40.1 13.5)760.9 677 16.2 676.8 1955:12 221 36.0;875.41 876.45 6.1)24.5 30.6 13.5!760.8 678 16.3 678.6 1955"12 23:31.0:875.36'876.36 6.1)17.8 23.9 13.51 760.7 680 16.3 680.4 1955:12 24:43.0'875.48;876.40!6.11 20.6 26.7!13.6;760.8 682!16.4)682.2 1955 12 25 58.0:875.63! 876.51'6.1 29.8 35.9:13.6!760.9;684:16.4 684.0 1955 12 26 49.0 675.54:876.50)6.1:29.5 35.6:13.7 760.9 686,16.5 685.8 1955:12 27,43.0:875.48;'876.46,6.1:26.1 32.3]13.7 760.8 687;16.5 687.6 1955 12 28 38.0 875.43,876.41!6.1!22.0 28.1;13.7 760.8 689!16.5 689.4 1955 12 29 53.0:875.58:876.48!6.1.27.8 33.9:13.8:760.8:691|18.6 691.2 1955!12 30 §3.0:875.58!876.52,6.1 30.6 36.8 13.8 760.9 693 16.6 693.0 1956.1:1,45.0'875.50]876.48)6.1 27.7 33.8 13.8 760.8 694 16.6 693.8 1956:1 2.48.0'875.531 876.49}6.4 27.9 34.0 13.8 760.8 694 16.7 694.5 1956 1 3 55.0:875.60!876.53!6.4 31.7 37.8 13.8 760.9 695 16.7 695.3 1956 1 4 65.0: 875.70i 876.61 6.1 39.1 45.2 13.9)761.0 696 16.7 696.1 1956 1 5.86.0,875.91 876.76.6.1 §4.5 60.7 13.9;761.4 696 16.7 696.9 1956:1 6 158.0:876.63 877.18:6.2 105.9 112.1 13.9 761.5 697 16.7 697.6 1956:1 7 136.0:876.41 877.231 6.3!112.3 118.6 13.9 761.6 697 16.7 698.4 1956.1 8 141.0,876.46!'877.27:6.3:117.8 124.1 13.9!761.6 698:16.8 699.2 1956:i 9 143.0.876.48 «877.29:6.3:121.1 127.4 13.9]761.6 699 16.8 700.0 1956 1 10 133.0!876.38)877.25:6.3!115.7 122.0 13.9 761.6 700 16.8 700.7] 1956 1 4 158.0:876.63!877.35:6.3!130.1 136.4 13.9!761.7 700 16.8 701.5 1956 1 12 151.0 876.56,877.36:6.3:130.5 136.8 13.9)761.7:701;16.8 702.3 1956 1 13.131.0'876.36 877.27!6.3!117.6 123.9 14.0:761.6 702}16.8 703.1 1956.1 14:100.0,876.05 877.09,6.3:93.4 99.7 14.0 761.4 703!16.9 703.8 1956:1 15°116.0!876.21 877.10)6.3:04.9 101.4 44.01 761.4 704}16.9]704.6 Reynolds Creek Aydro Project Tose TERS 1956 1 16 101.0 876.06 877.03 6.3 86.0!92.3:14.0 761.4 705 16.9 705.4 1956 1:17,90.0°875.95 876.95:6.2:75.9!82.2 14.0 761.3:705,16.9 706.2 1956,41 18,68.0 875.73'876.80)6.2:58.9 65.1 144 761.1 706 17.0:706.9 1956!1 19.61.0;875.66;876.70)6.2 48.3 54.4 14.1 761.0 707:17.0 707.7 1956:1 20:140.0/876.45 877.07 6.2]91.5 97.7 14.1 761.4 708!17.0 708.5 1956 1 21°130.0 876.35!877.16 6.3 103.0:109.3:14.1 761.5 708 17.0 709.3 1956 1 22 96.0 876.01:877.03 6.3 85.7:92.0:14.1 761.4,709°17.0 710.0 1956 1 23)143.0 876.48:877.20 6.2 109.1 115.3;14.1:761.5:710:17.0:710.8 1956 1 24:120.0 876.25 877.16 6.3 103.0 409.3:14.1 761.5 711)17.1)711.6 1956,1 25!84.0'875.89:876.97 6.3 78.3)84.5;14.2 761.3)712 17.1 712.4 1956:1 26:68.0:875.73)876.81 6.2 '59.7!65.9]14.2 761.1:713 17.1 713.1 1956"1 27:57.0°87562:876.68 6.2:46.2!52.4|14.2 761.01 714 17.1 713.9 1956 1 28 49.0 875.54.876.58 6.2.36.3:42.4:14.2 760.9 714 17.1.714.7 1956 1 29 47.0.875.52 876.52:6.1,31.0 37.1 14.2!760.8.715 17.2.715.5 1956!1 30 42.0:875.47 876.46 6.1 26.0 32.1 14.3 760.8;716:17.21 716.2 1956 |1 31 36.0 875.44 876.40 6.1)20.6 26.7 14.3 760.7 717;17.2!717.0 1956.2 1!33.0 875.38!876.34 6.1 16.7 22.8:14.2 760.7 715 17.2!715.5 1956:2 2:29.0 875.34:876.29:6.1:12.8 18.9)14.2 760.6,714 17.1;714.0 1956 2!3 26.0 875.31.876.24)6.1;9.6 15.7)14.2 760.6;712 17.11 712.5 1956"2:4 24.0 (875.29 876.19)6.4:74 13.1]14.2:760.5!714:17.1!711.0 1956 2 5 22.0 875.27:«876.15.6.1:49:11.0 14.1!760.5 709)17.0!709.5 1956.2:6 109.0'876.14 876.70!6.0:47.8:53.9:14.1 761.0 708:17.0:708.0 1956 2:7 109.0 876.14,876.91)6.2 72.2 78.31 14.0 761.3 706 |16.9:706.5 1956:2)8:109.0,876.14:877.00:6.2 82.4 88.6 14.0 761.3 704;16.9)705.0 1956:2!9°109.0:876.14!877.03!6.2,86.4 92.6 14.0 761.4 703!16.9 703.5 1956:2)10!109.0 876.14,877.041 6.2)87.9 94.1 14.0 761.4 701)16.8 702.0 1956,2!11 71.0 875.76:876.85;6.2:65.1 714 13.9 761.2 700:16.8 700.5 1956:2!12:56.0 875.61 876.70 6.2!47.9 54.1 13.9 761.0!699,16.8 699.0 1956,2)13 44.0:875.49 876.56 6.2 34.4:40.6 13.9!760.9!697 16.7 697.5 1956!2)14)36.0°875.41 876.45 6.1 24.51 30.7 13.9 760.8 698 16.7 696.0 1956]2)15!32.0\875.37 876.37 6.1 18.2)24.31 13.8 760.7 694 16.7 694.5 1956 2:16 28.0!«875.33:«876.30!6.1 13.3!19.4:13.8 760.7 693 16.6 693.0 1956:2 17 26.0'875.31:«876.25;6.1 10.0:16.1,13.8!760.6;691)16.6 691.5 1956 2,18 26.0 875.31 876.22:6.1,8.3 14.4.13.7)760.6:690,16.6 690.0 1956 2)19 24.0.875.29.876.19"6.1!6.6:12.7)13.7!760.6 688:16.5 688.5 1956:2:20 22.0 875.27|876.15!6.1.4.9)10.9:13.7.760.5 687 16.5 687.0 1956;2!21 20.0!875.25,'876.11!6.0!3.2 9.2!13.7|760.5 685 16.5 685.5 1956:2:22'19.0:875.22,876.08 6.0!1.9 7.9)13.6!760.5 684 16.4 684.0 1956;2!23:19.0 875.22:876.06 6.0)1.41 7.2 13.6!760.4!682 16.4 682.5 1956 2!24 17.0 875.15;876.02 6.0:0.2 6.3 13.6 760.4|681 16.3 681.0 1956!2:25 16.0:875.11:875.97 6.0)0.0 6.0 13.5:760.4 680 16.3 679.5 1956 2:26 16.0°875.11 875.93 6.0°0.0 6.0 13.5 760.3 678 16.3 678.0 1956:2!27.16.0'875.11 875.88 6.0]0.0 6.0 13.5 760.3 677 16.2 676.5 1956.2)28:17.0'875.15 875.85)6.0!0.0 6.0 13.5 760.2;675)16.2 675.0 1956 21 29 24.0:875.29.875.911 6.0:0.0)6.0 13.4 760.3:674)16.2 673.5 1956 2)30 29.0.875.34"876.03:6.0:0.4/6.4 13.4 760.4:672:16.1:672.0 1956 3;1 33.0 875.38:876.15:6.0,47!10.7|13.4;760.5 670:16.1|670.3 1956 3 2 27.0 875.32;876.17:6.0!5.9:11.9:13.3!760.6:669,16.0;668.6 1956 3:3 26.0.875.31._-«876.18'6.0!6.2!12.2)13.3!760.6;667 16.0 667.0 1956:3.4 24.0 875.29|876.17:6.1!5.6!11.6:13.3]760.6!665 16.0 665.3 1956 3.5 24.0'875.29 876.16.6.0 §.3)11.3 13.2!760.6:664 15.9 663.6 1956 3:6 24.0 875.29|876.16:6.0)5.1)11.1!13.2:760.6:662 15.9 661.9 1956 3 7 33.0 875.38 876.22:6.0:87,14,7!13.2:760.6!660 15.8 660.3 1956:31 8.46.0 875.51]«876.35,6.1|17.2!23.2;13.1 760.8 658:15.8 658.6 1956"3i 9!40.0|875.45:«876.38!6.1|19.0;25.1 13.1 760.8)657/15.8 656.9 1956°3:10.34.0;875.39,876.35!6.1!16.9;23.0 13.0 760.8!655!15.7 655.2 1956 3 11 29.0°875.34 876.30:6.1!13.5 19.6,13.0)760.7!653!15.7,653.5 1956 3:12 26.0 875.31 876.25:6.1;10.5:16.6 13.0:760.7:652!15.6!651.9 1956:3 13,24.0 875.29 876.211 6.1 8.1:14.1:13.0:760.6:650 15.6 650.2 1956:3:14 22.0 875.27.876.17)6.1,6.0:12.0 12.9;760.6.648:15.6 648.5 1956,3:15 21.0 875.26 876.14:6.0:44:10.5;12.9;760.6:647)15.5 646.8 1956 3:16 20.0 875.25.876.12!6.0 3.2:9.2;12.9!760.6:645:15.5 645.2 1956,3 17 18.0:875.18 «876.08:6.0 1.8,7.9)12.8 760.5;643 15.4 643.5 1956.3.18 17.0 '875.151 876.05:6.0 0.8!6.8!12.8 760.5 642 15.4 641.8 1956:3 19 16.0 875.11 876.01:6.0;0.0,6.1 12.8 760.5:640 15.4 640.1 1956 3 20 16.0 875.11:875.97:6.0:0.0!6.0 12.7 760.4:639!15.3!638.5 1956 3:21 15.0:875.08 875.92:6.0 0.0:6.0:12.7 760.4 637:15.3 636.8 1956 3:22 15.0 875.08 875.88 6.0:0.0!6.0 12.7:760.3 635:15.2 635.1 1956 3;23,14.0:875.04"875.81.6.0,0.0:6.0 12.6 760.3 634)15.2 633.4 1956.3:24 13.0:875.01.875.74!6.0:0.0;6.0 12.6 760.2!632!15.2 631.7 1956 3 25 13.0 875.01 875.67 5.9:0.0'5.9:12.6 760.1)630.15.1 630.1 1956 3:26 12.0 874.97 875.58:5.9 0.0!5.9 12.5:760.1:629 15.1 628.4 1956 3:27 12.0 874.97 875.50"§.9'0.0:5.9 12.5:760.0.627;15.0 626.7 1956 3;28 12.0 874.97,875.41)5.9:0.0:5.9 12.5:759.9:625:15.0 625.0 1956"3:29 13.0 875.01'875.34!5.9:0.0,5.9 12.4:759.8:624.15.0 623.4 1956'3}30 13.0,875.01;875.28,5.9:0.0:5.9 12.4)759.8!6221 14.9 621.7 1956.3:31 14.0.875.04 875.22!5.8!0.0;5.8 12.4 759.7,620:14.9 620.0 1956 4 1 15.0°875.08:875.18)5.8 0.03 5.8 12.4}759.7)6211 14.9 620.5 Reynolds Creek Hydro Project ZOO SS TER 1956:4 2 15.0;875.08 -875.13:5.8)0.0 5.8 12.4:759.6:621.14.9 621.0 1956 ry 3:15.0:875.08.875.09:5.8!0.0 5.8:12.4:759.6 622)14.9)621.5 1956,+ry 15.0;875.08.875.05"5.8 0.0 5.8,12.41 759.5 622 14.9 621.9 1956)4 5.14.0)875.04;874.99 58 0.0;5.8!12.4 759.5 623 14.9)622.4 1956"4 6!14.0|875.04)874.94 5.8 0.0!5.8 12.4 759.4 623!15.0]622.9 1956:4 7 13.0:875.01.874.87 5.8 0.0)5.8:12.4:759.3!624:15.0!623.4 1956:ry 8:13.0/875.01 874.80 57,0.0:$71 12.5:759.3)624'15.0!623.9 1956 4 9 13.0]875.01:874.73 5.7)0.0:57!12.5 759.2!625.15.0 624.4 1956 4.10 13.0;875.01;874.66:§.7)0.0:§.7)12.5 759.1,625;15.0 624.8 1956'4 11:13.0]875.01;874.60 5.71 0.0,5.7)12.5;759.1 626;15.0 625.3 1958 4;12.15.0;875.08;874.55 5.71 0.0!§.7!12.5}759.0 626!15.0 625.8 1956 4 13 16.0:875.11:874.53:5.7)0.0!57.12.5;759.0 626!15.0 626.3 1956 4 14:15.0,875.08 874.48:5.7;0.0:5.7:12.5:759.0)627:15.0:626.8 1956"4 15;14.0;875.04,874.43,5.6 0.0 5.6)12.5 758.9.627;15.1 627.3 1956:4 16;14.0 875.04:874.37)5.6 0.0 5.8;12.5]758.8,628!15.1 627.7 1956:4]17;18.0;875.18;874.371__5.6 0.0 5.6]12.5 758.8:628 15.1 628.2 1956'4 18)40.0|875.45!874.66:5.6 0.0!5.6:12.6 759.1}629 15.1 628.7 1956 4 19)34.0:875.39!874.87:5.7 0.0!§.7/12.6;759.3)629 15.1;629.2 1956 4,20:29.0;875.34:875.01 5.7;0.0!5.7;12.6:759.5)630;18.1]629.7 1956 4 21,27.0'875.32)875.12)5.8;0.0;5.8:12.6:759.6 630'15.1)630.2 1956 4 22 29.0]875.34 -«875.26:5.8 0.0)5.8 12.61 759.7 631]15.1)630.6 1956 4;23:31.0]875.36 875.43 5.8:0.0 5.8:12.61 759.9 631:18.2,631.1 1956,4 24:28.0 875.33 875.55.5.9)0.0!5.9)12.6]760.0 632)45.2!631.6 1956:4;25:26.0!875.31:'875.65;5.9]0.0 5.9)12.6!760.1 632!15.2]632.1 1956:4i 26)23.0!875.28,875.71!5.9!0.0 5.9 12.6;760.2 633]15.2 632.6 1956:4 27 22.0,875.27,'875.76;5.9 0.0 5.9 12.6:780.2 633 15.2 633.1 1956!4 2820.0] -«875.25:«875.78 6.0 0.0 6.0 12.6 760.2 634 15.2 633.5 1956:4 29:19.0]875.22:875.78 6.0 0.0 6.0 12.6 760.2 634 15.2 634.0 1956:4 30:18.0,875.18 875.77 6.0 0.0 6.0 12.7 760.2 635 18.2 634.5 1956]4 31)17.0|875.15!875.75 6.0 0.0 6.0 12.7 760.2 635 15.2 635.0 1956 5|v 17.01 875.15!875.73 6.0 0.0 6.0 12.6 760.2 631 15.2 631.2 1956:5 2:18.0!875.18 875.73 5.9;0.0;5.91 12.5 760.2;628 15.1 627.3 1956 5 3 24.0'875.29:«875.80:5.9!0.0)5.9!12.4:760.3!624!15.0!623.5 1956 5:4 33.0 875.38,875.99 6.0 0.0:6.0:12.4:760.5:620:14.9:619.7 1956:5 5:29.0!875.34 «876.10;6.0 26 86:12.3)760.6:616)14.8 615.9 1956 5"6 30.0:875.35:876.18 6.0 6.1 12.1 12.2)760.7'612 147 612.0 1956:51 7,29.01 875.34:876.21)6.0 8.1 14.1 12.1]760.7|608 14.6 608.2 1956!5)8 50.0!875.55!876.38;6.1 19.3 25.3 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18.1 12.3 760.8!617 14.8 617.5 1956 1 14 25.0 875.30 -876.24'6.1 9.6 15.6 12.3 760.7:619 14.8 618.7 1956 11 15 24.0 875.29:876.21 6.1!7.8:13.9)12.3:760.7;620 14.9 619.9 1956 1 16 24.0 875.29:--876.19"6.1!6.9:12.9;12.4!760.7:621 14.9 621.1 1956 11 17 23.0 875.28.«876.17,6.1:5.9!12.0,12.4:760.7!622 14.9 622.3 1956 11 18 23.0 875.28 876.16)6.0 54 41.4)12.4;760.6:623 15.0 623.5 1956 1 19 109.0 876.14.876.71:6.0 49.2:55.2!12.4 761.2)624 15.0 624.7 1956 11 20 109.0°876.14:876.93:6.2:73.7:79.9 12.4 761.4)625 15.0:625.9 1956 1 21,109.0 876.14.877.01)6.2!84.0;90.2 12.5 761.5:626 15.0 627.1 1956 1 22:109.0 876.14:877.04:6.2!87.9!94.1 12,5}761.5:627 15.1 628.3 ReynoldsCreekHydro Project VES Ke!:)TEGO 1958:1 23:109.0.876.14 877.05 6.2)89.4)95.6 12.5:761.5 629:15.1:629.5 1956;11:24:109.0.876.14;'877.06 6.2,89.9)96.2]12.5:761.5.630:15.1 630.6 1956:11 25.409.0'876.14!877.06!6.2.90.1!96.3!12.6 761.5:6311 15.1!631.8 1956:11:26:109.0,876.14]-877.06,6.21 90.1 96.4 12.6 761.5|632 15.2!633.0 1956!11!27:73.0'«875.78;876.88!6.2!68.0 74.2 12.6 761.3)634 15.2!634.2 1956:1 28 69.0,875.74:_876.78}6.2)§7.3:63.5!12.6 761.2 635 15.2'635.4 1956°1°29 66.0 875.711 876.73!6.2:51.3)57.5:12.7;761.2 636:15.3!636.6 1956 111 30 99.0 876.04:876.88!6.2:68.5)74.6,12.7:761.3!637 15.3)637.8 1956 11.31 182.0:876.87 877.34:6.2!128.3:134.5 12.7:761.8:638 15.3.639.0 1956.12 1 123.0;876.28 877.23 6.3 112.5!118.8 12.7 761.7;640 15.4 640.8 1956)12 2 81.0 875.86!876.98 6.3 80.5)86.8 12.8 761.4)642 15.4 642.6 1956.12'3.57.0:875.62'876.76 6.2 $4.81 61.1 12.8 761.2!644 18.5 644.4 1956.12 4 45.0 875.50:876.60:6.2 38.31 444 12.9:761.0:646:15.5 646.2 1956)12 5 49.0°875.54:876.55:6.1 33.7 39.8 12.9!761.0 648 15.5 648.0 1956 12.6:47.0'875.52 876.52 6.1 30.5 36.7 12.9:761.0:650 15.6 649.8 1956 12)7)37.0]875.42 876.44 6.1 23.8 30.0 13.0 760.9 651 15.6 651.6 1956:12)8 33.0!875.38 876.37 6.1 18.8 24.9 13.0 760.8 653 15.7 653.4 1956 12:9:31.0:875.36 876.33 6.1 15.4 21.5 13.0 760.8 655 15.7 655.2 1956,42 10 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875.50:876.48 6.1 27.3 33.4 12.7 760.9 640 15.4 640.1 1983 3;20:39.0 875.44 876.43 6.1 23.5 29.7 12.7 760.9 638 15.3 638.5 1983.3i 21!34.0 875.39 876.38 6.1 19.3 25.4 12.7 760.8 637 15.3 636.8 1983 322:32.0'875.37 876.34 6.1 16.3 22.4 12.6 760.8 635 15.2 635.1 1983 3 23 35.0.875.40 876.34 6.1 16.3 22.4]12.6)760.8 633 15.2 633.4 1983 3:24 48.0 875.53 876.43)6.1;22.9 28.9"12.6!760.9 632 15.2 631.7 1983 3 25 42.0 875.47:876.43!6.1)23.1!29.2.12.5:760.9:630 15.4 630.1 1983 3.26 36.0 875.41:876.39!6.1:20.2)26.3.12.5)760.9:628 15.1 628.4 1983 3.27 31.0.875.36!876.34;6.1!16.3'22.4;12.5 760.8:627 15.0 626.7 1983:3:28 31.0!875.36:876.31;6.1)14.5;20.6;12.4 760.8;625 15.0 625.0 1983 3 29 30.0:875.35! --876.29;6.1!13.1!19.1;12.4 760.8'623 15.0 623.4 1983 3 30 28.0:875.33!876.27:6.1 11.4:17.5,12.4 760.8;622)14.9 621.7 1983 3:31:27.0:875.32!876.25)6.1 10.1 16.2:12.3 760.7:620;14.9 620.0 1983,ry 1 30.0,875.35:876.26)6.1 10.8 16.9 12.4 760.7 620 14.9 620.5 1983:4;2)53.0 875.58 -876.42/61 22.4 28.4,12.4 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45.0:875.50;876.52:6.1,30.7:36.9:10.0;761.2!503 12.1 503.0 1983 7:13 48.0 875.53!876.52:6.11 31.4)37.5)10.0)761.2!501 12.0 §01.2 RaynoldsCreekHydroProject TRIS 1983 7 14 46.0 675.51.876.52.6.11 30.6 36.7:9.9)761.2 499 12.0:499.3 1983 7:15)42.0|875.47:876.49)6.1]28.1|34.2)0.9:761.2)497 11.9)497.5 1983 7 16 45.0:875.50;876.49.6.1 28.6 347 9.9 761.2!496.11.9:425.7 1983,7.7 78.0|875.83,876.69 6.1 47.2'53.3 9.8 761.4 494 11.8 493.6 1983.7:18:79.0 875.84 876.78 6.2 56.5!62.6 0.8 761.5 492 1.8 492.0 1983"7:191 63.0!875.68:876.73:6.2!51.0.57.1 9.7 761.4/490:11.8 490.2 1983:7\20:60.0'875.65!876.69!6.2!47.0!53.2 97 761.4)488:11.7;488.3 1983.7 21!64.0 875.69:876.69:6.2 477)53.8:9.7:761.4 486!11.7!486.5 1983.7:22.§6.0 875.61 876.65 6.2 43.4 49.6 9.6:761.3 484!11.6 484.7 1983:7)23;§1.0 875.56 876.60 6.2!38.8 44.9 9.6 761.31 483 11.6 482.8 1983:7)24;§0.0|875.55 876.58 6.1 36.3 424 9.8 761.3!481 11.5 481.0 1983'7!25.50.0;875.55 876.57 6.1 35.2 41.3!9.5)761.3!479 11.5 479.2 1983 7 26 49.0°6875.54 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1983:8!11)51.0|875.56 876.60 6.2 38.7 44.9 9.8 761.3 494 11.9 494.5 1983;8;12'48.0 875.53 876.56 6.1 35.0 414 9.9 761.2 497 11.9 498.7 1983)8!13;45.0 875.50'876.53 6.1 31.7 37.8 9.9 761.2 499 12.0 498.9 1983!8/14!43.0 875.48;876.50 6.1 29.1 35.2 10.0 761.2 501 12.0 501.2 1983:8:15.40.0 875.45:876.47 6.1 26.3 32.41 10.0 761.1 503 12.1 503.4 1983 8 16°38.0 875.43,876.44 6.1)24.0!30.1!10.1 761.4 505 12.1 505.6 1983:8 17 40.0 875.45,876.44 6.1!23.9,30.0/10.1|761.1 508 12.2 §07.8 1983 8 18 42.0'875.47 876.45 6.1)24.8;31.0!10.2!761.1 510!12.2 510.1 1983 8 19°56.0.875.61!876.54 6.1!32.8 38.9'10.2 761.2 512 12.3 §12.3 1983:8:20'85.0;875.90]876.75 6.1)53.1)59.2]10.2 761.4 514 12.3 §14.5 1983:8.21 66.0 875.71;876.73 6.2;51.0,§7.2 10.3 761.4 516 12.4 516.7 1983;8.22:62.0 875.67;876.70)6.2,47.8)$4.0 10.3 761.3 519 12.4 519.0 1983 8 23°57.0 875.62 876.65|6.2!43.6;49.8 10.4 761.3 §21 12.5 §21.2 1983;8:24.51.0 875.56 876.60 6.2 38.4 44.6 10.4 761.2 523 12.6 523.4 1983:8!25 60.0;875.65 876.63 6.1 41.2 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662.4 38.0;875.43.876.40 6.1 21.1 27.2!13.2 760.8 664 15.9 664.2 38.0|875.43,876.39 6.1 19.8 25.9|13.3 760.8 668!16.0 666.0 :36.0!875.41!876.37 6.1 18.2!24.3)13.3 760.8 668!16.0 687.8 Reynolds Creek Ryaro Pro PES Bet >; 1983 12 7 33.0 875.38 876.33.6.1 15.9 22.0!13.3 760.7:669 16.1 669.6 1983 12;18.31.0 875.36,876.30:6.1:13.8 19.9 13.4;760.7'671,16.4 671.4 1983,12 19:33.0.875.38 876.30 6.1 13.7 19.8 13.4 760.7 673:16.2.673.2 1983.12 20;54.0,875.59 876.44 6.1 24.1 30.1 13.4 760.8 675,16.2 675.0 1983°12 21 49.0.875.54 876.47 6.1 26.9 33.0 13.5 760.9 677!16.2 676.8 1983!12|22!37.0:875.42 876.41 6.11 21.9 28.0 13.5!760.8 678:16.3 678.6 1983:12 23)36.0.675.41)876.38)6.1 19.1:25.2 13.5:760.8:680 16.3:680.4 1983,12!24 76.0 875.81 876.611 6.1:39.0 45.1 13.6!761.0)682:16.4:682.2 1983:12 25:69.0 875.74 876.67 6.1 44.8 50.9 13.6!761.0!684:16.4]684.0 1983:12 26!60.0.875.65 876.64 6.2:42.2!48.3 13.8)761.0 685,16.5 685.8 1983'12 27!49.0|875.54 876.56 6.2!34.9)414 13.7 760.9 687;16.5 687.6 1983 12:28:43.0:875.48 876.49 6.1!28.5:34.7 13,7)760.9 689 16.5 689.4 1983 12 29 41.0 875.46:876.45 6.1 24.6:30.7:13.8!760.8:691:16.6 691.2 1983.42 30 38.0:875.43;876.40;6.1;21.2:27.4 13.8:760.8 693 16.6 693.0 1984!1 1 42.0,875.47)876.41 6.1!21.7 27.8 13.8 760.8 694 16.6 693.8 1984:1!2!41.0!875.46 876.41 6.1:21.4 27.5 13.8 760.8 694;16.7 694.5 1984"1,3 51.0;875.56!876.47 6.1!26.4 32.5 13.8 760.8 695,16.7 695.3 1984!1 4,75.0 875.80 876.64 6.1!42.1 48.2 13.9 761.0,696'16.7 696.1 1984:1 5"64.0 875.69 876.65:6.2!43.2)49.3 13.9 761.01 697!16.7 696.9 1984"1 6 50.0 875.55.876.57 6.2 35.8,41.9 13.9 760.9:697:16.7 697.6 1984"1 7 47.0 875.52 876.52 6.1 31.0)37.1 13.9,760.9:698;16.8 698.4 1984 1;8 §2.0 875.57;876.53!6.1 31.5)37.6 13.9:760.9 699:16.8 699.2 1984 1:9°46.0 875.51;876.49]6.1 28.5.34.6 13.9 760.8 700:16.8 700.0 1984 1 10:40.0:875.45:876.44!6.1!24.0:30.1 14.0 760.8 701!16.8:700.7 1984 1 14 39.0.875.44°876.41:6.1!21.4)27.5 14.0 760.8 701,16.8,701.5 1984:1 12:36.0:875.41 876.37!6.1!18.6 24.7 14.0 760.7 702 16.9.702.3 1984"1 13!33.0 875.38 876.33!6.1]15.8 21.9 14.0 760.7 703 16.9 703.1 1984 1)141 31.0 875.36 876.30)6.1|13.5 19.5 14.0 760.6 704 16.9 703.8 1984 1 15 29.0 875.34 876.27 6.1/11.3 17.4 14.0 760.6 705 16.9 704.6 1984 1 16 33.0:875.38!876.28 6.1)12.1 18.1 14.0 760.6 705 16.9 705.4 1984:1 17 39.0°875.44 876.32 6.1:15.3 21.3 14.4 760.7 706 16.9 706.2 1984"1)18:153.0 876.58:877.00!6.1)82.0 88.1]14.4 761.3)706 16.9 706.9 1984 1 19 121.0 876.26:877.09:6.2 93.7;99.9 14.41 761.4)707 17.0 707.7 1984 1 20 112.0 876.17:877.08 6.3 92.4 98.7 14.1 761.4:708)17.0;708.5 1984,1 21 120.0.876.25!877.11!6.3:97.0.103.2 14.1 761.4|708:17.0]709.3 4984:1 22)124.0'876.29;877.15)6.3:101.2 107.5 14.1 761.5 709,17.0 710.0 1984'1 23!99.0' 876.04'-877.04/6.3!87.0 93.2 14.1 761.4 710 17.0 710.8 1984)1 24)162.0.876.67;_877.30!6.2:121.8 128.1 14.1 761.6 710 17.0 711.6 1984:1 25)174.0!876.79 877.441 6.3/142.7 149.0 14.1 761.8 711 17.1 712.4 1984:1 26:132.0 876.37 877.301 6.3:122.2 128.5 14.2 761.6 712 17.1 713.1 1984:1 271 121.0!876.26 877.20 6.3 108.2 114.5 14.2 761.5!713 17.1 713.9 1984:1 28!169.0 876.74'877.38 6.3 134.4 140.7 14.2 761.7 713 17.1 714.7 1984!1 29!171.0,876.76 877.46 6.3 145.0 151.3 14.2 761.8 714 17.1 715.5 1984 1!30:138.0;876.43 877.33 6.3!126.9 133.2 14.2 761.7 715 17.2 716.2 1984:1 31 108.0:876.13;877.15 6.3 101.4)107.7 14.2 761.5 716!17.2 717.0 1984 2 1 94.0:875.99|877.01,6.3 83.9 90.1 14.2:761.3:715)17.2!715.5 1984 2 2 102.0:876.07 877.00!6.2 82.4!88.7 14.2)761.3)713 17.11 714.0 1984 2 3:93.0'875.98:876.95:6.2 76.4 82.6 14.2,761.3:712:17.1!712.5 1984'2 4:91.0 875.96|876.92:6.2:72.9 79.1!14.1 761.2!710!17.0 711.0 1984 2:5:89.0 875.94:876.90!6.2!70.3 76.5 14.1 761.2!709!17.0 709.5 1984:2:6:75.0 875.80,876.82:6.2:60.9 67.4 14.1 761.2!707}17.0 708.0 1984 2;7 64.0 875.69,876.72 6.2!50.8 57.0 14.1 761.11 706:16.9 706.5 1984 2.8 56.0 875.61'876.64!6.2:42.2 48.4 14.0 761.0:705)16.9!705.0 1984;2,9:52.0,875.57 876.58 6.2!36.4 42.5 14.0 760.9 703 16.9}703.5 1984!2!10:47.0:875.52 876.52 6.1,31.2 37.3 14.0 760.9 702 16.8!702.0 1984!2:11.56.0'875.61 876.55 6.4)33.8!39.9 13.9 760.9!700 16.8 700.5 1984:2!12 72.0.875.77 876.66 6.1!43.9:50.1 13.91 761.0!699 16.8 699.0 1984 2 13 73.0 (875.78 --876.71 6.2 49.1)§5.3:13.9!761.1!697 16.7,697.5 1984 2.14 66.0 875.71:876.69 6.2 47.3;§3.5 13.8 761.0:696:16.7 696.0 1984 2:15)62.0 875.67:-876.66'6.2 44.3:50.4 13.8 761.0 694:16.7 694.5 1984 2 16 63.0.875.68 876.65.6.2,43.61 49.7 13.8 761.0 693,16.6 693.0 1984:2)17 60.0 875.65:876.63)6.2:41.6:47.8 13.8 761.0 691)16.6 691.5 1984 2!18:57.0.875.62'-_876.61!6.2:39.1 45.2 13.7 761.0)690 16.6 690.0 1984:2)19°57.0:875.62i 876.60 6.1)38.0 44.2 13.7 761.0/688 16.5 688.5 1984.2:20;49.0 875.54'876.54 6.1!33.1 39.3 13.7 760.9.687!16.5 687.0 1984 2,21 43.0:875.48!876.48 6.1 27.8 33.9 13.6 760.9)685)16.4 685.5 1984 2.22!40.0 875.45.876.44:6.1 23.8:30.0 13.6 760.8'684!16.4 684.0 1984 2:23;43.0.875.48!876.43,6.1 23.6 29.7 13.6 760.8;682!16.4 682.5 1984 2:24 43.0:875.48;876.43!61 23.4)29.6 13.6 760.8}681!16.3 681.0 1984 2:25 36.0 875.41 876.39 6.1:19.8:25.9 13.5 760.8 679!16.3 679.5 1984 2 26 40.0 875.45.876.39:6.1 20.1!26.2 13.5 760.8,678:16.3 678.0 1984°2;27°44.0 875.49|876.42!6.1'22.3,28.4 13.5 760.8:676.16.2 676.5 1984 2 28 40.0 875.45.876.41.6.1 21.4)27.5 13.4 760.8,675;16.2 675.0! 1984 2:29°33.0 875.38:-876.35'61 17.41 23.5 13.4 760.7:673:16.2 673.5 1984 2 30:30.0 875.35.876.31.6.1]14.1:20.2 13.4 760.7'672:16.1 672.0 1984:3:1)28.0 875.33 876.27 6.1 11.5]17.6 13.4 760.7|670 16.1 670.3 1984:3,2:29.0 875.34 876.26:6.1.10.6;16.7 13.3 760.7)669 16.0 668.6 1984.3)3:28.0 875.33 876.24!64 9.8:15.8 13.3 760.6!667)16.0 667.0 Reynolds Creek Hydro Project Dose TERS 1984 3 4:27.0.(875.32:876.23:6.1 8.8 14.9)13.3:760.6:665 16.0:665.3 1984 3 5)26.0:875.31;876.21:6.1 7.9,14.0;43.2:760.6!664 15.9 663.6 1984.3 6 24.0|875.20:876.19.6.1 6.6,12.7:13.2 760.6 662:15.9:661.9 1984:3;7 23.0|875.28;876.16)6.1 §5;11.5)13.2 760.6 660}15.8;660.3 1984"3!8 23.0;875.28!876.15:6.0 4.8!40.9:13.1 760.6 659:15.8:658.6 1984!3:9,22.0:875.27:876.14,6.0 41 10.1 13.1 760.6 657:15.8:656.9 1984 3 10:24.0'«875.29 876.14:6.0-44 10.4;13.1:760.6 655;15.7:655.2 1984 3 11]24.0 875.29.876.15:6.0:46 10.7:13.0;760.6 653:15.7!653.5 1984 3:12 26.0:875.31:876.17!6.0)5.5:11.6;13.0 760.6 652!15.6 651.9 1984.3}13)25.0 875.30;876.17 6.0:5.7)11.8 13.0:760.6 650:15.6 650.2 1984,3}14)23.0 875.28 876.16 6.0!§.1!11.4 12.9:760.6 648 15.6 648.5 1984.3:15:22.0;875.27 876.14 6.0;43:10.3'12.9!760.6 647 15.5!646.8 1984 3:16!21.0:875.26 --876.12!6.0:3.5 9.5:12.9!760.6;645°15.5)645.2 1984 3:17:20.0:875.25 876.10:6.0!27 8.7:12.8,760.5:643:15.4:643.5 1984.31 18;20.0!875.25:876.09:6.0 2.2 8.2 12.8!760.5 642:18.4)641.8 1984:3!19!19.0!875.22,876.07!6.0 16 7.6 12.8!760.5 640)15.4)640.1 1984:3 20;18.0'875.18:876.05;6.0 0.9 6.9 12.7)760.5 638)15.3,638.5 1984;3 21:17.0:875.15 876.02'6.0 0.3 6.3;12.7;760.5 637!15.3)636.8 1984 3;22:17.0;875.15:876.00:6.0 0.0 6.0;12.7|760.5:635!15.2;635.1 1984:3:23 17.0:875.15 875.98)6.0 0.0 6.0)126:760.4;634:15.2)633.4 1984 3 24.16.0 875.11 875.95:6.0:0.0 6.0!12.6!760.4!632!15.2!631.7 1984 3 25.16.0:875.11:875.91!6.0!0.0:6.0!12.6 760.4 630]18.1:630.1 1984 3;26,15.0'875.08!-_-'875.87!6.0!0.0!6.0 12.5 760.3 629!15.11 628.4 1984 3 271 15.0,875.08 --875.82!6.0)0.0!6.0 12.5 760.3 627 15.0 626.7 1984:3:28:15.0:875.08;875.77:6.0]0.0!6.0 12.5 760.3 625 15.0:625.0 1984.3 29:14.0°875.04:875.72!6.0 0.0 6.0 12.41 760.2 624:15.0!623.4 1984.3;30!14.0.875.04:'875.66.5.9 0.0 5.9 12.4 760.1 622!14.91 621.7 1984.3 31!15.0:875.08:875.62)5.9 0.0 5.9 12.4 760.1 620]14.9 620.0 1984;4i 1/66.0:875.71;876.17/5.9 5.8 11.7 12.4 760.7 620 14.9 620.5 19847 4 2:142.0 876.47 876.89!6.0 69.1 75.2 12.3 761.4 620 14.9 621.0 1984:4 3}100.0 876.05 876.951 6.2 76.6 82.9 12.4 761.4 621 14.9 621.5 1984:4.4 151.0:876.56 877.22.6.2!111.8 118.0 12.4 761.7 621)14.9)621.9 1984 4 5.155.0 876.60 877.34:6.3!127.7 134.0:12.4!761.8:621;14.9:622.4 1984 4;6 110.0'876.15:877.17 6.3:404.2 110.5 12.4;761.7!622!14.9:622.9 1984 4:7 89.0!875.94;877.00 6.3 82.9 89.1:12.4)761.5:623:14.9!623.4 1984 4]8}78.0;875.83'876.88!6.2)68.5!74.7 12.4 761.4 623:15.0)623.9 1984,4]9 91.0;875.96;876.90)6.2)70.8;77.0 12.4 761.4 624 15.0 624.4 1984:4)10;94.0,875.99!876.93:6.2;73.6!79.8 12.4 761.4 624 15.0 624.8 1984;4 Wt 86.0;875.91!_876.89.6.2)69.8 76.0 12.4 761.4 625 15.0 625.3 1984)4 42:73.0!875.78:876.81,6.21 60.5 66.7 12.4 761.3 625;15.0 625.8 1984:4)13:63.0,875.68,876.73 6.2:51.0 57.2 12.5 761.2 626;15.0 626.3 1984.4 14)56.0|875.61:876.65 6.2 43.1 49.3 12.5 761.4 626 15.0 626.8 1984!4!15!51.0|875.56 876.59 6.2 37.1 43.2 12.5 761.1 627 15.0 627.3 1984.41 16!46.0;875.51 876.53 6.1 31.7 37.9 12.5 761.0 628 15.1 627.7 1984 4:17:42.0:'875.47 876.48:6.1)27.2:33.4!12.5 761.0 628 15.1 628.2 1984 4;18 39.0'875.44,876.43 6.1 23.6 29.8:12.5 760.9,629!16.11 628.7 1984 4 19 38.0 875.43:876.41.6.1 21.4 27.6:12.5)760.9;629 15.1!629.2 1984 4 20:38.0:875.43'876.39,6.1!20.4 26.5:12.5;760.9:630:15.1)629.7 1984 4,21,44.0' 875.49'--876.43'6.1)22.9:29.0)12.5)760.9|630:15.1!630.2 1984"4:22:72.0:875.77:876.61 6.1!39.4'45.5 12.6!761.1:630 15.1;630.6 1984;4 23!101.0 876.06 876.85 61 64.4)70.5 12.6 761.3;631;16.1)631.1 1984 4)24,87.0 875.92!876.87 6.2 66.7)72.9 12.6:761.3 631.15.1!631.6 1984:4)25°92.0,875.97,876.90 6.2 70.7 76.9 12.6!761.4 632:15.2!632.1 1984:4 26 149.0:876.54]877.20 6.2 107.9,114.1 12.6 761.7 632 15.2)632.6 1984)4 27 186.0'876.91.877.47 6.3 146.6:152.9 12.6 761.9 632 15.2!633.1 1984:4 28 138.0'876.43:«877.34 63 128.5:134.8 12.6 761.8 632 15.2 633.5 1984'4!29!116.0'876.21.'877.20:6.3!108.1'114.4)12.6 761.7 633:15.2 634.0 1984 4 30:145.0:876.50°877.28:63 119.7 126.0!12.6 761.7!633:15.2!634.5 1984.4)31.142.0:876.47.'877.30 6.3:121.9 128.2 12.6,761.8:634!15.2;635.0 1984.5:1:127.0|876.32:877.23:6.3,113.0 119.3 12.5!761.7:630!15.1!631.0 1984 5:2)125.0 876.30'877.20"6.3)108.7;115.0 12.5!761.7 626:15.0)627.1 1984:5.3;118.0!876.23:'877.16 6.3!102.7!109.0 12.4!761.6 622:14.9 623.1 1984:5 4l 108.0 876.13 877.09;6.3)94.3 100.6 12.3 761.6 618 14.8!619.1 1984:5 5;92.0:875.97:876.99/6.3!81.3 87.6 12.2 761.5 615 14.7 615.2 1984!5 6.100.0:876.05!876.99 6.2 815:87.7 12.1 761.5 611 14.7 611.2 1984:5!7:158.0)876.63'877.27)6.2 118.4!124.7 12.1 761.8 606!14.5 607.3 1984 5.8 129.0,876.34.877.24 6.3 113.5:119.8 12.0)761.8 602:14.5:603.3 1984.5 9 106.0 876.11 877.11!6.3 97.1;103.4 11.9:761.6 §99:14.4:§99.3 1984 5:10 93.0:875.98,877.01;6.3!83.2 89.4 11.8 761.5 595:14,3!595.4 1984 5:11 108.0 876.13 877.04:6.2)87.4 93.7 11.8 761.6 591)14.2.591.4 1984 5 12.105.0 876.10 877.04 6.2 87.2 93.5 1.7 761.6 587:14.1 587.4 1984:5:13:99.0 876.04 877.01 6.2 83.4 89.7!11.6 761.6 583 14.0 583.5 1984:5:14!90.0 875.95'876.95,6.2 76.5)82.8 11.5 761.5 579:13.9 579.5 1984 5.15,96.0 876.01 876.96.6.2 77.6.83.9 11.4 761.5 575:13.8 575.5 1984 5!16:82.0 875.87 876.89"6.2 69.6!75.8 11.4 761.5 571!13.7 571.6 1984:5 17 111.0:876.16 877.01;6.2:84.3)90.5)11.3 761.6 567!13.6:567.6 1984,5:18:105.0:876.10:877.03 6.2:86.3.92.6 11.2 761.6 563)13.5,563.6 1984 5:19!152.0'876.57:877.26:6.2 117.1;123.3 11.1 761.8!§59!13.4!559.7 eynolds ydro Project 30 of 38 TEISS 1984 5:20}170.0:876.75;877.43!6.3 140.4 146.7 11.0:762.0:555 13.3.555.7 1984:5:21:130.0 876.35!'877.30:6.3:122.2 128.6 11.0 761.9.§511 13.2 651.8 1984"5 22 109.0.876.14 877.16 6.3)102.6 108.9 10.9 761.8 47 13.1)547.8 1984,5 23 95.0}876.00]877.04 6.3)87.0 93.3 10.8 761.6 §43 13.0:543.8 1984!5 24 82.0!875.87!876.93 6.2!73.4 79.7 10.7 761.5 539 12.9!-§39.9 1984.5 25)74.0:875.79!876.84 6.2!63.6 69.8 10.7 761.5:§35)12.9:535.9 1984"5 26:69.0'875.74 «876.781 6.2:56.8 63.0 10.6;761.4:§32)12.8:531.9 1984,5:27°72.0:875.77:'876.77!6.2,55.9!62.1 10.5!761.4)§28:12.7:528.0 1984 5)28 98.0 876.03.876.91,6.2 71.2 774 10.4:761.5:§24,12.6:§24.0 1984 6 97.0:876.02,876.95:6.2,76.8 83.0 10.4:761.6 524 12.6 524.0 1984 6!2 82.0:875.87'876.89 6.2!69.8 76.0 10.4 761.5!524 12.6 524.1 1984:6 3 70.0:875.75)876.81 6.2:59.9:66.1 10.4,781.4)524!12.6 §24.1 1984.6'4 84.0)875.89 «876.85:6.2:64.4 70.6:10.4!761.5:524:12.6 §24.1 1984.6:5:83.0.875.88.876.86,6.2 65.6 71.8 10.4)761.5:524 12.6!524.2 1984:6 6)72.0:875.77!'876.80!6.21 59.5 65.7 10.4 761.4 §24 12.6;524.2 1984/6 7,69.0;875.74!'876.77 6.2!55.3 61.5 10.4 761.4 524 12.6 524.2 1984;6 8!66.0 875.71;876.73 6.2!51.8 58.0 10.4 761.4 524 12.6 §24.3 1984)6:91 64.0 875.69 876.71 6.2)49.3 55.4 10.4 761.3 524 12.6 524.3 1984!6 10!78.0'875.83 «876.78 6.2;56.4 62.5 10.4 761.4;524 12.6 524.3 1984:6 Ww 87.0'875.92.876.85 6.2:64.7;70.9 10.4!761.5!524 12.6 524.4 1984|6.12)74.0 875.79 «876.81 6.2!60.3)66.5 10.4)761.4 524 12.6 524.4 1984;6.13 64.0 875.69'--876.74 6.2;52.7!58.9 10.4 761.4 524 12.6:524.4 1984,6,14,§8.0 875.63,_876.68!6.2:46.1 52.3 10.4 761.3:524!12.6]524.5 1984:6 15)53.0]875.58!-_-«876.62/6.2!40.6 46.8 10.4 761.3 §24'12.6)524.5 1984,6 16!52.0!_875.57{«876.59 6.2,37.7 43.9 10.4 761.2 524i 12.6 524.5 1984 6 17 58.0|875.63!876.62 6.1:39.8 45.9 10.4 761.2 524]12.6 524.5 1984!6 18 102.0 876.07;876.87 6.1 66.4 72.6 10.4 761.5 524 12.6 §24.6 1984)6 19!127.0!876.32)877.09 6.2 93.6 99.8 10.4 761.7 524 12.6 524.6 1984!6 20!95.0!876.00!_--877.01 6.3 84.0 90.3 10.4 761.6 524 12.6 524.6 1984)6 21y-74.0;875.79!«876.88 6.2 67.7 73.9 10.4 761.5 §24 12.6 §24.7 1984,6 22:110.0'876.15!877.01 6.2 83.4 89.6 10.4 761.6 524 12.6 524.7 1984:6!23)144.0'876.49 -«877.22 6.2 111.2!117.5 10.4 761.9!524 12.6 524.7 1984"6:24!123.0.876.28!«877.20 6.3)108.1!114.3 10.4 761.8;524 12.6 524.8 1984 6 25 177.0.876.82.877.44:6.3:142.1!148.4 10.4)762.1;524:12.6 524.8 1984 6.26:152.0 876.57:877.41)6.3.137.6)143.9 10.4 762.0 524 12.6 524.8 1984 6 27,126.0'876.31!«877.28:6.3.119.1 125.4 10.4 761.9 524 12.6 524.9 1984;6]28)156.0:876.611 877.37!63 132.3 138.6 10.4 762.0 524 12.6 524.9 1984)6.29:139.0!876.44 877.32 6.3 125.7 132.0 10.4 762.0 524 12.6 524.9 1984.6 30]159.0!876.64;877.40 6.3 136.6 142.9 10.4 762.0 524 12.6 §25.0 1984:6.31:141.0!876.46)'877.34 6.3;128.5 134.8 10.4 762.0 524 12.6 525.0 1984,7 1 116.0'876.21 877.21 6.3)109.6 115.9 10.4 761.8 522 12.5 523.2 1984,7 2!103.0]«876.08! -877.10 6.3 94.8 101.1 10.4 761.7 §21 12.5 §21.3 1984,7,3 105.0!876.10;877.07 6.3 90.8 97.0 10.3 761.7 §19 12.5 619.5 1984)74)103.0 876.08 877.04 6.3 88.1 94.3 10.3 761.7 517 12.4 517.7 1984 7i 5|92.0|875.97!876.98 6.2:80.3 86.5 10.3 761.6 515 12.4 515.8 1984 7 6:81.0:875.86.876.90:6.2°70.6)76.9 10.2 761.6 514,12.3 514.0 1984 7.7 99.0: 876.04'876.96,6.2:78.0:84.2 10.2 761.6 512:12.3 512.2 1984 7:8:104.01 876.09:877.01;6.2!83.9]90.2 10.1;761,71 510.12.2 §10.3 1984.7;9;105.0;876.10;877.04 6.2)86.9;93.1 10.11 761.7 508 12.2 508.5 1984:7:10!118.0 876.23 877.11 6.2!96.21 102.4/10.1]761.8 506 12.1 506.7 1984 7.111 98.0;876.03!877.04 6.3!87.1 93.4;10.0;761.7 504 12.4 504.8 1984 7 12)97.0:876.02,_-'877.01 6.2;83.2 89.4)10.0!761.7!502 12.1 503.0 1984 7:13:91.0'875.96!876.96 6.2:78.0 84.2 10.0)761.6!501 12.0 501.2 1984:7i 14:81.0 875.86)876.90 6.2)70.0 76.2 9.9 761.6 499 12.0 499.3 1984:7;15:78.0;875.831 876.85 6.2!65.1 71.3 9.9 761.5 497 11.9 497.5 1984:7]16;77.0|875.82!876.83 6.2:62.6 68.8 9.9 761.5 495 11.9 495.7 1984)7 17 70.0;875.75'876.79 6.2:57.5 63.7 98 761.5 494 11.8 493.8 1984 7:18 63.0 875.68)876.73.6.2:51.3:67.5 9.8 761.4 492 11.8;492.0 1984 7;19:59.0.875.64 876.68 6.2:46.6 52.7 9.8 761.4;490 11.8 490.2 1984,7 20.65.0:875.70,876.70 6.2:48.0 54.2 97 761.4:488 11.7 488.3 1984 7 21 109.0;876.14;876.04 6.2!74.9 81.1 97 761.6 486 11.7 486.5 1984 7.22!101.0°876.06,'876.99 6.2!81.2)87.5 9.6 761.7 484)114.6 484.7 1984:7,23!99.0,876.04)877.00 6.2 82.4!88.7 96!761.7 482 14.6 482.8 1984,7 24 81.01 875.86,876.91 6.2 71.8 78.1 9.6 761.6 481 11.5 481.0 1984'7;25'73.0:875.78,876.84 6.2 63.0 69.2 9.5 761.5 479 11.5 479.2 1984 7 26!67.0;875.72:'876.77 6.2 56.1!62.3 9.5 761.5 477 14.4 477.3 1984 7,27:61.0:875.66 876.71:6.2)49.8,56.0 9.5:761.4 475 11.4;475.5 1984 7:28:57.0!875.62;876.67:6.2)45.01 51.1 94 761.4 473 11.4 473.7 1984!7:29,«55.0;875.601 --876.64/6.2!41.8 48.0 9.4]761.3 472 11.3 4718 1984:7 30:57.0;875.62;876.63!6.2)41.6 47.8 9.4!761.3 470 11.3 470.0 1984 8:1 70.0'875.75 «876.71:6.2)49.0 55.1 9.41 761.4 472 11.3 472.2 1984:8.2 63.0.875.68:'876.70 6.2 48.1.54.2)9.4 761.4)474 11.4 4745 1984;8.3:§5.0'875.60!876.65 6.2 43.1,49.2 9.5 761.3)476 11.4 476.7 1984:8:4 51.0 _875.56|'876.60 6.2 38.7:44.9 9.5:761.3 479 11.5 478.9 1984:8 5,49.0 875.54;876.57 6.1;35.7!41.8 9.6)761.3 481 11.5 481.1 1984 8 6,48.0:875.53:876.55 6.1.33.8,39.9;26 761.2)483 11.6 483.4 1984 8.7 47.0:875.52;876.54 6.1:32.4:38.5;9.7 761.2)485 11,7 485.6 1984:8 8:50.0;875.55!876.55:6.1!33.4)39.5!9.7 761.2!488 11.7 487.8 Reynolds Creek Hydro Project 3Totrce TRIS 1984 8 9:51.0 875.56 876.56 6.1 34.3)40.5:9.8 761.2;490;11.8:490.0 1984 8 10 50.0 875.55,876.56 6.11 34.2)40.3!98 761.2.492.11.8 492.3 1984 8 11 47.0 875.52 876.54:6.1 32.5!386 0.8 761.2!494"11.9:494.5 1984:B 12 47.0:875.52:876.53.6.1 31.7,37.8 0.9 761.2 497 11.9 496.7 1984 8!13 48.0'875.53)876.53)6.1 31.8]37.9 9.9 761.2 499 12.0 498.9 1984 8:14 48.0:875.53:876.53:6.11 31.9;38.0 10.0:761.2 507.12.0 501.2 1984 8:15°46.0:875.51.'876.52:6.1:30.8)36.9!10.0;761.2;§03.12.11 503.4 1984 8!16 44.0:875.49'-876.50:6.1 29.2:35.3!10.1;761.2 505:12.1:505.6 1984,8 17/44.0:'875.49 876.49 6.1]28.4 34.6!10.1;761.1!508:12.2;§07.8 1984'8!18]65.0'875.70}876.61;6.1 39.6 45.7 10.1 761.3:510}12.2 §10.1 1984)8:19:78.0 875.83,876.74!6.1 52.2 58.4 10.2 761.4 §12!12.3 §12.3 1984.ai 20:100.0 876.05!876.90.6.2;70.9'77.1 10.2 761.6 514;12.3:5145 1984:cy 21:104.0'876.09'876.99 6.2 61.1;87.3 10.3 761.6 516 12.4:516.7 1984 8 22:95.0 876.00:876.98 6.2 79.5 85.7 10.3 761.6,518 12.4 519.0 1984.ry 23;125.0:876.30'-877.12'6.2 97.6 103.8 10.4 761.8.§20:12.5:§21.2 1984:8:24.162.0:876.67:877.34!6.3 128.4 134.6 10.4 762.0!§22;12.51 523.4 1984:8:25:138.0'876.43.«877.31 6.3 123.7 130.0 10.4 761.9 §25!12.6:525.6 1984 8!26)117.0°876.22! --877.20:6.3 108.5 114.8 10.5 761.8 §27)12.6 §27.9 1984 8.27:103.0 876.08 877.09:6.3 94.3 100.6 10.5 761.7:§29:12.7 §30.1 1984 8 28°106.0!876.11''877.07:6.3 91.1:97.3 10.6 761.71 §32!12.8 §32.3 1984 8 29:101.0'876.06:--877.03:6.3 86.7:93.0!10.6:761.7|534]12.8 §34.5 1984 8 30°92.0 875.97:876.98:6.2 79.5:85.7;10.7:761.6:536,12.9;536.8 1984"a 31.86.0.875.91 876.92!6.2 73.1 79.3]10.7)761.5)§39)12.9 539.0 1984 9:1 82.0,875.87 876.88!6.2 68.2 74.4)10.7!761.51 §39:12.9 539.8 1984 9:2.88.0.875.93'876.90)_6.2 69.9;76.1 10.7!761.5!540:13.0:540.6 1984,9!3i 99.0 876.04:876.96.6.2 77.3 83.5 10.8 761.6!541)13.0 541.4 1984:9°4 126.0:876.31;877.111 6.2 97.1 103.3 10.8 761.7;541 13.0 §42.2 1984:9.FF 113.0.876.18:877.11 6.3 96.4 102.6 10.8 761.7)542 13.0 $43.0 1984:9.6)94.0.875.99 877.01 6.3 84.2 90.4 10.8)761.6 543 13.0 543.8 1984;gi 7!84.0'875.89 876.93 6.2 73.5 79.8 10.8 761.5 5.44 13.1 544.6 1984,9 8:76.0'875.81 876.85 6.2 64.7 70.9 10.8 761.5 545 13.1 545.4 1984 9 9 70.0:875.75 876.79 6.2 57.7 63.9;10.9 761.4;546 13.4 546.2 1984 9:10.65.0.875.70 876.73:6.2:§2.0 58.11 10.9 761.3!547'13.1:547.0 1984 9:11 62.0:875.67 876.701 6.2!47.9 54.1 10.9:761.3:$48:13.1|547.8 1984 9:12:59.0:875.64:876.66 6.2 44.5]50.6 10.9:761.3:548i 13.2:548.6 1984 9:13:56.0.875.61;876.63;6.2 41.3]47.5 40.9 761.2;549.13.2 549.4 1984-gi 14,60.0,875.65:876.64 6.2 42.2 48.4 10.9 761.2;550 13.2 550.2 1984:9:15:66.0.875.711 876.68 6.2 46.0 52.2 11.0 761.3)551 13.2 551.0 1984:9|16 89.0'875.94 876.82 6.2 61.2 67.3 11.0 761.4"551 13.2 551.8 1984"9!17;81.0 875.86:876.83)6.2 62.7 68.9 11.0 761.4}§52:13.3 552.6 1984 9 18 70.0 875.75:876.78!6.2 56.81 63.0 11.0 761.4 553 13.3 553.4 1984"g 19)62.0'875.67!876.71)6.2 49.8!56.0 11.0 761.3 554 13.3 554.2 1984 9)20 56.0,875.611 876.65!6.2 43.5)49.6 11.0 761.2 555 13.3 555.0 1984:9,21 §2.0°875.57:_876.60 6.2 38.6!447 11.1 761.2 556)13.3 555.8 1984 9 22.§1.0|875.56:876.57 6.1 35.9!42.4 11.1 761.2 556!13.4 556.6 1984 9 23:57.0.875.62 876.60:6.1;38.1 44.2 11.1)761.2;557}13.4 557.4 1984 9 24.59.0 875.64 876.62:6.1 40.1!48.3.11.1;761.2'558.13.4|558.2 1984 9.25 60.0 875.65 876.63 6.2)416 47.7;11.1]761.2,559)13.4 559.0 1984 9.28 97.0.876.02)876.84:6.2/63.9 70.01 11.1 761.4 559)13.4 §59.8 1984 9)27:99.0,876.04 876.94)6.2 74.7 80.9:1.1 761.5]560,13.4 560.6 1984 9:28 101.0.876.06 876.98!6.2 80.2)86.4!11.2 761.6!561 13.5 561.4 1984 91 29 82.0 875.87 876.90)6.2 70.6!76.9,11.2 761.5:562 13.5:562.2 1984 9 30 79.0 875.84 876.85)6.2!65.2]71.4!11.2!761.4!563!13.5 563.0 1984 10:1!89.0|875.941 876.89 6.2 69.0!75.2!11.2!761.5:564 13.5 564.3 1984:10 2 76.0'875.81)«876.83 6.2 62.7:68.9 11.2!761.4]5685 13.6 565.5 1984 10;3 68.0'875.73:876.77)6.2 55.5!61.7 11.3)761.3:566 13.6 566.8 1984 10:4)71.0 875.76'876.76!6.2!54.3!60.5 11.3:761.3!568 13.6 568.0 1984 10 5:71.0 875.76!876.75;6.2 53.8:60.0:11.3!761.3:569 13.7 569.3 1984 10-6:62.0 875.67.876.70 6.2 48.4!54.6:11.4;761.3'570 13.7 570.5 1984 10!7 56.0.875.61, 876.64|6.2 42.7|48.9:11.4 761.2!572)13.7 §71.8 1984 10:8:52.0:875.57 876.60;6.2 38.1 44.2 11.47 761.2:573;13.7 §73.1 1984 10 9.53.0;875.58 876.58;6.1 36.6!42.7:11.4)761.1!574)13.8 §74.3 1984 10 10 57.0:875.62:876.60 6.1 38.2 44.3;11.5 761.2,575 13.8 575.6 1984 10 1 57.0,875.62,876.61 6.4 38.8 45.0!11.5 761.2 577 13.8 576.8 1984 10 12 70.0'875.75,876.68:6.1 46.5 52.7)11.5 761.2)578 13.9 578.1 1984 10 13 59.0:875.64 876.65 6.2 43.5;49.7:11.5 761.2]579 13.9 579.4 1984 10 14 52.0 875.57 876.60 6.2 38.3 445°11.6:761.2:580:13.9 580.6 1984 10:15 47.0.'875.52 876.55 6.1 33.3 39.5:11.6 761.1:582/14.0 581.9 1984 10 16,56.0:875.61;876.58:6.1 36.01 42.2!11.6 761.1)§83 |14.0 583.1 1984 10 17 50.0:875.55:876.55:6.1:33.9;40.1!11.6 761.1:584 14.0 584.4 1984 10)18 45.0 875.50 876.51 6.1!30.3 36.4.11.7 761.1!585 14.1 585.6 1984 10:19 42.0 875.47 876.48:6.1)27.0:33.2'11.7;761.0!587)14.1 §86.9 1984:10°20,40.0,875.45 876.45,6.1!24.5:30.6)11.7;761.0!588 14.4 588.2 1984 10 21 38.0.875.43.876.42!6.11 22.2 28.4,11.7 761.0 589 14.1 589.4 1984 10°22 36.0 875.41 876.39:6.1 20.2:26.3,11.8 760.9:591 14.2 §90.7 1984 10 23:34.0:875.39 -876.36!6.1!18.1;24.2;11.8 760.9)§92 14.2 591.9 1984 10:24:34.0'875.39:-_-«876.35)6.1,17.11 23.2"11.8 760.9"593)14.2 593.2 1984.10 25.33.0:875.38 876.34!6.1!16.4:22.2!11.8 760.91 594]14.3 504.5 Raynolds Creek Hydro Project Worse 7 875.37:876.32!14.3 595.7 875.36:-.876.31!14.3:597.0 875.35:876.29.14.4:§98.2 875.35 876.29;14.4)599.5 875.40 876.32!14.41 600.7 875.39 i 876.32]14.4)602.0 875.42!876.35!14.5,603.2 875.39'876.34 14.5)604.4 875.37:876.32 145,605.6 875.36 876.31 14.6 606.8 875.35 876.29 14.6 608.0 875.39 876.31:14.6 609.2 875.38:876.31i 14.6.810.4 875.51;876.40 14.7)611.5 876.01 876.74 14.7 612.7 875.91 876.82 14.7 613.9 875.65 876.71 14.8 615.1 875.53 876.60 12.31,14.8 616.3 875.54)876.55 14.8 617.5 875.57)876.55 14.8 618.7 875.50:876.51)14.9]619.9 875.45:876.46)12.4 14.9:621.1 875.43:876.42:12.4 14.9'622.3 875.42:876.39 15.0 623.5 875.41!876.37 15.0 624.7 875.40]876.36 15.0 625.9 875.39!876.34 15.0 627.1 875.37 876.32 12.5 15.1 628.3 875.37 876.31 12.5 15.1 629.5 875.39 876.32 12.6 15.1 630.6 875.90 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875.52 876.44 13.7 16.5 689.4 875.55:876.48 13.8 16.6 691.2 875.46.876.44:13.8:16.6 693.0 875.85 876.66:13.8)16.6 693.8 875.66.876.64 13.8 16.7 694.5 875.57:876.58 13.8 16.7 695.3 875.92 876.75 13.8 16.7 696.1 876.10!876.92 13.9 16.7 696.9 876.93:877.38 13.8 16.7 697.6 877.05:877.58:13.9:16.7 698.4 876.36 877.35:13.9:16.7 699.2 876.30:877.23.13.9:16.8}700.0 876.64 877.35,13.9 16.8 700.7,+]O[@!00]Ni]@]cnB)eo]|we876.65:877.40:13.9 16.8 701.5BL3t0':) 1985.1 12 130.0 876.35 877.28:6.31 118.9:125.3 13.9 761.6:701 16.8 702.3 1985 1 13:417.0°876.22:877.17;6.3)104.7;110.9 14.0 761.5:702 16.8 703.1 1985.1 14,109.0'876.14 877.10!6.3:94.5!100.8 14.0 761.4:703!16.9:703.8 1985:1 15 94.0:875.99 876.99;6.3 61.5/87.8 14.0 761.3;704:16.9;704.6 1985:1!16 80.0:675.85!876.88 6.2 68.2!744 14.0 761.2 705|16.9)705.4 1985;1!17 69.0,875.74:876.78 6.2 56.6;62.8 14.0 761.1 706:16.9;706.2 1985:1!18)60.0 87565 876.69 6.2 46.8)53.0)14.1 761.0 707;17.0:706.9 1985 1 19:53.0 875.58 876.61 6.2:38.8:45.0:14.4 760.9:707|17.0!707.7 1985,1 20:48.0 875.53'876.54 6.1:32.7;38.9:14.1;760.9.708;17.0 708.5 1985:1 21:43.0;875.48:876.48 6.1 27.3)33.5!14.1)760.8.709!17.0 709.3 1985 ti 22:41.0'-875.46'«876.44 6.1 23.9:30.0/14.1 760.8:710)17.0 710.0 1985!11 23;73.0:875.781 -876.61|6.1 39.5!45.6)14.1 760.9°711!17.1!710.8 1985 1 24°84.0°875.89.876.75,6.1 53.4,59.5.14.2 761.1.711 7.1 711.6 1985'1 25:99.0'876.04 876.88:6.2)68.4:74.6)14.2 761.2:712 17.1:712.4 1985!1 26:74.0!875.79:876.80 6.2)59.5 65.8!14.2 761.1,713!17.1 713.1 1985;1 27:60.0/875.65;876.70 6.2 47.9 64.1 14.2 761.0:714!17.1 713.9 1985!1 28:§1.0'875.56;876.60 6.2 38.1 44.2 14.2 760.9:714 17.1!714.7 1985:1:29:46.0)875.51:876.52 6.1 31.2:37.4 14.2 760.8:715 17.2)715.5 1985.1 30 41.0,875.46:876.46 6.1 25.6 31.7 14.3 760.8;716;17.2!716.2 1985:rh 31 38.0'875.43)876.44 6.1 21.4)276 14.3 760.7!717!17.2'717.0 1985.2;1 34.0,875.39!876.36:61 17.5!23.6 14.2 760.7!715:17.2:715.5 1985 2:2 34.0 875.39 876.33)6.4 15.7 21,7:14.2!760.7:714 17.4.714.0 1985 2:3 33.0 875.38,876.31!6.1 14.2 20.3)14.2]760.6;712)17.11 712.5 1985:21 4 31.0 875.36 876.29 6.1 12.6 187 14.2:760.6°7191 17.11 711.0 1985;21 5 33.0:875.38;876.29!6.1 12.7 18.8 14.1)760.6;709!17.0!709.5 1985:2 6!32.0:875.37:876.28 6.1 12.3 18.4 14.1 760.6!708]17.0 708.0 1985i 2 7 33.0 875.38 876.29 6.1 12.6 18.6 1441 760.6:706 17.0 706.5 1985:2 8!43.0 875.48;876.36 6.1 17.5 23.6 14.0 760.7,705 16.9 705.0 1985:2 9.42.0 875.47;876.39 6.4 19.7 25.8 14.0 760.7 703 16.9 703.5 1985!2!10}38.0 875.43|876.37 6.1 18.8 24.9 14.0 760.7 702 16.8 702.0 1985:2}11:31.0:875.36;876.32 6.1 15.0 21.1 14.0 760.7 700 16.8 700.5 1985:2:12,28.0'875.33'876.27 6.4 11.7 17.8 13.9 760.6!699.16.8!699.0 1985 2:13 27.0 875.32 876.24 6.1)9.6 15.7 13.9 760.6)697:16.7!697.5 1985:2)14 27.0:875.32;876.22)6.1 8.5:14.5 13.9 760.6!696]16.7;696.0 1985 2!15)28.0 875.33 876.22:6.1 8.3]14.4 13.8 760.6 694!16.7|694.5 1985 2!16:40.0 875.45:876.30 6.1 13.7;19.8 13.8;760.7'693/16.6]693.0 1985 2i 7 48.0:875.53:876.40 6.1 20.8!26.9)13.8]760.8)691 16.6 691.5 1985:2)18)71.0 875.76,876.59 6.1 37.0!43.1 13.7 761.0 690 16.6 690.0 1985'2:19,65.0;875.70 876.63 6.1 41.6)477 13.7 761.0 688 16.5 688.5 1985:20)83.0,875.88 876.75 6.2 64.0 60.2 13.7 761.1 687 16.5 687.0 1985;2|21)106.0!876.11 876.92 6.2 73.3 79.5 13.6 761.3 685 16.4 685.5 1985 2 22;237.0!877.42 877.60 6.2 166.3 172.6 13.6 762.0 682 16.4 684.0 1985'2 23)152.0:876.57;877.45 6.4 143.5 149.8 13.5 761.8 681 16.3 682.5 1985.2:24!125.0!876.30:877.27 6.3 118.3 124.7]13.5 761.7 680 16.3 681.0 1985 2 25°117.0.876.22)'877.17!6.3 104.7 111.0!13.5 761.6)678 16.3 679.5 1985:2!26:98.0 876.03,877.041 6.3 88.0!94.3:13.5}7614 «677 16.3)678.0 1985 2 27:84.0 875.89 876.92 6.2 73.3:79.6!13.5.761.3)676,18.2:676.5 1985 2 28 73.0 875.78 876.82 6.2 61.3 67.5:13.4}761.2 674)16.2;675.0 1985 2:29.68.0 875.73:876.75 6.2 §3.7 59.9.13.4,761.1)673]16.2 673.5 1985 2 30:60.0:875.65'876.68 6.2 46.0 §2.2'13.4)761.1 672 16.9 672.0 1985 3:1:54.0 875.59,876.61 6.2:39.5 45.6!13.3 761.0 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512;12.3 512.2 1985,7 8 §5.0 875.60,876.58!6.1)36.3:42.4 10.2)761.2:510 12.2 510.3 1985 7:9 49.0 875.54:876.56:6.11 34.3;40.5 10.1)761.2;508 12.2 508.5 1985)7 10 42.0:875.47,876.51!6.1)29.7;35.8)10.1!761.2 507 12.2 §06.7 1985:7:1 44.0.875.49'876.49;6.1]28.7:34.8)10.0:761.2 505 12.1 504.8 1985"7:12:93.0:875.98]876.77 6.1:55.9:62.0)10.0!761.4 503 12.1 §03.0 1985:7:13 100.0:876.05!876.92 6.2 727;78.9:10.0 761.6 501 12.0 501.2 1985 7!14 73.0:875.78:«876.84 6.2 63.1!69.3:9.9 761.5 499 12.0 499.3 1985:7 15)59.0/875.64,876.73 6.2 51.2 57.4]9.9 761.4 497 11.9 497.5 1985,7 16 §3.0'875.58 876.65 6.2 43.0 49.2 9.9 761.3!495 11.9 495.7 1985 7 17 58.0 87563:876.64:6.2:42.4 486:«9.8 761.3!494 11.8 493.8 1985.7 18 62.0 875.67'876.66.6.2:445:50.7:9.8:761.3 492°11.8!492.0 1985 7 19 59.0 875.64.876.65"6.2.43.7'49.9 9.38.761.3:490:11.8:490.2 1985 7;20:52.0 875.57:876.61 6.2!39.4 45.6 9.7 761.3:488.11.7 488.3 1985 7 21:47.0 875.52!876.56:6.1)34.8:41.0;9.7:761.2!486 7 486.5 1985:7 22:50.0'875.55:«876.56!6.1!34.5;40.6;9.6,761.2)485 14.6 484.7 1985 7 23 54.0;875.59!876.58:6.1!36.6 42.7:9.6!761.3)483 11.6 482.8 1985 7 24 55.0|875.60:876.60:6.1 38.1!44.2;96:761.3!481 11.5 481.0 1985.7 25.52.0.875.57!_876.59 6.1 37.1;43.3:9.5)761.3)479 11.5 479.2 1985)7 26)79.0!875.84!--876.74 6.1 §2.11 58.2 9.5:761.4)477 11.4 477.3 1985:7:27:67.0!875.72)876.73 6.2 51.7!57.8 9.5 761.4 475!11.4 475.5 1985:7 28:52.0|875.57;_876.65 6.2 42.9]49.1 9.4:761.3 473)11.4 473.7 1985:7.29 49.0!875.54;'876.59 6.2 37.6!43.7 9.4!761.3 472/11.3 471.8 1985 7.30:69.0.875.74'-«876.68 6.1)46.6;52.7 9.3)761.4:470:11.3!470.0 1985 8 1 73.0 875.78 «876.74!6.2;52.9 59.1:9.4:761.4 472:11.33 472.2 1985 a 2:110.0.876.15 876.96:6.2!77.8.84.0 9.4:761.7!474,14.4)474.5 1985 8 3 98.0 876.03.876.98!6.2!80.6:86.8.9.5 761.7)476.11.4)4767 1985 8 4 87.0 875.92:876.94:6.2:74.8.81.1 9.5 761.6;478)1.5 478.9 1985 8 5,77.0:875.82)876.87)6.2!66.6,72.8 9.6.761.6!481;11.5 481.1 1985 8 6:68.0,875.73''876.79:6.2.58.0 64.2:9.6 761.5:483)11.6 483.4 1985 8 7 63.0 875.68 876.73:6.2:§1.6 57.8:97:761.4!485:11.6!485.6 1985 8 8.59.0:875.64)-'876.68'6.2)46.7:52.9:97:761.4:488:11,7 487.8 1985 8:9!63.0:875.68!876.69 6.2)46.9!53.1 9.7:761.4!490 11.8 490.0 1985 8:10:66.0;875.71:876.70 6.2]48.7/54.9 9.8:761.4!492 11.8 492.3 1985"8.1 63.0:875.68!876.69 6.2:47.7)53.9 98:761.4)494 11.9 494.5 1985 8 12 78.0'875.83:'876.77 6.2:56.0!62.2 9.9 761.4:496 11.9 496.7 1985 8 13 97.0 876.02 876.90 6.2:70.9:771:9.9)761.6:498 12.0 498.9 1985 8 14 87.0 875.92 876.90 6.2'70.9:774 10.0 761.6:501 12.0 501.2 1985.8 18 104.0 876,09:876.99)6.2;81.3 87.5 10.0!761.7:503 12.1 503.4 1985 8 16:99.0'876.04 877.00:6.2)82.2:88.4.10.0:761.7)505 12.1 505.6 1985 8 17 103.0,876.08:--877.02 6.2 85.0:91.2 10.1!761.7,507 12.2 507.8 1985 8 18 105.0.(876.10 -877.04 6.2:87.2!93.5"10.1;-761.7)509 12.2 510.1 1985 8 19:99.0.876.04 877.01 6.2:84.3!90.6"10.2:761.7!512 12.3 512.3 1985 8 20;04.0,875.99.876.98 62,80.1.86.4!10.2.761.6)514:12.3 5145 1985 8 21 86.0°875.91 876.93 6.2:73.6!79.8 10.3:761.6:516]12.4 516.7 1985 8 22 83.0 875.88 876.89 6.2)69.3,75.5;10.3:761.5:519:12.4 §19.0 1985 8 23 92.0.875.97,_876.92!6.2)73.0:79.2)10.4:761.6,521 12.5 §21.2 1985 cy 24 114.0 876.19:877.04;6.2!88.1!94.3 10.4;761.7 §23 12.5 §23.4 1985 8:25:114.0°876.19 877.09:6.2 93.9 100.1.10.4,761.7 525 12.6 525.6 1985 8 26 107.0.876.12,'877.07;6.3 91.6 97.9 10.5 761.7,527)12.7 527.9 1985 8.27:102.0.876.07;_-_-'877.04 6.3.87.6:93.9:10.5 761.7)529 12.7 §30.1 1985,8 28,100.0 876.05;877.02,6.2:84.8 91.1,10.6 761.6 532 12.8 §32.3 1985 8 29 98.0 876.03:_-'877.00)6.2'82.5'88.8,10.6:761.6 534 12.8 §34.5 1985 8 30 92.0 875.97'_876.86;6.2:77.9.84.2:10.7:761.6:536:12.9 536.8 1985 8 31 89.0 875.94._876.93.6.2)74.3 80.6:10.7 761.5 §38.12.9 §39.0 1985 9 1 88.0 875.93 _876.92!6.2'72.3,78.5:10.7:761.5;539:12.9 539.8 1985:9 2:88.0.875.93.876.911 6.2 71.5!77.8)10.7!761.5)540!13.0 540.6 eynolds ro Project TRIES 875.96 876.92 876.03 876.96 875.97 876.95: 875.90.876.91} 875.85!876.86: 875.80:876.62: 875.76:876.78 875.73 876.75: 876.04:876.90. 876.12)877.00: 876.09:877.02. 875.99 876.98" 875.95:876.94: 875.87,876.89 875.81,876.83. 875.79)876.80: 875.76!876.77; 875.71.876.73: 875.67'876.69, 875.64:876.66. 875.61.876.63: 875.59"876.60 875.63:876.62. 875.96:876.80: 876.12!876.96: 875.90:876.91 875.77 876.82 2/10}|«@}o]|wo]oo]0]0/0]0]0]o]0/0]0/0!0|0/0]0/0]0!0/0)0875.75 876.77 875.70 876.73 875.66 876.69 875.61 876.64) 875.58:876.60 875.57.876.58" 875.56 876.56: 875.53 876.54! 875.50;876.51 875.48:876.48 875.51/876.49' 875.57:876.53! 875.60 876.56) 875.53 876.54] 875.49 876.50: 875.46 876.46! 875.43)876.43! 875.41)876.40: 875.40"876.37: 875.39:876.36) 875.38)876.34: 875.37)876.33} 875.361 876.31! 875.36 876.30) 875.36!876.30) 875.36,876.30: 875.36!876.29 875.35 876.29 875.34 876.28. 875.33!876.26" 875.33:876.25: 875.32:876.24: 875.33)876.24 875.37;876.27 875.40.876.31 875.48:876.38 875.57:876.47 875.69"876.59 875.56!876.56: 875.46 876.49" 875.45 876.45 14.7) 875.42 876.41! 875.41 -_876.38: 875.38.876.35:14.8) 875.36)876.32.14.8 875.35.876.30:14.8 875.34:876.28.14.9 675.33!876.26:14.9 875.32:876.24:12.4i 14.9 875.32 876.23'12.4;15.0 875.31;876.22!12.4|15.0 1985.14 20 26.0 675.31:876.21:6.1,8.1!14.11 12.5 760.7!626 15.0 625.9 1985 1 21:26.0 875.31;876.21!6.1!7.81 13.9"12.5 760.7 627)15.0,627.1 1985 1 22 28.0 6875.33:876.22.6.1 85:148 12.5 760.7 628'15.1:628.3 1985:11 23:29.0,875.34]'876.23,6.1 9.3 15.4 12.5 760.7 629 15.1:629.5 1985!1 24:28.0 875.33'876.23!6.1 9.4 15.4 12.6 760.7 631 15.1!630.6 1985:11 25 26.0:875.31!876.22!6.41 8.5:14.5 12.6 760.7 632 15.2'631.8 1985:1 26 26.0'875.31 876.21!6.1;8.0:14.1 12.6 760.7 633:15.2:633.0 1985!11 27:31.0 875.36 876.24 6.1 9.9:15.9:12.6:760.7'634!15.2:634.2 1985;11 28 31.0 875.36 876.26,6.11 11.0,17.0!12.7!760.7!635!15.2:635.4 1985]11 29 30.0'875.35 876.26)6.1|11.1]17.2 12.7 760.7!637 15.3]636.6 1985:11 30:28.0'875.33 876.25!6.41 10.3)16.3 12.7 760.7;638 15.3!637.8 1985!11 31 26.0.875.31 876.23)6.1]8.9:15.0 12.7 760.7!639 15.3}639.0 1985;12 1 25.0 875.30.876.21:6.1 7.71 13.8 12.8 760.7:641 15.4!640.8 1985:12 2 25.0 875.30:'876.19:6.1 7.1 13.1 12.8 760.6 643 15.4;642.6 1985:12 3:25.0'875.301 876.19!6.1 6.7 12.7 12.8 760.6 644 15.5:644.4 1985)12 4 39.0;875.44;876.29)6.1!12.6 18.7 12.9 760.7 646 15.5)646.2) 1985 12 5.35.0:875.40'876.31!6.1!14.2!20.3 12.9 760.7 648 15.5:648.0 1985,12 6.28.0'875.33!876.27:6.1:11.8;17.8 12.9 760.7 650 15.6.649.8 1985.12 7,26.0:875.31.876.24!6.1 9.6!15.7 13.0 760.7!652:15.6,651.6 1985,12 8 25.0\875.30 876.21 6.1:8.0;14.1 13.0!760.6,653:15.7;653.4 1985:12 9 24.0 875.29|876.19 6.1!6.7!12.71 13.11 760.6!655!15.7!655.2 1985:12 10 24.0 875.29 876.17!6.1!5.9 12.0 13.1!760.6:657)15.8,657.0 1985 12 11 23.0 875.28 876.16)6.0!§.1:11.2)13.1)760.6:659 15.81 658.8 1985:12 12:23.0:875.28,876.15:6.0;4.6)10.6;13.2!760.6!661 15.9 660.6 1985.12 13 23.0:875.28,-_-876.14/6.0!4.3)10.3!13.2!760.6 662 15.9 662.4 1985 |12:14.22.0:875.27 876.13)6.0:3.7;9.7 13.2!760.5 664 15.9 664.2 1985:12 15 29.0:875.34 876.18)6.0;6.0:12.1 13.3|760.6 666 16.0 666.0 1985;12!16 440:875.49 876.31 6.0 14.3 20.4 13.3!760.7 668 16.0)667.8 1985,12'17!34.01 875.39 876.31 6.1 14.5 20.5 13.3 760.7 669 16.1!669.6 1985)12/18)29.0/875.34 876.28 6.1 12.1 18.2 13.4 760.7 671 16.1 671.4 1985!12 19°30.0:875.35 876.27 6.1 11.4 17.5 13.4 760.7 673 16.2 673.2 1985:12 20 103.0'876.08 876.71 6.1:49.7:§5.8|13.4 761.1,675}16.2 675.0 1985 42 21 62.0 875.67:876.67:6.2:45.5!51.6.13.5)761.1:676.16.2 676.8 1985 12 22 44.0 875.49 876.55.6.2:33.6:39.8:13.5 760.9,678)16.3)678.6 1985:12 23 §8.0 875.63 876.58)6.1:36.2;42.3 13.51 761.0:680)16.3'680.4 1985 12 24 56.0 875.61 -876.58°6.11 36.3:42.4 13.6 761.0 682!16.4 682.2 1985:42 25 73.0.875.78 876.68]6.1;45.8!52.0 13.6 761.4 684|16.4 684.0 1985:42 26 65.0;875.70 876.67)6.2 45.51 51.6 13.6 761.0 685.16.5 685.8 1985:12 27°48.0.875.53)876.57 6.2 35.7 41.9 13.7 760.9 687 16.5)687.6 1985!12 28:41.0 875.46:876.48 6.1 27.8 33.9 13.7 760.9 689 16.5}689.4 1985:12 29!37.0°875.42:876.42 6.1 22.2 28.3 13.8 760.8 691)16.6;691.2 1985 12:30°41.0 875.46 876.41 6.1 21.6 27.8 13.8 760.8 693!16.61 693.0 60.5:875.64.'876.50!6.11 42.4)48.6:11.91 761.0:600:14.41 600.0 ]i |{\'|5,254) :i {|||j 1 ;'y i {i Reynolds Creek Hydro Project 38 of 38 TBAB REYNOLDS CREEK HYDROELECTRIC PROJECT DAILY POWER CALCULATION SPREADSHEET INPUT DATA --CASE 2R -600 KW LOAD,1500 KW RUN-OF-RIVER PROJECT 1985 12 30 BEGINNING RESERVOIR ELEVATION,FT SPILLWAY CREST ELEVATION,FT MINIMUM RESERVOIR ELEVATION,FT SPILLWAY CREST LENGTH,FT |SPILLWAY CREST COEFFICIENT TURBINE CENTERLINE ELEVATION __ TURBINE MAXIMUM FLOW PENSTOCK LENGTH,FT TURBINE MINIMUM FLOW PENSTOCK DIAMETER,IN GENERATOR MAXIMUM CAPACITY PENSTOCKn | PENSTOCK MINOR LOSS k RESERVOIR AREA-CAPACITY CURVE RESERVOIR RULE CURVE INSTREAM FLOW ELEVATION AREA CAPACITY MONTH ELEVATION MONTH OCTOBER OCTOBER NOVEMBER NOVEMBER DECEMBER DECEMBER JANUARY JANUARY FEBRUARY FEBRUARY MARCH MARCH APRIL APRIL MAY MAY JUNE JUNE JULY JULY AUGUST AUGUST SEPTEMBER SEPTEMBER PLANT EFFICIENCY AVERAGE LOAD TURBINE {GENERATOR MONTH LOAD,KW OCTOBER 693 NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER FLOWS,CFSREYNOLDS CREEK HYDROELECTRIC PROJECT FLOW DURATION CURVES -CASE 2 -RUN OF RIVER OPERATION a ee pe et ee ee ee a eee pen re rr rr rr rr rrr rr rr rrr tm rrr bt rrr rrr rn beer tr rt ee FLOW INTO BYPASSED REACH wee ee ee ee ee eb ee ee eee he ee ee eee gh ee ee ee eg Fe ee a ee ee eee be ee ee ee ee ee bee ee ee ee eee eee ee eee ee ep ee ne ee ee ee ee ee eee QDI fo OC -------+-oe ee +yg -----ee |-tr rn tr rr rr rr tr rr ee wee ee ee nee eb eee ee ee ee eb ee ee ee eee ne Soornssseess t+------->RELEASE TO POWER PLANT Korres SAataas eae Sa INSTREAM FLOW RELEASE ' aa <- a SA SO Se 0 10 20 30 40 50 60 70 80 90 100 PERCENT OF TIME EXCEEDED LAKEMELLENSTAGE,FEETREYNOLDS CREEK HYDROELECTRIC PROJECT STAGE DURATION CURVES -CASE 2 -RUN OF RIVER OPERATION 0 10 20 30 40 50 60 70 80 PERCENT OF TIME EXCEEDED 90 100 LOADANDGENERATION,KW800 700 600 500 400 300 200 100 REYNOLDS CREEK HYDROELECTRIC PROJECT LOAD DURATION CURVES -CASE 2 -RUN OF RIVER OPERATION |eee ee ee ee ee he ee ee ee ee de ee he ne ee hi ee ee ee de ee ee ee ee ee te ee ee ee be ee eee ee 0 10 20 30 40 50 60 70 80 90 PERCENT OF TIME EXCEEDED REYNOLDS CREEK HYDROELECTRIC PROJECT DAILY POWER CALCULATION SPREADSHEET INPUT DATA --CASE 3S -1500 KW LOAD,1500 KW STORAGE PROJECT 1985 12 30 BEGINNING RESERVOIR ELEVATION,FT SPILLWAY CREST ELEVATION,FT MINIMUM RESERVOIR ELEVATION,FT SPILLWAY CREST LENGTH,FT ||SPILLWAY CREST COEFFICIENT TURBINE CENTERLINE ELEVATION | TURBINE MAXIMUM FLOW PENSTOCK LENGTH,FT TURBINE MINIMUM FLOW PENSTOCK DIAMETER,IN GENERATOR MAXIMUM CAPACITY PENSTOCKn | PENSTOCK MINOR LOSS k RESERVOIR AREA-CAPACITY CURVE RESERVOIR RULE CURVE INSTREAM FLOW ELEVATION AREA CAPACITY MONTH ELEVATION MONTH FLOW,CFS OCTOBER SS OCTOBER NNER ERE NOVEMBER NOVEMBER DECEMBER DECEMBER JANUARY JANUARY FEBRUARY FEBRUARY MARCH MARCH APRIL APRIL MAY MAY JUNE JUNE JULY JULY AUGUST AUGUST SEPTEMBER SEPTEMBER PLANT EFFICIENCY AVERAGE LOAD TURBINE |GENERATOR COMBINED MONTH 0 OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER LAKEMELLENSTAGE,FEETREYNOLDS CREEK HYDROELECTRIC PROJECT STAGE DURATION CURVES -CASE 3 -STORAGE OPERATION 0 10 20 30 40 50 60 70 80 PERCENT OF TIME EXCEEDED 90 100 FLOWS,CFSREYNOLDS CREEK HYDROELECTRIC PROJECT FLOW DURATION CURVES -CASE 3 -STORAGE OPERATION wt ee eee ee ee Re He ee ee et er rr er tt rr rt rr rr rt er rr nr rt rr terete rt tr ter eee eee ee ete ee ee ee et ee eee ee ee eb ee ee eg be ee ee ee eh ee ee ee ee ee bee eb ee ee be eee nee be ee ee ee ee eee |a FLOWINTO 3 |ee ee bevceeenetS mK BYPASSEDREACH---0-0-0-0-7 Stag ssecececbecsececececeefeseeeeeeccefeces reece 10 20 30 40 50 60 |70 80 90 100 PERCENT OF TIME EXCEEDED LOADANDGENERATION,KW1,600 1,400 1,200 4,000 800 600 400 200 REYNOLDS CREEK HYDROELECTRIC PROJECT LOAD DURATION CURVES -CASE 3 -STORAGE OPERATION a SR RDM OSA SO wee ee eb eee ee ee eb ee ee be ee ee ee ee ee be ee i ee ei ee be ee ee ee ee ee ee ee be ee ee be ee eee Gee ee eee eee ee ee ep ep re te re pe pe rrr rrr re rrr re rere ee eee eee a a SO ae ee ee Se ne Sw i ini!Snaemoiny a SO (mee SO Se Se a a ear 10 20 30 40 50 60 70 80 90 PERCENT OF TIME EXCEEDED 100 REYNOLDS CREEK HYDROELECTRIC PROJECT DAILY POWER CALCULATION SPREADSHEET INPUT DATA --CASE 3R -1500 KW LOAD,1500 KW RUN-OF-RIVER PROJECT 12 30 BEGINNING RESERVOIR ELEVATION,FT SPILLWAY CREST ELEVATION,FT MINIMUM RESERVOIR ELEVATION,FT SPILLWAY CREST LENGTH,FT SPILLWAY CREST COEFFICIENT TURBINE CENTERLINE ELEVATION | TURBINE MAXIMUM FLOW PENSTOCK LENGTH,FT TURBINE MINIMUM FLOW PENSTOCK DIAMETER,IN GENERATOR MAXIMUM CAPACITY PENSTOCKn | PENSTOCK MINOR LOSS k RESERVOIR AREA-CAPACITY CURVE RESERVOIR RULE CURVE INSTREAM FLOW ELEVATION AREA CAPACITY MONTH ELEVATION MONTH FLOW,CFS OCTOBER OCTOBER eed ere NOVEMBER NOVEMBER DECEMBER DECEMBER JANUARY JANUARY FEBRUARY FEBRUARY MARCH MARCH APRIL APRIL MAY MAY JUNE JUNE JULY JULY AUGUST AUGUST SEPTEMBER SEPTEMBER PLANT EFFICIENCY AVERAGE LOAD TURBINE GENERATOR MONTH OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER FLOWS,CFSREYNOLDS CREEK HYDROELECTRIC PROJECT FLOW DURATION CURVES -CASE 3 -RUN-OF-RIVER OPERATION INFLOW TO LAKE MELLEN eee ee ee ee ee wp ee ee ie ee ep ee ee ee ee ne ee eg ef -ee i ee re ne re ee epee ee nee ee eee wee eee ee eee eb eee ee ee eh ee ee ee ee eb ee ee ee gy be ee ee ee eb ee eee ee ee be ee ee ee ee eb ee ee be ee ee ee dee ee ee ee ee '___FLOWINTO«BYPASSED REACH|ett ee ee ee ee ee ee eu ee eee we ee ew en tp +re re rr re er rr rr te rr eee RELEASE TO POWER PLANT Pal we ee eee pe ne ep rr pt re ne repr re eee 10 20 30 40 50 60 70 80 90 100 PERCENT OF TIME EXCEEDED LAKEMELLENSTAGE,FEETREYNOLDS CREEK HYDROELECTRIC PROJECT STAGE DURATION CURVES -CASE 3 -RUN OF RIVER OPERATION 0 10 20 30 40 50 60 70 80 PERCENT OF TIME EXCEEDED 90 100 LOADANDGENERATION,KW1,600 1,400 1,200 1,000 800 600 400 |-- 200 REYNOLDS CREEK HYDROELECTRIC PROJECT LOAD DURATION CURVES -CASE 3 -RUN OF RIVER OPERATION 10 20 30 40 50 60 70 80 90 100 PERCENT OF TIME EXCEEDED . REYNOLDS CREEK HYDROELECTRIC PROJECT DAILY POWER CALCULATION SPREADSHEET INPUT DATA --CASE 4S -2000 KW LOAD,5000 KW STORAGE PROJECT 1985 12 30 SPILLWAY CREST ELEVATION,FT SPILLWAY CREST LENGTH,FT SPILLWAY CREST COEFFICIENT BEGINNING RESERVOIR ELEVATION,FT MINIMUM RESERVOIR ELEVATION,FT | TURBINE CENTERLINE ELEVATION TURBINE MAXIMUM FLOW TURBINE MINIMUM FLOW GENERATOR MAXIMUM CAPACITY | PENSTOCK LENGTH,FT PENSTOCK DIAMETER,IN PENSTOCKn | PENSTOCK MINOR LOSS k RESERVOIR AREA-CAPACITY CURVE RESERVOIR RULE CURVE INSTREAM FLOW CAPACITY MONTH ELEVATION MONTH FLOW,CFS Se 3 OCTOBER OCTOBER NOVEMBER NOVEMBER DECEMBER DECEMBER JANUARY JANUARY FEBRUARY FEBRUARY MARCH MARCH APRIL APRIL MAY MAY JUNE JUNE JULY JULY AUGUST :AUGUST SEPTEMBER f[SEPTEMBER PLANT EFFICIENCY AVERAGE LOAD MONTH LOAD,KWTURBINE|GENERATOR XFRMR COMBINED 2308:Be)0%::OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER FLOWS,CFSREYNOLDS CREEK HYDROELECTRIC PROJECT FLOW DURATION CURVES -CASE 4 -STORAGE OPERATION wee ee eee ee Qe ee i ee ee ee rr en ee in re rr rr rr rr rr rr rr rrr errr rrr rrr ers rrr ter rrr rt tet se oeseseeeeeesoN FLOW INTO ee BYPASSED REACH !!! 10 20 30 40 50 60 70 80 90 100 PERCENT OF TIME EXCEEDED LAKEMELLENSTAGE,FEETREYNOLDS CREEK HYDROELECTRIC PROJECT STAGE DURATION CURVES -CASE 4 -STORAGE OPERATION 0 10 20 30 40 50 60 70 80 PERCENT OF TIME EXCEEDED 90 100 LOADANDGENERATION,KW3,000 2,500 2,000 1,500 1,000 500 REYNOLDS CREEK HYDROELECTRIC PROJECT LOAD DURATION CURVES -CASE 4 -STORAGE OPERATION wee eee ee eee eh ee ee ee ee eb ee ee ee eee ee ee ee be ee ee ee eb ee ee hb ee ee ee ee ee ee ee he ee ee ee ee ee ee eee 10 20 30 40 50 60 |70 80 90 100 PERCENT OF TIME EXCEEDED REYNOLDS CREEK HYDROELECTRIC PROJECT DAILY POWER CALCULATION SPREADSHEET INPUT DATA --CASE 4R -2000 KW LOAD,5000 KW RUN-OF-RIVER PROJECT 1985 12 30 BEGINNING RESERVOIR ELEVATION,FT SPILLWAY CREST ELEVATIO N,FT MINIMUM RESERVOIR ELEVATION,FT SPILLWAY CREST LENGTH,FT SPILLWAY CREST COEFFICIENT| TURBINE CENTERLINE ELEVATION TURBINE MAXIMUM FLOW PENSTOCK LENGTH,FT TURBINE MINIMUM FLOW PENSTOCK DIAMETER,IN GENERATOR MAXIMUM CAPACITY PENSTOCKn | PENSTOCK MINOR LOSS k RESERVOIR AREA-CAPACITY CURVE RESERVOIR RULE CURVE INSTREAM FLOW ELEVATION AREA CAPACITY MONTH ELEVATION MONTH FLOW,CFS 0 OCTOBER r2 OCTOBER NOVEMBER NOVEMBER DECEMBER DECEMBER JANUARY JANUARY FEBRUARY FEBRUARY MARCH MARCH APRIL APRIL MAY MAY JUNE JUNE 5 JULY JULY 901 AUGUST AUGUST 40 SEPTEMBER SEPTEMBER PLANT EFFICIENCY AVERAGE LOAD GENERATOR XFRMR COMBINED MONTH LOAD,KW OCTOBER NOVEMBER 230 DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER FLOWS,CFSREYNOLDS CREEK HYDROELECTRIC PROJECT FLOW DURATION CURVES -CASE 4 -RUN OF RIVER OPERATION we ee eee Hee Qe ee ee ee ee ee fee ee a -- e r rn r r n e r t e rr rrttre rr r teee wee ee eee ee eh |eee ee ee ee ee ee gt eee ee ee ee ee ee rb ee ee ee ee ee eb ee ee i eh ee eb ee ee ee eee ee ee cn.Cie,Ati Ce nee i ers RELEASETO AT "tePOWERPLANT: we ep ee pe ee ne ee ee re lige =rr rr rr rt tt tn ee peer reece 0 10 20 30 40 50 60 70 80 90 100 PERCENT OF TIME EXCEEDED LAKEMELLENSTAGE,FEETREYNOLDS CREEK HYDROELECTRIC PROJECT STAGE DURATION CURVES -CASE4 -RUN OF RIVER OPERATION 0 10 20 30 40 50 60 70 80 PERCENT OF TIME EXCEEDED 90 100 LOADANDGENERATION,KWREYNOLDS CREEK HYDROELECTRIC PROJECT LOAD DURATION CURVES -CASE 4 -RUN OF RIVER OPERATION 3,000 2500)ne ee a eS 2,000 |--------- an a No ee ee beet beneetefee 4,500 :GENERATION 1,000 |on ne ans een ane aR a,En a t v i t t t '1 Al ''1 't ''t 't 1 't '''X00 ee oeescee.nae ,Uy i i '4 1 Ly 1 ''i a 't a ' 0 10 20 30 40 50 60 70 80 90 100 PERCENT OF TIME EXCEEDED REYNOLDS CREEK HYDROELECTRIC PROJECT DAILY POWER CALCULATION SPREADSHEET INPUT DATA --CASE 5S -5000 KW LOAD,5000 KW STORAGE PROJECT 1985 12 30 BEGINNING RESERVOIR ELEVATION,FT SPILLWAY CREST ELEVATION,FT MINIMUM RESERVOIR ELEVATION,FT SPILLWAY CREST LENGTH,FT |SPILLWAY CREST COEFFICIENT TURBINE CENTERLINE ELEVATION Ce _ TURBINE MAXIMUM FLOW PENSTOCK LENGTH,FT TURBINE MINIMUM FLOW PENSTOCK DIAMETER,IN GENERATOR MAXIMUM CAPACITY PENSTOCK n | PENSTOCK MINOR LOSS k RESERVOIR AREA-CAPACITY CURVE RESERVOIR RULE CURVE INSTREAM FLOW ELEVATION AREA CAPACITY MONTH ELEVATION MONTH FLOW,CFS OCTOBER _f OCTOBER NOVEMBER NOVEMBER DECEMBER DECEMBER JANUARY JANUARY FEBRUARY FEBRUARY MARCH MARCH APRIL APRIL MAY MAY JUNE JUNE JULY JULY AUGUST AUGUST SEPTEMBER SEPTEMBER | PLANT EFFICIENCY AVERAGE LOAD %FLOW TURBINE |GENERATOR XFRMR TLINE COMBINED MONTH LOAD,KW ::O%a)OCTOBER 5 NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER f: FLOWS,CFSREYNOLDS CREEK HYDROELECTRIC PROJECT FLOW DURATION CURVES -CASE 5 -STORAGE OPERATION 120.0 x 100.0 ee,en oe eeeeceeechececeeceeeeeebeeceeetettetbeeeeeereeees ed we ee ee ee he ee ee be ee ee ee ee RELEASETO POWER PLANT 80.0 eee eee eee ee aa.Cn,nn a i eee eee eee t eee eee eee eee Sn Decneeeeee 60.0 a prt TTT rst POT TTT TTT NRE Trott rae TTT Te ee ee prTT TT TTT Ts TOT TTT Te prUT TT TT sss ' INFLOW TO LAKE MELLENacFLOWINTOBYPASSEDREACHFLOWTO;L OK a nn en,SUE Ss Se ne es INSTREAM FLOW RELEASE 20.0 }-----4-----,wee ee be be bee eee ee bee nD TE ee A it 0.0 10 20 30 40 50 60 70 80 90 100 PERCENT OF TIME EXCEEDED LAKEMELLENSTAGE,FEETREYNOLDS CREEK HYDROELECTRIC PROJECT STAGE DURATION CURVES -CASE 5 -STORAGE OPERATION 0 10 20 30 40 50 60 70 80 PERCENT OF TIME EXCEEDED 90 100 LOADANDGENERATION,KWREYNOLDS CREEK HYDROELECTRIC PROJECT LOAD DURATION CURVES -CASE 5 -STORAGE OPERATION 6,000 5,000 3 ::: |:!"S LOAD 4,000 |-.------.---bo be bocce ates bo eeceeeecseefeceeeeeeees csheceetececcecfecceceess ebeseseeeees hee 8,000 fh fe ae bred ncienechtccennrhnrncne fantsse fcicinn GENERATION2000|ee aE eeee 'a '''''' '1 ''''t '' '''''''t )4.000 |-----------2-be eee ee eee nnn be ee bee eb ee ee bec ee Mie Ledeen eee eeet'1 ''''''' ''''''t ' ''''''''' 0 10 20 30 40 50 60.70 80 90 100 PERCENT OF TIME EXCEEDED REYNOLDS CREEK HYDROELECTRIC PROJECT -DAILY POWER CALCULATION SPREADSHEET INPUT DATA --CASE 5R -5000 KW LOAD,5000 KW RUN-OF-RIVER PROJECT 1985 12 30 BEGINNING RESERVOIR ELEVATION,FT SPILLWAY CREST ELEVATION,FT MINIMUM RESERVOIR ELEVATION,FT SPILLWAY CREST LENGTH,FT SPILLWAY CREST COEFFICIENT TURBINE CENTERLINE ELEVATION _ TURBINE MAXIMUM FLOW PENSTOCK LENGTH,FT TURBINE MINIMUM FLOW PENSTOCK DIAMETER,IN GENERATOR MAXIMUM CAPACITY PENSTOCK n | PENSTOCK MINOR LOSS k RESERVOIR AREA-CAPACITY CURVE RESERVOIR RULE CURVE INSTREAM FLOW ELEVATION AREA CAPACITY MONTH ELEVATION MONTH FLOW,CFS SEGRSA TESHEereRaEN eae OCTOBER ---s OCTOBER Se NOVEMBER NOVEMBER DECEMBER DECEMBER JANUARY JANUARY FEBRUARY FEBRUARY MARCH MARCH APRIL APRIL MAY MAY JUNE JUNE JULY JULY AUGUST AUGUST SEPTEMBER SEPTEMBER |: PLANT EFFICIENCY AVERAGE LOAD %FLOW TURBINE |GENERATOR XFRMR TLINE COMBINED MONTH LOAD,KW 0%:0%:0%:Q OCTOBER 5000: NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER |: LAKEMELLENSTAGE,FEETREYNOLDS CREEK HYDROELECTRIC PROJECT STAGE DURATION CURVES -CASE5 -RUN OF RIVER OPERATION 0 10 20 30 40 50 60 70 80 PERCENT OF TIME EXCEEDED 90 100 FLOWS,CFS400.0 |\.-.--.------,---My ete a a ee 80.0 |-].--.-------0------------tee bonne ee eee eben eee ee bee eee bee ee bee eee ee ee INFLOW TO LAKE MELLEN 60.0 |--}---------possesses ee ie Ceseee feeece es re 'ELOWINTO -_-BYPASSED REACH Cs en Sn ee ee en Re ee es ne SPILL |RELEASE TO POWER PLANT 20.0 |-.------\--b---2-22 ee {eseeeeeescees ren oe i ee INSTREAM FLOW RELEASE 0.0 REYNOLDS CREEK HYDROELECTRIC PROJECT FLOW DURATION CURVES -CASE 5 -RUN OF RIVER OPERATION 10 20 30 40 50 60 70 80 90 100 PERCENT OF TIME EXCEEDED LOADANDGENERATION,KWREYNOLDS CREEK HYDROELECTRIC PROJECT LOAD DURATION CURVES -CASE §-RUN OF RIVER OPERATION 6,000 5,000 ..:a LOAD 4,000 |-eeehee PNQ b b be bo ee ee eee 8,000 Joann a 'GENERATION 2,000 |------------is Se see nnn ns Came peees Con On ere reas Ete neneeeees: 1,000 |------------.beeen en ee cer oa eet eee 0 10 20 30 40 50 60 70 80 90 100 PERCENT OF TIME EXCEEDED Applicant's Response to Additional Information Request APPENDIX F ANNUAL VALUE OF CHANGE IN POWER GENERATION BACKUP CALCULATIONS Reynolds Creek Hydroelectric Project August 3,1998 FERC Project No,11480 REYNOLDS CREEK HYDROELECTRIC PROJECT LIFECYCLE COST IMPACTS OF CHANGE TO RUN-OF-RIVER OPERATION .GENERATION PROJECTED ANNUAL LOAD,MWH AVERAGE ANNUAL GENERATION,MWH |LOSS DUE TO RUN-OF- RIVER REMAINDER BLACK BEAR REYNOLDS |OPERATION,YEAR |HYDABURG POW TOTAL LAKE SOUTH FORK:CREEK MWH 2000 2,280 25,063 27,343 23,000 4,343 2,280 23 2001 2,304 25,422 27,726 23,000 4,726 2,304 24 2002 2,328 25,787 28,115 23,000 §,115 2,328 24 2003 2,353 28,509 30,862 23,000 6,000 1,862 10 2004 2,377 28,910 31,287 23,000 6,000 2,287 23 2005 2,403 29,315 31,718 23,000 6,000 2,718 36 2006 2,428 29,728 32,156 23,000 6,000 3,156 49 2007 2,454 30,145 32,599 23,000 6,000 3,599 62 2008 2,480 30,569 33,049 23,000 6,000 4,049 76 2009 2,507 30,999 33,506 23,000 6,000 4,506 90 2010 2,534 31,435 33,969 23,000 6,000 4,969 103 2011 2,562 31,876 34,438 23,000 6,000 5,438 127 2012 2,590 32,325 34,915 23,000 6,000 §,915 165 2013 2,618 32,780 35,398 23,000 6,000 6,398 204 2014 2,647 33,241 35,888 23,000 6,000 6,888 243 2015 2,676 33,709 36,385 23,000 6,000 7,385 283 2016 2,705 34,184 36,889 23,000 6,000 7,889 323 2017 2,736 34,665 37,401 23,000 6,000 8,401 364 2018 2,766 35,154 37,920 23,000 6,000 8,920 406 2019 2,797 35,650 38,447 23,000 6,000 9,447 448 2020 2,829 36,152 38,981 23,000 6,000 9,981 491 2021 2,860 36,662 39,522 23,000 6,000 10,522 535 2022 2,893 37,179 40,072 23,000 6,000 11,072 579 2023 2,926 37,703 40,629 23,000 6,000 11,629 623 2024 2,959 38,236 41,195 23,000 6,000 12,195 669 2025 2,993 38,775 41,768 23,000 6,000 12,768 786 2026 3,027 39,323 42,350 23,000 6,000 13,350 915 2027 3,062 39,878 42,940 23,000 6,000 13,940 1,047 2028 3,098 40,441 43,539 23,000 6,000 14,539 1,180 2029 3,134 41,013 44,147 23,000 6,000 15,147 1,316 2030 3,170 41,593 44,763 23,000 6,000 15,763 1,279 2031 3,205 42,179 45,384 23,000 6,000 16,384 1,243 2032 3,241 42,772 46,013 23,000 6,000 17,013 1,205 2033 3,277 43,374 46,651 23,000 6,000 17,651 1,167 2034 3,313 43,985 47,298 23,000 6,000 18,298 1,129 2035 3,350 44,604 47,954 23,000 6,000 18,954 1,090 2036 3,387 45,232 48,619 23,000 6,000 19,619 1,050 2037 3,425 45,869 49,293 23,000 6,000 20,293 1,010 2038 3,463 46,514 49,977 23,000 6,000 20,977 969 2039 3,501 47,169 50,670 23,000 6,000 21,670 928 2040 3,540 47,833 51,373 23,000 6,000 22,300 891 2041 3,579 48,506 62,085 23,000 6,000 22,300 891 2042 3,619 49,188 52,807 23,000 6,000 22,300 891 2043 3,659 49,881 53,540 23,000 6,000 22,300 891 2044 3,700 50,582 54,282 23,000 6,000 22,300 891 2045 3,741 51,294 55,035 23,000 6,000 22,300 891 2046 3,782 52,016 55,798 23,000 6,000 22,300 891 2047 3,824 52,748 56,572 23,000 6,000 22,300 891 2048 3,867 53,490 §7,356 23,000 6,000 22,300 891 2049 3,910 54,242 58,152 23,000 6,000 22,300 891 2050 3,953 55,005 58,958 23,000 6,000 22,300 891 AVG.3,097 40,258 43,355 23,460 6,044 13,156 642 Page 1 q REYNOLDS CREEK HYDROELECTRIC PROJECT LIFECYCLE COST IMPACTS OF CHANGE TO RUN-OF-RIVER OPERATION RATE:3.20%2.70%7.00%7.00% COST OF CHANGE TO RUN MARGINAL COST OF ALTERNATIVE SOURCE OF POWER OF-RIVER OPERATION DISCOUNTED MARGINAL {|MARGINAL TOTAL DISCOUNTEDFUELCOST,|FUEL COST,}VAR.O&M,COST,COST,COST,COST, YEAR $/GAL $/KWH $/KWH $/KWH $/KWH $1000 $1000 2000 1.10 0.085 0.014 0.095 0.083 2.2 1.9 2001 1.13 0.087 0.011 0.098 0.080 2.4 1.9 2002 1.17 0.090 0.011 -0.101 0.077 2.4 1.9 2003 1.21 0.093 0.012 0.105 0.075 1.0 0.7 2004 1.25 0.096 0.012 0.108 0.072 2.5 1.7 2005 1.29 0.099 0.012 0.111 0.069 4.0 2.5 2006 1.33 0.102 0.013 0.115 0.067 5.6 3.3 2007 1.37 0.105 0.013 0.118 0.064 7.3 4.0 2008 1.41 0.109 0.013 0.122 0.062 9.3 47 2009 1.46 0.112 0.044 0.126 0.060 11.3 5.4 2010 1.51 0.116 0.014 0.130 0.058 13.4 5.9 2011 1.55 0.120 0.015 0.134 0.056 17.0 7A 2012 1.60 0.123 0.015 0.138 0.054 22.8 8.8 2013 1.66 0.127 0.015 0.143 0.052 29.1 10.5 2014 1.71 0.134 0.016 0.147 0.050 35.8 12.1 2015 1.76 0.136 0.016 0.152 0.048 42.9 13.6 2016 1.82 0.140 0.017 0.157 0.046 50.6 15.0 2017 1.88 0.144 0.017 0.161 0.045 58.8 16.3 2018 1.94 0.149 0.017 0.167 0.043 67.6 17.5 2019 2.00 0.154 0.018 0.172 0.041 77.0 18.6 2020 2.06 0.159 0.018 0.177 0.040 87.0 19.6 2021 2.13 0.164 0.019 0.183 0.039 97.8 20.6 2022 2.20 0.169 0.019 0.189 0.037 109.2 21.5 2023 2.27 0.174 0.020 0.194 0.036 121.2 22.3 2024 2.34 0.180 0.021 0.201 0.035 134.2 23.1 2025 2.42 0.186 0.021 0.207 0.033 162.6 26.2 2026 2.49 0.192 0.022 0.213 0.032 195.3 29.4 2027 2.57 0.198 0.022 0.220 0.031 230.5 32.4 2028 2.66 0.204 0.023 0.227 0.030 267.9 35.2 2029 2.74 0.211 0.023 0.234 0.029 308.2 37.8 2030 2.83 0.218 0.024 0.242 0.028 309.0 35.5 2031 2.92 0.224 0.025 0.249 0.027 309.8 33.2 2032 3.01 0.232 0.025 0.257 0.026 309.8 31.0 2033 3.11 0.239 0.026 0.265 0.025 309.4 29.0 2034 3.21 0.247 0.027 0.274 0.024 308.8 27.0 2035 3.31 0.255 0.028 0.282 0.023 307.5 25.2 2036 3.42 0.263 0.028 0.291 0.022 305.6 23.4 2037 3.53 0.271 0.029 0.300 0.021 303.2 21.7 2038 3.64 0.280 0.030 0.310 0.021 300.1 20.0 2039 3.75 0.289 0.031 0.319 0.020 296.4 18.5 2040 3.87 0.298 0.031 0.329 0.019 293.6 17.1 2041 4.00 0.308 0.032 0.340 0.019 302.8 16.5 2042 4.13 0.317 0.033 0.351 0.018 312.4 15.9 2043 4.26 0.328 0.034 0.362 0.017 322.2 15.3 2044 4.39 0.338 0.035 0.373 0.017 332.4 14.8 2045 4.54 0.349 0.036 0.385 0.016 342.9 14.3 2046 4.68 0.360 0.037 0.397 0.015 353.7 13.7 2047 4.83 0.372 0.038 0.409 0.015 364.8 13.3 2048 4.98 0.383 0.039 0.422 0.014 376.3 12.8 2049 5.14 0.396 0.040 0.436 0.014 388.2 12.3 2050 §.31 0.408 0.041 0.449 0.013 400.4 11.9 AVG.2.74 0.211 0.023 0.234 0.039 180.5 16.9 Page 2