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GVEA Northern Intertie Project Scope 1994
GOLDEN VALLEY ELECTRIC ASSOCIATION INC.Box 71249,Fairbanks,Alaska 99707-1249,Phone 907-452-1151 February 16,1994 VIA_TELEFAX Tom Stahr,IPG Chairman Municipal Light &Power RE:IPG Agenda for the February 24,1994 Meeting Dear Ton, I will be out of the office until February 22,1994.GVEA will not be receiving the Geotechnical Proposals until late that afternoon.This will not leave adequate time for evaluation of the proposals and getting the packets out to the IPG members in time for their review prior to the February 24 IPG meeting. Therefore I would like to propose several Healy-to-Fairbanks intertie items which would be for "presentation only"at the IPG meeting,with a conference call meeting to follow within a week for approval of the presented items. 1.Approval of Scope a.Approval of 230 kv vs.138 kv construction b.Approval of general size and location of Reactive Compensation 2.Approval of Power Technologies Inc.Proposal -$19,371.00 3.Approval of Land Field Services Proposal -$14,267.00 4.Approval of Substation and Engineering Design Proposal 5.Approval of Geotechnical Investigations Proposal 6.Submittal of the DRAFT Construction Management Agreement We will have materials related to the above items at the IPG meeting. Best regards, 4o-Michael P.Kelly General Manager cc:Intertie Participants Group January 3,1994 NORTHERN INTERTIE SCOPE Healy to Fairbanks INTRODUCTION Over the past several years there have been several system, engineering,and economic studies,all of which have helped define the transmission line costs,route,SVC location and sizing.The Northern Intertie (HF-138)consisted of a new 100 mile transmission line from Healy to Fairbanks,plus reactive compensation (AF-100) which was required to increase the intertie capacity to a 100 MW level. Two alternative routes were selected for the HF-138 transmission line.The North and South routes both of which are shown on the attached map.The northern line is expected to be constructed of towers which will consist of weathering steel X-frame structures. All river crossings will be accomplished with overhead spans.The northern line does not include any submarine crossings nor are any underground sections anticipated. Substation modifications to accommodate the new intertie were proposed to be needed at Ft.Wainwright and at Healy. The reactive compensation added with the AF-100 was proposed to consist of SVS (static var compensation)additions that would be installed at Healy,Ft.Wainwright,and Teeland substations.Power Technologies,Inc.provided system analysis to size the SVC additions at approximately 200 MVar capacity to the existing 77 MVar now installed at Teeland,Healy and Gold Hill substations. NORTHERN INTERTIE SCOPE -PROPOSED FOR CONSTRUCTION TRANSMISSION LINE Several sub-routes have been added to the existing alternative routes which were selected for the HF-138 transmission line.All the proposed routes are shown on the attached map.The proposed line is expected to be constructed of 230 kV towers which will mainly consist of weathering steel X-frame structures.Although the line is proposed to be constructed for 230 kV,the line will initially be operated at 138 kV.All river crossings will be accomplished with overhead spans and are not proposed to include any submarine crossings or any underground sections. January 3,1994 NORTHERN INTERTIE SCOPE Healy to Fairbanks page 2 SUBSTATIONS Substation modifications to accommodate the new breaker bays are proposed to be added at Healy and Teeland. A new substation (Wilson Sub.)is proposed near 30th and Lathrop located by the existing GVEA 69 kV and 138 kV lines,and the FMUS 69 kV back door tie.The new substation will be the northern terminal of the intertie,and site of the northern SVC.The proposed substation will have five 138 kV breakers bays with two ties to the existing GVEA GHS-FWS 138 kV line,one to the newintertie,one for the new SVC installation,and one for a 60/80/100 MVA,138 kV to 69kV transformer.The 69 kV portion of thesubstationwillhavefour69kVbreakerbayswithoneforthe transformer,one to Gold Hill,one to Ft.Wainwright,and one to the FMUS back door tie.See attached sketch. REACTIVE COMPENSATION Based on a review of the SVC sizing by Power Technologies,Inc,as part of the Healy Clean Coal Studies,alternate placement of SVC is being recommended.The alternative placement will allow for strategic placement of SVC devices and will reduce the SVC capacity required for the same transfers limits. A new substation (Igloo Sub.)is proposed thirty five miles south of Cantwell near Igloo on the Parks Highway.The placement of the Svc at this location provides the same transfer capacity as AF-100 but requires less SVC capacity due to is optimal placement in the intertie.The Igloo SVC is proposed to be sized at 40 MVar capacitive and 10 MVar inductive (based on steady state needs +10 MVar swing room),and will have breakers bays for two ties to the existing Anch -Fbks Intertie,and one for the new SVC installation. A new SVC will be installed at the northern terminal of the intertie in the proposed Wilson substation.The Wilson SVC is proposed to be sized at 50 MVar capacitive and 10 MVar inductive (based on steady state needs +10 MVar swing room).The EPRI EnergyStoragestudywillbeanalyzedforbenefitsofinstallationofan energy storage controller in lieu of the Static Var compensation controller.This potential revision in scope would change the SVCcontrols(which provide for leading /lagging Var generation only), to a controller for a Battery Energy Storage (BES)or Super-conducting Magnetic Energy Storage (SMES)system (which will provide for the generation of in and out power,and leading or lagging vars).The addition of the energy storage device to allow for operation at MW capacity would not be part of this project. January 3,1994 NORTHERN INTERTIE SCOPE Healy to Fairbanks page 3 A new 230/138 kV transformer is proposed for installation for parallel operation with the existing transformer at Teeland substation and the addition of 20 Mvars of fixed capacitors on the tertiary. Verify that the controllers for the existing SVC's will operate correctly and share load with the new SVC installations.If huntingorcontrollerinteractionwillcausedetrimentaleffectsonthe system,replace the existing controls with new controls which will mitigate the detrimental effects. The optimal location of the reactive compensation has reduced the required additional compensation from 200 MVar of SVC capacity to 110 MVar of reactive compensation.Of the 110 MVar of compensation 50 MVar SVC or BES would be at Wilson Sub.,40 MVar SVC would be at Igloo Sub.,and 20 MVar shunt capacitors on the Teeland transformer tertiary. SUB-RC.XLS 69 kV to FMUS 138 kV to Gold Hill 138 kV to Ft Wainwright ;69 kV ..a 1 to Gold Hill st 6 60/80/100 »a !|oxfmr |! 1 69kV |!1 138kKV |bays a See bays !1-41 to ! ;1 (6)| Soe | a |ta i} .4 |ee Coe:'reactive !'*Compensation 'an |'[rn irene totioefuture| |1 4 230kV P Leaaeaaee 1 to-POy__oi 1 :1 '1 :a :1 :a :1 69 kV to Ft.Wainwright 230 kV to Healy Proposed Interconnection Drawing for the Northern Terminal of the Intertie Page 1 SUB-RC.XLS 345 kV line to Cantwell and Healy iC (operated at 138 kV) |Helipad | || 1]i} {! I ----------: rr i |Bays to be constructed for 230 kV static .1 188kV | ;Bays po Breakers to be rated 138 kV System '(3)! 345 kV line to Douglas and Teeland (operated at 138 kV) Proposed Interconnection Drawing for the Igloo Substation on the existing Anchorage to Fairbanks Intertie Page 2 NORTHERN INTERTIE PROJECT an 1 il iat if we 198%1997BtonNoneeeeeSTAaAAeeaSA=md290K_30035mer 3139]ocr]soy 2 C7 TMM Octer!OwSlotAtRages,Pugect sonal octoil Ocian sia al seat Me eronect Mar}S091 Ocyoies|Ossie hill5]Select SvSytnongySovSeog soa]ocimins| Ocya7 eslLe3900al_Qcw izes]_Nwwrzar3)B 20904}QaWI2/031 ots 10a$1 taorsity Asoo3 12004)New/263)Dec/t3/03)=-- 2 by 4a Naseer:1/03)a 10__£A Got Repent EA bx 2009.41 Dec/iayos|__Aps/tayoay 1h Boao Quvd]ages rarod|Ager iaycal 4Jtg]REA faorrnrweEA 130yg]Ages lpyod|__Mey 00704)--- al a octarsort 190ol Mays lava Tia '1a 2 Asemanve:__lingeune£NOG6]Mays tayo)bon /27/90 an 'Moots Su (eee 2000.1 Maes Meyrad dary 13/04]-- Jo}old Pura Means.eng yr 00d)ary lara]pry ial 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Highway \K Link 3 27.0 miles ;--- .we.DR eeeeS(\ubstationoY5)aSN RipQ Parks Highway SCALE 1:250,000 Healy Substation Devoen /ILalRuc |ALASKA ENERGY AUTHORITY DRAWING No. CONSULTING ENGINEERS PROP ISED FEALY-FAIRSANKS iNTEFTIE DATE:01/08/91 enim:saKe'SOUTH ROUitBY:ORS HF138-V.XLS Northern intertie Construction Voltage Options Present Worth Operating 138 kV 138 kV 138 kV Design 138 kV 230 kV 230 kV insulator 138 kV 138 kV 230 kV Year *Construction Costs include: 1994 Incremental Labor 1995 $0.00 $699,750.00 $760,500.00 Incremental Materials 1996 Incremental ROW 1997 1998 1999 2000 2001 2002 2003 2004 **Reconstruction or 2005 'modification costs include: 2006 Labor 2007 Materials 2008 2009 excluded are: 2010 Outage time 2011 Replacement power 2012 Switching costs 2013 coordination 2014 Re-design 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 $7,805,250.00 $947,250.00 $0.00 Net Present Value @ 7.00%{ $1,025,353.19|$778,409.46|__$710,747.66| in 1994$ Page 1 HF138-V.XLS Present Value Present Value Present Value in 1994$in 1994$in 1994$ $0.00 $653,971.96 $710,747.66 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 .$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 .$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,025,353.19 $124,437.50 $0.00 Total present value of cost stream. |$1,025,353.19 |$778,409.46 |$710,747.66 | Page 2 FEB 20 °S4 16:44 FROM DRYDEN-LARUE TO 4515638--186 PAGE.901 IDRYDEN i AlRUECONSULTING/ENGINEERS 6436 Homer Drive.Anchorage.AK 99518 Mailing Address:P.O.BOX 111008,ANCHORAGE,AK 99511-1008 (907)349-6653 @ FAX 522-2536 COVER LETTER This telecopier message is coming from the office of Dryden &LaRue,Fax # (907)522-2534. It consists of 29 pages including this page. Sent to:_Steve Hazsenson Sent by:Del LaRue Dae 2/20/34 STEVE, THis (s A LATER D444 > THEA =FieeDAY. iL. Electric Power:Transmission.Distribution.Substations.Control Systems,Generation,System Studies FEB 20 °94 16:44 FROM DRYDEN-LARUE TO 4515638--186 PAGE.B02 I.INTRODUCTION This report compares differences between construction of a proposed138kvand230kVNorthernIntertiefromHealytoFairbanks.De- sign is now beginning on this project,so the comparison is based on typical parameters for each line voltage.Only items that are different are cost compared.The report presents a set of summarytablesforthreepossiblescenarios:138 vs.230 initially,insu- lation conversion later,and complete conversion later.Following the tables is a comparison analysis with details of our assumptions and calculations.Our conclusion is the cost of initially building the line for 230 kV (a $760,500 adder)is the best option.Conver- sions later will cost from $947,250 to $7,805,250 depending on the initial construction assumptions. Some differences are difficult to quantify,these have been listed in the last table of the Comparison Summary,Table D.AG:xee Py et FEB 28 °94 16:44 FROM DRYDEN-LARUE TO 43515638--186 PAGE.883 II.COMPARISON SOMMARY Table A -Cost of 230 kV in Excess of 138 kV The following table shows the cost for those items different for construction of a 230 kV line instead of a 138 kV line.Most of the difference is in the tower cost. Estimated Cost Difference Material Installation Total Foundations $fe)$s 0 $fo) Tangent Tower 1,325 230 1,555 Insulators 105 30 135 Guys &Anchors 5 5 10 Total Cost per Tangent Tower 1,690 Total Cost for 450 Tangent Towers ;760,500 Cost for Deadend and Angle towers 0 Major costs not included in above:None Table B -Cost of Uprating Insulation from 138 kV (with 230 kv Towers)to 230 kV The following table shows the conversion cost for changing the insulation on a 230 kV line that has been initially insulated for 138 kV on the tangent towers.It is assumed the towers,clearanc- es,angle insulators,deadend insulators,etc.have all initially been constructed at 230 kV. Estimated Cost Difference Material Installation _Total_ Foundations S fe)$0 $) Tangent Tower 6)¢)0 Insulators 105 2,000 2,105 Guys &Anchors 0 0 0 Total Cost per Tower 2,105 Total Cost for 450 Tangent Towers 947,250 Cost for Deadend and Angle towers fe) Major costs not included in above:Outages FEB 26 °94 16:44 FROM DRYDEN-LARUE TO 4515638--106 PAGE.804 Table C -Cost of Conversion from 138 kV to 230 kV without 230 kV Towers Initially The following table shows the conversion cost for modifying a 138 kV line to 230 kv.We have assumed the top section (above the waist)will need to be replaced on each tangent and that 1/2 of the deadend and angle towers will need to be replaced. Estimated Cost Difference Materia Installation _Total Foundations $0 i}0 $0 Tangent Tower 3,450 11,250 14,700 Insulators 105 30 135 Guys &Anchors 5 5 10 Total Cost per Tangent:Tower -14,845 Total Cost for 450 Tangent Towers ;6,680,250 Deadend and Angle Towers 1,125,000 Total Conversion Estimate 7,805,250 Major costs not included in above:Outages Table D -Listing of Factors that may Effect Cost The following table shows some factors that were considered in development of the above cost comparisons,but were not included for the various reasons stated. ROW Width:Our Comparison Analysis shows 130'vs.145'is needed for the 138 kV vs.230 kV respectively. We expect no difference in ROW costs for the majority of the line because it will be crossing °state and federal lands and a nominal transmis- sion line width will be selected.Differences in ROW widths in the Fairbanks area could be a factor,but this is highly dependent on the fi- nal termination site which has not been select- ed. Substation Site:A 230 kV yard will be larger then a 138 kV yard, this is difficult to estimate at this time. Environmental:A 230 kV line could require different environ-mental work.This is difficult to estimate. Also,factors other tban voltage may dictate theextentofenvironmentaleffortrequired. FEB 20 '94 16:45 FROM DRYDEN-LARUE TO 4515638--106 PAGE.@as il.COMPARISON ANALYSIS Principle factors of comparison,discussed below,are:conductor,clearances,structure configuration,right-of-way width,mechanical loading,structure height,and structure design and analysis. A CONDUCTOR A 954 kcmil ACSR conductor was chosen for use on this line.CARDINAL (54/7)was selected for this report. Conductor loading information from GVEA's Ft.Knox line was used to develop loading cases for the 954 kemil ACSR conductor.The shield wire selected was 7#6 Alumoweld because it's sag characteristics were compatible with the CARDINAL.Loading constraints and sag/tension data for the conductors are shown in Tables 1A and 1B. FEB 26 *°94 16:45 FROM DRYDEN-LARUE TABLE 1A TO 4515638--186 ALUMINUM COMPANY OF AMERICA SAG AND TENSION DATA GVEA -NORTHERN INTERTIE PROJECT COMPARISON - Conductor CARDINAL \REA=-8462 Sq.In. Yata from Chart No.1-838 English Units Vertical Tensions SPAN=900.0 Feet Creep is NOT a Factor Design Points 954.0 Kemil Heavy Loading 138 kV vs.230 kv 54/7 Stranding ACSR Final Temp Ice Wind K Weight Sag Tension RTS F In Psf Lb/F Lb/P -20.1.80 -70 .00 7.943 -20.1.80 -00 .00 7.938 -20.50 4.00 .00 2.398 0.1.00 -00 .00 3.961 oO.-50 4.00 .30 2.698 0..00 12.50 .00 1.750 32..50 -00 .00 2.284 32.-00 21.00 .00 2.427 32.00 6.00 .00 1.367 60.-00 21.00 .00 2.427 60..00 6.00 .00 1.367 -70..00 -00 .00 1.229 -20..00 -00 .00 1.229 0.-00 .00 .00 1.229 30..00 -00 .00 1.229 60..00 .00 .00 1.229 90..00 -00 .00 1.229 120..00 -00 .00 1.229 167.-00 .00 .00 1.229 *Design Condition Ft 34.45 34.45 25.65 29.63 27.28 25.13 27.97 28.26 25.91 29.58 26.80 19.46 22.55 23.73 25.18 25.98 26.78 27.58 28.81 Lb 23660. 23649. 9538. 13671.101017 7102. 8342. 8776. 5383. 8391. 5207. 6423. 5551. 5278. 4979. 4827. 4685. 4552. 4360. 2z°e 70.0 70.0 28.2 40.4 "29.9 21.0 24.7 26.0 15.9 24.8 15.4 19.0 16.4 15.6 14.7 14.3 13.9 13.5 12.9 PAGE.226 Initial Sag Tension RTS Ft Lb % 34.45.23660.70.0* 34.44 23653.70.0 19.25 12668.37.5 25.22 16018.47.4 21.16 12981.38.4 17.22 10325.30.5 20.89 11128.32.9 21.42 11533.34.1 16.82 8257.24.4 22.58 10946.32.4 18.29 7597.22.5 11.31 11015.32.6 13.43 9287.27.5 14.40 8665.25.6 15.95 7824.23.1 17.59 7099.21.0 19.27 6484.19.2 20.96 5967.17.7 23.56 $315.15.7 *Design Condition FEB 28 '94 16:45 FROM DRYDEN-LARUE TO 4515638--106 PAGE.88? TABLE 1B ALUMINUM COMPANY OF AMERICA SAG AND TENSION DATA GVEA -NORTHERN INTERTIE PROJECT COMPARISON -138 kV vs.230 kv Conductor 7#6 Alumoweld AREA-=-1443 Sq.In. Data from Chart No.1-1218 English Units Vertical Tensions SPAN=900.0 Feet Heavy Loading Creep is NOT a Factor Design Points Final Initial Temp Ice Wind K Weight Sag Tension RTS Sag Tension RTS F In Psf Lb/F Lb/F Ft Lb %Ft Lb < -20.1.80 -70 -00 5.540 35.78 15911.70.0 35.78 15911.70.0* -20.1.80 00 .00 5.535 35.76 15901.70.0 35.76.15903.70.0 -20.-50 4.00 -900 1.143 19.52 5953.26.2 16.15 7185.31.6 0.1.00 -00 .00 2.265 26.17 8832.38.9 23.78 9704.42.7 0..50 4.00 -30 1.443 22.08 6651.29.3 18.97 7732.34.0 0.-00 12.50 -00 -655 16.11 4131.18.2 11.96 5559.24.5 32.-50 -00 .00 1.030 20.47 5118.22.5 16.75 6245.27.5 32.-00 21.00 -00 -947 19.86 4848.21.3 16.02 6003.26.4 60.-00 21.00 .00 -947 20.86 4619.20.3 16.92 5684.25.0 -70..00 -00 .00 -416 10.26 4114.18.1 6.87 6137.27.0 -20..00 -00 -90 416 12.33 3425.15.1 8.09 §213.22.9 QO..00 -00 .00 .416 13.22 3194.14.1 8.67 4866.21.4 30.-00 -00 .00 -416 14.60 2894.12.7 9.64 4378.19.3 60..00 -00 .00 -416 16.00 2642.11.6 10.73 3934.17.3 70.-00 -00 .00 -416 16.47 2568.11.3 11.11 3798.16.7 90.-00 -00 .00 -416 17.39 2432.10.7 11.92 3541.15.6 120.-90 .00 .00 -416 18.77 2255.9.9 13.20 3200.14.1 FEB 26 °94 16:45 FROM DRYDEN-LARUE TO 4515638--196 PAGE.888 .BASIC CLEARANCES Clearance calculations include standard NESC values and those prescribed by current REA guidelines.The NESC typically provides table clearance values for voltages up to 22 kV.Voltage adders must be included for values greater than 22 kV.The maximum phase-phase voitage should be considered for values above 50 kV.Voltage adde is typically calculated on a phase-ground basis at a rate of 0.4 inches per kV above 50 kV.Voltage adders for 138 kV and 230 kV are as follows; index i:=1.2 volt :=i -o4 [volt-1.05 a kV-Nominal vada,'=12 fh 22 23 kV-Norinal Voltage Adders are vadd, 2.1]ft.-138 kV 3.9)ft.-230 kV For purposes of determining structure heights for each voltage,the vertical clearance above open land was the primary consideration.NESC Table 232-1 specifies a vertical clearance of 18.5 feet over open lands.This value is valid for voltages up to 22 kV.Clearances for 138 kV and 230 kV are; Vertical Clearances are velr.=18.5 +vadd, velr. . i 20.6|ft.-138 kV 22.4 f%-230 kV One factor in determining right-of-way width is honzontal clearance from buildings,signs,or other projections.The required NESC horizontal clearance for voltages up to 22 kV is 7.5 feet when the conductor is at rest,and 4.5 feet when the conductor is displaced by a 6 psf wind.The required clearances for displaced conductors are; horzdis,:=4.5 +vadd, horzdis, 6.6 ft.-138 kV 8.4 ft.-230 kV *see NESC Table 234-1 FEB 28 °94 16:46 FROM DRYDEN-LARUE TO 4515638--106 PAGE.843 Table 235-6 of the NESC list clearances for conductors from the structure surfaces and from structure downguys. The X-structure is guyed in the longitudinal direction and it's suspension insulators or not restrained.Applicable clearances from this table are; i)Anchor Guys -16°+0.25”per kV over 50 kV (phase-phase) 16 +0.25-volt-1.05 -50guy,=12 guy 3.3]ft -138kV §.3)ft -230kV it)Structure Surfaces -11°+0.2"per kV over 50 kV (phase-phase) 11+0.2:volt-1.05 -50 12 surf {2.5 ft.-138 kV 4.1 fi -230 kV surf,:=1 The above values are applicable when the conductor is blown out under a 6 psf wind.The swing angle for CARDINAL under the NESC condition ts calculated as follows; Conductor Diameter cdiam :=1.196 Ibs. Conductor Weight cwgt :=1.229 ibs. The blowout angle is g.cdiam §:=atan 12 9 =4.180cwgt=$- 6=25.9 deg t 4=05 rad FEB 20°94 16:46 FROM DRYDEN-LARUE TO 4515638--126 PAGE.a1a The NESC does not specify horizontal clearances between conductors of the same circuit if the voltage is above 50 kV.REA 62-1 does,however,have a formula to determine the minimum clearance.Utilizing the factored sag for an 1100 ft.span in a 900 ft.ruling span,the following results; rsag '=16 ft.for 900 ft.ruling span 11007 9002fsag:=rsag-fsag =23.9 ft.for an 1100 ft.span Fe :=1.25 experience factor for heavy loading zone Sf:=fsag no load sag at 60 deg F,final Li;:= 5.0 ft.insulator string length for 138 kV 7.0 ft.insulator string length for 230 kV 4=05 (radians)for 6 psf blowout angle KV,=1.05-volt,5%above nominal voltage Minimum horizontal separation is; Hsep,:=0.025-KV,+Fo-/Sf +Li-sin(4) Hsep 11.9 ft.minimum for 138 kV 15.2 ft.minimum for 230 kV FEB 20 *94 16:46 FROM DRYDEN-LARUE TO 4515638 -106 PAGE.@11 Structure configuration also influences conductor clearance requirements.The center phase conductor must pass through the window of the X-structure.All phases must meet minimum clearances from the structure and downguys under different conditions.Figures 1,2,&3 show three structures under consideration.Figure 1 shows clearance patterns for dimensions A,B,C,D &E based upon a 9 insulator string.The patterns are developed from the following criteria. A.This dimension is the impulse flashover distance of the insulator string plus 10%. This clearance value is applied when the insulator is at rest. B.This dimension is the impulse flashever distance which is applied when the string is displaced by a moderate wind. C.Here,the NESC 6 psf wind criteria is applied for clearances from structure surfaces and from downguys.(see iter E.) D.Under extreme wind conditions,this dimension is the minimum distance required to prevent a 60 HZ flashover. E.This dimension is the NESC clearance between conductors and anchored guys. Figures 2 and 3 are for 230 kV and show increased clearance requirements because of the greater voltage and the required 13 insulators.Figures 2 &3 also showa different horizontal phase spacing. FEB 20°94 16:46 FROM DRYDEN-LARUE TO 4515638--126 PAGE.@12 33'-0" 16'28"16"-6"ly}\\26°(TYP) 60 (TYP)iT]60"TYPICAL|m461 ” 55" 30” 13” 40”moog»,SCALE 1:30FILEwane:138=SWNG.OWSDryden{(LaiRug,ne/EnGuaarSCOBLTING DATE:02/18/94 DESIGNED BY:K.DYSON ORAWN BY:R.ELLWOOD GOLDEN VALLEY ELECTRIC ASSOCIATION HEALEY TO FAIRBANKS INTERTIE 138 kV INSULATOR SWING CLEARANCES ORAWING NO. FIGURE 1 ¥of1 FEB 20 '28°94 16:46 FROM DRYDEN-LARUE TO 4515638--1a6- PAGE.@13 43'=4" 2a ore 9°-0”12°=8*12°--8"9°-0° LS Pf A:85” 8:77” C:50” DO:20” E:64” Owe SCALE:3:80 WDervoen¢LaRue,Inc GOLDEN VALLEY ELECTRIC ASSOCIATION |o™*™*8°COMSAT cncreans HEALEY TO FAIRBANKS INTERTIE FIGURE OANear!te.DYSON 230 kV STRUCTURE A aDRAWNBY:R.ELLWOOO INSULATOR SWING CLEARANCES FROM DRYDEN-LARUE TO 4515638- 1a6:PAGE.a14 45-8" _22°10"22'--10° 9-0"13°-10°13° 10"9°-0° z¢LS)oO 9°Oo ($)o (4)oa ”c .c*)€.8 _ 8 <<«« }8°(TYP) 6"(TYP) bo°(TYP) A:85” 8:77" Cc:$0” D:20° E:64” |FILE NAME:¢_8-SwNCOWG SCALE:_1:100 Drvoen ¢Laut,linc.|GOLDEN VALLEY ELECTRIC ASSOCIATION |™*«cosumc -|feweers HEALEY TO FARIBANKS INTERTIE FIGUR DATE:02/18/94DESIGNEDBY:K.DYSON DRAWN BY:RK.ELLWOOD 230 kV STRUCTURE B INSULATOR SWING CLEARANCES FEB 2@ °94 16:47 FROM DRYDEN-LARUE TO 4515638--106 PAGE.@15 C.STRUCTURE CONFIGURATION The dimensions shown on Figures 1 &2 Control the minimum phase spacing which is 16.5 ft for 138 kV and 21.75 ft.for the primary 230 kV design.The 230 kV alternate design (fig.3)required 22.75 ft spacing.To verify that the spacing was adequate,the 138 kV geometry was subjected to galloping analysis. Typical galloping criteria calls for single-loop analysis for spans up to 700 ft.and double-loop analysis for spans greater than 700 ft.Both single and double loop analysis was performed on the CARDINAL for a 900 ft.span.As shown in Figures 4 &5,the proposed phase spacing is adequate for proper clearance during a galloping occurrence. FIGURE 4 Galloping EllipseDavisonSingle LoopCARDINAL R.S.=900.0 Ft Span=900.0 Ftsag=27.97 FtScale=1:91.44 eP:3T6.G2gaySnas7-NadAyaWOAS38T - B8E9STSpOL918°390d bouble Loo pallopin FEB28'94 16:47 FROM DRYDEN-LARUE TO 4515638--196 PAGE. 217 FIGURE 5 FEB 20 '94 16:47 FROM DRYDEN-LARUE TO 4515638- 126 PAGE -@18 D.CONDUCTOR BLOWOUT Right-of-Way width is determined from two criteria,NESC horizontal clearance and high wind displacement.NESC clearance is determined by calculating horizontal displacement resulting from a 6 psf wind and adding horizontal building clearance to that value for the appropnate voltage.High wind displacement is determined by calculating the horizontal displacement from a 21 psf wind and adding the 60 HZ air gap for the appropriate voltage.The greater value of the two criteria controls the required right-of-way.This number will be calculated based on an 1100 ft.span in a 900 ft.ruling span.Calculations are as follows: j:=1..2 Conductor Weight (unloaded)cwot '=1.229 Ibs./ft Conductor Diameter (unloaded)cdiam :=1.198 in. Applied Wind Pressures are psf,'= 6.0 NESC 21.0 High Wind Conductor Sag for 900 ft.R.S.rsag,:= 26.80 ft.@ 6 psf 29.58 ft @ 21 psf Conductor Sag for 1100 ft.span in a 900 ft.Ruling Spanis 11007sag,'=Tag;$29, 900 40 ft.@ 6 psf 442 ft.@ 21 psf Conductor Blowout Angle is psf.cdiam 9 %,=atan ____12__8;is 922 i 54 25.9]ft.NESC .waaInsulatorWeightis Negiected596]ft High Wind nsutator Weigntss Nesie FEB 26 °S4 16:48 FROM DRYDEN-LARUE TO 4515638--126 PAGE .@19 1.For 138 kV Insulator String Length string =5.0 ft Additional Clearance is clr :=is 6.60 |ft.based on NESC @ 6 PSF Building Clearance3.67}ft.based on Wet 60 HZ Air Gap for 13 Insulators ConductorAnsulator Displacement fs disp,:2 sin 4,-Sag,+sting disp, 19.7}ft.NESC Total Displacement is 42.4)ft.High Wind tdisp,:=disp,+clr,tdisp, 26.3)ft.NESC 46.1|ft.High Wind Outside Phase from Structure/ROW Centerline is phase :=16.5 ft Right-of-Way Requirement is row,=phase +tdisp,-2 85.6|f%&NESC 125.2|ft.High Wind Suggested Total Right-of-Way Width for 138 kV Construction is 130 ft. 2.For 230 kV Insulator String Length string :=7.0 ft ..clr :=Additional Clearance is i 40]ft.based on NESC @ 6 PSF Building Clearance 5.17]ft.based on Wet 60 HZ Air Gap for 13 Insulators Conductor/insulator Displacement is disp,'=sin ¢+Sag,+string disp. 20.6]ft.NESC 44.1|ft High WindTotalDisplacementis tdisp,:=disp,+clr,tdisp. 29 |ft NESC 49.3)ft.High Wind FEB 28 '94 16:48 FROM DRYDEN-LARUE Outside Phase from Structure/ROW Centerline is phase :2 21.75 Right-of-Way Requirementis row,'=.phase +tdisp.-2 101.5]ft NESC 142.1|ft.High Wind Suggested Total Right-of-Way Width for 230 kV Construction is 145 ft. TO 4515638--186 PAGE.#238 3.For 230 kV Alternate Insulator String Length sting :=7.0 ft ..clr,:=Additional Clearance is { 40]ft based on NESC @ 6 PSF Building Clearance 8.17]ft.based on Wet 60 HZ Air Gap for 13 Insulators Conductor/insulator Displacement is disp,'=sin ¢-sag,+string disp, 20.6;ft.NESC Total Displacement is 44.1)ft.High Wind tdisp,:=disp,+clr,tdisp, 29 |ft.NESC 49.3|ft High Wind Outside Phase from Structure/ROW Centerline ts phase :=22.75 Right-of-Way Requirement is row,'=phase +tdisp.-2 row, 103.5]ft NESC 144.1|ft.High Wind Suggested Total Right-of-Way Width for Alt 230 kV Construction is 145 ft. Figures 6,7 &8 show right-of-way cross-sections for the three cases. FEB 20 °94 16:48 FROM DRYDEN-LARUE TO 4515638--1a6 PAGE.@21 62.6' 165°42.4 37 co | BLOWOUT ANGLE DUE TO A 21 psf WIND. L 60° |6s" & 130° => °rs) a a bs iuodro ra tu 4 Oo a a a a i +f ROW.$»250 IDevoen ¢ILalRue,inc.[GOLDEN VALLEY ELECTRIC ASSOCIATION}mn?KO COATING NOME 138 kV HEALEY TO FAIRBANKS INTERTIE FIGURE 6 OATES 02/17/88 SON RIGHT OF WAY _BRAWN BY.'R.ELLWOOD HIGH WIND CONDITION FEB 20 °94 16:49 FROM DRYDEN-LARUE TO 4515638--126 PAGE.422 71.08" AT21.75"44.13'5.1 L 60° BLOWOUT ANGLE DUE TO A 21 psf WIND. |. € 145° == °o e [ea S % 8 3 8 aaalw FILE wane:230-ROw.OWS Ss IDRYDEN f (MaiRue,ine GOLDEN VALLEY ELECTRIC ASSOCIATION |°#amNe NO.comsumc =|ovenezns HEALEY TO FAIRBANKS INTERTIE FIGURE 7 OA ora.OYSON 230 kV STRUCTURE A rtORANNBY:'R.ELLWOOD RIGHT OF way FOR HIGH WIND CONDITION FEB 20°94 16:48 FROM DRYDEN-LARUE WIND. TO 4515638- 106 PAGE.223 72.05' 22.75"44.13"417 60"|60" BLOWOUT ANGLE od DUE TO A 21 psf EDGEOFR.0.W.|falas NAME:4_8-ROW OWG EDGEOFR.O.W-SCALE:1:300 /IDeyvven ¢LaRue,IncCONSTIC/OONEERS DATE:02/17/94 DESIGNED BY:K.DYSON DRAWN BY:R.ELLWOOD GOLDEN VALLEY ELECTRIC ASSOCIATION HEALEY TO FAIRBANKS INTERTIE 230 kV STRUCTURE B RIGHT OF WAY FOR HIGH WIND CONDITION DRAWING NO. FIGURE 8 1 of3 FEB 28 °94 16:48 FROM DRYDEN-LARUE TO 4515638--186 PAGE.824 E.LOAD CALCULATIONS Load trees were developed for extreme wind and ice conditions utilizing design information for the Ft.Knox line.Load trees for CARDINAL and 7#6 Alumoweld are below. 1,Load Tree for CARDINAL index i:=1.4 Ruling Span =900 ft.Wind Span windsp -=1000 ft Weight Span wgtsp '=1100 ft. Conductor:Cardinal,954 KCMIL ACSR Diameter Weight ¢:=2 @:=tS dim :=1.196 wat :=1.229 @=0 CASE #ice,=wind,=tens,:= L 05 40 12513 NESC Heavy Loading it 1.8 0.7 124893 GVEA Heavy Loading ,0 12.5 9324 .NESC Extr Wind LoadinM.0 51.0 10709 emew g iV GVEA Extreme Wind Loading TRANS TRANS VERT LONG OCF-WIND OCF-TENS OCF OCF wocf,'=tocf,=voef,'=locf,:= I.250 =750 1.10 I.i":=1.00 1.00 Wt.7100 100 1.50 1.10 N. :°1.00 1.00 .as .-.2 42diam,:=dim +2-ice,wot,'=0.311-|diam,"-(dim)|+wot 6 _,diamtrans,'=2-tens.-sin 3 -tocf,+wind,-2 -windsp-woet; vert,'=wgt-wgtsp +200 -voct;*200 Ibs for insulator assembly trans,vert, 1.2550.7 4068.5 tt 1148.7 8931.4 :1728.4 2327.9 tlt.2466.8 1551.9 FEB 28 °94 16:49 FROM DRYDEN-LARUE TO 4515638--186 PAGE.825 2.Load Tree for Alumoweld Ruling Span =900 ft Wind Span windsp '=1000 ff. Weight Span wotsp :=1100 ft.i:=1..4 Conductor:7#8 ALUMOWELD Diameter Weight o:=2 @:=tedim:=0.572 wot :=0.5658 e=0 CASE #ice,:=wind,:=tens,= I.05 40 7732 NESC Heavy Loading tl 1.8 0.7 15911 GVEA Heavy Loading Q 125 3359 |NESC Extreme Wind Loadingfll.fe)21.0 5684IV GVEA Extreme Wind Loading TRANS TRANS VERT LONGOCF-WIND OCF-TENS OCF OCF wocf,'=toct;™vot,iz locf,21.12.50 1.65 1.50 1.10Ih.1.00 1.00 1.00 1.00 tl.a =1.50 1.10 N. °.1.00 1.00 diam,=dim+Zico,wat =0.311{diam,? (dim)?]+wot trans,:=2:tens,-sin 3 tocf,+wind,----windsp-wocf, Vert,=wot,-wgtsp-vocf, trans,vert |1755.3 2033.8 tl 798.7 6464.9 868.9 933.6 at.1199.4 622.4 3.Longitudinal Loads Longitudinal loads are compensated for by downguys in the longitudinal direction.The effects of conductor imbalances are reduced,in most cases,by insulator swing and yoke movement in the downguy assembly.A more detailed analysis of longitudinal!loading will be performed in the design phase.For this report a cumulative effects of load imbalances are assumed to be a madmum of 6000 Ibs. FEB 20 °94 16:49 FROM DRYDEN-LARUE TG 4515638--186 PAGE.826 F.STRUCTURE HEIGHT REQUIREMENTS Structure geometry was determined by the methads previously discussed.Shield wires heights were determined from a fixed horizontal position to a level that would provide a 30 degree shield angle. Horizontal distance from conductor to shield wire:i=1.2 horz :=¢:=30.for 30 deg shield angle i 180 0 ft.for 138 kV 9.0 ft.for 230 kV Vertical conductor-shield wire displacement is vert,:=horz,-cot(4) vert, 12.1 ft.for 138 kV 15.6 ft.for 230 kV Structure heights are based on the sum of minimum ground clearance,maximum sag distance,and insulator length. Maximum sag for a 900 ft.average span in a 900 ft.ruling span msag :=34.45 ft. Insulator String Lengths string,*= 5.0 ft.for 138 kV 7.0 ft for 230 kV Structure Heightto Crossarm xarm,»=msag +string,+velr, xarm. 60 63.9 As shown above,230 kV operation requires a structure with the crossarm approxmately 4 feet higher than the 138 KV line. FEB 20 °94 16:49 FROM DRYDEN-LARUE TQ 4515638--186 PAGE.@2° G.STRUCTURE DESIGN AND ANALYSIS Structure design and analysis was performed for the 138 kV and both 230 kV structure configurations.The 230 kV structure height was increased 5 ft.for analysis.The two 230 kV structures were similar in weight and load reactions.For this reason,the loads were consolidated into one for comparison with the 138 kV structure. Table 2 shows tower foundation reactions for the 138 kV and 230 kV configurations.Note that reactions are very similar between the two structures.The only appreciable differences are in vertical loads.These are negligible with regard to foundations.Variations in transverse loads are attributable to increase in height and larger diameter support members necessary for the 230 KV structure.The additional width of the 230 kV structure contributed to increases in torsional load,however,the net effect was nullified. FEB 2@ °94 16:49 FROM DRYDEN-LARUE TO 4515638--186 PAGE .828 Table 3 lists structure components and respective weights.Again,the increased structure weight is attributable to the additional height and width of the structure,and the diameter of the steel members.The crossarm and lower legs represent the greatest increase in size and weight.As shown,the net weight difference is 1151 Ibs. FEB 28°94 16:49 FROM DRYDEN-LARUE TO 4515638--106 PAGE .d29 Table 3 Estimated Tower Weights (lbs) Components 138 kV 230 kv Goatheads 264 264 Crossarm 896 1,249 Upper Legs 1,366 1,534 Waist 491 573 Lower Legs 2,230 2,778 Pile Clamp &Swivel 520 520 Yoke 102 102 Bolts -100 199 5,969 7,120 Difference in Weight 1,151 **TOTAL PAGE,22g xx REQUISITION Ship To::Req.No: P.O No: Bills Tos GOLDEN VALLEY ELECTRIC ASSOCIATION,INC P.O.BOX 71249,FAIRBANKS,AK 99707-1249 Ship VIA:_Best Way Purpose:_Notice to Proceed for the HF-138 Intertie Confirming}__| Suggested Vendor:_Dryden and LaRue Inc. P.O.Box 111008 6436 Homer Drive Fax 522-2534 Anchorage,AK 99511-1008 (907)349-6653 }1W.O.No.or { !Description Amount jAccount No. TAcct7-10-107.26 1 1 iThis Purchase Order is your Notice-WP__#1600.00 ] ] i to-Proceed for the Design Portion 1of the Healy to Fairbanks (HF-138)transmission line per your proposal and Engineering Service Contract dated January 31,1994 between GVEA t rand Dryden &LaRue,Inc. i Total N.T.E.Cost bniconeeaiOioe|1994Preparedby:_Haagenson Date:_Jan Authorized by:_Intertie Participants Group Date:_Jan 25,1994 Approved by: . ---2@#4G_-__Date:_Jan 31,1994{haagenson.wpJ]hf138-des-ntpl.doc 7 ENGINEERING SERVICE CONTRACT ELECTRIC SYSTEM DESIGN AND CONSTRUCTION AGREEMENT made January 31,19.94 J behest Golden Valley Electric Association,ING pereinafter called the "Owner 1 and Dryden and LaRue,Inc.uf Anchorage,Alaska (hereinafter called the "Engineer 5 WHEREAS,the Owner has obtained from the Administrator of the Rural Electrification Administration (hereinafter called the ''Admunistrator'')of the United States of America a loan or loans ta finance in whole or in part a rural electric system pursuant to the Rural Electrification Act of 1936,as amended,and plans che construction of a project designated .being heremmafter walled the "Project,”consisting of approximately the following facilities: 100 miles of __KV line, 2 miles of 122/124 ky tine,underbuild KVA subseation(s)KV to _KY, KVA subsiation(s)KV to _CK, miles of line conversion,_2 miles of line removal and the following: NOW,THEREFORE,in consideration of the mutual undertakings herein contained,the parties hereto agree as follows: ARTICLE I General Obligations Section 1.The Engineer shall render diligently and competently all engineering services which shall be necessary or advisablefor the expeditious,economical,and sound design and construction of the Project with due consideration given to ail ecological and environmental requirements.The enumeration of specific duties and obligations to be performed by the Engineer hereunder shall not be construed to limit the general under- takings of the Engineer, ARTICLE II Pre-construction Period Section 1.The Engineer shall give thorough consideration to aesthetics and the protection of the environment in all pbases.of construction of the Project including line routing and station locations The REA FORM 236 (REV.6-72)1 publication,"Enuronmental Critena for Electric Transmission Systems,"issued Jointly oy che US.LeparementoftheInteriorandtheU.S.Department of Agriculture shall be used as a guide in the Planning of fe pesmissionsystems.Where an Owner has an "Environmental Statement”ora published environmentai anais ststheEngineershallincorporateallenvironmentalcommitmentsofthestatementortheanalysisthatSpecifi- cally relate to the transmission facilities to be constructed. Section2.Fre-Engrreersiratt-wrthirthirty-ohdayrafrer-thedateofexcentronofthisrterecement-,;heve-frehd<pa onpton-for-th :_. eablet :Lies. be Engineer-sival var eee og nd F errs hs roewremment and a2TTt tre Oner i Leo OPINE Sure PTO PETTY ape fOr ase LY the Oremer § Section 3.If requested by the Owner,the Engineer shall prepare and submit to the Owner estimates of quantities of materials to be furnished by the Owner for use in connection with the construction of the Project. The Engineer shail procure and submit to the Owner forms of contracts and other documents for such mate- nals and for such other services as may be necessary or desirable tn connection with the construction of the Project. Section 4.For transmission lines the Engineer shall prepare and submit to the Owner and the Adminis- trator for approval a summary of transmission line design data with supporting calculations.The Plans andSpecificationsandthePlanandProfile,if any,shall be based on the design data approved by the Owner and the Administrator. Section 5.The Engineer shall prepare and submit to the Owner and the Administratorfor approval plan and profile sheets for all transmission lines except N/A Section 6.In specifying right-of-way clearing for transmission lines where 'feathering'and/or undulat- ing boundaries are required,the Engineer shail mark all brush and trees to be removed unless such marking is the responsibility of another authority.The Engineer shall also compute all clearing units,and show all clear- ing units on the plan and profile drawings or on separate drawings prepared for this purpose. Section 7.The Engineer shall prepare,and within *days after the date of execution of this Agreement submit to the Owner and the Administrator for approval,two coptes of complete and detailed plans and specifications,drawings,maps and other documents required for the construction of the Project (all of the foregoing being bereinafter collectively called the "Plans and Specifications”).In the preparation of the Plans and Specifications,the Engineer shall consult with the Owner to the end that the Project shall serve . the purpose intended by the Owner and approved by the Administrator.Unless otberwise directed by the Owner with the approval of the Administrator,the Engineer shall use Construction Work Plans and Engineering Studies,as furnished by the Owner,as a basis for the preparation of the Plans and Specsft- cations,The Engineer shall diligently make such changes in the Plans and Specifications as may be required by the Owner and the Admmustrator as a condition of approval thereof. Section 8.All maps,drawings,plan and profile sheets,plans and specifications,contract forms,addenda, estimates,studies and other documents required to be prepared or submitted by the Engineer under this *Refer to project schedule. REA FORM 236 (REV.6-72)2 Article (or other articles oftous Agreement spail conporm to the spoucagie standard feosotherformsprescribedbytheAdministrator,unless deviation therefrom shail have Been FPe.t re.ace: by the Administrator. Section 9.The agineen shall_funmsh-tothe Owner al-anginconimp in formaiton-olateite-oimitnet' ;e+ >: wed-f,ae-ail Lessrabh sok ! ;ion Orener-wwih-the-puschase-of-materiat-andegupment The term 'Construction Contract'as used herein shall also include right-of-way clearing contracts,equipment contracts,or materials contracts if such contracts are utilized in the construction of the Project. Section 11.The Engineer shall be available te-cach-prospeetve-bidderfor consultation with respect to the details of the Plans and Specifications and ail other matters pertaining to the preparation of the pro- posals for the construction of the Project or the supply of materials or services therefor.Fhe-tugineer-one- Section 12.If any change 1s 10 be made in the Plans and Specifications after the Construction Contract bas been approved by the Owner and the Administrator,the Engineer shail prepare and submit the necessary details for a contract amendment in accordance with the procedure prescribed by the Owner and the Administrator. Section 13.Prior to the preparation of Plans and Specifications by the Engineer,the Owner shall furnish to the Engineer the following as may be applicable: (a)Copies of pertinent Engineenng Studies,including Construction Work Plans when available,on which to base the design of the electrical facilities to be built;key maps of the Owner's present and pro- posed facilities;and detail or vicinity maps showing location of existing lines,consumers served and ease- ments obtained. (b)Detailed lists of matenals,1f ny,on hand or on order which are to be furnished by the Owner in the construction of the Project,together with the quantity and the value of each item of such maternal. REA FORM 236 (REV.6-72)3 ey sheer re vpece 2a weacertals Coucsit]ed in 28 assembly tenses attetee be eyLaAluesofmdavidualvopsaeerrted188onesforcoreeeeheConernacearwilbecreditedwineoe.we bs materials returned to thé Owner if ave orelinded im item (b)above ARTICLE Wl Staking Section 1.The Engineer,with the approval of the Owner,shall determine when staking of che Prowct shall begin;Proeildntrhoweeee tte ERENCE Salt HOF COMNENEE HAE AHN REL OC Sint teamttrtietedtliewideeaerlOranas4Pbo:bfppetdoeine Enieet bene£ee HY st iad +De ee ah Ae OA Bel O BD eeePropeee-have-beenprocunide The Owner shall furmsh qualified persons to negotiate with landownersSOF tenants with respect to such right-of-way authorizations and easements and the locations of meter poles ur service entrances.Taet-ngumeer-sinnt praceed tii geetty tthe -ttnet eed OTTER ETD Hh teed #Owner shall be responsibleforstakingoftheProjectunderaseparatecontract. Before the Construction Contract shail bave been approved by the Administrator,all project distribution vine if less than 100 miles and ail project transmission line if less than 30 miles should be completely staked 1} project distribution line ts 100 mtles or greater,all converston,rephasing,and removals (hereinafter called line changes)and one-third of the project distribution line not including line changes or 100 miles whichever is greater should be staked.If project transmission line is 30 miles or greater,one third of the project trans- mission line or 30 miles whichever is greater should be staked.Staking of the balance of the Project shail be completed before one-half of the period specified in the Construction Contractfor completion of construc: tion shail bave elapsed but in no event later than sixty (60)days prior to the date of completion specified in the Construction Contract. The staking shall be done in a thorough and workmanlike manner and in accordance with the latest revision of the National Electrical Safety Code,applicable state codes,plans and specifications and approved trans- mission line plan and profile sheets.*Foe-bagencen-shalt-t-e-6asetae-ines-sIPerthan-these-ainthomecd iy tre-Beenen-Fhe-E gin ce rsa Pe Dtece ttt Ita het FOTO POINTER POE LOOP SPIT E-CON NEMO OLLIE - steking-sbal-be-bome-bythebaginess,All stakes shall be marked to show the pole number.Where pracis- cable,all stakes shall be driven in such manner that the pole number shall be visible from the pole hauling truck when poles are being distributed.Each transmission structure stake shall be marked with the station number and the beightaand class of pole.Where tt is probable that the Contractor will have difficulty inlocatingstakes,the Eagmeenshall drive 2 four-foot building lath or equivalent in addition and adjacent tothestake.The Engineer shall give due consideration to the location of the consumer's load center and service termination tn staking pole locations on or neur the consumer's premises So that the sermce entrance cable ur low voltage conductors to buildings will be as shore as possible. Section 2.The Engineer shall cause staking sheets or structure lists to be maintained in such form 4s the Owner with the approval of the Administrator shall require,on which shall be accurately entered all pertinent and useful information and directions concerning the construction of the Project,Five counter- parts of the staking sheets or structure lises shail be supplied by the Engineer to the Contractor and two copies sball be supplied to the Owner.When revisions in staking sheets or structure lists are necessary.ire Engineer sball cause all copies of the staking siveets or structure lists to be corrected to reflect such rewrsions in the information or directions previously incorporated thereon. Section 3.The Engineer shall prepare and submit co the Owner and to the Admimistrator a repore showing the quantity,kind,price,and extended cotal of all units of construction for each portion of the Project at the time such portion is released to the Contractorfor construction. REA FORM 236 (REV.6-72)4 Section 4.A competent residen:engineer,win Pail auchomey 29PP BCE 2 ae ee Ra gyre tained by the Engineer at the site of the Proyect at all simes when staking 1s being perturmed ARTICLE IV Construction Period provide Construction Management (CM)servicesSection1.The Engineer shall sepererseat-deteisof-constmmctronnet-sredinosacs and shail mike+a ot diligent effort to insure the expeditious and economical construction thereof in accordance with the Plans and Specifications and the terms of the Construction Contract or contracts and insure that all specified environmental criteria are followed.The Engineer shall carefully inspect all materials prior to their incorpo: ration in the Project and shall promptly reyece all matenals not in compliance with the Specifications.The Engineer shall also swpeswse-amd inspect the manner of the incorporation of the matenals in the Project and the workmanship with which such materials are incorporated.Such inspection shall be deemed to be sie- quate ifa reasonable percentage of all construction units are inspected at the time of installation.The Engineer,as representative of the Owner,shall have sole responsibility for requiring the Contractor to per- form the Construction Contract in accordance with its terms and the Plans and Specifications,and,1 performing the duties incident to such responsibility,the Engineer shall issue to the Contractor such direc: tives and impose such restrictions as may be required to obtain reasonable and proper compliance by the Contractor with the terms of the Construction Contract,Plans and Specifications,in construction of the Project;provided that the Engineer shall not be required to exercise any actual control over employees of the Contractor.The obligations of the Engineer hereunder run to and are for the benefit of only the Admunts- trator and the Owner. Section 2.The Engineer shail measure ground resistance at all substation ground fields prior to bond- ing the ground field to the substation structure.In addition,upon recommendation by the Engineer and authorization by the Owner,the Engineer shall measure the ground resistance at the following locations: (a)Atall transmission structures with overhead ground wire prior to the installation of the overhead ground wire. (b)At all transmission structures with pole grounds prior to the installation of power conductor The Engineer shall prepare a report of the ground resistance measurements mentioned above and submit such report to the Owner together with recommendations for changes,if any,required to insure satisfactory operation.To the extent such changes ure approved,the Engineer shall make appropniate changes in the Plans and Specifications in accordance with the provisions of Section 12 of Article II. Section 3.The Engineer shail maintain at the site of the Project during the entire period of construc- tion a competent resident engineer with full authority to act for the Engineer,unless specifically directed otherwise by the Owner in writing with approval of the Administrator.When necessary to assure adequate inspection,one or more competent inspectors shall also be maintained when construction units are beng installed or corvective work is being performed,the number of inspectors being subject to approval by the Owner and the Administrator.The Engineer shall report,in writing,all defects in workmanship or marenals to the Contractor and the Owner and shall instruct the Contractor to corvect all such defects immediately. in accordance with the terms of the Construction Contract.A resident engineer shall be present during the final inspection of completed construction by a representative of the Administrator. Section 4.The Engineer shall test aiong lines,immediately after they have been energized,for obrec- tionable radio interference.All cases of radio interference dumto faulty construction of,or defective ejutp- ment in the Project shall be reported to the Contractor for correction. REA FORM 236 (REV.6-72)5 ARTICLE V Final Dacuments Section 1.The Engineer shail prepare and,within tzenty (20)days after the completion uf .on:struction of the Project by the Contractor,submit to the Owner and the Administratorfor approval om:plete and detailed final documents. ARTICLE VI Compensation Section 1.The Owner shall pay the Engineerfor the services performed hereunder as follows (a)For all services in connection with the preparation of the transmission line design data as required by Article II,Section 4 hereof,the sum of x*Dollars ($__**_ plus the sum of xx Dollars ($___**)per mile for each mile of Project transmission line included therein,which sum shall be due and payable ten (10)days after the approval of such services by the Owner and the Administrator, (b)For all services in connection with the preparation of the plan and profile sheets provided for in the approved Plans and Specifications,if and as amended,including lines which,pursuant to the direction of the Owner with the approval of the Administrator,shall not be constructed the sum of xx Dollars ($__**)per mile of Project lines which sum shail consist of: s__**er mile of Project Ane for transit and tape survey,$_**er mile of Project lineeJPpyP for level survey,$x*per mile of Project line for office engineering as evidenced by approved plan and profile sheets.Such sums shall be due and payable ten (10)days after the plan and profile sheers, in units of not less than ten (10)miles,are approved by the Owner and the Administrator. (c)For all services set forth in Article II,Section 9 hereof,a sum equal to the out-of-pocket expense of the Engineer plus N/A____percent (___N/A__%)thereof,plus subsistence expense,if any,paid to (or on behalf of)employees,plus reasonable transportation costs of employees,plus the cost of prints and telepbone and telegraph expenses,which sum shail be due and payable ten (10)days after approval by the Owner of the service performed and the invoice of the Engineer.Out-of-pocket expense shail be limited to money paid by the Engineer for direct labor,labor taxes,labor insurance,pro-rated sick leave,vacation, boliday,retirement,medical insurance,and life insurance benefits,all applicable to such direct labor,except that,in the case of services performed with the prior approval of the Owner by the following named officers, partners or others baving ownersbip interest in the Engineer the rates corresponding to "direct labor'set forth below shall apply: **Refer to Cost Proposal for estimated costs. REA FORM 236 (REV.6-72)6 '$i For all other services set forth in Arescle [Peres SHES NING WMLAOUE sre,See ep ee,of Plans and Specifications,the award of the Construction Contract or contracts and any aoDroie cong ments thereto,and the prepuration and awards of contracts for materials or services,che sum uf aad Dollars ($x ),plus adel Dollars ($__**____)per mile for each mile of Project distribution line,including line changes,and lakal Dollars ($x*)per mile for each mile of Project transmission line included therein,which sum shail be due and payable ten (10)days after the approval of the Plans and Specifications and any amendment by the Owner and the Administrator. (e)For all services in connection with the staking of Project lines provided for in the approved Plams and Specifications if and as amended,including line changes other than line removals and including lines which,pursuant to the direction of the Owner,with the approval of the Administrator,shall not be con- structed,the sum of Ladel Dollars ($___**___)per mile of Project distribution line,and the sum of x*Dollars ($___** per mile of Project transmission line,which sum shail be due and payable ten (10)days after delivery to the Owner each month of a certificate by the Engineer of the staking completed during the preceding month. Such payments shail not constitute unqualified approval of the staking and where restaking is required for reasons within the control of the Engineer no additional compensation shall be payable. (f)For the replacement of stakes made necessary by causes beyond the control of the Engineer and where the total mileage of such replacements is in excess of ten (10)percent of the total miles of Project lines staked,a sum equivalent to seventy-five (75)percent of the compensation specified in subsection (e)of this Section shall be paid for each mile pf replacement of stakes in excess of ten (10)percent of the total miles of project line staked,which sum shail be due and payable cen (10)days after delivery to the Owner,each month ofa certificate by the Engineer of the miles of replacement of stakes completed during the preceding month (g)For all services in connection with the supervision and inspection of the construction of the Project as set forth in Article I'/bereof: (1)The sum of.xx ($__**)per day for each engineerfor the time each engineer ts actually and solely engaged in the supervision or inspection of construction,when construction is regularly scheduled and actually performed including time when the Engineer is available and through no fault of the Engineer scheduled construction is not performed. (2)The sum of *x*($x*)per day for each inspector for the time each inspector is actually and solely engaged in the inspection of construction,when construction is regularly scheduled and actually performed including time when the inspector ts available and through no fault of the Engineer scheduled con- struction ts not performed. The Engineer shail submit to the Owner each week a statement showing the names of the engineers and inspectors and the time actually spent by each engineer and each inspector during the preceding week in supervision and inspection work.Written approval by the Owner of such statement shail be a condition precedent to the payment by the Owner of any compensation under this subsection (g). **Refer to Cost Proposal for estimated costs. REA FORM 236 (REV,6-72)7 CL sPMDEM SAE DAY AOE 10dOP ONS ye OS eC LION "Es 30a OE Ao'AMG.Mart lonifeerthedeliseryeachmanthofastatementbytheEngineeroftedeles ot oe: SPeCtion work performed dunng the preceding month and approsed oy ire in tee iyprowdedintheprecedingparagraph. (h)For all services in connection with substations or switching stations,except supersistio aad ...Tinspectionofconstruction,an amount equal to N/A percent (N/A Gs)of the costofconstructionofsuchsubstationorstitchingstationwhichsumshallbedueandpayableasfollows (1)$0°%of the compensation estimated by the Owner to be payable under this subsection (9) shall be payable within 30 days after the approval of the Plans and Specifications by she wner and the Administrator. (2)Such additional amount as will,with payment under (1)equal 80%of the compensation estimated by the Owner to be payable under this subsection (b)shall be payable within 30 days after the approval of the Construction Contract by the Owner and the Administrator (3)The remaining compensation under this subsection (b)shail be due and payable 30 days after completion of the Project as hereinafter defined. "Cost of Construction”shall mean the total cose of labor and materials used in the con- struction of the substation or switching station as shown in the Final Inventory Documents and Inventory of Work Orders in respect of work performed by the Owner, Gi)For all other services in connection with the Project,including without limitation,the making of the Final Inventory and the preparation ofall final documents and maps,the sum of baal Dollars ($xx ),plus xe Dollars ($__**), per mile for each mile of Project distribution line,including line changes,and x* Dollars ($__**______)per mile for each mile of Project transmission line included in the Final Inventory which sum shail be due and payable thirty (30)days after completion of the Project as hereinafter defined. Section 2.The total compensation to be paid for all services performed by the Engineer under this Agreement is estimated to be,but not limited to $xe for transmission facilities,and $xx for disentbution factines. Section 3.Compensation payable to the Engineer under this Agreement shail be in addition to taxes, or levies (excluding Federal,state and local income taxes),which may be assessed against the Engineer bv any state or political subdivision directly on services performed or payments for services performed by the Engineer pursuant to this Agreement.Such taxes or levies,which the Engineer may be required to collect or pay,sball,in turn,be added by the Engineer to invoices submitted to the Owner pursuant to this Agree: ment, one (12)percent per monthSection4.Interest at the rate of wewen-tiio)-pesconsper-annum sball be paid by the Owner to she Engineer on all unpaid balances due the Engineer commencing thirty (30)days after the due date,provided *k Refer to Cost Proposal for estimated costs. REA FORM 236 (REV.6-72)8 BBE Ee deray wm Payrenl Deyond ere due Late wre acebd hy ane Com depo Later : Engineer,Such compensation shall be gad ten cis Mays iter the amount of interes ©aybytheEngineerandtheOwner. Section §.For the purposes of this Agreement,a transmission line is defined as amy tine 380 por ure Section 6,All computations of miles of Project lines actually constructed or cust af séacnais erect in connection with the determination of compensation payable under this Article VI,shall be decermined from the Final Inventory Documents,Inventory of Work Orders in respect of work performed by the Uz-ner Plans and Profile,or structure sheets suppoxeed by the final documents approved by the Owner amd tee Administrator:provided,however,that where the original mileage used as a basis for the preparation if transmission line design data or plans and specifications shall have been reduced by action of the Quner ufter having been initially established by agreement of the Owner and the Engineer,compensation under Sections |(a)and 1 (d)of this Article VI shail be determined from the mileage first established and for which such work has been completed by the Engineer.Compensation paid under this Article VI shall be subject to adjustment in conformity with thts Section 6. Section 7.Prior to the time when any payment shail be made to the Engineer pursuant to this Agreement,the Engineer if requested by the Owner shall furnish to the Owner,as a condition precedents tu such payment,a certificate to the effect that ail salaries or wages earned by the employees of the Engineer in connection with the Project,bave been fully paid by the Engineer up to and including a date not more than fifteen (15)days prior to the date when such payment shall be made.Before the time when the respective final payments provided to be made pursuant to this Article VI shall be made to the Engineer by the Owner,the Engineer shall also furnish to the Owner,as a condition precedent to such payment,a certificate that all the employees of the Engineer have been paid by him for services rendered by them in connection with the Project and that all other obligations which might become a lien upon the Project have been paid. Section 8.The length of the Proyece lines shall be determined by taking the sum ofall strarght bon- zontal span distances between pole or structure stakes or from center to center of poles or structures carrying conductor,plus the length of service measured horizontally from center oflast pole to point of attachment to the consumer's building.in computing the length of Project lines,underbuild and the additional circuit in the case of double circutt lines shall not be considered. ARTICLE VII Viscellaneous Section 1.The Owner may at any time terminate this Agreement by giving notice to the Engineer in writing to that effect not less than ten (10)days prior to the effective date of termination specified in the notice.Such nonce shall be deemed given if delivered or mailed to the last known address of the Engineer From and after the effective date specified in such notice,this Agreement shall be terminated,except that the Engineer shall be entitled to receive compensation for services hereunder as provided in Section 2 of 271s Article VU. Section 2.In the event that this Aoeement at any time be terminated pursuant to Section |of rts Article VI,the compensation which sbuil be pavable to the Engineer by the Owner shall be computed so far as possible in accordance with the prozisions of Article VI.To the extent that the provisions of Secaon! of Article VI cannot be applied because construction ts incomplete at the effective date of such termination, the Engineer shall be paid for engineenng servwes in respect of incomplete construction a sum which shail bear the same ratio to the compensation -ruwh would have been payable under the promsions of Section / of Article V1,if such construction had been completed as the engineering services in respect of such REA FORM 236 (REV.6-72)9 ACUMENELE CANSETACMOM DOAP 29 EP2 SLECOPEN SePTICES LOO WOuld Cale Tee er ieeeiadbeencompieted. Uf requested by the Owner,the Engineer shall submit to che Owner in duplicate 4 cerfied stscemerne ors. actual expenses in respect of such incomplete construction.All compensation payable under "his Section 2 shall be due and payable thirty (30)days after the approval by the Owner of the amount due herender Section 3.The Engineer shall have the right,by giving to the Owner not less than thirty (30)Lays notice in writing,to terminate this Agreement if the Engineer shall have been prevented by conditions beyond the control and without the fault of the Engineer (i)from commencing performance of this Agreement for a period of twelve (12)months from the date of this Agreement and (it)from procee Jing with the completion of full performance of any remaining services,required of the Engineer pursuané £0 this Agreement,for a period of six (6)months from the date of last performance by the Engineer of ocher services required pursuant to this Agreement.From and after the effective date specified in such notice this Agreement shail be terminated,except that the Engineer shall be entitled to receive compensation for services performed hereunder,computed and payable in the same manner as set forth in Section 2 of chs Article. Section 4.Upon completion of the Project or termination of the Contract,the Engineer shail be obligated forthwith to deliver to the Owner all maps,tracings,and drawings of the Project and all letters, documents,and other material,including all records pertaining thereto. The term "Completion of the Project..shall mean full performance ofall obligations under this Contract and all anendments and revisions thereofas evidenced by the approval of the Administrator of the final documents Section $.The following REA bulletins further describe the work to be performed by the Engineer pursuant to certain provisions of this Agreement: REA Bulletin Tide 20-21 National Enutronmental Policy Act 40-6 Construction Methods and Purchase of Materials and Equipment 62-1 Transmission Line Manual 80-6 Summary of Construction Releases 80-11 Reports of Progress of Construction and Engineering Services 81-6 Closeout Procedure and Documents for Contract Construction of Distribution and Transmission Facilities 81-9 Preparation of Plans and Specifications for Distribution and Trans- mission Facilities In the performance of the Engineer's general obligations,other REA bulletins may be applicable. Section 6.The Engineer shall prepare and execute in such form and detail as the Owner and the Administrator shall direct all estimates,certificates,reports,and other documents required to be executed by the Engineer pursuant to the terms of the Construction Contract or the Loan Contract,including progress reports of engineering services and reports of the progress of construction. Section 7.The Engineer sball approve each monthly estimate of the Contractor prior to payment by the Owner.Such approval shall include 3 certification by the Engineer that all construction for which payment is requested bas been completed in accordance with the terms of the Construction Contract ind that all defective construction,of which the Contractor shail have received fifteen (15)or more days' written notice,bas been corrected.The Engineer shail also maintain at the site of the Project a cumulative inventory of all units of construction incorporated in the Project. ' REA FORM 236 (REV,6-72)10 kk kk Secdon 8.The Engineer shail notify che Owner when the Project,OM ay SECLL I Serereadytobeenergized.When requested by the Administrator such novice shall aiso Pe S8yeM Fy cee Voor. trator.Whenever the Owner shall notify the Engineer that the Project,or such section thereu?nriy beenergized,the Engineer shall,when directed so to do by the Owner,cause the Project,OF Sse?secctuathereof,to be energized. Section 9,The Engineer shall take out and maintain throughout the period of this Agreement the following minimum insurance: (a)Workmen's compensation insurance covering all employees of the Engineer who shall perform any of the obligations of the Engineer hereunder,whether or not such insurance is required by the laws of the State governing the employment of any such employee.If any employee is not subject ¢o the zorkmen's compensation laws of such State,such insurance shall extend to such employee voluntary coverage to the same extent as though such employee were subject to such laws. (b)Public liability and property damage liability insurance covering all operations under the Agree-eee :soe 990,000 1090.0ment;limits for bodily injury or death,not less than 006 for one person and $3 .for eachaccident;for property damage,not less than '$25,608 for each accident and $50,000 aggregate for accidents during the policy period. (c)Automobile liability insurance on all self-propelled vehicles used in connection with the Agreementwhetherowned,nonowned,or hired:public liability limitsof not less than $468-000for one person and-880-for each accident;property damage limit of $¢0-00%for each accident. The policies of insurance shall be in such form and issued by such insurer as shall be satisfactory to the Owner.Upon request,the Engineer shall furnish to the Owner a certificate evidencing compliance with the foregoing requirements. Section 10,The obligations and duties to be performed by the Engineer under this Agreement shall be performed by persons qualified to perform such duties efficiently.The Engineer,if the Owner shail so direct and the Administrator shall so approve,shail replace any resident engineer or other persons employed by the Engineer in connection with the Project.The Engineer shall file with the Owner and the Adminis- trator a statement,signed by the Engineer,of the qualifications,including specific experience of each engineer and inspector assigned to the Proyect and the duties assigned to each. Section 11.Approvals,directions und notices provided to be given hereunder by the Administrator to the Engineer or the Owner shall be deemed to be properly given if given by any person authorized by the Administrator to give approvals,directions or notices. Section 12.Fre-Grpmneer-shet-estebirrs-and-mawmten-an-office-at-the-snte-of-tie-Proseet-_twreh-tete- ,.;Jeble-ws .,,0 on - Section 13.This Agreement may simultaneously be executed and delivered in two or more counter- parts,each of which so executed and delivered shall be deemed to be an original,and all shall constitute but one and the same instrument. Section 14.The obligations of the Engineer under this Agreement shail not be assigned without the -approval in writing of the Owner. Section 15.The Engineer shail comply with all applicable statutes pertaining to engineenng and "REA FORM 236 (REV,6-72)tl The limits of insurance have been increased to be compliant with7CFRPart1788,Subpart C -Insurance for Contractors,EngineersandArchitects7CFR1788.48 -Contract Requirements. Del LaRuewurrants(Pat wo wb be ob res feitele +ur NAME OF ENGINEER : possesses license number 3939E issued to Pim by the State of Alaska onthe dayofi GL. Section 16 -The Engineer shall establish and implement a program to monitor the quality of the construction.The Engineer shall not have control over or charge of and shall not be responsible for construction means,methods,techniques, and sequences or procedures,or for safety precautions and programs in connection with the work,since these are solely the Contractor s responsibility under the Contract for Construction.The Engineer shall not have control over or charge of acts or omissions of the Contractor,Subcontractors,or their agents or employees,or of any other persons performing portions of the Work. Section 17 -All documents and drawings provided by Engineer related to this Project,are not intended or represented to be suitable for reuse by GVEA or others on expansions of this Project or any other project.Any such reuse without written verification or adaptation by Engineer for the specific purpose intended shall be at the reuser's sole risk and without liability or legal exposure to Engineer. The Engineer shall have the right to include representations of the design of the Project,including photographs among the Engineer's promotional and professional materials.The Engineer's materials shall not include the Owner's confidential or proprietary information. Section 18 -Claims,disputes or other matters in questions between the parties to this Agreement arising out of or relating to this Agreement or breach thereof shall be subject to and decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association currently in effect unless the parties mutually agree otherwise. Demand for arbitration shall be filed in writing with the other party to this Agreement and with the American ArbitrationAssociation.A demand for arbitration shall be made within areasonabletimeaftertheclaim,dispute or other matter in question has arisen.In no event shall the demand for arbitration be made after the date when institution of legal or equitable proceedings based on such claim,dispute or other matter inquestionwouldbebarredbytheapplicablestatuesoflimitations. No arbitration arising out of or relating to this Agreement shall include,by consolidation,joinder or in any other manner,an additional person or entity not a party to this Agreement,exceptbywrittenconsentcontainingaspecificreferencetothisAgreementsignedbytheOwner,Engineer,and any other person orentitysoughttobejoined.Consent to arbitration involving anadditionalpersonorentityshallnotconstituteconsenttoarbitrationofanyclaim,dispute or other matter in question notdescribedinthewrittenconsentorwithapersonorentitynot named or described therein. -1lA- The award rendered by the arbitrator or arbitrators shall be final,and judgement may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. Section 19 -Nothing contained in this Agreement shall createacontractualrelationshipwithoracauseofactioninfavorofa third party against either the Owner or Engineer. Section 20 -Unless otherwise provided in this Agreement,the Engineer and Engineer's consultants shall have no responsibility for the discovery,presence,handling,removal or disposal of or exposure of persons to hazardous materials in any form at the Project site,including but not limited to asbestos,asbestos products,polychlorinated biphenyl (PCB)or other toxic substance. Section 21 -The Engineer's Proposal for Services datedJanuary5,,1994,by mutual agreement,incorporated into and made a part of this contract. Section 22 -The attached Golden Valley Electric Association, Inc.(GVEA)Purchase Order Terms and Conditions are hereby,bymutualagreement,incorporated into and made a part of thiscontract.If conflicts exist between the Form 236 Contract and the Purchase Order Terms and Conditions,the Form 236 will govern. IN WITNESS WHEREOF,the parties hereto have caused this Agreement to be duly executed. Golden Valley Electric Association,I ATTEST: | ”=:eeeSECRETARY Dryden and LaRue,Inc. MLL fooPRESIDENT,FASKNEEYX ATTEST: SECRETARY .*Strike out inapplicable designation. REA FORM 236 (REV.6-72)12 1. 2. 3. 4 7. GOLDEN VALLEY ELECTRIC ASSOCIATION,INC.(GVEA) Purchase Order-Terms and Conditions PRICEQUANTITIES:The price or prices and quantities stated on the face of this purchase order shail be firm and fixed except as altered with written approval of GVEA's purchasing agent.The price stated shail include federal,state and local taxes unless otherwise expressly provided. ACCEPTANCE OF ORDER:This purchase order confirms a contract between the garties on the terms of this purchase order and any other relevant documentis}as listed on its face.By acceptance of this purchase order and.or performance here- under,Seller agrees to comply fully wath the terms and conditions of sale set forthonboththefrontandreversesidesofthisdocument,and any supplements hereto which are incorporated by a reference herein.Acceptance of this purchase order must be made on its exact terms and if additional or different terms are proposed by the Seller,such response will constitute a counteroffer and no contract shail come into existence without GVEA's written consent to the counteroffer.Seller represents that ail goods supplied are free and clear from ail claims and liens of any nature whatsoever.Nothing in this order or acceptance shall be construed to make Seller an employee or agent of GVEA.This purchase order together with any relevant documents or attachments to it constitutes the entire agreement between the parties.Any deviation from this agreement must be accepted in writing by GVEA. INSPECTION ANDO ACCEPTANCE:Final inspection of goods and services shall be upon GVEA's premises untess otherwise agreed in writing.Any acceptance of goods is subject to inspection within a reasonable time after receipt.Payment of the invoice does not constitute inspection or 1c@ of materials covered by the order,and GVEA reserves the right to inspect the goods before payment.If, upon inspection,any goods are found to be unsatisfactory,defective,or of inferior Quality or workmanship,or fail to meet the specifications furnished or the re- quirements stated in the purchase order,GVEA may return such goods to Seller at the Seller's sole risk and expense,including the cost for handling and transport- ation,inspection,and any other charge connected with noncompliance of the purchase order. SHIPPING:All shipments and routing shall comply with the directions on the face of this purchase order or,in the absence of specific shipping instructions,goods shall be shipped FO8 destination via the most economical means availabie Ail transportation,shipping and forwarding charges must be prepaid unless other- wise indicated on the purchase order.GVEA reserves the right to refuse any and ail shipments with coilect charges.Seller shall notify GVEA of shipments within sufficient time to permit GVEA to arrange for unloading,and any claim for de- murrage resulting from Seller's failure to comply shail be paid by the Seller Seiler shait bear the risk of timely detivery of shipments in route.The risk of loss snail remain with the Seller until delivery of goods into GVEA's possession at cesti- nation,subject to Seller responsibility for adequate packaging. WARRAATY:The Seller warrants articles supplied on this purchase orcer to conform to specifications stated herain and to be fit and sufficient for the purpose manufactured,of good material and workmanship,and in the absence of otner applicable express or implied warranty specifying a longer period.free from defects for a minimum period of twelve (12)months from delivery to GVEA This warranty shail survive any inspection,delivery or acceptance of the goods or services,or payment therefore by GVEA.Seller further warrants that Seller snail comply with the requirements of all applicable federal,state and local laws,ruies. ordinances and reguiations,such as,but not timited to OSHA,Hazardous Materials Transportation Act,Toxic Substances Control Act and Consumer Product Safety Act. CHANGES/CANCELLATION:GVEA may require changes to this order at any time and written modification shall be made asr ¥with ail ice for increased cost,date of delivery,or other matters affected by the changes). GVEA may,at it's option,cancel any unshipped merchandise previousiy ordered,subject to the obligation to pay for merchandise shipped prior to canceiiation if:nepurchaseordercoversmerchandisemanufacturedorfabricatedtospecifications ot GVEA,Seller shall discontinue ail performance on the subject matter,exceot as otherwise directed,immediately upon receiving notice of such cancetiation in 'reeventofsuchcancellation,and providing Seller is not in default,GVEA snam pay toSalter: a)The cost incurred by Seller in connection with this order prior to cotce of cancellation;or b)=Such other costs,including cancellation charges under subcontract.as GvF A may have approved. The total cancellation payment,plus previous payments,shall not exceed (re 'otal price of this order.Upon such payment,at GVEA's option,title to any Mater ais ofuncompletedmerchandiseshailpasstoGVEA. REMEDIES/WAIVER:Time is of the essence of this order,and in the event 'rat performance or delivery is not timely,GVEA reserves the right to cance!purchaseelsewhere,and/or hold Seiler accountable for resuiting costs and damages 9. curred.Seller shalt promptly notify GVEA of any event that threatens to ceay performance or delivery. Any waiver by GVEA of any breach or default shall not be deemed continurg or applicabie to other breach or default. 10. 11. 12. 13. 14. 18. 17 THIRD PARTY CONTRACT'ASSIGNMENT:Ne:ther this order nor any °hs ard obligations under it shall be assigned of contracted to third parties Ov SeverwithoutthepriorwrittenconsentofGVEAGVEAshailpromptlybefurmsredwith written notice and a signed copy of any assignment Any c'arm for paymert dy Assignees shail be subject to those defenses and set-offs which GvEA may nave against Seller.Seller shail insure that any third party contract and or assignmert shall incorporate the provisions of this order oy specific reference nereto INDEMNIFICATION:Seller shall indemnify GVEA for any toss,claim.damages. liability,expense {including reasonable attorney's fees)of any cause of actionwhatsoeverarisingoutofanyactoromissionoftheSeller.its agents.employees orsubcontractors.Seiler shal!maintain such publie lability,property damage.em. ployee lability and compensation insurance as to protect GVEA from any sad r-sxs and from any claims under any applicable workers'compensation and occu- Pational disease acts. GVEA reserves the right to require that it be named as an additioral osured onSeller's insurance policies,that certificates of such imsurance coverage be fur- nished upon request and that such additional insurance as it deems necessary be provided. The Seller agrees to defend,at its expense,GVEA and GVEA's employees.or any others using the product of GVEA.and haid them harmiess.with respect to any and all claims that the products or materials furnished by the Seller under ths order infringe any United States andor foreign patent,trademark,copyngnt and or other property right of third parties. BUY AMERICAN:Seller shall adhere to the "Buy American”requirement of REA Bulletin 43-9.Any deviations from this requirement must be approved in writing by GVEA's purchasing agent. LABOR AGREEMENTS:It is understood and agreed that the Seller shall abide by GVEA's project labor agreements if work at the jobsite 1s required in this order SERVICES:Seller and GVEA understand and agree that all '"serices”con- templated by this agreement and provided by Sellar to GVEA shail have tne same complete and entire meaning as the word "goods”in application of the Uniform Commercial Code.All warranties as provided for by application of the Uniform Commercial Code,including implied warranties of marchantabiliity and fitness for @ particuiar purpose,shall apply to any and ail services provided by Sallerta GVEA as provided for in this agreement.Any and all other warranties,whether written or oral,statutory,express or implied,provided by Selier to GVEA shail apply to the services specified in this Agreement. FEDERAL LAWS,ORDERS AND REGULATIONS:GVEA and ai!subcontractors, vendors,and suppliers agree and certify that they shail comply with the re- quirement of ail pertinent federal laws,orders and regulations including Dut not limited to Executive Order 112461,as amended,and the reguiations at 41 CFR 60-1 through 60-60,at 41 CFR 60-250 and 60-741 and Sections 38 USC 2012 503 CHOICE OF LAW:Any civil action arising from this purchase order shail be brought ia the Fourth Judicial District for the State of Alaska.The taws of the State of Alaska shall govern the rights and the obligations of the parties under this purchase order LOBBYING DISCLOSURE:Any contract of subcontract which exceeds $100,000 shall comply with Federal Law,which governs this contract.and requires that ail contractors and any subcontractors comply with the foltowing: No Federal appropriated funds have been paid or will be paid,by of on denaif of the undersigned,to any person for influencing or attempting to influence an officer or employee of any agency,@ Member of Congress,an officer or employee of Congress,of an employee of @ Member of Congress in connection with theawardingofanyFeceraicontract,the making of any Federal grant.the making of any Federal loan,the entering into of any cooperative agreement.and the exten-Sion,continuation or renewal.amendment or modification of any Federal contract, grant,!oan or cooperative agreement. If any funds other than Federal appropriated funds have been paid or will De pardtoanypersonforinfluencingorattemptingtoinfluenceanofficeroremooveeofany agency,a Member of Congress,an officer or employee of Congress.or an em- ployee of a Member of Congress in connection with this Federal contract.grant.loan,or cooperative agreement,the undersigned shail complete and supmit Stan- dard Form-LULl,"Disclosure Form to Report Lobbying,”in accordance with ts structions. By acceptance of this contract with GVEA,you are certifying treat vou are in comphance with this federal requirement.if you are required (0 comovrere Standard Form-LLL."Disclosure Form to Report Lobbying,”you must suomt tn's form ta GVEA at the time this contract is entered into. WAIVER OF RIGHT TO FILE LIENS:Seiter hereby agrees not to hie ary Techanics, laborers',or materiaimen's lien or other lien against any GVEA premses or any part thereof on account of any services or goods furnished under ths order or anyadditionsoraddendatothisorder.Seller hereby waives the "ght to ''@ any such hen.and shail,if requested,execute a waiver of lien in recorasoe form 9 favor of GVEA and the premises.Seller shail insure that any wird party cortract andor assignment shail incorporate the provisions of this purchase arte ov specific reference to these terms and conditions. SEVERABILITY:The invalidity in whole or in part of any cond:t-or 31°"5 durch ase order shail not effect the validity of the other conditions The ered es esevedin these terms and conditions shall be cumulative and sdditiorai'o ace eredes.a 'aw of equity. see -reoeore BY -ae Pa GOLDEN VALLEY ELECTRIC ASSOCIATION INC.Box 71249,Fairbanks,Alaska 99707-1249,Phone 907-452-1151 February 10,1994 Nortec Surveys (Canada),Inc. #1,820 -28th Street N.E. Calgary,Alberta Canada T2A 6K1 Dear Mr.Eldon Edey: This letter constitutes the Engineer's intent to award the Digital Video Geographic (DVG)survey work to Nortec Surveys (Canada)Inc. per their proposal in the amount of $198,700 for the Healy to Fairbanks transmission line. The estimated contract commencement date will be May 1,1994, subject to remaining snow and ice on the right-of-way. As stated in the Request for Proposals,your notice-to-proceed (NTP)and contract form will be a Golden Valley Purchase Order.The NTP will be issued within the next several days. Thank you for your interest in this project and we look forward to working with you in the near future. Sincerely, Steven Haagenson Manager of Engineering Services REQUISITION Ship Tos Req.No: P.O No: Bills To:GOLDEN VALLEY ELECTRIC ASSOCIATION,INC P.O.BOX 71249,FAIRBANKS,AK 99707-1249 Ship VIA:_Best Way Purpose:__Notice to Proceed for The HF138 Intertie Confirming}!| Suggested Vendor:_Nortec Surveys (CANADA)Inc. #1,820 -28th Street N.E.(403)248-5000 Calgary,Alberta Canada T2A 6Kl FAX (403)248-5196 Item;}1 iW.O.No.or No.}Quan.}Description |Amount |Account No. i H ;Acct7-10-107.26 1 1 'This Purchase Order is your Notice-j_WP #1100.04i]]4 i 1 !]i) 'to-Proceed with DVG survey Services}it'!!i t t ]( \for the Healy to Fairbanks (HF-138)}1} t 'i}' ]!(4 |Transmission Line per your proposal}14 i 'i]' (]''] 1 {Survey work will begin about May 1}tt i ('i ] !]']I |;The contract will be in the form {tt t t 't {§j ] |of the GVEA Terms and Conditions.!1 __t I ()t ] !§t ' H \Total N.T.E.Cost $194,700.00 J ''i | ]]1 ( ;The GVEA RFP_and the Proposal will |it1]1 i i) I !1 I t {'be the documents used to define 1 it '1 1 t 1 {1 ' i the schedule and Scope of Work.'it Prepared by:_Haagenson Date:Feb 1 1994 Authorized by:Intertie Participant Grou Date:Jan 2 1994 Approved by:LZ Date:Feb 10,1994 {haagenson.wp]HF138-dvg-ntpl.doc PURCHASE ORDER GOLDEN VALLEY no:070246 ELECTRIC ASSOCIATION,INC.PAGE:2 0F 2 DATE:02/03/94BILLTO:PO BOX 71249 ©SHIPTO:516 ILLINOIS ST FAIRBANKS.AK 99707-1249 FAIRBANKS AK 99701 PHONE:(907)451-5665 FAX:(907)451-5681 CONFIRMING:"to:T pave:s/s DAMES &MOORE INC 5600 B STREET SUITE 10 IMPORTANT:PURCHASE ORDER NUMBER MUST ANCHORAGE,AK 99518-1641 BE INDICATED ON EACH SHIPPING CONTAINER. PACKING LIST,INVOICE,OR CORRESPONDENCE. PACKING LIST MUST ACCOMPANY EACH SHIPMEN ATTENTION:GARY HAYWARD OPS MNG _SHIPPING VIA:VENDOR DELIVERY VENDOR ACCT.#PHONE:(907)562-3366 TERMS:NET 30 DAYS FAX:907-562-1267 FOB:FAIRBANKS L 4 ITEM QUANTITY U/M OESCRIPTION UNIT PRICE TOTAL PRICE All procedural and payment questions should be directed to GVEA Purchasing. Scope: As defined by the GVEA RFP and the Vendor Proposal. Payment: Net 30 days,with invoice approval by Mr.Haagenson.Any contested items will be excluded from the invoice and submitted to vendor for resolution and subsequent payment. Pricing: Total Value of this Purchase order Not to Exceed $54,740.00. General Terms: All work performed under this purchase order shall comply with all applicable local,State,and Federal laws, regulations,and codes. TOTAL 54740.00 the orier suet SRUCTIONSTOVENDOR -GOLDEN VALLEY ELECTRIC ASSOC.,INC.°purchase sul fot on face feverse $ . 2.Purchase order no.must appear on material and documents.An Equal Opportunity Employer ee ee ut ON SEVEP Poca5.No substitutions may be made without prior approval of Golden Valley Electric Association.inc. 6.Direct all inquires to Purchasing Department at above address.Thomas K.Hartnell,Purchasing Agent 7.Acknowledgement and ship date required if not shipped within 5 days of receipt of this purchase order,THIS PURCHASE ORDER {§EXEMPT FROM WORTH STAR BOROUGHANDOCITYOF&Payment terme are Net 30 days unless otherwise indicated.FAIRBANKS SALES TAX UNOER ALASKA STATUTE'S SECTION 10.25.540 Department Copy GOLDEN VALLEY ELECTRIC ASSOCIATION,INC.(GVEA) Purchase Order-Terms and Conditions PRICE/QUANTITIES:The price or prices and quantities stated on the face of this purchase order shall be firm and fixed except as altered with written approval of GVEA's purchasing agent.The price stated shall include federal,state and local taxes unless otherwise expressly provided. ACCEPTANCE OF ORDER:This purchase order confirms a contract between the parties on the terms of this purchase order and any other relevant document(s)aslistedonitsface.By acceptance of this purchase order and/or performance here- under,Seller agrees to comply fully with the terms and conditions of sale set forth on both the front and reverse sides of this document,and any supplements hereto which are incorporated by a reference herein.Acceptance of this purchase order must be made on its exact terms and if additional or different terms are proposed by the Seller,such response will constitute a counteroffer and no contract shall come into existence without GVEA's written consent to the counteroffer.Seller represents that all goods supplied are free and clear from all claims and liens of any nature whatsoever.Nothing in this order or acceptance shail be construed to make Seller an employee or agent of GVEA.This purchase order together with any relevant documents or attachments to it constitutes the entire agreement between the parties.Any deviation from this agreement must be accepted in writing by GVEA. INSPECTION AND ACCEPTANCE:Final inspection of goods and services shal!be upon GVEA's premises unless otherwise agreed in writing.Any acceptance of goods is subject to inspection within a reasonable time after receipt.Payment oftheinvoicedoesnotconstituteinspectionoracceptanceofmaterialscoveredby the order,and GVEA reserves the right to inspect the goods before payment.If, upon inspection,any goods are found to be unsatisfactory,defective,or of inferior quality or workmanship,or fail to meet the specifications furnished or the re-quirements stated in the purchase order,GVEA may return such goods to Seller attheSeller's sole risk and expense,including the cost for handling and transport- ation,inspection,and any other charge connected with noncompliance of the purchase order. SHIPPING:Ali shipments and routing shall comply with the directions on the face of this purchase order or,in the absence of specific shipping instructions,goods shall be shipped FOB destination via the most economical means avaiable.All transportation,shipping and forwarding charges must be prepaid unless other- wise indicated on the purchase order.GVEA reserves the right to refuse any and ail shipments with collect charges.Seller shail notify GVEA of shipments within sufficient time to permit GVEA to arrange for unloading,and any claim for de- murrage resulting from Seller's failure to comply shall be paid by the Seller.Seller shall bear the risk of timely delivery of shipments in route.The risk of loss shall remain with the Seller until delivery of goods into GVEA's possession at desti- nation,subject to Seller responsibility for adequate packaging. WARRANTY:The Seller warrants articles supplied on this purchase order to conform to specifications stated herein and to be fit and sufficient for the purpose manufactured,of good material and workmanship,and in the absence of other applicable express or implied warranty specifying a longer period,free from defects for a minimum period of twelve (12)months from delivery to GVEA.This warranty shail survive any inspection,delivery or acceptance of the goods or services,or payment therefore by GVEA.Seller further warrants that Seller shall comply with the requirements of all applicable federal,state and local laws,rules, ordinances and regulations,such as,but not limited to OSHA,Hazardous MaterialsTransportationAct,Toxic Substances Control Act and Consumer Product Safety Act. CHANGES/CANCELLATION:GVEA may require changes to this order at any time and written modification shall be made as necessary with allowance for increased cost,date of delivery,or other matters affected by the change(s). GVEA may,at it's option,cancel any unshipped merchandise previously ordered, subject to the obligation to pay for merchandise shipped prior to cancellation.!f the purchase order covers merchandise manufactured or fabricated to specifications of GVEA,Seller shall discontinue all performance on the subject matter,except as otherwise directed,immediately upon receiving notice of such cancellation Inthe event of such cancellation,and providing Seller is not in default,GVEA shail pay toeller: a)The cost incurred by Seller in connection with this order prior to notice of cancellation;or b)Such other costs,including cancellation charges under subcontract.as GVEA may have approved. The total cancellation payment,plus previous payments,shail not exceed the totalpriceofthisorder.Upon such payment,at GVEA's option,title to any materials or uncompleted merchandise shail pass to GVEA. REMEDIES/WAIVER:Time is of the essence of this order,and in the event that performance or delivery is not timely,GVEA reserves the right to cance},purchase elsewhere,and/or hold Seller accountable for resulting costs and damages in- curred.Seller shail promptly notify GVEA of any event that threatens to delay performance or delivery. Any waiver by GVEA of any breach or default shail not be deemed continuing or applicable to other breach or default. 17. THIRD PARTY CONTRACT/ASSIGNMENT:Neither this order nor any rights and obligations under it shail be assigned or contracted to third parties by Selier without the prior written consent of GVEA.GVEA shail promotly be furnished with written notice and a signed copy of any assignment.Any claim for payment by Assignees shail be subject to those defenses and set-offs which GVEA may have against Seller.Seller shail insure that any third party contract and or assignment shall incorporate the provisions of this order by specific reference hereto INOEMNIFICATION:Seller shall indemnify GVEA for any loss,claim.damages, hability,expense (including reasonable attorney's fees)of any cause of actionwhatsoeverarisingoutofanyactoromissionoftheSeller,its agents.employees orsubcontractors.Seller shail maintain such public liability,property damage.em- ployee liability and compensation insurance as to protect GVEA from any said risks and from any ciaims under any appiicabie workers'compensation and occu- pational disease acts. GVEA reserves the right to require that it be named as an additional insured on Seller's insurance policies,that certificates of such insurance coverage be fur- nished upon request and that such additional insurance as it deems necessary de provided. The Seller agrees to defend,at its expense,GVEA and GVEA's ernployees.or any others using the product of GVEA,and hold them harmless,with respect to any and all claims that the products or materials furnished by the Seller under this order infringe any United States and/or foreign patent,trademark,copyright and or other property right of third parties. BUY AMERICAN:Seller shall adhere to the 'Buy American”requirement of REA Builetin 43-9.Any deviations from this requirement must be approved in writing by GVEA's purchasing agent.: LABOR AGREEMENTS:It is understood and agreed that the Seller shall abide by GVEA's project labor agreements if work at the jobsite is required in this order. SERVICES:Seller and GVEA understand and agree that al!''services”con- templated by this agreement and provided by Seller to GVEA shall have the same complete and entire meaning as the word "goods”in application of the Uniform Commercial Code.All warranties as provided for by application of the Uniform Commercial Code,including implied warranties of merchantabililty and fitness foraparticularpurpose,shall apply to any and all services provided by Selier to GVEA as provided for in this agreement.Any and ail other warranties,whether written or oral,statutory,express or implied,provided by Selier to GVEA shall apply to the services specified in this Agreement. FEDERAL LAWS,ORDERS AND REGULATIONS:GVEA and ail subcontractors, vendors,and suppliers agree and certify that they shall comply wth tne re- quirement of ail pertinent federal laws,orders and regulations inc!uding but not limited to Executive Order 112461,as amended,and the regulations at 41 CFR 60-1 through 60-60,at 41 CFR 60-250 and 60-741 and Sections 38 USC 2012 503 CHOICE OF LAW:Any civil action arising from this purchase order shall be Drought in the Fourth Judicial District for the State of Alaska.The laws of the State of Alaska shall govern the rights and the obligations of the parties under this purchase order LOBBYING DISCLOSURE:Any contract or subcontract which exceeds $100.000 shall comply with Federal Law,which governs this contract,and requires that all contractors.and any subcontractors comply with the following No Federal appropriated funds have been paid or will be paid.by or on beraifof the undersigned,to any person for influencing or attempting to influence an officer or employee of any agency,a Member of Congress,an officer or e coyee of Congress,or an employee of a Member of Congress in connection with the awarding of any Federal contract,the making of any Federal grant !ra raxing of any Federal loan,the entering into of any cooperative agreement and '"e exten- sion,continuation or renewal,amendment or modification of any Fetera:.ontract, grant,loan or cooperative agreement. if any funds other than Federal appropriated funds have been padorw "se oadto any person for influencing or attempting to influence an officer or ew;svee of any agency,a Member of Congress,an officer or employee of Corgess -*an em. ployee of a Member of Congress in connection with this Federa:..¢*act grant,loan,or cooperative agreement,the undersigned shall compiete anit s..0m t Stan- dard Form-LLL,"Disclosure Form to Report Lobbying.”in accortarce with its instructions. By acceptance of this contract with GVEA,you are cetiNirg 'mat vou aren compliance with this federal requirement.If you are required tocc™.ete Standard Form-LLL,"Disclosure Form to Report Lobbying,”you must sup™t "9 form to GVEA at the time this contract is entered into. WAIVER OF RIGHT TO FILE LIENS:Seller hereby agrees notto!e ary Tectancs, laborers',or materialmen's lien or other lien against any GVEA.# se oF any part thereof on account of any services or goods furnished urier as ter or any additions or addenda to this order.Seller hereby waives the:3""">©ary suchlien,and shall,if requested,execute a waiver of lien in recordao a '3m 1%'avor ot GVEA and the premises.Seller shall insure that any third Ue *+taetacar assignment shall incorporate the provisions of this purcrase tency cect reference to these terms and conditions. SEVERABILITY:The invalidity in whole or in part of any cora'.«°>8.«chase order shall not effect the validity of the other conditions "re ---2 +8 esereadin these terms and conditions shall be cumulative and addit'ora 6s -se tesin law or equity. mo PURCHASE ORDER*GULDEN VALLEY No.070246 ELECTRIC ASSOCIATION,INC.mace:1 OF 2 DATE:02/03/94BILLTO:PO BOX 71249°SHIPTO:516 ILLINOIS sT FAIRBANKS"AK 99707-1249 FAIRBANKS AK 99701 PHONE:(907)451-5665 FAX,(907)451 5681 CONFIRMING: to:T pate:f/f DAMES &MOORE INC 5600 B STREET SUITE 10 IMPORTANT:PURCHASE ORDER NUMBER MUST ANCHORAGE,AK 99518-1641 BE INDICATED ON EACH SHIPPING CONTAINER, ; PACKING LIST,INVOICE,OR CORRESPONDENCE. ed :PACKING LIST MUST ACCOMPANY EACH SHIPMER ATTENTION:GARY HAYWARD OPS MNG _ SHIPPING VIA:VENDOR DELIVERY VENDOR ACCT.#PHONE:(907)562-3366 TERMS:NET 30 DAYS FAX:907-562-1247 FOB:FAIRBANKS L I ITEM QUANTITY u/M DESCRIPTION UNIT PRICE TOTAL PRICE 1 1 LoT All labor,materials,and logistics to 54740.00 54740.0¢ perform Environmental Services for the Healy to Fairbanks Tranmission Line and associated substations as per the GVEA Request for Proposals and the Vendor Proposal of January 10,1994.os Req#:00000947035 Requestor:STEVE HAAGENSON Account Job #Percent 7 -10/107.26 1200.06 100.00 This purchase order comprises your Notice-to-Proceed with Environmental Studies for the Healy to Fairbanks Transmission Line and associated substations per your proposal dated January 10,1994. Project Management: This project will be managed by Mr.Steve Haagenson,GVEAManagerofEngineeringServices.Any changes to the scope of work under this purchase order must be approved in advance by Mr.Haagenson and confirmed by means of written addendum...All technical questions regarding the work performed.under this purchase order as well as all reporting should be-directed to Mr.Haagenson. "INSTRUCTIONS TO VENDOR lace and 's GOLDEN VALLEY ELECTRIC ASSOC.,INC. i i iti no jace reverse side.:SO ee pn Eau Opportunity EmpoyPackinglistrequiredwitheachshipment. 4.Invoice by item number.Dupticate invoice required.ON f¢CEP E-."Lé5.No substitutions may be made without prior approval of Golden Valley Electne Association,Ine.6.Direct all inquires to Purchasing Department at above address.Thomas K.Hartnell,Purchasing Agent T.Acknowledgementandshipdate requiredifnotshipped within 5 days of receipt of ths purchase order.a THIS PURCHASE ORDER [S$EXEMPT FROM NORTH STAR BOROUGH AND CITY OF |8.Payment terms are Net 30 days unless otherwise indicated.FAIRBANKS SALES TAX UNDER ALASKA STATUTES SECTION 10.25.540 Department Copy GOLDEN VALLEY ELECTRIC ASSOCIATION,INC.(GVEA) Purchase Order-Terms and Conditions PRICE/QUANTITIES:The price or prices and quantities stated on the face of this purchase order shail be firm and fixed except as altered with written approval of GVEA's purchasing agent.The price stated shall include federal,state and local taxes unless otherwise expressly provided. ACCEPTANCE OF ORDER:This purchase order confirms a contract between the parties on the terms of this purchase order and any other relevant document(s)aslistedonitsface.By acceptance of this purchase order and/or performance here- under,Seller agrees to comply fully with the terms and conditions of sale set forth on both the front and reverse sides of this document,and any supplements hereto which are incorporated by a reference herein.Acceptance of this purchase order must be made on its exact terms and if additional or different terms are proposed by the Seller,such response will constitute a counteroffer and no contract shail come into existence without GVEA's written consent to the counteroffer.Seller represents that all goods supplied are free and clear from all claims and liens of any nature whatsoever.Nothing in this order or acceptance shail be construed to make Seiler an employee or agent of GVEA.This purchase order together with any relevant documents or attachments to it constitutes the entire agreement between the parties.Any deviation from this agreement must be accepted in writing by GVEA. INSPECTION AND ACCEPTANCE:Final inspection of goods and services shall be upon GVEA's premises unless otherwise agreed in writing.Any acceptance of goods is subject to inspection within a reasonable time after receipt.Payment of the invoice does not constitute inspection or acceptance of materials covered by the order,and GVEA reserves the right to inspect the goods before payment.If, upon inspection,any goods are found to be unsatisfactory,defective,or of inferior quality or workmanship,or fail to meet the specifications furnished or the re- quirements stated in the purchase order,GVEA may return such goods to Seller at the Seller's sole risk and expense,including the cost for handling and transport- ation,inspection,and any other charge connected with noncompliance of the purchase order. SHIPPING:All shipments and routing shall comply with the directions on the face of this purchase order or,in the absence of specific shipping instructions,goods shall be shipped FOB destination via the most economical means available.All transportation,shipping and forwarding charges must be prepaid unless other- wise indicated on the purchase order.GVEA reserves the right to refuse any and all shipments with collect charges.Seller shall notify GVEA of shipments within sufficient time to permit GVEA to arrange for unloading,and any claim for de- murrage resulting from Seller's failure to comply shall be paid by the Seller.Seller shall bear the risk of timely delivery of shipments in route.The risk of toss shall remain with the Seller until delivery of goods into GVEA's possession at dest- nation,subject to Seller responsibility for adequate packaging. WARRANTY:The Seller warrants articles supplied on this purchase order to conform to specifications stated herein and to be fit and sufficient for the purpose manufactured,of good material and workmanship,and in the absence of otherapplicableexpressorimpliedwarrantyspecifyingalongerperiod,free from defects for a minimum period of twelve (12)months from delivery to GVEA.This warranty shall survive any inspection,delivery or acceptance of the goods or services,or payment therefore by GVEA.Seller further warrants that Seller shail comply with the requirements of all applicable federal,state and locai laws.rules, ordinances and regulations,such as,but not limited to OSHA,Hazardous Materials Transportation Act,Toxic Substances Control Act and Consumer Product Safety Act. CHANGES/CANCELLATION:GVEA may require changes to this order at any time and written modification shall be made as necessary with allowance for increased cost,date of delivery,or other matters affected by the change(s). GVEA may,at it's option,cancel any unshipped merchandise previously ordered, subject to the obligation to pay for merchandise shipped prior to cancellation Ifthe purchase order covers merchandise manufactured or fabricated to specifications of GVEA,Seller shall discontinue all performance on the subject matter,except as otherwise directed,immediately upon receiving notice of such cancellation Inthe event of such cancellation,and providing Seller is not in default,GVEA shall pay toeller: a)=The cost incurred by Seller in connection with this order prior to notice ofcancellation;or b)Such other costs,including cancellation charges under subcontract,as GVEA may have approved. The total cancellation payment,plus previaus payments,shall not exceed the totalpriceofthisorder.Upon such payment,at GVEA's option,title to any materials or uncompleted merchandise shall pass to GVEA. REMEDIES/WAIVER:Time is of the essence of this order,and in the event that performance or delivery is not timely,GVEA reserves the right to cancel,purcnase elsewhere,and/or hold Seller accountable for resulting costs and damages :n- curred.Seller shail promptly notify GVEA of any event that threatens to delayperformanceordelivery. Any waiver by GVEA of any breach or default shall not be deemed continuing or applicable to other breach or default. 12. THIRD PARTY CONTRACT/ASSIGNMENT:Neither this order nor any rights and obligations under it shall be assigned or contracted to third parties by Seller without the prior written consent of GVEA.GVEA shall promptty be furnished with written notice and a signed copy of any assignment.Any claim for payment by Assignees shail be subject to those defenses and set-offs which GVEA may have against Seller.Selier shall insure that any third party contract and.or assignment shall incorporate the provisions of this order by specific reference hereto. INDEMNIFICATION:Seller shall indemnify GVEA for any joss,claim,damages,lability,expense [including reasonable attorney's fees)of any cause of actionwhatsoeverarisingoutofanyactoromissionoftheSeller,its agents,employees orsubcontractors.Seller shall maintain such public liability,property damage,em- ployee liability and compensation insurance as to protect GVEA from any said risks and from any claims under any applicable workers'compensation and occu- pational disease acts. GVEA reserves the right to require that it be named as an additional insured on Seller's insurance policies,that certificates of such insurance coverage be fur- nished upon request and that such additional insurance as it deems necessary be provided. The Seller agrees to defend,at its expense,GVEA and GVEA's employees,or any others using the product of GVEA,and hold them harmless,with respect to any and all claims that the products or materiats furnished by the Seller under this order infringe any United States and/or foreign patent,trademark,copyright and or other property right of third parties. BUY AMERICAN:Seller shall adhere to the "Buy American”requirement of REA Bulletin 43-9.Any deviations from this requirement must be approved in writing by GVEA's purchasing agent. LABOR AGREEMENTS:It is understood and agreed that the Seller shail abide by GVEA's project labor agreements if work at the jobsite is required in this order. SERVICES:Seller and GVEA understand and agree that al!'services'con- templated by this agreement and provided by Selier to GVEA shail have the same complete and entire meaning as the word "goods”in application of the Uniform Commercial Code.All warranties as provided for by application of the Uniform Commercial Code,including implied warranties of merchantabililty and fitness for a particular purpose,shall apply to any and ail services provided by Seller to GVEA as provided for in this agreement.Any and all other warranties,whether written or oral,statutory,express or implied,provided by Seller to GVEA shall apply to the services specified in this Agreement. FEDERAL LAWS,ORDERS AND REGULATIONS:GVEA and all subcontractors, vendors,and suppliers agree and certify that they shall comply with the re- quirement of all pertinent federal laws,orders and regulations including but not limited to Executive Order 112461,as amended,and the regulations at 43 CFR 60-1 through 60-60,at 41 CFR 60-250 and 60-741 and Sections 38 USC 2012 503. CHOICE OF LAW:Any civil action arising from this purchase order shall be brought in the Fourth Judicial District for the State of Alaska.The jaws of the State of Alaska shalt govern the rights and the obligations of the parties under this purchase order. LOBBYING DISCLOSURE:Any contract or subcontract which exceeds $100.000 shall comply with Federal Law,which governs this contract,and requires that all contractors and any subcontractors comply with the following: No Federal appropriated funds have been paid or will be paid,by or on behaif of the undersigned,to any person for influencing or attempting to influence an officer or employee of any agency,a Member of Congress,an officer or employee of Congress,or an employee of a Member of Congress in connection with the awarding of any Federal contract,the making of any Federal grant.the making of any Federal joan,the entering into of any cooperative agreement.and the exten- sion,continuation or renewal,amendment or modification of any Federal contract, grant,loan or cooperative agreement. 'f any funds other than Federal appropriated funds have been paid or will De paid to any person for influencing or attempting to influence an officer or empliovee of any agency,a Member of Congress,an officer or employee of Congress.or an em- ployee of a Member of Congress in connection with this Federal contract.grant,toan,or cooperative agreement,the undersigned shall complete and submit Stan- dard Form-iLL,'Disclosure Form to Report Lobbying,”in accordance with its instructions. 8y acceptance of this contract with GVEA,you are certifying that you are in compliance with this federal requirement.If you are required to complete Standard Form-LLt,"Disclosure Form to Report Lobbying,”you must submit this form to GVEA at the time this contract is entered into. WAIVER OF RIGHT TO FILE LIENS:Seller hereby agrees not to file any Techanics', laborers',or materiaimen's lien or other lien against any GVEA orem-ses or any part thereof on account of any services or goods furnished under th:s order of any additions or addenda to this order.Seller hereby waives the nght to tia any suchlen,and shall,if requested,execute a waiver of lien in recordabie form .n favor of GVEA and the premises.Seller shall insure that any third party corteact andc¢assignment shail incorporate the provisions of this purchase order dy specif reference to these terms and conditions. SEVERABILITY:The invalidity in whole or in part of any condition of "©$purchase order shall not effect the validity of the other conditions.The reed es 'esevedin these terms and conditions shall be cumulative and additional to ary emedes in law or equity. "5#DAMES &MOORE 5600 B STREET,SUITE 100,ANCHORAGE,ALASKA 99518-1641 (907)562-4366 FAX:(907)862-1297 February 17,1994 Mr.Kraig Hughes Alaska Railroad,Engineering Post Office Box 107500 Anchorage,AK 99510-7500 Proposed Healy to Fairbanks 230 kV Transmission Line Project Meeting on February 22,1994 D&M Job No,09057-012-020 Dear Mr.Hughes: Golden Valley Electric Association,Inc (GVEA)is working in conjunction with the Rural Electrification Administration (REA)to prepare an Environmental Assessment (EA)with Scoping for the construction of a new 230 kV transmission line between Healy,Alaska and Fairbanks,Alaska.This letter is intended to introduce the project and to give you an idea of the scope of the project.The attached maps show the routes currently being considered. In order to ensure that all agency and local government concerns are addressed in the EA, Golden Valley invites you to attend an informal agency meeting on Tuesday,February 22,at 10:00 a.m.in the GVEA office at 758 Illinois Street in Fairbanks.Please review this letter and the attached maps prior to the meeting.The informal agency meeting is intended to be an opportunity for you to inform us of any concerns you have so that they can be incorporated into the EA. PROJECT SCOPE Over the past several years there have been several system,engineering,and economic studies, all of which have helped define transmission line costs,route,SVC location and sizing.The proposed Intertie consists of a new 100 mile transmission line from Healy to Fairbanks,plus reactive compensation (AF-100)which will be required to increase the intertie capacity to a 100 MW level.To accommodate this new intertie,substation modifications are proposed at Ft. Wainwright and at Healy. 23 DAMES &MOORE Golden Valley Electric Healy to Fairbanks Intertie February 15,1994 Page 2 TRANSMISSION LINE Preliminary studies have tentatively identified two alternative routes for the transmission line. These routes are labeled the North route and the South route,both of which are shown on the attached map.Several tentative sub-routes will also be examined in conjunction with the two primary routes.) The transmission line configuration will be primarily a X-tower design using weathering steel towers with suspension insulators,although some sections may use a single pole design.All river crossings will be accomplished with overhead spans and no submarine crossings or underground sections are proposed to be used.Although the line is proposed to be constructed for 230 kV,it will initially be operated at 138 kV.Foundations tentatively will consist of drilled/driven "H"pilings in floodplains with a combination of piling and concrete footings in the uplands. The proposed transmission line has been broken into five sections,or links,in an effort to facilitate design and construction.A small scale map is included to delineate the various links. SUBSTATIONS The most recent study proposes modifications to the Healy Substation to provide an additional breaker to feed the proposed Intertie.A new substation (Wilson Substation)is proposed near 30th and Lathrop,adjacent to the existing GVEA 69 kV and 138 kV lines and the Fairbanks Municipal Utilities System (FMUS)69 kV South Fairbanks line.The new substation will be the northern terminal of the intertie,and the site of a northern Static Var Compensation (SVC)or Battery Energy Storage (BES).A new substation is proposed to be added near Igloo,south of Cantwell,to include a new Static Var System (SVS)for reactive compensation.Modifications to the Teeland Substation are also proposed,including the addition of a new 100 MVA transformer and additional reactive compensation on the transformer tertiary.Modification of the controls on the existing SVS is being reviewed for incorporation in this work. EXISTING ENVIRONMENT The proposed corridor will proceed north out of the Healy Power Plant,following along the plateau approximately 1 to 3 miles east of the Nenana River until it drops down into the floodplain near Rex.There the south route will proceed northerly about 2 miles east of and parallel to the Parks Highway,crossing the Tanana River about 4 miles east of Nenana.The south route will then parallel the Tanana River along the southerly slopes of the adjacent hills 2%DAMES &MOORE Golden Valley Electric Healy to Fairbanks Intertie February 15,1994 Page 3 as far as Rosie Creek where we will again cross the Tanana and proceed across the flats until such point where we can proceed due north into the Fairbanks area.The north route will parallel the existing 138 kV transmission line until just south of the Nenana Airport where it will turn and cross the Tanana River in about the same area as the south route.The north route would then proceed to the ridge top near the Parks Highway and eventually drop into the Goldstream Valley,going around the north side of Ester Dome and southerly into the Fairbanks area. Slight modifications of these routes will be examined in the Macro-corridor analysis. ENVIRONMENTAL PROCESS The environmental analysis will consist of a Macro-corridor Analysis and Project Alternative Report,Public Scoping Meeting.The EA will address such topics as:project description and need,alternatives evaluation,affected environment,environmental consequences,and a summary of permitting requirements. We look forward to meeting with you on February 22,1994.If you have any additional questions regarding the meeting or the project,you may call Maryellen Tuttell at Dames & Moore (562-3366)or Greg Wyman at GVEA (451-5629). Sincerely, DAMES &MOORE Maryellen Puttell,AICP Environmental Planner MET:CKB gvea ltr Enclosures ce:Greg Wyman\ Mr.Bill Keller Department of the Army,Corps of Engineers Regulatory Branch Post Office Box 898 Anchorage,AK 99506-0898 Mr.David Nixon U.S.Army Corps of Engineers 3745 Giest Road,Unit B Fairbanks,AK 99709 Mr.Al Cronk U.S.Bureau of Land Management 1150 University Avenue Fairbanks,AK 99709-3844 Mr.Gary Forman U.S.Bureau of Land Management 1150 University Avenue Fairbanks,AK 99709-3844 Ms.Judy Bittner Alaska Department of Natural Resources State Historic Preservation Officer Post Office Box 107001 Anchorage,AK 99510 Mr.Rick Smith Alaska Department of Natural Resources Division of State Lands 3700 Airport Way Fairbanks,AK 99709 Mr.John Huber ADOT&PF,Utilities Section 2301 Peger Road Fairbanks,AK 99709-5399 Mr.Mike Tinker ADOT&PF,Environmental Section 2301 Peger Road Fairbanks,AK 99709-5399 Ms.Joyce Bealman Alaska Department of Environmental Conservation 610 University Avenue Fairbanks,AK 99709-3643 Mayor John Gonzales Denali Borough Post Office Box 480 Healy,AK 99743 Mr.Jack Granfield Fairbanks -North Star Borough Property Management Section Post Office Box 71267 Fairbanks,AK 99707 Mr.Larry Bright _U.S.Fish &Wildlife Service 101 -12th Avenue,Box 19 Room 232 Fairbanks,AK 99701 Mr.Al Ott Alaska Department of Fish &Game 1300 College Road Fairbanks,AK 99701 Mr.Mark Jen U.S.Environmental Protection Agency 222 West 7th Avenue,#19 Anchorage,AK 99513-7588 Mr.Tom Brooks Alaska Railroad Post Office Box 107500 Anchorage,AK 99510-7500 Mr.Kraig Hughes Alaska Railroad Post Office Box 107500 Anchorage,AK 99510-7500 1) 2) 3) 4) 5) AGENDA NORTHERN INTERTIE Healy to Fairbanks 230 kV Transmission Agency Information Meeting February 22,1994 10:00 -12:00 Introduction Project Description Macro Corridor Study Overview Project Schedule Discussion Golden Valley Electric Association,Inc. February 22,1994 Sign In Sheet Name Affiliation Agency Information Meeting - Phone Tam Sm tH SHPO (A 10 Cle RACE 76 3-FOP Mike Tip KER Dor £pL Fae bans FS/-52% CARY [Pt e210 f Tue SMBRATE LS 3C97 KO ftp LYSE.Lag4}'e 4a 41-2390 Ary WILT bosh Py Ss Exo)og ca)Saves Y5L-29 Gixx WIaAwran Caviced Dare VAond Capepe wf fnaenect-5 _Y$7¢ZGS Dted (nck Ve VDE ?7 =Dames?(100 2Earyel(en TyHe ll Den zlNoove. Jou A.LusbEe Je ARK (laritrries,)414-2498 Kaks thew al (VEY Ur salb Koren LIVE Tim DeMries GVEA SENT BY:47 40-0t +UeUUL I +BEML wo mu aw: NORTITERN INTERTIE Healy to Fairbanks 230 kV Transmission Line Agency Information Meeting February 22,1994 (10:00 -12:00) MEETING MINUTES The meeting started af 10:15 a.m.at Golden Valley Electric Association (GVFA)offices in Fairbanks,Alaska.A list of attendees is attached.Maryellen Tuttel (Dames &Moore)opcned the meeting with a brief introduction and outlined the meeting agenda (attached).This meeting is intended to provide a brief overview of the proposed project and clicit any initial agency concerns or comments for considcration in the environmental process for the Northern Intertie. Introduction -Steve Haagenson (GYBA) In 1984 an Intertic was constructed from Anchorage to Healy in anticipation of the Susitna project.However,the Susitna Project never got off the ground.Alaska Energy Authority (AEA)completed a feasibility study last ycar indicating the Northern Intertie to be economically fcasible.Major issues in cvaluating alternatives included reliability,economics of purchasing power from Anchorage,and sharing the fine load so as not to overload the existing line. The proposed line is expected to be constructed of 230 kV towers which will mainly consist of weathering steel X-frame structures.The design span is 1,200 feet maximum with an average design span of 1,000 feet.Although the line is proposed to be constructed for 230 kV,the Jinc wil]initially be operated at 138 kV.All river crossings will be accomplished with overhead spans and are not proposed to include any submarine crossings or any underground sections. Two sites for static var compensation systems are propused:one thirty five miles south of Cantwell near Igloo on the parks Highway and the other at the northern tenninal of the intertie in Fairbanks. Environmental Studies Qyerview -Maryellen Tuttell (Dames_&Moore Dames &Moore has been retaincd by GVEA to prepare environmental documents required by the Rural Electrification Administration (REA)under 7 CFR 1794 which include a Macro- Corridor Study,a Project Alternative Report,and an Environmental Assessment (EA).The Macro-Corridor Study will contain an analysis of the project area in which the proposed routes are located.The project corridor will be delineated such that any possible madifications to the routcs will be included within the corridor.Evaluation criteria to be used to compare the routc alternatives will be developed based on best available data for each resource under consideration. wee ae wwe SENT BY:2-23-94 ;5:39PM ;DAMES &MOOKE -ANU>YUL 4DL DODO O/Ff These resources include climate/soils/geology;aquatic biology;wildlife and habitat; wetlands/vegetation/cultural and historic resources;socioeconomic/sociopolitical studies;visual and recreational values;and electromagnetic fields.Information from the Macro-Corridor Study and the cvaluation of alternatives will then be included in the Project Alternative Report.The Project Altcrnative Report will describe the project altcrnatives considered,the evaluation criteria that werc dcvcloped and how they were applied,thc impact analyses completed,and the preferred route alignment.After completing the Project Allernative Report,Dames &Moore will produce a draft Environmental Asscssment (BA)including project description;alternative analysis;affected environment;and environmcntal consequences sections.The environmental process includes public scoping meetings for the EA as required by REA under 7 CFR 1794. After receiving public comments from the scoping meetings,review comments from GVEA, REA,and various interested agencies,Dames &Moore will revise the EA to address the issues and comments raises to prepare a inal BA. le -man (GV The Northern Intertie is comprised of five links: Link |:Healy to Rex (uplands) Link 2:Rex to the Nenana River Crossing (flood plain) Link 3:Nana to Tanana (uplands) Link 4:Tanana to Fairbanks Area (flood plain) Link 5:Fairbanks area Phase I geotechnical investigations are beginning this winter on links 2 and 4 (in the flats). More detailed geotechnical investigations (Phasc II)will be conducted on preferred route next winter. Anticipate having a decision on the EA within 12 to 18 months (April -May,1995).Would like to begin construction on links 1,4,and S during the winter of 1995/96.Existing roads and access roads will be used wherever possible.Plan on constnucting line in links 2 and 3 in summer of 1996 with a completed line available for use in January 1997. May do a lot of helicopter work in sensitive areas.Clearing will bc by hydroaxe.May needtodosomeroadconstructioninlink1. It is realized that this iy a very optimistic schedule and may nced to be adjusted,but would Ilks to stay as close to it as possible. SENT BY: Agency Comments Tim Smith (SHPO) Erv McIntosh (USFWS) Mike Tinker (ADOT) John Huber (ADOT) 27407SE F USSU oy AM Ow WNL cw ws swe weewwsee Areas of concern are primarily concentrated in uplands (i.c.bluff tops and ridge tops that overlook Nenana,Moose Creek,Railroad Bridge at Ferry). A lot of work has been done in the area,but some additional survey work may need to be donc. Construction in the winter really helps because most concern is below the root mat. Not a lot of concern as Jong as up front work is done carefully. Concerned with creating increased access into arcas previously unaccessible. Migratory routes,stream crossings,corridor may change use of area by wildlife due to new access to arca by trappers. Would have concern with construction during sensitive periods. GVEA noted that a helicopter survey will be conducted in the spring,after snow is gonc and before leaves appear.Two videos will be taped:one vertical and one 22 degrees off horizontal at an elevation of 200-300 feet off the ground at a slow speed. It would be best if critical habitats were identified prior to conducting video survey. Need to assess visual impacts. ADOT has a very detailed library which we can access. Concemed with crossing DOT facilities (roads,airports, properties) Concemed with areas whcre there may be shared Right-Of-Ways (ROWs)and any section lines which may be used for roads in the future.May want to construct adjacent to ROW rather than in it. Use of Section lines are allowed,but not specifically permitted. Could be required to move sections of line at a later date if a road SENT BY:Z-Z9-94 »O-4UCTM »VAMOS &MVUNC -AW7 wul tun Wuuurm ur os were to fo in. Concern with cumulative impacts (construction vs.operation) Need to stay out of ADOT matcrial sources. Gary Foreman (BLM)Concern with selected lands (Native,statc,etc.)Need lo get Dave Mobraten (BLM)Ictters of confirmation. Native allotment crossings may need to include Burcau of Indian Affairs (BIA)if the native allotment has been confirmed and the title conferred. Subsistence issues and impacts will need to be addressed. Dave Nixon (COE)Clearing which is restricted to hydroaxe or hand clearing with removal of debris is not regulated by COE. Pilings of this nature would not be regulated by COE.Only regulated if thcy were closely spaced and would posc a significant impact to wetlands. Placement of pads or fill would require a permit. Need river crossing permit for Section 10 waters (3 crossings on the Tanana). If COE permits are required,they would more than likely need to be individual permits.It is not anticipated that any of the nationwide permits would be applicable. PURCHASE ORDER GULDEN VALLEY no.070240 ELECTRIC ASSOCIATION,INC.PAGE:10F 2 a DATE:02/02/94 BILL TO:PO BOX 71249 SHIPTO:516 ILLINOIS st FAIRBANKS-AK 99707-1249 FAIRBANKS AK 99701 PHONE:(907)451-5665 FAX:(907)451-5681 CONFIRMING: TO:'To paTe:=// Power Technologies Inc 775 Sunrise Avenue Suite 210 IMPORTANT:PURCHASE ORDER NUMBER MUST Roseville,CA 95661 BE INDICATED ON EACH SHIPPING CONTAINER, PACKING LIST,INVOICE,OR CORRESPONDENCE. PACKING LIST MUST ACCOMPANY EACH SHIPMENT ATTENTION:John Douda Senior En SHIPPINGVIA:Vendor Delivery VENDOR ACCT.#PHONE:(916)783-3566 TERMS:NET 30 DAYS FAX:916-783-2086 FOB:FAIRBANKS L | ITEM QUANTITY U/M DESCRIPTION UNIT PRICE TOTAL PRICE 1 1 LoT All labor,materials,and logistics to 19371.00 19371.00 perform System Studies Services as per the GVEA Request for Proposals and the Vendor Proposal of January 28,1994. Req#:00000947036 Requestor:STEVE HAAGENSON Account Job #Percent 7-10/107.26 1200.06 100.00 This purchase order comprises your Notice-to-Proceed with System Studies for the Healy to Fairbanks (HF-138) Transmission Line per your proposal dated January 28,1994. Project Management: This project will be managed by Mr.Steve Haagenson,GVEA Manager of Engineering Services.Any changes to the scope of work under this purchase order must be approved in advance by Mr.Haagenson and confirmed by means of written addendum.All technical questions regarding the work performed under this purchase order as well as all reporting should be directed to Mr.Haagenson. All procedural and payment questions should be directed to GVEA Purchasing. INSTRUCTIONS TO VENOOR GOLDEN VALLEY ELECTRIC ASSOC.,INC.1.This purchase order subject to terms and conditions noted on face and reverse side ; 2.Purchase order no.must appear on material and documents.An Equal Opportunity Employer Packing list required with each shipment.° «.Invoice by item number.Duplicate invoice required.OM fi ltd iw,ra Px5.No substitutions may be made without prior approval of Golden Valley Electric Association Inc 6.Direct ait inquires to Purchasing Department at above address.Thomas K.Hartnell,Purchasing ajent 7.Acknowledgement and ship date required if not shipped within 5 days of receipt of this purchase order.- THIS PURCHASE ORDER {S EXEMPT FROM NORTH STAR BOROUGH AnD CITY OF8.Payment terms are Net 30 days unless otherwise indicated.FAIRBANKS SALES TAX UNDER ALASKA STATUTE'S SECTION 10 2°53 540 Department Copy GOLDEN VALLEY ELECTRIC ASSOCIATION,INC.(GVEA) Purchase Order-Terms and Conditions PRICE/QUANTITIES:The price or prices and quantities stated on the face of this purchase order shall be firm and fixed except as altered with written approval of GVEA's purchasing agent.The price stated shall include federal,state and local taxes unless otherwise expressly provided. ACCEPTANCE OF ORDER:This purchase order confirms a contract between the parties on the terms of this purchase order and any other relevant document(s)as listed on its face.By acceptance of this purchase order and/or performance here- under,Seller agrees to comply fully with the terms and conditions of sale set forth on both the front and reverse sides of this document,and any supplements hereto which are incorporated by a reference herein.Acceptance of this purchase order must be made on its exact terms and if additional or different terms are proposed by the Seller,such response will constitute a counteroffer and no contract shall come into existence without GVEA's written consent to the counteroffer.Seiler represents that all goods supplied are free and clear from all claims and liens of any nature whatsoever.Nothing in this order or acceptance shail be construed to make Seller an employee or agent of GVEA.This purchase order together with any relevant documents or attachments to it constitutes the entire agreement between the parties.Any deviation from this agreement must be accepted in writing by GVEA. INSPECTION AND ACCEPTANCE:Final inspection of goods and services shal!be upon GVEA's premises unless otherwise agreed in writing.Any acceptance of goods is subject to inspection within a reasonable time after receipt.Payment of the invoice does not constitute inspection or acceptance of materials covered by the order,and GVEA reserves the right to inspect the goods before payment.If, upon inspection,any goods are found to be unsatisfactory,defective,or of inferior quality or workmanship,or fail to meet the specifications furnished or the re- quirements stated in the purchase order,GVEA may return such goods to Seller at the Seller's sole risk and expense,including the cost for handling and transport- ation,inspection,and any other charge connected with noncompliance of the purchase order. SHIPPING:All shipments and routing shall comply with the directions on the face of this purchase order or,in the absence of specific shipping instructions,goods shall be shipped FOB destination via the most economical means available.All transportation,shipping and forwarding charges must be prepaid unless other- wise indicated on the purchase order.GVEA reserves the right to refuse any and ail shipments with collect charges.Seller shall notify GVEA of shioments within sufficient time to permit GVEA to arrange for unloading,and any claim for de- murrage resulting from Seller's failure to comply shall be paid by the Setter.Setler shail bear the risk of timely delivery of shipments in route.The risk of loss shall remain with the Seller until delivery of goods into GVEA's possession at desti- nation,subject to Seller responsibility for adequate packaging. WARRANTY:The Seller warrants articles supplied on this purchase order to conform to specifications stated herein and to be fit and sufficient for the purpose manufactured,of good material and workmanship,and in the absence of other applicable express or implied warranty specifying a longer period,free fram defects for a minimum period of twelve (12)months from delivery to GVEA This warranty shall survive any inspection,delivery or acceptance of the goods or services,or payment therefore by GVEA.Seller further warrants that Seiler shall comply with the requirements of all applicable federal,state and local laws,rules. ordinances and regulations,such as,but not limited to OSHA,Hazardous MaterralspransportationAct,Toxic Substances Control Act and Consumer Product Safetyct. CHANGES/CANCELLATION:GVEA may require changes to this order at any time and written modification shall be made as necessary with allowance for increased cost,date of delivery,or other matters affected by the change(s). GVEA may,at it's option,cancel any unshipped merchandise previously ordered.subject to the obligation to pay for merchandise shipped priorto cancellation ifthepurchaseordercoversmerchandisemanufacturedorfabricatedtospecifications of GVEA,Seller shall discontinue ail performance on the subject matter,except as otherwise directed,immediately upon receiving notice of such cancellation inthe event of such cancellation,and providing Seller is not in default,GVEA shall pay toeller: a)The cost incurred by Seller in connection with this order prior to notice of cancellation;or b)Such other costs,including cancellation charges under subcontract.as GVEA may have approved. The total cancellation payment,plus previous payments,shall not exceed the total price of this order.Upon such payment,at GVEA's option,title to any materials or uncompleted merchandise shail pass to GVEA. REMEDIES/WAIVER:Time is of the essence of this order,and in the event that performance or delivery is not timely,GVEA reserves the right to cancel,purcnase elsewhere,and/or hold Seller accountable for resulting costs and damages in. curred.Seller shali promptly notify GVEA of any event that threatens to delayperformanceordelivery. Any waiver by GVEA of any breach or default shall not be deemed continuing or applicable to other breach or default. 10. V1. 12. 13. 14. 15. THIRD PARTY CONTRACT/ASSIGNMENT:Neither this order nor any rights and obligations under it shall be assigned or contracted to third parties by SellerwithoutthepriorwrittenconsentofGVEA.GVEA shail promptly be furnished with written notice and a signed copy of any assignment.Any claim for payment by Assignees shail be subject to those defenses and set-offs which GVEA may have against Selter.Seller shail insure that any third party contract and or assignment shall incorporate the provisions of this order by specific reference hereto INDEMNIFICATION:Seller shall indemnify GVEA for any loss,claim,damages, liability,expense {including reasonable attorney's fees)of any cause of actionwhatsoeverarisingoutofanyactoromissionoftheSeller,its agents,employees orsubcontractors.Seiler shall maintain such public liability,property damage.em- ployee liability and compensation insurance as to protect GVEA from any said risks and from any claims under any applicable workers'compensation and occu- pational disease acts. GVEA reserves the right to require that it be named as an additional insured on Seller's insurance policies,that certificates of such insurance coverage be fur- nished upon request and that such additional insurance as it deems necessary be provided. The Seller agrees to defend,at its expense,GVEA and GVEA's employees.or any others using the product of GVEA,and hold them harmiess,with respect to any and all claims that the products or materials furnished by the Seller under this order infringe any United States andor foreign patent,trademark,copyright and or other property right of third parties. BUY AMERICAN:Seller shall adhere to the "Buy American”requirement of REA Bulletin 43-9.Any deviations from this requirement must be approved in writing by GVEA's purchasing agent. LABOR AGREEMENTS:it is understood and agreed that the Seller shall abide by GVEA's project labor agreements if work at the jobsite is required in this order. SERVICES:Seller and GVEA understand and agree that all 'services'con- templated by this agreement and provided by Seller to GVEA shall have the same complete and entire meaning as the word ''goods”in application of the Uniform Commercial Code.All warranties as provided for by application of the Uniform Commercial Code,including implied warranties of merchantabililty and fitness for a particular purpose,shall apply to any and all services provided by Selier to GVEA as provided for in this agreement.Any and all other warranties,whether written or oral,statutory,express or implied,provided by Seller to GVEA shall apply to the services specified in this Agreement. FEDERAL LAWS,ORDERS AND REGULATIONS:GVEA and all sudcontractors, vendors,and suppliers agree and certify that they shall comply with the re- quirement of ali pertinent federal jaws,orders and regulations inciuding but not limited to Executive Order 112461,as amended,and the regulations at 41 CFR 60-1 through 60-60,at 41 CFR 60-250 and 60-741 and Sections 38 USC 2012 503. CHOICE OF LAW:Any civil action arising from this purchase order shall be brought in the Fourth Judicial District for the State of Alaska.The jaws of the State of Alaska shall govern the rights and the obligations of the parties under this purchase order LOBBYING DISCLOSURE:Any contract or subcontract which exceeds $100,000 shall comply with Federal Law,which governs this contract,and requires that all contractors and any subcontractors comply with the following: No Federal appropriated funds have been paid or will be paid,by or on behalf of the undersigned,to any person for influencing or attempting to influence an officer or employee of any agency,a Member of Congress,an officer or employee of Congress,or an employee of a Member of Congress in connection «ith the awarding of any Federal contract,the making of any Federal grant the making of any Federal loan,the entering into of any cooperative agreement.and the exten- sion,continuation or renewal,amendment or modification of any Federa!contract, grant,!oan or cooperative agreement. If any funds other than Federal appropriated funds have been paid of wii!be paid to any person tor influencing or attempting to influence an officer or enplovee of any agency,a Member of Congress,an officer or employee of Congress.of an em- ployee of a Member of Congress in connection with this Federal contract.grant,loan,or cooperative agreement,the undersigned shall complete and suomit Stan- dard Form-LLL,"Disclosure Form te Report Lobbying,”in accordance with its instructions. By acceptance of this contract with GVEA,you are certifying 'rat you are in compliance with this federal requirement.If you are required to como ete StandardForm-LLL,"Disclosure Form to Report Lobbying,”you must suo™+t !h-s form toGVEAatthetimethiscontractisenteredinto. WAIVER OF RIGHTTO FILE LIENS:Seller hereby agrees not tof ie ary echanics',laborers',or materialmen's lien or other lien against any GVEA ote ses or any part thereof on account of any services or goods furnished under"+"Jer or any additions or addenda to this order.Seiler hereby waives the night 10 *@ any such len,and shail,if requested,execute a waiver of lien in recordable 'o'r 4 favor ofGVEAandthepremises.Seller shall insure that any third pawy 9 'act and'assignment shail incorporate the provisions of this purchase »'#'"vy specifreferencetothesetermsandconditions. SEVERABILITY:The invalidity in whole or in part of any conat-or °°"scurchase order shall not effect the validity of the other conditions The -eme:es ssevedinthesetermsandconditionsshallbecumulativeandadditiona:°°ave ew Temes INlaworequity. PURCHASE ORDER GOLDEN VALLEY no:070240 ELECTRIC ASSOCIATION,INC.PAGE:20F 2 DATE:02/02/94 BILL TO:PO BOX 7 1249 SHIP TO:516 ILLINOIS ST FAIRBANKS-AK 99707-1249 FAIRBANKS AK 99701 PHONE:(907)4512-5665 FAX:.(907)451-5681 CONFIRMING: T to:7 opATE:«// Power Technologies Inc 775 Sunrise Avenue Suite 210 IMPORTANT:PURCHASE ORDER NUMBER MUST Roseville,CA 95661 BE INDICATED ON EACH SHIPPING CONTAINER, PACKING LIST,INVOICE,OR CORRESPONDENCE. PACKING LIST MUST ACCOMPANY EACH SHIPMEN™ ATTENTION:John Douda Senior En _SHIPPING VIA:Vendor DeliveryVENDORACCT.#PHONE:(916)783-3566 TERMS:NET 30 DAYS FAX:916-783-2086 FOB:FAIRBANKS L a ITEM QUANTITY U/M DESCRIPTION UNIT PRICE TOTAL PRICE Scope: As defined by the GVEA RFP and the Vendor Proposal. Payment: Net 30 days,with invoice approval by Mr.Haagenson.Any contested items will be excluded from the invoice and submitted to vendor for resolution and subsequent payment. Pricing: Total Value of this Purchase Order Not to Exceed $19,371.00. General Terms: All work performed under this purchase order shall comply with all applicable local,State,and Federal laws, regulations,and codes. TOTAL 19371.00 tn 'wed STRUCTIONS TOVENDOR GOLDEN VALLEY ELECTRIC ASSOC.,INC..This purchaseordersul to terms and conditions noted on face reverse side ; 2.Purchase order no.must appear on material and rts.An Equal Opportunity Employer Packing list required with each shipment. 2.Invoice by item number,Duplicate invoice required.ONV4FESfine Fr2é5.No substitutions may be made without prior approval of Goiden Valley Electric A 6.Direct alt inquires to Purchasing Department at above address.Thomas K.Hartnell,Purchasing Agent 7.Acknowledgement and ship date required if not shipped within 5 days of receipt of thea purchase : o.THIS PURCHASE ORDER IS EXEMPT FROM NORTH STAR BOROUGH AMD CITY OF8.Payment terms are Net 30 days unless otherwise indicated.FAIRBANKS SALES TAX UNDER ALASKA STATUTE'S SECTION 10.25 $40 Department Copy GOLDEN VALLEY ELECTRIC ASSOCIATION,INC.(GVEA) Purchase Order-Terms and Conditions PRICE/QUANTITIES:The price or prices and quantities stated on the face of this purchase order shail be firm and fixed except as altered with written approval of GVEA's purchasing agent.The price stated shail include federal,state and !ocal taxes unless otherwise expressly provided. ACCEPTANCE OF ORDER:This purchase order confirms a contract between the parties on the terms of this purchase order and any other relevant document(s)aslistedonitsface.By acceptance of this purchase order and/or performance here- under,Seller agrees to comply fully with the terms and conditions of sale set forth on both the front and reverse sides of this document,and any supplements hereto which are incorporated by a reference herein.Acceptance of this purchase order must be made on its exact terms and if additional or different terms are proposed by the Seller,such response wilt constitute a counteroffer and no contract shall come into existence without GVEA's written consent to the counteroffer.Seller represents that all goods supplied are free and clear from all claims and liens of anynaturewhatsoever.Nothing in this order or acceptance shail be construed to make Seiler an employee or agent of GVEA.This purchase order together with any relevant documents or attachments to it constitutes the entire agreement between the parties.Any deviation from this agreement must be accepted in writing by GVEA. INSPECTION AND ACCEPTANCE:Final inspection of goods and services shall be upon GVEA's premises unless otherwise agreed in writing.Any acceptance ofgoodsissubjecttoinspectionwithinareasonabletimeafterreceipt.Payment of the invoice does not constitute inspection or acceptance of materials covered by the order,and GVEA reserves the right to inspect the goods before payment.If, upon inspection,any goods are found to be unsatisfactory,defective,or of inferiorqualityorworkmanship,or fail to meet the specifications furnished or the re-quirements stated in the purchase order,GVEA may return such goods to Seller attheSeller's sole risk and expense,including the cost for handling and transport- ation,inspection,and any other charge connected with noncompliance of the purchase order. SHIPPING:All shipments and routing shali comply with the directions on the face of this purchase order or,in the absence of specific shipping instructions,goods shali be shipped FOB destination via the most economical means available.Ali transportation,shipping and forwarding charges must be prepaid unless other- wise indicated on the purchase order.GVEA reserves the right to refuse any and all shipments with collect charges.Seiler shatl notify GVEA of shipments within sufficient time to permit GVEA to arrange for unloading,and any claim for de- murrage resuiting from Seller's failure to comply shail be paid by the Seller.Seiler shalt bear the risk of timely delivery of shipments in route.The risk of loss shalt remain with the Seiler untit delivery of goods into GVEA's possession at desti- nation,subject to Seller responsibility for adequate packaging. WARRANTY:The Seller warrants articles supplied on this purchase order to conform to specifications stated herein and to be fit and sufficient for the purpose manufactured,of good material and workmanship,and in the absence of otherapplicableexpressorimpliedwarrantyspecifyingalongerperiod,free from defects for a minimum period of twelve (12)months from delivery to GVEA.This warranty shall survive any inspection,delivery or acceptance of the goods or services,or payment therefore by GVEA.Seller further warrants that Seiler shall comply with the requirements of all applicable federal,state and local laws,ruies, ordinances and regulations,such as,but not limited to OSHA,Hazardous MaterialsTransportationAct,Toxic Substances Controt Act and Consumer Product SafetyAct. CHANGES/CANCELLATION:GVEA may require changes to this order at any time and written modification shall be made as necessary with allowance for increased cost,date of delivery,or other matters affected by the change(s). GVEA may,at it's option,cancel any unshipped merchandise previously ordered." *subject to the obligation to pay for merchandise shipped prior to cancellation.Ifthe purchase order covers merchandise manufactured or fabricated to specifications of GVEA,Seller shall discontinue ail performance on the subject matter,except as otherwise directed,immediataty upon receiving notice of such cancellation.In theeventofsuchcancellation,and providing Seller is not in default,GVEA shall pay toetler: a}The cost incurred by Seller in connection with this order prior to notice of cancellation;or b)Such other costs,including cancellation charges under subcontract,as GVEA may have approved. The total cancellation payment,plus previous payments,shal!not exceed the total price of this order.Upon such payment,at GVEA's option,title to any materials or uncompleted merchandise shall pass to GVEA. REMEDIES/WAIVER:Time is of the essence of this order,and in the event that performance or delivery is not timely,GVEA reserves the right to cancel,purchase elsewhere,and/or hold Selier accountable for resulting costs and damages in- curred.Seller shail promptly notify GVEA of any event that threatens to delayperformanceordelivery. Any waiver by GVEA of any breach or defauit shall not be deemed continuing or applicable to other breach or default. 10. 14. 12. 13. 14. 15. 18. THIRD PARTY CONTRACT/ASSIGNMENT:Neither this order nor any rights and obligations under it shall be assigned or contracted to third parties by Seller without the prior written consent of GVEA.GVEA shail promptly be furnished with written notice and a signed copy of any assignment.Any claim for payment by Assignees shall be subject to those defenses and set-offs which GVEA may have against Seiler.Seller shall insure that any third party contract and/or assignment shall incorporate the provisions of this order by specific reference hereto. INDEMNIFICATION:Seller shall indemnify GVEA for any loss,.claim,damages. liability,expense {including reasonable attorney's fees)of any cause of actionwhatsoeverarisingoutofanyactoromissionoftheSeller,its agents,employees orsubcontractors.Seller shall maintain such public liability,property damage,em- ployee liability and compensation insurance as to protect GVEA from any said risks and from any claims under any applicable workers'compensation and occu- pational disease acts. GVEA reserves the right to require that it be named as an additional insured on Seller's insurance policies,that certificates of such insurance coverage be fur- nished upon request and that such additional insurance as it deems necessary be provided. The Seller agrees to defend,at its expense,GVEA and GVEA's employees,or any others using the product of GVEA,and hold them harmless,with respect to any and all claims that the products or materials furnished by the Seller under this order infringe any United States and/or foreign patent,trademark,copyright and:or other property right of third parties. BUY AMERICAN:Seller shall adhere to the "Buy American”requirement of REA Bulletin 43-9.Any deviations from this requirement must be approved in writing by GVEA's purchasing agent. LABOR AGREEMENTS:It is understood and agreed that the Seller shall abide by GVEA's project tabor agreements if work at the jobsite is required in this order. SERVICES:Seiler and GVEA understand and agree that all "services”con- templated by this agreement and provided by Seiler to GVEA shail have the same complete and entire meaning as the word "goods”in application of the UniformCommercialCode.All warranties as provided for by application of the Uniform Commercial Code,including implied warranties of merchantabililty and fitness for a particular purpose,shail apply to any and all services provided by Seiler to GVEA as provided for in this agreement.Any and all other warranties,whether written or oral,statutory,express or implied,provided by Seller to GVEA shail apply to the services specified in this Agreement. FEDERAL LAWS,ORDERS AND REGULATIONS:GVEA and ail subcontractors, vendors,and suppliers agree and certify that they shall comply with the re- quirement of all pertinent federal laws,orders and regulations including but not limited to Executive Order 112461,as amended,and the regulations at 41 CFR 60-1 through 60-60,at 41 CFR 60-250 and 60-741 and Sections 38 USC 2012503. CHOICE OF LAW:Any civil action arising from this purchase order shall be brought in the Fourth Judicial District for the State of Alaska.The laws of the State of Alaska shall govern the rights and the obligations of the parties under this purchase order. LOSBYING DISCLOSURE:Any contract or subcontract which exceeds $100,000 shall comply with Federal Law,which governs this contract,and requires that ail contractors and any subcontractors comply with the following: No Federal appropriated funds have been paid or will be paid,by or on behalf of the undersigned,to any person for influencing or attempting to influence an officer oremployeeofanyagency,a Member of Congress,an officer or employee of Congress,or an employee of a Member of Congress in connection with theawardingofanyFederalcontract,the making of any Federal grant,the making of any Federal loan,the entering into of any cooperative agreement,and the exten- sion,continuation or renewal,amendment or modification of any Federal contract, grant,loan or cooperative agreement. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency,a Member of Congress,an officer or employee of Congress.or an em- ployee of a Member of Congress in connection with this Federal contract.grant, loan,or cooperative agreement,the undersigned shall compiete and submit Stan- dard Form-LLL,"Disclosure Form to Report Lobbying,”in accordance with its instructions. By acceptance of this contract with GVEA,you are certifying that you are in compliance with this federal requirement.if you are required to complete Standard Form-LLL,"Disclosure Form to Report Lobbying,”you must submit this form to GVEA at the time this contract is entered into. WAIVER OF RIGHT TO FILE LIENS:Seller hereby agrees not to file any mechanics', laborers',or materialmen's lien or other tien against any GVEA premises or any part thereof on account of any services pr goods furnished under this order or any additions or addenda to this order.Seller hereby waives the right to file any suchlien,and shall,if requested,execute a waiver of lien in recordabie form in favor of GVEA and the premises.Seller shall insure that any third party contract and:c assignment shall incorporate the provisions of this purchase order by specif reference to these terms and conditions. SEVERABILITY:The invalidity in whole or in part of any condition of ths purchase order shall not effect the validity of the other conditions.The remeaes 'eserved in these terms and conditions shall be cumulative and additional to any "emedies in law or equity. --"pr POWER TECHNOLOGIES,INC.775 SUNRISE AVENUE SUITE 216 ROSEVILLE.CA 95661 916 783-3566 FAX 316 783-2086 January 28,1994 Mr.Steve Haagenson Engineering Department Golden Valley Electric Assn. 758 Illinois Street Fairbanks,AK 99707 Dear Steve: RE:Healy to Fairbanks 230 kV Intertie Electrical System Studies Please find enclosed PTT's proposal and estimate on the referenced study.This proposal and estimate are being submitted in response to your January 19,1994 Request for Proposal (RFP).Our proposal and estimate has been prepared per the instructions in your RFP.We trust that you will find our response to your RFP satisfactory., We appreciate the opportunity to respond to your system analysis needs.We hope that we are the successful offerors on this project,and we look forward to working with you. Sincerely, John H.Doudna,P.E. Senior Engineer JHD: Enclosure CORPORATE OFFICES ¢1482 ERIE BOULEVARD *PO BOX 1058 ©SCHENECTADY,NY 12301-1058 *518 395-5000 Power Technologies,Inc.Page 1 PROPOSAL &ESTIMATE FOR ELECTRICAL SYSTEM STUDIES FOR HEALY TO FAIRBANKS 230KV INTERTIE INTRODUCTION This proposal and estimate is being submitted in response to Golden Valley's RFP issued January 19,1994 for the Healy to Fairbanks 230 kV Intertie Electrical System Studies.This proposal outlines system analysis work to be performed by Power Technologies,Inc.(PTI)to: e Develop the system data base °Determine the placement,size and type of additional reactive compensation e Evaluate the interaction response characteristics of the existing SVC controls This proposal follows the same task outline as used in the RFP.An effort has been made to provide as complete of a response as possible to Golden Valley's RFP.This work,however, is being offered on a per diem basis.Therefore,to the extent that this proposal does not address or cover all aspects of interest to GVEA,GVEA is free to expand the completion time and scope for the various tasks outlined to match its expectations.Moreover,flexibility exists for GVEA to modify the scope of work during the study process.GVEA and PTI shall discuss and agree on any such modifications and adjust the schedule and estimate as required. The RFP specifies the proposed Healy-Fairbanks Intertie as a 230 kV facility.However,this proposal assumes that the analysis requested will only focus on evaluation of system response and reactive compensation with the proposed intertie operated at 138 kV.As noted above, the flexibility exists to expand the schedule and scope of the study if GVEA desires this evaluation to be performed with the Intertie operated at 230 kV.However,GVEA and PTI will have to mutually agree on the addition of such evaluation to the project and the associated schedule and cost estimate. WORK PLAN The system analysis work requested by the RFP and covered in this proposal is as outlined below for Tasks 1 through 4: TASK 1 -DEVELOP SYSTEM DATA BASE AND UNIT DISPATCH System Data Base and Development PTI presently has an existing PSS/E system analysis data base for the Railbelt system.The power flow portion has a detailed representation of the Railbelt system.This includes all 138 kV and 69 kV lines in the GVEA system as well as all 188 kV and 69 kV step-down _transformers and generator step-ups.This data base has been updated and is currently being used for the Healy Clean Coal Project (HCCP)studies.The power flow model includes a representation for the proposed Healy-Fairbanks 230 kV line (represented as a Healy to Ft. Wainwright 138 kV line)as well as additional reactive compensation.The power flow data base also includes a representation of the proposed Ft.Knox gold mine facilities. Power Technologies,Inc.Page 2 The dynamics portion of the existing Railbelt data base contains all machine data which was derived from the recent tests of the Railbelt generating units.This includes representation of generators,excitation systems,and turbine-governor systems for the major Railbelt units. The dynamics data base has already been updated to include a model representative of the latest revisions of the Bradley Lake turbine-governor system,a revised model for the Bradley Lake excitation systems,and a model specific to the Kenai SVCs.The dynamics data base also includes underfrequency load shedding relays reflecting the most recent settings adopted by the Railbelt utilities.As part of the HCCP studies,the dynamic data base has already been updated to include representation of the HCCP unit and proposed new SVCs. Based on the status of the existing Railbelt power flow and dynamics data base,negligible data base modification will be required for the studies requested in the RFP.The only significant data base modifications envisioned are: e Revision of the representation for the proposed Healy-Fairbanks Intertie to reflect impedance for proposed line design °Revision or addition of line and transformer data associated with the proposed northern termination point of the intertie °Modification of power flow and dynamics data for the existing SVCs OST It is proposed that GVEA provide PTI with impedances,points of connection and other system changes desired for representing the proposed Healy-Fairbanks 230 kV Intertie.PTI will incorporate this information in the PSS/E power flow data base to be used in this study. GVEA will also need to provide PTI with all information it has regarding the controls and ratings of equipment associated with the existing SVCs.This information should include transfer function block diagrams of the SVC controllers,gains,time constants and other available detailed information on the existing SVC controls.GVEA should also provide information as to the exact rating of capacitors and inductors associated with the existing SVCs.If available,this should include results from any commissioning tests or field measurements which document the SVCs'output,and system and SVC voltages under full capacitive and full inductive operating conditions. PTI will review the information on the existing SVCs provided by GVEA to update the power flow and dynamics data base to adequately represent the existing SVCs.Representation of the existing SVCs in the dynamics data base will through use of a standard PSS/E SVC model which most closely matches the control functions of these SVCs. Unit Dispatches and System Conditions PTI will communicate with GVEA at the beginning of this study effort to identify credible 'and realistic unit dispatches and power transfer limits to be used in identifying placement and size of new reactive compensation.However,based on work already completed for the HCCP studies and the results from those studies,the following items are proposed as the basis for performing the evaluation identified in Task 2: °Perform analysis on a winter normal load level with the Ft.Knox gold mine in service. Fairbanks area loads (GVEA and FMUS)will be scaled up to identify maximum reasonable transfers and reactive compensation levels and placement °Perform analysis based on all Fairbanks area generation being off-line Power Technologies,Inc.Page 3 °Identify transfer limits and reactive compensation sizes and placement based on net Healy generation levels of 25 MW,50 MW and 75 MW Evaluation Criteria Prior to beginning the analysis identified in Task 2,PTI and GVEA will need to agree on the criteria used to evaluate system response and identify the size and placement of reactive compensation.This criteria should include both steady-state and dynamic voltage limits, incremental loss rates for limiting power transfers,and incremental reactive compensation versus transfer limits for limiting reactive compensation additions.These are more fully described as follows: Steady-State,System Intact Voltage Objective Under system intact,steady-state conditions,a desired voltage level (i.e.,objective)to be maintained by the reactive compensation at the 'regulated bus'needs to be specified.This objective needs to be consistent with present system operating practices followed on various parts of the system. For the GVEA system,the voltage objective is proposed to be 102%.For the southern end of the Anchorage-Fairbanks Intertie (i.e.,Teeland 138 kV bus),the voltage objective is proposed to be 100%. Steady-State,Post-Contingency Voltage Limit Under single-contingency,steady-state conditions a minimum acceptable voltage level to be maintained by the reactive compensation needs to be specified.It is proposed that for any transmission bus (i.e.,69 kV or above facility)in the GVEA system or along the Anchorage-Fairbanks Intertie the minimum post- contingency,steady-state voltage limit be 95%. Dynamic Voltage Limits Following single-contingency disturbances,minimum and maximum swing voltage limits to be maintained by the reactive compensation need to be specified.These swing voltage limits are assumed to be exclusive of short-term (i.e.,3-cycle or less)transients.For dynamic analysis performed as part of this study,swing voltage limits of 80%to 115%at any transmission bus are proposed Incremental Loss Rates For a heavily loaded system (i.e.,one where lines are loaded well above the surge impedance loading)power losses can increase rapidly for small increases in power transfer.Adding sufficient reactive compensation may allow power transfers on the interties to be increased significantly.However,such transfers may result in extremely high incremental losses.Thus,a steady-state,system intact incremental loss rate should be identified as a means of establishing maximum transfer levels.It is proposed that GVEA establish such a limit based on its established cost for internal generation versus the cost for economy energy purchased from the Anchorage area. Incremental Reactive Compensation Limit As for losses on a heavily loaded system, large amounts of reactive compensation addition may be required to support relative small 'increases in incremental power transfer.Thus,a steady-state,system intact incremental reactive compensation rate (i.e.,Mvar of compensation per MW of transfer)limit should be identified as a means of establishing maximum reactive compensation limits.It is proposed that GVEA establish such a limit based on its identified incremental cost for capacity from internal sources (i.e.,new generation capacity in the Fairbanks area)versus the cost for additional reactive compensation necessary to provide equivalent power transfer capacity from the Anchorage area.As a guideline and based on the approximate cost for SVC capacity recently installed at Soldotna,it is suggested that a cost of $88,000 per Mvar be used for establishing this limit. Power Technologies,Inc.Page 4 TASK 2 -ANALYSIS OF REACTIVE REQUIREMENTS AND SYSTEM RESPONSE This task will determine the appropriate placement,size and type of reactive compensation. It will also identify the maximum power transfers which are feasible under steady-state,system intact conditions and identify the dynamic system response following a singlecontingencywhenoperatingatthesetransferlevels.It is proposed to limit this investigation to the application of shunt reactive compensation (i.e.,capacitors,inductors and SVCs). Evaluation of series reactive compensation is not proposed,but can be considered if desired by GVEA.Such consideration would expand the scope of work beyond that provided in this proposal. Based on work already performed for the HCCP studies,it is expected that the majority of the reactive compensation added to support the proposed intertie will be in the form of SVCs (i.e.,or devices which can provide extremely fast,dynamic,continuous or near-continuous response).Such capability is required to meet the system's reactive demands under contingency situations.However,some additional switched shunt capacitors will likely be feasible as a part of the overall reactive compensation plan. The basis proposed for use in this task for the placement and sizing of reactive compensation is as follows: e Attempt to limit placement of reactive compensation to existing substations or new substations proposed as part of the intertie °Provide dispersement of reactive compensation such that loss of one reactive compensation facility does not severely impact transfer levels or system operation e Avoid alteration or up-sizing of the existing SVCs (other than for control modifications).This is necessary to meet the above objective. Power Flow Simulations The system data base developed in Task 1 will be used in power flow simulations to identify the maximum feasible power transfers and placement,size and type of reactive compensation required for steady-state,system intact conditions.The maximum feasible power transfers and associated reactive compensation under system intact conditions will be evaluated based on the criteria established by PTI and GVEA per the proposed guidelines listed under Task 1 above.This steady-state,system intact power flow analysis will be based on specific generation dispatches and system conditions mutually agreed upon between GVEA and PTI with the guidelines proposed under Task 1 above used as the basis. Once having identified maximum power transfer and reactive compensation requirements under steady-state,system intact conditions,power flow simulations will be run for various -single-contingency outages.Single-contingencies will include outages of facilities which serve more than one function (e.g.,Gold Hill transformer).This analysis will exclude any outage which would directly island the GVEA system (see contingency list and proposal under the Dynamics Simulations section below).These power flow simulations will be used to identify the steady-state,post-contingency reactive compensation requirements necessary to satisfy the voltage criteria proposed under Task 1 above.This step of the analysis may identify additional placements for reactive compensation not identified by the steady-state,system intact power flow analysis. Power Technologies,Inc.Page 5 Dynamic Simulations Dynamic simulations will be performed to verify the response of the system based on: e The system initially intact and operating with the unit dispatches and maximum power transfers identified in the steady-state,system intact power flow analysis e Using the maximum reactive compensation (by location)identified in any of the steady-state,single-contingency power flow analysis Dynamic simulations will be based on single-contingency system disturbances.Such disturbances will include the application of 69 kV and 138 kV faults three-phase faults,loss of generators,the trip of transformers,switching of reactive equipment,tripping of SVCs,and the pick-up and dropping of load.The dynamic simulations will include contingencies which island the GVEA system.GVEA and PTI will discuss and mutually agree on the specific disturbance conditions to be studied,however the following list of contingencies is proposed for this portion of the study.As noted above,the non-islanding contingencies listed below are also proposed for use in the steady-state,single-contingency power flow analysis. Loss of one Healy unit Fault and trip of the Healy-Gold Hill 138 kV line Fault and trip of the proposed Healy-Fairbanks 230 kV line Fault and trip of the Gold Hill-Ft.Wainwright 138 kV line Fault and trip of the Gold Hill-Zehnder 69 kV line Trip of the Gold Hill SVC Trip of the Gold Hill transformer (also trips the SVC) Trip of the Ft.Wainwright capacitors Trip of the Ft.Wainwright transformer (also trips the FWS capacitors) Trip of the Healy SVC Trip of new reactive compensation added for the intertie Fault and trip of Teeland-Douglas 138 kV line Fault and trip of Healy-Douglas 138 kV line Where the dynamic response of the system proves to be unstable or outside the swing voltage limits proposed in Task 1 above,reactive compensation levels will be increased within reason (i.e.,no more than 50%increase above steady-state,single contingency size)until acceptable response is achieved.Where stable and acceptable dynamic response cannot be achieved by reasonable increases in the reactive compensation size,alternate methods will be examined as proposed below. As part of the dynamic analysis to verify system response and reactive compensation,a special situation will be analyzed which deviates from the unit dispatches and system condition proposed in Task 1 above.Previous studies (as well as actual operating experience) have shown that one of the worst contingencies from a dynamic response perspective is the loss of a North Pole unit.Loss of a North Pole unit due to its size (62 MW winter capability) creates a severe deficiency which results in large swing angles and low voltages which lead to out-of-step conditions across the Anchorage-Fairbanks Intertie.Thus,it is proposed that analysis of reactive compensation requirements will include evaluation of maximum transfer levels and reactive compensation necessary to provide stable and acceptable response for a loss of a North Pole unit. This analysis of system response for loss of a North Pole unit is proposed to consist of two parts.First,based on the maximum steady-state transfer levels and reactive compensation Power Technologies,Inc.Page 6 levels identified in the previous steps described above,a North Pole unit will be brought on- line at various levels (up to 62 MW)to replace transfer into the GVEA system from the Anchorage area.Response of the system to loss of the North Pole unit will be analyzed and as required reactive compensation will be increased (again,within reason)to provide stable and acceptable dynamic response for loss of a North Pole unit at 62 MW. Provided acceptable dynamic response can be achieved for loss of 62 MW of North Pole generation with reasonable increases in reactive compensation,it is proposed to proceed with the second part of the analysis.For this part of the analysis it is proposed to represent the North Pole generation at 62 MW and increase transfers from Anchorage to Fairbanks by increasing the Fairbanks area load.Dynamic response to the loss of the North Pole unit will be evaluated and reactive compensation increased within reasonable limits to identify maximum transfer limits based on a North Pole unit initially operating at 62 MW. As an alternative to: a)increasing the size of reactive compensation to achieve stable and acceptable dynamic system response (either with or without considering the North Pole outage),or b)in the event that stable and acceptable dynamic response cannot be achieved by reasonable increases in reactive compensation, voli. it is proposed to evaluate dynamic reduction of net system load. Dynamic system load reduction is considered to be automatic,fast reduction of the net GVEA/FMUS system real-power load in the Fairbanks area which could be provide through: °Undervoltage load shedding relays °Outage-dependant transfer trip of load e Electrical energy storage devices such as a battery energy storage (BES)or superconducting magnetic energy storage (SMES)facility However,as part of this dynamic load reduction analysis it,PTI does not propose to specifically model or represent either undervoltage load shedding relays or BES or SMES facilities.Rather,it is proposed to identify magnitudes of fast,net system load reduction (by whatever means)which would be required to provide acceptable dynamic response: °without increasing the reactive compensation above the identified steady-state,single- contingency size,or e in lieu of providing reactive compensation for operation under steady-state,single- contingency conditions Based on the results of this technical analysis,it is proposed that an economic analysis be _made comparing the estimated cost of the proposed reactive compensation versus the cost offacilitiestoprovidedynamic,net real-power system load reduction with reduced reactive compensation.Depending on the results of the economic analysis,further detailed technical analysis could be pursued to further quantify system response and benefits from facilities which can provide dynamic,net real-power load reduction. Power Technologies,Inc.Page 7 TASK 3 -ANALYSIS OF EXISTING SVC CONTROLS INTERACTION This task will evaluate the expected response and stability of the existing SVC controls.This task will particularly focus on control interactions between the existing SVCs and any new SVCs proposed as part of-the reactive compensation plan for the intertie.It is proposed that this analysis will be limited to investigation of control interactions in the power-swing frequency range (i.e.,0 to 5 Hz)around the nominal synchronous frequency of the system which can validly be analyzed with PSS/E.This task is not proposed to analyze sub- synchronous,super-synchronous,torsional,or high-frequency interactions of SVC controls. This task will not attempt to identify or predict the expected response of the existing SVC controls under off-nominal frequency conditions. Analysis Process The analysis performed under this task will be based entirely on dynamic simulations using models and parameters for the existing SVCs as indicated in Task 1 above.For the purpose of this analysis,any new SVCs proposed as part of the reactive compensation plan will be based on the dynamic model developed for the Kenai SVCs and will use adjusted data parameters applicable to the proposed SVCs. This analysis will investigate control interactions under a limited range of system operating conditions,but will primarily focus on interactions under weak system conditions.Such conditions create the most unstable SVC control environment,and adverse control interaction are most likely to result under such conditions.The control interaction will be examined by perturbation of the system through several typical events.PTI and GVEA will mutually agree on the system perturbations which will be considered,but the following perturbations are proposed for this portion of the analysis: e Energizations of the Anchorage-Fairbanks Intertie with and without the pick-up of intermediate loads °Pick-up and dropping of Fairbanks area load with the GVEA system served from the Anchorage-Fairbanks Intertie °Pick-up and dropping of Fairbanks area load with the GVEA system served only from the Healy units °Capacitor and reactor switching in the Fairbanks area with the GVEA system served from the Anchorage-Fairbanks Intertie °Capacitor and reactor switching in the Fairbanks area with the GVEA system served only from the Healy units @ Loss of a Healy unit with the GVEA system served from the Anchorage-Fairbanks Intertie In the event the analysis reveals undesirable control interactions,the following options will be explored as part of this task: °Minimization of the number of SVCs which are operated when the specific system condition does not require all SVCs to be on-line °Adjustment of parameters associated with existing and proposed SVCs Power Technologies,Inc.Page 8 By nature of the model detail and the analysis platform proposed for use in this task,the results of this analysis effort cannot be considered all inclusive or completely indicative of either the presence or absence of control interaction problems.Further,the proposed analysis effort cannot be expected to completely conclude whether or not controls on the existing SVCs should be replaced or upgraded.Such determination would require highly detailed information about the hardware associated with the existing SVCs and the proposed SVCs which would support EMTP-level analysis.Such analysis would not be feasible until the supplier for new proposed SVCs has been selected. TASK 4 -REPORT PREPARATION PTI will provide GVEA with complete study documentation.All power flow and dynamic simulation results will be fully documented and provided in bound volumes along with conclusions and recommendations.Power flow results will be plotted on representative one- line diagrams.Dynamic simulation results will be presented in the form of time-domain plots of pertinent system quantities (e.g.,rotor angles,voltages,frequencies,power flows,etc.). In an effort to provide GVEA with information as soon as possible and to allow for adequate review and comment,a draft report will first be provided to GVEA.A final report will then be prepared including GVEA's comments on the draft report.No verbal presentation to GVEA in Fairbanks,Alaska is proposed as part of this work.PTI does propose,however,to verbally communicate with GVEA via telephone conferencing as required by GVEA. COST ESTIMATE The total cost of work included in this proposal is estimated to be $17,610 before including the contingency noted on GVEA Form HF138T1.XLS,Page 1 attached to GVEA's RFP.The basis for this total cost are as outlined on labor summary below by project task.In addition, this total includes $500 for miscellaneous project expenses (e.g.,printing,courier service,etc.) This total project cost as computed from the labor summary is based on all work being performed by a Senior Engineer.The project work scope and cost estimate are subject to final contract negotiations.Invoices for work performed on this project will be issued monthly. All work on this project will be on a per diem basis based on PTI's standard published rates as listed in FIN-2 (attached).FIN-2 outlines PTI's Rates for Engineering Services,and are applicable for all government and general public buyers.PTTs rates are subject to reasonable changes based on periodic review of prevailing economic conditions and cost of living indicators.Changes will occur no more often than once per year. This cost estimate does not include any funds for travel and living expenses or for additional labor associated with such travel.In the event that GVEA requests PTI to travel associated with this project,any travel and living expenses will be billed on an "actual cost incurred” basis.Any additional labor associated with travel will be billed at the per diem labor rates referenced above. Power Technologies,Inc.Page 9 Labor Summary by Task Description of Work Engineering Labor :(days) Task 1 -Develop System Data Base &Unit Dispatch 1.0 Task 2 -Analysis Of Reactive Requirements 6.0 Task 3 -Analysis Of Existing SVC Controls 3.0 Task 4 -Report Preparation 4.0 General -Project Management 0.5 Total 14.5 As per the instructions included in GVEA's RFP,the labor and expenses summarized above have been transferred to the cost and labor breakdown forms attached to the RFP.Completed copies of these forms are attached to this proposal. REVISIONS TO TERMS &CONDITIONS Based on review of the terms and conditions included in the GVEA Purchase Order,PTI cannot agree to the conditions as stated under Item 7:REMEDIES/WAIVER.Item 7 of the Purchase Order holds the Seller liable for liquidated damages.The limits of PTT's liability under this project would be to refund to GVEA the labor fees it pays to PTI to perform this study.We propose that the conditions outlined in Item 7 of the Purchase Order be amended to limit PTTs liability as indicated. PROJECT TEAM This project will be managed and coordinated through PTT's Western Office in Roseville, California.All work identified in this proposal is expected to be performed by John Doudna, Senior Engineer,in PTI's Western Office.To the extent that any supplemental support or consultation is necessary for completion of this analysis effort,assistance will be solicited from Senior Engineering personnel in PTI's Headquarters Office in Schenectady,New York. Such support would most likely be provided by Mr.Brad Johnson,Mr.Rodolfo Koessler,or Mr.Johnny Willis. SCHEDULE PTI proposes to meet the schedule outlined in GVEA's RFP provided prompt notice to proceed is given by GVEA (i.e.,by February 3).However,GVEA should recognize that Mr.John Doudna,the primary engineer proposed for this project,is fully applied with primary activity focused on the HCCP studies for GVEA.To accommodate this new analysis project,work on the HCCP study will have to be suspended or reduced for the duration of this project.All other PTI engineering personnel are currently fully applied,and transfer of this work (other than for supplemental support or consultation as noted above)is not possible in the time Power Technologies,Inc.Page 10 frame indicated in GVEA's RFP. Once authorization to proceed is given,PTI proposes to communicate with GVEA and solicit the data identified under Task 1 above and required for modification of the model to support the work outlined in Tasks 2 and 3.This would also include PTI and GVEA reaching agreement on the generation dispatches,system conditions,and criteria outlined under Task 1 above.Following completion of the work outlined under Task 2 above,a partial draft report is proposed to be issued to GVEA which includes the results of the analysis and a recommendation for the placement,size and type of reactive compensation.This partial draft report will be incorporated in the full draft report issued at the end of the project. Upon completion of the Task 2 work and issuance of the partial draft report,PTI will also communicate with GVEA and mutually agree on the specific scenarios to be analyzed under Task 3.Pending completion of the Task 3 work,PTI will prepare a full draft report for issuance to GVEA. Pending review and comment on the full draft report by GVEA,PTI will revise the report as necessary to reflect GVEA's comments and issue a final report to GVEA on a mutually agreeable schedule. RELEVANT PROJECT EXPERIENCE Following is a list of several relevant projects having aspects similar and applicable to the proposed Healy to Fairbanks Intertie project. e BRADLEY LAKE HYDROELECTRIC PROJECT Alaska Energy Authority /Stone &Webster Engineering Corp. Enhanced and refined Railbelt system data base and conducted power flow,short- circuit and dynamic simulation analysis to determine transmission facility requirements,supplemental stability controls,and operating constraints for the Project.This work included the sizing and placement of two static var compensators on the Kenai Peninsula power system as well as the development of technical specifications and requirements for these static var compensators., °RAILBELT UTILITIES UNDERFREQUENCY LOAD SHEDDING Alaska Energy Authority. Performed system simulation studies to evaluate the performance of the existing underfrequency load shedding program,identified deficiencies,and developed, analyzed and recommended alternative methods and requirements. Power Technologies,Inc.Page 11 °TYEE LAKE -SWAN LAKE INTERTIE FEASIBILITY STUDY Alaska Energy Authority /R.W.Beck &Associates Developed system data base model for power flow,short-circuit and dynamic simulations,and performed analysis to determine the technical requirements and potential problems associated with the proposed intertie.This project included the sizing and placement of reactive compensation for the intertie. °COPPER VALLEY INTERTIE ELECTRIC SYSTEM STUDY -PHASE 1 Alaska Energy Authority /R.W.Beck &Associates Developed system data base model for power flow and dynamic simulations,and performed analysis to determine the technical requirements and potential problems associated with the proposed intertie to the Railbelt system.This work included the -placement and sizing of reactive compensation required for the intertie. °CHUGACH BATTERY FACILITY STUDY Chugach Electric Assn./Decision Focus,Inc./Sandia National Labs Identified potential applications and supervised studies examining the technical benefits of battery energy storage facilities applied on the Chugach Electric Association's system. °ML&P SMES FACILITY PRELIMINARY STUDY Anchorage Municipal Light &Power Identified potential spinning reserve benefits of a super-conducting magnetic energy storage facility (SMES)and control options applicable to maximizing the usefulness of such a device installed on the ML&P system.Follow-on work is proposed based on the preliminary study results. e HEALY CLEAN COAL PROJECT Golden Valley Electric Association Prepared model data base for power flow,short-circuit and dynamic simulation associated with the proposed Healy Clean Coal Project (HCCP)generation addition. System performance with the HCCP unit will be analyzed and options identified and evaluated to improve system performance.Work is currently in progress. °FT.KNOX GOLD MINE STUDY Golden Valley Electric Association Prepared power flow model data base and performed reconnaissance level studies fortheproposedFt.Knox Gold Mine (FKGM)addition.Such studies included analysisofenergizationofFKGMequipmentandlargemotorstartingimpactsontheGVEA system.This lead to the recommendation of alternate methods for starting the large motors at the mine.Further work on this project is planned. x HF138PTI.XLS Electrical System Study Cost Breakdown by Design Task and Links Project:Healy to Fairbanks 230 kV Intertie Task #Link # a 1.0 PROJECT ADMINISTRATION Total 36+©MH ¢5,370 2.0 DATAREVIEW i? Total &-O MH ¢J),1F0 3.0 REACTIVE COMPENSATION ° Total 449.0 MH $7 OSO 4.0 EXISTING STATIC VAR CONTROL STUDY 7 Total 24.OMH $3 540 0.0 EXPENSES i Total $5 oO TOTAL LABOR AND EXPENSES L/7,640} CONTINGENCY 10.00% GRAND TOTAL NTE.ssss=>[/9,37 /| INCLULOES KEPORT PBELAEA TIO LD Page 1 Project:|Healy to Fairbanks 230 kV Intertie Electrical System Study Man-hour Breakdown per Resource /Task HF138PTI.XLS [units $$$$$$TOTAL Project AutoCAD _Clerical COSTS Manager Staff Staff ||PROJECT ADMINISTRATION__Total 36-0 |$5,3/0DATAREVIEW|_|a Total |SO]_-_f $/(,/50REACTIVECOMPENSATIONTotal|ZP-0 |$7,00EXISTINGstaticVARGONTROLSTUDYTotal[2250 SUM //6.0 i Total MH=> Page 3 POLICY FIN-2 RATES FOR ENGINEERING SERVICES PTI's engineering services are normally supplied on a time-and-materials basis.Cost-plus-fixed-fee contracts will not be accepted.Where work requirements can be clearly specified,firm price contracts may be negotiated. On time and materials (per diem)contracts,the following terms will apply: 1.Effective February |,1994,rates for engineering services will be as follows: Long-Term Category Daily Rate Contract Rate President,Department Managers aod Priacipal Consultants $1400 $1340 Unit Managers and Senior Consultants $1340 $1280 Senior Engineers and Senior Analysts $1180 $1126 Analytical Engineers and Analysts $850 $310 Engineering Assistants, Technicians and Programmers $554 $530 Labor $372 $350 These rates will be increased by 20%for projects requiring startup on short notice,rescheduling of existing commitments,advisory assignments characterized by a series of short,intermittent, or unscheduled consultations,or other unusual mobilization efforts.This premium will also apply to work specifically requested on weekends or holidays and to days in which staff participate in proceedings,whether or not as a witness. Long-term contract rates will apply to aggregate contract commitments representing at least>!2 man-years of engineering time.For information regarding this,please contact PTI. continued Policy FIN-2 [Rev.12/93]I 10. 11. Rates include U.S.Federal and New York State income taxes,but will be increased by other taxes due by PTI or withheld from PTI payment. PTI's rates include normal secretarial staff support,normal personal computer usage,overhead, and profit. Billing for services rendered will be based upon the actual hours worked within each of the classifications cited in 1.above.The above daily rates are based on an 8-hour day.These rates are PTI's minimum standard domestic commercial consulting/service rates and will be applied to all clients,both Government and commercial,in a consistent manner.Actual hours worked and billable will include:a)All time spent at PTI sites working directly on the client's project. b)All time spent at the client's sites.c)Travel time incurred during the normal work day (up to eight hours per day).d)Travel time required on Saturdays,Sundays,and/or PTI holidays to meet client's requested schedules (up to eight hours per day). Travel and living costs while away from PTI offices will be billed as incurred.Other material charges or other direct charges (other than PTI labor)will be billed at actual cost plus a five percent (5%)handling charge.Computer charges will be billed as detailed in Policy FIN-1. All work requiring PTI's experimental or laboratory facilities at PTI's Experimental Facility will be subject to a facilities charge equal to 25%of budgeted site-related project value.This charge will cover all fixed costs related to PTI's Experimental Facility including lease cost,utilities, taxes,maintenance,repairs,and depreciation of PTI-owned equipment. The following records will be made available for client audits:a)Specific cost details of all charges other than direct labor (vendor invoices,travel and living vouchers,etc.).b)Actual time sheets and/or labor distribution records of PTI staff billed to the client.This will enable an audit and verification of the actual hours worked by individuals within each classification for the services rendered.The billing rates are not negotiable or subject to audit since these will be determined at the beginning of each contract or consultation. Work undertaken on the basis of the rate schedule in paragraph 1 will be billed at said schedule pending at least sixty days prior written notification of change of rate. Projects undertaken by PTI on a time-and-materials basis with a fixed ceiling will be on a best effort basis.On such contracts PTI will make its best effort to complete the work within the ceiling specified,but is under no obligation to expend a greater level of effort than can becoveredbycommittedfundsattheratesspecifiedherein. Any quotation which references this policy is effective for a maximum of 90 days following the date of quotation,unless an exception is made in writing. Invoices will be rendered monthly and will be payable within 30 days.Interest will be charged for overdue amounts./ Delano D.Wilson,President Policy FIN-2 [Rev.12/93]2 POWER TECHNOLOGIES,INC.770 7777 Tre re ti a gerne eee ne senna oo ae errr JOHN H.DOUDNA,Senior Engineer Mr.Doudna received a Bachelor of Science Degree in Electrical Engineering,with emphasis in Power System Engineering,from Iowa State University in 1974. Following graduation,Mr.Doudna joined the Nebraska Public Power District (NPPD)as a Planning Engineer in the Transmission Planning Department.In 1979, Mr.Doudna was promoted to Transmission Planning Supervisor.He became the Transmission Planning Manager in 1982,and later the System Planning Manager in 1988. During his tenure with NPPD,he conducted and supervised power flow and transient stability analysis for both long-range planning and operational studies.He worked on the application of one of the first SVSs used for transmission voltage support and control,and did the conceptual design for the controls to integrate the SVS operation with a tap-changing transformer.He conducted and coordinated the planning and development of the majority of the NPPD 345 kV transmission system. Mr.Doudna worked on the application of neutral resistors at Gerald Gentleman Station (GGS)for transient stability enhancement as well as the development and application of a remedial action scheme based on fast valving and generator tripping.He was responsible for the conceptual design of the initiation logic for this remedial action scheme.He also coordinated and was involved in the testing of fast valving at GGS.He was responsible for the analysis,coordination and testing of two "black start”projects on the NPPD system. Mr.Doudna's experience at NPPD also includes the development and administration of interconnection contracts and joint transmission system agreements.He participated on various task forces and committees of the Mid-Continent Area Power Pool (MAPP)addressing operational and planning model development, transfer capability analysis,transmission reliability data collection and assessment, and system reliability.He has authored and co-authored several technical papers based on his work experience. He is a Senior Member of the IEEE and its Power Engineering Society.He is a member of the [EEE Special Stability Controls Working Group and the System Dynamic Performance Subcommittee.He has also held several offices within the Nebraska Section of IEEE and its PES Chapter. Mr.Doudna is a Registered Professional Engineer in the State of Nebraska. 10/89 JOHN H.DOUDNA HNICAL 1."Planning,Installation and Initial Operation of the Victory Hill Static Var Control,”presented at the EPRI Transmission Static Var Seminar,Publication EL-1047- SR -EPRI Special Report on Proceedings of Seminar, dated April 1979,(co-authors,W.L.Davis and R.J. Newell). 2."MAPP Bulk Transmission Outage Data Collection and Analysis,"IEEE Paper 83 SM 388-6,(co-authors, M.G.Lauby,K.T.Kau,R.W.Polesky,R.E.Vandello, P.J.Lehman,and D.D.Klempel). 3."Effects of Pooling Weather Associated MAPP Bulk Transmission Outage Data on Calculated Forced Outage Statistics,"IEEE Paper 84 WM 041-0,(co-authors,M.G. Lauby,R.W.Polesky,P.J.Lehman,and D.D.Klempel). 4."The Procedure Used.in the Probabilistic TransferCapability®Analysis of the MAPP Region Bulk Transmission System,"IEEE Paper 85 WM 047-6,(co- authors,M.G.Lauby,R.W.Polesky,P.J.Lehman,and D.D.Klempel). 5."Analysis of Pooling 345 kV Bulk Transmission Outage Data Between the Mid-Continent Area Power Pool and Northeast Utilities,”IEEE Paper 85 WM 046- 8,(co-authors,M.G.Lauby,D.D.Klempel,P.J.Lehman, C.G.Dahl,and R.P.Ludorf). 6."Application and Implementation of Fast Valving and Generator Tripping Schemes at Gerald Gentleman Station,”IEEE Paper 87 SM 459-1. BLI N POWER TECHNOLOGIES.INC. BRADLEY K.JOHNSON,Senior Engineer Since joining PTI in 1973,Mr.Johnson has conuibuted both as a project manager and as part of a team in the following areas: ¢-Power System Planning and Operating Investigations ¢Equipment Specification and Bid Review °Outage Investigation «-Network,Equipment and Control System Modeling and Testing He has analyzed and solved power system problems involving such diverse phenomena as subsynchronous resonance,shaft impact torque,cascading outages, loss of generator excitation,load rejection,load shedding,ac/de system interaction, voltage collapse,flicker,transient and dynamic instability,electromagnetic transients,thermal loading,harmonic propagation,and filtering.This work has been for both foreign and domestic utilities and has included experience with generation, transmission,subtransmission,and distribution. Mr.Johnson knows both the program structure and system technology inherent in PTI's Power System Simulator program (PSS/E).He designed and developed PTI's Machine Network Transients (MNT/E)program which is an interactive computer program to 1)simulate electromagnetic transients,2)calculate steady state load- flow,or 3)calculate harmonic propagation for an unbalanced coupled three phase network and connected equipment.He developed analytical models to represent HVDC converters and controls,induction motors,thyristor controlled reactors and capacitors,de controlled shunt reactors,generator underexcited volt-ampere limiters, and other electrical equipment. He teaches major portions of several PTI courses including HVDC Transmission, SVCs in Industrial and Utility Power Systems,Power Systems Dynamics,Power System Planning Techniques,and the PSS/E Advanced Users Course. Before joining PTI,starting in 1969,Mr.Johnson worked for the General Electric Company,Electric Utility Engineering Operation.While stil in graduate school, he worked part-time for Northem States Power Company's system planning department. Mr.Johnson received his BSEE and MSEE degrees from the University of Minnesota.While in school he developed a computer program for optimal power flow using Newton's method.His masters thesis explored other applications for sparsity techniques including transmission tower design and Newton Raphson load flow.He has continued his education by taking GE's Power System Engineering Course,graduate courses at Union College,and PTI Power Technologies Courses. He is a member of IEEE,Tau Beta Pi,Eta Kappa Nu and Triangle Engineering Fraternity.a 12/90 BRADLEY K.JOHNSON TECHNICAL PUBLICATIONS 1."Exact Economic Dispatch with Quadratic Convergence,” IEEE Conference Paper,April 1968. 2."Optimally Ordered Triangularization Applied to Engineering Problems,”Masters Thesis,April 1969. 3."G.E.1000 Bus 16K Loadflow Users'and Programmers' Manual,”June 1971. 4."Extraneous and False Load Flow Solutions,”IEEE Transactions Paper,presented at 1976 Summer Meeting. 5."Comparative Economic and Dynamic Studies of the Chicoasen Hydro Electric Plant,"IEEE Conference Paper presented at the MEXICON 76 IEEE Conference. 6."Studies of Subsynchronous Oscillations in Itaipu Series Compensated Transmission Alternatives,”presented at 4th National Conference on Production &Transmission of Electric Energy,Rio de Janeiro,Brazil,September 18-24,1977. 7. "Thyristor-Controlled Reactors Analysis of Fundamental Frequency and Harmonic Effects,IEEE PES Winter Meeting, 1978. 8."Digital DC Simulator Program,PTI Newsletter,October 1978. 9."Research on DC Converter Representation,”PTI Newsletter,July 1980. 10."Comparing Fundamental Frequency and Differential Equation Representation of AC/DC,”presented at 1982 IEEE PES Winter Meeting. 11."Interactive Simulator for Machine and Network Transients,”PTI Newsletter,October 1982. 12."Interactive Program for Transient and Harmonic Analysis of Three Phase Power Systems,”1984,(co-author,F.P.de Mello). 13."HVDC Transmission Systems Course Notes,”1985. 14."PTI's Machine Network Transient Program (MNT/E) User's Manual,”September 1987. 15."HVDC Models Used in Stability Studies,”/EEE Transactions on Power Delivery,Vol.4,No.2,April 1989,pp. 1153-1163. 16.."Experience with Modeling MTDC Systems in Transient Stability Programs,”presented at the IEEE PES Summer Meeting,Minneapolis,MN,July 16-20,1990,(co-authors,S. Lefebvre,J-M Gagnon,W.K.Wong,and J.Reeve). pO)14 Byrne)(eo Fe cin Bl,og nnnnecme Ts RODOLFO J.KOESSLER,Senior Engineer Mr.Koessler received the degree of Engineer of Electromechanics,with emphasis on Electrical Engineering,from the University of Buenos Aires,Argentina,in 1979.In 1981 he was awarded a Full Fulbright Grant and moved to the U.S.A. where he attended the graduate engineering program at Rensselaer Polytechnic Institute in Troy,NY.He graduated from RPI in 1982 with the degree of Master of Engineering in Power Systems. Between 1978 and 1981 he acted as assistant to the Manager of Planning of SEGBA (Electric Services of Great Buenos Aires). He participated in the formulation of the long range plan of SEGBA;studies of the expansion of the 500 kV national interconnected system for the federal government;and development and application of computer models for asymmetric short circuits,transient stability,and reliability of power systems. In 1982 he joined PTI for a one-year training assignment as an Analytical Engineer.During this period,he conducted a number of studies,including load- flow,transient and dynamic stability,and load-rejection,hydro power plant simulation,reliability analysis of alternative generator station switchyard configurations,and harmonic analysis of an industrial plant. In 1983 Mr.Koessler returned to Argentina for a two-year assignment with Tecnoproyectos S.A.,a firm cooperating with PTI in projects in Argentuna.There he continued his work in power system analysis. He returned to PTI in 1985 as a permanent member of its staff.For the first two years he prepared large scale load flow and dynamic models (4000 buses),and conducted regional interconnection dynamic performance studies,with particular emphasis on existing and proposed HVDC interconnections.This included the creation of a Multi-Terminal HVDC Network Model for the PTI Power System Simulation Program (PSS/E). In the ensuing years,most of his work has been in the area of dynamic performance and model development in power systems,including power load unbalance (PLU),loss of excitation and out-of-step relays,hydraulics and controls of hydro power plants,rapid adjustment of network impedance (RANI),thynstor- switched capacitor (TSC)SVCs,and power system stabilizer (PSS)applications. Mr.Koessler is an instructor in the PTI Dynamic and Control Analysis Techniques Course,and in the Introductory and Advanced PSS/E User's courses. He became a Senior Engineer in 1988 and is currently a member of the Utility System Performance unit. Mr.Koessler is a member of IEEE and its Power Engineering Society. 10/91 RODOLFO J.KOESSLER TECHNICAL PUBLICATIONS 1."Aplicacion de la Confiabilidad a la Planificacion de Sistemas Electricos,”(co-authors,J.F.Bircher and E.S. Cohen),presented at the IV Reunion del Subcomite de Planificacion de la Comision de Integracion Electrica Regional (C.LE.R.),September 1981,Rio de Janeiro,Brazil. 2."Reliability Assessment of Off-Site Supply to Generating Stations,”presented at the Second International Symposium on Probabilistic Methods Applied to Electric Power Systems,San Francisco,CA,September 1988,(co-authors,R.J.Ringlee,B.P. Lam,and D.C,Miller). 3."Techniques for Tuning Excitation System Parameters,” IEEE Transactions on Energy Conversion,Vol.EC-3,No.4, December 1988,pp.785-791. 4."Voltage Collapse Analysis Using IPLAN,"PTI Newsletter,Power Technology,Issue No.60,January,1990. 5."Investigation of FACTS Options to Utilize the Full Thermal Capacity of AC Transmission,”presented at [EEE Panel Session on Flexible AC Transmission System,IEEE/PES Winter Meeting,Adanta,GA,February 4-9,1990,(co-authors, DN.Ewart,J.D.Mountford,and D.Maratukulam. 6."Optimal Power Flow -A New Tool for Analyzing Voltage Collapse,”PTI Newsletter,Power Technology,Issue No.63,October 1990,(co-author,C.J.Rosecrans). 7."High-Level Control Language Customizes Application Programs,”[EEE Computer Applications in Power,April 1991, pp.15-18,(co-authors,C.K.Duffey and J.V.Staron. 8."Hydraulic Turbine and Turbine Control Models for System Dynamic Studies,”presented at the IEEE/PES Summer Meeting,San Diego,CA,July 28-August 1,1991,(co-author, F.P.de Mello [WG on Prime Mover and Energy Supply Models for System Dynamic Performance Studies}). 9."FACTS Options Permit the Utilization of the Full Thermal Capacity of AC Transmission,”presented at the IEE Sth International Conference on AC and DC Power Transmission,London,UK,September 17-20,1991,(co- authors,D.N.Ewart,J.D.Mountford,and D.Maratukulam). 10."Dynamic Simulation of Static Var Compensators in Distribution Systems,”presented at the IEEE/PES 12th Transmission &Distribution Conference and Exposition, 'Dallas,TX,September 22-27,1991. JOHNNY R.WILLIS,Manager,Engineering Development Software Products Deparunent Mr.Willis received the Bachelor of Science in Engineering (BSE)and Master of Science in Engineering (MSE)degrees from the University of Alabama in Birmingham in 1972 and 1978.In 1985,he received the degree of Electrical Engineer (EE)from the University of Michigan. In 1974,Mr.Willis joined the Rust Engineering Co.of Birmingham,Alabama. There he specified and designed industrial power distribution,motor control,and lighting systems,and served as a project construction engineer. From 1979 until 1980,Mr.Willis was with Bechtel Power Corporation in Ann Arbor,Michigan.In 1982,he joined the Power Resources and System Planning Department of Consumers Power Company in Jackson,Michigan.During his five years at Consumers Power,he participated in projects involving torsional monitoring of a turbine generator,generator testing and modeling,power system and power plant dynamic studies,and analysis and field testing of the first application of PTI's SS/1 digital power system stabilizer. In 1987,Mr.Willis joined PTI as a Senior Engineer in the Utility Systems Performance Group where he participated in several projects,including the following: -Determining induction motor models from standstill frequency response tests (EPRI RP 2328-4). -Contributing to the development of PTI's Fundamentals of Protective Relaying and Industrial Power Systems Engineering courses. -Review and analysis of electrical protection at industrial plants. -A study regarding uprating a 138 kV transmission line to higher voltages. -Conducting tuning studies for several applications of PTI's SS/1 power system stabilizer. , -Conducting load flow and dynamics studies. -Field testing of turbine generators to determine simulation model parameters. In 1991,Mr.Willis was named Manager of Engineering Development in the Software Products Department,where he is responsible for PTI's PSS/OPF, PSS/U,RDS/E,PSIM,and PSS/O software programs. He is a member of IEEE and its Power Engineering Society and a Registered Professional Engineer in the states of Alabama and New York. 7/92 JOHNNY R.WILLIS TECHNICAL PUBLICATIONS 1."Implementation of Power System Stabilizer at Ludington Pumped Storage Plant,”[EEE Transactions on Power Systems, Vol.PWRS-1,No.1,February 1986,(co-authors,J.S.Czuba and L.N.Hannett). 2."Development in Application of Stabilizing Measures Through Excitation Control,”CIGRE Paper 38-05,1986 Session,(co-authors,F.P.de Mello,J.S.Czuba,and P.A. Rusche). 3."Generator Stabilizer Improves Unit Damping,”Electrical World,November 1986,pp.76-78,(co-authors,J.S.Czuba and F.P.de Mello). 4.Confirmation of Test Methods for Synchronous Machine Dynamic Performance Models,Electric Power Research Institute Report No.EL-5736,August 1988,(co-authors,L.N. Hannett,F.P.de Mello,P.A.Rusche,E.L.Denning,and G.J. Brock). 5."Derivation of Induction Motor Models from Standstill Frequency Response Tests,”JEEE Transactions on Energy Conversion,Vol.4,No.4,December 1989,(co-authors,G.J. Brock and J.S.Edmonds). 6."Test and Simulation of Network Dynamics Using SSFR and RTDR Derived Synchronous Machine Models,”/EEE Transactions on Energy Conversion,Vol.5,No.1,March 1990,(co-authors,L.N.Hannett,P.A.Rusche,and G.J.Brock). 7."Applying a Power System Stabilizer to a Hydro Generator,"Power Technology,Issue No.57,April 1989,(co- author,S.J.Balser). 8."Generator Tests Permit Model Derivation,”Power Technology,Issue No.63,October 1990,(co-author,LN. Hannett). 9."Tailoring Induction Motor Analytical Models to Fit Known Motor Performance Characteristics and Satisfy Particular Study Needs,"JEEE Transactions on Power Systems, Vol.6,No.3,August 1991,pp.959-965. 10."Modeling of Emergency Diesel Generators in an 800 Megawatt Nuclear Power Plant,”Paper 92 SM 561-1 EC, presented at the IEEE/PES 1992 Summer Meeting,Seatle, WA,July 12-17,1992,(co-author,K.E.Yeager). 11."Application of Frequency Response Techniques using Fourier Integral Processing of Time Domain Response Functions,”presented at the II Symposium of Specialists in Electric Operational and Expansion Planning,Belo Honzonte. Brazil,May 18-22,1992,(co-authors,F.D.de Mello,C.K. Duffey,and R.J.Koessler). fib-3-34 iad lé.2U Pil FLITWESiExA Urfica PAA Ae.Slo itt .uae POWER TECHNOLOGIES,INC. FACSIMILE TRANSMISSION 775 Sunrise Avenue Fax #:(916)783-2086 Suite 210 Total Pages:1 Roseville,CA 95661 Tel #:(916)783-2081 TO:Steve Haagenson COPIES TO: FROM:John Doudna DATE:February 3,1994 SUBJECT:Data For Healy-Fairbanks Intertie Study Please review pages 2 and 3 of my proposal for the subject study.This outlines the information I need GVEA to supply.Specifically,I need you to supply the following items which are listed in their order of need: HF line parameters (R,X,Charging &Rating)at 138 kV on 100 MVA base Location of proposed Fairbanks area sub in 138 kV line-miles from GHS Location of proposed Fairbanks area sub in 69 kV line-miles from PGS Size &impedance of 138/69 kV transformer (identical to GHS transformer?) Parameters for 69 kV line from new sub to FMUS South Side sub Exact capacitor &reactor sizes on the existing SVCs at 1.0 per unit SVC bus voltage. Confirm or suggest alternates to that suggested under Unit Dispatches and System Condition - Confirm or suggest alternates to Evaluation Criteria I listed,particularly voltage limits.Per our conversation this morning we will ignore the incremental loss and compensation limits I suggested and shoot for 100 MW import into Healy. Existing SVC transfer function block diagram including gains,time-constants and any other detailed information you have which is pertinent to dynamic simulation. Please provide this information as soon as possible.You can provide in piece-meal fashion as I can use partial information as soon as I get it.A fax response would be adequate for most of this information,but I also request that you send a hard copy by mail of any diagrams. Also,please send me a current copy of your Transmission One-Line Diagram (Rev 8 is themostcurrentversionIhave).Also,I could use a new copy of your Geegraphis Location efPrincipalFacilitiesmap.The one I have has faded to the point of being almost unreadable.fo C30 KV GMR=24.577"2 _2307 _b =-$29.00 =CARDINAL /00 Z >(sO18S +7.7 78S Sous)100 mi We=267,54 x 100 wi"J $24.00 =28,PSOKVAR 2 =O.0187 +JO.I47Z pw 230 KV Conshuchou @ /BERKV 1337Zh--Le =/0-4 Z (0738 +S 99S)102,ee 1A 790-44 He=§03.50 x 100m! =O,0516 +JO.4098 ou =10,350 KVAR Chava g_ 198 KV _EMR =19.55 Zinse=/o.4 _ poOw!,E =(00189 td.7506)190.44 CHe-=/Ofe UJ x /00e Ww! -/0,749 KVAR=O.0S19 +TOF pH TS]Cha rg ivgDOSNT+IE OTS POWER TECHNOLOGIES,INC. FACSIMILE TRANSMISSION 775 Sunrise Avenue Fax #:(916)783-2086 Suite 210 Total Pages:1 Roseville,CA 95661 Tel #:(916)783-2081 TO:Steve Haagenson COPIES TO: FROM:John Doudna DATE:February 3,1994 SUBJECT:Data For Healy-Fairbanks Intertie Study Please review pages 2 and 3 of my proposal for the subject study.This outlines the information I need GVEA to supply.Specifically,I need you to supply the following items which are listed in their order of need: HF line parameters (R,X,Charging &Rating)at 138 kV on 100 MVA base Location of proposed Fairbanks area sub in 138 kV line-miles from GHS Location of proposed Fairbanks area sub in 69 kV line-miles from PGS Size &impedance of 138/69 kV transformer (identical to GHS transformer?) Parameters for 69 kV line from new sub to FMUS South Side sub Exact capacitor &reactor sizes on the existing SVCs at 1.0 per unit SVC bus voltage. Confirm or suggest alternates to that suggested under Unit Dispatches and System Condition Confirm or suggest alternates to Evaluation Criteria I listed,particularly voltagelimits.Per our conversation this morning we will ignore the incremental loss and compensation limits I suggested and shoot for 100 MW import into Healy. Existing SVC transfer function block diagram including gains,time-constants and any other detailed information you have which is pertinent to dynamic simulation.AH,Please provide this information as soon as possible.You can provide in piece-meal fashionasIcanusepartialinformationassoonasIgetit.A fax response would be adequate for most of this information,but I also request that you send a hard copy by mail of any diagrams. |Also,please send me a current copy of your Transmission One-Line Diagram (Rev 8 is themostcurrentversionIhave).Also,I could use a new copy of your Geographis Lecatien efPrincipalFacilitiesmap.The one I have has faded to the point of being almost unreadable.ae, yeud Da itbou kes Suh --GHs %WLS $2,738 =F.07h wv PES A WLS| /,317 ws WLS *%SSS DP.577 me Zn =0.00384 472.0087 by 0.579 we GMR=8.97" Chovg ime >/6-3a KVAR for OS ?9 net,' Tyoustewmoy (138:574v \ "60 [vo [ee wus 7.5%@ 60 MVvA 0.125 pur on 1/00 mvh base POWER TECHNOLOGIES,INC. FACSIMILE TRANSMISSION 776 Sunrise Avenue Fax #:(916)783-2086 Suite 210 Total Pages:1 Roseville,CA 95661 Tel #:(916)783-2081 TO:Steve Haagenson COPIES TO: FROM:John Doudna DATE:February 3,1994 SUBJECT:Data For Healy-Fairbanks Intertie Study Please review pages 2 and 3 of my proposal for the subject study.This outlines the information I need GVEA to supply.Specifically,I need you to supply the following items which are listed in their order of need: HF line parameters (R,X,Charging &Rating)at 138 kV on 100 MVA base Location of proposed Fairbanks area sub in 138 kV line-miles from GHS Location of proposed Fairbanks area sub in 69 kV line-miles from PGS Size &impedance of 138/69 kV transformer (identical to GHS transformer?) Parameters for 69 kV line from new sub to FMUS South Side sub Exact capacitor &reactor sizes on the existing SVCs at 1.0 per unit SVC bus voltage. Confirm or suggest alternates to that suggested under Unit Dispatches and System Condition Confirm or suggest alternates to Evaluation Criteria I listed,particularly voltage limits.Per our conversation this morning we will ignore the incremental loss and compensation limits I suggested and shoot for 100 MW import into Healy.Existing SVC transfer function block diagram including gains,time-constants andanyotherdetailedinformationyouhavewhichispertinenttodynamicsimulation.aaePlease provide this information as soon as possible.You can provide in pieca-meal fashionasIcanusepartialinformationassoonasIgetit.A fax response would be adequate for"most of this information,but I also request that you send a hard copy by mail of any diagrams. Also,please send me a current copy of your Transmission One-Line Diagram (Rev 8 is themostcurrentversionIhave).Also,I could use a new copy of your Geographis Lecatien of\Principal Facilities map.The one I have has faded to the point of being almost unreadable. EQUIPMENT CHARACTERISTICS The three SVC's on the Alaska transmission system,atTeeland,Healy,and Gold Hill,all have similar control and switching characteristics.The primary mode of control for each Svc is to regulate a high-voltage bus.At Healy andTeeland,the 138kv bus is regulated,while at Gold Hill the 69kv bus is regulated. A diagram of the Healy SVC illustrating the primary controlfunctionisshowninFigure1.As can be noted from this figure,the voltage transducer 'produces a voltage-squaredsignal,which is compared with the square of the reference signal.This is implemented by squaring the measured line-line voltages with electronic multipliers,then summing their outputs to cancel the second harmonic component.The result is a signal which in steady-state isripple-free,and which represents the square of themagnitudeofthepositive-sequence voltage phasor. It would be possible to electronically derive the square-root of this signal,and regulate linearly to thevoltagemagnitude.This option was not implemented at the Alaska SVC's for two reasons.One reason is that it would add an extra component to the regulator,which is generallytobeavoidedifpossible.Another was the recognitionthatthisimplementationinherentlyprovidesgreater response to large overvoltages than would a linear' regulator.Since overvoltages were one concern on this project,the latter characteristic seemed desirable. One side effect of the "V-squared"implementation is that the overall,small-signal gain of the voltage control loop has an inherent factor of two in the feedback (i.e., a(V*2)/aV =2Vo).Thus,the static gain of KR2 =10 shown in Figure 1 provides an effective gain of 20.This gain can also be expressed as a 5%slope.In other words,a 5% error in actual voltage will cause a 10%error in V2 and a full range (55 MVAR)change in TCR conduction,provided the initial voltage is near 1.0 per unit.Note that with higher voltages,the incremental gain of the regulatorincreasesinproportiontothevoltagelevel.This is thebeneficialaspectcitedaboveformorerapidresponsetolargeovervoltages,but aggravates the stability of thevoltageregulatorloopwhentryingtoregulatetoahigh setpoint. To implement a slope other than 5%,an additional gain(KRS)and time constant (TS)are available.For a 2%slope,KRS =15 and TS =3 sec.Such a long time constantmeanstheSVCwillessentiallyregulatealongthe5%slope within the time span of the startup procedure.The lowerslopewillbeachievedoverthenextseveralseconds. The conduction angle is limited between 0 and 90 degreesforallthreeSVC's.This design utilizes a reactor forwhichtheactualfundamentalcurrentwillbeonlyabout 20% of what it would be at full conduction and rated voltage onthesecondary(see Appendix B).This limit on conduction 3 angle is illustrated in Figure 1. The stability of the voltage regulating function is related to the rate of response to a given error signal.This is established by the so-called "transient gain"[1],definedastheratioofthestaticgaintothetimeconstant.This ratio was selected from system studies with the entire system represented [2],Operating at nominal voltage,to provide a gain margin of 2:1.Such a gain margin was achieved with an effective static gain of 20 (KR2=10)and a time constant of 150 msec. A regulator boost function was added to help minimizeovervoltagesuponinitialflowofcurrentinthe capacitors.This boost simply adds a constant signal to the voltage reference when the voltage is approximately 1.1 to 1.2 pu.This boost function is active until the time the confirmation signal is received from the capacitor switch,i.e.only during the startup sequence.With the switch originally supplied with the Healy capacitors,thetimefromprestriketoreceiptofclosedsignalwasover one second.During 1987,the capacitor switch was replaced with a breaker.This change greatly reduces the time between initiation of capacitor current and receipt of confirmation signal,which now takes only a few cycles. The Teeland and Gold Hill SVC models are similar to the Healy SVC model of Figure 1.The primary differences areTCRandcapacitorsize.Also,the Gold Hill Svc regulates the 69 kV bus rather than the 138 kV bus. Each Svc is provided with time-overvoltage protection on the low voltage bus.A half wave rectifier converts this bus voltage into a de quantity.The value of this measured voltage is compared to the specified voltage threshold of1.15 pu.Voltages above this threshold will charge acapacitorataratewhichdependsonthedifferencebetweenthemeasuredandthresholdvoltages.Voltages below this threshold will allow the capacitor to discharge.Should the capacitor remain charged for greater than three cycles,relays will operate to trip the Svc off the system.Asdiscussedintheconclusion,it is recommended that the time limit be increased somewhat. L-vHealy Harmonic Filters 159 UF 235 uF 1.77 mH 0.61 mH 18 9 1l a 5th 7th 9 MVAR 13 MVAR_ Figure A.4 A-VGold Hill Harmonic Filters 134 uF - 314 uF - 2.11 mH 0.46 mH 0 )0 Q 5th 7th 10 MVAR 23 MVAR Figure A.5 l=4/Gold Hill SVC Power Circuit 7.39 mH ” 7 a a" 7 2 a a” a"ww”. - "” - ” ao a oo 7 a a" a” a" a" a" ' aN " N a" a" " nN a" Figure A.8 gi-Healy SVC Power Circuit 3.86 mH Figure A.7 -L-/1087 RECKA T Healy SVC and Control 138 kv le'v7 4 Transducer 12 kv Coms74n7 Bager yeVBoost"Fe Noe HG Pecrpdy GUMYtee*¢4a -4.lev i t K Nominal:pp ves -- R2__|x.=101+sT,R2 o_Y/Y |rscour . Firing Circuits ™- Figure l *Breaker Replaces Switch in 1987 \\Figure 1.Healy SVC and Control 138 kV v2 42 | Transducer 12 kV Boost O) 1 *® K K Nominal:55 MVAR :22 MVAR -RS__--R2__|x -10l+sT,1 +sT,R2TR =.15 sec Piriiring |oY REGOUT -p Ly V+Circuits + xx 0 ;%|q 5th 7th 7)1 *Breaker Replaces Switch in 1987 a **Conduction Angle Limited from 0 to 90 degrees ASCC Planning Criteria #2:Contingencies Additions to the interconnected system shall be planned and designed to allow the interconnected system to withstand any credible contingency situation without excessive impact on the system voltages,frequency,load,power flows,equipment thermal loading, or stability. Requirements The following contingencies shall be used for planning and design of the interconnected system: 1,Single Contingency: 1.1. 1.2. 13. 1.4. 15. Fault on any line end,assuming that the primary protection removes the faulted line section and has one unsuccessful reclose,if appropriate. Loss of any single transformer or line. Starting or loss of any generator or static Var system. Acceptance or loss of a large load;e.g.that load being carried on an intertie or major load center. Loss of any substation bus section. 2.Multiple Contingency: 2.1._Loss of entire generating station or transmission substation. 2.2.Loss of any double circuit structure. 2.3.Loss of all transmission lines in common right-of-way. 2.4..Acceptance or loss of a major load center,after first contingency. 2.5.Fault on any line end,assuming that the breaker or transfer trip fails and requires the operation of the back up relay scheme to remove the faulted section of line. Recommendations 1.All facilities should remain below their emergency rating following any single or multiple contingency occurrence. 2.All testing and verification studies should be performed at peak and off-peak load and generation levels. ASCC Planning Criteria #2,Page 1 of 2 3.There should be no loss of load on a system for the more common single contingency disturbances originating on other systems,except for load shedding to stabilize extreme frequency decay which would cause uncontrolled area-wide power interruptions.The uncontrolled loss of load is unacceptable even under the most adverse credible disturbances. 4,During all excursions subsequent to the occurrence of any single contingency,the following parameters should be maintained within applicable emergency limits without system separation or instability: 4.1.Voltage Level:Minimum Maximum First Power Swing:0.80 pu V 1.10 pu V (for 0.5 sec.) Intermediate:0.92 pu V 1.05 pu V Steady State:0.95 pu V 1.05 pu V 4.2.Frequency:58.8 Hz 61.5 Hz . 5.Load-shedding should be planned for adequate system response to multiple contingencies to avoid system collapse. (Remainder of page intentionally blank) ASCC Planning Criteria #2,Page 2 of 2 5 SYSTEM PERFORMANCE ANALYSIS FOR THE HEALY CLEAN COAL PROJECT (POWER FLOW ANALYSIS) PTI Report No.R10-94A Prepared By: John H.Doudna,P.E. POWER TECHNOLOGIES,INC. February 2,1994 Power Technologies,Inc. TABLE OF CONTENTS APPENDIX 1-Summary of Power Flow Case Description Scheme APPENDIX 2-Background Information on AF100 &HF138 System Configurations APPENDIX 3-Solution Summary &Power Flow Cases for the Existing System APPENDIX 4-Solution Summary &Power Flow Cases for the AF100 System APPENDIX 5-Solution Summary &Power Flow Cases for the HF138 System APPENDIX 6-System Intact Limiting Power Flow Cases &Loss Summaries Power Technologies,Inc.Page 1 INTRODUCTION The Healy Clean Coal Project (HCCP)is a demonstration project under the U.S.Department of Energy's research effort for the development of new technologies which will reduce pollution from the use of coal in electrical power production facilities.This Alaska project is being coordinated by the Alaska Industrial Development and Export Authority.Overall project design is being provided by Stone and Webster Engineering Corporation.The Healy Clean Coal Project will be operated by the Golden Valley Electric Association (GVEA).This system performance analysis effort is being performed by Power Technologies,Inc.(PTI) under contract with Golden Valley Electric Association. The Healy Clean Coal Project consists of a new coal-fired generating unit with a nominal,net output rating of 50 MW.The HCCP unit is to be located adjacent to the existing GVEA 25 MW Healy Generating Station near Healy,Alaska.Healy is north of Anchorage about two thirdsof the way from Anchorage to Fairbanks.The HCCP unit will be connected to the existing 138 kV transmission facilities which form the Anchorage-Fairbanks Intertie.The portion of this Intertie from Healy to Fairbanks is owned and operated by GVEA. No new transmission facility additions are proposed as part of the Healy Clean Coal Project. Thus when initially placed in service,the HCCP unit will likely operate only through the existing Intertie facilities.As such,it will 'share'capacity in these facilities along with the output from the existing Healy unit and firm and economy power transactions on the Intertie. However,various transmission facility additions have been proposed for the GVEA system and the Anchorage-Fairbanks Intertie.Thus,these proposed facilities will affect and influence the operation of the HCCP unit (and the system as a whole)in the future. This report presents the results of the initial system performance analysis to evaluate the effects of adding the HCCP unit to the GVEA system.This initial analysis focuses only on the power flow and steady-state operating aspects of the system with the HCCP unit addition.This analysis of power flow and steady-state operating aspects provides the foundation upon which future analysis efforts will be conducted.Future analysis efforts will focus on the stability and dynamic operating aspects and short-circuit considerations associated with the HCCP addition.Collectively,these analysis efforts will identify system operating constraints associated with the HCCP addition and identify options to minimize any adverse effects and make better utilization of the HCCP facility. SUMMARY The power flow simulations performed for this portion of the system performance analysis have considered operation of the GVEA system under three basic system configurations along with several transmission facility outages and various generation configurations.The three system configurations considered are the: °Existing System -The system as it currently exists e AF100 System -Theexisting system with additional static var compensators e HF138 System -The AF100 system with a new Healy to Fairbanks line Power Technologies,Inc.Page 2 Detailed discussion of each basic system configuration,transmission facility outages considered and generation configurations are contained later in this report. Each system configuration provides varying levels of power transfer capability into the GVEA system.The least capability is offered by the existing system.The AF100 and HF 138 system configurations provide progressively greater levels of transfer capability.The power transfer capability of the system is identified by two specific measures: °The amount of power which can be imported into the Healy 138 kV bus over the intertie from Anchorage,and °The amount of power which can be imported into the 138 kV buses in the Fairbanks area. For system intact conditions,the maximum system transfer capabilities with and without the HCCP unit are summarized in Table 1 for the three system configurations evaluated.These limits are based only on evaluation of steady-state parameters such as voltage and line and transformer loading.Thus,these are not secure transfer limits.The limits shown are based on flows arriving at the Healy and Fairbanks area 138 kV buses. Table 1 GVEA System Intact Import Limits Existing System I AF100 System |HF138 System With Ww/0 With w/o With*wid HCCP HCcCP HCCP HCCP HCCP HCCP Anchorage-Healy Transfer ||71MW |88MW |87MW |114MW ff 73MW |120MW Healy-Fairbanks Transfer 121 MW 96 MW 133 MW |115 MW 134 MW 132 MW Limit based on 69 kV line overload.Limits based on voltage are 119 MW and 168 MW, respectively The present transfer limit utilized for the existing system is considered to be 70 MW from Anchorage to Healy.This is somewhat lower than the limit shown in Table 1 for the existing system without the HCCP unit due to the necessity to maintain some steady-state control margin on the system for attempting to remain stable following disturbances. Based on the power flow analysis results summarized in the Table 1,the HCCP unit provides for higher levels of Healy-Fairbanks power transfer (for all three system configurations)than would be possible without the HCCP unit.However,the use of the HCCP generation in supplying the higher Healy-Fairbanks transfers somewhat limits the ability to simultaneously import power into the GVEA system from Anchorage.This is because Healy- Fairbanks transfers are a function of the Anchorage-Healy transfers plus the Healy generation.Thus,with the HCCP unit,power transfer limits on the Healy-Fairbanks transmission facilities are reached under the existing system and the AF100 system configurations before a limit is reached on the Anchorage-Healy transmission facilities. Power Technologies,Inc.Page 3 However,for the HF 138 system configuration,the transfer limits,with or without the HCCP unit,are based on limitations associated with the Anchorage-Healy transmission facilities. This is discussed further in the following paragraphs. For the existing system configuration,transfer limits for the system intact condition are based on low voltages occurring along the Anchorage-Fairbanks Intertie.The AF100 system configuration under system intact conditions provides somewhat higher power transfer capability than the existing system due to elimination of most low voltage concerns. However,system intact transfer limits are still based on low voltages occurring along the Anchorage-Fairbanks Intertie.Although the AF100 system configuration does not provide substantially higher transfer capability under intact conditions,it does provide for significantly more secure system operation under non-islanding contingencies in the Fairbanks area.Further,it reduces the need to utilize generation in the Fairbanks area to maintain system security under outage situations. With the HF138 system configuration under system intact conditions,line overloads on the Ft.Wainwright-Zehnder 69 kV line are the dominant limiting factor with the HCCP unit on- line.This line overload restricts intact system transfers to levels comparable to or slightly less than those identified for the AF100 system configuration.The Healy-Ft.Wainwright 138 kV line shifts the power distribution on the network and puts more 'pressure'on the low capacity Ft.Wainwright-Zehnder 69 kV line.However,if this 69 kV line overload is ignored the power transfer capability under the HF138 configuration with HCCP on-line and the system intact is substantially higher than for the AF100 configuration.However,with the HCCP unit off,the HF 138 configuration provides little transfer improvement over the AF 100 configuration since low voltage along the Anchorage-Healy section of the Intertie becomes the limiting factor.This transfer limitation could potentially be raised,but this would require additional reactive compensation above that shown.Further analysis and economic evaluation would be needed to identify if raising this transfer limit is feasible. The AF100 system configuration considered in this study allows for at least 100 MW of import into the Healy 138 kV bus from Anchorage when the HCCP unit is off-line.However, if the HCCP unit is on-line at full output,the import into Healy from Anchorage is limited to about 87 MW due to voltage limitations occurring between Healy and Fairbanks.The HF138 configuration,however,will provide at least 100 MW of import capability into Healy from Anchorage with or without the HCCP unit on-line provided 69 kV line overloads in the Fairbanks area are not factor (i.e.,lines uprated by the time the HF138 plan is implemented). The ability of the system to withstand non-islanding contingencies in the Fairbanks area and stay within acceptable steady-state operating limits is largely independent of the operation of the HCCP unit.This is particularly the case for the AF100 and HF138 system configurations.Operation under such contingencies is mainly dependant on the total import into Fairbanks,the use of local generation (e.g.,Chena,Zehnder or North Pole)and voltage control and regulation facilities.Based on the results of power flow analysis,the presence of the proposed Ft.Knox Gold Mine (FKGM)load also has a significant influence. Tables 2,3 and 4 below summarize the Fairbanks area import limits at 138 kV under several non-islanding contingency situations for the existing system,the AF100 system and HF 138 Power Technologies,Inc.Page 4 system configurations,respectively.The import limits shown are based on the GVEA system operating with and without the FKGM load connected to the system and with various Fairbanks area generating units on-line.The limits are based on the HCCP unit being on- line. The limits given in Table 2 are based either on 69 kV line overload constraints (marked L) or on low voltage constraints (marked V)depending on which is the most limiting under the particular outage situation.The limits given in Tables 3 and 4 for the AF100 and HF138 system configurations,respectively,are based only on low voltage constraints.The tables for the AF100 and HF 138 system configurations assume that any 69 kV line loading capacity limits will have been removed as part of the transmission upgrade plan. Table 2 Existing System Fairbanks Area Single-Contingency Import Limits With HCCP On-line Fairbanks Generation |Import Limit |Import Limit Based On Withstanding: W/O FKGM |With FKGM NONE 65 MW (V)89 MW (V)|Loss of Gold Hill SVC 52 MW (V)88 MW (V)_|Loss of Gold Hill transformer 80 MW (V)94 MW (V)_|Loss of Gold Hill SVC Chena 5 @ 18 MW 70 MW (L)93 MW (V)_|Loss of Gold Hill transformer 79 MW (V)90 MW (V)|Loss of Chena 5 81 MW (V)99 MW (V)_|Loss of Gold Hill SVC Chena 5 @ 18 MW ;Zehnder 1 @ 15 MW 80 MW (V)97 MW (V)Loss of Gold Hill transformer 88 MW (V)102 MW (V)|Loss of Zehnder 1 essereecececeeeeeeneeeeeeeneeeeneeeeeeeeeceeeeeee 87 MW (V)110 MW (V)|Loss of Gold Hill SVC Chena 5 @ 18 MW ;Zehnder 1 @ 15 MW 52 MW (L)80 MW (L)Loss of Gold Hill transformer N.Pole 1 @ 40 MW 92 MW (L)112 MW (L)|Loss of Zehnder 1 60 MW (V)78 MW (V)_|Loss of North Pole 1 ee eee e eee ee eee e eee ee eee eee eee eee nee en eee en ee es 78 MW(V)|100 MW(V)|Loss of Gold Hill SVC Chena 5 @ 18 MW .Zehnder 1 @ 15 MW 77 MW (V)98 MW(V)_|Loss of Gold Hill transformer Zehnder 2@15MW |g7MW(V)|103 MW(V)|Loss of Zehnder 1 Power Technologies,Inc.Page 5 As for the system intact condition,low voltages also generally limit the permissible transfers for most non-islanding facility contingencies in the Fairbanks area.However,overloading on the Ft.Wainwright-Zehnder 69 kV line becomes the most limiting factor under certain contingency situations.This is primarily the case when there is generation at North Pole. Generation at North Pole alters the power distribution on the network and accentuates the loading on the Ft.Wainwright-Zehnder 69 kV line which has a fairly limited capacity. Table 3 AF100 System Fairbanks Area Single-Contingency Import Limits With HCCP On-line Fairbanks Generation |Import Limit |Import Limit Based On Withstanding: W/O FKGM |With FKGM NONE 108 MW 121 MW Loss of Gold Hill SVC 104 MW 119 MW Loss of Gold Hill transformer 113 MW 124 MW Loss of Gold Hill SVC Chena 5 @ 18 MW 104 MW 122 MW Loss of Gold Hill transformer 107 MW 112 MW Loss of Chena 5 115 MW 124 MW Loss of Gold Hill SVC eynw 107 MW 122 MW Loss of Gold Hill transformer 115 MW 117 MW Loss of Zehnder 1 119 MW 125 MW Loss of Gold Hill SVC en OSs MW 113 MW 124 MW Loss of Gold Hill transformer / N.Pole 1 @ 40 MW 112 MW 116 MW __|Loss of Zehnder 1 89 MW 91 MW Loss of North Pole] Although the single-contingency transfer limits for the AF100 system shown in Table 3 are based on low voltage constraints,transfer limits for most non-islanding contingencies in the Fairbanks area would be limited by overloads on the Ft.Wainwright-Zehnder 69 kV line if this line's capacity is not increased.For the AF100 system configuration without Fairbanks area generation (a situation which becomes feasible under the AF100 plan),overloading on the Gold Hill transformer or the two 69 kV lines connected to Gold Hill can also become limiting factors.Such overloads can occur during outages of the Gold Hill-Ft.Wainwnght 138 kV line.For conditions with Chena 5 off,low voltages often surfaced first on the FMUS 69 kV system. Power Technologies,Inc.Page 6 Table 4 HF138 System Fairbanks Area Single-Contingency Import Limits With HCCP On-line Fairbanks Generation {Import Limit |Import Limit Based On Withstanding: W/O FKGM With FKGM NONE 143 MW 165 MW Loss of Gold Hill SVC 133 MW 158 MW Loss of Gold Hill transformer eeeeeeerenceeeeeeeneenceeeeeeeeeTS 143 MW 169 MW Loss of Gold Hill SVC Chena 5 @18 MW 133 MW 167 MW Loss of Gold Hill transformer 141 MW 154 MW Loss of Chena 5 156 MW 171 MW Loss of Gold Hill SVC Chena 5 @ 18 MW - :Zehnder 1 @ 15 MW 146 MW __169 MW Loss of Gold Hill transformer 157 MW 159 MW Loss of Zehnder 1 156 MW 173 MW Loss of Gold Hill SVC Chena 5 @ 18 M™W ; Zehnder 1 @ 15 MW 1385 MW 163 MW Loss of Gold Hill transformer N.Pole 1 @ 40 MW 156 MW 159 MW Loss of Zehnder 1 1382 MW 134 MW Loss of North Pole 1 Several factors are evident from review of the limits shown in the tables above and from review of the power flow simulation results contained in the appendices: °Single-contingency import limits for the existing system are nearly the same whether the limit is based on low voltage or line overload constraints. °Single-contingency import limits can vary significantly under the AF100 and HF138 system configurations depending on the limiting constraint. °Permissible import limits are higher with the FKGM load on the system. Although the limited capacity in the Ft.Wainwnght-Zehnder 69 kV line poses a significant system operating constraint,it is not a significant factor,per se,as far as operation of the HCCP unit is concerned.That is to say,the HCCP unit does not directly affect the loading on this line.This is particularly the case until SVC and 138 kV transmission facility additions are made to the system.However,the presence of the HCCP unit and increased transfer capability provide by the AF100 and HF138 system plans creates the opportunity, and perhaps the desire,to operate with reduced levels of Fairbanks area generation and Power Technologies,Inc.Page 7 support load in the Fairbanks area from generation at Healy and power transfers from Anchorage.Therefore,to the extent that this 69 kV line limits such operation it can be considered an indirect limit on the operation of the HCCP unit. The FKGM load creates the need to import more power into the Fairbanks area and significantly affects system operation from a voltage constraint standpoint.However,the system is better able to serve this increased load connected to the 138 kV system than it is to serve higher levels of load connected to the 69 kV system.Thus,the FKGM load is somewhat 'self-compensating'even though the increased import capability is less than the maximum load level projected for the FKGM facility. As noted above and summarized in Table 1,the HCCP unit provides for higher levels of power transfer from Healy to Fairbanks than would be possible without the HCCP unit. Since these higher flows for the existing system and AF100 system configurations occur on a 138 kV line with 556 KCM ACSR conductor,full utilization of the HCCP unit along with power transfers from the Anchorage area can significantly affect transmission system losses in the GVEA system. Based on operating the system at the system intact,steady-state transfer limits summarized in Table 1 (i-e.,those based on voltage),the losses on the 138 kV lines from Douglas to Fairbanks are as summarized in Table 5.For ease of reference,the system intact import limits,based on voltage,from Table 1 are re-stated in Table 5 in small type. Table 5 Douglas-Fairbanks 138 kV Line Losses (At Import Limits Shown) Existing System I AF 100 System |HF138 System With HCCP |W/O HCCP §With HCCP |W/O HCCP §With HCCP |W/O HCCP 20.25 MW 14.90 MW 25.92 MW |22.90 MW 18.62 MW 14.10 MW Anch-Healy /Anch-Healy /Anch-Healy /Anch-Healy /Anch-Healy /Anch-Healy / Healy-Fair Healy-Fair Healy-Fair Healy-Fair Healy-Fair Healy-Fair Transfer Transfer Transfer Transfer Transfer Transfer 71/121 MW 88/96 MW 87/133 MW 114/115 MW 119 /168 MW 120 /132MW As can be observed,the loss differences with and without the HCCP unit are most significant (both in magnitude deviation and percent change)for the existing system configuration.The loss differences with and without the HCCP unit are least significant under the AF100 system configuration.However,the magnitude of losses under AF100 system configuration are substantially higher than for the existing system due to the higher transfer levels supported by the AF100 system configuration.The incremental loss rate between the existing system and AF100 system configuration based on power arriving at Fairbanks 1s about 47%with the HCCP unit on-line and about 42%without the HCCP unit. Power Technologies,Inc.Page 8 Although power transfer levels under the AF100 system configuration could potentially be increased by adding additional SVC capacity to the system (i.e.,additional locations or larger SVCs than those considered),the incremental loss factors demonstrate that there would be diminishing returns in doing so.Favorable incremental loss factors only result under the HF138 system configuration where additional transmission lines are considered.Favorable incremental loss factors might also occur if the Healy-Gold Hill 138 kV line were reconductored,but this was not analyzed.However,the loss reduction benefit by reconductoring the existing line would likely not be as significant as that provided by adding the Healy-Ft.Wainwright 138 kV line. CONCLUSIONS &RECOMMENDATIONS The HCCP unit addition has a net positive benefit on the operation of the GVEA system.The HCCP unit provides for fairly substantial increases (18-37 MW)in the amount of power which can be imported into the Fairbanks area over that which can be imported without the unit.This is an important factor in supporting growing load requirements in the Fairbanks area and reducing the reliance on more costly generation in the Fairbanks area.However, until substantial transmission system additions are made!in the GVEA system,full utilization of the HCCP unit will reduce the simultaneous import capability into the GVEA system from the Anchorage area.Moreover,the incremental power losses associated with full utilization of the HCCP unit and imports from Anchorage will also be significant until such transmission additions are made. The proposed AF100 system configuration considered in this study consists of: °A 50 Mvar capacitive SVC at Ft.Wainwright °A 40 Mvar capacitive SVC at Igloo (between Cantwell &Douglas) °A second 230/138 kV transformer at Teeland,and. °A 20 Mvar switched,tertiary-connected capacitor bank at Teeland. These facilities provide a 12-29 MW power transfer increases into the Fairbanks area (depending on the HCCP status)over that possible with the existing system.However,the AF100 plan substantially improves the operation of the GVEA system by: °reducing the need to use generation in the Fairbanks area for voltage support °providing more secure operation under non-islanding facility outages,and e providing increased capability and security for imports from Anchorage. The HF138 system configuration which consists of the Healy-Ft.Wainwright 138 kV line addition (on top of AF 100 facility additions)provides a 36-47 MW increases in power import capability into the Fairbanks area (again,depending on the status of the HCCP unit)over that possible with the existing system and substantially reduces the relative power losses under high transfer conditions.- 1 Specifically,a second Healy-Fairbanks line,added reactive support,andultimatelyeithera230kVupgradeoftheAnchorage-Healy tie or addition of a second Anchorage to Healy line Power Technologies,Inc.Page 9 Both the AF100 and HF138 system configurations coupled with the HCCP unit addition cause existing transmission constraints in the Fairbanks area to become more significant. These constraints significantly impact system-intact import capabilities under the HF138 system configuration.Further,for both the AF100 and HF 138 system configurations,these constraints produce moderate to significant impact on Fairbanks area import capabilities under non-islanding,single-contingency situations.These transmission constraints need to be corrected in order to derive the full benefit from the HCCP unit addition under the proposed AF100 and HF138 system configurations. Operation and utilization of the HCCP unit is not dependant on implementation of the AF100 or HF138 transmission plans or correction of the existing transmission constraints in the Fairbanks area.However,operating flexibility associated with the HCCP unit will be improved by implementation of these transmission plans.Further,implementation of these plans will allow GVEA to maintain or improve current levels of import capability from the Anchorage area in addition to making full utilization of the HCCP unit. Implementation of the AF 100 and HF 138 plans,based on practical constraints,will likely not occur simultaneously,but will occur over time with staged addition of the various facilities comprising the two system configuration plans.Thus,given the: °magnitude of the facility additions proposed for the two plans, e the system improvements necessitated by these plans, °the relative costs of the various components of the plans,and °the lead-time associated with the various facilities of the plans, the AF100 and HF138 facilities should be given the following priority for their implementation: °static var compensator at Ft.Wainwright (or terminus of proposed Healy- Fairbanks 138 kV line) e reconductoring of the Ft.Wainwright-Zehnder 69 kV line to provide at least 70 MVA of capacity °static var compensator at Igloo e 230/138 kV transformer and tertiary capacitor at Teeland °Healy-Fairbanks 138 kV line The above implementation strategy is based on adding first those facilities which: , provide the most significant enhancement to the system, have the shortest lead-times, require the lowest amount of capital investment,and are required to allow fullest utilization of the other proposed facilities. Power Technologies,Inc.Page 10 The power flow analysis alone cannot completely establish system operating constraints or requirements (i.e.,transfer limits,required generation,etc.).Further,it cannot predict the successful transition of the system from one steady-state operating condition to another following contingencies.However,the power flow analysis results do provide some general guidance as to system conditions which are most likely to provide reliable operation of the system.Thus,with the HCCP unit in service,the following system operating requirements are indicated for successful operation of the system: °For the existing system with the FKGM off,maintain two smaller units (i.e., Chena/Zehnder)on-line under moderate to heavy Fairbanks area imports. °For the existing system with the FKGM on,maintain three smaller units on-line under moderate to heavy Fairbanks area imports. '°For the AF100 system with the FKGM off,maintain one smaller unit on-line under moderate to heavy Fairbanks area imports. e For the AF100 system with the FKGM on,maintain two smaller units on-line under moderate to heavy Fairbanks area imports. °For the HF138 system,no internal generation is required for system support. °For all system configurations,minimize use of the North Pole units. The above indicated Fairbanks area generation requirements provide the necessary voltage support for system intact conditions and provide for secure system operation following generation losses and non-islanding transmission contingencies in the Fairbanks area. Review of the power flow solution summaries in the appendices provide a general guide for required Fairbanks area generation for various operating statuses of the HCCP unit and under different load conditions.These summaries cover the existing system,AF100 and HF 138 system configurations. For situations where there is no generation (Chena or Zehnder)in the Fairbanks area, 138/69 kV transformation and 69 kV line capacity constraints surfaced for the AF100 system configuration when the Gold Hill-Ft.Wainwright 138 kV line was out.For the HF138 configuration,the Gold Hill transformer,and alternately the Ft.Wainwright transformer, loaded to 70-80%of its rating for outage of the other transformer. With no Fairbanks area generation under the AF100 system configuration,low voltages often occurred first on the FMUS system for non-islanding contingencies under high import conditions.Substantial loadings also occurred on the Ft.Wainwright-Zehnder 69 kV line for many situations under the HF138 system configuration.These line and transformer loading and low voltage problems will become more significant as the Fairbanks area load grows and as the transmission system is strengthened to a point that the use of local generation is not necessary. Power Technologies,Inc.Page ll Taken collectively,these loading and voltage problems point to a need to develop alternate transmission system configurations which will simultaneously: °provide additional 138/69 kV transformer capacity °provide voltage support on the FMUS system °reduce loading on the 69 kV lines out of Gold Hill &Ft.Wainwright This study did not explore such alternatives as part of the HCCP investigation.However, additional consideration of such options appears warranted as part of formulating the final AF100 and HF138 system configuration plans. STUDY CONDITIONS &PROCEDURE This study examines the operation of the GVEA system with the HCCP unit addition under a range of system loading conditions,transmission configurations,generation configurations, and transmission contingencies.The power flow model utilized in this study is based on the existing Railbelt system model which includes Bradley Lake and its related facilities.This power flow model was updated for this study by adding the HCCP unit and related transformation facilities.These updates explicitly include representation of: °A 72.9 MVA,0.85 power factor,13.8 kV synchronous generator operating at a 59 MW gross output level . e A 67 MVA,OA rated,138/13.4 kV generator step-up °An 11.2/14 MVA,OA/FA rated,13.8/4.16 kV auxiliary transformer e HCCP unit auxiliary load For the majority of the power flow simulations conducted as a part of this study,the following loading conditions were utilized: Winter Normal w/o FKGM Winter Normal with FKGM Summer Normal w/o FKGM Summer Normal with FKGM Summer Valley w/o FKGM The winter normal,summer normal,and summer valley loads correspond to average'present day levels of existing load which would be expected to occur for significant periods of time throughout the year.These correspond to combined GVEA and FMUS loads of 109 MW, 77.3 MW and 60.3 MW,respectively,for the three load conditions.These loads are exclusive of transmission system losses,and the University of Alaska,military base,and Healy plant station service loads.These load levels and the specific bus-by-bus distribution utilized in the model were provided by GVEA at the beginning of this study.Loads in the remainder of the Railbelt were altered to reflect the winter,summer and valley load conditions,and these loads were derived from the recent underfrequency load shedding study.The designation of these load levels in the simulations is summarized in Appendix 1. Power Technologies,Inc.Page 12 In simulations with the FKGM load connected to the system,this load was assumed to be 35 MW (when on)under all load conditions.Synchronous motor loads (about 4 MW of the total)were explicitly represented as well as the filter capacitors associated with variable speed drives proposed for the facility.Thus,the FKGM loads as represented in the power flow simulations exhibit voltage dependant reactive characteristics.The load level associated with the FKGM facility was taken from the Reconnaissance Level Study for the gold mine addition.The FKGM loads are represented as being fed from the Gold Hill 138 kV bus via a 138 kV transmission line to the gold mine facility.This 138 kV line is explicitly represented in the simulation model,so charging from this line if factored into the results. The FKGM facility was assumed to be either on or off,and the designation of this load status as represented in the simulations is described in Appendix 1. As noted in the Summary section above,this study considered three transmission system configurations for the GVEA system and the Anchorage-Fairbanks Intertie.The designation of these system configurations is explained in Appendix 1. The existing system configuration represents the system as it presently exists.The data base for the existing system was updated for this study to include the correct MVA ratings for lines in the GVEA system.The data for the existing system was also updated to include the switched capacitor banks at the Ft.Wainwright and Dawson Road Substations. The AF 100 system configuration as originally proposed was a combination of transformer and static var compensator additions which would allow the importation of 100 MW into the Healy bus over the Anchorage-Fairbanks Intertie.The SVC requirements for the AF100 plan were identified in the 1990 Anchorage-Fairbanks Transmission Upgrade Screening Study. A table from this study report is shown in Appendix 2.Based on the screening study,a large amount of SVC capacity (105 Mvar)was indicated for installation at Teeland,and tripling of the capacitive capability of Healy SVC was identified.This screening study also suggested, but did not actually analyze,the effect of adding a new SVC on the intertie between Cantwell and Douglas. Associated with this study,some power flow analysis was conducted to re-confirm the SVC requirements for the AF100 plan.This analysis only considered SVC requirements based on the HCCP unit and the new Healy-Fairbanks line being part of the system.This analysis also considered the location of an SVC on the intertie between the Cantwell and Douglas Substations.The results of this analysis and the related correspondence are shown in Appendix 2.Based on this analysis,the following reactive compensation was utilized in this study for the AF100 and HF 138 system configurations: 50 Mvar capacitive SVC at Ft.Wainwright 40 Mvar capacitive SVC at Igloo (35 miles south of Cantwell) 20 Mvar shunt capacitor at Teeland The Gold Hill,Healy and Teeland SVCs left at their existing size The AF100 system configuration considered in this study also includes a second 230/138 kVtransformerattheTeelandSubstation.The Teeland shunt capacitor addition noted above is assumed to be connected to the tertiary of this second transformer. Power Technologies,Inc.Page 13 The HF138 system configuration modeled in this study is the same as the AF100 system configuration with the proposed Healy-Fairbanks line added.For this study,a Healy-Ft. Wainwright 138 kV line was represented.The line data is based on a 97-mile long line utilizing 954 KCM ACSR conductor.The impedance parameters for this line were as given in a 1989 letter from GVEA. Since the prime objective of this study was to analyze the impact of the HCCP unit on system operation,the majority of the simulations conducted represented the HCCP unit as being on- line at its full rated output.Other GVEA and FMUS generation was utilized in combination with HCCP to create various generation scenarios.The various generation scenarios considered for this study are listed in Appendix 1.However,not all of the generation scenarios listed were utilized in this study,but may be considered in future analysis efforts. The generation dispatch utilized for the remainder of the Railbelt was based on 'typical' dispatches for the respective system load condition.The basic dispatches utilized for the remainder of the Railbelt system were derived from the recent underfrequency load shedding study with operation of Bradley Lake factored in.Changes to the basic Railbelt dispatch were made to accommodate the various Anchorage-Fairbanks transfer conditions simulated. These dispatch changes were usually made at Beluga and Bernice Lake.For the purposes of this study,Bradley Lake output was selected as 90 MW,60 MW,and off-line for the winter,summer,and valley load condition cases,respectively,regardless of the gold mine load status or the Anchorage-Fairbanks transfer level. In addition to analysis of the HCCP addition under the different loading conditions, transmission configurations and generation dispatches,several transmission contingency scenarios were analyzed.These are also summarized in Appendix 1,and include system intact and non-islanding transmission outages in the Fairbanks area.Although the AF100 and HF138 system configurations each present additional non-islanding contingency options (e.g.,Healy-Ft.Wainwright 138 kV line outage),contingency scenarios utilized in this study were limited to outages of existing facilities.This allows for consistent comparison of the impact of the same contingencies for all the conditions simulated.However,by default the results for the AF100 system configuration portray the same condition as the HF'138 system configuration with an outage of the Healy-Ft.Wainwright line. The general procedure followed in this study was to first analyze the existing system under a winter normal load condition with the HCCP unit on-line,but without the gold mine load connected to the system.The initial assumed dispatch consisted of both Healy units and the Chena 5 unit.This analysis considered both the system intact condition and several significant,non-islanding transmission facility outages in the Fairbanks area.Transmission outages in the Anchorage area were not considered in this analysis nor were outages which would island the GVEA system from the remainder of the Railbelt.Such outages will be addressed as part of the dynamics simulations. Based on the results,an assessment of system steady-state operational feasibility was made based on various factors.This included identification of low voltage,line and transformer overloads,and the 'solvability'of the particular condition;that is whether it was a marginal solution or non-convergent case.For this analysis,a low voltage condition was identified Power Technologies,Inc.Page 14 whenever the voltage (at any 69 kV and above bus)dropped below 95%.Line and transformer overloads were identified whenever the loading on a branch exceeded 100%of facilities current carrying capability based on its designated MVA rating at 1.0 per unit voltage. The analysis progressed by analyzing other generation dispatches for the same load condition. The analysis of various generation dispatches and/or contingency situations was omitted where the results of a preceding case indicated such conditions would likely be unfeasible. As many generation dispatches as necessary were analyzed to identify a configuration which would provide feasible steady-state results under the system intact and single transmission contingency situations. The process was repeated for the existing system under winter load condition with the FKGM load connected to the system.Then in turn,the summer load condition with and without the gold mine load was analyzed and then the summer valley load condition without the FKGM. For the analysis for each loading condition,the GVEA and FMUS load,and as applicable the gold mine load,was maintained at the levels indicated previously.Only the generation units which were on-line were varied.Further,to keep the number of variables'within reasonable limits for the magnitude of cases simulated,generating units were either considered off or on at a given output level.When on,the Chena 5 unit was always operated at an output of 18 MW.The Zehnder units were operated at a 15 MW output and the North Pole units at a 40 MW output.These output levels for Zehnder and North Pole are achievable for either summer or winter conditions. This analysis process was continued for the AF100 and HF138 system configurations.These system configurations required simulation of successively fewer generation dispatches in order to achieve feasible steady-state results under system intact and contingency conditions. The next step in the analysis was the identification of the system intact import limits listed in Table 1.This analysis was based on the system operating at current winter normal load levels (or above)with the FKGM facility connected to the system.Transfer limits were identified with and without the HCCP unit on-line.This analysis focused on maximizing transfers into the GVEA system utilizing both the least amount (i.e.,megawatts)and fewest number of Fairbanks area generating units. For the existing system and AF100 system configurations,the GVEA and FMUS load was kept at the levels previously noted and generation within the Fairbanks area was scaled down to reach the import limit.For the HF138 system configuration,the same approach was followed and identified the first limit (based on line loading)with the HCCP unit on. However,the import limits based on voltage,with and without the HCCP unit on,were not reached with all Fairbanks area generation off.Thus,GVEA and FMUS loads were scaled up until the import limits were reached.- The final stage of the analysis focused on the identification of the single-contingency import limits listed in Tables 2,3,and 4 for the existing system,AF100 system and HF 138 system, respectively.This analysis focused on identifying Fairbanks area import limits,with and Power Technologies,Inc.Page 15 without the FKGM load connected,for several given generation dispatches within the Fairbanks area.All simulations were based on the HCCP unit being on-line. For these simulations,Fairbanks area generation was either off or brought on at a fixed level(i.e.,18 MW for Chena 5,15 MW for Zehnder,and 40 MW for North Pole).Depending on the generation utilized,either the summer normal or winter normal load condition was selected as the starting point.Then,the GVEA and FMUS loads in the immediate Fairbanks vicinity (i.e.,Zones 30 &40 which encompass the loads from Gold Hill to Highway Park)were either scaled down or up as required to arrive at a feasible steady-state solution for the selected contingencies analyzed. OVERVIEW OF SIMULATION RESULTS The results obtained for the existing system configuration are contained in Appendix 3. Power flow plots are provided for system intact conditions and the five Fairbanks area contingency conditions listed in Appendix 1.The results for each case are tabulated in a power flow solution summary at the front of Appendix 3. The power flow solution summary provides simple comments of the feasibility of the particular condition by indicating low voltage,line and transformer overloads,or the 'solvability'of the particular condition;that is whether it was a marginal solution or non- convergent case.Generation and contingency conditions which were not run have no entry in the solution summary.The comments indicating low voltages and line or transformer overloads are self-explanatory and are based on the criteria listed above.The other solution summary comments utilized are as follows: OK:A solution with all voltages and facility loadings within acceptable limits. MS:A marginal solution which would not converge within 20 iterations,but which had modestly small solution mismatches. NC:A solution which 'blew-up'or had grossly large solution mismatches. The results obtained for the AF 100 system configuration are contained in Appendix 4.The results for the HF 138 system configuration are obtained in Appendix 5.The results for each group of simulations are tabulated in power flow solution summaries at the front of each appendix. The power flow plots and loss summaries for the system intact limiting cases summarized in Tables 1 and 5 are included in Appendix 6. A detailed case-by-case discussion of the simulations is not provided,and the reader can review the results and draw his observations and conclusions.However,some general comments are provided. Power Technologies,Inc.Page 16 As can be observed,the existing system is ill-equipped to deal with significant,non-islanding outages in the Fairbanks area under high load conditions without sufficient generation being on-line in the Fairbanks area.This is particularly true for outages of the Gold Hill SVC and Gold Hill 138/69 kV transformer.The addition of the gold mine load significantly impacts the operation of the system and requires additional Fairbanks area generation to be utilized in order to survive non-islanding contingency situations. The presence of higher levels of generation at Healy provided by the HCCP unit make the existing system somewhat more secure than when importing equivalent amounts of power from Anchorage.This is indicated by comparison of the WNOEX00?and WNOEX10?series of cases which differ only by the operation of the Healy 1 unit.Further,the utilization of specific Fairbanks area generation for security purposes is also a factor.This is revealed by those cases where operation of a Zehnder unit versus a North Pole unit under heavy load conditions is represented (compare the WNOEX02?to the WNOEX03?series of cases and the WNIEX03?to the WNIEX04?series).Operation of North Pole in place of Zehnder or the use of North Pole without a Zehnder unit results in loading problems on the Ft.Wainwright- Zehnder 69 kV line under contingency situations. The AF100 system configuration (the main component of which is the SVC simulated at Ft. Wainwright)makes the system much more secure and able to tolerate non-islanding contingencies.This is true even with the FKGM load connected to the system under winter load conditions with minimal Fairbanks area generation (only Chena 5 as in the WN1AF00? series of cases).The AF100 system configuration compensates for most of the voltage problems which constrain the existing system,and minimizes the need to operate generation in the Fairbanks area for system security purposes. However,the down-side of this is that loading problems on the Ft.Wainwright-Zehnder 69 kV line surface more often when Fairbanks area generation is reduced.Even under system intact winter loading conditions without the FKGM (case WNOAFO0A),this 69 kV line overload surfaces and would constrain system operation even though voltages are well within reasonable limits.This has significant operating implications since cases WNOAFO1D, WNOAFOI1E and WNOAFOIF show that the AF100 system would likely provide acceptable performance under this system load and dispatch were it not for the loading constraints imposed by the Ft.Wainwright-Zehnder 69 kV line. Perhaps the most significant non-islanding contingencies under the AF100 system configuration may be the outage of the Gold Hill-Ft.Wainwright 138 kV line and the outage of the Ft.Wainwright 138/69 kV transformer (see case WNOAFO1B and WNOAFOIC).These two contingencies result in overload of the Gold Hill 138/69 kV transformer and/or the 69 kV lines connected to Gold Hill.The Gold Hill-Ft.Wainwright 138 kV line outage is the worst since it not only results in overloads for this condition,but decouples the Ft.Wainwright SVC from the Healy-Gold Hill transmission line and impairs voltage support along this line. The HF138 system configuration substantially improves the transmission support to the Fairbanks area.It makes possible the operation of the system under heavy load condition, even with the FKGM load,without the need to utilize Fairbanks area generation for system Power Technologies,Inc.Page 17 security.However,the loading limit associated with the Ft.Wainwright-Zehnder 69 kV line would become a significant constraint under the HF 138 plan if not increased. The problems identified for the outage of the Gold Hill-Ft.Wainwright 138 kV under the AF100 system configuration no longer surface under the HF138 configuration (see case WNOHF01B).However,load constraints associated with the Gold Hill-Musk Ox Tap 69 kV line surface under the HF 138 configuration during outage of the Ft.Wainwright 138/69 kV transformer (see case WNOHFOIC).Further,loading on the Gold Hill 138/69 kV transformer is elevated for this condition.Similarly,comparable high loading occurs on the Ft. Wainwright transformer for an outage of the Gold Hill transformer (see case WNOHFOIE). Thus,aside from the 69 kV line loading problems noted,transformer loading may become a problem under the HF138 system configuration.This will become a more significant factor as loads in the Fairbanks area which are served from the 69 kV system grow.Modest overloading of one of the 138/69 kV transformers caused by a temporary outage could be tolerated until generation (e.g.,Zehnder)is brought on line for loading relief.However,the permanent failure of one of these transformers (which could potentially take nine months to a year to repair)could significantly impair system operation.Depending of system load growth and the expected,minimum generation dispatches during heavy load conditions,the results for the HF138 system configuration suggest that 138/69 kV transformer capacity additions in the Fairbanks area may need to be considered in conjunction with the HF138 plan. NORTHERN INTERTIE Healy to Fairbanks 230 kV Transmission Line 140 MW transfer 25 Mvarimiwtpslimit- . ./ ys |oe on/ * 130 MW ae i i ;/és transfer Tee 8/|ae \_limit 33 j U |8 223260Mvar Nenana Of-+HEO SVC f |Healy 1 a +2 "nN HCCP PES-10-94 PKL 5024 PM PLicWESUHRN UESIUS fad WY, FACSIMILE TRANSMISSION 775 Sunrise Avenue Suite 210TotalPages:-Roseville,CA 95661 Fax #:(916)783-2086 Tel #:(916)783-2081 OO.Aur young -<one, COY4 6 O77 VER SUC ot Jet X 2 f2t YY.7eE- SVC wt Pew.Clay Fenny oF (041W.Pov Bowed,-reandJIZSIWaOwDEnS et 92.BMeesty-det X Aan 70 pps Ae ete --.Gig nn ln Dy, GO Poo-;org4 Fx Z4¢iin ,J 2.24 7M Pil-WESiGsN Urbiug PRA a tid (St 2069 - . 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G2, 0.9ea -16.3 "0.0 -72.6 0.2 0.0"i:ol"oNCANTWELLoly1i360Ladajeo $__fi0.0[SS 8 "s<y°;°-@)olw 0.999&$=-50.2 TEELAND TEELAND 130alo159968DAWSONsup¥a136ieA ain i5 T : DOUGLAS elo o,c0chii23 333els0.0 f-2.9 = -32,of-73.4 76,8 \a =1¢.473.8 TO.2 zips 51.9000 ¥5-6 .0.992235i-i6.3 -i3.3 DYINIT2.WIN LOAD.RLS GEN=75MW.IMPORT:HLS#70MW;FAIR«=132MW 100%_mare-10/+60MVAR SVCS @ SUB X &SUB Y.CHENA S$ON @ 1OMW.kept rae ter errs rsaFRI,FEB 18 1994 17:20 D D FEB-18-94 FKL 5525 PM PT I-Waoy UE HAA NU.Ylo fe cus18-94 FKL obi25 PM OPT I-WESTHEN Une ics PAA NU.¥1o /ge ZUs5 |}DYINIT2,WIN LOAD.HLS GEN=75MW.IMPORT:HLS=70MW;FAIR=132MW -10/+60MVAR SVCS @ SUB X &SUB Y.CHENA 5 ON @ 10MW.itdFILE:DYINIT2.CON SUB Y 138KV 17:161994VOLTAGESREALLY 138KV NENANA_138KV.FEB18GOLD _HILL 138KvV FRI,SUB X 138KV ------7-7 0.20000 qT |qo if |0.8aaePRINVIIAGQNINNRANIteSAINay|-.liateNIRAORINeMArheon---see,wae 6.90008.00007.0000(SEC)5.0009TIME4.00003.00002vd00 oq tifoePuerele)Jid=DFAAWy,PUI-WESTEKN UPEIUE2:25 YMPEB-]8-94 FKL SHONVLdaOSNs OAS LTFLT HLS=70MW;FAIR=132MW CHENA 5 ON @ 10MW. IMPORTHLSGEN=75MW. -10/+60MVAR SVCS @ SUB X &SUB Y. WIN LOAD.DYINIT2. raver Pracmuctocies,inc& DYINITZ.CONFILE (OSS) GALL b66T 8Taaa 'Idd ; 0000°6 0000°2 9000°S 0000°E coool ooo'oT 0000°9 0000°9 0000°6 0000°Z 0-9 e lo lo fo To | |[|| || o |o °o |o o oO lo] ter] Oo 9wa "4 ” ao fo] Oo °o to] 1i11 ry | Syt7?TyiF ' ] ' eeee|! - . = eeeetee a . tT eo. : t ' | mf ' |' oe . i] . x4o4th - ee i , . nni.Ras.ryMeettae wt neatwy PMI IMINO OIA ES1PMAw 4 bhpsneenen een ruveesneatepateereeteneestenteus res Bearetegapvece hee es n>B»*a aoeosal4aytal7Aa / 8 . PVN NTRP VAVAIA NAVAN ALL AS OYO \iv oO 3° Le] So fo] ° ° ° °° oS fo] o oOo oO °o° °o |o mnwnnc© je _ji2 jefe |||||| || FEB-15-94 TUE 5:00 PM =PTI-WESTEXN OFFICE FAL NY,jib 7/83 280 Loud POWER TECHNOLOGIES,INC. FACSIMILE TRANSMISSION 775 Sunrise Avenue Fax #:(916)783-2086 .Suite 210 Total Pages:9 Roseville,CA 95661 Tel #:(916)783-2081 TO:Steve Haagenson COPIES TO: FROM:John Doudna DATE:February 15,1994 SUBJECT:Healy-Fairbanks Intertie Study I assume you got the package of loadflow plots,tabular summaries,and brief description I sent last Friday via UPS.I have had significantly more interruptions than I had expected, so didn't get as much done on the draft report I promised or as soon as I had expected. However,attached is a very crude and partial draft report based on the power flow analysis I have completed so far.It hasn't even been spell checked,and ['m not certain all the "T's" are crossed and "I's”dotted. However,as noted in my letter enclosed with the plots,I would like some feedback from youastowhethertheresultssofarandtheapproachIamtakingaremeetingyour|expectations.As I noted,there are also some alternatives like mini-comps at the Jdistributionlevelthatmayprovideacheaperbutveryworkablefix.Thus,I would like toknowifyouwanttoexploresuchoptionsaspartofthisstudy.Also,I would like to know|>whether you feel transfer expectations can be moderated somewhat and thus reduce the|© reactive compensation requirements. 'I now plan to run some line open-ended and post-load shedding type power flow cases toexamineinductiverequirementsoftheSVCandanylimitationsonusingtheproposedcapacitoratTeeland.However,I would appreciate some feedback tomorrow if possible so I can proceed with the dynamics simulations.D PEB-15-94 TUE 5:0]PM PT I-WESTEXN OFFICE FAX NU.916 783 2U89 HEALY TO FAIRBANKS INTERTIE ELECTRICAL SYSTEM ANALYSIS PTI Report No.RXX-94 Prepared By: John H.Doudna,P.E. POWER TECHNOLOGIES,INC. February X,1994 co FEB-15-94 TUE 5:01 PM PUI-WESTHEN OFFICE FAR NG 416 783 Power Technologies,Inc,DRAFT Page 1 INTRODUCTION The Golden Valley Electric Association (GVEA)system is part of the Alaska Railbelt electrical power system and is connected to the remainder of the Railbelt through a single 138 kV intertie (i.e,.the Anchorage-Fairbanks Intertie).The majority of the GVEA syetem load is centered in the Fairbanks area.The Healy power station,a major GVEA resource,is located some 100 miles south of Fairbanks along the Anchorage-Fairbanks Intertie. The Healy power station is being expanded by the addition of the Healy Clean Coal Project (HCCP)unit.This project will consist of a new coal-fired generating unit with a nominal,net output rating of 5|0 MW.This will increase the total plant output capability to 75 MW.The Healy plant output along with GVEA's allocation from the Bradley Lake Hydro plant will constitute the majority of GVEA's resources normally used to serve its load.In fact,these resources will be able to supply more than 80 percent of GVEA's winter peak load.J Ggistoagy Thus,the capability,security and reliability of the transmigsion facilities connecting these resources to the GVEA system load center is of paramount importance and concern.To enhance the security and reliability of the bulk transmission newtork serving the loads in the Fairbanks area,a new intertie has been proposed which would provide a second connection between Healy and the Fairbanks area (i.e.,the Healy-Fairbanks Intertie).This intertie is proposed as a 230 kV constructed line operated initially at 138 kV. To maximize the usefulness of this new intertie and the existing transmission facilities, reactive compensation additions would be required.Previous preliminary studies have shown that several new static var compensators (SVC)would be required for this intertie in order to maximize the overall system capability and assure acceptable system performance. This report presents the results of system analysis to evaluate and identify the location,size and type of reactive compensation required for the proposed Healy-Fairbanks Intertie.This analysis also investigates the response characteristics and control interations which might exsit beteen the existing static var compensators and new SVCs added to the GVEA system. SUMMARY [Note:this section will be updated once dynamic simulations are complete] The system analysis performed for this study considers operation of the GVEA system underasingle,basic,future transmission system configuration.This configuration consists of theexistingsystemwiththeproposedHealy-Fairbanks Intertie and associated transmissionfacilities(i.¢.,transformers,new line taps,etc.)added.A detailed description of system conditions analyzed in this study ie contained later in this report. The main focus of this study is the identification of reactive compensation requirementsnecessarytomaximizethebenefitsfromtheproposedHealy-Fairbanks Intertie.As 3Ui 5:02 PM PYI-WEOTHEN Urb lus Tal dv.315 103 Power Technologies,Inc.DRAFT Page 2 considered in this study,euch reactive compensaton identification is predicated on trying tosatisfythefollowingsystemoperatingobjectives: Oses Carton #4°Heavy system loads comparable to winter conditions e The proposed Ft.Knox gold mine operating on the GVEA system ”7 "*"''" °No generation on-line in the Fairbanks area (Mabey "6 a3 og °An initial condition import into Healy of 100 MW from Anchorage **"27a,%re! °Simultaneous operation with up to 75 MW of generation at Healy %-«--00.-uu. °Withstanding any single transmission or generation contingency '+./toon featKee.fo 'Y ore As identified in this study,reactive compensation requirements along the Anchorage- Fairbanks Intertie fall essentially into two areas of the system.The reactive needs within each area are driven by two different sets of factors.The first area is for that portion of the intertie south of Healy.The reactive needs in this area of the system are driven by the initial Anchorage to Fairbanks transfer and contingencies which can increase this transfer (i.e.,generation outages).The second area is that portion of the system north of Healy.The reactive needs in this area of the system are driven by power transfers from Healy to Fairbanks and contingencies which weaken the Healy to Fairbanks transmission network (i.e.,line outages). As identified in this study,the most significant contingency driving the reactive requirements south of Healy is the loss of the 50 MW HOCP unit.Loss of this unit substantially elevatesthepowertranferfromAnchorage.'The most significant contingency driving the reactive requirements north of Healy is the loss of the propose Healy to Fairbanks Intertie.Loss of this intertie forces all power transfers from Healy to Fairbanks to flow over the existing portion of the Anchorage-Fairbanks Intertie. To satisfy the system operating objectives noted above,very large amounts of reactive compensation would be required along the Anchorage-Fairbanks Intertie.As the power transfers approach the operating objective conditions,the incremantal reactive requirements substantially exceed the incremental power transfer increase.That is to say,for one megawatt of power transfer increase it takes more than one megavar of reactive . compensation.At the extreme,1.5 to 2.5 Mvar of additional reactive compensation is | required to support 1 MW of increased power transfer.THE Agproie et gt fe. META ry ae / CONCLUSIONS &RECOMMENDATIONS [Note:this section will be updated once dynamio simulations are complete) Meeting the system operating objectives noted in the Summary section above would requireextremeamountsofreactivecompensationadditions.In order to meet the broad variationinreactiverequirementswhengoingfromasystemintacttoasinglecontingencysituationwouldnecessitatethevseofstaticvarcompensators(SVCs)for all reactive compensation.+This would also require the addition of four new SVCs along the Anchorag-Fairbankd _.Intertie.Satisfying the noted system operating ojectives will only result in about a 20 MW <=* yein cP AN Yorto +FOrme Ave THESE srra ay 4 TUE 3:03 PM PTI-WESTERN OFFICE Pa NO 310 783 Lose wo)Power Technologies,Inc.DRAFT Page 3 power transfer increase over that which is achievable with a more realistic compensation scheme. Based on this analysis,a reasonable objective is to design for a maximum import into Healy of 180MW from Anchorage.This is the maximum import which could exist under any condition;system intact or post-single contingency.Thus,depending on the possibility of experiencing a contingency which would elevate the Healy import,the system would have to be operated initially in a manner such that the contingency could occur and the steady-state Healy import would remain at or below 180 MW.This implies,however,that if no generation is operated in the GVEA system and loss of generation is thus not a possibility, initial condition imports into Healy can be 180 MW. Similarly for imports into Fairbanks,a reasonable objective is to design for a maximum system intact import of 140 MW.This level of import is based on surviving trasnmission contingencies versus generation contingencies.Thus,reduction of the Fairbanks area import due to generation operated in the Fairbanks area is not a factor. To operate with the above Healy and Fairbanks import objectives of 130 MW and 140 Mw, respectively,and satisfy steady-state operating criteria under single contingency situations, the following reactive compensation is required and recommended: °The Gold Hill,Healy and Teeland SVCs should remain at their current size °An SVC with a 60 Mvar capacitive rating should be installed at Sub X in the Fairbanks area.This SVC should be connected to the 138 kV bus.77H or Are THESE Dyn Araee rate DS,e An SVC with a 30 Mvar capacitive rating should be installed at Nenana Ft e An SVC with a 60 Mvar capacitive rating should be installed at a point 40%of -the Cantwell-Douglas line distance south of Cantwell °A 25 Mvar shunt capacitor should Ls installed on the tertiary of the second 230/138 kV transformer at Teeland The three new SVC should be equipped with susceptance limiters to limit the steady-state output of these units.This will be necessary to provide sufficient dynamic operating reserves for maintaining steady-state stability. For the Sub X SVC,susceptance limiting will be required to optimize the var output from theexistingGoldHillSVCandthusprovideappropriatedynamicoperatingmarginonbothSVCs.Without susceptance limiting,the Sub X SVC will hit ceiling output levels understressedsystemconditionsandtheGoldHillSVCwillfailtocontributeaproportionateamountofsupport.Two factors contribute to this response characteristic.First,the GoldHillSVCbeinglocatedonthetertiaryofthe138/69 kV auto-transformer is electrically muchclosertothe69kVbusthatitistothe138kVbus.Second,the Gold Hill SVC regulates thevoltageonthe69kVbus,and its response to a var definiency at the 138 kV level is less car FEB-15-94 TUE 5:04 PM 9 PTI-WESTEXN UKFICK PAK NU.Yl 7/84 Zueo ',©Power Technologies,Inc.DRAFT Page 4 significant than the response of the Sub X SVC which is connected to and regulates the 138 kV bus. STUDY CONDITIONS &PROCEDURE [Note:more to be added after additional loadflow &dynamio simulations] The power flow and dynamics model utilized in this study is based on the existing Railbelt system model which was developed for the HCCP study currently in progress.For this study, the power flow model was updated to represent the transmission lines and transformer connections now proposed as part of the Healy-Fairbanks Intertie.These updates include representation of the following bacic facilities: e A 100 mile-long,230 kV-constructed transmission line operating at 188 kV and extending from Healy to a new substation in the Fairbanks area °A new Fairbanks area substation located between Gold Hill and Ft.Wainwright and intercepting the existing 138 kV and 69 kV lines °A 100 MVA,138/69 kV transformer at this new sub e An SVC at the new sub connected to the 138 kV bus .A new 69 kV tie from the new Fairbanks sub to the FMUS South Side sub The load and Fairbanks area generation scenario used in this analysis is representative of a worst-case'operating situation.This worst case operating situation was selected based on preliminary analysis already completed for the HCCP studies.This operating situation represents: Winter load levels for existing GVEA &FMUS loads °The proposed Ft.Knox gold mine (FKGM)load added All Fairbanks area generation off-line The existing combined GVEA and FMUS loads as represented for this study range from about 81 MW to 125 MW.These loads are exclusive of transmission system losses,and the University of Alaska,military base,and Healy plant station service loads.These load levels and the specific bus-by-bus distribution utilized in the model is based on information providedbyGVEAfortheHCCPstudy.The variation in load levels used is dependent on the amountofgenerationassumedatHealy.For the Healy dispatches utilized,the PMUS and GVEAimmediateFairbanksareaload(exclusive of MAPCO)was scaled such that there was a 100 MW import into the Healy 138 kV bus from Anchorage. In all simulations,the FKGM load was assumed to be 35 MW.The FKGM load as modeledincludestheeffectofthesynchronousmotorloads(about 4 MW of the total)as well as thefiltercapacitorsassociatedwithvariablespeeddrivesproposedforthefacility.The load level Power Technologies,Inc.DRAFT Page 5 associated with the FKGM facility was taken from the Reconnaissance Level Study for the gold mine addition.The FKGM loads are represented as being fed from the Gold Hill 188 kV bus via a 188 kV transmission line to the gold mine facility.This 138 kV line is explicitly represented in the simulation model,so charging from this line if factored into the results. Loads in the remainder of the Railbelt reflect a winter normal load condition.These loads were derived from the recent underfrequency load shedding study. Hes & For the majority of this study,as noted above,al]Fairbanks area generation (GVEA,FMUS, military &university)was assumed off-line.Thus,only Healy generation was represented and three basic Healy generation dispatches were utilized.These are: °Only Healy 1 on-line at 25 MW net output e Only Healy 2 on-line at 50 MW net output °Both Healy 1 and Healy 2 on-line at 75 MW net output Some special generation dispatch cases were also developed which included generation at North Pole.These cases assumed varying levels of North Pole generation in order to identify stability limits associated with the loss of a North Pole unit.Previous studies have shown the loss of a North Pole unit (due to their size)to be a critical stability problem. The generation dispatch utilized for the remainder of the Railbelt was based on 'typical' dispatche for a winter load condition.The basic dispatches utilized for the remainder of the Railbelt system were derived from the recent underfrequency load shedding study with operation of Bradley Lake factored in.Changes to the basic Railbelt dispatch were made to accommodate the variations in the Anchorage-Fairbanks transfer.These dispatch changes were usually made at Beluga and Bernice Lake.For the purposes of this study,Bradley Lake output was selected as 90 MW,regardless of the gold mine load status or the Anchorage- Fairbanks transfer level. The general procedure followed in this study was to first analyze the system under steady- state conditions (i.e.,power flow simulations)with only Healy 1 on-line,but with 100 MW of import at Healy from Anchorage.This analysis considered both the system intact _condition and several significant,non-islanding transmission facility outages in the Fairbanks area and along the intertie.Transmission outages in the Anchorage area were not consideredinthisanalysisnorwereoutageswhichwouldislandtheGVEAsystemfromtheremainderoftheRailbelt.Islanding outages are addressed as part of the dynamics simulations. Based on results from the HCCP study and previous intertie studies,an initial reactive compensation plan was represened.This consisted of: )The existing Gold Hill,Healy and Tesland SVCs 'An SVC of 'inifinite'size at Sub X (the new Fairbanks sub) Assessment of steady-state reactive requirements was made based on meeting voltage criteriaforsystemintact,transmission facility outage,and Healy generation outage conditions. FEB-Lo-94 TUR 5:0 PM 0 PTI-WESTERN UKE US faAA NY 419 78 Power Technologies,Inc.DRAFT Page 6 System intact conditions demonstrated a var deficiency south of Healy,so additional var resources were examined in this area.This resulted in the following addition var resources: °An SVC at a point 40%of the Cantwell-Douglas line length south of Cantwell (called Sub Y) °A 20 Mvar shunt capacitor at Teeland The analysis progressed by analyzing transmission and generation contingencies to identify the maximum reactive requirements based on the revised reactive compensation plan.For majority of this part of the analysis,all new SVCs were assumed to be of 'infinite'size. However,some cases were examined where certain SVCs were limited in order to assess the impact on reactive output from other SVCs. The analysis process was continued for the dispatch where only Healy 2 was on-line.The location of reactive compensation initially used remained the same as for the previous cases with only Healy 1.However,this condition identified the need for a var source at Nenana. Further,the larger generation loss and larger Healy to Fairbanks associated withe 50 MW versus 25 MW of generation at Healy resulted in larger var output from the 'infinite'SVC sources assumed.These cases identified the need for and considered the following additional reactive compensation requirements: A 20 Mvar capacitor at Nenana e Increasing the shunt capacitor at Teeland from 20 Mvar to 40 Mvar. The analysis then focused on reactive requirements when both Healy units were on-line (i.e., 75 MW of generation at Healy),This ecenario identified the need to replace the Nenana capacitor with an SVC.The 40 Mvar shunt capacitor at Teeland was again considered. The scenario with 75 MW of generation at Healy identified substantial var requirements from the Nenana and Sub X.Thus,the next step in the analysis was to identify optimum var allocation between the Sub X and Nenana SVCs necessary to meet criteria and minimize overall var source additions. Since the 75 MW Healy generation case identified substantial var requirements under contingency conditions,a sensitivity analysis was performed.This analyeis identified var requirements at the identified locations versus: °Import levels into Fairbanks after loss of new intertie °Import levels into Healy after loss of Healy 2 Those two contingencies represont the most critical contingencies affecting the reactive_requirements north and south of Healy,respectively.Based oa this analysis,maximumfeasibleimportlevelswereidentifiedbasedontheuseof'reasonable var resourcemagnitudesnecessarytomeetcriteria.Thus,a recommended var compensation plan was identified based on steady-state requirements. fes-lo-$4 TUE oc Uo PM Pii-WeoleXN Urrits Power Technologies,Inc.DRAFT Page 7 The final step of the steady-state analysis was to test the new recommended var requirements under the various contingency situations.This analysis considered the option of using a 25 Mvar shunt capacitor at Teeland instead of the 20 Mvar capacitor previously identified. POWER TECHNOLOGIES,INC.775 SUNRISE AVENUE SUITE 210 ROSEVILLE.CA 95661 916 783-3566 FAX 916 783-2086 February 11,1994 Mr.Steve Haagenson Engineering Department Golden Valley Electric Assn. 758 Illinois Street Fairbanks,AK 99707 Dear Steve: RE:Healy-Fairbanks Intertie Compensation Study Enclosed is a lot of paper,but not much explanation on the analysis I have done so far in refining the reactive compensation requirements for the proposed Healy- Fairbanks Intertie.I hope to fax to you by late Monday or early Tuesday a crude draft report outlining what I have done so far and explaining this stuff in more detail. However,I will give you a 'thumb-nail'sketch of what I have done so far and what I am proposing at this time. The information summarized in the enclosed Tables 1 &1A and associated loadflows provide information on steady-state operation with only Healy 1 initially on-line. Tables 2 &2A provide similar information,but only with Healy 2 initially on-line. Tables 3 &3A show system operation with both Healy units on-line.The above three sets of tables and supporting loadflows were done on the basis of attempting to import 100 MW into the Healy bus under system intact conditions.Table 4 and the associated loadflows are some option cases looking at the allocation of var sources between Sub X (the new Fairbanks sub)and Nenana for the most critical outage (i.e., the new Healy-Fairbanks line).Tables 5 and 6 and associated cases show var requirements as a function of Fairbanks and Healy imports,respectively,for the most critical outage (i.e.,the new line for compensation north of Healy and Healy 2 for the compensation south of Healy).Table 7 and associated loadflows are test cases to confirm what I am currently proposing. As you will note,I have only investigated steady-state power flow situations so far, and the dynamic analysis could significantly alter the outcome and the feasibility. However,it looks like three SVCs (all at new sites)and a shunt capacitor at Teeland will be required.This will support a maximum import into Healy of 130 MW and a maximum import into the Fairbanks 138 kV buses of 142 MW.It appears that going past these import levels (look at Tables 5 &6)would require a quantum increase invarsupportabovewhatwaspreviouslyidentifiedandexpected.This,of course,only ™ represents money,so if one feels rich higher import levels appear possible.But,I think the reasonable cut-off occurs at the 130 MW and 142 MW levels noted. CORPORATE OFFICES ©1482 ERIE BOULEVARD *PO BOX 1058 *SCHENECTADY,NY 12301-1058 *518 395-5000 Page 2 Mr.Steve Haagenson February 11,1994 The 130 MW import limit into Healy is a under any condition'type limit.That is to say that with the system initially normal the import into Healy would have to be limited such that the worst (i.e.,generation)contingency would not push the steady- state import above 130 MW.Thus,if Healy 2 is on-line,for example,at a 50 MW net output,the maximum system intact import into Healy would be about 80 MW.This would keep the import within the 130 MW after the loss of Healy 2.However,if absolutely no generation were on-line in the Healy-Fairbanks area (i.e.,there can be no generation contingencies)then the system intact import into Healy could be 130 MW. The Fairbanks import limit is based on transmission contingencies (i.e.,loss of the new line)instead of generation contingencies.Under no circumstances can you bring more than 142 MW into Fairbanks and survive (from a steady-state,post-contingency criteria standpoint)the loss of the new line.However,based on the winter load scenario used in these cases this assumes the simultaneous import of 80 MW (into Healy)from Anchorage plus the generation of 75 MW net at Healy.Minus losses and the loads from Healy to Fairbanks this nets to 142 MW into Fairbanks.This number is subject to minor fluctuation depending on the loads from Healy to Fairbanks. The reactive requirements needed to reach the 130/142 MW import levels is as follows.Test cases using this compensation are shown in Table 7. °60 Mvar SVC at Sub X with steady-state output limited to 50 Mvar e 30 Mvar SVC at Nenana with steady-state output limited to 25 Mvar °.60 Mvar SVC at a point 40%of the line distance south of Cantwell (Sub Y in the plots)with steady-state output limited to 50 Mvar °25 Mvar shunt capacitor added at Teeland (on 2nd transformer tertiary) °The existing SVCs would remain as-is These are only the capacitive limits.I have yet to run cases to examine the inductive requirements,but I expect they will be small.In fact,I expect that no inductive capability will be required at Nenana,and the Sub X and Sub Y inductive requirements should be small (say 10 Mvar).The biggest problem may be accommodating the 25 Mvar shunt capacitor at Teeland (if mechanically switched) -recognizing that the 22 Mvar inductive SVC at Teeland would have to compensate for this capacitor plus the line charging up to the Sub Y SVC site (assuming Sub Y would be a breaker station).If the Anchorage area cannot handle these vars and stay within the steady-state over-voltage limit,thyristor switching may be a requirement. -S"\pn Page 3 Mr.Steve Haagenson February 11,1994 Note also that the optimum location for Sub Y at 40%of the line length south of Cantwell does not correspond to the Igloo location.Igloo,based on your previous | information,is only 27%of the line length south of Cantwell.This would possibly reduce the Sub Y reactive requirements,but it would also mean that the 130 MW import level might also be reduced.The Healy steady-state import limit is based on keeping the voltage at Douglas within guidelines.The farther north Sub Y is of Douglas,the more difficult it will be to meet the voltage criteria at Douglas. This could necessitate adding more SVC capacity and could entail substantial additional costs.There are potential options to minimize this additional costs, however,but it might require the criteria to be bent'a little.The criteria only addresses the maintenance of voltage at the transmission level based on the assumption that LTCs can regulate the distribution.However,a device such asABB's Mini-Comp!(a distribution-class thyristor switched capacitor SVC)would allow us to control the distribution level voltage and allow more sag at the transmission level.So if you think this option might fly with MEA and the rest of the Railbelt utilities,we can certainly do some analysis to see how it looks. My prime objective in forwarding this material at this stage is to have you review it and to solicit any comments you have prior to launching into the dynamics analysis. I would like you to indicate if there is anything which I have proposed so far that fails to meet or grossly overshoots your expectations.Further,limiting of the maximum Healy import expectations will reduce reactive requirements at Sub X and Teeland.Limiting of the Fairbanks are import will substantially affect the Nenana reactive requirements and could eliminate the need for this SVC or allow the use of a shunt capacitor instead. Please review the enclosed material and provide me with your comments. Sincerely, ohn H.Doudna,P.E. Senior Engineer JHD: Enclosure 1 About $800,000 for a 10 Mvar,11-step unit RESULTS FOR HEALY OUTPUT =25MW ,SVC OUTPUT (MVAR)! CASE ;COMMENTSNUMBER|GOLDH.|SUBX |HEALY |SUBY |TRELANDitWN1HF21A+4.3 +19.6 +23.0 0.0 +21.7 System intact.Criteria violated at Healy,Douglas and Teeland WN1HF21B +3.9 +14.6 +24.1 0.0 37.0 System intact.Infinite Healy &Teeland SVC. Criteria met.61.1 Mvar south SVC output. WNI1HF21C +3.9 +14.6 -1.0 +31.4 422.3 System intact.Infinite Healy &Teeland SVC.New SVC 25%down line from Cantwell.Criteria met. 52.7 Mvar south SVC output. WN1HF21D +3.9 +14.6 +2.3 +33.9 +15.0 System intact.Infinite Healy &Teeland SVC.New SVC 50%down line from Cantwell.Criteria met. 52.7 Mvar south SVC output. WNIHF21E +3.9 +14.6 -0.3 +31.7 +20.8 System intact.Infinite Healy &Teeland SVC.New SVC 30%down line from Cantwell.Criteria met.52.7 Mvar south SVC output. WNIHEF21F +3.9 +14.6 +1.0 432.6 +18.0 System intact.Infinite Healy &Teeland SVC.New SVC 40%down line from Cantwell.Criteria met. 52.7 Mvar south SVC output. WN1HF21G +3.9 +14.6 +9.6 $55.7 +44.8 System intact.Infinite Healy &Teeland SVC.New SVC 30%down line from Cantwell.Criteria met. 52.7 Mvar south SVC output.Healy off. WN1HF21H 43.9 +14.6 +12.4 +56.3 +39.6 System intact.Infinite Healy &Teeland SVC.New SVC 40%down line from Cantwell.Criteria met. 52.7 Mvar south SVC output.Healy off. WN1HF2I1I +3.9 +14.6 +1.0 +32.6 +18.1 Proposed compensation.System intact.Existing Gold Hill,Healy &Teeland SVC.New Sub X SVC &Sub Y SVC 40%down line from Cantwell. 20 Mvar Teeland cap. TABLE 1 RESULTS FOR HEALY OUTPUT =25MW (Cont.) SVC OUTPUT (MVAR)! CASE ;COMMENTSNUMBER|GOLDH.|SUBX |HEALY |SUBY |TEELAND WN1HF21J +3.9 +14.6 +1.0 +32.6 +18.0 Proposed compensation.Teeland cap off.Criteria met. WN1HF21K +3.9 +14.7 423.4 0.0 +36.0 Proposed compensation.Sub Y SVC off.Criteria :.met. WN1HF21L +3.9 +15.0 0 +33.0 +18.1 Proposed compensation.Healy SVC off.Criteria met. WN1HF21M 415.7 0.0 +4.7 +32.6 +18.1 Proposed compensation.Sub X SVC off.Criteria .met. WN1HF21N 0.0 +19.2 +1.0 432.7 418.1 Proposed compensation.Gold Hill transformer out. Criteria met. WN1HF210 +9.2 +22.2 +1.1 +32.6 +18.1 Proposed compensation.Ft.Wainwright transformer out.Criteria met. WNI1HF21P +5.2 +14.0 +1.1 +32.7 +18.1 Proposed compensation.Sub X transformer out. ,Criteria met. WNI1HF21Q +9.5 445.3 +23.0 445.7 +26.3 Proposed compensation.Healy-Sub X line out. ..Criteria met. WN1HF21R +113 +6.3 +3.3 +32.6 +18.1 Proposed compensation.Gold Hill-Sub X line out. Criteria met. WNI1HEF21S +3.9 +14.6 +12.4 +56.3 438.9 |Proposed compensation.Healy 1 off.Criteria met. WNI1HE21S 422.8 Similar to Case Q above,but with Sub X SVC+3 1 2 +25.0 +47.9 +26.6 limited.Healy-Sub X line out.Criteria met. TABLE 1A "+”indicates capacitive,and "-"indicates inductive Includes additional shunt capacitor output at SVC location MUSK TAP 110 INTACT.EXISTING +SUB X SVC. MON,FEB 07 1994 09:19 KV:$69 ,€138 ,£230 :ZEHNDER |oMs 135 vale.-8.7/)2°°|79-3193 =0.4 1.019 -a2-5 CHENA HAMILTON CHENA 216 3.9f|-7.2.2f)22? S)0.0 0.64.3 4.3}|-11.2 o.cl o<-35.8 o>c.oyf "<1.016 "WI as 29 (7)C.0)y.921 -82-9 ay os i0.0 1,018 85.5 '1.016 82.8 -i12.8 CHEN TAP UOF A UNIV AVE .s_flo.esale150-fl 9.oft?2.8 ed 0.30 2) -0.4][-O.1 y}-o.off 3.8ll1 oie 1,019 "112.8 | 82.5 1.016 82.8 o INTRNATL S/S 1.919114tla82.5 wmiN ola t PEGER RD 1.019 4 115 -82.6 1.020 aS =|"GOLD HIL tool Ny-82.alo wlo 402 nin S.SIDE als 2.019o]N 0.0 |(215 ={n -82.6ela-32.8 |alv!-0.0 S)Blea $e 728-5 a5 S.FAIRB FT.WAINUb1,024 F . te 1,024.I 116 205 GOLD HIL Alt er 1.017 2.6 =i.6//-1.4 1.4}22.2 FORT Ww. 400 alt -81. 3.9 ears 7.4if5.8 221 "|*ot sup xX "TAIT 2.020 1.021 ' hw ola 301 NIN ales -92.5 -82.6 15.2 ! Wie liad i)''mle . -5.8 \ sane"15038 4 sue :"FT.W TAP 4.022 =]42.6 -42.6 6 t 782.7 ale sup x.YXY -4.520 5.2 Js i 300 1.0000 -81.2 cK -27.8 wha a ye "< 7.4U 1,023 " eo =ofa 82.6 gancGR TP 1.020an1122 83.8w.'colo --_ NENANA al@ 1,011 1.020 ee ofS380Alt=74.9 1 81.4 sla i-E---ot alt ams bd bd BROCK TP 1.020 1 ©125 -34.2 Qo-|2 .012 ele 9.000 x,.alo 91.1 ole 0.0 HWY PARK OI™3.020Ttle 34.6 al -'NTO a |%\ S| 910 alsHEALY::'let le 370 alt ity 'Sid -67.1 si0°OME a5 |"S|."jo >|sop.'|N.POLE + ny mate 209 °!1.020 aS 84.4 HEALY SVC r 2.097 =14.7])"<2-2 _J)=368 nial 29773 0.4 0.0 CANTWELL S/S 0.969 ejoo-360 =ai -59.4 clo o ak 0.0 (2)=S re 0.90 a -1.019 1.000 .-a 61.8 -112.5 ela s]2 0.994slitGlo-23.8TEELANDoo TEE LAND 13015-56.4 ie 9968 DAWSON 19.1 - zDOUGLASele9,oooft=146 23felo010H-12.3 a106|'-110 113 ;£ sane 16.1-56.5 J¢ 0.935 0.973 P3-2 0.973 30.5 -23.-17.0 WNIHF21A.WINTER LOAD.HEALY GEN=25MW.100MW INTO HEALY.100%_RATEA MUSK TAP+ZENNDERGMS 135 sy alle.>-a 200"9-8 1/9-3 -0. 1.019 -79.4 CHENA HAMILTONCHENA2162,9-7.1 7.3 117So)o.9f|243 >.6-4-3 a3 o.O}]os ©9o.oll "<1.016 "IN aS £0 <2)O.c 3.023 779-8 IS ns 0.9082.5 '1.016 109.8 CHEN TAP UOF A UNIV AVE s flo.osolesofo.o(t??2.8 we Wyo.8 2)0.40.2 Yo -0.0y 2-8lla ore 1.019 |208-8779.4 1.016 -79.8 o INTRNATL 12 1.019114Tio=79.5 --> DIN ola 1 PEGER RD 4.029 4 115 -79.5 1.020 ale [GOLD HIL Nc " 79.4 ba aio,492 iy S.SIDE _|%2,029sxS10|(ai 779.6mia-32.8 |ini-9.0 S)ales $e 728-9 as $.FAIRB FT.WAIN1.024 74 505aleaenttort116205 GOLD KIL ltt VEY 1.017 2.6 =.6][-1 4 2.4)121.3 FORT W.400 fad a -78.1 75.9 mayen 7,415.8 122 als a iar supx Std gic 4.020 1,021 ' a ola 301 Als A]-3955 -79.6 15.2 'whe ie 41nya-5.8 \ se 59}an 0 :"77,FT.W TAP 1.022 3 42.7 -42.6 120 L =79.7 aly sup x_YXY a.nog 3.2 as t 300 1.Cb00 =78.2 AS 27.8 Als wn opm ols ne "7.4 1.023 "" ojo gin cfs -719.6 sanGr TP 1.029.°;122 -89.8Sl1apoofloNENANA«iz (1.016 1.020 ie >380 we -72.0 1 -78.4 27 Nlene.Coed Dia als BROCK TP 2.220a"@ 125 =ai.1 So -|@ 1.012 212 0.000 <, ols 788.3 gio 9.0 HWY PARK Ol=1.220T207TIS283.5 ws i 'oye 29 alaHEALY'13 $he 5.029 pel bas370altIe'ty -44.3 PH POLE =|"'o1no apa wtc=)eg ale N.POLE 5Thm20 |1.020 S 81.4 HEALYSVG =A eee -i4 8 "S |l0.0 )«368 ATS r9a's 0.4 0.0 1 CANTWELL S/R 0.986 ofe ofe360ait-56.9 S10 Olin <¢0.0 2?"S |f0.0 s|2 2 -©)1.019 1.000 -o -78.8 -109.5 oln A 1.035ol?TIS -23.6TEELAND-TEELAND 24925 55.9 |<9968 CAWSON 26.2 - 2ROUGLASelo9.coof=146 23elo0.0 {0.8 ES 106||-109 112 H 5 3.6(|-4.2 15.2//-56.3 as 0.963 1,000 YlL.0 <<0.986 -29.6 22.8 -16.9 WN1IHF21B.WINTER LOAD.HEALY GEN=25MW.1COMW INTO HEALY.100%_RATEA <u,INTACT.EXISTING GH,INFINITE HLS &TEEL,+SUB X SVC.QO 4.039OVrecpoweres.(MON,FEB O7 1994 09:18 KV:£69 ,€138 ,#230 MUSK TAP 110 MON,FEB 07 1994 09:43 KV:<69 ,£138 ZEHNDERGMS 135 -11.3//8.7 -3.7f)2° "90-8 -0.4 1.019 76.7 CHENA HAMILTONCHENA(|276 3.9||-7.1 rif)+27 S 0.0 0.6||-4.3 4.a|-11.2 O.01 o<=5.8 ©0.0],<1.016 "IN 4g __|[o.0 @O.0OW 1.021 777-2 IF "S 1[0.0 1.018 -79.8 '1.016 -77.1 -107.1 CHEN TAP U OF A UNIV AVE .s__flo.o -5.7/14.0 1501a.fft 32 2.8 2 _lfo.0 @) anlar if -0.0f 0.8/1 o16 1.019 107.1 76.7 1,016 -7701 o INTRNATL Q/2 1.019 4 (-76.8SS-__|::_|:DiN ola ' PEGER RD 1.019 . 115 76.8 1,020 alm ™Im GOLD HIL Nt-76.7 1°wnlo 402 iy S.SIDE als 1,019ol9.0 |(215 =I -76.9mew-32.a |ol 7 '-0.0 (S)aon$e "28-9 J" S.FAIRB FT.WAIN1.024 i 'cle 1,024,116 205 GOLD HIL I VEY 1,017 1.6 -1.{71.4 1.4)11.3 FORT W. 400 alt -75.5 -3.9 ae a 7.4)/5.8 122 a be at suBxX Qt IS 1.020 1.021 ' allen olan 301 NIN ae -76.8 -76.9 15.2 'fale Tht ' ;=--=-5.8 ; ESTER 1,917 als FT.WAIN -75.'FT.W TAP 2.022=42.7 -42.6 120 78 mln sup x."KY 74-520 5-2 SE j 300 1.Cb00 -75.5 as -27.8 fA Fa Go be s -7.4))1.023 "|! ee gla ole 76.9 BADGR TP 2.929 o 7 122 =78.1 .cho SS NENANA e|-1.016 1.020 A be alo 380 wf -69.3 Q)-75.7 =|7'AleDeeeLonelvala nies BROCK TP 1.220q|7 ®125 -78.4 Q _|"%1,012 s|/2 9.000 <ale 85.6 alo 0.0 HWY PARK I 22228 T 207 vis 53.9 - ' Salonwiwwo|™\oo 020 *° HEALY 'let ;a 1.alta370altMPak61.6 N,POLE {%A 53|@ |8 iz f_3"Se}ala N.POLE 5 t[-- 1 20 1 222 ak <i *! y Lf 1ueaLysve"PS 1.016 =14.8 <p21)368 91.6 0.4 0.0 CANTWELL sj!1,016 ols j=360 =f -54.6 oj ol ak 0.0 2iNve0.0 1P=''S . 'co fo --1.019 J a.aco .'-°-76.1 106.8 \ola SIS |IS 1s 159%TEELAND -TEELAND «15 55.7 9968 AASCN SUB Y¥a a 1.020 :S 36 =47 ola 48.7 =11.9 = Neto}- ln " DOUGLAS o]o 9,c00fa145 a35slo.0.0 0.9 Zz 105]|-109 112 '*aan ine 1.24-55.8 as 0.979 1.000 J10.7 "S$0.986 -29.5 =22.-i6.8 Naar WNI1HF21C.WINTER LOAD.HEALY GEN=25MW.100MW INTO HEALY.LOOK RATERINTACT.EXIST GH,INF HLS &TEEL,+SUB X SVC.SUB Y @ 25%.Q.9500V 1,032 GOLD HIL 400 ESTER 390 NENANA 380 HEALY 370 CANTWELL 360 SUB Y 36 MUSK TAP 11 cms [ZEHNDER135ait.18.7 -3,7"9-9 H9-3 0.4 1.019 -76.3 CHENA HAMILTON CHENA 216 3,9]]/-7.1 2.1f)1276)2.0 0.6||-4.3 4.30.c||os ©Q.olf "<1.016 SIN ys__||0..0 @Of1.021 776.7 ey "e |fo.0 -79.3 !1.016 106.7 CHEN TAP113 U OF A UNIV AVE x 0.0 5.7/4.0 150 a off}?2.8]2 Ho.0 2) -0.4/1-0.1 U -0.0]0.81 o16 1.019 106.7 76.3 1.016 -76.7 o INTRNATL S/@ 1.019114lo=76.3 -x- DIN ola \ PEGER RD 1.019 a 115 -76.4 fo)a "1%GOLD HIL NJ=2 alo wlo 402 y1 S.SIDE als 1.019 ols 0.0 |(215 ain -76.4 mhest -32.8 |col ni -0.0 ales >.ye.nk $f 1.024 S.FAIRB FT.WAIN 116623 116 205 Npo ,ale "xv 1.017 1.6 1.6j/-1 4 1.4111.3 FORT WwW. ol -75.0 -5.9 ae ae 7,445.8 121 2 he a suB x NIT QIN 1,020 1.021 'miler ola 301 ala ale -76.4 -76.4 18.2 ' wi iy 'mS "5.8 ' 1.017 ale FT.WAIN 74.5 t FT.W TAP \a]42.7 42.6 120 ialssuax_YXY -4-.920 9.2 a|213001.cb00 -75.0 Ss 27.8 wks win alm ole re "7.4 1.023 a ola gic ols -76.4 BADGR TP-I2 t 122 «(1.016 1.020 aye Jewl 68.8 CG)-75.2 =I7 De insAid ala BROCK TP '@®1251 -=--=-= oa =|1.912 2/2 0.900we-85.2 alo Oo.HWY PARK C| '207 t[ -1 NYObeheele1.020 olesxisAle\eye "eld N.POLE als TT21(|ft "lnee=|"N.POLE $e =I! 73 at 209 1.020 Ss 78.2yeoN14.8 ied 0.0HEALYSVC1.029 :8 (1)a 368 :=91.2 0.4 0.0 slS 1.022 es sloalt-54.0 ola olw o>0.90-ne GN re 0.0 2eT''. ol"oa too -©)1.019 1,000 - 75.6 106.3 ols SI™1 015altTIT-23.0TEELAND TEELAND 13068o|*|?1.020 -55,7_I¢DAWSON ala als 42.1 4.7 mich,i PY - jo N "DOUGLAS eto 9,000H=245 23ofo0.0 1.1 by 1osil-109 111 H &manos |ipans 5.9//-55.8-Og 0.996 1.000 J10.6 "<0.986 -29,22.6 -16.7 -|MiON, WN1HF21D.WINTER INTACT.EXIST GH, FEB 07 1994 LOAD.HEALY GEN=25MW. INF HLS &TEEL, 09:45 1OOMW INTO HEALY. +SUB X SVC.SUB Y @ 50%.Q.9500V 1.050ov KV:£69 ,£138 ,£230 110 ZEHNDERGMS 135 csyalle.>-a7ff 29° 70-9103 -0.4 1.019 46.6 CHENA HAMILTONCHENA{|216 3.9||-7.1 riff 1179.0/)233 Q.6-4.3 4.3[-11.2©)0.C||.¢-5.8 Ceie 1.016 "IS 12-2 J)9.SY 1.92)77.0 ole <|]9.9 1.018 79.7 1 1.016 -77.0 -i07.0 CHEN TAP {113 U_OF A UNIV AVE loo 5-5.7/14.0 50 f__o.of*3?2.8 2 [0.0 2)-0.41/-0.1 y -0.0Y 0.81016 1.019 107.0 -76.6 1.016 -77.0 Qo INTRNATL 3/2 1.019114jo-76.7-_-> DIN ola 4 PEGER RD 1,019 "115 76.7 1.020 a bad i GOLD HIL Nic-76.5 =12 le,402 sy S.SIDE |S 1.019O|N 0.0 {(21 ain -76.8nla-32.8 |ole7!-0.9 S alen $e 728-8 a" S.FAIRB FT,WAINU1.024 ::ale 130844 116 205 GOLD KIL ls EY 1.017 1.6 =i.6)[-1.4 1.4}21.3 FORT W.400 Gal all -75.3 -5.9 Sarr 7.4|/5.8 12 a ats suBxX "It In 1,020 1,022 {ales ole 301 a Sle -76.7 -76.8 15.2 'nia tit q'ot bast -5.8 1 ESTER 1.017 alo PT,WAIN 390 -74.9 'FT.W TAP ;1.022a=42.7 42.6 126 1776.9minsuaxYXY 4-d20 3.2 Ale'300 1.0000 -75.3 27.8 wha yy af ale s -7.4)1,023 " o-Sia cfs 76.8 sanGR TP 1.029 \2 '122 -78.9oleoyealaNENANA«|=1.016 1.020 lhe 3]=380 AIT =69.2 @ -75.6 =I alaee,el OL)Alert alm BROCK TP 1.629ao®125 -78.3 Slen = }%1.012 2/2 0.000 ,Sse 785-5 ele.°-HWY PARK SIZ 1.0297207ris238.7 7 ' NOwiealt'ole 1.020 aleHEALY=.a hee ;ales370aWS'rik -61.5 sigh Ue aaolsOfer>.fl wo}4S|ale N.POLE 3¢'9 |1.020 6S -78.64HEALYsvec"F*=1.019 =14.8 <|[o.9 < 368 -$1.5 o.4 0.0 CANTWELL I$§1.016 a]e ofn360Eoa54.4 ole ole .s 0.0 2-=-N N re 0.0Jeo=1.019 1.000'-a -76.0 -i06.7 ols =1,021olfSIF-23.2TEELAND TEELAND 40mebool"1.020 15 -55.7 |e 9968 TAWSONSUBY:: .2 36 7 glk 4774 =10.6 wo - ela -re taal yQQUGLASele9.c0oft=h45 23slo0:0 Hilo x 105//-109 112 T &aad pane -O.1-55.8 J¢ 0.980 1.000 $10.7 "<0.986 -29.5 -22,16.7 N ap WN1LHF21E.WINTER LOAD.HEALY GEN=25MW.1OOMW INTO HEALY.100%_RATE INTACT.EXIST GH,INF HLS &TEEL,+SUB X SVC.SUB Y @ 30%.Q.950UV 1.059ovPORrropeserss|MON,FEB 07 1994 09:54 KV:£69 ,£138 ,4230 MUSK TAP 110 os [ZEHNDER 135 =11.1//8.7 -a.7ff 7° 79-3 19-3 -0.4 1.019 -76.4 CHENA HAMILTONCHENAf)216 11? o.o0ff 223©)O.0]os©--+4 s 1.016 % 0.00 1.021 76-8 379.t CHEN TAP 113 U OPA UNIV AV 5.7/14.0 150 (|o.oft*? aan ean yo -0.0f 1.019 -76.4 o INTRNATL GI2 1.0191141-76.5 7 an ola ' PEGER RD 1.019 4 115 -76.5 1.020 al -j™GOLD HIL N|4-76.3 alo wie 402 iN S.SIDE =(%1,019ofN9.0 (21 N 76.6mes=32.8 |a]-7 '-0.0 wn 2 =28.9 ©7! $1.024 S.FAIRB FT.WAINale13024,iis 205 GOLD HIL 3 VEY 1.017 1.6 -1.6)\-1.4 2.4]{11.3 FORT W. 400 alt 75.1 -=35.9 5.9|[-7.4 7.4||5.8 121 ys at supx SITs 1.020 1.022 ' alm ola 301 ala ale -76.5 -76.5 15.2 ' whet tye ''mle 5.8 1 aa 93 a oe |-74,f FT.W TAP 1.022 [=42.7 -42.6 120 24607 min suz x_VSY -4-.520 5.2 Nye ,300 1.cboo =7501 6S -27.8 aha Pa i)air oj.re 7.4 1.023 "7! eje sta ole 76.6 3apGR TP 2.920 *1 122 77.8 lam oleNENANAwi=:1.016 1,020 4 o]e380wi 68.9 1.)-75.3 a7 Ale a:Cond me Dia ry ba BROCK TP 1.020a"o>125 -tal.1 --, °- q HWY PARK 2|=3.020=-207 Tle 773875 .7 NIcle6' 020 cleHEALY'let :1. 370 alt °'-61.3 N.POLE as 721flWono[ oO 2,wtcoaN.POLE 3 |ila '20 1.020 as -7a.4weatysve"FS =1.024 =14.8 s 0.90 (1) © 368 -91.3 0.4 0.0 CANTWELL)Sian 2.014 Sle ays360=i -54.2 alo ole $9.0 2)=¥}ed 0.0olS1x-©1.019 1.000'-2 -75.8 -106.4 *O}@ olw ate 1,018°o J 23-2TEELAND JEELAND 130 i L .DAWSON SUB Y ais ol 1.020 55.7 _Js 36 =o olen 44.-7.8 mir ales - "Is 2BOUGLASele0.c00f=145 233ols0:0 1.0 a 105/}-109 wi H & anna as -2.9-55.8 J¢ 0.983 1.000 10.7 "<<0.986 -29.5 -22.6 16.7 Nan WNIHF21F.WINTER LOAD.HEALY GEN=25MW.100MW INTO HEALY.100%_RATEA--INTACT.EXIST GH,INF HLS &TEEL,+SUB X SVC.SUB Y @ 40%.Q.950UV L050 OV acazorestes.|MON,FEB 07 1994 10:02 KV:£69 ,€138 ,6€230 MUSK TAP 110 ( ZEHNDER | GMS 135 cafe.-g.7f 290 | "310-3 -0.4 1.019 -33.7 CHENA CHENA (|216 3.9]-7.1 ©0.0 9.6||-4.3 O.0||.¢ ©s 1,016 "YN as 9.9 7)0-90 1,021 94.2 a9 re [0.0 -96.8 1.016 124.1 CHEN TAP U OF A UNIV AVE <0.0 -5.71]4.0 sof o.oft??2.8 "S 0.9 @ -0.4|/-0.1 0.0 3.8ll1 016 1.019 -i24.1 =93.7 1.016 94.1 o INTRNATL ./2 1.019114\|o -93.8 -_-- QIN ola ' PEGER RD 1.019 115 -93.a 1.020 alm ™/"GOLD HIL Ne-93.7 alo PLO 402 i i S$.SIDE ai 1.019 os 2.9 {(|"a =33.9m[a -32.8 |of 7!=0.9 S)ala >.-28.9 Ty! 3 S.FAIRB FT.WAINb1.024 116123.8neo 6 -1.641-14 1.4//11.3GOLDHIL|S YY 1.017 Le i.Le 1.:FORT W. 400 aly 92.5 © =5.9 payer'7.4i[5.8 121 IS aT suB x NYT GIS 1.020 1,021 'ales ola 301 ala ales -93.8 -93.9 15.2 'wld the ' i i Eo -5.8 1 ao 25983 ar oe !32.'FT.W TAP 1.022 a 42.7 -42.6 120 i.9405 min sup x_YRV¥2.229 3.2 NT i 300 1.cb00 =92.5 x 27.8 als win aja ole ne -7.4 1.023 "|! ojo Sa Of -93.9 3ancR TP 1.020tv]1 122 -95.1 ' owNENANAela1.016 1.020 ye ofo380whe-86.3 1 -92.7 =v Neayld Dia ola BROCK TP 2.220a|"125 23554 clo =-0.000 slo 0,000ole0.0 elo 9.0 HWY PARK SIS 1.575 T 1 207 tie =35.3 wile ''oo At doe i]1 oho a als390altake1386N.POLE a bi21flBioe!wfo ojo 2.wl fs ola N,POLE 3+thw 1 20 1.020aS-95.7 ueatysve 4 14.8 <0.0wn368 _ 0.4 0.0 CANTWELL GIS 1.011 aN3604-69.7 oln 4 0.0 (2)=in re 0.0alsolke1.019 J 1.000 93.1 -123.8 .042 -29.7TEELAND TEELAND £305DAWSON SUB Y al”ola 1.020 36 ato on 60.7 = ai. al tientthin N MmDOUGLASele9.o0of=173 2elo0.0 4.5 x 134]1-137 142 & aye.12.0H-71,2 a¢ 0.964 1,000 ¥16.4 <<0.979 37.5 -28.7 21.2 _ Nan WNLHF21G.WINTER LOAD.1LOOMW INTO HEALY BEFORE LOSS OF HLS.100%_RATEA_-INTACT.EXIST GH,INF HLS &TEEL,+SUB X SVC.SUB Y @ 30%.0.95900V 1,059 OVrrcurcreates|MON,FEB 07 1994 10:53 KV:£69 ,£138 ,6230 MUSK TAP 11 °)-ZEHNDERGMS135ale-3.7f|29°0-91/9-3 =0.4 2.019 -93.3 CHENA HAMILTONCHENA(|216 3,911-7.2 2.2f}12?6)213 2,6|[=4.3 4.3||-11.2 o.¢=5.8 ©o.ch "<1.016 "|X oS 9.2 (J)C.CW 4.921 9-93.67 oIe <|jo.0 1.018 96.4 '1.016 -93.6 -123.7 CHEN TAP1 UOF A UNIV AVE 5S.0.0 @)-5 da.e 250 a.off}?2.af °sHoro 4 aan nae J 0.0]o.8]li o16 1,019 -123.7 93.3 1.016 93.7 Qa INTRNATL </2 4.01911411o-93.4 -- aN ala 1 PEGER RD 1.019 o 115 33.4 1.020 ale mim «GOLD HIL N[--93.2 alo no 402 "9 S.SIDE - \|%4.019ofn0.0 1(21 ale -93.5foneo)-32.8 |alm vt -0.0 (S)len i 728-9 =) S.FAIRB FT,WAIN1.024 ;508alee-i23.4 |iW 205 GOLD HIL is VEY 1.017 2.6 =i.6)j-1.1.42.3 FORT Ww. 400 al al -92.0 o -5.9 ane 7.4)/5.8 12% IS alt supx Stam 1.020 1.021 i Peal Koa]alan 301 QIN Ale "93.4 93.4 15.2 'ped ie ';=]5 5.8 ; ESTER 1,027 als FT.WAIN "91.'FT.W TAP .022-a)=62.7 -42.6 126 1 18376ainsupx.VXY 74-20 $.2 Ne f 300 1.cb00 32.0 aS -27.8 ALA 7 a)Ge ss -7.4 1,023 7! eo ala Off 93.5 gapcR TP 3.220 o v|7 -122 3407SsaleaQy,oNENANAwl1.016 1.020 Is >380 wt 85.8 G)-92.2 7 ale a,=]0 ala als BROCK TP L026vii125 457¢ clo 9.c00 e|]2 9,000 =.ois 0.9 alo 0.0 HWY PARK 2|*2726 T T 207 pie 99.4'' <= wie \'ope ° HEALY a he 2.020 axHEAsls\sie =78.2 sion OE 1 2yeS\2 N.POLE 3 a Wn 7 209 |SAQALywieos-95.3 4 HEALYSVC yr.1,067 =14,8/f "<|[o.0 2 368 "._=i0a.3 0.4 0.0 | CANTWELL S/™1.008 ols i 360 -t -69.2 ole $0.0 (2)\SE ,©SP aepe-1.019 1.000 .--92.7 -123.3 ols =4 O38altTia-29.6TEELAND-TEELAND . ”9 Ano oN SUB ¥ole oe 1,020 =10.6_Jjg ° 36 af ols -57.2 23.5 QymSlaw - ti te QQUGLAS efo 9,cooH=173 2ojo0.0 4.6 z 1331-137 142 t a aaa ian 7.2-71.1 sg 0.970 1.000 Ji6.3 "<0.980 37.4 -28.7 21.2 Nap WN1HF21H.WINTER LOAD.1OOMW INTO HEALY BEFORE LOSS OF HLS.100%_RATEA :INTACT.EXIST GH,INF HLS &TEEL,+SUB X SVC.SUB Y @ 40%.Q.950UV LTEOWE®recuroresies.|MON,FEB 07 1994 10:55 KV:£69 ,€138 .6.1 MUSK TAP 110 ZEHNDERGMS 135 -11 sles -8.7ff 2°° "90-3 =0.4 1.019 76.4 CHENA HAMILTONCHENA(|216 3.9-7.1 2,1f)24?©9.0 213 0.64-4.3 4.3}[-11.2 0.0 -5.8 ©9.2)°<1.016 "YS 5S 9.0 (7)9.0 1.92,776-8 IV "<f0.0 1.018 79.5 '1.016 -76.7 106.8 CHEN TAB U OF A UNIV AVE S$0.0sales150fooof2?2.8 -*sfo-9 -0.4|[-0.1 YO -0.0f 0.8]l1.016 1,019 106.8 76.4 1.016 -76.8 Oo INTRNATL |S 1.019114i-76.5---_-SS= DIN ola ' PEGER RD 1.019 _ 115 -76.5 1.020 alm mie GOLD HIL ad baad-76.3 12 wie 402 vas S.SIDE |%1.019an9.9 |(215 eiGy -76.6 ol -32.8 |oy i '120.0 ales2.28-9 ©7! co S.FAIRB FT.WAIN1.024 -106.5 |116 205 NTO 4GOLDHILISVEY1.017 1.6 aL.6-124 1.4j/41.3 FORT W.400 alt 75.1 @ -5.9 ae a 7.4|/5.8 121 as a a supx NT AIS 1.620 1,021 1 ain ola 301 NIN lm -76.5 -76.5 18.2 ' wi io !=|5 -5.8 \ ESTER 1.017 alo PT.WAIN 1 390 -74.7 'FT.W TAP |2.022 "=42.7 -42.6 120 t =76.7 HA sup x."XY "4.420 5.2 == f 309.1.Ccbo0o -75.1 aS 27.8 larsCn)Co ns 7.4)1.023 on 7 Sis oS 76.6 sancR TP .020 ]%'122 -77.8 -Flo -t NENANA oes bm)1.016 1,020 "fs sje380wet 68.9 Q)-75.3 =y "|Ais Alm BROCK TP 1.020 f @ 125 -7a.1 oO |%1.912 2/2 9.000 =Siz,85.3 ole,o-HWY PARK I=1.620'Tie 7875 wie "s 4 o}wo oe aesHEALY'let :a 1.ale 370 mT 9 'ott +8175 Sion oe ee ol 21 (|17sl"22 34 iolsalaN.POLE 3 \]a ype 20 |1.020 4 a>78.4 ueatysve "FS 1.024 =14.8 "Ss [10.0 (A)m 368 : 91.3 0.4 0.0 CANTWELL)clay 1.014 hort bait ba360ad-54.2 olo ofa aS.0.0 2)=2s 7 lf "<|fo.0 ayo -©)1.019 1.000 -am Je -75.8 106.4 ols Sls 0.999al?SIG -22.8"owe meee wewoWwsuBYminol.1.020 -55.8 Js DAWSON 36 alo ols 44,7 13.5 a)Boealt a3 -ijn -T «2 xDOUGLASole1,021 f=145 24AT723.1 1.0 x 105}1-109 111 &anne aes -2.911-55.7.Ig 0.983 1.000 J-10.6 0.986 -29.5 22.6 i6.7 Nap WNIHF21I.WINTER LOAD.HEALY GEN=25MW.100MW INTO HEALY.10Q%_RATEA --INTACT.EXIST GH,HLS &TEEL +TEEL CAP,SUB X &SUB Y SVC.0.950UV 1,059 OVrecnnocosies.|MON,FEB 07 1994 11:12 KV:«69 ,£13 »£230 MON,FEB 07 1994 CASE I COMPENSATION.TEELAND CAP OFF. 14:27 110 cms |ZEHNDER135-11.1//8.7 8.7 -0 ae-3 -0.4 1.019 76.4 CHENACHENA(|216 3.9]|-7.1Soo.cf 233 0.64.3 0.0]o¢ ©0.0]"<1.016 IN as__|lo.9 @9.9)1,921 76.8 ciw nS |O.0 -79.4 '1.016 -106.8 CHEN TAP U OFA UNIV AVE <¢2.9 6)=s ile.150 (o.of]*?2.8 ns 0.9 2 =0.4}]-0.3 yo -0.0 0.8/1 .9016 1.019 106.8 76.4 1.016 -76.8 o INTRNATL 2/2 1.019114ilo-76.5 SSS DIN ola , PEGER RD 1.019 n 115 -76.5 1.020 al%ya GOLD HIL Nt «-76.3 =e 212,492 ity $S.stpe =|S 1.019o| ¢.0 |(215 a0 -76.5 ela -32.8 |so (r vy!-0.0 S)ala $e 728-9 i! S.FAIRB FT,WAIN1,024.|116 205 Ne GOLD HIL Als VEY 1.017 1.6 =1.6)}-1.4 1,421.3 FORT W. 400 att -75.1 =5.9 safr7-8 7.4/5.8 121 2 be ct bans SUBXK NIT AIT 1.020 1.021 I ale olan 301 AN Im --76.5 -76.5 15.2 'wes ya -5.8 i A =a .qPs.WAoearea20 oatwateFT.W TAP 1.0alo42.7 -42.6 120 L767 aN sup x.YXY 3.20 5.2 w= 1 300 1.Ccb00 =75 01 aS -27.8 aenSaes 7-4)1,023 7 Sin OS 76.6 BapGR TP 1.020.o 1 122 -77.8etBtcolealoNENANAw|2 1.016 1.020 fed 1 380 alt 68.9 1 -75.3 =|!Ale =."| ra fa BROCK TP 1.020ahi@125-78l1 a _w|%1.022 cl2 9,000ule785.3 slo oO.HWY PARK ©) 1.220T207tie-78.5 Ad 'NO np alt \oy 020 aleHEALYHos;;i.N 370 alt TIP 'ie -61.3 Ne POLE =aaninOléo]o ar (editIolaN.POLE 59ettye20 1.020 at AS -7a.4 HEALYSVC Mm 1,024 -14.8f-<8 __()© 368 91.3 0.4 0.0 CANTWELL Sila 1.014 ele ofr 360 1 54.2 elo ola 4 0.0 ?apo 7 7 nk 0.0ajo-©1.019 1.000'-@ -75.8 106.4 1 Oo]. eae tatTEELANDome TEELAND £49i)15 -55.7 ig 9968 SAWSON SUB Y pat od ad 1.020 2 36 alo ols 44.7 7.8 -- mw ==sD baDOUGLASele1,o01f=145 suele722.8 1.0 sg 105|[-109 111 S on pan -2.91-55.8_I< 0.983 1.000 $10.7 .986 -29.5 22.6 16.7 Nanr WN1HF21J.WINTER LOAD.HEALY GEN=25MW.100MW INTO HEALY.10Q%_RATEA '0.950 UV 1,059 OV |SrssSs)StrKV:£69 ,€138 ,4230 | ras.MON, CASE I COMPENSATION. FEB 07 1994 SUB Y SVC OFF.Q0.950UV 1.050OVSS_.OOKV:«69 ,€138 ,4230 :ZEHNDER 13 -a_7ff 200 =0.4 CHENA HAMILTON NA (276 3.9||-7.1 riff tt? So 0.9 0.6||-4.3 4. 0.0 ©0.9 1.016 SYS »(1)0.0 1 779.5 ois < 2 '1.016 * =109.5 TAP UNIV AVE S 0.02.oftt2 2.8 *3 0.0 @)-0.0]0.8111 016 19 -109.5 1 1.016 79.5 oS INTRNATL 114 7 co] o PEGER RD 115Cool 1.020 ale mle "lo -79.0 ca malt vy S,SIDE -|%1.019syn{(215 x -79.3 [od Koel |aol] mle .i).Wel noa)2.2 _S)1d .ij S.FAIRB FT.WAIN 116 NO GOLD HIL Jt =i.6]i-1.4 1.4)11.3 FORT W.460 att 3.9 5 yr 7.4 121 an ha as suB xX Sit gis 1.0290 1.021 \ales ola 301 Na fen =79.2 -79.2 15.2 !wid dt ''ol -5.8 \le FT.WAINESTER1.017 ao 206 ' 390 -77.4 'FT.W TAP ;1.022pe.-42.6 120 nm -79.4 aN sup x VY 4-20 5.2 "2i3001.0600 a)3S -27.8 Als oe id bo ss 7.4)1,023 "| oo gin o 79.3 3aDGR TP 2.0290 l*1 122 -39.5 NENANA wl 1.016 1.020 a oo380att"71.6 -78.0 col bo ale-----toed cond IN als BROCK TP 1.920 1 @ 125 -89.8 o -i=0.000 *ale 0.0 HWY PARK O|™2.920-T 207 Tle =atl2 --r Npwiwn 1 ol .. HEALY 'tet wl ys 20 ale 370 mit ate 'ol?.0 POLE =eeiam =ole POLE [sis fon)hal orm > ™v |1.020 4 81.1 HEALYSVC ay =14.8 rs o-8__)bod 368 a 0.4 0.0 CANTWELL IS 0.986 ojo360=|-56.5 alo as 0.0 2)=el ied 0.0°o 7 -©).019 1.000 78.5 -109.1 sow=|s ole 918 ”TEELANO oi TEELAND 130 '1 996 sua Y =é °°-56.1 ig DAWSON 36 -t fod 74.6 fae][eelae =i]a eyDOUGLASoloo21fr14sSe(lt -23.3][0.8 = 106|1-109 112 =3 yee 14.9]/-56.0 I< 0.964 1.000 y710.3 0.986 -29 -22.7 16.8 Nap WN1HF21K.WINTER LOAD.HEALY GEN=25MW.100MW INTO HEALY.100%_RATEA MUSK TAP11 ZEHNDERGMS 135 sale;-a.7]]70°"3119-3 -0.4 1.019 46.5 CHENA HAMILTONcHeNnaff216117 @©-340.0||.< ©o.c})"<1.016 % 0.00 1.921 -76.9 = -79.5 f CHEN TAP 113 UOF A UNIV AV 5.7114.0 150 o.of|t}2 -0 ye3 yo -0.0 1.019 -76.4 Q INTRNATL |S 1.019 114 TIo =76, -- wmlLN ala i] PEGER RD 1.019 a 115 -76.5 1.020 al?™/"GOLD HIL Nts-76.4 alo nlo 402 iN S.SIDE -=|%1.019ols0.0 |(21 i)-76.6ma-32.8 |ole vy -0.0 Alea 2.28.9 7! V1 .024 S.FAIRB FT.WAINoleties116205 GOLD HIL Jl x 1.017 226 -1.6}{=1.4 1.421 .3 FORT W.400 mt -75. © =5.9 marr'7.45.8 122 a ayy suBxX ND als 2,629 1.021 f ain on 301 NIN Alo --76.5 -76.6 25.2 'wie tye ';a 5.8 ' ESTER 1,017 ajo Fr.WAIN 39 -74 ':FT.W TAPar42.7 -42.6 120 i as sup x.VXY -3.429 3.2 =A 300 1.0000 -75.2 nS -27.8 ay rs a)ns 7.49 1,023 a ole g{a ole -76.6 BADGR TP a 1 122 T Talo -NENANA <I=1.016 1.020 td eye380alt-69.0 @ -75.4 ool Or aleEEEion)anima)Tae) ala BROCK TP 1 @ 1251 SSS-_-_- Qo 2 2.012 2/2 9.000 =Al <r -85.3 olo 0.0 Hy PARK ©| - rie wr 'Nowiewowot olan alaHEAuP:he 2.2S30"alt v9 'sh 25573 N.POLE a pital ny or i olTSlotN.POLE 3 |t]ea eS 1.020 t 6S 78.4 HEALYSVC '0.c0s =14.8 0.90 368 -te 0.0 0.4 0.0 CANTWELL Sle 1.013 e]o ofo360att 54.colo ofo £4 0.0=ve 0.0 2 ol%als --©1.019 1.000'Olan a [lo -75.8 106.5 r ofS elt ole 0,999 .oO Li.-22.8PEELAND TEELAND £30 °:9968 5SUB¥ale a]1.020 -55.8 Js AWSON 36 alo sl3 44.7 13.5 fe)bdole 1 wo 2DOUGLASels1,021][-145 23ht,723-2 1.0 Zz 105/}-109 Li &ares eae -2.9{-55.7_I¢ 0.983 1.0090 Y-10.6 0.986 -29.5 -22.6 -16.7 Nay WNIHF21L.WINTER LOAD.HEALY GEN=25MW..SOMW INTO HEALY.100%_RATEA -CASE I COMPENSATION.HEALY SVC OFF.Q.950UV 1.050 OV Teces MON,FEB 07 1994 14:31 KV:69 ,€138 ,€230 MUSK TAP 110 |TECHUOLOSIESG.|1c @ ICASE I COMPENSATION.SUB X SVC OFF. MON,FEB 07 1994 14:32 0.9500V 1.059ov KV:<69 ,€138 ,6232 ems [ZEHNDER 135 -i1.6ll9.2 -9,24 7°° "tops o -4.1 1.019 -36.5 CHENA HAMILTON SHENA 216 3.8-6.6 6.6]1}? ©0.0 1.8{/-1.8 1.8 0.0||o¢ ©O.0})"<1.012 % 0.0}3.017 -76.9 = -79,' CHEN TAP [1 U_OF A UNIV AV -6.0l|4.3 150q__-o.off}?dee Jo -0.0] 1.019 -76.5 mio INTRNATL Jif 1.017114ris76.6 -S-------_ male ala PEGER RD 1.016 -115 -76.6 1.020 ot et Slt GOLD HIL ays 76.mle vols 402 ol ae S.SIDE oe ed 1,015ape2.0 |(215 =-76.6mle33.4 |apn TH!-0.0 ala>,17.7 S)7!3st T 1034 S.FAIRB FT.WAINale130229116205 GOLD HIL lt "XY 1.011 1.9 =2 9-21 1ij}i10.a FORT Ww. 400 {7 75.2 -=4.2 eayrs-s 5-6|/3.3 122 a >SUBX M4 Alt 1,016 1.017 1 ale Pm aed 301 ad eed Ct -76,-76.6 15.4 vwhette\t ele -5.2 t ESTER 1.022 olen ag VAIN t 390 -74.7 !FT.W TAP '2017 =e 41.9 41.9 120 A 76.7 one sup x.VEY 4.12 9.0 z|Nq|7 300 1.Ccbo0o -75.2 Ss 27.3 whan nfo =]N ojo ns 3.8)1,018 7 aim gs ele 76.6 BADGR TP L.o14 °1 122 9.32a.rvs)fy ees? NENANA w/2 1.012 1.012 1%-|=380 ws -69.0 Q)-75.4 =7 NhenDCoediCoalbod a|™BROCK TP 3.023 t @ 125 -'8.21= oOmS bass 1.012 219 =9.000weet,785-3 elo,9-9 HWY PARK SI™1.534207The7316' mln Slee 'afin tant HEALY a ols 5 1,020 als370alTMe'3lt -61.3 N.POLE al.{4210"Ja =ol N.POLE =" rs oT 26 5913Ss 78, 4 -HEALysve "¥*1.038 =14.6 <-8__(])©368 -91.3 0.7 0.0 CANTWELL cist 1.014 oje ojm360ft54.2 ol oln aS 0.0 (2)ho 7 1 re 0.0als-(SAe 1.012 0.992 | -a lo -75.8 106.5 \ola Ze 0,999 |sit Th -22-8TEELAND TEELAND oat ©968 LA@SCONSUBYpalbeole1.020 -55.8 J¢ 36 alo olm 44.7 13.5 fae]bd = bol Py =1m Tae)2 z3s0Sels1,021 f=145 24at,723-1 1.0 & 105||-109 111 &"a4 ofa3.48 -2.9|[-55.7 0.983 1.000 J-10-6 0.986 -29.5 -22.6 16.7 WNI1HF21M.WINTER LOAD.HEALY GEN=25MW.100MW INTO HEALY.1LO0Q%_RATEA MUSK TAP 110 Trcupecesrss MON > {____HICASE I COMPENSATION.GOLD HILL TRANS OUT. FEB 07 1994 14:33 ZEHNDERGMS 13 aatess -9.aff 29°-O0.1 -0.0 1.014 -37.6 CHENA HAMILTON SHENA 1.2{|-12.7 12,8f)1+?0.0 O.1i/-4.2 4.2||-16.9©)0.0||o¢=5.7©ss .014 @)2 »s_-_||o.0 (I)0.0 1,018 7.6 mig "Ss [79-0 1.016 -80.2 '1.014 -77.5 107.6 CHEN TAP U OF A UNIV AVE <0 3.0l|-4.7 130IL-0.off!??2.el/0 @)3.3|/-0.8 _-o.0y 0.8l1 014 1.014 -107.6 "77.5 1.014 -77.6 INTRNATL I"1.015 114 «lo 77.4=------_-_-_, Ain nla ye PEGER RD 1.017 115 -77.3 1.014 Is GOLD HIL sod baa 77.5 Nic 402 ely S.SIDE |?1,0170.0 (1 215 nN -77.30.0 |alo 0.90 olsBe--0.0 S)7! S.FAIRB FT.WAIN9.900 1i 205apo° ° GOLD HIL Yh 1.017 =2.3 2.3}-5.5.2117 .0 FORT W.400 ml -75.0 «|wo 6.1 eo 7.5/5.7 121 >a SUBX SIT al™1.018 1.020 'ale Ol ala aie 77.2 -77.2 14.1 'wie 1tiTfos) 5.7 1 ESTER bel bn FT.WAIN F 390 !FT.W TAP 'a 52.2 -52.,2 120 1ralbasupx.VEY -4..920 4.6 ae1300.1.cboo 75,3 2S 36.3 ols cS)Co os -7.6)1,022 7" wlio 08]fas}so heal "77.2 BADGR TP a?t '122 NENANA <a 1,029 a ayn -wit380a@5.6 ca be ols whet BROCK TP '125 ---- 12 e]2 0,000+3 slo 0.0 HWY PARK oY . |tie -79 an ape he HEALY le lg 1.020 als 370 Pid 'iki -61.3 N.POLE al."TT2104nitol- Q1o re moofe.G ho oles >|{ea tts 1.020 As -78.8neatysve"1,024 _8 "S {10.0 ©368 91.3 5 0.0 CANTWELL cian ais Sin360-718 els oS 0.0 >=e }'S 0.0 @)mle =0.999 -a re)106.7 a=] ol ol?alt oINrea we wWsuaYpalbetos1.020 =55.8 Js DAWSON 36 alo sls 44.7 13.5 oa)Roe = alm rN =,Pr DOUGLAS Je s osso1433ssli.T.0 Ee 105/l-109 112 =&"4 e0l23-8 -2.9/1-55.7 I} 0.983 1.000 J 20.6 0.986 -29.5 -22.6 "16.7 Nap WNIHF21N.WINTER LOAD.HEALY GEN=25MW.1lOOMW INTO HEALY.100%_RATEA KV:£69 ,€1 MUSK TAP 11 3 cms [ZEHNDER135 17,11|/14.7 -14.6 "342-8 -2.8 1.029 =37.2 CHENA HAMILTONCHENA{|226 1,211.5 -1,5{)127©0.0 213 O.7|[-2.0 2.0][-2.7 0.0 o¢=3.5 ©ss 1.012 77 as |10.0 @0.0 1.017 -77.8 aly <0.0 1.012 80.4 '1.012 -77.8 -107.8 CHEN TAP U OF A UNIV AVE .s_flo.ocoals159__oof}?2.8 2 lfo-o <2)=2.5\{2.1 yo --0.0Y 9.811.012 1.019 107.8 77,2 1.012 77.8 mais INTRNATL -|.3 1.017 114 TIT -77.3 ---S---_. N =o PEGER RD 1.016 - 115 77.4 1.020 ni=-/"GOLD HIL x|e77.1 baad Lad TY 2 "19 S$.SIDE =3i%1,015=|0.9 {(215 iw]-77.5woh-33.1 |alev1!-0.0 wien$6 723-9 Hu S.FAIRB FT.WAINBb1.028 i Bale13028,116 205 GOLD HIL lt VEY 1.017 16.5 716.4)/13.5 =13.5)|12.7 FORT W. 400 alt 75.2 =I.1.ilj-2.7 2.7/3.4 121@]e fa 'IE She 1.016 1.015 ihardyeSUBXloal"..ales ala 301 TIS les =77.4 -77.6 10.8 'ala t}a '1 wl -6.1 1Ve .NESTER1.017 alt Br,war '390 74.7 !FT.W TAP ;1.014apa19.1 =19.1 126 UL 777,9 nly sup x."Xv "he o20 0.8 alo '300 1.Ccd00 -75.0 §--- __o ee ls vin NS Oly 1.014Noalaola-77.8 -Bapcr TP 1,014 "yO "122 -78.7NENANAS41.016 1.020 a bee /s 380 AIT =89.0 @ 75.1 Al?alyent1 pst be BROCK TP 1.915aie©125 -79.C Sl 1.022 c]2 9.000als 85.3 solo 0:0 HWY PARK i”"9017=rain' 79.3 7 ! NINalsy=ae 1.020 aleHEALYlaaleMFey :ats370altayine'3 61.3 gion f alaS|"Sle N.POLE i+=" thea ttt 209 |1.017 s =79.1ueaLysve"FS =1,024 19.4 <}j0.0 - 368 91.3 -0.3 0.0 CANTWELL sie 1.014 eee360SIT54.2 cle ola as __|}0.0 5 a -1.018 0.998'6s)a |r --75.7 -106.6 C=).Sit SIS 95298TEELANDtn TEELAND £40 o 15 -55.8 IK 9968 DAWSONsuBYolsCha1.020 ' 36 ajo ols 44.7 13.5 =-foe?bdSle =itn ao =DOUGLAS olo 1.021fr145 ay35ofS-23 197.0 zz=&105}|-109 111 ©iaarae wane 2.911-55.6 0.983 1,000 J-10.6 0,996 -29.5 22.6 -16.7 Nap WN1HF210.WINTER LOAD.HEALY GEN=25MW.1OOMW INTO HEALY.100%_RATEA CASE I COMPENSATION.FT.WAINWRIGHT TRANS OUT.Q.9590V 1.959 OVPOWERrecaneroeres.|MON,FEB 07 1994 14:34 KV:869 ,€138 ,4230 MUSK TAP 110 ZEHNDERGMS 135 -23.2|[10.8 -10.7f)2°° rh alo-8 0.9 1.019 -77.0 CHENA CHENA ff 216 8.61/-9.8o.off 743 0.5|[-3.8©)O.off .¢©--4 ns 1.015 |"»s__{o.0 @0-0 1.0290 «60 -77.6 wl "S 70.0 80.2 1.015 -107.5 CHEN TAP UOF A UNIV AVE s flo.tole 5 150-0.off+?2 2.8 "2 [0.0 <2)-O.71/0.2 y -o.0lf 0.8ll1 015 1.019 -107.5 =T7.1 1.015 -77.5 vei TaalINTRNATLgig 1.018 114 TIP 77.2 --s me wo 1 PEGER RD 1.017 115 -77.3NN 1.020 ed ba ol GOLD HIL oa-76.9 tle =lo 402 Nl S.SIDE ale 1.017 ]e 0.0 |('2i ola =7774ala-32.9 |=| v|!=0.0 ales>27.7 ©TI! VF 1.025 S.FAIRB FT.WAIN -107.1 |116 205 NTO +GOLD HIL .¢l_t VEY 1,017 -8.8 2.si|-11.8 12.81114.0 FORT W. 400 mt -75.3 alo =5.6 5 rr 7.15.3 12 a he as SUB X qQj@ Jj 1.018 1.020 \ Alm win 301 i Gal -77.4 77.3 13.7 'wid ie 't 1 -5.5 i ESTER 1,017 H Bag WAIN '390 -74.8 'FT.W TAP i 1,022 =a I 55.8 -55.8 120 L 777.3 mln suns x XY 4-20 3.3 mpian300i-75.2 3S 39.4 ahs9(ae rns =os -6.8Y 1,022 7 elo get ols 77.2 BADGR TP 1.020al?i 122 -78, i ian ir)=eNENANA<i -1.016 1.020 A hed i380wt-69.1 1 75.4 oles olwCon!i |Cond nl Niet aja BROCK TP 1.020 f D 125 -78.6 foo] ([%21.012 o]2 9.000 oals85.4 slo _-0.0 HWY PARK g/"l 1.021 H 207 tf 78.9 ad 1 fol heollt\clr 020 alesHEALYHex;"hs 1. HEA rs alo \zl"=81.3 N.POLE w/e TIT21fal?c=ie 25 N.POLE $F ae "2 ai zs |1.020oS-78.8 weatysve "FS 1024 =16.2 "2 0 _7).368 91.4 0.6 0.0 CANTWELL six 1.014 ee ofa360tt-54.2 slo ofa 0.0 2)aye ny H ve 0.0 od -©1.019 1.000 -_-an w =i75.9 106.6 2 ol 2elesls 0.999=]Lp1.-22.8TEELAND TEELAND 1308wiSUB¥an of:1.020 -55.9 Js DAWSON 36 alo ola 44.8 13.5 - mp of s+aAIn _- rhea "Ts 3DOUGLASols1,0214=248 Seelt-23.241.0 x 195/1-109 112 &anna pans -2.91-55.7 Ie 0.983 1.000 ¥-10.6 0.986 -29.5 -22.6 -16.8 Nap WNI1HF21P.WINTER LOAD.HEALY GEN=25MW.1LOOMW INTO HEALY.100%_RATEA--CASE I COMPENSATION.SUB X TRANS OUT.Q.9500V 1,050 ovRagMON,FEB 07 1994 15:31 KV:£69 ,£138 ,€230 MUSK TAP cms |110 ZEHNDER 135 -14.8/|12.5 =12,4{)7°° a nae 0.6 1.019 -104.0 CHENA HAMILTONCHENA{|216 s.ill-4.6 4.e6f|t+?So:o.off 233 0.515.2 5.2i|-8.8 0.0 o¢ 6.7 ©Q.07 "<1.016 2%p§-0.9 (1)0.cf 1.020 -104.6 sin eq 0.5 1.017 107.2 '1.016 i04.5 134.5 CHEN TAP 113 :yUOFAUNIV AVE <flo.ocnca1504 o off}?2.al[2 _lf0.0 @)aa eae yo -0.0Y 2.8ll4 016 1.019 134.5 =ic4.0 1.016 104.5 wo INTRNATL ./2 1.019114tls-104.2 --------- EN pat 1 PEGER RD 1.019 415 =164.3aiawl?=o1.020 oe 1»«GOLD HIL [ot-103.9 aA?a{F___402 a _sire gt 1.018oy2.0 1(z15 min 104.4=|o -33.1 |Sy <"0.0 clea $4 723-8 as S.FAIRB FT,WAINUV1.029 $s.:aden "i341 ut 205 GOLD HIL ,{]3 YXY 1.008 =3.3)}0.4 -9.3//8.8 FORT W.400 aft 102.1 .-|a nee 7.9/16.6 122ypesyastaxo/t ol2 1.021 !Tle ole spe Tle males 104.4 15.7 !tin wos Fy 6,0 '1 Np .1IePT,WAINESTER1.003 <I?206 '390 a 101.0 !FT.W TAP ;1.022=e 38.5 -28.5 120 L -104.5abi:712 sup x."XY 4-029 4.0 eoico.1.cb00 "12372 x? 24.1 als nf \a7 s -8.5 1.022 "|! z12 'of 7104.4 sancr TP 1,01 ”he '122 108.7oleni)1 me a NENANA SIS 0.972 1 1.020 A :380 yo 87.0 i Q@ -103.4 =I>iiSemadwoo'a bedbral j BROCK TP 1.019@)'125 =156.0 |i] i] o ' ad tas 1.012 e|°0.000 !2nls 92.7 ole 3.i YWY PARK OI.t 920,f] wlk . 7 \t Ne |H alsHEALYpatbaadPat'menee)my370aeFsbs'}768.7 Sion we -a ' ={7 42 in mate 209 |1.019aS-106.3 HEALYSVC yy =14.3 3 8]).368 S 0.2 0.0 CANTWELL TI.1.006 ale as360a 60.7 colo oj 4 0.0 p)mpo re 0.0ts-©1.019 0.999'™|lw -103.8 -134.4 2 | oly tS 1.0073lt-25.5TEELAND TEELAND $40:-62.3 |e 9968 DAWSONSUBYinfinroA1.020 ss 36 a}o siz 50.1 7.3 WIM We = i]@oDOUGLASols 3.021 2182 ag35elt-35-82.5 RE 117-121 125 &"sanz i.0f[-62.2 Je 0.978 1.000 §-8.3 0.984 32.9 25.2 -18. Naar WN1HF21Q.WINTER LOAD.HEALY GEN=25MW.100MW INTO HEALY.10Q%_RATEA ||---|CASE I COMPENSATION.HEALY-SUB X LINE OUT.Q.250.0M 1.039 ov eso MON,FEB 07 1994 15:31 KV:£69 ,€138 ,€230 ESTER 390 NENANA 380 HEALY 370 SUB Y¥ 36 MUSK TAP 110 1.019 76.4 0.3©d.0 2.0©C.c CHEN TAP 113 UOF A =5.4{[3.7 1s-0 'yes1.026 -76.4 GOLD HIL 400 CANTWELL 360 Ninn] rownnTECHBOLORIES,|Isc INTRNATL wig 1.019ijt-76.5SSS---SS--_=a DIN ola ! PEGER RD 1.919 o 115 -76.5 3|2 bat iat GOLD HIL A heedahemnto402iN S.SIDE alsar0.0 |(ale wla -33.2 |ol 7!-0.0 alesPa=21.9 S)TI! >1.030 Ss.FT.WAIN ale 230805 116 205 ale YY 1.007 1.3 =1.5I[-1.5 11.4 alt -75.1 -5.9 na 5.7 ar H suB xX SIT AIS 1.029 1.021 alo 1 301 QIN ales -76.5 -76.15.2win ''al taal 5.8 'aloi= 'i) <yN '42.9 -42.9 ale \sua x.VEY "4.520 $.3 1 i aco sooo -75.1 '\air cj 1.023,.'ala ole -76.6(win1\' <|peeew eee eed 1.020 ale a @ -75.3 =|7 oO rs wm I 1.012 e|2 9.000 85.3 als 9.0 i wl 'opr aly f at?16978 Ne POLE oy om ole ..Poel vcd Oolmijttye At +3 HEALYSVC m" 1.932 os 368 91.3wo ale sn alc 'lan)a ole oN at fe)7 |?re al* cin "4 - TEELAND TEELAND 15 99682{n 1.020 alo 44.7 foe)buol™ aNLmtael DOUGLAS "14535io 105}1/-109 ii aaa beans "2.9 0.983 1.000 -986 -29.5 22.6 16.7 WN1HF21R.WINTER LOAD.HEALY GEN=25MW.100MW INTO HEALY.100%_RATEA CASE I COMPENSATION.GOLD HILL SUB X LINE OUT.2950 UVFEB07199415:32 KV:£69 zpaF--e---eoeen-5.li.-7.-12. MUSK TAP 110 ZEHNDERGMS 135 -22,i/[3.7 -3.7ff 29° 310-3 0.4 1.019 -93.3 CHENA SHENA 216 3.9][-7.16>0.6 2.6-4.3 O.cl os ©O.ct "<1.016 "|%pS -110..0 1)0.09 4,921 93.7 aly re 0.0 96.3 '1.016 °-123.7 CHEN TAP U OFA UNIV AVE s 0.0=5 le 150 9.off}?2.8 me 0.0 @) 0.4}-0.1 o.0y 0.81 016 1.019 "123.7 -93.3 1.016 93.7 oO INTRNATL 1°1.0191141}o 93.3- wmiN ole i) PEGER RD 1.019 7 115 =93.4 1.020 Al nial GOLD HIL nto "-93.2 alo AS 402 iN S.SIDE als 1,019o[N 2.0 |(215 ain 93.4ma-32.8 |Cat vy!-0.0 Ales be 728-9 a" S.PAIRB FT.WAINBb1.024 ;2cle4394"116 205 GOLD HIL Alt YY 1,017 1.6 a1.6)r1.4 2.421 .3 FORT W. 400 ={7 -$2.-5.9 3.9|[-7.4 7.45.8 121 27 be aa sup xX "YI als 1.020 1,021 ' aim ola 301 AN ale "93.3 93.4 15.2 ' wit tye !I ml -5.8 1 ESTER 1.017 alo bag WAIN ' 390 "91.5 'FT.W TAP |1,022 a=42.7 -42.6 120 1793.5 mln suB x_VEY -4-.20 3.2 no 1 300 _1.Co00 92.9 x4 -27.8 whan Aa Ss wTA¥1,923 a ojo gla ole -93.4 =gancr TP 1.020 w 1 122 -94.6|cole -S---==>NENANA «|=1.016 1.020 A sfe380vAlT =85.a @ -92.2 =|ieeretol |BROCK TP 1.020 1 125 95.0 elo 9,000 212 =9.000 z clo 9%.aloo.HWY PARK 2SI™=1.020207ttm95.4\'NIatbett'a Da 020 mleHEALY.Abe ;5370Alt''oly 7a.1 Nz POLE aleRdGsols2.fl oP;abe N.POLE .THN olX 209 ?|'15029at-95. HEALYSVC AXA 1.067 -14.8 "<|{o.9 2 368 "TL _.-108.2 0.4 6.0 CANTWELL JS 1,008 or,ole360aa69.1 ola olm ad 0.0=-=-_7 ty ne 0.0 2 SIe he -©1,019 1,000 -o 92.6 i23.3 ola SI"1 01aAGSIT-29.2rae sae = *DAWSON suB Y g{e ols 1.020 10.8 Js AWS 36 =o lS 57.1 =2.2 olm 2 =17 wn yBOUGLASols1,021f-223 23olT.-29.3Nf4.6 Ey=-[->-133/|-137 142 & wheal 7.2-70.8 0.970 1.000 p75-0 0.980 37.4 -2a.-21.2 Nann WN1HF21S.WINTER LOAD.HEALY GEN=25MW.100MW INTO HEALY.100%_RATEA (__|CASE I COMPENSATION.HEALY UNIT 1 OFF.QeAPOTY 1.039OV TECH MON,FEB 07 1994 16:03 KV:£69 ,£138 ,#230 [ees MUSK TAP 110 oMs ZEHNDER 135 -18.7/{13.3 -13.2/)72° "8415-8 -5.8 1.019 -105.0 SEENA SAMI LTONSHENA5.1]|/-3.8 3.80.9 2.6|/-0.9 0.9/[-7.9©)0.0 <-2.4©--+4 <1.009 I™5S 10..9 4D)0.S$1,014 7105.6 S10 ed 0.0 1.010 i08.2 '1.010 -i05.5 -135.5 CHEN TAP U_OF A UNIV AVE s 2.9 5)roles 150 _-o.offt?2 2.af Ss Woro 42 -6.115.6 yo -a.cy 0.813 03 1,018 7135.5 105.0 1.010 105.5 wie INTRNATL gil 1.9151rho-105.2 NTO slr PEGER RD 1.013 115 -i0512 N 1.020 alt alt GOLD HIL min - 105.0 ao =o 2 i S.SIDE al™2.011 of=0.0 |(215 alo -105.3 vol -34.3 |e[ooNT-0,0 ola 2 =3.1 7! >WV 1.047 S.FAIRB FT,WAIN clo 1,947,|116 205 GOLD HIL ls VEY 0.996 3.8 =3.8//0.8 -9.81/7.9 FORT W 400 Goa 103.0 alo «=3.3 Salas 4.8/2.3 121ayeAsuBxwl<]®1.012 1.012 'wm)Pd alo 301 Tt?StS -i05.3 -105.3 16.0 ' 1 pun whey 1 1 NIN . -4.9 \ ESTER 0.991 slr og TAIN '390 -101.9 'FT.W TAP ;1,013 =)37.2 -37.2 120 Lt -i05.5Com!.=e sup x_"XY ho 066 10.6 oO]300 1.0000 -104.1 4 -23.1 sof er ay H ole os -2.2 1.013 "lt ne t ofs -105.4 paper TP 1.008ooii' '122 "106.6 ol 'o]e -oONENANAsI50.961 t 1,006 1S 1S 380 >)-87.7 '1 104.3 =v Alo 2 Coed Meal?'TIN 'BROCK TP 2.908 '125 -107.0®a t o t aJ2 1.012 ele 0.000 |el,793-0 olo 0.0 'HWY PARK =}1,908,'. 7 'I No N al?''1.005 aHEALYboa OY . .als 370 lex Puig '4 -69.0 Ns POLE =f 1 ah eh N.POLE te {isOi"9 209 ]1.007 og -107.3 HEALYSVC AKA =1.092 =14.0 0.9 o 68 -Il _-99.2 0.8 0.0 CANTWELL Tle 1.003 ofo of@ 360 a?=60.9 ole oly S__|lo.0 5aie}©: a re -1.006 0.987''On pe 7104.7 135.4 aly Sie +2826TEELANDita TEELAND 249an15- 62.6 Kk 9968 DAWSON SUB ¥="at 1.020 : 36 =o ols -50.2 7.1 -- valiesd [onl .TW To 2DOUGLASelo1.021215?ao 2 2021 iv)35 ol}-25.542.6 az 1iel{-121 125 &anaes ea 1.2-62.4 Js 0.977 1.000 J-8-2 0.984 -33.0 -25.-18.7 WN1HF21T.WINTER CASE I COMP W/SUB X SVC LIMITED.HEALY-SUB X WED,FEB 09 1994 LOAD.HEALY GEN#=25MW. 11:55 1O00MW INTO HEALY. LINE OUT. KV:569 ,€138 ,€230 RESULTS FOR HEALY OUTPUT =50MW SVC OUTPUT (MVAR)! CASE : 2 COMMENTSNUMBERGOLDH.SUB X HEALY SUB Y TEELAND WNI1HF11A +7.4 +26.9 42.7 +32.4 +16.9 Proposed compensation based on 25MW Case I. System intact.Criteria met. WNI1HF11B 47.7 +299 423.2 +100.0 +41.1 Proposed compensation.Healy 2 off.Criteria violated at Douglas. WN1HF11C +7.7 +29.9 +23.2 +87.3 +64.7 Proposed compensation w/40 Mvar capacitor at Teeland.Healy 2 off.Criteria met. WN1HF11D +7.4 +26.9 42.7 +32.4 +16.8 Proposed compensation.Teeland cap off.Criteria met. WNIHFIIE +7.5 +27.8 +23.4 0.0 +34.8 Proposed compensation.Sub Y SVC off.Criteria met. WNIHEFIIE 47.5 +28.0 0.0 +33.1 +17.0 Proposed compensation,Healy SVC off.Criteria met. WNIHFI11G +30.1 0.0 +9.8 432.5 +17.0 Proposed compensation.Sub X SVC off.Criteria met. WN1HF11H 0.0 +35.9 42.8 432.5 +17.0 Proposed compensation.Gold Hill transformer out. Criteria met. WN1HF11I1 +16.7 437.7 42.8 +323 +16.9 Proposed compensation.Ft.Wainwright transformer out.Criteria met. WN1HF11J +9.7 +26.1 +2.9 +32.5 +17.1 Proposed compensation.Sub X transformer out. Criteria met. WN1HF11K +17.9 +76.9 +22.1 +60.0 431.5 Proposed compensation.Healy-Sub X line out.Criteria violated at Nenana. WN1HF11L +19.3 +13.3 +6.6 +324 +16.9 Proposed compensation.Gold Hill-Sub X line out. Criteria met. TABLE 2 RESULTS FOR HEALY OUTPUT =50MW (Cont) SVC OUTPUT (MVAR)! CASE ;5 COMMENTSNUMBER|GOLD H.|SUB X |NENANA®|HEALY |SUB Y |TEELAND WN1HF11M 414.1 +18.8 +29.1 Proposed compensation plus 20 Mvar Nenana59.5 +22.9 +51.5 cap.Healy-Sub X line out.Criteria met. WN1HF11N +5.4 |+17.3 $21.5 1.7 |432.4 +16.9 |Proposed compensation plus 20 Mvar Nenana,cap.System intact.Criteria met. WN1HF110 +5.4 417.3 421.5 +14.7 0.0 434.4 Proposed compensation plus 20 Mvar Nenana .cap.Sub Y SVC off.Criteria met. WNI1HF11P +19.8 0.0 421.3 -3.1 +32.4 +17.0 |Proposed compensation plus 20 Mvar Nenana : | cap.Sub X SVC off.Criteria met. WNI1HF11Q +5.4 417.3 421.5 +17.0 +97.1 441.2 Proposed compensation plus 20 Mvar Nenana ,cap.Healy 2 off.Criteria violated at Douglas. WN1HFI11R +5.4 417.3 421.5 +17.0 +84.8 464.5 Proposed compensation plus 20)Mvar Nenana ,cap &40 Mvar Teeland cap.Healy 2 off. |Criteria met. WNI1HF11S a 418.5 422.7 . Similar to Case M above,but Sub X SVC+30.0 q 45.0 +53.0 +29.5 limited.Healy-Sub X line out.Criteria met. TABLE 2A 1 "+"indicates capacitive and "-"indicates inductive Includes additional shunt capacitor output at SVC location 3 Assumes only shunt capacitor at this location »£138 ,€230£69KV 714.1 ca Ort ov oo N os ae ae ow on om oo Tod oo ™ iow . at eal at eal = Zz uiee------4 2°2t- 28 mea 9°b- b°9- ove et or a te s*9t oo|0°0I- Ue- oe 5 a a [0 MM . . '3 < & B i Les ein) ZHOWH Ld H & < wn 6966 | [4 M ou =---. ns wy = y y aw "oO an on ae nO 3 HN cN aN ZO aqTjo OO wa iC loct Mri Me mnN ay of ts of z M ojo ojo malo P ) gf * ae 3 9 a aw Oo wo ow a be4ww z wo nod os ° « a LN Ole ols at Leal uo am a eat a ZN rary wy: . aA belhod ° rjpo ole a wl4 ar ye Q@ non nin r=) wio dos met ov alfd ° alt ow a. N+ yt & t m AO oo a al iN oN oo elo "0 ot at olo olo ZN .{ .f oe Zz . Oe s2q|_wy 2oz- a - ” oNoen on < Ute oof on + * . oa - . Zo wovyam wycton ow a wo bSt 61<4 AN . Wo ole oo CO Ef a H HO vy 00 wnt > a nie rib oe ord oa| al < AD uN nr bal a awl wl te Ne a t wo Ao ow Led bol wiKd ain a Mi eeoToad NID ra . . . Nea MIO 4 qe om Pe °° ed whet €°E- mye bre ft nie Ns | o "! { 2 - =3h "on 9 ° = u * * USE 2 Ust > et 4 a b°S- cle < oN > - i w Zz et HN bolen awe tho or . Tet ul brew Med 7 Wel a UN eal => ba Oo a) -- co wy cote eed a 1a i an an foto 7 vane mo oo 6 NT ete . QO erYAYOe as ow of.Se hen ON al = "c iad . rt ale ; ; at ott eal alt wt 6°92) A > ede Bet | " a ea-lrer_ . Coley eafe> rye 9JU't u's w v'S-HOrl ble oft9t ie] a Gre- bzieo- maEe 8 t ig "ke ° . - © ow Le) <9 yore ote sza gn O QneI 2 . . QO ed A x bad prot ™ > ,7 a fis a) L°€- a i) Ea)(=) P Aiea ou M4 mo Fe) oOo] + te bho Gle4 ee mo DO - cls nm Ayet -- ian an | <@ 7 a” rae a ° "{t- nie oe fs) es c]"ul et ws ied TP aye H Q wo Nw 0°64 €°6b- Ord sal ™ 7Ol+ Oe unto CUED AU eee WON On = a VO OLN fad rte Ne oea Hin ofl tft ow oa s [oxe) > c ov epee oan oul ° Cae itt Q 4 Oo a Uiufece- MA od flevst- eo ' al £e- yee 070 _ Qb2e now nw . Ter . ne nn 0-0 = 0°oll or or On SY.) wy z°2 al al al o°sl ra) 7 Upset e°9T 9"ET-HTEt b°@-99°9T 9°6-HS"6 cOWZE on 2°StHb19- \° meae b°69p00T- 2ian cOTeZOt- owNe re] ce) Ow 4 re) oT bof a Ww eal ™ Z bad is} » Q (o] < a vo Ho ZO 2O Zo a oO aa La we oO Dw ov Lie van) 2m on an -19.9 100MW INTO HEALY. SYSTEM INTACT. HEALY GEN =SOMW. 50 WINTER LOAD. (25MW)COMPENSATION. 16FEB071994 WNI1HFII1A. ICASE I MON,TecRPOLOGIES.}inc© HNvnn- POWER HAMILTON HNDER WAINfT. 205 iw) FT.W TAP 120 16.5 4.6 BROCK TP BADGR TP 125 122 1.023 7113.5 3.1//16.0 9.67.7 7143.9 FAIRB -11.7 TAPMUSK awe 9 an a Lad On a le ort aol at itmodeonef 6)Le)fe)io)fe) % z o Wa of. fo) apn . (jt a wowm] €°e-T&t-anream bo Ort Tet tet aN al oo < ms 2 am Qe On maVY oe ON al Ono OlOyoOVO -35.7 "12.8 WAIN = co] ilo °o =HWY PARK 207 L 30 SAWSON iS) THOWW Id POLE -16.4 -O.1 N. 209 ] FT. 206 ae -52.2 4 9 2 2 il 52. o elo wnINTRNATL 114 15 PEGER RD CHEN TAP 1 1.909 104.2 HEALYSVC -8138 ,€230 9 KV:£69 -32.8744.2 SOLD HIL 4090 eci9-aaESTER 390 NENANA 380 nN 6966 meanar O]O "4 coloorvy 8 4 ig ofa LI al a8 ab vra: ow ow AN D> Os On an an rl om ay al of o'Doro_vyps-srf - Oa | )9°Te Slo "0 OY Bla alr yl eeNTOcl]. @ rn oO (2) an 4 3 aawnfees 44eelOn wf> an aw©ttePee eer omol-eedfoil a ot o i) na onNeOn "o al001 go 00 a¢+oola L°Ltmo-ze ayer aiia |<)w= bal Zo a 0 rox) om un 1O0O0MW INTO HEALY.HEALY GEN =50MW. HEALY 2 OFF. 16:53 WINTER LOAD. CASE I (25MW)COMPENSATION. FEB 07 1994 WN1HF11B. 4MON,POwRRTECeROLOSt&s.Inc.® MUSK TAP t1C ZEHNDERMS;|;200135=15.0//121.7 -11.7 aa ie 1.4 1.019 -110.9 CHENA HAMILTONCHENA(]216 5,6||-10.3 hi 6 9.¢{|733 1.0)/-5.6 0.0 ©ec <<1.014 77 of 0.9 Gd)9-90 po1gs 9 "122.4 whe <0.0 7115.1 '1.014 "141.4 CHEN TAP UOF A UNIV AVE as flo.ocrells.«150 fc.offt}?3.9 2 '|lo.0 @) -1.2]/0.5 po -c.0Y L-2ll,034 1.019 141.4 110.9 1.014 111.4 wo INTRNATL slg 1.018114rs 11i1.0 -------S---_-_ = ala i] PEGER RD 1.018 o 115 =111.0 1.020 lS |«GOLD HIL on -7210.8 fa ia mia,402 oly S$,SIDE It 1,018 =]o 2.0 |(2i Ga)"111.1 men -33.0 |=|+ |!-9.0 6)he Se 728-3 am 5,FAIRB FT.WAINBb1.027 Ti 508 . tate 116 205 SOLD HIL |'YE"1,015 o.9 =O.9//-3.1 3.2116.0 FORT W 409 mia -2109.2 < -7.6 Tales.9.67.7 121 al bad eq"sup x SI LIS 4.019 1,022 ' clo mo 301 min wfin -111.0 "111.1 16.5 i wid mo tt'=i -4.6 1 a 1856 a 208 !-108.FT.W TAP 1.623 ee 52.2 52.2 120 to iihs 2{2 sup x."KY -4..920 4.9 "ye 5 300 1.Ccb00 109.2 4S 35.7 |< olm wpa Ola re -12.8 1.023 "1 of)jd bd bt lil.1 papGRr TP 1.018 o\%'122 =112.3 4 =]-SS NENANA «l%1.009 1.020 lie a=380 ein i01.7 Q@)-109.5 I ho als--'mda as BROCK TP 1.018vs125wil2.6 elo 0.000 a|/°9.c00 ° elo,°°glo,9-0 HWY PARK SIS 1.018 207 rT}-iia.c '1 NENbtbaU!"|2.014 alaHEALYL. 370 sii ''al?=92.5 N.POLE @ *"7 =|ao N.POLE $6 |ssmiooIm-3 1°y 20 |1.018 S =112.9 HEALYSVC , XaA 1.162 =i6é.4 ns 0.9 =368 ote -122.7 0.1 0.0 CANTWELL SIM 0.996 ajo ofN360in-81.6 alo ols as {10.0a*-Io9 2 als T=-©1.019 0.999 -°-110.0 140.7olaSISSSSle35922TEELANDTEELAND 130 wl of”1.020 id -85.a8 <9968 DAWSONSUBYAiTt36aia212-67.1 0.4 .whe .Dla -The ==DOUGLAS ols 1,042/[2199 23olt 33.1ff6.2 a 1611-164 171 & =8.6||7.9 20.9//-a5.4 3¢ 0.953 1,000 Jr22.3 °S 0.973 42.7 32.1 22.9 WNI1HF11C.WINTER LOAD.HEALY GEN =SOMW.100MW INTO HEALY.100%_RATEA CASE I 08:52 (25MW)COMPENSATION W/40MVAR TEELAND CAP,HEALY 2 OFF {TUE,FEB 08 1994 KV:£69 ,£138 ,#230 <69KV Ne a + ef ow oo om og flog c on lod . off at al al 2 ieow .| 22i- 28 mea o°b- 6°9- oye et ow 5x te Sot tél 0°Ol- l= Lad Q 2 = a a. " a) oe@ io) < & t o at ZDWW Ld 5 Wes [4 hd a =-_-_ on 6966 a rte =z Lo) Le] ao zo he or 7° aN ow "om ano Soe 4 ties fee mes tN ; SeIS ot wey al 2 e ¢ . : AA cla cl °! S a < mo 3 | NM = fake a foesa) . o 4 wm2 wo ow a beMe0Z ro' ne o © tue WPs wir eal tet ww npn an lt Zn LI so}: |oka) alo apo fo) ala yt sa . A] Je at min nin ed wlo ase act eet °o et Qn as oO. qo a 1 OO Lote] an eit iN aN Ole 22 a) =a) le @ss]wy 0°of Ul- 0°0 |07oy le vot }Lc22-] salen be ooa ye on qt v7)(2 pn -4 . "Pe am of ea ipo 2 . . 3 ' tte mL on a ' 1°St- 1 aA z . ta $ my en uo Or tees edt or ON 41oetosia« 3@ ae Or " ete cl ™ tamyyoor "wr on on '' se mA. ON |f o+t 697QO ' a eats cd ry Cor Ole ou eal olacle 0°22-( un ofp ol o°s-Terz- gg[20|4 ey Ceres etforo- <e6t- 2a $s” Qn 0°70 on Cc "'Icvel on 13) eain bad mh : =, Ue vt a wn mo oO ne 4 ef Aen . <2 | aete xz” : £°6b- mtrte Ona me ¢ ono Ns ved eV ate oa a) re| ny oes Q wl wont sok oO ofa Oo rn4 003 otL one bZe w 7. ne ae x oe ovr Om on wT ay ww Paar | ea el o°SsI ain 27uysat B°5T g°El-F el b°9-99°9T 9°6-15"°6 (oa)|(a4 rate Parte|aaa aeae b"89 foor- repo: 2OURcOt- OwNe at 4 Cw mt "a ot a < a ott m% z al E bal a 1?) 4 a WO HO zo tO Zo a Oo ua wo wr qo pe or tae Zao rey om an JOMW INTO HEALY. TEELAND CAP CFF. .HEALY GEN =SOMW. 248 WINTER LOAD. (25MW)COMPENSATION 11FEB081994 WNIHF11D. CASE I TUE,TKCRROLO@IES.} ree Mann POR MUSK TAP 110 c+ZEHNDERoMs 235 =:s.ofv.7 -11.7f)2°° -2.211.3 i.4 1,019 79.4 CHENA HAMILTONCHENA{|216 5.6{]-10.3 i S o.off 743 1.0]/-5.6 o.0]o¢ ©gu}"*2.014 7 aS 110.2 )C.0}3.615 780.0 AI/ "s 0.0 93.6 '1.014 109.9 CHEN TAP 1 SOF A UNIV AV s__flo¥ x 021als.«150-9.oft?3.9 o.0 @ =i yo Yo =a oy 1-2il,014 1.019 -109.9 79.4 1.014 -79.9 rile INTRNATL g/g 1.018 114 TI9 4905 -=-> l= ala t PEGER RD 1.018 o 115 -79.6 2.020 al®©)GOLD HIL ol - 79.4 aS mis,402 ate Ss.sSIPE I=1.018="2.9 |('2:5 2lea 79.6ala"33.9 |slo a!-2.0 =.8$e 728-8 a S.FAIRS FT.WAIN1.027 :. i09.5 116 205 GOLD HIL IN VEY 1.015 c.9 =O.9j}-3.2 3.11116.0 FORT W.490 om -777 = =7.6 7,5|/-9.6 9.67.7 121ahhalassuBxXOTLIT1.019 1.021 ' a Ps Pe 301 min ALA 79.5 79.6 16.5 'whet ot '1 t a Gel 4.6 1 555"13918 F a 34923"77.FT.W TAP 1.92 ]ey 52.2 =52.2 120 1 -39.7alesupx_"RY 4-.929 4.9 ° 1 300.1.¢b00 =9778 $-35.7 ole ofa wlan olx re 12.8)4.023 " ! ale fo ofk -79.6ieta)foe fn)Noiroo) NENANA <|[™%1.011 1.020 i380soft-70.3 Q)-78,0 "iy----- oles wl i ® oOIN 212 6,000 sleet .900 .ols 0.0 al -86.2 HWY PARK 2|®iyis8'i"me ENsie'al”-iHEALYto;had 1.918 ats370Shi'TY qe 61.2 Sig OE ieQN--- ibtBicleN.POLE 3yw7 1.918 4 -81.4 HEALYSVC)AKA =1.107 -i6.4 3 0.0 °368 "To _.-91.4 =O.1 0.0 CANTWELL cIS 0.985 ojo o360al?-53.7 aloo pg-j}0.0 2=m re 0.0 |al?ba Fe -©)1.019 0.999 |147 -oe -78.5 109.3erie |SIN Shas 1.0214 |[J [1.20.5 i o TEELAND TEELAND . :15 55.9 9968 LARSSONSUBYpaljaaelo0.959 =35.b 36 om a alo 43.2 -4.1 mo a2 ae -_ti wo xDOUGLASols1,920f=143 ae35olt-20.61-0.7 R==-be10s}!-109 112 = 3.44 -4.2 14.9//-55.8 Je 0.964 1.000 J-10.9 0.987 -26.8 -20.0 14.2 WNLHF11E.WINTER LOAD.HEALY GEN =SOMW.100MW INTO HEALY.100%_RATEA ;An oaCASEI(25MW)COMPENSATION.SUB Y SVC OFF.Q.950UV 1.950 C%Horuns|TUE,FEB 08 1994 11:40 KV:<69 ,£138 ,#045 | 7£138 ,£230<69KV TAPMUSK N ae ed ef or ow oa qo ™ on in eal ea vil ot z = . pine eee ene 2°tl- 28 en 9*b- bo9- oreyeret ao ' a Sor ye|0°ol- Ue- Sa@° a a a PA ° * N é a B rs] 2 ida ZHOWW Ld i] a won 4 fd a -_- a 6966 poy oO ed =z yg LS) ano ve o[e- or 2 aN ow > ano wea Ol ot BN an an zO fe}fe) OO oe Siete el luet Mes ae oN 5 fe de ot yt z AM afo ofo [SS ro) mo Pa ie} Me i man Copy . . oO f wm2 who ow au YY Mu2 Ho om sf os ™ ° @ in Whe wley al ae ww apo ctl apd ZN LIA zo Bo a fo mo wha ed | |e 1 . nw oman IN cal wid ase hea on Gal ol ° oo OW As No Hye ou i + HO oo a eat um wm ole eo}e> ae) ol al ale ole ZN 4( ahe afr . 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TUE, ann POWER TECHROLOSIES.,iu @ MUSK TAP 2102 ZEHNDERSMS135sslie-12.s8f1 7°°ian iene -3.2 1.018239°CHENA HAMILTON CHENA {|216 5.6ll-9.4 9.af}127o,f]733 3.2|{-1-0 T.o|-15.:©G.0]|o¢=3.1 ©s 1.007 "77 os {10.2 ()2.00 1,008 77,5 eles <0.0 1.009 -81.2 '1.008 =77.3 107.4 CHEN TAPil U OF UNIV AVE s 0.0sale9iso9,oftt2 3.9]27 _fo.0 @)-8.347.6 yo -0.cY i-2l,008 1.018 -107.4 77.0 1.008 77.4 orm INTRNATL Gilt 1.024114ttt-77.1 ---------S---_-_-__ wlio ale PEGER RD 1.012on115=-77.0 1.920 wl {7 SOLD HIL ne a 76.9 BES wile 402 id S,SIDE oh 1,010yao.3 |(2i5 lo 77.1<| -34.2 =|aN in -0.0 ales 2 =4.1 |! 3¢3.FAIRB FT.WAIN¥1,945 lie.-i07.3 |GOLD HIL ¥|*VEY 3.003 1.4 m2 4|l=2.7 2.7)25.1 FORT W. 400 ofa 75.2 ma 4.3 walre-3 6.3|/3-1 121 a he as SUBX Wo AN 1.011 1.012 ' -| e afin 301 alt ata -77.0 -77.0 16.9 ' wl 1 't = "3.5 1 ESTER 1,003 sl?FT.WAIN ous74.FT.W TAP .alo 50.8 -50,8 126 1-971 |=sup x VX'-h2 od5 11.9 aya 7 300 1.cho0o -75.2 oS -34.7 Py as <=ole ss -5.9}1.014 ' as s|[u Ole -77.0 BapGR TP 1.007 o 'q|c 122 38.3asarwaterNENANAwie1,008 1.005 ae ti380soft-67.7 al "75.SIv 1 a)=e att slo BROCK TP 2.006aba®125 -38.6 oIN °-SJo_3:30 sft 4928 avy eark el 2.3eleSs.eee,783 HWY PARK 2|*.2306iN{oela'at "| 020 aHEALYshes:{3 1.ast bon370ale'wT Sin -58.5 Ne POLE =|"7al".=|=N.POLE +j=T15 ad bt 209 |1.005 4 -78.9 4HEALYsve " *-16.0 3 0.0 © 36a -ie 0.5 0.0 @) CANTWELL Sie 1.014 elooe360SI5175alano aS _||0.0 5=7 ve 0.0Sa-_©1.004 0.985'-m=Ie 75.9 -i106.7 -o|%sl SIS 238%8TEELANDi TEELAND 242wn1S-55.7 ic 9968 SAWSONsuBYaNro)BR 1.020 : 36 lo lS -42.0 14.1 pass Tats=o --theo To yDOUGLASolo1.0202143 ao38weit-20.54[-0.4 RE 195/[-108 Lil f =14.013.4 =3-0]]-55.6 Js 0.983 1.000 Pril.2 0.987 -26.8 "19.9 "14, Nan WN1HF11G.WINTER LOAD.HEALY GEN =50MW.1LOOMW INTO HEALY.100%_RATEA |{"SE JICASE I (25MW)COMPENSATION.SUB X SVC OFF.Q.950UV 1.059 Ov POWER TECHS TUE,FEB 08 1994 11:45 KV:€69 ,€138 ,£230 | or om fore On oo on om id . et ot eat "t 2 *, | 272 of gn 9°b- €°9- Ox) aa nz Oo > = nm ie ost 9°01 S*8- (46id as bed a a o x . on@ Fs aBEBEa ee) sy ZHOWW Ld 5 [34 x a ->- o” 6966 "4 é z 9 is) arm rele "Oo an ow er ao an ms RN aN aN zo olo o]o wa we NTO Wea aon Oa IN A "| os te ot tt z M ojo ofo ofa m w af s an. 3 Vw 2 rt wy OO oye or aa4 Vv 4 me Ho Ca) ye om Lo] @ @e- in Mf es whe al sa Lw it)ad ar nla oo ZN Ln a]. ond Ha bowhed ot TIN yn ole ye 5 . Ww |: a mio ries a rio te Det own 4 tla oO elt Ow ms Ne th a i om AO foTe} n al rN iN 2A ot wd z Otvjfezeef v vo < Ul- 070 [0°Of = = = . rm wie » ag 2 ow OPS jpsctz "ft nn od = aoria ' O°0 whe w]e ! be iN rae tle fe wo Ths or Qo a |O en oman omfey |e Aa Oe wad . ano cf] OW Oo tb ty wins ote rim O- i - a "on 2 'on g°al oe) ' wl s al 5°9- bdDa a a pee: fine a)is) w" waan own ro Ne rie ow or an ro om aq ms etl owOoat 0°22-{( a 6*b- aren as 0°0 4 ao a €tb- Q7arfo°o- =< zet- 8 ole 2S Fa pow ge vo@ 88elaot Fe an LS) tla i 4 7 > ; us ta oat a wo aAet ow ™ oO} - btod Gea a ale Cnet |zt <s 7 2°tl *t- a me 2 Qarry arate ojooe30won oo a °oo wae Ne wn Loelo©oO}is) og on O° - - ow call fo] at O° ' oo L°0- -- b°at- eo° 6°E- S°Se Qt ae-- ara fi nm an 076 =" md or or on T wo vy 8°0 oil wal al ork 2°Untet b°9t b°et-go°et G°e-99°9T 9°6-115°6 zoe' ce C7StH.09- 5°e9- aaia 9°49 001- 2ie EOTHEOT- ONrte ro| cl aon H 4 Pas x a 2 ot a Zz » E » [a] rs) < 4 yo HO ZO <O 29 a. 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ICASE I 4TUE, Ww CC CUROLORIES.fac© "MUSK TAP 110 ZEHNDERGMS 135 -22.8119.5 200 "o-719-81.018 23575 HAMILTON 0.8 -o.af]1?” ©1.4 1.3}}-4.9 .=3.5 ©of aS 27):3 o AL 1.0¢8 1,007 78.5 108.5 CHEN TAP(,; -12.2I19.8 °g :2)aan iene 1.007 1.018 1C8.5 77.7 1.007 -78.5 INTRNATL |vr a) PEGER RD 115x2"I@ GoLD HIL =/71.020 Je te 12-77.6 Nhe Nhs 402 ale "4 «1.012ae2.0 |(==78.0ole-33.5 =|= apa 0.0 an>,-16.8 S)' 3 FAIRB FT.WAINU1.035 -107.9 205 GOLD HILL j™VEY 1.015 8114.9 FORT W.400 mia -75.0 aia.4 121ro. =a =fe supx Jit S{t 1aisolin301adaral2 10.9 '1 t =|-5.3 1 ESTER 1.014 als Boe TAIN 390 -74.5 'FT.W TAP +2,010"y=120 L -78.5 as supx,YAY ain|"360 1.cb00 -0§ols aje jy oe 1.010 a alr slo "78.4 -ga0GR TP 1.009 %'122 ee 79-3NENANAala1,011 an wlan 380 t -67.6 x]o wheeeN'Wid rv bat)BROCK Te 1.910 1 @®125 79.6 --- 212 6.000 aN os 060.ye 10.e ale 4elo9.9 eet,783-5 HWY PARK J/™ 1.013297t[=79.8 faa)ain 'ol%ala ayo HEALY 1 :5 bas ales 370 S|?'ba br Be N.POLE a TT mimol1oolacondolealaPOLE thet wpe 1.013 i aS 79.5 HEALYsve 4 =2i.9 {0.0 °368 -T.4 0.0 CANTWELL <i 1.014 2|N ole360lt-51.4 ola ola e4 0.0 @)--e a >2=]?©re 0.0 ha =18 0.996 a le 6 106.7 oO ol ital AT AYtn TEELAND L340o99684 suB Y ale of?1.020 -55.6 |DAWSON 36 lo als 41.9 14.2 NIN s|% DOUGLAS "=colo -143 ay35lt.=0-5 ze 105||-108 =5annapans-55.5 J¢ 0.983 "11.1 0.987 -26.8 "14. WNIHF11I.WINTER LOAD.HEALY GEN =SOMW.LOOMW INTO HEALY.100%_RATEA CASE I 11:43 (25MW)COMPENSATION.FT.WAINWRIGHT TRANSFORMER OUT. TUE,FEB 08 1994 0.950UV 1.050OVSSeSee KV:<69 ,€138 ,€230 -£138 ,232KV:£69 ™oO ne ™N atin core 7 es . al an) rd = . pike ese---- 7et- _ La tes €*b- staleet Jk is) = : on < nw avbl 27Ol t*a- S°£- ots e a. a C x" 9°6 or N b a)Ee fre ai 7HOWW Ld " 5 ne oe " a o_o a” 6966 5 "feo ° ®y Ba Bu Pind ao c : 2of Om EN aN rae %O olo ofa 2S t oem eat tied Me Mes hw a ae Jo ot iyo z MA alo ofo = +4 <=> alo Pa ta) eihet = ae a [=] et ow wo wie oc a "yy Mp0d4 BO et 1° Ta ° a in Oe ols al ot wo me ae ctl Zn er ow]: On lo ole ela ta Cua)Fo) oo yo (2)©) wn OIN a @aIO a+ Ort ow ed Ye) tol Le) os Ooo ms Ne qt Oe { ' HO oo an al im om eo Qjo "0 ot at de fe ZN ff O}O ojo . *n7_ o 2 . © SZ-|_wy 2oz-| wy < eI- 0°90 [o*of a o a a we a * et 124] eles Zo mn "XY <1@ VX' 2400ow Om a oO HEI dea oh HO Ca) loko) O00 sr +> Me tO vy Oo] we wea rin cle eed ootgy| ott NO WN oF ol yt ot val {woet ea ye == > wo Or mpd rya DIN «ed DW] Ta Ate Pr] ko) a als efed tT fed 5 ar ry >O ries thea brE- eu €°€ yd ater ete ria O od ' aN ==> to ow a 136 \ re > 076 a ' ait 4 " boS ae a NY 2, £7Gd ' aw Om y. td ber ft ol on]colombias he a8 € A Bavy ce ei H ae aN wed uy > . ol ape! ond te] at . wit 992 on toola te 70 cf a 5i oa Cfo ole ny z*t-|[s"0- bs 0°22- a 2° e°st €°9l U'G-f6°2- og 0°0 4 . 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CASE I TUE,CCAROLOBIES.Inc@ POWER sus (110 ZEHNDER|235 -26.2/}22.8 =i2.8f]°° i.Sfi.0 =i 1.019 -76.7 CHENA HAMILTON SHENA 216 6.oll-9.6 9.6f)727|©2.ah "7 T.0/-5.8 3.8|/ 15.3 cH os =8.0 ©Sc S$vi.o1g Te »_J|0.0 ®SSP tog 7773 SIF ©19-0 1.016 -81.C '7.014 -77.2|CHEN TAP T1073 |113 UOF A UNIV AVE os fle.o|-a.9il6.s 150 |cf t?3.9ff 2 [5.0 @ -C.9//0.2 0.0]2.2lly 94 2,019 i07.3 -76.7 2.014 -17.3 om INTRNATL lg 2.918124tit-76.9 SSS No ale i PEGER RD 1.018 o 115 -76.9 2.920 wl ™atl aes GOLD HIL ae-76.6 o-l 2fo 402 AN =oarns cle 1.018re5.3ice w]e aeony2.9 |(2.8 =|-77.9shes33.7 |o|+ i -0,9 os>. 14.4 S)vt! 3 _V 1.038 $,FAIRS FT.WAIN -106.9 116 GOLD HIL Im VE"0.999 +24 =i.4)-2.6 2.6)115.3 FORT W 400 ont -74.8 --7.7 ?yee 9.8//8.0 121 at H SUBxX TIT LIS 1.019 1,021 ' gin 1 301 alin alin 16.9 -77.0 16.6 ' ra i)=n -4.7 \ ESTER 0.999 'zi?oe VAIN 39 =74.2 H D FT.W TAP-=T='51.0 51.0 120 t gia \sua x 'SY 4.029 4.6 ole l 1 390 1.ce00 -75.2 oS -34.6 wl< eS a ne -13.1)1.023 7" ''Fa pos od hast 777.0 BADGR TP oj.!t 'a Pa 122 =NENANA ela 1.003 tee eee 1,020 We A=380 i -67.4 @ -75.5 od ale-_-__mle A bal BROCK TP v @ 1252 S-----_-_. OIN Sie ¢.900 sla 2.900 7coloc.9 Ths 83.5 HWY PARK ©[° '207 ie wrlo 'mou wlan a|*HEALY a ;Sle 2.920 min370Slt!17 alt =58.4 Ne POLE 2%, os ojo 5 a mj] :hs N.POL 3aP=had bre 209 |LoreoS-78.8 ueatysve "1.045 =16.3 <|[0.0 88.5 0.1 0.0 CANTWELL Sia 1.014 o|s of360alt 51.4 olw olan a>0.0 Q)pany vey 1 :re 0.0al?=be -©1.019 0.999_-a lo 75.9 106.7 2 o|@ ole oho 0,997°pp 720.1peu me oe SUB Y alt °1.020 -55.6 J¢DAWSON 36 alo olm "41.9 14.2 NENba"1s "To.sDOUGLASxag 35 ejo 1,020}{-143 wetht,720-4 -0.5 ge 105/{-108 Lil Sannainane-3.0H-55.5 JI¢ 0.983 1.000 Pril.2 0.987 -26.8 -19.9 -14.1 Naar WNIHF11L.WINTER LOAD.HEALY GEN =SOMW.100MW INTO HEALY.10Q%_RATEA ao CASE I (25MW)COMPENSATION.GOLD HILL-SUB X LINE OUT.Q.950 TV 1,039OVrremoos.|TUE,FEB 08 1994 15:47 KV:<69 ,£138 ,4230 ZEHNDER ,£138 ,£230KV:£69 PTAMUSK oO Nn w n Nn. me mo. fe nom At er ies Oa Gea Cod Crea ot ont ta a) . etl eet ot i) z aase ennnee 4 2°2l- og fe 6"b- 9°9- zrueet 2 ne E oul ot Sot] etz- oe a z cy a a Ra zi) O88 (\) 3 < & & v4 a ZOWH Ld & a u < ia 6966 "a wo. 4 x a =: @- H of am = o y an anatfoOn re] an ow Palad ar anle i gM BN BN FR 8SF cor be ral z " AA slo ofo°! < WW w]e a a a " = NN a rfo ° 9° a|, ole on g SC 03 Fo ele 7 = 3 3 aN lo ft an ZN Ps wlo HO co ie ays at wya ° im oON Alo Calbod rd wo De Aa am a GalCoal ° alt rN O-* N tee au ' Oct OF ov a ort Nm am Oo ofo 28 aloe a) olo ola z Ouse!iy \}s02-f wet a s 6"0- ae who YXYPahaweuaOre Onwe 0 weerst jrnla ie rhe -- iy 73 o”£2 'fk Ovoy le A de eal oil to N AN tice 1 worl Oe ea ain ord te}ore mn Le)fe) . Mn Hee ole eal ' rr.) gje ef. ol an e]a Oo: eqn 2 c = cv Ne a > ot oy 'Ove a g.Ge eymn at 4 Pn iat in Fad uw pe” Vers ee ia) = oe ono ”" " exbes ood w i ry i an m: mM. @m. etn oi™ iN 4 Coot Oded Oet aged cota oe on Ole ott at' oot eal ee bo!wy . . . a G*02°e- 9° w Oot 97S 6°61 fa 9 "ft Soe Is = on8 Or Lo] ea 1 om > ==-_ ofl u THO od NT 2 toe!(ae) ao 7 eel 0°8- ped ” NY|z6b neoN om Coed Ne ont on eel . - NIT a awl =! oad oO I oe XY ts | troftt- ™>A6S- oo b°dcippl' ce- > i689 ° 3% i no e344. oo end o°0 mo oa ano ot oo eee fr) Ul ol )8°6I- at b'6l ou "19°69 0°99 L°97-f0°Sb 6°OTFE*6T €°b-fe 7k 6°69 cP ooSEV EL- 6El- pre eOUsolt- a oclgoet- ga 3 Nat n 4 oad mm < a at [A 4 » E » Q ta ie) wo HO ZO 2o ° a exe) aH 0 Gie rr Deo, or ue 2a me om am l1OO0MW INTO HEALY. REALY-SUB X LINE OUT HEALY GEN =50MW. 48 WINTER LOAD. 15FEB081994 CASE I (25MW)COMP +20MVAR NENANA CAP. WN1IHF11M. TUE, ww £138 ,£230<69KV TAP 229 MUSK N rts ed 4 ow or on ca@M on ™ re ' af eed at el z ioe-----d 2tet- 2 Bee 9°b- b°9- oreo et oun wz ty sot el 0°OT- Uet- =) a 7 a O a " et on©) He < be ts 4 en 2¥OWH Ld a ' < 1° a” 6966 4 z iv] Y no x; "oO an on oO ao at HN an aN 20 colo ojo 4 BY Lae Met Me ain a fos o1 2 a ofo oo I > td) g a : : wy ot wjo ow 47vy 4 bo le ye om °o @ tom WL - wle al te Wo nw ale ol an LO a]: ar. lO Npo }o0 a sla an i Q@ fal fey win a wo As Met or foal toed °o all ow ms Ne eet Oo '"™ HO oo an eal iN nN Qo aQ}o 28 ol at oo ofa z Ortwvjfe-oe-fWw oO Oo go or < TI- 0°0 |0of Wo vwyvxeyeSe de ow i) BOL 6°tz ol nl oO] + aa Ooen of Ho vx 0-O we Us)ted apo eed ort og| ett ft to iis] P Th nin an a "4 L ry t]-4 tlt -> oto wlio DIN Pa yoee NED qo . Net EW ga] 4 on eds O wee £°€- me bre ted Apes Ne rJm Oo : =-__ w own [2] 1oO USie > tal ofa ' ay 4 a < +O > piso 4] w a" 4 Han boid tay Lio or Ret bt beve Ted cis Jet [2] TIN at =o be rayay 7) =-=-s = ° wey ia we ' : ow o ines mio on or Vd utes on af n Beyy8g 36 be a?oe Cotte os we HN ool cro " or are «ct cape| wet an. <= _ ©1 otd otf ole dt eral ao aeole Ser| on on ela cto an 9°o-HtrI- b's b°0z-( w v°S-]io°l brid opolgl S°S-EL°L aS 0°0 fe] a (0) A bce- b°ZHE*O- 3]Bokin 8°9L-0°0 ne 6°L2- g ole2 oe repre gn ro©) 88as FA eiacs on 5) ia m x bd "a > SS, fee mW 6"f- ett wn wo woot wu Mes mo . » oO] - beet Gie4 7 eo) Do a ole Ned - o ne an . . <o 7 al ne Neu 4i =z '4 nm ln ne a°6sy €*6b- ow Ho Ol oo ae ON mm set OOD On ow a VOIN fad rie Ne oie AN O]l Tl ovr Oa seal fore) => 7 a oer eal °o al Q 1 fore) vilere- 2, t9I- eo ttfforte > Woe me i! GAS an on 070 "7 ovo or etl oa rs wn ze al )S°te- al o°st 0°0 T°Ub"9 ues O°f-FL be L°8T-§9°9T 9°6-115"°6 z"OneZE este” c9 0°b9- aeae Z769F00T- roger: ZOTHZOT- ovrNe a ce] ow sl ot a m » at > (3) > a Fa FA ic] E Ho HO rao} Lo z2oO [3] lore) an (100 wir ar) pw or Laer zm mm om at "19.9 COMW INTO HEALY.oA av -26.8 HEALY GEN =SOMW. SYSTEM INTACT. 49 WINTER LOAD. 15 \CASE M COMPENSATION. FEB 08 1994 WN1IHF11N. TUE,TECESOLGSIES.|rss% POWER Wr an ow mo aon oo Go Oo a. on mm 7m "7 vad el ad z a o.---.ed 2°2t- _ a a bo9- Ove el uf el|o°ol- t't- 9) o x . 5 j a&FatBre "I TH Ld M4 = Ls) Ls) no 3 °O aN on ee ao ¢ ES an ae £2 Ce ee ee TE bars Mea Me IN ny oleoloot at = 5 2 a oprt nfo a bv_4 na lr de fo} a @-. . wer oct ao ballLd aw eld Zn Wa wl ot or) ao eo! . o ta wa an ijl Q os" a So ” fe) ott ow Ne t a ' oo Lolo) a at oN oo xe) ot ape Zn ols z @ yy peor < tt- {ovol ” 7 . a4 2 se ri "lo ale oO]. bs HO we wo npn < tN WN oe wie yt tas a: 'yt it oon volo + em N ao abe Nnat . or rf] - O88 writes f°e- ' N N als O8 - - wy or 2 aes s6t- 2 " ] an 4 a nn: fn bw CO x bled sind atm ie) am etl,> < ws aN co 2 rae . aim on nHOm is) es Aeveal wot . cet = t wy Oey coped ©) yescfs 9°O-HCTT- y°s 2 b°s-orl bte. : 2°$-ivi 4 <2 I yre£70" an 8°91 70°70 Sor.Ss i 9 TtlleSe- 2° BaAleaoT 4 Ow vy ue a m x "™ FA >: ror a a wyo Mert aw (e9 » ol+ bie llet 20 ” ootoa) Chea wen | <2 zu) 2tt- eo NmH€6b a Om de ete o> or an ™ + etl ° ot °fore) L°9- oe? 4°t $" ovow 0°0) aa 070 ad 0°¢ ae @e ow an om wn wa ot Uap 9 us L°OT-§0°6E svorcbece E°LT-HE "LT Stic' ea- 0° aeaa 2°69 800T- rouge COLPEot- 3 | x 4 fl [4 z bad E » Qa a a re WO HO zo ao Zo a co aa Gia am io ow ow om Zn =e om un lLOOMW INTO HEALY. SUB Y SVC OFF. HEALY GEN =SOMW.WINTER LOAD. CASE M COMP +20MVAR NENANA CAP. WN1HF110. POWERTECEwOLOS IEG.78138 ,4232KV:£690516FEB081994 TAP ,£138 ,£230KV:£69 MUSK a ae ae 4 Ow og fore om a om ros t eal el Pa) ott - Fee 6U- of et 6°f- i°S- ecgyccet ow az ti fe9t*|Z-Ot-] ste- q)a o . 1 j aBifiEs St] on "\ ZYOW La No id 4 a => o% 6966 5 or tel Bn Own ye ao a0 er He aN mn ZO f olo ofo29 te a a C die * Met at z yy ojo o}o eo! te« a « = iad a g adPyadbad ow me "yy"YY ke] Haas) ASot at ta ne obo als Wt ZN GA whe EO Alo apn am nin ye A . 3] ' no ) Co[id woo wl wlo Oe te on Cala °o " ow ms. Ne fi a f 1 nO oo a eed N oN oye 23 ot eal « ele z Osa¥\ ecoe (5) « G*I- 0°0- 070 g wof ree n * ary 67Iz-} © a4 ihe La Med y See oro ” 0 ) dle |e ate) . ao 1 4 £0 vy 00] wnlea PIN aIN tet vt Pd we Lan woe Wet yt a tn we {|-4 tlt beer e-ererens wo OPN Oo oor) es) ws ord . Tad fas] rao mfia wya. ' - are niwt alo an Thes |! 6i wat 67 fe > o on 9 10 Ste wat a , : 2 "ye he etl 4 Cal Oded > oo ' Gin wo or.Ze tlps¢ hee ' +r yee Q rIaN etl => a cya fa) = = ° wy < 1M ' v wn are on ow ” ste - wis oe ve PS CEL oe oft Sr ee ° ae ON wl =T Clad apo orl eda! oa Qo. _-, an owt od wt 0°0 oe Arde Ba! vo XS " 4a aya 7 e°S-HG'E o°b Ute-( un a°S-Het Std oft et S*z-gtce ae| < ey reraes > or"Ee (A)(©) a op? L9rforo- kar yz@8 Pi - Qn 0°0 on oO ° an % at t'l- cet UU 1 fos x [°e 7 a wy A, i - ' fe au HO 4 2 » nm as 7. ul @*T- amy =m me Ny|t6- tet oo -_-, NeOn _-- [s) el oOaqoo xe eee b°zE nn orm we oC rie wo cae or el Oa or ww "9 ret )€°t2- at 9°St o'c win ans2 oF f°U-9l22 8° 9T-99°9T 9°6-HS*6 2°One"ee Be cStfy29- oo mefre v°69PO0T- ronpror= ZOL#ZO1- owNs re) a Cy 4 a 1 * [4 s » Fy » a a a a] é WO HO ZO <0 Zo a Foxe) na Lio ic ao Dw Os wun Ze mm on an "19.9 LOOMW INTO HEALY.SOMW. SUB X SVC OFF. HEALY GEN 251 WINTER LOAD. CASE L COMP +20MVAR NENANA CAP. 15FEB081994 WNIHF11P. TUE, Nan ine © ZEHNDER 290 ° a n o ms o> o- oO: nO As avr Ae On On Cet Oe ont vee wont east . wd e+ wot aa 2°et- 28 rote so > es b-9- ore et ae oe oe|0°0I- ee o " 5 z z && ort Q 2OWW Ld ni x" a [=[>-_-=-==_-==> a” 6966 iS z vu an > *O N on oe ae ea EN N an zo , O]O wt io - a] «|e ae Gurt baad ma clo 2?! PI a t= By 9 wi wo Au yy s aN Ho adm ope Lo} @ me un Of- wole tot Gi ae an aloLa an rare ay. nN HO oa]O oO! No ta vi4 @o "i N alo wn re) wlo ne an oy o etl aa me I a ' On am an wr free! oo +O cat ol Ae aN o|o z °- . Or IER No < Ut ro| o 2 . i) an . yyXago 0 vrot ) to for oO Or oe a HO we ['s) My - tet ga as £N Din alo i] ai NN ttt tH = IO OF ain Dee N a] : hea ON al : bt) ep. ne ries ijt Nn Oe ein © ai -_>_-_- - al NA a AN > apn on oT +« tet < oye wed > ' ryaAa=>epeeales o ye ns or aN Nfo) al”oe e = . ' aa «' oft a w| = aed1p . Det ' $ a brid z"s-Orite 4 no . "ne we bree 'o 8°9L 9070 S$ ulw Oe Tebose2- ° OW Wl es as 4 an «im oo oOo o thea fd a S --i=-, ou fore) a Pm Pd an » wl]. H om Do oT aw n- ae <a ol 2 aN 0°0 uo p we On - ---- = Ret TPM oes o ove 04 le at so. or - ds Ne IN Oa on Jc tt oY) (oat Coal al Lo] wt aye fo)love) >, WU9- 00 >[ot 3° ; 7 as 0°0 ---- as [aXe] 0°0 on Ao ord Oe« Oa at om ort -@ at )S*te- al 0G Up's us O°e-FT "be L°Ot-Et 0b S°9T-|ib"9T L°te o°SENe* 29-aa aean f° 6986bt- ues Sst- a 4 H a x « < re ul a i FA | é Ho Ho zo zo Zo oo A wn wim GO or ae 2a met om RA 1 ,£138 ,£230 1 Ee, KV:<69 1OOMW INTO HEALY.HEALY GEN =50MW. HEALY 2 OFF. WINTER LOAD. ICASE M COMP +20MVAR NENANA CAP. 15:52FEB081994 WN1HF11Q. 4{TUE,POmERTECHPOLOEIES. Coal Mo @ Mo NO ete oi™ re) Ona Ova [ora] Ovaa at at oe vel z ee _ Z°2I- 08 fe 9°b- b9- ove et " vz re s9t Tet 0°01 [f= oan a a a a ™ el on N 6 aFs fe @ At Z¥OWH Ld oo” [4 x a => a” 6966 +4 oO HO = 9 Vv ao 20 i Qed Te} an ow bola ar ra Ole wea tn an oN #0 , fo)[eo]Lo)[o Ramer] i an . bact 4 oy i }os * wh "' 2 aS colo ofa ?! mpo a ¢ ta * = ms vA fa) of No 9° wy ww z of awn ot inpo Oa a a § 4 po rR ies an ° o Ln Oe ols al ay alo @ aye lt ZN rey. an ar rif No mio Adbead Io a] > . [A] . " Q@) nn win i) wjo Ae NE No mile ° ofl Ana Ns wr. ijt a ' oo ON on an oa ny or oo ojo sO atl at al . ° ZN olo olo Zz 6:t-f b°eb- w 5 ; @-fhey JPR we ta a wo < Ul- 0°0 070 2 al o” 2TO mo fo) * b°9l "€ 6 abal z 5 wren . to 'Jo YIM Ao YYvoGR Gea % 0 }0°€2 : Ke ino S| or Oe vos iS + HO vy' oo 2e Pte nn ht vel att , i no OS 1]o i]t wo ho Of ryder wy ain wet . ead no rym ° pio of ie A t . an rp. Oo ey wher oO. rfOo Oo " o No a NO > ' oo zZ . < al 4 " w Zw Glu Pet bore oon=>olaole © ' O- on Nw N2 NRE Oo => afet! oat < ' a) eral a leoro)' 9°0C) uyL)04 n oo 9l Z°S-FO°LT- 4 om 7 7 ogote 6°9L80°0 9© ma 88& riflacs (s) t x - 2 = - 4 0 mon?€ > wo] a ” no el rip Me ue bach ' z 410 wey orn) were zim et TPN aye Gon inles eat oo -_-_-. Me ry or . 1 epee oO ot ija oOOOfore) wnwe . : OrsOH ---- ° OAs > + 7 ve 0°0 ot oc el Oa+o )G°T@- al orc an u's O°e-Fl "bz L°Ot-§T° OF S°9T-]ib-9T b°Stile 69 ae 0°b9 9°S999°99- 2°69R65T TStgest SSLSSt NOsNO +t wl OQet H a net be29 c4 ww) | % z » [a » Q iw < "a HO HO zo ao zo r=] oo an wo wm Co ae. or wen zm Im om un HEALY 2 OFF 732.0 1OOMW INTO HEALY.HEALY GEN =SOMW. 49 WINTER LOAD. 16FEB081994 CASE M COMP +20MVAR NENANA +40MVAR TEELAND CAP. WNIHF11R. TUE, Mrawn- an wt we wo oo a. na. a am ow ow ow On Ore Chew dee ot ' oe ” ott od | at Zz eee : 6°UL- og I°b- 6°S- s79oy2°eL o ae Ett 'i |8°OL- zf- on@a ; aa N Fosax ort an ZNS¥R Ld a - (4 x & - on 6966 band v = 9 Y an 3 ot -O an on "e or S v gS BSR oe ele oF = { . cL a clo clo 2°t Gl on a 2 wn toe)rd on om Ww wy 4 . A hs an) ° Cy nN ols al on wo eq et rll ZN Wa wo rar: pe ao wpn rs) Ja . ale ) . an = cl]: fo]fo) a wi a. ar mye oO 77 an Ne ' a 1 On or a oo oN Ze al at i z ©:at]vjfe-0z-fw tw 4 el- [ovo] = Z 9°S1 n bs fig 8 s|° $ BIN afoxa wy- wo am ite 1 On rie ont foal [ad Sebd i ie wl D i vr mre wha wlo rom oda oa Sut -- v oN fe} t > 1 Or 2 z ai 4B) ain chan Za bee tbe _--- ¢ ™N on” Pe wt: ery ON ye Cree mf poor om ° pete fava) ot wla' '@” ot wl o°Sb070© 502 < "oell of --.-----------------, 4 Fa evt-It$8 ow 8 clea a a O° ¢-Ye le- bad v osae FS [4 bad bad 6"SS om > ansinlay er i] 9°L9- est un myn Piet ow Qe ac Fal NT+ toed ae no pc a oN Oued an ae | <2 7 0°02 L°6- =m @9 "| c°6b- oo ao N «t Sew ao ns) we edher fo) al SS Lo] ©}oo oOo ©0 pbbs- Oo ' 0°89 3” gn ) am ores an 070 3° or" ano Oa set oO o! al an 6°69 L,- cess et ewofes Lots' 2h Fea Woet- imee EOL MLTt- aa Oct Hoct nA ael x 4 a [34 z ral & » Q w < a wo BO rAe] LO 23 a foto) OH wo ule ry pe or ale Ay me om "nn Phoo1;naotaYotea " BhIt1gotby Kal4roiesD[oxe)2aeHca=ox°-* @be] "un &!>»own-efhyUe?)yAHAOfeecegHi}fe9} ow "Po anNOdreabeLIMoOHNO2aec=yoaS "Oo BogAstyfyaaariE68POWER ace RESULTS FOR HEALY OUTPUT =75MW SVC OUTPUT (MVAR)! CASE 3 ;2 COMMENTSNUMBERGOLDH.|SUB X |NENANA HEALY |SUB Y |TEELAND WN1HF01A +14.4 +37.0 +21.3 -4.2 +32.2 +17.7 Case M (50MW)compensation.System intact. Criteria met. WN1HF01B NON-CONVERGENT Case M (50MW)compensation.Healy-Sub X line out. WN1HEF01C +19.1 +57.8 +74.0 423.4 450.5 +33.5 Case M (50MW)compensation with SVC alNenana.Healy-Sub X line out.Criteria met. WN1HF01D +15.4 +41.6 +11.1 +0.7 32.2 +17.6 Case C compensation.Tecland cap off.Criteria met. WNIHFO1E +15.4 +41.6 +11.1 +23.0 0.0 +35.1 Case C compensation.Sub Y SVC off.Criteria met. WN1HFO1F +15.4 |+41.8 +11.3 0.0 |+32.3 +17.7 |Case C compensation.Healy SVC off.Criteriamet. WNI1HFO1G +16.6 +46.8 0.0 46.3 432.2 +17.7 Case C compensation.Nenana SVC off.Criteria met. WN1HF01H 432.2 0.0 +319 +13.1 +32.6 +18.0 Case C compensation.Sub X SVC off.Criteria .met. WN1HFOI1I 0.0 60.4 410.5 +1.1 432.4 417.9 Case C compensation.Gold Hill transformer out. °Criteria met. WNIHFO1J +23.9 +48.2 +11.7 +0.6 +32.2 417.7 Case C compensation.Ft.Wainwright transformer out.Criteria met. WN1HFO01K +20.2 +39.0 +11.6 +0.8 +32.5 +17.9 Case C compensation.Sub X transformer out. Criteria met. WN1HFO1L +24.0 +28.6 +17.0 +1.1 +32.1 +17.7 Case C compensation.Gold Hill-Sub X line out. Criteria met. TABLE 3 RESULTS FOR HEALY OUTPUT =75MW (Cont.) SVC OUTPUT (MVAR)! CASE -3 3 COMMENTSNUMBERGOLDH.|SUB X |NENANA'|HEALY |SUB Y |TEELAND WN1HF01M +15.4 +42.1 +11.9 +23.4 [+986 +40.9 Case C compensation.Healy 2 off.Criteria violated at Douglas. WN1HFOIN +23.4 433.5 Case C compensation with Sub X SVC limited.+30.1 +45.0 +77.0 +50.6 Healy-Sub X line out.Criteria met. WN1HF010 415.4 |+42.1 411.9 +23.4 485.2 466.0 |Case C compensation with 40 Mvar capacitor at.:Teeland.Healy 2 off.Criteria met. TABLE 3A 1 "+”indicates capacitive and "-”indicates inductive Includes additional shunt capacitor output at SVC location Case A &B assume only shunt capacitor at this location.Remaining cases assume SVC. ?TA?MUSK On om or or oO ae fe . eat oat ot i) z nie ueeeee ; orzt- 08 ae O*b- €"9- Trefeet az Oo > z = an G. Brut oral S°6- 0°2- wae i) a a o x 96] ow N 6 < E te i wt ZAQWA Ld fF f . x an 2 6966 rz) « iS) (e) Oa 3. "OQ aN ow er nea id EN cn mn zo ojo oo ot u » leet mot Mes pay aw olé cle ot va ae g ar rs) a nw© ato ON ou wy "yv 4 ww bcd' iT:) oO ro) @- ie Of only al ta al =| aw nyo wal| ZN LI TIN Lian Ba Lal na Oo) an" w N+ ro tlo Q© oolLa mo a ala a+ ww oo w]e fe} tl OA He Ne ty a 1 oan an an ot ™ om Oya ova ae) ol at "Te ZN Owes4jfecoe-fWw 270 0°0- [oof on fete) le an Me oo} 4 nfo t]r+ ft cn) Koad an eye O ae 7 mn) ag a to ) z . ott is « iaenn st pares a c Hale 6° 2-fero aa) 5 "nm © > - 7 a Cpe ' aPl 2 06]}0°0 Usz@) 8aleZe G On 0°0 Own Of+ on : oR an «im ot Teor oun o tla a 7->- o, Uu- "t uv zo a mo . » fo) my 2) ne. re) ale ney wes | ae 7 2 a @"tl ete in gee NI San "\ mmC6 tet Te oad ele or -S-- Ne NEO or "fe oe Oper ND esl with oe ' ovomeal ae Offre . ant ow de 0 "| b°Se- =m orc On al om i” ww 6°9 al et S6l mn co1gett 6"0T Uet-9S°9t $°6-15°6 Tot ze rm zSENS cLyraie 0° Tegoot- torpror= Zotcor- ONN a a On 4 a "a m 4 u) ott [.4 z » ra bal Q ul < 4 do HO ZO <o Zo 1] 00 an Wa we a0 Deo or 17)Rat} Zn fetus) um nn i | i »4230 |,$138<69KV °OMW INTO HEALY.TESTA.NaG SYSTEM INTACT. 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SUB Y SVC CFF. HEALY GEN =75MW. 49 WINTER LOAD. CASE A COMP W/SVC @ NENANA. 15FEB091994 WNI1HFOLE. 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CASE A COMP W/SVC @ NENANA.HEALY SVC OFF. 4WED,FEB 09 1994 16:07 1QOOMW INTO HEALY.LOOt_RATEA | KV:£69 ,€138 ,#230| GOLD HIL 40C ESTER 390 NENANA 380 HEALY 370 CANTWELL 360 SUB Y 36 a ao ZEHNDERoMs.::2002359.S145.3 -15.2 6.ai/5.6 5.6 1.018=3276 CHENA SHENA 7,4\|-13.2'One 213 1.4{-3.9 O.ol]og 6-34 .009 «N2 as__llo.-T)O.0%4.3.2 417 "SO. -88 '1.009 -113.2 CHEN TAP 113 U OF A UNIV AVE aS.QO.2)seals iso |tie 5.0 s Qo.Z 4.63.7 a)2-6lla og J 2.018 "113.2 -82.6 1.009 -83.2 NTO INTRNATL wl 1.01612tttB82 =----_-_ wp = PEGER RD 2.015 115 82.7a)N 9 al al2 GOLD HIL a 5 aot 3 ai 02 mle SIDE at 1,014=]2.0 |(ois -82.8 ole -33.5 |<pnala1 yt -0.0 =|2 16.9 '| >S.FAIRS FT.WAINJ1.034 ti-112.8 Rite 1.014 C.4 -0.4/|-4 .8/120.6 FORT W. ala 80.3 =4 4 P 5|f6.8 121 "19 NS suBx TIN AI 2.02 1.017 i Pad tal 301 alo 82.92.7 17.8 ' IN 1flnyo-4.0 1 1.013 ain FT.WAIN "79.7 'FT.W TAP=e 6}-61.5 126 1balsuBx"XY O49 o.5 == TI"3690 1.cb00 5 S -43.2 mher Apo als o]2 re "10.34 1.019 "lt °a 4 x ole -82.7 BADGR TP a '122 et AlNslaS[S 1.007 1.019 |S ta)IT clo -71.6 @ -80.8 alo aleay= oypn pe ba BROCK TP'qa)*------- *2 a 3900mie-3 n[o)nla -236.0 HWY PARK o|7207it vs fae]NILOCoedhdloiNNo. 3}xo alo al ale tee o 2Xotsuttleati41N.POLE o|72101ol3clePOLEbe=! in ps ole b9 |1.012 4 =84.5 4HEALYsve"F*1.244 =18.2 "e }10.0 a 368 91.5 -1.4 0.0 sla 1.014 s| ofe=o -53.9 ole oln S$0.0-aA "N re 0.90=n t '. ol Ss |are bel -©7 0.996 -a lo 3 =112.1 a be oln-is)olt PIFae TEELAND £4939968ala1.020 55.5 le AWSON lo olS 44.5 13.8 -- Nps Olt We =1m 7 s)DOUGLAS ."14 ag 35 at oH Ee =-=°La1o5sil-108 pee!&"OHS 8 -3.1f[-55.4 Ne 0.983 2.000 J-10.7 0.986 -29,3 -22.5 -16.7 Ninn OthTCAROLOS IES.xc ®Uns. 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WED, Ww Powen ad MUSK TAP110 ZEHNDERSMS.;200235-22.9/|28.7 19.6 =3 oy?-7.2 too1,028 HAMILTON: :q 117SHENA(14,9l}-17.4 17.4 S c.5 i 2.i[-2.9 2.911-24.7 Coll os |=5.7 ©c.c "S vi.ocs IT 5s [9.9 (L)DY yiocg 84-4 AIT 0-8 1,009 -89.2 '1.006 84.1 -114.3 CHEN TA?UOFA UNIV AVE .s__flo.o @)-17 ela.sso ff c.offtt2 5.0 "e f0.8 Z -6.51/5.6 yo =l.cy -6ll4.go6 3.027 "114.3 83.6 1,006 -84.3 Pa) INTRNATL ZI]1.013114mo33.8 ----- aie ale PEGER RD 1.011 »115 34.0 2.020 ay iI%GOLD HIL eye-83.4 2 ale 402 mie S.SIDE _|7 1.009ale2.0 {(2.5 ale 84.1olan-33.7 |oi TT -0.aloPan"13.5 ©)7$t a S$.FAIRB FT.WAIN1;938,116 205 N ..GOLD HIL a|™YY 1,015 ai6.2 26.2}/-21.5 21.5)/24.9 FORT Ww.400 a3 -a0.5 3.1 3.2||-8.0 8.0/[5.9 121 elo =p Su3 Xx 2I%Plo chia!1.0214 \shoe .es ry bea Onaleaun302THTAle=94.5 -33.8 15.4 ' l-i]a '''' WAIN 37 ' ESTER 1,015 'eT. 390 -79,1 FT.W TAP 1.016=\82.6 -82.5 126 1 -83.7ziesupxVXY24292071.9 AteTC300-80.5 aS 61.7 Alesn[e P=3 f=)re "10.2 1.017alewlola 83.6 pancR TP 1.011 ”9s mo . 122 84.8"Io ol?:Sl =.NENANA ola S]4 1.020 1.019 :a380mhtofa772.0 1 -80.9 sje aha att ' mia BROCK TP 2.011T1%125 85.01@-_-_--_- Sim..012 IN 1.000mie"s . N . ale -35.2 Fim 86.2 HWY PARK JIM 9 1.912--- 207 ipo -85.3 N vr "7 NObaniieo|™at ba 020 alsHEALYleaX370altMPbilinalt-61.2 N.POLE "hn foleo/@ f fon]a)c=)ele N.POLE *ry yt 1.012 aS -85.1 -HeaLysve "1.023 =20.5 "8 8)©368 =91.2 -1.3 0.0 CANTWELL Sila 1.014 a{A ofr360{tt 54.1 alo ole +4 0.0 2-Tin 1 I . oe -(Smya©)1.017 0.996 -a |o 81.5 112.4 a bedS15SIS 95298TEELAND=TEELAND 130wn23DAWSONSUBYpalol1.020 -35.7_gf 36 alo ols -44.6 13.6 .a fo = -v8 Te 3DOUGLASole1.021Ne245 Sy35lh-23.17.0 RE LOsi{-108 11 &"he -OU3-8 -3.0-55.5 0.983 1.000 p-10.6 0.986 -29.4 22.5 16.7 iW WNI1HFO1K.WINTER LOAD.HEALY GEN =7SMW.100MW INTO HEALY.100%_RATEA CASE A COMP W/SVC @ NENANA.SUB X TRANSFORMER OUT.Q.950UV 1.050 OVOWERironycareeWED,FEB 09 1994 15:55 .KV:£69 ,€138 ,#230 wn-]226.210.191.69.20.020.5§-4.0SUB Y 36 GM 2.020 =32.3 N GOLD HIL : 490 = S 4 t ESTER 390 wo x f) wo NENANA 380 = "ees a wn 1 a HEALY ; 370 2 Qo Oo 7 16.5§-12.2w CANTWELL 5360=-102910232.00.12(sic ZEHNDER =22.24}27.9 -17.8f|°°° 6.2/4.9 -4. 1.018 32.4 CHENA 216 3ll-11.5 ©2.2 .3||-4.5 >2.1.coa =|%aS.ie)(1)ces 83.2 25 re '2.009 -i13.1 CHEN TAPls Wey bee ©-22.9119.9 c.¢2 eg c.0 3.93.2 =r .oy -959Jo..cis "1i3.2 782.4 1.069 -83.1 oles INTRNATL g(/t114an -=_--_-__==_ NO 71o PEGER RD 325Menn oywi"GOLD KIL n =SI 402 ,v9 SIDE ofS 2.024 =o c.c eee,82wnlo-33.39 =|Alo TT -0.9 ele>,9.9 S)*|' st Os nat FAIRB FT.WAIN =if2.6 |VEY 003 :618.9 FORT W=39°3 °5.i al7.4 122 H suB xX FIM Sis z 6 p 1 301 alo Nie -7 18.1 ' 'w=4.1 ''ales FT.WAIN 't NTE 1''PT.W TAP 1'=88.6 120 1 sus x VEY i => i 309 1.cb00 oS -40.6 ale .Se ne "11-19 1,018 " 1 ee 82.7 -gapGR TP1'1 122 ee |2.019 aa ba pa Q)-80.9 mo Oe)mld BROCK TP ®125 DIN 1.912 slat 2-200 «84.9 win 85.9 HWY PARK l™ ae 3 sla ala ms 1 iu ij ater N.POLE Pat he "Ty ela POLE 59 |ja 1.012 Ss 84.6HEALYsve|f*2 ns 0.9368"1.5 0.90 ol o|@ alo ole .s 0.0 @)7 19 "2 |fo.0 2-©7 0.996 -a lo 4 =112.2 oOoOleUtaAl?oOINPEELANDaa TEELAND 139:968 2 1.020 -55.4 Ie 9 DAWSON 3 44.4 13.8 - 2 =DOUGLAS as -144 23olf0.9 s --104|]-108 &aaa a 3.1]1-55.3 sg 0.983 1.000 §-10.7 0.986 29,722.4 16.6 Nn WN1HFO1L.WINTER LOAD.HEALY GEN = CASE A COMP W/SVC @ NENANA.GOLD HILL-SUB X LINE OUT. HewowreWED,FEB 09 1994 15:56 Y av OMW INTO HEALY.0.950UV 1.050 0V |Se -eee [ss KV:£69 ,€138 ,€230 | v Lt ZEHNDER3fol$32 =29,8i1:5.3 -15.2{7°° ar zeae =3.6 1.018 .-il9.1 HAMILTON SHENA 7.4][-13.2 13,2f)1276)oof 223 |=a |=3.3 3.9 Z.cll os | ©f.c]]"<Yr.oo9 SI oS 2.2 7)Sc r.e93 |29-8 AY 3.0 7i24.6 '2.009 "149.7 CHEN TAD 13 COPA UNIV AVEYesp as {0.0 2)'sal 2 sof -c off}?5.0 aaa |oo)2-4.61/3.7 Jo =s.cy 2.6|l:O99)s.0r8 w49.7 7229.1 2.009 -119.7 ------ NICINTRNATLw[4 9 1.016114rt"119.3 ---_-_-_-_=_= wo ala PEGER RD 1.015 115 i19.3N1,020 a\|™ol GOLD HIL mIN ”-119.0 xe ==02 TF $._SIDE o|7 2.014="2.6 |(Z15 eels "119.4ole1=.faa]Eonlmye "| 2,18.0 sy! eT)ob oa3 3.FAIRS FT.WAIN . 234973 116 205 GOLD HIL IN VEY 016 2.4 =0.4)/-4.8 4.8/120.6 FORT w. 400 foal ee =116.9 4.7 7-7-8 7.5l/6.8 122 act ays supa x TIN Le 1,016 1.017 i alm win 301 alo -119.2 119.3 17.8 v moet a 1'1 ajo "4.0 \ ESTER 1.015 alo Bog WAIN ' 390 wee,7116-3 'FT.W TAP 1 1 loter=on 61.6 61.5 120 Lil 9.4 =|5 sup x_YXY 945 920 -0.5 =o 1 300.1.°b600 -i17.1 .s -43.2 nfo fo slo ola re "10.3 1.019 "|! +d oa "119.2 Bapcr TP 1.222 n ye ais =122 237NEnNNINNENANA{Ze}:1.020 1.019 1 he 380 ={T cla -108.4 @) i17.4 alo TIO ma BROCK7i@125 f=] a{2 1,922 s/o 0,000 nwale121.6 ola 0.0 HWY PARK o(/7 :. t 207 iia n o 1 NOalsala1 ne 1.018HEALYGh.|". .=| 370 Sin cd 'al? 37.6 N.POLE of 717 al . =2.f al?=|ae N.POLE 3t 7m MN '1.012 Ss -121.; HEALYSVC AXA =1.107 =18.2 9.0 a 36a [TL _.-127.8 =1.4 0.0 CANTWELL IY 0.999 ojo o]=360 ={7 -86.8 alo ols x 0.0 @)No y ed 0.0S|2 a -'S 1.017 0.996 -"-117.9 148.7oOo 1 oj slo 0.988 ! lv fle -36.3TEELAND-TEELAND . °i)15 996 TAWSUN SUB Y rd 7 1.020 -85.9 Ig "5 36 mile ale -72.4 -8.7 wpa - alsain =iyo +.DOUGLAS ola 9,9862200 2 q alt 736.3 -7.8 zr161-164 172 ="6-5 )18-8 15.4/1-85.9_J¢ }o.925 0.966 pr6-7 0.956 47.1 35.6 =25.9 Nan WN1HFO1M.WINTER LOAD.HEALY GEN =75MW.100MW INTO HEALY.100%_RATEA CASE A COMP W/SVC @ NENANA.HEALY 2 OFF.Q.950UV 1,050 cvPOWER Techy WED,FEB 09 1994 15:57 KV:£69 ,€138 ,405" wUSK TAP SMS .ZEHNDER35=24.9/120.7 -20.6 3.9/7.7 -7.5 1.018132.3 CHENA HAMILTONCHENAff2269.0]]-9.5 9.sf)+?0.of|73 2.3i{-2.8 2.8/| 16.850.0l|o¢=5.6 ©o.o <1.00 al 0.90 2)0.0}y.001 7123.2 a I/e ns 0.0 1.007 =128.0 \1.005 -123.0 : 153.1 CHEN TAP 3 U OF A UNIV AV 7 aS.0.0 2)15 alas.180 oof?5.0 creme CA 6.8//6.0 po -o.0y 1.6111,005 1.017 -i53.1 122.3 1.005 123.1 wo oO INTRNATL Sg 1.014114ret-122.5 - o}no mes PEGER RD 1.011 11s 122.6an 1,020 =|?wl GOLD HIL alo122.2 nln ={o 402 ala S.SIDE ne +009a]c.9 |{215 ale "122.7ita) 34.2 |ale 77 -0.0 els2a-4.1 ( |1.046 S.FAIRB FT.WAIN . 13906 116 205 GOLD HIL y|%VEY 1,003 2.9 a2 .91/=2.3 2-316.8 FORT W. 400 ta)fl -i19.2 -3.8 3.7([-6.5 6.505.7 121 A Des "Is SUB X "Ic Sle 1.011 1.022 ( *..u ..PonLheafer301TILTShe 122.6 122.7 18.6 ' Ippo air 1taTA-3.7 t ESTER 1.000 le eg MAIN390wet,117-7 'FT.W TAP t 1. wi 55.3 -55.3 120 fi - rd sup x."XY "ke S12 1.5 at.300 1.0000 =i20.7 ¢-39.7 *|"a AY co s -8.5 1,013 an als 1 ofa -122.7 papcR TP 1.>f >122 -124alof?'Ales =NENANA TS Slt 1.020 j 1.012 He Ne380-{7 sl--99.8 i @ -121.0 no inzxConkon)End Gal i] my r)oo 'BROCK TP 2:®@ eo1 i] Sle 1,912 I 1.000 ”me ay ale bs :Ales -98.3 rn -399.3 i HWY PARK 2].2,i]fl - m Sw Ne !> 4 ?H ie HEALY Blo ale bal a 1.020 asl bat37029tyeein1=74.3 N.POLE ine bn i als 2.al?:|e N.POLE 3"8 "9 209 |1.005 2S -124.7 HEALYSVC AX 1.108 =17.4 "S 110.0 a)4 368 AT -icass "1.4 0.0 L CANTWELL IN 1.009 o]e oJ360=-65.7 elo olin +9.9 (2)'° al? aN -©1.010 0.989 -."121.5 152.3 OlanSitgle 494TEELAND-FEELAND 1430vy1s99DAWSCNSUBYx2oes1.020 -67.5_4§ 36 eT gis =54.3 1.8 a) pat =l=oo 2DOUGLASole1,021Hc166 S32elt727.913.7 x 127/|-131 135 & =12.612.0 4.61-67.4 0.973 1.000 p-6-4 0.982 -35.6 -27.3 -20.1 Np WNIHFOIN.WINTER LOAD.HEALY GEN =75MW.100MW INTO HEALY.100%_RATEA CASE A COMP,NENANA SVC &SUB X LIMITED.HLS-SUB X LINE OUT.Q.950 UV 1.059 ovWED,FEB 09 1994 16:18 KV:<69 ,£138 ,#230 MUSK TAP oMs |110 ZEHNDER 135 =19.5/115.3 -15,2{)2°°"o815-8 -3.6 1.013 -116.5 o.c©)0.0 C.c©0.6 CHEN TAP|23 UOF A =10.2/17.2 +50=4 fe1.018 116.5 NI INTRNATL |.1.01611rea116.6 -> wp ale PEGER RD 1.015 m 3 116.6 2,020 al?al"GOLD HIL an7116.4 ate Sis 402 we S._SIDE al%1.014ita)c.0 |(215 =-116.7ola-33.4 |=n WT -0.0 ale >.718.0 1! $1.033 ;S,FAIRS FT.WAIN 146.7 GOLD HIL AIS VEY 1.016 0.4 =9.4)-4.8 4.8120.6 FORT W.400 aS 114.2 - -4.7 4.7||-7.5 7.5|[6.8 121 qn ry suBx SIN AI 1.016 V 1,017 1atewis301aoale116.6 -116.6 17.8 !ft Lon al 1''"ye -4.0 ' se 1186 a oe ! 113.FT.W TAPsa61.6 -61.5 126 t=als sup x.VSY 943020 70.5 alo1300_1.cboo 114.4 aS 43.2 ee 7)slo ola re -10.3)1.019 a i .els sis ola -116.6 BADGR TPNenan N ----_-_NENANA se 2 1.020 1,019 4%os380HTol-105.7 @ 114.7 alo ieder=)"! ele BROCK TPae.1 --_-_-S____ So a]@ 1,022 2/2 0.900Als-119.0 alo 0.9 Hwy PARK a}I be 10 }-l.aS HEALY x Ble !la 1.018 aN370altWT'al?-35.0 N.POLE malne in aps apo alt=e |a N.POLE ¢713 ol 209 ?|'1.012 7 4 -118.4 HEALYSVC AXA 1.107 =18.2 re |la.0 a 368 "te.125.2 -1.4 0.90 CANTWELL GJ 0.999 s|2 9": 360 oa -84.1 olo o as 0.0 @)als ve 0.0cra-©1.017 0.996 -°115.2 -146.0 of SS 1,023SIPIP.-35.5"we eee is°N DAWSONSUBYABe1.020 =85.6 JS 36 fond Kel ola -69.7 -0.2 Loyala -im hd --- =xggvnasol1,042]1=200 23oly735.8 3.3 a 160l-164 L71 =&"868-0 20.711-85.2 16 0.953 1.000 J-20.6 <<0.972-45.4 34.8 -25.6 Nap WN1LHFO10.WINTER LOAD.HEALY GEN =75MW.1OOMW INTO HEALY.100%_RATEA ;CASE A COMP W/SVC @ NENANA &4O0MVAR TEELAND CAP.HEALY 2 OFF Q.950UV 1.059 OVPOWERrecoversJWED,FEB O09 1994 16:19 KV:£69 ,£138 ,230 OPTION VARIATION CASES ON CASE WNIHF01C WITH HEALY OUTPUT =75MW &HEALY-SUB X LINE OUT OPTION CASES WITH SUB X SVC FIXED AT 60MVAR &NENANA SVC VARIED SVC OUTPUT (MVAR)! "+"indicates capacitive and "-"indicates inductive Includes additional shunt capacitor output at SVC location CASE COMMENTSNUMBER|GOLD H.|SUB X |NENANA |HEALY |SUB Y |TEELAND? 01C-OPT1 +25.7 |+60.0 +65.0 +23.2 |+53.8 +34.4 |Criteria met.8 Mvar reserve on Gold Hill SVC. 01C-OPT2 +31.2 |+60.0 +60.0 +23.0 |+55.9 +35.1 |Criteria met.3 Mvar reserve on Gold Ilill SVC. 01C-OPT3 +34.1 +60.0 +55.0 422.9 455.8 +34.4 Marginal solution,but criteria met. 01C-OPT4 NON-CONVERGENT OPTION CASES WITH NENANA SVC FIXED AT 50MVAR &SUB X SVC VARIED 01C-OPT5 +23.5 +77.3 +50.0 +22.7 |+58.9 +36.1 Criteria met.10 Mvar reserve on Gold Hill SVC. 01C-OPT6 +31.7 +70.0 +50.0 +22.7 |+59.7 436.3 Criteria met.3 Mvar reserve on Gold Hill SVC. 01C-OPT7 +35.4 +65.0 +50.0 +22.8 +57.6 +35.6 Marginal solution,but criteria met. 01C-OPT8 NON-CONVERGENT TABLE 4 | ri RA 1 ,£138 ,£230:<69 Q. 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O1C-OPT4. THU,TrcuwoLegres,|Inc® POWER MUSK TAP Lid ous SggNPE135-24.6)/20.4 +20.3 -5 ah 3 "4.1 1.018 .7139.6 CHENA 4AMILTONSHENAf|226 9.11/-9.9 3.9f|#2?6)0.90 213 1.24[-5.1 S.1]f-17.4 o.0]os -7.9 ©o.0}}"<1.008 "2 »f-_||0..0 (1)0.c 1.005 -128.5 ea 0.0 1.010 133.3 '1.008 128.4 -158.4 CHEN TAP U OF A UNIV AVE S 0.0as.slao-s *50 ft cof?5.0 0.0 @)-3.3;)2.5 i]-0 oy 1.611 cog 2.018 -i58.4 "127.6 1.008 i28.4 wn iat INTRNATL S|;1.016 114 TIT -i27.8 wDmi N wlo PEGER RD 1.015 115 -128.0 4.020 al?al «GOLD HI qi © i27.4 Bo Es)min 402 ca bre Ss.sipe Ww|¢1.013alo¢.0 |(Pa)-128.1 ole -33.9 |=n Tt -0.0 ole>,=10.4 ©v1! s*U a.o4r S.FAIRB FT.WAIN . 133578 116 205 GOLD HIL 8 YY 1.903 2.8 =2.8}/-2-5 2.5)117.2 FORT W.400 ole -124.5 © -5.4 Are?8.1)/8.0 121al.hid SUB x SI?SIS 1.015 1.016 1abof301TisSe-i28.0 -i28.1 18.4 1 1 ined wo 1'alo 4.2 1 ESTER 0,996,salen pag TAIN 390 i22,'FT.W TAP 1.0ars55.9 -55.8 120 t =t2afasupxYaY241020 2.0 =[93001.0000 -126.1 aS -38,1 als eS Ge <"11.90 1.018 " alo H ole -128.1 bapGR TP 2 "a7 '122 = *Qo 'Nolin --_-__--_NENANA mya Clg 0.977 i 1.019 'fe ale380+T ofA -103.6 '@ -126.4 mle Pes=a altwilet mie 1a3\BROCK TP 2.0 1 125 2129 i) Sl+1.022 ae 00 '|<:le 1.0 -mle 100.4 Sim =io1.4 |HWY PARK OI™-_-_-_=,-->-f]207 Tl 2 .i]- ad len No \No HEALY ale ale sla 1.004 min 370 a=we bal ied '36.4 N.POLE of TT Pel bed Ie 2 alt:WS N.POLE +TIN °l8 209 ?|}1.011 Ss -130.0 HEALYSVC AKA 1.092 =17.6H "<|[9,0 368 _|[L _-106.6 =1.7 0.90 CANTWELL =| 0,999 ele ole <loo360fon--67.o ole=%g *2 |fo.0 @®nt -L -©1.017 0.996©= i26.9 -i57.7 ols I 1 oisst?SIT -28.5oe me we2anDAWSUBYpeleyed1.020 -69.1 J¢SON 36 ala lS -55.7 -0.1 mia -_ a - a mn xDOUGLAS*age 35 e]©1,021 f=169 2selt-28.594.2 x 130/]-134 138 &anon ae 5.8j-69.0 Is 0.971 1,000 J-5-7 0.981 36.5 -27.9 20.6 Nap O1C-OPTS.WN LOAD.HLS=75MW.100MW INTO HLS.SOMVAR @ NENANA 100%_RATEA iUNLIMITEDSVC@SUBX.HEALY-SUB X LINE OUT.Q.950UV 1.050 OvnaFeckrovoerss,THU,FEB 10 1994 09:33 KV:£69 ,£138 ,#230 n rf wr om v- om. wo. tf6 ig Lore) oOo Lore) on cam om oer . at ai 7 ay . Frou--4 artte 08 Be 6°£- z°9- Uigpevel az 4 "Bl re"|2Ot-|| ett a Zz <&aFo 8°8 Q@ ZIOWW Ld HN - 4 hd & => a 6966 a = o is) aw S co aN On ye an 2 HN Nn an zo ojo o1O we x wea ie De InN A «fe 7Ot z MA ofo ofo fan = tl $s o a a A@ wlo oN a bYyY4 or BO SIS ales at oa ae 2 ao mA Ale eal Zn Wa cin "8 ba ae ot ma woo inpw the lo +] a |e wt 7 " a my? ee 0 re a ' a f ON On a ot wn ol ie) ad wat : ZN 2 z @vy)}ecov x 53 €°0 [ovoy mo win vq on HO vy set Leeal? al a a7 av ae "S| kd a? mo ON aalsahal Net aleairy "yt r+ al?oo i° OY 7 tft 0oO hired rypo oe t > aN L ON oN " ape tet atl wwv al z 2 ) ie 5 ON 7 o a Cm we an z ae se 85 wevy al? oo bdeee on ON al APo wiatt@ a « alt wt 0°OL© Ole ofc te 0°0 efo alo , > "bo ort . 2 a cel of ----- nee (Si 4 0 4 6°0-|]8°T- mo © to 9 el Se & 9 Bet-fer9z- 8 2: On Ms em < oa an cic OF : el Vee) lero) Vv Ua Fa m x x ont > => ue ta 2°28- eal w om Za ow ae mo mie Het ied exe) pole) oe) a)kal eat mn ae |z°0t a3 | 9°02 "OT an " met ©oes 276b- oO- Ue ot ow AO od ON === aw Ns fm es an ow Oo}: nat ort wo ow Np or No at aa es '| . ord alUN 2,Yes9- at v1" 3 Haze °| " ee | ow Les} A RO m4brSe- ae @07OH- AN o' ar ont 20 ol 0°0S ot oC an L°tee"ee eel 9° 8T-§1T" 89 b°STET Te 8° 9-HL-9 (aras iar 5% e°Styest- cot- ayer bolgect- alaaa Letiet- #T 4 H 4 = < i] m z bad 5 » Q tl < ie Te) HO ZO <O Zo 3) oo un ary oir Oo pw or an Za ro om ne: PiooT/|}maolAOaide(awset.hsNZ &slB@FBoOwuwro|Tm.bODHOryie}oOOxCe|Bain>ToOEMmeber foxyre)oxdasHanta|EoOd5neoevEDHAoOmorkFowen Inc& MUSK TAP 110 GMS [ZEHNDER 235 =25,0||20.8 20,7f 7°° wear -7.4 1.0321392,CHENA HAMILTONCHENAf]216 9.1||-9.4 9.af}+?213 :-: 6 0.0 2.3 ])-2.9 2.9 c.9 'S Q.o]"<1.019.J"s__llo.o ©Oss 1.016 7127.5 o] Slovo AL-132.2 '1.019 "157.4 CHEN TAP U OF A UNIV AVE 2S 0.0 @) ascalaee 250 __-o.oft}?5.0 Ss Yro.o AS -6.8//6.0 V -0 oy 1.61019 1.031 "157.4 126.7 1.019 -127.4 :GINALso INTRNATL SIS 1.028 R114ttt"126.9 -- ype ii Sotu70 WwWPEGERRD1.025 115 -i27.0 _c=) 1.034 alm al™GOLD HIL ao126.5 N12 me 402 as $.SIDE |%1.023oytook(2i a "127.1ahs-35.4 =iTTIl-o.0 ale L {[o.0 Th!$e 3.FAIRB FT.WAINv1,064)116 205 ™ GoLD HILT "EY oi.o10 3.0 -3.0||-2.3 2.3/116.7 FORT Ww. 400 ale 123.6 -4.0 3.9(/-6.7 6.75.7 121 I =|SUB X Ce 1.025 1.026 -Sle ale 301 TIT Rh -i27.0 =i27.1 18.5 ! ip wpe '1 aps "4.0 1 ESTER 1.004 al?Bog VAIN '390 122.1 !FT.W TAP 1 «1.026 a]55.3 -55.1 126 i 7i27. "2 sua x_VX"-4..026 2.4 mi3001.Chb00 -125.2 Ss -37.5 ale=o ,slo re 8.4)1.027 on x2 \ope 127.1 gapcr TP 1.020oda1"122 i28, NENANA ='1.025 aN als380o'al -125.4 "I?aleele© =a 'BROCK TP 2.019 '125 =128.1 2 t > t *re)Te 1,000 i N'yo 1,012 le : mos :aH}oo 2 >ale -200.0 wala -201.0 'HWY PARK 2|%+:920tei7.49. >N 1 NYO=|wl %al™'Le HEALY :::4.007 mis 370 bl bs a i TI?'-76.9 si POLE =|"TyNTOaoPrflolyaolanN.POLE 5 "s ?20 |1.020 Ss -129.0 HEALYSVC "17.5 pa 2])o 368 =1.1 0.0 CANTWELL SJ]1.001360Bsil-67.1 5 __|lo.0 @)=e Med 0.0oaLa-S 1.024 J 1.003 -125.9 -156.7 ols I 101s"dN Oe baf=)-28.3PEELAND-TEELAND 39an.5 CAWSONSUBYele71.020 -6a,8 ic 36 ata sis -55.0.7 wim alntbe --' «esRQUGLASels1,0218=169 23elt28.44.s 130][-133 137 =eae'5.6-68.7 Js 0.972 1.000 p-5-9 0.981 36.3 -27.8 -20.5 Na O1C-OPT7.WN LOAD.HLS=75MW.1OOMW INTO HLS.SOMVAR @ NENANA 100%_RATEA i65MVARSVC@SUBX.HEALY-SUB X LINE COUT.Q.950UV 1.950 OVOWERFecneTHU,FEB 10 1994 09:38 KV:869 ,€138 ,€230 | MUSK TAP 11 0 ZEHNDERGMS 135 asilles.o -20,af]7°° "F482 -7.9 .018135e8 SHENACHENA{|226 9.111-9.3©o.of 233 2.4||-2.6 o.0)o< ©0.07 "<1.004 2 5S0.0 1,001 116.7 SIe s 721.5 '1.005 -146.6 CHEN TAP 113 U_OF A UNIV AVE < -15.9[12.9 150f|__-o.off???5.olf 2 =7.al/6.4 yO 0.0)1.611.005 1.018 "146.6 -115.8 1.005 116.6 an lo INTRNATL S/S 1.014114tt i116.1 E T-> ays Non Conveh 6Ew PEGER RD 1.011 -115 116.2 1.020 ol bts GOLD HIL os oe7115.7 kal iad La 2 NIN S.SIDE |2 1.009=o roeo.(215 ale -116.3alo 34.5 ai)TIT l-o.0 als [0.0 7!fe S.FAIRB FT.WAIN¥1.051 : _ tibet.[116 205 GOLD HIL gi%VXY 0.997 3.1 =3.1}\-2.2 2.21116.6 FORT W, 400 mle -112.7 =3.6 3.5|[-6.3 6.4/5.4 121 ed hed bal tats sua x ofa [9%1.010 1.011 iaaate301TPShe-i16.2 i16.2 18.6 ' 1 seed <1 ral 1 1 os oa)-3.6 \ ESTER 0.992 wo ag MAIN390 111.2 'FT.W TAP ;4 O22 a=55.0 =54.9 120 6.4 Ws sup x.VAY -4.912 2.0 as3001.0000 114.3 2%-37.5 alr696sralens-8.10 1.012 an band be i |e "116.2 gancr Te 2.004"4 7°1 °122 -117.6ahs2t=)=>.NENANA aj2 ela 0.981 \1.011 abe > 380 ali ofm 92.2 'C1.)114.6 mye alo re i '7"! we \BROCK TP 6294 '125 11a.0 i] Sy 1.012 IS 4000 7 als 91.5 ala -92.3 =!25=_-_-_-_-_-_=1 -3 417 o mm ='=|a al”'1.010HEALY. 370 aia mui TIT '-66.8 oy POLE al ae N.POLE WS '209 ae HEALYSVC sp}-17.4 < 368 - -1.3 CANTWELL Tilo 1.004 g|je 92360foal 58.4 ola oli <4-[-[-- ze ©.he =1.009 ;Jo -115.1 Sol?SI S15 938%me Cg gee . fa)TA BON SUB Y ape ols 1.020 =58.9 Js . 36 co ole 47.0 33.2 vo[ - als =' @ 2DOUGLASals1,021f=152 23Le-24.62.5 z 109}|-110 113 > aaa ana -3.0f[/-58.8 I< 0.983 1,000 J-9-7 0.985 -31.3 -24.18.0 O01C-OPTS8.WN LOAD.HLS=7SMW.100MW INTO HLS.SOMVAR @ NENANA 10Q%_RATEA 60MVAR SVC @ SUB X.HEALY-SUB X LINE OUT.Q.9500V 1.050CeOMERaHewes|/THU,FEB 10 1994 09:39 KV:<69 ,€138 ,423- VAR REQUIREMENTS AS A FUNCTION OF FAIRBANKS IMPORT (@ 138KV) WITH HEALY OUTPUT =75MW &HEALY-SUB X LINE OUT SVC OUTPUT (MVAR)! CASE 3 COMMENTSNUMBERGOLDH.|SUB X |NENANA |HEALY |SUB Y |TEELAND FIMP159N +19.1 +57.9 +74.0 +23.4 +50.5 +33.5 |Same as Case WN1HFOIC shown in Table 3. FIMP-159%+33.7 |+48.3 +73.9 +22.9 |445.5 +41.1 |Gold Hill,Healy &Teeland SVCs at or verynearcapacitivelimit. FIMP-150°+33.9 |+38.2 +60.3 +23.2 +30.3 /429.7 |Gold Hill &Healy SVCs at capacitive limit. FIMP-1403 +34.0 +27.5 +47.1 +23.4 +16.6 +19.9 Gold Hill &Healy SVCs at capacitive limit. FIMP-130°+34.1 |+17.5 +37.7 +17.2 +7.1 +12.4 |Gold Hill SVC at capacitive limit. FIMP-1202 +34.3 +7.9 +29.4 411.4 -0.7 +6.4 |Gold Hill SVC at capacitive limit.Sub Y SVCinductive.. FIMP-110°+34.4 -1.2 +219 +6.6 -6.8 +1.9 |Gold Hill SVC at capacitive limit.Sub X &Sub Y SVCs inductive. TABLE 5 1 "+"indicates capacitive and "-"indicates inductive 2 Includes additional shunt capacitor output at SVC location 3 Assumes that under steady-state contingency conditions that SVC susceptance limiter would limit the output of the new SVCs such that the voltage at the regulated bus would drop to 1.0 per unit t is) ry 6 adie Ceo a AN air aw, ay aon ON an yee . ctl ay in 7 ee z ae| 0°2I- 28 _ wa Z7b- 9°9- boaye et = Sho 2 bal re|Por ete Se 5 als NN NN % FiEseex Ob} © DWH Ld aon o ba wil a x z " 6946 ui ny =-_-_--=_- MWe el MH =z Lo) Lo) an of oD eI Te) AN on oe aw SIo 2) BN aN CaN) zo o]o ojo wn a 1" Gut a4 Oe IN wv oh te ot 1 " z a oc|o ojo )Bh" a o be Nohoa ole * aN oO vy ny 8 Slanlt© ow TIN ON a -4bo4 4 ae al! 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UN el aor ai al? rnet == ' 4 alo ola is' 3 of oat $2le-» it d OHO Ofer - ; wdes aH €-et-fi-9 t*s2 4 ne&3 4 S"the'e- 8foaw [19 i> "T-JorLe- On Os am Tw < a. an ain ot|4 Fa 4 xut1s On 4 i, my a gx Mea mop? &8- an * al fa] é a Nea Do DO a edew On aie """an a Ge 7 Zz oiN - =m 79)RBoO we ON @O-6S] EoGb- ian UrNNat on 1U)ee =o NN: toa| wl es "Od wnfen am al a yy Sa oO +n OP, 2°6b- rn Aan aT) | mee oo b*b $°0- §°0S H8 ° aa ad > SA eet OAs ° e. on Onell b°Gz ar a| =z AC on eal o8 oe 9°S a1 Obe om aay GS"be 00 . 1Ofa vin b°Tfis°ss Ts 9° e-Fe°el €°0-§6° bz TZ2T- O°2T e°Sht°st dq 30 2° Sthest e9l- CLUB bLt- Tel goct- Telg2ct- betubct- SIB5 of HHO NN =) fed fuQe ON HH n - wed wz 4 tw add [4 za ba = » a ul a a no HO Z0 qo Zo ci) lols) aa Wa ui a0 Dw or wey Aw) fottaey on ne HNDER2 78138 ,£230x69KV HLS-SUB X MLSK TAP ow aga am CIN AN nn ma rom) oO} z eieo------ | 33 Met °E- u's- G*oye et _% az 2 Let Orel fol-ll gtt- oo 5 . 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Q]o fo 3 a°o-seb $c) an ery' B°S¢ of pee 4 a Lz e*z-||S-0o- 28 o T70 8 a Qfort 6° t-fe92- 8 eo: On mo < a On an wf - FA 5°86 85 v Ne 4 bad bad vet >-S__ a be a] 0°2o- eel a ops a Za m mo FI re a + Ha D DO a oo ow ° on pret] 178 Ge 2 ow = @ um final,Se "To 66] 26b- Ue No al on es O- apo ow . a) oan nt No at i aoordeal °° . . on. ee ee ° OAs. v4 22 Ore boSe- sf 0°OH aN eal aor od "0 8°6 oO} 6°EL ot T°Sé 070 O°eS"LS 6°2 9°7-FT°9L bobaz"62 O°ST-fl0°ST b°oRT Te 2°GeH6SI eol- ELUESLI 61g lzZit- EcTHecI- Selyset- ”anow a Hn an H w eed = 4 a at [4 vA Pal = » a a < y a wo & ZO zo ZO [ss] Oo un hi iit io fons] ov (>) ae ota) om mney 727.7 20MVAR CAP @ TEELAND. 1S59MW INTO HLS. 2:31 HLS GEN=75MW.WIN LOAD. NEW SVC @ SUB X&Y &NENANA. FEB 10 1994 11 FIMP-159. |LINE OUT. THU,TOWER PECRROLOSIES,,Luc© | | | | | | | | MUSK TAP 210 ZEHNDERSMS735=23.2)/19.4 =19,2{|2°° 3 ye-4 -3.2 2,999,HAMILTON ner 117see:(3.2/|-3.1 8.2 6)*2.6[[-1.7 1.6][-14.3 cee =4.2 ©<¥o.996 2 e§09 7©.2)9.994 -i14.5 ey <o.c 0.997 -229.C !0.996 114.4 244.5 CHEN TAP y+13 UOF A UNIV AVE fer 5-14.7)[22.9 739 oi oftt?4.6 St -7,ail7.5 -c.c >-4llo,996 2.009 244.5 "213.7 0.996 -114.5 "leo INTRNATL Tin 2.034114rt=213.9-_-_-___-_-__ ao ohn DEGER RD 1.002 115 ii4.c™N2.0211 al?=|"SOLD HEIL sls _-213.6 ata a)G02 wlen $.SIDE a|%1.600NTNc.0 {(z1s8 mle =L14.1lm-33.9 |=mpdaia-0.zs2.c.8 'S)>Pilear S.FAIRB FT.WAIN . 2i44-1 116 205 SOLD HILL Al®YY 9.991 3.2 3.2||-1.6 226)/14.8 FORT W.490 ata -110.8 ole -3.n a ane 5.514.2 12 sy alt sug xX Win al”1.001 tadPtela301TIPRS=i14.1 19.2 'im Kral fod Ba it3.5 1 ESTER 0,988,Boe MAIN390-109.FT.W TAD-o =31.3 126 'aye lo 4.1 apo \4S -24.6 |re -6.2)1.003 7114.1 3anGcRr Te 122gloalm1.000 +300 =ja SSNENANA1 oe 2.0 tins [=380 =IT_slS -$1.9 =112.5 slo alsaymlerie Sls TIS BROCK TP c ©-_1 -S-S-_ Qo |%1.922 aAho91.5 HWY PARK SI7 2207rhe Slo Qa >om wn .ombeHEALY=Aes N.POLE ol”TIT coler >.al|Y=N.POLE $F |0.994.S -i16.1 HEALYSVC a.2.102 -16.6 z 8 (7)n 368 23975 =1.0 0.0 CANTWELL S]2 0.999360{7 -59.6 x4 0.0 @olsre0.0 =|*712 -©6.998 J 0.978 @ |w -113.0 -143.8 a=). olN Im 1,010altTIT-24.9DEELAND TEELAND 2305”:9968 AWSONsuaYa4els1.000 =60.5 Ig o 36 att ola -48.9 3.2 Clnl Sod IN ed Ws "To.2BoUGEAsels1,021f=154 23el-25-142.0 a 1r4fl-118 222 aan ie 3.8]/-60.4 Js 0.973 >.000 978-9 0.984 31.9 -24.5 -18.1 Nay FIMP-150.WIN LOAD.HLS GEN=75MW.150MW INTO HLS.HLS-SUB X 10Q%_RATEA LINE OUT.NEW SVC @ SUB X&Y &NENANA.ccMVAR CAP @ TEELAND.Q.950UV 1.050 OVxtemeorestTHU,FEB 10 1994 11:33 KV:<69 ,€138 ,€230 HLS-SUB X @ La aN moy moe ao ae . ad 4 4 * & vane ne: cs ' fe 67E> 'S- payee ° x oO river en |Pe Dee ea ° an : n scat 6°él iQt- t°é- an : 3&e am an ree S) TAOWW 14 e [+4 x a = on 6966 z iC) ie) ro ° an on ne an ES a an Ro fe ole oF z i " M clo ofo C! 4 < 7) $ wt a 8 an®wo}00 85 aeMe Wy 4 ae PS at a 3 ® fecaltaal rt] ZN aa ohtad ary ee alo ois aw fo a . io] qe a op ats a no a. on on ali ° el ao oO: N. 1 a f 2O OA on an ta AN uN Ze ol al al z @s4wv \fe-0ew < L°0- 0°O {o°oy a wo est jfo-z24} "hn ale fe 'ea . . 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T°Le ea Ute 070 / win 6°19°Lb bo B°9--HS°ES 6"7ya°tz U°ST-HL ST T°L-HLez Bn 2° SERORL- yraioe 991Bcb6- repse: 9°9689°96- wnTo) ) 4 foto) H re tot bso < a ol (4 4 > = Fe Q ta a ie) wo Ho ZO =O ZO fa] 00 na ido ie ao Do or an 2a me om an 721.2 20MVAR CAP @ TEELAND. 140MW INTO HLS.HLS GEN=75MW. 33 NEW SVC @ SUB X&Y &NENANA. WIN LOAD. 11FEB101994THU, Nap FIMP-140.LINE OUT. PowrR TECHWOLOGIED.| Inc.© ISK TAP RA 1 ,£138 »8230 9 KV:£69 "13.9 "<1,000 -18.3 as.ollj wn or oa oO. QO oie CIN oOo Oo fed) on an ead rel al . z3 torr nn nF : aa Ub- e°s- eo el ee orut \*|O°tt- z°e- a iw = z o Fa} p % p95 ZIV Ld & & < 6966 rs) men [4 i Ou = ") on = Bn Bu "oe a0|” 23 un an mn zo ojo Re AN wl tat age Or IN pie 'ja z ofo = H i* S ta a a ania oO. fo) ny z on Ofa On a 5 4 LaoO nis at s ne zo °et cal ZN LA a n ale a aed fd a) oO ale wlo og Nl a N: I ' oe ole eal Lie Zz IorfWw)8°02-| s t*t- 070 inte=VEY a no st as ai fe oo. I]-4 oon Oo bt teal wd re) ala v ; stew . es eal '|e Qn I ?aaie Ot 4a - S|” or a @ "et- > ' a? Zz < 4 8°e- a) < ne > rgZ wu Zo es a q°81 rae) Tet 7 a nN at no fawyBs Be be WwW on OF cal Fee "E ott ° eal ” _ vv One> Caycloofo 6°¢ a $*8t 4 Ps] cbs"62 8Oy e 9 zee 6t- 9° an© FA "TL 0€ Os Q ! om x bd oe > uo i) L°£9- al mn Za uw On m0 » tad Lied Do DO 4 uet - ae ae mulz1- <2 . mm 4]ge ©a "a <ae Ort on JoOB ro 7! ° oal > or Cad -- a con on i y om ” a9t- 0°0€- cl @te- €€9 | oa erb b*0- T Ss aa) 5 "CPL ied °° 0 "| ps2 0 aw at "oO ol L°Le0°O 6°26 @°6E G°e-9e°sSb B°ORz LT €°bT-H2° oT L°6-18"9T PHOETH yor one eS1a8"08- ep 9°28H9* 28 4a [4 g be) = bal 7) < re) o Ho ZO LO Zo ) Qo ann ala it two fo} a wae ao ne on wn HLS-SUB X130MWINTOHLS.HLS GEN=75MW. NEW Svc @ SUB X&Y &NENANA. 34 WIN LOAD. FEB 10 1994 FIMP=-130. 20MVAR CAP @ TEELAND. 11 LINE OUT. {THU,POWER TECEROLOBIES inc @ TAPMUSK 20.1 |935 or: Pathol NN NO QO-8 Oo. Oo Oo- aor om CI ram or or t t ' oA| al ad ad z etheee nee ate 03 Gea °S- e°onc el "Zz ° awn 4 coral ZUl-] utt- =o ° Zz a a a % Ts] Ce N fo) < & & 4 at ZHOWW Ld te & < bd 6966 ro " hi4 a => wae 0 =, a. Ba me 25 4 HN aN aN zo colo olo 22 It fut ge mae =n A ade y* oO] z N ajo oO 3 a : ge 3 s * Ww WwW csalsGe =f anani Ae | lam ola bat al Zn ae cf Ba ety 3)od wl ompo aye '|e"- [>] |e on olr Tht a elo Oo. on i a} ° rt ow vn: ' 4 1 " on a ot ort ze "i z Oesefw|s-o2-fWw nw < grt {0of- or o evel )ytd i i aw ER Y Oy Flo ” QO. in ( aor wy [a SE) is eet | on 4d. 1°0 of CA Oo; ols fot -_-_-_- mit ow eye > "tl mie i} ™ z Oe at 3 ON He) > ' wn Z bl Hea 22 io)ala uystthin dletae un 0°6-115°S ' 4.2 i e Binalo% < . . an th: o Fs [°S2 ow Vv jo a x . av a alo ied on $°95 . > 1 Mad - DO re alo = an 0 wld |e°t- ne vet €°6b- oO +WN om ne O- HN an oo Oo om om uy ol NO al aeowoO 1°849° 9T- 2,18°b2- al 6° O10" B¢c- sy nos on e"b b°0- L°0- s° 2°38 mlb°Se- ne 0°0 ay al ow om + 9°8 el "62 at 6°9T 00°C f O°THESe L°St 6°6-96 "8E 6°O-FTET L°2t-He*2t 9°TI-ff0°Tt @*Stoct- yraa GETES"L9- meee 6°69][6° 69- aNde iS] et or H a oth food ce i) ott % Z Fl = > Q ul < ie) 4 HO Pao) Oo Zo a ° aH ia uit ao oh) © we an ma um an x" °aa "nH 1tJUY)fx]Aobao2chyTmo2z8Q e" Ng24giwh2al%>]wOsapmw*@ayHnasaN\app w-|F IMP-120.LINE OUT. Power 234FEB10199411THU,TECHBOLOSIES.| inc © MUSK TAP GMS [ZEHNDER135 14,9l112.6 -12.5 aad ed -7.7 1.018 -66.2 CHENA SHENA 216 4.5{|-2.9 ©3.30.7 0.0]3s ©Q.0}7 "Ss 1.008 aS__|lo.0 )0.0W 1,013 766.7 ae ve Wo.0 -69.1 1.008 -66, 96.6 CHEN TAP |113 U_OF A UNIV AVE s flo. -9.6{18.0 150 |__o.off 2.6)2 0.0 @) "827-8 Yo -0.0)0.7|/1.0c8 1.018 96.6 66.2 1.008 :-66.6 | ao INTRNATL gi 1.014114tlt-66.3 ly ale lo |PEGER RD 1.011we11566.4 1.020 =|""|%GOLD HIL a|n wo"66.1 2 Tie 402 npn S.SIDE WS 1,009 <)=0.0 {(2is al?66.4|ahs -34.4 |als v4 -0.0 alePa0.0 ne 3 1.049 S.FAIRB FT.WAIN -$6.5 116 205 SOLD HIL ,,]@ "KY 0.996 3.9 3.9/}1.2 =1.2116.7 FORT W.400 mia -64.3 ala w -2.3 #238 3.6)/0.6 121 SIS fa Baal SUB X Whe al®1.009 1.009 \ a ola 30,UP Sh -66.4 -66.4 15.8 \ Lm tart Wie 1ee"4-7 |ESTER 0,995 wale FT.WAIN --_ 'FT.W TAP 1.010 <[=34.9 -34.8 120 |66.6 Ta sup x.YX"-h3 ho 13.7 ae3001.0000 -65.3 4 -21.3 wie oe GT icba <0.50 1.010 7" alr 'el+66.5 BapGR TP 1.005 °'1 122 "67.7mes%'vo --- NENANA mice]:1.000 i 1.001 le an380- ft olw -S0.1 1 -65.5 MIN rail oe f "vt alt all Dal }|wW3 \BROCK TP 2.005 1 125 68.112\------- i Sim 1.012 I 4.000 ba |nl 57.9 Ala -58.9 \HWY PARK TIN 2.59052071{o 68.51 N Sar my !a HEALY se wl os ns !1.920 ola 370 hy te v7 !=33.9 N.POLE 'al 7Ldamioye=|<lo ale N.POLE 3 a '209 |'1.004 Ss -68.4 weatysve "1.045 =13.5/"<|lo.o oI”368 63.9 1.2 0.0|CANTWELL i]t 1,013 fs ofr360wft-30.0 o}2 ole 4 0.0 2)AT 1 're 0.0win-©1.001 0.982 r -ola 765-9 96.5|SS Se 95982 <em ge =wo}o DAWSONSUBYalels1.000 -30.3 J§ 36 wl lt =24.7 23.8 Oi he - '2 3DOUGLASele1,020H=97.9 Seelt-13.29-46 x 56.311-59.8 60.6 &|-8.34[7.6 =6.4|[-30.3 Js 0.993 1.000 prl7-5 0.995 -16.5 -12.8 -3.6 FIMP-110.WIN LOAD.HLS GEN=75MW.120MW INTO HLS.HLS-SUB X 100%_RATEA [LINE OUT.NEW SVC @ SUB X&Y &NENANA.20MVAR CAP @ TEELAND. KV:£690.950UV 1,050 ov£138 -2304{THU,FEB 10 1994 11:36 VAR REQUIREMENTS AS A FUNCTION OF HEALY IMPORT (@ 138KV) WITH HEALY OUTPUT =25MW (SYSTEM CONDITION AFTER LOSS OF HEALY 2) SVC OUTPUT (MVAR)! CASE 3 COMMENTSNUMBER|GOLD H.|SUB X |NENANA |HEALY |SUB Y |TEELAND HIMP149N $15.4 |442.1 +11.9 |423.4 |498.6 +40.9 |Same as Case WN1HFO1M shown in Table 3A.Healy &Teeland SVCs at capacitive limit. Criteria violated at Douglas. HIMP-1493 415.4 |+44.3 415.3 423.0 |+96.3 +39.8 |Healy &Teeland SVCs at capacitive limit.Criteria violated at Douglas &Teeland 230 kV. HIMP-140°+13.2 |+37.4 +11.3 +23.3 |+73.3 +41.7 |Healy &Teeland SVCs at capacitive limit.Criteria violated at Douglas. HIMP-1303 +10.7 |+30.7 +8.0 +216 |+53.2 +43.1 |Teeland SVC at capacitive limit.Criteria met. HIMP-120 +8.3 |+25.2 +6.5 +16.1 |+39.4 +40.7 HIMP-110°+6.1 |+20.0 +5.1 +11.1 |+29.7 +31.2 HIMP-100 +3.9 |+14.9 +3.8 +6.7.|+21.0 +23.8 TABLE 6 "+"indicates capacitive and "-"indicates inductive Includes additional shunt capacitor output at SVC location Assumes that under steady-state contingency conditions that susceptance limiter on the Sub Y SVC would limit its output such that the voltage at the regulated bus would drop to 1.0 per unit TAPMUSK =3 1mChet . ot 2 os o8 ee eer oem loa) ae O'b- ne the Bl I" a 6 aafi @- ZIOWH Ld nm ow x on 6966 H = iv] uv an x To} an oO ag od BN aN a. alo ofo 8 Ae bord Met fo.) |e +e ot bd ofo ofo 4 = < N =z as a "wn 0 ajo ou bYbe04 HO 1a tos wt «© in Of+ ols rl bo fo) No ad Gn of aray aie [-o]a) NI a nie a Fi Q©) vie mo re) Po) eel am won v4 co) oo) am @s @s yt a i On no Ow an Seal "1 oom Lo)To) o1o 2&8 al ot el . +} oo Nn olo ole z i)o-of "w yprsr v . > z a” aha "* < 2"0 oro |. anYYom YY oom ean Ort 2 wo 27Bl s"tz i 5 om - or ow 4 4 ta my HO wv 0°90 wy bt alm ont oot sad ett a ™ fu™N I? ri et or ott fh in |i 1 - wo OPN OF wer Coho ond . 4 wp aye . Mee ainal ' at a a "he wfea fo ' ' arb a. 7b SS wll ae [2] oe 2°61- > £61 wr ' OQet < "|vs "pe C 4 ro a” > aei* a Qn HIN void bel tho Oet Bs Gt bees tet eet Jed a ON eal => na ola i) res + w © Ones vet 4 mos ' Lal m nn oo fies on no Nea ae . tet VY ue Oe Coe od ON eel <> eet 1 af on < ott al oan = i) wet alo ola ioi) | al fe oo,w "cL . CWO OO pee e-€ G't u ZU- lore Lre-Jvrez- og 4 (\ r 270 a Bela Se << aLoe oO 85 an of FA "Teer ao 19) ea x bed an > Pe er oo ar ta L797 QQ wn apn < Bet on oo mo bal 'ols ke 4 bane Lilet -_ no Do 4 apo om: Quet -;- un am 43 7 2. cA nm . Fie Gee Ww moe @Q-23 ---- zm nN co ) (re) 4 ws 1O mam 070 Mm- aA ° Ail =x *Ol* og an TAN Los bald Ol ston ae We oq Ors --S- a M Ole pap Aw Ne set No Hn ott ( Or on y Oo > ort om ols ow eal Ns eal oat eaet L} Onwet 9°bETI-nha2 9°ST- al ZOU oe= sls -|oO. . "n- * nt So Co)8ud8uv oo G486H ne 2» 0 "4 b°S2- 30 0°oh Ou et no vet © 6°9 al 6°tT ol S*6l 0-0 win evutet z°9T S°0T-§0"22 6°2T-§S6E 6°ST-#8°ST 0°9TH9" 28 ro CSET cL- rr coe 9° OSRoel- eye SSTMSST- re) ce) + a = < tl] a Zz bal = » a iS) 3 Hn no HO- ZO gO ZO a oa aan tO ac LAD Dw ow an am =m om an 24oO[x]vf)akm3)Nnidome)SaakWoOn1%«taEasnNw2Axopnnoa”Te«"OdaiOoHEDwaermKo)aoaba<rStfeawGunHOGi«ft.Hi MUSK TAP 210 ZEHNDERGMS 135 -29.5/]15.3 -15.24)79° -6.8|[5.6 =3.6 1.018 -122.3 CHENA StgNa 226 7.4)[=13.2 ©0.0 2.43.9 o.0].¢ ©o.olf "<1.909 NR af 0.9 @D-S)4.995 222.9 Ae 0.0 127.7 1 +009 152.9 CHEN TAP U_OF A UNIV AVE s_flo.o-10 aly.s 30 fl -o.off?s.0/ee yo.0 @ -4,6|)3.7 yo -0.cy 2.6lla 009 1.018 "152.9 122.3 1.009 122.9 Ne INTRNATL wi 1.016114tlt-122.4 -> worn ale PEGER RD 1.915 115 "122.4wnN 2,920 al%o{2 SOLD HIL mM-122.2 =o mir 402 me $.SIDE al%1.014=]9.0 |(215 =7122.5 ole 33.4 |aire) TT -0.0 S) | S "8-0 a S.FAIRB FT.WAINJ1.033 :508 . risa?116 205 GOLD HIL {IN YY 1.016 9.4 -0.4)/-4.8 4.81120.6 FORT WwW. 400 ml -i20.0 < -4.7 4.7|[-7.5 7.5|[6.8 12n ae bard tas SUBxX TIN LIM 1.016 1.017 \ale wis 301 alo ale 122.3 122.4 17.8 ' Swed Coe -1 i (alo 4.0 1 ESTER 1.015 cles FT.WAIN 390 i19.4 1 FT.W TAP ' "Is 61.6 "61,5 120 s/s sup x.VXY 945 020 70.5 a]o 1 300 __1.Ccboo -120.2 3S 43.2 ale ST ce bed ss "10.3 a,019 7! a be ele ole 122.4 sancr Te Pe ee Ps !122 NENANA lS Sf.4 1,020 1.019 S|%a380HITof-112.5 @ -120.5 w/o a)e=!mT WH pad :BROCK TP '@ 125 o (2%1,012 c]2 0.000 awho 124.5 slo 6.0 HWY PARK |"--T 207 it ao r 'N(O =s me ' le oll atHEALY:"|:i.aa370alt"9 i aly =i00.6 sigh OLE cai a Pt)Pa fl alt*'lec N.POLE +The at 209 >|Lote i;-124°2 HEALYSVG Aa 1.099 =18.2 <|[o.0 n 368 oy _=-130.7 =1.4 0.0 CANTWELL NIQ 0.985 e|je 99360alt 89.4 alo ol as __||0.0 @)-S-S-S-_=_N omayntS<0.0 Wa -©1.017 V 0.996-_-a 121.0 "151.8 oo elo 3/2 0,975 ; olf Pls 36.9 !TEELAND >.TEELAND Lat N 968 LAWSONSUBYAlesols21.000 86.4 Jc A 36 oS ola -74.4 11.1 4 wt - 7ze=|an 7 2DOUGLASa20.973%2201 24!alt 36.80=13.5 z162H'=165 173 ;5 S2)n7-%20.3i/-86.4 J¢4 0.907 0.953 §-9-2 b 0.949 47.9 -36.1 26.2 N ap HIMP-149.WIN LOAD.HLS GEN=25MW AFTER LOSS OF HLS2.149MW 10Q%_RATEA -HLS IMPORT.NEW SVC @ SUB X&Y &NENANA.20MVAR CAP @ TEELAND Q.950UV 1.050 C¥ Tees THU,FEB 10 1994 14:35 KV:s69 ,€138 ,€2350 MUSK TAP 14:37 HLS IMPORT.NEW SVC @ SUB X&Y &NENANA.20MVAR CAP @ TEELAND 4THU,FEB 10 1994 KV:£69 -£138 7 £230 aus 110 ZEHNDER SM .200135=12.0}/14.%14.1 mee7iae 4.6 1.019"iil.g SHENA HAMILTON SHENA 6.7-12.2 22.1{)127 C.e 1.2||-3.9 3.©o.0l]os©os 1.010%"i 2.0 (7)0.0 1 90g 212.5 Sir "e |f0.0 i16.9 !1.010 °142.5 CHEN TAP U OF A UNIV AVE Ss 0.0s.ale-«180 cof???ae x52)=3.813.0 yo -0.0f 2.4ils lorJ1.019 =142.5 -111.9 t.010 -112.5 WIS INTRNATL gl 1.017114t}t "112.0 -- slo ala PEGER RD 1.016 o 115 -112.0 1.020 |:at es GOLD HIL le-111.8 Ea)ale 402 me S.SIDE (%1.015 [=2.0 |(215 =-112.1mlK-33.3 |a= w -0,0 als 2.=20.1 TI! STH os 932 S.FAIRB FT.WAIN . 219371 116 205 GOLD HIL JN se 2.016 0.6 -0.6/| 4.2 4.23118 .9 FORT wW 400 ofa -109.8 m -5.0 i |e 7.44/6.6 121 =|"5 SUBxX 7%3/2 1.016 1,018 !afin wafer 301 mio wo -112.0 -112.0 17.3 ' wl [al 11f=|= 4.3 1 ae 283%au 2 !- .FT.W TAP 1.019 =o 58.1 -58.1 120 to =112.1 q]a suB x."XY -9..920 0.6 a7 ;300 1.9000 =110.0 2S -40.4 mle SF nee Gee'bet s -9.7)1.019 " wala Ala ol -112.0 BADGR TP 1.01 =yr ays ”122 -i1313™N id faa)oles == NENANA alS e}y 1.920 1.019 a hn ap380o li ofa -101.8 Q)-110.3 SI?NheBnCon] myn al ba BROCK TP 1.0137%®125 -113.7 o i%1.01 S32 9.000ala-115.5 olo 9.9 HWY PARK ov 1.014 H tf =114.0 ad -1 Aye=|-3 al a2 1.016 |eHEALYwe ; 370 io nin kd 81.5 Nz grout aja 7 =A aim 2.(|al?=I cle N.POLE 5 a 7 20 1.014 4 -i13.9 HEALYSVC Af,1.105 =17.6 "<|[o.9co)368 ke =i2177 -i.1 0.0 gggrest_fh 9509)Je a gleeatlbol.o]Oo O}W >2. oo.v S "2 |fo.0 2 bl Bd -©)1.018 0.997 -a J]qi10.141.6 ole ae 0,997olfTle-33.7temo.ype 12 mn DAWSON SUB Y s|%ofA 1.000 -80.2_J/¢ 36 -{ Pie -67.2 9.4 wir ba =i we ]DOUGLAS ole 0,995-190 23ftalt-33-7 =5.5 x15if'-154 160 &aan ie 16.8-80.2 JI¢ 0.932 0,974 Yr?-4 0.963 43.4 -33.0 24, HIMP-140.WIN LOAD.HLS GEN=25MW AFTER LOSS OF HLS2.140MW 100%_RATEA MUSK TAP cms 110 ZEHNDER 135 -16.3)[12.8 -12.7{)29° "443-8 -3.5 1.019 -i0i.9 CHENA HAMILTON ASHENA2166.0]/-10.8 10,9/)1+?0.0 1.0|/--4.0 4.011-16.9©0.0]o¢-6.3oO?<1.012,5 pf -1|0..9 <2)0.0 1.012 7102.4 elo re 0.0 1.014106.4 $1.012 "102.3 132.4 CHEN TAP U OFA UNIV AVE -s flo.oesls.s 150 f|___oof}?4.22 33-2)=2.9|(2.2 J -0.0Y T.3lha.o12 1.019 -132.4 -101.9 1.012 102.4 KIN INTRNATL l,i 1.017 114 4IT -i02.0 No alo PEGER RD 1.017 -115 -102.0 1.020 lz "1%GOLD HIL ale-101.8 af als 402 alt 8.SIDE bed 1.016=]0.90 |(215 ao -102.1 wie -33.1 oln NTT *. '-0.0 mua>722.4 ©)v|! 3st}1 030 S.FAIRB FT.WAIN . 393%q 116 205 GOLD HIL {IN VEY 1.016 2.9 =0.9)1-3.5 3.5)|17.0 FORT WwW.400 on -100.0 o -5.2 5.2\|-7.5 7.4il6.4 121 as ays SUBX WS Ale 1.017 V 1.019 1=| <wien 301 ale ahs 102.0 -102.0 16.8 1Wied «if'9/2 4.7 1 ESTER 1,916 tr pag MAINwee,799-4 !FT.W TAP 1.02"y=54,3 -54,3 120 |-i02:ein susp x."XY -k-.O20 1.8 ==i 300.1.0p00 -i00.1 aS 37.3 ele ofm on}wo ol -9.1 1.020 7"! vis c[k ols 102.0 gape6R TP 1.015 N t 122 7103.3i]ohn =-=-=_NENANA 13 ele 1.020 1.019 4 ape380ottSlo-92.4 @ -100.4 slo ale='a aamio a ba BROCK TP 1.01 1 ®125 -103.1 =-_-_ oO -|"1,012 elo 9.000 @ales-106.9 clo 0.0 HWY PARK o|%1.01207tte-id4. nan -\NR"is rR 'Sle 1.020 clesHEALY..A hee .370 Sin MP 'aly 92.9 N.POLE al TIT210aei=N.POLE = ny ln 209!1.015oS-io3.a HEALYSVC , XA 1.101 =16.9 <jlo.o ()368 -li _.-113.2 0.7 0.0 1 CANTWELL SIS 0.997 a]ols360cett73.4 ole olin 4 0.0 @)Se '?re 0.0 as on -(S 1.018 0.998'Oke ©J] i00-8 -i31.6 soln cle 1.014altTic30.6ewegee veWwSUB¥zie of”1.000 =73.7_Jg DAWSON 36 mde 3/3 -60.5 =8.0-Poa Loda|> is -=rw Ta 3DOUGLASels1.013f=178 23ah,730.6 1.2 g 139}]-142 147 &eye 13.9-73,7 Js 0.954 0.992 J-5-9 0.974 -39.2 30.0 -22.1 N arr HIMP-130.WIN LOAD.HLS GEN=25MW AFTER LOSS OF HLS2.130MW 10Q0%_RATEA x HLS IMPORT.NEW SVC @ SUB X&Y &NENANA.20MVAR CAP @ TEELAND Q.950UV 1.059 OV7 Tree THU,FEB 10 1994 14:39 KV:£69 ,£138 ,£230 MUSK TAP 110 ZEHNDERGMS 135 csselasg -11.4{)?°° 73-2123 -2.4 1.019 -93.1 CHENA SHENA 216 5.3||-9.6 0.0 0.9([-4.4©)0.0l]o¢©-34 8 1.013.4%oS 9.9 (7)0.0 1.915 93.6 =/-"S |[0.0 -97.1 '1.013 123.5 CHEN TAP U OF A UNIV AVE Ks 0.9_ssls.3 1S0flo of22 3.7/2 _]fo.0 <2)-2,0}1.4 al -0.0]Lolita 013 1.019 7123.5 -93.0 1.013 -93.5 foe) INTRNATL }5 1.01814ttt=93.1 oN alo i PEGER RD 1.018 -115 93.2 1.020 «|ae GOLD HIL als93.0 10 isla 2 2 i S$.SIDE <|%1.017=]-0.0 |(215 mln -93.2Nn-33.0 |IN 1!-0.0 ols 2.=24.7 vy! TH 1.028 S.FAIRB FT.WAIN . sigs 2 116 205 GOLD HIL |"VEY 1.017 1.1 =i.ilis2.8 2.8)15.2 FORT W 400 capes -91.4 .-5.5 eae 7.46.1 i21 Wc a SUBX @I™GIN 1.018 1.020 1 ola ala 301 ale Alin -93.1 93.2 16.3 | WOhet ot i] t t os -5.1 1 ESTER 1,927 x7 fT.WAIN -90.FT.W TAP 1.021syle50.4 -50.4 120 1 =3303 gis sup x."XY -4-.920 3.0 A]- '300 1.0000 -91.4 aS -34.1 vol ab als ety ss -8.5 1,021 ! Wa gye els -93.2 BADGR TP 1,926wn'on -=-=----.NENANA a 1.020 2 ol380-@ =31.7 sIo als ae &BROCK TP 1,016 1 125 -94.8 -------_-_ ™1,012 2/2 =09.000 2 = 99.4 olo QO.HWY PARK OJ™2.017rT207rie95.2 -1 NINNesbe'a tat 1.020 alesHEALY: HEA in we ete -75.4 Ne POLE a TToj2oj-a f |T.Gi N.POLE + BS td 209 |1.017 of -35.0 HEALYSVC -16.2 g 0 __()”368 =0.3 0.0 CANTWELL Q/%1.000360"It =66.7 ¢lo.o Nm re 0.0 2 git ls -S .018 0.998 :on 92.1 -122.9 On oly Sie 72573aaa ane 2 -DAWSON suB Y Sle o|s 1.000 67.5_JS 36 in OL sia -54.8 "4.4 .=r[t .als =ij 2 2DOUGLASsolo1,021 N2167 2solf-27.983.7 a 1271-132 135 &aan ie 10.7H-67.5 Js 0.966 1.000 p-&-3 0.981 35.6 -27.3 20.2 Nane HIMP-120.WIN LOAD.HLS GEN=25MW AFTER LOSS OF HLS2.120MW 10Q0%_RATEAaoHLSIMPORT.NEW SVC @ SUB X&Y &NENANA.20MVAR CAP @ TEELAND Q-9500V 1.050 ovrecsTHU,FEB 10 1994 14:40 KV:£69 ,€138 ,€230 MUSK TAP 1190 ZEHNDERGMS 135 sszaho.s -10.1{)79° =Z.0(/1.3 i.4 1.919 34.9 CHENA HAMILTON aysCHENA264.6||-8.3 a.3f|++? ©0.0 2.74.2 4.2-13.2 0.ol|os =5.9 ©<<1.018 7%»s__||o.0 <I)O-CY 101g 85.4 NIG "S 7f0.0 1.017 38.5 i 1.01 85.3 -115.4 CHEN TAP U_OF A UNIV AVE ie 9.9 _)eel 6 iso |-o.of??3.3 re 0.90 2aanleneJo=o.of 2.0]f3 935 1,019 7iis.4 84.9 1.015 85.4 vole INTRNATL SiS 1.018114tha-85.0 -- alm alo ' 1.019 85.1Flowl1.020 Hie it 84.9 Bik sis S$.SIDE a 1.018=l-215 ales 485.1 ales NS aa bt oe i oe 4 Ty! 3 T tore $3.FAIRB FT.WAIN . 43988,|116 205 GOLD HIL IN VEY 1.017 1.4 =i 4jfm2d 2.1 1/13.2 FORT W. 400 le -33.5 -S.7 a 7.45.9 121 sIs an heed suBx {2 ols 1.019 1.020 \ Sl alo 301 aja alee -85.0 -65.1 15.7 ' wl a i !'ae 5.4 I ESTER 1,917 alo FT.WAIN 83.!FT.W TAP 1.022a46.5 -46.5 120 t -85.2 ele sup x_VXY "4-420 4.2 mls f 300 1.cb00 -83.5 Kx -30.9 wale olan rt tal ojo 4 -7.99 1.022 7! ala rls lo -85.1 ganGr TP 1.018'rs "122 86.3cioratTaaleeESEoCoCcoo---=_ NENANA ala |1.020 1.020 H hae o]a 380 alt ola -76.9 Q)-83.7 als ale--elo a hd ols BROCK TP 1.018|"7 125 786.7 oS a 1.012 elo =9,000 s aie 92.6 solo 0.0 HWY PARK 217 23339 wm -'NO 7 wl \a hae 1.029 aleHEALY1.c aly 370 Sin nine 'ely -68.6 N.POLE of 1 =)el oj-f soy t:"|:N.POLE 5alaeteam)'1.018 aS 86.9 HEALYSVC =}1.062 =13.5 "S j10.9 a 368 "TE _.-98.7 O.L 0.0 CANTWELL)IS 1.003 o|/2 Os360=F -60.6 cla olm aS 0.0 Q)[oO 7 I?re 0.0ewaoaba-©1.019 0.999 -wee 84.2 114.9 2 oT oln ols 1,011olfTT-25.3TEELAND TEELAND 130 "25 61.6 |9968 DAWSON SUB Y 74 ols 1.000 A 36 foal als,-49.8 2.1 MmIN aote - We 3DOUGLASols1.02182156 23alt -25.582.2 x 116]|-120 123 = 767-0 6.4-61.5 Je 0.972 1,000 §-8.5 <<0.984 -32.5 -24.9 18.4 Nap HIMP-110.WIN LOAD.HLS GEN=25MW AFTER LOSS OF HLS2.110MW 100%_RATEA|}---|HLS IMPORT.NEW SVC @ SUB X&Y &NENANA.20MVAR CAP @ TEELAND |2:9500V 1.0300V[rEcigocesres THU,FEB 10 1994 14:50 KV:£69 ,6138 ,6230 MUSK TAP 110 THU,FEB 10 1994 14:50 HLS IMPORT.NEW SVC @ SUB X&Y &NENANA.20MVAR CAP @ TEELAND Q.950UV 1.059OVSereSe: KV:£69 ,€138 ,#235 ZEHNDERGMS 135 -11.118.7 3.7f)29° "819-3 -0.4 1.019 -77.0 TENA HAMILTON CHENA 3.9|-7.1 7.aff 72? 0.0 0.6|/ 4.3 4.3{|-11,2©0.0].¢=5.8 ©3 1.016 "YS ys__llo.0 )0.0 y.021 --77-4 [9 "s Y9.0 1.018 -80.1 t 1.016 37.4 107.4 CHEN TAP U OFA UNIV AVE s flo.sales iso 0.0/2?2.8 ed 0.0 @)-0.34/-0.1 -0.0f 0.8lly o16 1.020 -107.4 -77.0 1.016 77.4 nN INTRNATL «|1.0194i}o 77.1 SSSc+]Tae)sla 1 PEGER RD 1.019 - 115 77.1 1.020 be ™/"GOLD HIL NIN-76.9 alo wlo 02 "Ny S.SIDE a\|%2.019ola2.0 |(215 al 77.2oabo 32.8 |omrl!-0.0 wales>,-28.9 ©)TI! 3 S.FAIRB FT.WAIN1.024 13924,116 205 GOLD HIL ,¢I%VEY 1.017 1.6 =i.6)|-1.3 L.3)11.2 FORT W. 400 ala 75.7 -5.9 3.9]/-7.4 7.4|[5.8 121 as att et SUBX SIT AIS 1,020 1.021 ' alo ola 01 Ny Gee Ge)77.1 77.2 15.2 ! wheat qa '"Js 79-8 ESTER 1.017 aye br,WAIN ' 390 -75.3 'FT.W TAP y 2.223aya42.6 =42.5 126 7773Psbadsupx_"RV -4..020 5.2 n|@ i 300 1.cp00 -75.aS -27.7 ala erp win ON re -7.3)1.023 "lt ad bean?)Pd Pt "77.2 BapGR TP 2,2201 = 122 7a.4 NENANA <1.020 1 eye380wnQ) 76.0 zi Ale---e onl aedfaa3To+) als BROCK TP 1.220 t @)125 -7"3.7 ---_-___ o |%1.0212 eo -0.000 =end,786.0 elo 9-9 HWY PARK OI 2.220207eaeee ci =z ' NOodaltii 1.020 alesHEALY::ths : 370 Al?mule 'al?-61.9 N.POLE oT2i0qsitatsaeN.POLE $e aasole209|1.020 y at -79,90upatysve"FS 1.045 =14.7 <j[o.9rw]368 92.0 0.4 0.0 CANTWELL GI 1.005 o]2 ofr,360 en)-54.8 ojn olWw 4 0.0 @)se 7 're 0.0odbe-©)1.019 1.000 -In -76.4 "107.1 SololNGI 1,0042[1722.8TEELAND TEELAND LanQeQoCASONSUBYQSi1.000 =53.7_4S 36 =S -45.0 7.7 =z Uo pal bardco)AG -ijn To yDOUGLASole1,02182145 23eth-23.1 0.9 s 105]|-108 111 5aaioe2.9H-55.6 0.977 1,000 p-10.6 0.986 29.4 22.6 -16.7 HIMP-100.WIN LOAD.HLS GEN=25MW AFTER LOSS OF HLS2.1l00MW 100%_RATEA SYSTEM PERFORMANCE TEST CASES WITH RECOMMENDED COMPENSATION SVC OUTPUT (MVAR)! CASE ;COMMENTSNUMBERGOLDH.|SUB X |NENANA |HEALY |SUB Y |TEELAND TESTO1A +10.7 |+30.7 +8.0 -7.5 |+18.7 +6.8 |System intact.Normal voltage regulation. TESTO1B +29.9 +36.8 +44.5 +18.2 +30.0 +15.9 |Healy-Sub X line out.Lowered voltage set pointatSubX&Nenana. TESTO1B1 |+228 |+49.8 425.33 |+23.2 |+33.4 +17.0 |Healy-Sub X line out.Same as above,but*further lowered voltage set point at Nenana. TESTO1C $11.1 |460.5 0.02 |+23.3 |+21.5 +7.9 |Healy-Gold Hill line out (&Nenana SVC).Normal voltage regulation at Sub X. TESTOI1C1 +21.7 50.02 0.0 +23.2 +22.3 +8.0 Healy-Gold Hill line out (&Nenana SVC). ,50 Mvar susceptance limit on Sub X SVC. TESTO1D 0.0 |+43.7 +7.6 7.3 |418.8 +6.9 |Gold Hill transformer (&SVC)out. TESTO1E +17.8 +37.7 +8.4 -7.6 +18.7 +6.8 Ft.Wainwright transformer (&tertiary capacitors)out. TESTOIF +18.2 +19.4 +13.2 -7.4 +18.7 +6.8 Gold Hill-Sub X line out. TESTO01G +10.7 |+30.7 +8.0 |4216 |+53.3 443.1 |Healy 2 off.Reduced voltage set point at Sub Y. TEST01H +49 +17.2 +4.4 +20.8 +53.3 443.1 All Healy generation off.Reduced voltage set point at Sub Y. TESTO1I1 +10.7 +30.7 +8.0 +21.6 +50.5°449.33 Healy 2 off.Reduced voltage set point at Sub Y..'Teeland capacitor increased to 25 Mvar. TABLE 7 }"+"indicates capacitive and "-"indicates inductive Includes additional shunt capacitor output at SVC location Rea tive size determination at this location based on this case MUSK TAD 220 FAIR FRI,08:18 142MW.SVCS @ SUB X&Y &NENANA.20MVAR CAP @ TEELAND. FEB 11 1994 KV:«69 ,€£138 ,#£230 aus ZEHNDER 235 -26.3ll|12.8 -.z.7j)*°° =4.4/3.5 3.5) 1.029 -68.1 TEENA HAMILTON i2766.oH-10.8 -0.9f]-* 6)2.90 L.ci4.c O/-26.9 |ee |: 2.O =6.3 ©C.0 br.oi2 AYU a 2.c )|c.2 "68.6 S/O ne 2.9 1.014 2.012 68.5 -38.6 CHEN TAP13 emgJOFAUNIV AVE s flo.e Ss sa wae-2 sls.s 280 -soff**?4.2i[<_Yo.c @)| =-2 2 y -o.cy 1.3 Lote : 1.219 -38.6 ( 68.0 +922 ! -68.6 | | ata | INTRNATL Ii 1.017214ae68.1 - No ao PEGER RD L017 Lis =68.2” 1.020 ol 2/%SOLD HIL aie-63.0 ai ein 402 cals 8.SIDE ae 2.216-|N £.9 |(2:5 ale -68.2.._-_-_ale 33.1.]Ol|O +!2.0 ales NED2.i $4 $.FAIRS FT.WAIN 16 205 N a |GOLD HIL |™29 29.3/1=3.5 3.5}117.0 FORT @. 400 oa o 5.2 3 Vie 7.4(16.4 222 a bet i be suB x TIS AIS ..o27 1.019 1aleos301aleabe=68.1 -68.2 16.8 ' Ol ot ' 1 i ole 4.7 j ESTER 1,916 al Gg MATS 390 -65.6 !FT.W TAP F-22920-l=$4.3 -54.3 120 68.3 ns past sup x_VEY 8.S20 +8 alm 1 3990 1.cD00 -66.3 aS.-37.3 ole =)Ga)mp afm re "9.1 1.020 "yt s|s gle ele 68.2 BaDGR TP 1.018 "yey ”122 -69.5ao.<i SSSNENANA {2 e[2 1,020 1.919 io =e380211of@m-58.6 Q)-66.5 219 nwo mia@ "! he ban BROCK TP 1.018 U ®@®125 -69.81L2-_-_ ao ONwi=2.012 ala 2,900 woese73)41 HWY PARK 3(|%16 207 vis =73,2 an 7 Fon]NIwo..alo al”mye aleHEALYqoaS:te 1.020 N370inV9Thalt74901N.POLE al 1G2if|"tNtodka)Opn 2.CJ a "ls N.POLEa"or 209 ?|p 1.015 av aS "70.0 HEALYSVC 0.992 =16_9 <9.0 *368 -79.0 -0.7 0.0 mIN CANTWELL 'j- 1,018 ols ole360alt-43.4 ol slo as 0.0 @)ay tS)t t ©nek 0.0 =i -S 1.018 0.998 ;-= | -67.0 97.8 Oo]¢ Sls ole 0.987°°Li.18.2TEELAND TEELAND 130 BY ole o|™1.020 is 44.6 |9968 DAWSON su Ves 4 : : 36 alt olZ =35.8 22.1 zrIN oles = DOUGLAS =5 OUG:olo 1.020 -124 Se35ol-ie.71.5 c== 83.9/|-87.4 89.2 ay "4313-8 8.11-44.6 0.991 1.900 ¥714-0 0.991 -23.8 18.2 -13.6 TESTO1A.WIN LOAD.HLS GEN=75MW.IMPORTS:HLS =81MW/130MW &100%_RATEA | "+ZEHNDERGMS 235 cals -17,7f)29°vis -8 -6.6 ..9182393.4 CHENA HAMILTON CHENA 21 7,Si-7.3 o.¢f 743 2.3}-2.1©o.0]]o¢ ©O.o}/"<1.007 %]%5S Q.2 (J)0-0 1.906 103.0 = "2 0.0 107.0 1.007 133.0 CHEN TAP UOF A UNIV AVE .150 2 og g.0 2)=23.51/51.9 ||2.0f 4.2 ns 0.076.4115.7 [OO -o-oy 4.314.007 1.018 7233.0 7202.3 1,007 -103.0 So ole INTRNATL TZ]1.014114itd-102.5 --- yn ela PEGER RD 1.012 115 -102.5s-wo 1.020 ale «al™%GOLD HIL ols-102.2 ale ia od 402 NIN S.SIDE |"1.010ma2.9 |(2 ale -102.7ols-34.2 |Pat Ty -0.0 ale2,=4.3 S)TI]! I 1 046 S$.FAIRB FT.WAIN . 4956 116 205 GOLD KIL Im os 1.900 3.2 73.2}}-1.1 1.2/113.4 FORT W.400 mf -99.6 ola wn -3.7 an none §.9|14.4 121 S/S an ie SUB X Sta AIT 2.022 1.012 : ales oy 301 thi nts -102, 102.6 17.6 'ie Cray leo i1ale4.2 1 ESTER 0.997 ie org AIN 390 a -98.2 }fT.W TAP '.013 a7 48.4 48.3 120 i 102.8 WS sup x."XY "3-10 3.0 =300 -.1.cboo -iodl.c ad 32.1 nls >ee he ss -6.1)1,013 7! as 'es 102.6 x3ancR TP 207 7 7 \”122 124.0alo"'1 =NENANA BIS cle 1.000 '1.01 yi al=380 -(7T olS 81.8 'Q@)101.2 lo ale=mre rood Ilwhat vad e tTS'BROCK TP .206 T ®'125 t 3 L] t QoQ COIN ' i%1,012 alt 1.000 !"-als 783-2 sla 784.2 3 HWY PARK 2/®207==,i 207 io 24.7 7 mo t Newolsal™'1.020 So HEALY 4 :a=370 Ll Me bain '-59°2 N.POLE 7 eee inapeasft_=)9hitcleN.POLE 59 |ales "4 20['1.906 oS 104.6 HEALYSVC AXA 3 1.089 =16.1 <0.0 368 .3 -0.5 0.0ain-- CANTWELL Jn 1.015 ene360als52.3 ola aS 0.0 @)a ee '"e 0.0csCo-©1.009 VD 0.988 f @ |e 101.7 =132.4 2 | ols Sle 0.996oLL,-22.0TEELAND TEELAND G2al(ral oO 1 DASUBYeleoe1.020 =53.9 Js AWSCN 36 ati als 43.2 is.1 mpoele -31°Te 2DOUGLASels1.020[[=242 28welt722-4 0.6 Ex 101}{-105 108 £"He 2a3-%-3.9l-53.8 Js 0.984 1,000 pril.2 0.987 28.5 -21.8 -16. arp TESTO1B.WIN LOAD.HLS GEN=75MW.IMPORTS:HLS =81MW/130MW &100%_RATEA na FAIR =142MW.SVCS @ SUB X&Y &NENANA.20MVAR CAP @ TEELAND.Q.9500V 1.059OY|remorse RT,FEB 11 1994 08:30 KV:£69 ,€138 ,€23¢ pe - z are ett 28 Wee eee nee. an cfob- sore el oe” ed 2 vil 6a FOI 9tz- oor a ; z 0 0 «faq 88)© j Fs f ti a ar DIWN Ld 1 x < -_, ao” 6966 Ww K4 o 12) on 5 oO Qn own am at, EN an wn 0 eo oO 1.4 mW burt Mea Mea oN v ais d- ot Zz : AA o|o ojo al << a £ ne a e IN wm wolN Sa a Ww vy 4 HO alt cle 7 2 3 5 ee al at Zn oo =z] rary pe es aie ol oe © ue Q eahin nfo rs wlo A-nre or vt oO atl or a. Ne ' 4 ' oO an On a wa oN oN ole oles ze wl oF eal oe ole z Otuv)}cozvy a ne < L'0- 0°0 {ovo ae ne Ow * Cot 67127] 2 jo ala YYow Qooo 0 )r <|* lo |e ' . rin a atlwr fg 00wie Wyet ye of eal tire ye "alo wlen al Es "4 2 epe oye G°e- -vra oro oS o toSs 1 Loet- > I Q0 . i? at 3 " f) on in tone Oo Zest wT onyeyed < 0” °° vv wr o -cTN fie So mn man m|.@0o Sa teyy oS a0 oo aa 2 new ON eal = eed oad aolurt eal O- mn a nt s(t fje6pOQ "1g : ' Pee bo! | , i ° ofo ofo 5° u°s-|l6"€ Lb a CTUT-}pb9 S*le of _____ eee eee eee eee an (40% ees ie] « . «alee ts) . ie) C) O© z 3acmas ee 84Az2 « 2 bre . O- an cima ae wg *s6 ow v 71 4 x x oT3) >--_ o os a 0lL- eal a mf at Za On M4 m0 » ro & N Hit ea Do DO I ae wo. Qiet no ue SFL bb <o 7 z abel - . xm " finoJ.88 Qos ee ow Ue he wt! on Qh.88 =e Sa ea ' al . + eho oo NN at oSS-= out ral vie ' ot We "glo: . at wt b°90° bI- 2,0°bs- D 9°eth Se- So forte ow e's e°Tt- bree a anQstel) b>se- a (e)Oop- aA "oO * wie ao et om ed wm aL Oo! €°S2 a ble 0°0 aw 8° 12°89 z°9 9° T2-9S°95 O°PTETOT E°L-Ae Lk O°7ye Te Fee 2°StHebt- SbL- seuss OLT Ib' 66- Peepers TOTSTOT- oO”Nw Po | oo H 4 ced x « fa eal [4 Zz ba] = ™ a a) < ie) Wo HO Zo re) Zo =) fore) no io Gir ao Dw os we 2n mm on ag 81MW/130MW -22.2 :HLS = 2COMVAR CAP @ TEELAND. IMPORTS -29.0 HLS GEN=75MW. 55 SVCS @ SUB X&Y &NENANA. WIN LOAD. FAIR =142MW. FEB 11 1994 08 TESTO1B1. FRI, Aw POWER TECRROLOSIES.|ruc@ MUSK TAP 220 tremor}RI,FEB 11 1994 09:28 KV:£69 ,£138 oMs 235 =22.711/9.2 =9.1 5.44.4 -4.5 2.019 -36.6 CHENA HAMILTON CHENA 216 4.8 13.iy 6 0.0 te 3.1][-19.3 C.cil .¢=5.4 ©Q.oj,Ss 1.012 "1%0 i)O-CY 1,012 86.9 TIP 0 .014=90.9 ' 36.8 CHEN TAP |113 UOF A UNIV AVE ; 2.2 1509 cof?La @ ao yo 70.cy 2.3 1.019 86.5 N INTRNATL Wj 2.017tt-86.5 ral aja 1 PEGER RD 1.017 -86.5 2.020 3|=sys SCLD HIL al-86.5 abn wlan 462 vlo S$.SIDE Tle ==2.9 ('\!218 =|4 mle -33.1 ao T 10.0 <|.n 22-9 +!+s.FT.WAIN1,920,i 208 N GOLD HIL |S VEY oz ola -5.8 2.8ii-5.2119.4 FORT W.400 onl -85.2 4.7 yr 2OS.5 lel suBxX TT Si®1.023 L.' 301 wlo alin -36.4 -8 16.4 ' myn "4.5 ' ESTER a|7 ' 390 'FT.W TAP ;$9.3 -58.3 120 L sup x VXY "4.20 3.0 i]a300 1.cb00 94.3 -40.9 ole a=g]°oln -8.0)1.021 "|! ae Id ele -86.4 BADGR TP 122 NENANA 2.019 2 =380 @ -84.6 Ao Cond i BROCK TP @ 125 --> omy alm 1,909 <was -75.5 HWY PARK g|2207tie Sle a NEN HEAL Sen AlN ties =>370.TIT aI5 2eatg N.POLE |S TIT2101i?Cand aed wmlialePOLESt|N }1.016Ss-68.2 HEALYSVC AXA 1.104 =17.3 "sé 2-2 _)el.368 "TE _.-80-6 -0.5 0.0 CANTWELL j]g 1.015 s}2e 9]360 ol -44.6 alo of aS ((2)SS re -0 aye 8 0.998 i -1 115.9 TEE LAND TEELAND 249olein349968DAWSONSUBY<li eo]:1.020 36 oly oln -36.8 IN =lnayn xDOUGLAS-ag 35 127 23=1.2 s 86.2{|-89.7 91.7 =anne eae -7.6 0.990 +.000 0.990 -24.4 -18.7 13.9 N an TESTO01C.WIN LOAD.HLS GEN=75MW.IMPORTS:HLS =81MW/130MW «100%_RATEAFAIR=142MW.SVCS @ SUB X&Y &NENANA.cCMVAR CAP @ TEELAND.0.950GV 1.059 ov |,#23C| HAMILTON 9.9 -i2. -1.0 7.4 2.2 UNIV AVE CHEN TAP 113 2.4 INTRNATL 114 PEGER RD 115 MUSK TAP sol GOLD HIL 81MW/130MW -18.8 :HLS = 20MVAR CAP @ TEELAND. IMPORTS 724.5 229 HLS GEN=75MW. SVvCS @ SUB X&Y &NENANA. WIN LOAD. 09FEB111994 ied vr 1 1 oF i 1 1 & art . eee orb 6°S- graller £ = ow ot G9\fUt|a6 eee <yfeFo aa?e) 7DW & [4 x" & -_== a” 6946 z= 9 Le] ano "Oo an on Pale nea HN aN an z0 ofo OO 4 wa a4 Met =mN y ate "or AA olo ajo as ea! a a ° who ow 4 XYbe4 ol. ols a? a ae ofa ct alt ZN LI ri.) is un eetal an TiO HIN td . foe a) die Nw} a or W rio as AD om v14 fo) al own @. Ne L} ou 1 "2 nD On an at ord od +O ol al ZN : . ate wy yferord < O°I- 0°0- [070 ° 2Lt )"12+bo "ye : a * ° na ES "F oy She a an tw tt owa? es M4 oeb= rho ae rim oO - w ow Qa al oO ' a Zz . al § Cal 4)Wwbe rn Peak TO tae ae ae IN OR mes °8 oil nett ot] c 'alt fJo-0s a 0°0 a"b a eve; °1°09 L°6T(aaan 5a2 Z*e-|[971 Pelie SSTBL"O 9 4,2 9°SJE70E- +o Qu on of. Oo. aM DIM oO aO°b- on v ila x x at an =]> met mop? €S » . Ans DO DO iS] wie "n"n |27b- ae "ye rm ©0°6S ec6b- OnNeowom nwo cat weovroa o*b at 9°ES L's L°t- €°22 On ee Ow 2 0|vse = 0°Of oo or eo. Ts oo al -- =om see eee eee ee u"s sss O° x4 l°€8- aeae6°PENG”pB8- ) a H a =x 4 a] [a4 Zz > Ez » Q tl & re Wo HO Zo gO ZO f ) fore) UH uo ae Co ow og wen an feoilat) oN un FAIR =142MW. TESTOI1C1. FRI,POWER ann MUSK TAP 110 GMs |ZEHNDER|135 -3.9/|0.4 0.4 aa ioe -0.2 1.004 a-69.8 CHENA CHENA fj 216 2.2||-19.3©-o,of 233 -0.6|[-5.6 o.0l]os 6 Q.olf "<1.004 OI%»g-_||0.9 (2)0.0}1,004 69-8 S/H”ne 0.0-73.8 . '1.004 -99.8 CHEN TAP 113 U OF A UNIV AVE oS 0.0 2)4.2||-6.7 70 f__-0.0f 4.2,2 Wo.c3.9-1.6 !"_-o.c]}1-3l]4.004 1,005 99.8 69.7 1.004 -69.48 INTRNATL "J 1.007 114 wl -69.6 aSS-----------_ laDiadales cond i PEGER RD 1.009 115 69.4WtSeGOLDHILsdhal1.005 hae ah-69.7 ala Tit 462 ols S.SIDE ae +.010 '0.9 (Ty!2is Als 69.3 1 0.90'0.9 ole\3e--3.0 ©ne '9.000 S.FAIRB FT.WAIN \3:8 ii 205 nN U . GOLD HIL |%VEY 1.017 =4.9 4.S}{-9.9.3)125.6 FORT W.400 ina)Go '-66.1 ol oo -6.7 °-8-8.8.9/8.1 121 aye as SUBX Wi™w/%2.012 1,014 ' oa[s alu 301 ate fe 69.2 -69.2 15.1 1olenNest!'l e[o -4.8 t ESTER 1.017 she pag TAIN 390 65.5 !FT.W TAP]|1.916mya68.-68.7 120 1 -69.2 o/a suB x_YXY 247020 -2.6 =l= 1 300 1.cb00 66.6 nS -49,9 wl often ona ol s -12.2)1 o16 "|! as slo ofa -69.1 =sapGR TP 2.012ol”oy ars ia 122 -70.3 NENANA IS e]%1.020 1.019 "IS =]=380 wlT ol -58.6 1 66.9 alo olsmdttColelmp SIS BROCK TP 4.012 1 125 -73..6@®@ --> SI 1,012 tN a 000Nie-73.2 Sis 24402 HWY PARK gi 1.514207tf-70.9 an -om Nliaetaltal”ue 1.020 alaHEALY::'le .asl bas!370 =|7 Ne vt aly =49.2 Neh OLE o|™1ojool2flateolaoleN.POLE 3 |o 20' Lae 1.013 at 4 -70.8 HEALYSVC 0.993 =18.6 ns 0.90368-79.1 =1.0 0.0WEN CANTWELL JI 1.018 ofin ols360oly-43.5 olm olo at 0.0 2)-a.=]N H H ©<0.0 sic -S 1.017 0.996 1 -nw yw 67.4 -98.3 2 ol ols oho 0.987slitSIP-ie.3TEELAND TEELAND 239niero)18 -44,7 Ie 9968 DAWSONsuBYalesrops1,020 : 36 oft sls -35.9 22.0 MIN .sis =ot ©2DOUGLASole1,020-124 2s35olfcis'sy=1.5 RE 84 .0l|-87.5 89.4 & "14-3 103-8 -8.1]/-44.7 0.991 1,000 J 13.9 0.990 -23.8 -18.3 -13. Nan,TESTO1D.WIN LOAD.HLS GEN=75MW.IMPORTS:HLS =81MW/130MW «&100%_RATEAmeeFAIR=142MW.SVCS @ SUB X&Y &NENANA.20MVAR CAP @ TEELAND.Q.9500V 1.050 OV TEcny FRI,FEB 11 1994 09:33 KV:£69 ,£138 ,#230 <69KV 81MW/130MW «& -18.3 20MVAR CAP @ TEELAND. HLSIMPORTSHLSGEN=75MW., ao mo? atu oO fd2 a Oo yee dee rn " . at ol 1 z re ov2t- 8 oh . . : 7 "% Can Us- broene el x ° By = > NO te 6°01 |' 9|Tp Ze ts a rs aeHea Opty oyS) 29OWH Ld g 4 4 a => wo 6966 u = 9 te) ns Si Eo) an On Me ao 2 BN iN an zo BQ OO (om Mt Canet Mrt Ort rN A4 ye q+ ot Zz a ojo ojo a a - = ANH a 8 an ate Sa Oubpa4 HOntsclu oO io 3 bwbal mn wie at at ZN ue Nie Ha rit wo i a aie a uy GQ@ ele ce he roy et bal Oo Oa Ow @m. nN: ' ' a 1 72 MO oo I n al tet td oye alo ' 28 ol el ofo olo z \ OrsW jpezce-f Oa aw $ ' 9°0 00 |O°oy won wo . ' ° . o wlo ly "PF 8aF8s8a eg s ow |” sad! le ele da re) <naa eal - or BSww orovin v4 of! ctl cil ra o oe ' thn Wt ware ala wefeom = = ; : . veeleot on olaS "rt S7t- ronsi ive te al? ow a olOo L°6t- 2 "ot ol 'ar 4 a wo > 8°S- ale a "9¢- 1 un abo 80 ze ww S°9¢ be Lea i Det a UN al =o od ajo an ojo ot 4 On t an nvr ON Oa a 8 a" at Se Ss 80 BOww2 Sa Sa Po anSS v 40 UN -eal =P "0"wo oO at alol al nan Pd' cal cad Nnlo nfo L°Le ae ao ofo we! 0°90©) o' oo ojo 32|} o°S-[lz"€ 6°S ¥°02-( a S°Ot-f}e°s S°9¢ ope lt 9° b-89°L $ 0°0 4 OO a ul L1-]6"b- feor- Zz0ef0'0 < Wetez-@) 81, a 9pet vri-Ye"sp- SO Sa 070 QnCla FS sBeezr ov oO 0 [4 =" bad > SS ou er oy €°8 al n ayn Pa Zd ow Qa mo fe fa bhea aa po DO 4 os Oe ue = ver am . . bate bedbr finwf Se aE on C] (anes z°t- 4 me VO ao H wy mom me 0°6S €°6b- ant ot Seo! = olaa2%wm oa edie Lad '| . aa a)aa daAl?TTTt! 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ON ON Lm +O H HO A4 OOl| ol: " naw rhs tt emt caf ead < an tum cI? - ic at rid ty Ne qe t -- wo Clit ow fob) Ea) nue Cyn a . a ala ffo alo °. n . mea aleot cle ov eyo We ye bre- = ° bre -_-,. v on Qa afe O°eI- 2 Orel wa | ar 4 0b- ety ° 1 ta g ae Bin 6°91- a ao On aA 2] ba Med mn DA a IN al =-_-=> H alo " "| a) @ Opo ord Pa o- i an arm on on ii 88 ae ne Sa ee Sa 4 wnyy88 Se Bei ofe 28 =|25 3 ae ON at == on on duo al sie! at aan ay at al alt o[t f2°et ©) on qe be! | 70 ai Ww "- *T=- . hd- ata ole 5 €°O-|!0°T O°b llo°sz ( un €°b-(/B°0 6°9T ope 2t b°9-fe°0z2- 6g«O°O 4 a 0°2- o7ziz70- >Slob9- Pak) bar) "< 4[9°2- 9a Ee Qfeoe- teparoz- $9 3 0°0 on = x 9 am 4 z 1276 50 v 7 o% bed bad . > . oO bo ta 2°0- oo i) n Ps Ze on a4 mo "| fa He da 7 po fore) wt 4 aw Ord -__ aa an <a A 2 ae \o 0°70. aw x an oOo a me mere zm fa rH MN Mm u Oo IX no 070 nwo Oe Sootd = ns) ON x 3 -e WslsaSN 82 Bo alo OB = Salt TT 7! 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FAIR FRI, Awe POWER TECHNOLOGIEG.|ruc @ MUSK TAP 11 0 GMS |ZEHNDER135-26.34112.8 -12,7 *as-%-3.5 1.019 101.4 #AMILTON 6.0||-10.8 10,9{|1376)1.0|[=4.0 4. ©Arr pg 119.0 =102.0 vie <0.0 '1.012 -131.9 CHEN TAP 413 UNIV AVE foo 6-8.5115.9 4.2 re 0.0 C )=2.9112.2 1.3}.012 1,019 7131.9 "102.4 1,012 101.9 an INTRNATL114 i N lanl PEGER RD m 115 1.020 Feed at "UM GOLD HIL cool Coed «"101.ale orn 2 alo)tloo 1.016ittwl].. aN 0.0 |(ale -101.6ot-33.1 |ry!-0.0 >,=22.4 34 1.030 S$.FAIRB FT.WAIN nasi?116 205 GOLD HIL ,,|%hy 1.016 9)1-3.5 3.5)[17.0 FORT W. 400 ala =99,° 2\|-7.5 7.46.4 121 ay N sup xX FIP LIS 1.019 1 of<”301 ml alo -101.5 16.8 t wl +i]I t ola -4.7 1 ESTER 1.016 inl oe NaN 390 98.9 'FT.W TAP ;1.02 as 54.3 120 L701 Sta sup x_YSY 1.8 ts 1 300 1.0000 <4 37.3 solr oles ope ol ve 1.020 "|! sly cfr clo 101.5 sancr TP 1.015 N yee ”122 -102.hoot Pd [ma TF a)-ahoNENANAHISe]e 1.020 1.019 a hale "Te380wltolm92.0 -99.9 a?NI}[aay ott cya sit BROCK TP 1,015V7@125=1037 co] |%1,012 2l2 0.000wie106.4 slo 0.0 HWY PARK gl%9 ..c16=207 tie 103. in wr ! No ol her 'mho wileHEALYDhan!wl Ws als370inoesitWigroteaa]o| ea)fl coltmetoleN.POLE 5 t 1.015 at "103.4 HEALYsvcy}-16.9 <0.0 368 _ 0.0 CANTWELL IS 0.997 QA IN360adOn)-72.9 ola of 4 0.0='re 0.0 2 anThis -©)1.018 V 0,998 o 100.4 -131.17oOolenJe1.022°o 730. EELAND -TEELAND 130wnDAWSONSUBYzeele1.000 =73.7_JS 36 cla olin -60.0 6.1 s71Om.fel oo - io Ta Bs}DOUGLAS ole 178 Ao a}1.0 o35elt-30.514.9 sz 139]]/-142 147 & ao ie 15.5H-73.6 J¢ 0.960 0.999 pr9.4 0,978 -38.9 -29.22. TESTO1I.WIN LOAD.HLS GEN=25MW.=81MW/130MW «&100%_RATEA TECHWOLOGIES,aceus. FRI, FAIR =142MW.SVCS @ SUB X&Y &NENANA.25MVAR FEB 11 1994 11:06 CAP @ TEELAND. KV:£69 0.9500V 1.050 0VeSOS-£138 ,€230 .PURCHASE ORDER GOLDEN VALLEY no:070243 ELECTRIC ASSOCIATION,INC.PAGE:1 0F 2 DATE:02/02/94 BILL TO:PO BOX 71249 SHIPTO:516 ILLINOIS sT FAIRBANKS.AK 99707-1249 FAIRBANKS AK 99701 PHONE:(907)451-5665 FAX:.(907)451-5681 CONFIRMING: "to:TT opate:sf / LAND FIELD SERVICES PO BOX 240147 IMPORTANT:PURCHASE ORDER NUMBER MUST ANCHORAGE,AK 99524 BE INDICATED ON EACH SHIPPING CONTAINER. PACKING LIST,INVOICE,OR CORRESPONDENCE. PACKING LIST MUST ACCOMPANY EACH SHIPMENT ATTENTION:PJ SULLIVAN PRES -A SHIPPING VIA:VENDOR DELIVERY VENDOR ACCT.#PHONE:(907)248-6740 TERMS:NET 30 DAYS FAX:FOB:FAIRBANKS L | ITEM QUANTITY U/M DESCRIPTION UNIT PRICE TOTAL PRICE 1 1 Lot All labor,materials,and logistics to 14267.00 14267.00 perform Land Ownership Services for the Healy to Fairbanks Transmission Line as per the GVEA Request for Proposals (RFP) and the Vendor Proposal of January 27, 1994, Req#:00000947037 Requestor:STEVE HAAGENSON Account Job #Percent 7-10/107.26 1200.06 100.00 This purchase order comprises your Notice-to-Proceed with Land Ownership Services for the Healy to Fairbanks (HF-138) Transmission Line as per your proposal dated January 27, 1994. Project Management: This project will be managed by Mr.Steve Haagenson,GVEA Manager of Engineering Services.Any changes to the scope of work under this purchase order must be approved in advance by Mr.Haagenson and confirmed by means of written addendum.All technical questions regarding the work performed under this purchase order as well as all reporting should be directed to Mr.Haagenson. "INSTRUCTIONS TO VENDOR GOLDEN VALLEY ELECTRIC ASSOC.,INC. 1.This purchase order subject to terms and conditions noted on face and reverse side E ity Emplo2.Purchase order no.must appear on material and documents.An Equal Opportunity Employer Packing list required with each shipment.z",ys+.Invoice by item number.Ouplicate invoice required.IZ om 6 Le 5.No substitutions may be made without prior approval of Golden Valley Electric Associaton ine6.Direct all inquires to Purchasing Department at above address.Thomas K.Hartnell,Purchasing Agent 7.Acknowledgement and ship date required if not shipped within 5 days of receipt of tha ourcnase order ea: THIS PURCHASE ORDER IS EXEMPT FROM NORTH STAR BOROUGH AND CITY OF8.Payment terms are Net 30 days unless otherwise indicated.FAIRBANKS SALES TAX UNDER ALASKA STATUTE'S SECTION 10 25 540 Department Copy PURCHASE ORDER GOLDEN VALLEY No:070243 ELECTRIC ASSOCIATION,INC.PAGE:2 0F 2 DATE:02/02/94 BILL TO:PO BOX 71249 SHIPTO:516 ILLINOIS ST FAIRBANKS AK 99707-1249 FAIRBANKS AK 99701 PHONE:(907)451-5665 FAX:(907)451-5681 CONFIRMING: To:TO pate.// LAND FIELD SERVICES PO BOX 240147 IMPORTANT:PURCHASE ORDER NUMBER MUST ANCHORAGE,AK 99524 BE INDICATED ON EACH SHIPPING CONTAINER. PACKING LIST,INVOICE,OR CORRESPONDENCE. PACKING LIST MUST ACCOMPANY EACH SHIPMENT ATTENTION:PJ SULLIVAN PRES -A SHIPPINGVIA:VENDOR DELIVERY VENDOR ACCT.#PHONE:(907)248-6740 TERMS:NET 30 DAYS FAX:FOB:FAIRBANKS L a ITEM QUANTITY U/M OESCRIPTION UNIT PRICE TOTAL PRICE All procedural and payment questions should be directed to GVEA Purchasing. Scope: As defined by the GVEA RFP and the Vendor Proposal. Payments Net 30 days,with invoice approval by Mr.Haagenson.Any contested items will be excluded from the invoice and submitted to Vendor for resolution and subsequent payment. Pricing: Total value of this Purchase Order Not to Exceed $14,267.00. General Terms: All work performed under this purchase order shall comply with all applicable local,State,and Federal laws, regulations,and codes. TOTAL 14267.00 INSTRUCTIONS TO VENDOR GOLDEN VALLEY ELECTRIC ASSOC.,INC.1,This purchase order subject to terms and conditions noted on face and reverse side An Equal Op;nity Employer2.Purchase order no.must appear on matenal and documents. Packing list required with each shipment.Ww -+.Invoice by item number.Duplicate invoice required.4beA ,,<e5.No substitutions may be made without prior approval of Golden Valley Electne Association inc6.Direct all inquires to Purchasing Department at above address.Thomas K.Hartnell,Purchasing Ajent 7.Acknowledgement and ship date required if not shipped within 5 days of receipt of this purchase order.oe,THIS PURCHASE ORDER 1S EXEMPT FROM NORTH STAR BOROUGH AMD CITY OF8.Payment terms are Net 30 days unless otherwise indicated.:FAIRBANKS SALES TAX UNDER ALASKA STATUTE'S SECTION 10 25 $40 Department Copy LAND FIELD SERVICES,INC. P.O.BOX 240147 P.O.BOX 2510 ANCHORAGE,ALASKA 99524 FAIRBANKS,ALASKA 99707 248-6740 452-1206 AST nn January 27,°1994 Golden Valley Electric Association,Inc. Engineering Department P.O.Box 71249 Fairbanks,Alaska 99707-1249 Attention:Mr.Steven Haagenson Manager of Engineering Services Subject:Proposal: Healy to Fairbanks 230 kV Transmission Line - Land Ownership Research Gentlemen: In response to the Request for Proposal dated January 18, 1994,Land Field Services,Inc.herein submits the following: l.A Statement of Qualifications for Land Field Services, Inc.; 2.Resumes for P.J.Sullivan,Project Manager,Charles L. Parr,Principal Staff,and Warren L.Krotke,Staff,who will be the Land Field Services employees assigned to this task; 3.GVEA Form "Man Hour Breakdown Per Resource/Task;" 4.GVEA Form "Cost Breakdown By Design Task and Links;" 5.LFSI Fee Schedule; 6.A sample of a similar project,being identification of property interests from Chugach Electric Association's Anchorage Substation to Cooper Lake on the Kenai Peninsula,and accomplished for CEA in November 1992. Concerning project scheduling,LFSI will be ready to commence Task 1.0 Project Administration on receipt of a Notice to Proceed from GVEA.Following the initial phase of Project Administration,LFSI will be ready to commence Task 2.0 Data Review.We contemplate the gathering and purchase of the 2.1 Area Maps from GVEA,the USGS,the Fairbanks North Star Borough, DOTPF,the BLM (MTP's),and the State Department of Natural Resources,Division of Lands (Status Plats).At that time,and at the convenience of GVEA,LFSI will be ready to address Task 2.2. Golden Valley Electric Association,Inc. January 27,1994 Page 2 On March 1,1994,LFSI will be ready to commence Task 3.0 Land Identification,and complete Sub Tasks 3.1,3.2 and 3.3 by March 14,1994. LFSI would then commence Sub Task 3.4 and have the southerly route and alternates completed by March 25,1994,and the northerly route to its joinder with the west alternate of the south route,north of the Tanana River,on April 8,1994. Hours for Land Identification,Task 3.4,include the title effart necessary to provide the ownership information and the mapping for the North Route from Healy north to its joinder with the west alternate of the South Route,north of the Tanana River. This North Route,because of its location,will entail using 44 of the 88 man hours allocated for Task 3.4.If GVEA does not require this ownership information for the North Route at this time,then the Task 3.4 man hours would be reduced to 44,and the cost reduced to $3080.00. Thank you for the opportunity of submitting a Proposal for this assignment. Very truly yours, LAND FIEL RVICES,INC. Sullivan, esident SR/WA PJS/ns Enclosures LAND FIELD SERVICES,INC. Land Field Services was formed as a sole propietorship in 1966 and incorporated as an Alaska corporation in 1973. In its twenty-seven years of existence,LFSI has worked in Alaska in all phases of the land management and right-of-way profession. This experience includes terrain analysis,project management, land administration,acquisition of agency permits and rights-of- way,title services,real property appraisal,right-of-way negotiations,relocation assistance,construction surveillance, damage claim settlement and land survey administration. For example,Land Field Services,Inc.has provided Land Manage- ment,Right-of-Way Acquisition ani Permitting Services for the following major projects: Dimond Boulevard Project,Phase II Location:Southcentral (Anchorage)Alaska Client:State of Alaska,Department of Transportation and Public Facilities For Phase II of the Dimond Boulevard Project,Land Field Services,Inc.provided the following services: administration of the title program,right-of-way plans and parcel plat reviews,appraisal subcontract administration and appraisal review,right-of-way acquisition,and condemnation preparation.Land Field Services,Inc.also provided the title services,right-of-way plans preparation, appraisal services,landowner negotiations,and agency permitting necessary to accomplish the relocation of Chugach Electric Association and Anchorage Telephone Utility utilities relative to this project. Tyee Lake Hydroelectric Project Location:Southeast Alaska Client:Alaska Power Authority The Tyee Hydroelectric Project involved the construction of power generation equipment at Bradfield Canal,and a trans- mission line with attendant facilities from Bradfield Canal to Wrangell and Petersburg.Land Field Services,Inc. provided land administration services,agency coordination services,right-of-way and technical permit acquisition services,title examination services,negotiation of private rights-of-way,construction coordination services,and real property appraisal.Land Field Services,Inc.also administered the as-built survey program for the project. Land Field Services,Inc. Page 2 Willow-Healy Intertie Project Location:Southcentral and Interior Alaska Client:Alaska Power Authority The Willow-Healy Intertie Project involved construction of one 345 KV,170 mile long,electrical transmission line to interconnect the Anchorage and Fairbanks load distribution centers.Land Field Services,Inc.provided consultation services for acquisition of all land rights necessary to construct,operate and maintain the project,including land administration,agency coordination,agency right-of-way and technical permit acquisition,title examination,appraisal, acquisition negotiations with private landowners,and as- built survey administration. Solomon Gulch Hydroelectric and Transmission Line Project Location:Southcentral (Copper River Basin)Alaska. Client:Copper Valley Electric Association,Inc. The construction phase of the Solomon Gulch Hydroelectric and Transmission Line Project,located between Valdez and Glennallen,Alaska,was completed March,1981.In this endeavor,Land Field Services,Inc.provided land adminis- tration services,acquisition of agency rights-of-way and technical permits,title services,acquisition of private rights-of-way,administration of FERC license requirements, damage claim services,real property appraisal,surveying and platting administration,and overall project coordina- tion services during the construction phase.Land Field Services,Inc.also administered the as-built survey program in order to finalize the agency rights-of-way. Trans Alaska Oil Pipeline System Location:Arctic,Interior and Southcentral Alaska Client:Alyeska Pipeline Service Company From 1969 to the present Land Field Services,Inc.has provided land acquisition and property management services through the preconstruction,construction and operational phases of the Trans Alaska Oil Pipeline System.Tasks have included comprehensive title services,terrain analysis, real property appraisal,negotiations for rights-of-way and land acquisitions,acquisition of necessary permits from governmental agencies,and landowner damage claim settlements. Land Field Services,Inc. Page 3 Bradley Lake Hydroelectric Project Location:Southcentral (Kenai Peninsula)Alaska Client:Stone &Webster Engineering Corp. Land Field Services,Inc.determined the basic land owner- ship within the project boundaries and transmission line route,and prepared ownership mapping. Other major projects in which Land Field Services,Inc.has been involved over the past years include the following: Wishbone Hill Title Project,on behalf of Idemitsu Alaska, Inc.. The Chena River Lakes Flood Control Project,on behalf of the Fairbanks North Star Borough. The Johnson Road to Delta Junction Transmission Line Project,on behalf of Golden Valley Electric Association. The Anchorage Accelerated Roads Program,on behalf of the Municipality of Anchorage. The Fairbanks Airport Acquisition Project,on behalf of the State of Alaska,Department of Transportation and Public Facilities. The Fairbanks to Fox Utility Relocation Project,on behalf of Golden Valley Electric Association. The Alaska Railroad Purchase Title Project,on behalf of the State of Alaska,Department of Law. The Anchorage to Quartz Creek Transmission Line Rebuild Project,on behalf of Chugach Electric Association. The Kachemak Bay State Park Purchase,on behalf of the State of Alaska,Department of Law,Attorney General's Office. January 1994 P.J.Sullivan,SR/WA Mr.Sullivan has thirty-six years of experience in the land management and right-of-way field,thirty-four of those years having been spent in the State of Alaska.In 1966 he founded Land Field Services as a sole proprietorship,and became President of Land Field Services,Inc.when it was incorporated in January,1973,a position he now holds. Mr.Sullivan is experienced in all phases of land project management in Alaska,representing major oil companies,mining companies,pipeline and utililty entities,oil and mining attorneys,State agencies and municipalities.His experience includes terrain analysis,land administration,title examination,acquisition of agency grants and permits,landowner negotiations,real property appraisal and appraisal review, survey administration and project management.He is qualified as an expert witness in the Superior Court of the State of Alaska and the U.S.District Court in title matters and appraisal of real property and easements. Examples of Mr.Sullivan's experience are as follows: Alaska Power Authority (1980-1988) Mr.Sullivan was responsible for the overall coordination for the land program of the Tyee Lake Hydroelectric Project, the Willow-Healy Intertie Project,and the Susitna Project. This included title services,acquisition of permits and land rights from governmental agencies,survey and appraisal programs,acquisition of permits from private landowners, negotiation of private rights-of-way,coordination between Land Field Services,Inc.,the engineering consultants and the Alaska Power Authority. State of Alaska,Department of Law (1981-1982) Mr.Sullivan was responsible for the overall supervision for the title program covering all lands owned by the Alaska Railroad.This included the researching of the land owner- ship and publishing detailed ownership reports for each parcel. Golden Valley Electric Association,Inc.(1977-1978) In support of Golden Valley Electric Association's Johnson Road to Delta 138 KV Electric Transmission Line project,Mr. Sullivan managed the title,appraisal and acquisition pro- grams.This included the examination of Federal and State records to determine land title and status;the negotiation for rights-of-way across private parcels;right-of-way ac- quisition of Municipal,State and Federal lands;obtaining permits from the Corps of Engineers,the State of Alaska, Department of Fish and Game and the State of Alaska, Department of Environmental Conservation. P.J.Sullivan,SR/WA Page 2 Copper Valley Electric Association,Inc.(1977-1987) In support of Copper Valley Electric Association's Solomon Gulch Hydroelectric project,and other assigned projects, Mr.Sullivan supervised the preparation and administration of applications to various Federal,State and Municipal agencies for permits necessary to construct the project,the identificationof private land interests affected by theproject,the preparation of title reports,the review of appraisal reports,the acquisition of necessary easement and leasehold rights,and the formulation of FERC License stipu- lation tracking and compliance system. Fairbanks North Star Borough (1972-1982) In support of Fairbanks North Star Borough's Chena River Lakes Flood Control project,Mr.Sullivan has managed the title,appraisal,acquisition and relocation programs.This has included the examination of Federal,State and Recording District records to determine land title and status;the acquisition of rights-of-way;appraisal of parcels involved in the project;coordination with the Corps of Engineers; and relocation of property owners affected by the project. Alyeska Pipeline Service Company (1968-Present) Under supervision of the General Counsel,Mr.Sullivan has been involvedin the land acquisition program for the Trans Alaska Pipeline System.This has included the examination of Federal,State and Recording District records;terrain analysis;appraisal review;negotiations of rights-of-way and land acquisitions from landowners;the acquisition of necessary permits from governmental agencies;and damage claim settlements. Exxon Pipeline Company (1989-1993) Under the supervision of Bogle and Gates,Mr.Sullivan administered the title research program which authored title reports for each parcel of land in Prince William Sound and the eastern Kenai Peninsula affected by the Exxon Valdez Oil Spill. State of Alaska,Department of Law (1993) Under contract with the State Attorney General's office,Mr. Sullivan has been the principal author of title reports which facilitated purchase by the State of Alaska of lands within Kachemak Bay State Park and Afognak Island with funds from the Exxon-Valdez Settlement Agreement. P.J.Sullivan,SR/WA Page 3 Mr.Sullivan is a graduate of the University of California, with a Bachelor of Science Degree in Political Science (1955), and attended the Hastings College of Law for two years.He has successfully completed several of the professional courses spon- sored by the International Right of Way Association,including Principles of Real Estate Acquisition 101,Ethics and the Right of Way Profession 103,Group Communications 204,and Leadership Skills for Right of Way and Real Property Professionals.He is a former member of the State of Alaska Board of Land (Relocation) Appeals. He was awarded the Senior Designation by the American Right of Way Association on March 30,1970. Mr.Sullivan is the co-author of the International Right of Way Association Course "Alaska Land Titles",published in July, 1981,and repuDptished as "Alaska Land Titles,An Update"in April of 1993.He-has lectured extensively throughout the State of Alaska on land title and mining claim title matters. January 1994 'Charles L.Parr,SR/WA Mr.Parr has twenty years of experience in the land management and right-of-way field,all twenty of those years having been spent in the State of Alaska. Mr.Parr's experience includes land administration,title examination,acquisition of agency grants and permits,land owner negotiations,real property appraisal and appraisal review,sur- vey administration,and project management.He is qualified as an expert witness in the Superior Court of the State of Alaska in right-of-way matters. Prior to joining Land Field Services,Inc.in June of 1990, Mr.Parr's professional experience included: From June 1974 through June 1981,Mr.Parr was the Real Property Officer for Golden Valley Electric Association.In this capacity he had full responsibility for acquisition and management of all land rights for the construction,opera- tion and maintenance of GVEA's facilities.He performed title services;acquired real property interests;negotiated sales,exchanges and leases of GVEA property;acquired per- mits from governmental agencies;prepared budget recommendations;and participated in planning and environ- mental functions of the Association.During this period he also supervised other right-of-way agents and contractor personnel. From June 1981 through July 1984,Mr.Parr worked as an independent right-of-way and land management consultant in the Interior of Alaska,representing,among other clients, Fairbanks Municipal Utilities System and Golden Valley Electric Association.During this period,he also spent six months on a construction management team overseeing the installation of new piping and tankage at Mapco's North Pole Refinery. From August 1984 to June 1990,Mr.Parr was Chief,Airport Leasing/Property Management,Northern Region,State of Alaska,Department of Transportation and Public Facilities. In this endeavor he had full responsibility for the manage- ment of real estate at over 100 State airports.He negotiated and administered leases,permits and concession agreements,performed title services,and developed and tracked budget and work schedules for the section.He developed,directed and conducted training of staff 'personnel,and coordinated extensively with the DOTPF Design,Right of Way,Planning and Maintenance Sections. Charles L.Parr,SR/WA Page 2 Since June,1990,Mr.Parr has provided title services for Alyeska Pipeline Service Company,the Fairbanks North Star Borough,Citigold Mining Corporation,the University of Alaska, and the National Park Service (Department of Interior)among other clients.He also provided mining claim research and ownership report services for the Exxon Prince William Sound Oil Spill Project. Mr.Parr manages the Land Field Services,Inc.office in Fairbanks. Mr.Parr is a graduate of Lathrop High School in Fairbanks, Alaska and has been active in continuing education in Real Estate,Business,Law,and English at the University of Alaska and other institutions.He has successfully completed seventeen professional courses sponsored by the International Right of Way Association and is a Certified Instructor.for the International Right of Way Association. He was awarded the Senior Designation by the International Right of Way Association,Registration Number 2889,in 1981,and has voluntarily recertified twice.The International Right of Way Association recognized him as one of the top six professionals in his field for the year 1991. January 1994 Warren L.Krotke,SR/WA Mr.Krotke has thirty-six years of experience in the land management and right-of-way field,all of those years having been spent in the State of Alaska. Prior to joining Land Field Services,Inc.in 1975,Mr. Krotke spent seventeen years in land-oriented positions with the Bureau of Land Management;the State of Alaska,Division of Lands;Transamerica Title Insurance Company;and the State of Alaska,Division of Aviation. In 1975,Land Field Services,Inc.assigned Mr.Krotke to the Alyeska Pipeline Service Company headquarters as the Land Representative for the Trans-Alaska Pipeline System Project until July of 1979.He was responsible for all land and right-of-way acquistion,title services,obtaining necessary permits, coordination of land and permit activities with Federal and State agencies,settlement of damage claims,and providing assistance to the company's legal department on land and permit matters. Examples of other assignments with Land Field Services,Inc. which have pertained to administrative duties for major hydro- electric and transmission line projects are:Kodiak Electric Association's Terror Lake Project and the Alaska Power Authority's Tyee Lake Project.Both projects have involved extensive title examination,the securing of contract appraisal services,and agency contacts for all phases of right-of-way acquisition and permitting activities.Also required has been the compiling of all necessary documents for right-of-way acquisition as well as negotiations with private property owners, municipalities,State agencies,Alaska Native Corporations, Federal agencies and private corporations.Mr.Krotke has also been involved in the administration of as-built survey activities. Mr.Krotke was involved with the State of Alaska,Department of Transportation and Public Facilities,Dimond Boulevard Project.His involvement.on that project included title research,plat review,legal description preparation,document preparation,and negotiations with property owners for 21 parcels of electric distribution line easements in conjunction with relocation of utilities. Mr.Krotke was involved in the right-of-way engineering, title review,land administration and negotiations on theFairbanksInternationalAirportLandAcqusitionProjectfor the State Department of Transportation and Public Facilities. Warren L.Krotke,SR/WA Page 2 After the Exxon Valdez oil spill,Mr.Krotke was instrumental in providing title services to Exxon Pipeline _Company,through Bogle and Gates,in identifying land status in the Prince William Sound area. Mr.Krotke graduated from Anchorage High School in 1959,and has since successfully completed the following professional courses:Real Estate Law,Supervisor/Management Course, Principles of Right-of-Way Acquisition,Communications in Right- of-Way,Interpersonal Relations,Report Writing,Economics of Right-of-Way Valuation,Environmental Considerations,Income Approach to Right-of-Way Valuation,Non-Verbal Communications, and Alaska Land Titles. Mr.Krotke is a Charter Member of Chapter 49 of the International Right of Way Association,and was awarded its Senior Designation on June 6,1977. January 1994 HF138LND.XLS Project:Healy to Fairbanks 230 kV Intertie Land Ownership Research Man-hour Breakdown per Resource /Task |_Unit$$70,00 $70.00 $70.00 $N/A___$O $$TOTAL Project AutoCAD Clerical COSTS Manager Staff Staff || PROJECT ADMINISTRATION Total |9 5 $980.00 DATA REVIEW Total [1 5 $420.00 LAND IDENTIFICATION 3.1 4 40 $3080.00 3.2 2 16 $1260.00 3.3 2 8 $700.00 3.4 8 80 ;$6160.00 SUM |26 146 {g , Total MH=>|180 Page 3 HF138LND.XLS Land Ownership Research Cost Breakdown by Design Task and Links Project:Healy to Fairbanks 230 kV Intertie Task #Link # 1.0 PROJECT ADMINISTRATION Total 14 MH $980.00 2.0 DATAREVIEW Total 6 MH $420.00 3.0 LAND IDENTIFICATION 3.1 44 MH $3080.00 3.2 18 MH $1260.00 3.3 10 MH $700.00 3.4 88 MH $6160.00 0.0 EXPENSES Total 370 $370.00 TOTAL LABOR AND EXPENSES [s12970.00| CONTINGENCY 10.00% GRAND TOTAL N.T.E. Page 1 >[$14267.00 }] II. January LAND FIELD SERVICES,INC. FEE SCHEDULE Fees For Right-of-Way negotiations,including obtaining right of entry in connection with field operations;for damage claim and settlement negotiations;for conducting on- the-ground inspections and furnishing reports thereon;for necessary office administration services (including rendering written reports and miscellaneous correspondence);for title services and rendering written Ownership Reports for any State,Federal,or Recording District office in the State of Alaska, compilation of Abstracts of Title,prepara- tion of condemnation or foreclosure reports and title curative work. Expenses A.For all necessary automotive trans- portation using LFSI vehicles (including, but not limited to,insurance,gas,oil and maintenance)as an all inclusive rate. B.For all necessary automotive rentals and all necessary non-automotive transportation (including,but not limited to,commercial aircraft or charter aircraft). Cc.For all living expenses when LFSI personnel must be away from their home office overnight,except in the Anchorage or Fairbanks areas. D.For secretarial services required except overtime services. E.For authorized secretarial services required on an overtime basis. F.For all other expenses not provided for but that LFSI is authorized to expend. 1994 meNeeeeeeeeeeteeeteeeeeeeeet-Anchorage: $70.00 per employee per hour Fairbanks: $70.00 per employee per hour $.35 per mile Actual cost to LFSI $90.00 per day per employee No cost $17.25 per hour Actual cost to LFSI me "|LAND FIELD SERVICES,INC."1 Vr. °»e ', .J "Powe ats §OU tha gute *d)¢wan ANCHORAGE ALASKA 94524 FAIRHANAS ALASRA W507 272-0522 452-1206 November 10,1992 Chugach Electric Association,Inc. P.O.Box 196300 Anchorage,Alaska 99519-6300 Attention:Mr.Jim Topolski Land Services Manager Subject:Identification of Property Interests Anchorage Substatiion to Cooper Lake Power Project Contract No.91-087,Task Order No.2 Gentlemen: Pursuant to the captioned Task Order,enclosed please find a line list identifying the property interests along the right-of- way of Chugach Electric Association's 115 kV line from Anchorage Substation to Cooper Lake Power Plant.This list commences on the north end at the Anchorage Substation and terminates at the southerly end at the Cooper Lake Power Plant. The line list indicates the basic land ownership of each parcel.However,to make the list easily understandable,the Public Land Orders,State Selections,and mining claim encumbrances are presented separately. PUBLIC LAND ORDERS PLO 725,affecting some parcels of interest in T.8N., R.2E.,S.M.,T.7N.,R.1E.,S.M.,T.8N.,R.lE.,S.M.,and T.6N.,R.1W.,S.M.,withdraws the lands and reserves them for U.S.Forest Service administrative sites,recreation areas,and other public purposes. PLO 1052,affecting some parcels of interest in T.8N., R.1E.,S.M.,withdraws the lands and reserves them for U.S. Forest Service recreational purposes. PLO 6982,affecting some parcels of interest in T.7N., R.1E.,S.M.,T.8N.,R.1E.,S.M.,and T.8N.,R.1W.,S.M., withdraws the land from surface entry and mining for a period of 20 years,from October 15,1991,by the Bureau of Land Management to protect recreational values. Chugach Electric Association,Inc. November 10,1992 Page 2 PLO 829,affecting some parcels of interest in T.6N., R.1W.,S.M.,T.6N.,R.2W.,S.M.,and T.5N.,R.3W.,S.M., withdraws the lands and reserves them for U.S.Forest Service administrative sites,recreation areas,and other public purposes. PLO 1127,affecting some parcels of interest in T.4N., R.3W.,S.M.and T.4N.,R.2W.,S.M.,withdraws the lands and reserves them for U.S.Forest Service administrative and public service sites and highway purposes. Copies of these Public Land Orders are attached reference. for your STATE SELECTIONS AA-071603, interest in T. affects of R.2E., a Community 8N.,R.2E., Grant Selection, S.M.and T.9N., parcels S.M. AA-071609, interest in T. a Community affects of 8N.,R.1W., Grant Selection, S.M. parcels Grant Selection,affects ofAA-072629,a Community interest in T.7N.,R.1W., AA-071612,a Community interest in T.7N.,R.1W., AA-071613, interest in T. a Community 7N.,R.1W., AA-057968,a Community interest in T.6N.,R.2W., AA-057975,a Community interest in T.5N.,R.2W., AA-071617,a CommunityinterestinT.4N.,R.3W., S.M. Grant S.M. Grant S.M. Grant S.M. Grant S.M. Grant S.M.and T. Selection, Selection, Selection, Selection, Selection, 4N., affects affects affects affects affects R.2W., parcels parcels parcels parcels parcels parcels S.M. of of of of of Copies of the BLM case file abstracts are enclosed for your information which will indicate that most of these selections will mature to Tentative Approval in the near future. Chugach Electric Association,Inc. November 10,1992 Page 3 MINING CLAIMS An examination of the public records at the Bureau of Land Management and the State Division of Mines in Fairbanks indicates that there are approximately 125 mining claims which may affect the Anchorage to Cooper Lake alignment. Enclosed for your information is a separate schedule indicating the approximate description and ownership of theseminingclaims. You.are aware that this alignment has a significant impact on the Alaska Railroad and the State highway system.We have not attempted to provide descriptions of the crossings and longi- tudinal encroachments at this time,due to lack of sufficient mapping or field ties. There is an Alaska Native Allotment located in T.9N., R.3E.,S.M.which may affect the present alignment of the project. A copy of the case file abstract is enclosed. Enclosed for your reference are public plats indicating the various parcels which may be affected by this alignment, especially in the congested areas. In compliance with the provisions of Task Order No.2, following is a list of permits necessary for reconstruction of the subject project: DOTPF Utility Permits; Municipality of Anchorage Right-of-Way Permits; State Department of Natural Resources,Division of Parks and Outdoor Recreation,Special Use Permits; State Department of Natural Resources Right-of-Way Permits (Uplands); State Department of Natural Resources Right-of-Way Permits-(Tidelands); State of Alaska,ARRC Right-of-Way Permits and/or Leases; U.S.Forest Service Special Use Permits; Chugach Electric Association,Inc. November 10,1992 Page 4 A State Division of Governmental Coordination Coastal Zone Consistency Certificate; Appropriate Alaska Department of Fish and Game Title 16 Permits; A Department of the Army Corps of Engineers Permit under Section 10 of the Rivers and Harbors Act,and Section 404 of the Clean Water Act (Wetlands)Permit; The various rights-of-way necessary to affect privately owned lands and unpatented Federal mining claims or State mining claims.: If we can be of any further assistance to you in this project,do not hesitate to contact us. ,INC. -Sullivan, sident SR/WA PJS/ns Enclosures CHUGACH ELECTRIC ASSOCIATION,INC. ANCHORAGE TO COOPER LAKE LINE LIST DESCRIPTION T.13N.,R.3W.,S.M. Sec.27:NEXNEXNW Sec.27:SSNEXNWk;SEXNW Portion Tract A University Lake Subdivision Lot 14,Block 9,Castle Heights Subdivision Addition No.5 Lot 13,Block 9,Castle Heights Subdivision Addition No.5 Lot 11,Block 9,Castle Heights Subdivision Addition No.5 Lot 10,Block 9,Castle Heights Subdivision Addition No.5 Lot 9,Block 9,Castle Heights Subdivision Addition No.5 Lot 8,Block 9,Castile Heights Subdivision Addition No.5 Lot 7,Block 9,Castle Heights Subdivision Addition No.5 Lot 6,Block 9,Castle Heights Subdivision Addition No.5 Lot 5,Block 9,Castle Heights .Subdivision Addition No.5 Lot 4,Block 9,Castle Heights Subdivision Addition No.5 Lot 3,Block 9,Castle Heights Subdivision Addition No.5 OWNER/AGENCY Alaska Pacific University Alaska Pacific University Municipality of Anchorage Thomas J..&Sylvia D. Vining Milo &Dianne Mujagic David V.Shaw Steven H.&Ikuko Hasegawa Royal Crest Construction Co. Kenneth R.Hext Josephine Alsobrook Royal Crest Construction Co. Christopher H.&Madeleine L. Zilka , Tamela M.Thomas Royal Crest Construction Co. Adam P.&Urszula Raszewska Michael P.&Angela D.Nichols Connie R.Labrum Roger &Margo Putnam Walter G.&Ruth E.Pease Thomas J.&Pamela Powers Gary R.&Phylis G.Dalton Lot 2,Block 9,Castle Heights Subdivision Addition No.5 Lot 1,Block 9,Castle Heights Subdivision Addition No.5 Tudor Road Sec.34:WkWSWINWENEX Sec.34:EWSWINWSNEX: ESWSNWKNEX?EXNWYNEX Sec.34:NSNEXNEX:NSSSNEKNES Sec.35:NWkNWk Sec.35:NENW Campbell Airstrip Road Tract C,SAVE II Subdivision Tract A,SAVE II Subdivision Sec.35:Portion N&NEXNEX Sec.36:NNW Sec.36:N*sNE& Sec.36:SNE Sec.36:NSE Sec.36:SSE Sec.1:NANEX Sec.1:SkNEX Sec.1:NSE Sec.1:SSE} Sec.12:NSNE} W.Dean Weidner Alaska Pacific University State of Alaska Municipality of State of Alaska State of Alaska Municipality Municipality Municipality Municipality Municipality Municipality Municipality Municipality Municipality Municipality Municipality Municipality Municipality Municipality of of of of of of of of of of of of of of Anchorage Anchorage Anchorage Anchorage Anchorage Anchorage Anchorage Anchorage Anchorage Anchorage Anchorage Anchorage Anchorage Anchorage Anchorage T.12N.,R.2W.,S.M. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. 7:Wh 18:All 19:All 20:All 29:All 32:All 33:All 34:All T.1IN.,R.2W.,S.M. 2:All 3:All ll:All 12:All 13:All 18;All 19:All 20:All 29:All 30:All 32:All T.1ON.,R.1W.,S.M. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. U.S. 5:Except USS 3215 8:All 4:SW 9:(Uplands),except USS 1069 and USS 3201 9:Within Turnagain Arm 10:(Uplands),except USS 3201, USS 3202 and USS 3680 10:Within Turnagain Arm -15:(Uplands)except USS 3202 and USS 3680 : 15:Within Turnagain Arm Survey 1069 (within Sec.9): Tract A Tract C Tract B State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) State(CSP) MOA State(CSP) MOA State(CSP) MOA State John W.Watt, DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DOPOR DNR etal State of Alaska John W.Watt,etal U.S.Survey 3201 (within Sec.9 &10) Lot 16 Lot 1,Bushnell Subdivision Lot 2,Bushnell Subdivision Lot 15 Lot 18 Lot 14 Lot 19 Lot 13 Lot 20 Lot 12B,Delaks Addition Lot 12A,Delaks Addition Lot 21 Lot 11 Lot 22 Portion Lot 10 Portion Lot 10 Lot 23 Lot 9 Lot 24 Survey 3202 (within Sec.10 &15) Lot 6 Lot 7 Lot 5 Lot 8 Lot 4 Lot 1 Lot 1,Auriga Subdivision Lot 14 Lot 15 Lot 16 14:All 13:SE 24:All 25:All T.1ON.,R.IE.,S.M. 30:Excepting USS 9011 30:U.S.Survey 9011 29:All 28:All 21:All 22:All 23:All 24:All Holy Temple Church Larry D.&Carol A.Bushnell William N.&Crystal Johnston,Jr. Bryan J.Sells Donald W.Porter Stephen C.Rubright Ronald F.Brandt,etal Gary L.&Yvonne Baillio Peter M.Brondz Lance W.&Judith Nowland John E.&Mary A.Burr Richard W.Kotsch Vincent &Margaret O'Reilly Timothy A.Day &Frank E. Whithey Kenneth E.Taggert Kenneth E.&Delores Taggert William N.Johnston,Jr. Margaret Kenikson Guy L.&Dolores Branson Michael F.Miller Michael F.&Barbara kK. Miller Robert D.Delak Municipality of Anchorage James R.Sher Municipality of Anchorage Sally Mead Jeffery S.Brown &Carol Bursiel Robert W.Cross Harley K.Gehmen State(CSP)DOPOR State(CSP)DOPOR State(CSP)DOPOR State(CSP)DOPOR State(CSP)DOPOR State ARRC State(CSP)DOPOR State(CSP)DOPOR State(CSP)DOPOR State(CSP)DOPOR StateCSP)DOPOR State(CSP)DOPOR Within Turnagain Arm Lot 1 (93.49 acres) Lot 2 (322.20 acres) Within Turnagain Arm Lot 2 (322.20 acres) Within Turnagain Arm (Uplands within SW) Tracts 29-B and 29-C (Uplands within SE) Within Turnagain Arm (Uplands within NE) Within Turnagain Arm (Uplands within N4 and westerly from USS 3603) Easterly from USS 3603 Within Turnagain Arm Northeasterly from Turnagain Arm,excepting USS 9009 Northeasterly from Turnagain Arm and excepting USS 9009 Northeasterly from Turnagain Arm and excepting USS 9009 Northeasterly from Turnagain Arm and excepting USS 9009 Northeasterly from Turnagain Arm and excepting USS 9009 Westerly from USS 4597 U.S.Survey 4597,Tract A T.1ON.,R.2E.,S.M. Sec.19: Sec.19:(Uplands) U.S.Survey 4805: Sec.30: Sec.30:(Uplands) U.S.Survey 4805 Sec.29: Sec.29: Sec.29: Tract 29-D Sec.32: Sec.32: Tract 32-A Sec.33: Sec.33: Tract 33-A Sec.33: Sec.34: Sec.34:Uplands T.9ON.,R.2E.,S.M. Sec.3: Sec.3:USS 9009 Sec.2:3 Sec.2:U.S.Survey 9009 Sec.ll: Sec.ll:U.S.Survey 9009 Sec.14:3 Sec.14:U.S.Survey 9009 Sec.13: Sec.13:U.S.Survey 9009 Sec.24: Sec.24: State State MOA State MOA State State State State State State State USA(CNF) State USA(CNF) USA(CNF) State USA(CNF) State USA(CNF) State USA(CNF) State USA(CNF) State State State DNR DNR DNR DNR DNR DNR DNR DNR DNR DNR USFS DNR USFS USFS ARRC USFS ARRC USFS ARRC USFS ARRC USFS ARRC DNR ARRC T.9N.,R.3E.,S.M. (Within the S&of Sec. U.S.Survey 4597,Tract U.S.Survey 9009,Lot 2 19) A (Within the NEXNE}of Section 30) U.S.Survey 4597,Tract A (Within the Ws of Section 29) U.S.Survey 4597,Tract A U.S.Survey 8104,Lots 1-6 U.S.Survey 7012,Lots 7-10 (Within the Ws of Section 32) U.S.Survey 7012,Lots 14,15,17, 18,19,20,27,28 and 29 T.8N.,R.3E.,S.M. (Within Section 5) U.S.Survey 7012 (Within Section 6) U.S.Survey 7012 U.S.Survey 4597:Tract T.9N.,R.3E.,S.M. (within Sec.31) U.S.Survey 4597,Tract T.9ON.,R.2E.,S.M. U.S.Survey 4597,Tract Sec.36:Easterly from southwesterly Turnagain Arm Sec.35:All Sec.25:Easterly from ,southwesterly Turnagain Arm A USS 4597 and from USS 4597 and from -Sec.26:Sk,southwesterly from Turnagain Arm Sec.27:Ss,southeasterly from Seward Highway Sec.34:All Sec.33:Southeasterly Seward Highway Sec.32:Southeasterly Seward Highway from from State State State State State State State State State State State State USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) ARRC ARRC ARRC ARRC ARRC ARRC ARRC ARRC ARRC ARRC ARRC ARRC USFS USFS USFS USFS USFS USFS USFS USFS T.8N.,R.2E.,S.M. Sec.4:All Sec.5:Southeasterly from Seward Highway Sec.6:Southeasterly from Seward Highway T.8N.,R.1E.,S.M. Sec.12:Southeasterly from Seward Highway Sec.13:Southeasterly from Seward Highway Sec.14:Southeasterly from Seward Highway Sec.24:All Sec.23:Southeasterly from Seward Highway Sec.26:Southeasterly from Seward Highway Sec.35:All Sec.34:Southeasterly from Seward Highway T.7N.,R.1E.,S.M. Sec.3:Southeasterly from Seward Highway Sec.4:Southerly from Seward Highway Sec.5:Except Seward Highway ROW Sec.6:Except Seward Highway ROW T.8N.,R.1E.,S.M. Sec.31:Southwesterly from Six Mile Creek T.8N.,R.1W.,S.M. Sec.36:Southwesterly from Seward Highway Sec.35:All Sec.25:Southwesterly from Seward Highway Sec.26:Southwesterly from Sewar?} Highway odUSA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) "SAC CNF) USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS T.8N.,R.lw.,S.-M.(cont.) Sec.23:Southwesterly from Seward Highway Sec.22:SNS;Sk Sec.21:S4 Sec.28:N&NEX:W4 Sec.29:EX Sec.32:Ek ; Sec.33:Westerly from Seward Highway T.7N.,R.1W.,S.M. Sec.4:Westerly from Seward Highway Sec.5:All Sec.8:All Sec.9:Westerly from Seward Highway Sec.17:Westerly from Seward Highway, except MS 2189 Sec.20:Westerly from Seward Highway Sec.29:Westerly from Seward Highway, except MS 2189 Sec.32:Westerly from Seward Highway T.6N.,R.1W.,S.M. Sec.5:Westerly from Seward Highway Sec.6:Westerly from Seward Highway Sec.7:Westerly from Seward Highway T.6N.,R.2W.,S.M. Sec.12:Except MS 1592 and MS 1539 Sec.13:Westerly from Seward Highway Sec.24:Ws,westerly from Seward Highway Sec.24:NE;N&SEX,westerly from Seward Highway Sec.23:All Sec.25:Westerly from Seward Highway Sec.26:Westerly from Seward Highway Sec.35:Westerly from Seward Highway Sec.34:All USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS USFS T.SN.,R.2W.,S.M. Sec.3:Except MS 2301 Sec.4:Ek,except MS 2301 Sec.10:Nw Sec.9:All Sec.16:Northerly from Sterling Highway Sec.17:Northwesterly from Sterling Highway Sec.18:All Sec.19:Nik:SW Sec.19:SE,except USS 7937 Sec.30:Except USS 7937 Sec.31:Nk;SW T.5N.,R.3W.,S.M. Sec.35:Southwesterly from Kenai Lake Sec.35:Kenai Lake Sec.36:Lot 3:USS 7937 Lot 4:USS 7937 Sec.36:Northwesterly from USS 7937 T.4N.,R.3W.,S.M. (Southwesterly from Kenai Lake) Sec.2:Wh:WSSE% Sec.2:NE:ESE Sec.l:Ws Sec.ll:All Sec.12:All Sec.13:WW:ESSWi;SWESES Sec.13:EX NWk:NE:NSE:SESEX Sec.24:Ek T.4N.,R.2W.,S.M. (Southwesterly from Kenai Lake) Sec.19:All Sec.30:All Sec.29:All Sec.31:All Sec.32:.All USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) State State State State State USA(CNF) USA(CNF) State USA(CNF) State State USA(CNF) State USA(CNF) State USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USA(CNF) USFS USFS USFS USFS USFS USFS USFS USFS DNR DNR DNR DNR DNR USFS USFS DNR USFS DNR DNR USFS DNR USFS DNR USFS USFS USFS USFS USFS USFS CHUGACH ELECTRIC ASSOCIATION,INC. ANCHORAGE TO COOPER LAKE MINING CLAIMS LOCATION SERIAL NO.LOCATOR CLAIM NAME 1ON-1E-30:ADL-59481 John Nesheim (No name) 9N-2E-11:AA-064696 Donal D.Barrett Osita #2 9N-2E-11:AA-064713 Roger B.Moore Peterson Creek Millsit: 9N-2E-11:AA-064723 Donal D.Barrett Osita #3 9N-2E-33:NE}AA-058993 Frederick Swingle No.7 Below 9N-2E-33:SW AA-054150 Ida Lou James No.3 Below 9N-2E-33:N&SWh AA-069371 Ida Lou James No.3 Below Bench No..- 9N-2E-33:S&SWi AA-069372 Ida Lou James No.3 Below Bench No.2° 9N-2E-32:SE AA-054149 Ida Lou James No.2 Below 9N-2E-32:SE AA-069368 Ida Lou James No.2 Below Bench No. 9N-2E-32:SEX AA-069370 Ida Lou James No.2 Below Bench No.3 9N-2E-32:SE AA-069373 Ida Lou James No.3 Below Bench No.3 9N-2E-32:SESE}AA-069369 Ida Lou James No.2 Below Bench No. BN-2E-4:NW AA-075251 Gregory D.Kaser Wolverine Creek #1 8N-2E-6:SENES AA-056696 Western Gold Adventure,Inc.Ingram Bend BN-1lE-13:NE} 8N-1LE-13:NENW 8N-1LE-13:NEXNWSSWS 8N-1E-13:Sw 8N-1E-13:Sw 8N-1E-24: 8N-1E-24:; 8N-1E-24:° 8N-1E-23: 8N-1E-26: 8N-lE-35:3 8N-1E-34: 8N-1E-34:NE} 7TN-1E-3: JN-1E-3: TN-1E-6:NW 8N-1W-36:SE} 8N-1W-36:SE} 8N-1W-36:SE AA-070919 AA-070918 AA-070917 AA-034362 AA-075222 AA-051344 AA -051345 AA-051346 AA-051343 AA-059717 AA-063864 AA-063863 AA-075586 AA-063863 AA-063864 AA-058212 AA-058213 AA-058214 AA-058215 Patty Quint Patty Quint Patty Quint Marshall Ronne,Jr. Mark Hadley Peter Kalberg Peter Kalberg Peter Kalberg Peter Kalberg Lynn Hadden Gene A.Wilcox Gene A.Wilcox David A.Miller Gene A.Wilcox Gene A.Wilcox Argile E.Pettit Argile E.Pettit Argile E.Pettit Argile E.Pettit 2. Good Time #3 Good Time #2 Good Time #1 Tin Tin No. No. No. Mosquito Number On- Lizzy One Above Discover, Two Above Discover:' Three Above Discov-ry Discover On Lyon Creek Bertha Discovery No.1 Gold Coast Mining #2 Gold Coast M &W Team Gold Coast Gold Coast Teddeebare Teddeebare Teddeebare Teddeebare Mining #1 #2 Mining #1 Mining #2 No.l No.2 No.3 No.4 8N-1W-36: 8N-1W-36: 8N-1W-22: 8N-1W-22:; B8N-1W-22: BN-1W-22: 8N-1W-22; BN-1W-21: 8N-1W-28: 8N-lw-28: 8N-1W-28: B8N-1W-28: 8N-1W-28: 8N-1W-28: 8N-1W-28: 8N-1W-293 8N-1W-29: 8N-1W-33: TN-1W-4: SW Sw SWhSWy SE\ NW AA-075053 AA-075054 AA-027326 AA-071367 AA-075610 AA-059189 AA-059190 AA-066759 AA-063858 AA-063859 AA-032367 AA-066760 AA-071366 AA-044783 AA-071364 "AA-044784 AA-045159 AA-071363 AA-075102 Argile E.Pettit Argile E.Pettit John D.Butcher Joe M.Krall Gary L.Saloka Joe M.Krall Joe M.Krall Joe M.Krall James Wolcott James Wolcott Gary L.Saloka Joe M.Krall Joe M.Krall W.S.Whitworth Joe M.Krall W.S.Whitworth Dawn P.Drayton Joe M.Krall Daniel A.Hartman 3. Teddeebare No.5 Teddeebare No.6 Roy #1 Krallco #8 Sandi #1 Myrle #1 Myrle #2 Krallco #1 Big Rock Betty #1 Sandi #1 Krallco #3 Krallco #7 Dawnway #1 Krallco #5 Dawnway #2 Dawnway #5 Krallco #4 Donna L #2 Placer Placer IN-1lW-4:NW AA-075103 Daniel A.Hartman Donna L #3 7N-1lW-4:NWS AA-075104 Daniel A.Hartman Donna L #4 7N-1lW-4:NWS AA-075105 Daniel A.Hartman Donna L #5 7N-1W-4:NWSNWi AA-064171 Thomas F.Byron Lorna #403 7JN-1W-5:SEX AA-075108 Daniel A.Hartman Pass Creek #4 7JN-1W-8:SE AA-043947 Deering W.Jones |Fay #2 7JN-1W-8:SE AA-043948 Deering W.Jones Jones #5 7N-1W-8:SE - AA-075640 Eldon P.Petty Angelia Marie 7N-1W-9:3 NwWh AA-054989 Deering W.Jones Weber 7N-1W-9:NWk AA-054994 Deering W.Jones Gloria #2 7N-1W-9;NW AA-059035 Deering W.Jones Penny #7 JN-1W-93;NW AA-059036 Deering W.Jones Kim K 7N-1W-17:NE AA-044454 Ronnie A.Standridge Poor Boy #2 7JN-1W-17:NE AA-054993 Deering W.Jones Mickel Dougless #1 JN-1W-17:NE AA-054997 Deering W.Jones Kenney #3 7N-1W-17:NE AA-055170 Ronnie A.Standridge Poor Boy #1 JN-1W-17:NE AA-075640 Eldon P.Petty Angelia Marie 7JN-1W-17:NE AA-075641 Eldon P.Petty Jonna 7JN-1W-17:SE AA-055171 ,Deering W.Jones New Hope 4. 7JN-1w-20: 7N-1W-20; 7N-1W-29: TN-1W-32: TN1W-32: 7N-1W-32: JIN-1W-32:; TN-lW-32: 6N-1W-5: 6N-1W-6:; 6N-1W-6: 6N-1W-6: 6N-lW-18: 6N-2W-12: 6N-2W-12: 6N-2W-12: 6N-2W-13: 6N-2W-23: 6N-2W-34: ESNEX SEY ESSE4SEY ESNEYNES NEk NW&NWi SW&NW SWhSwk wh , N}s NWKNES NWSE Es Nwh Swh Ss NWh SE} AA-062877 AA-062169 AA-062137 AA-043389 AA-064140 AA-064149 AA-064169 AA-064150 AA-043391 AA-075667 AA-064287 AA-064283 AA-053397 AA-053879 AA-063995 AA-053398 AA-064338 AA-073499 AA-043383 Thomas F.Byron Thomas F.Byron Thomas F.Byron Van B.Swan Thomas F.Byron Thomas F.Byron Thomas F.Byron Thomas F.Byron Van B.Swan Flem Cochran Thomas F.Byron Thomas F.Byron Kathleen A.Merritt Henry W.Waterfield Jonnie C.Lynch Kathleen A.Merritt Richard Allen Bobby L.Lewis Robert G.Kremer 5. Lorna #281 Lorna #212 Lorna #180 Cygnet #1 Lorna #372 Lorna #381 Lorna #401 Lorna #382 Cygnet #3 Colorado Number 7 Lorna #519 Lorna #515 Summit Assoc.#2 Oracle Lode Hidden Lode Claim Summit Assoc.#3 Lonesome Virginia #2 Brandy One Barbara Ann Mine 6N-2W-34: 6N-2W-34: 6N-2W-34: 6N-2W-35: 6N-2W-35: 6N-2W-35: 6N-2W-35: 6N-2W-35: 6N-2W-35: 6N-2W-35: 6N-2W-35: 6N-2W-35: 6N-2W-35: 6N-2W-35: 6N-2W-35: 6N-2W-35: 5N-2W-3: 5N-2W-3: 5N-2W-3: AA-043384 AA-043385 AA-043386 AA-057029 AA-057031 AA-057032 AA-057033 AA-057034 AA-057035 AA-071038 AA-071039 AA-071040 AA-071041 AA-071042 AA-071043 AA-071044 AA-012510 AA-038892 AA-050647 Robert G. Robert G. Robert G. Michael M. Michael M. Michael M. Michael M. Michael M. Michael M. Mike Lucia Mike Lucia Mike Lucia Mike Lucia Mike Lucia Mike Lucia Mike Lucia Michael F. George W. Michael F. Kremer Kremer Kremer Spicer Spicer Spicer Spicer Spicer Spicer Pickett Zimmer, Pickett 6. Pot Luck Mine Sweet May Mine Sandy Girl Mine Valhalla Golden Eagle Olympus Rainbow Opal Nirvana Reo #1 Reo #2 Reo #3 Reo #4 Yellow Dog #1 Yellow Dog #2 Yellow Dog #3 Golden Fairman #2 Lillian L Golden Zenith No.1 5N-2W-3: 5N-2W-3: 5N-2W-3: 5N-2W-3: 5N-2W-3: SN-2W-3:3 SN-2W-33 SN-2W-3: SN-2W-3: 5N-2W-3: 5SN-2W-3: SN-2W-4;: SN-2W-9:3 5N-2W-9: SN-2W-9: SN-2W-93 SN-2W-93 5SN-2W-9: 5N-2W-9: 5N-2W-9: NE} NE} Swi SWk Swh NWSE sw SE SEk SEk SE\ SE AA-050648 AA-050649 AA-050650 AA-050651 AA-054945 AA 054946 AA-057025 AA-057026 AA-014884 AA-014885 AA-050634 AA-042165 AA-056039 AA-062565 AA-056221 AA-031701 AA-031702 AA-031703 AA-031707 AA-044544 Milo E.Flothe Milo E.Flothe David C.Stahl Helen M.'Stahl Anna M.Stahl Anna M.Stahl Michael M.Spicer Michael M.Spicer Milo E.Flothe Milo E.Flothe George W.Zimme., Cecil Waller Juanita R.Larson Juanita R.Larson Jack Goodyear Fred Mastel Fred Mastel Fred Mastel Fred Mastel Fred Mastel Sr. Golden Zenith No. Golden Fairman No. Sweet Marie No.2 Helen Marie No.2 Snoopy Sheri Anna Laticia I Laticia II Fairman Nova #1 Golden Fairman #2 Ada Annie J The Marguerite Nita Rose Shirley E. 2 Fairman-Madison No. 5 1k Fairman-Madison No.2 F Fairman-Madison No. E&E Bolinda #2 3.R