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HomeMy WebLinkAboutAPA1218I I I I I I I I I I I I I I I •• I I I A~ Ill ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PRC.JECT DESIGN TRANSMITTAL TASK 2~ ANALYSIS OF ALTeRNATIVE TRANSPORTATION MODES FOR CAfl1P RESUPPLY FEBRUARY 1980 I I I I I I I . I I I I I I I I I I I I ~ ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT DESIGN TRANSMITTAL TASK 2: ANALYSIS OF ALTERNATIVE TRANSPORTATION MODES FOR CAMP RESUPPLY FEBRUARY 1980 1 >!.:;? 0 o. I~ ~ 0 l PREPARED Bv: C. A. DEBELius APPROVED BY: J. D. LAWRENCE I I I I I I I I I I I I I I I I I SUSITNA HYDROELECTRIC PROJECT DESIGN TRANSMITTAL TASK 2: ANALYSIS OF ALTERNATIVE TRANSPORTATION MODES FOR CAMP RESUPPLY TABLE OF CONTENTS Page 1 -INTRODUCTION .. ~ .............................. o............. .. . . . . . . 1 2 -SUMMARY ••.•.••. o ••••• o ................................. $ • • • • • • • • • • • • • 2 3-PROGRAM ..• .,~·-·········e·················o·····o···················· 3 4 -ALTERNATIVES FOR RESUPPLY .......... ~.... . . . . . . . . . . . . . . . . . . . . . . . . . . 4 4.1 -Use of Large Aircraft....................................... 4 4.2-Use of Light Aircraft ................................. : ....• 4 4.3-Use of Helicopters .......................................... 5 5-ANALYSIS OF ALTERNATIVES ..... H ..................................... 6 5.1 -Use of Large Aircraft......................................... 6 5.2-Us~ of Light Aircraft ....................... ~·······~······· 6 5.3-Use of Helicopters ................ ~~························· 6 6 -RECOMMENDATIONS... . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . .. . . . . . . • 8 . . ATTACHMENT 1 -. Susitna Airstrip Cost Estimate ATTACHMENT 2 -Summary Estimate Sheets/Detailed Estimate Sheets ATTACHMENT 3-Correspondence/Frank Moolin & Associates ATTACHMENT 4-Frank Moolin & Associates, Inc.: Review of Holmes & Narver Estimate, Airstrip Estimates -Cost Comparison I I I I I I I I I I I I I I I I I I I -1 1 -INTRODUCTION This transmittal presents the results of an analysis to compare alterna- tive transportation modes for resupply of camp facilities for the Susitna Hydroelectric Project at Watana Dam Site during the period March, 1980 through June, 1982. The Plan of Study (POS) submitted to Alaska Power Authority (APA) on September-11, 1979, envisioned the construction early in Phase I of an airfield at the proposed fie 1 d camp site so that fixed-wing aircraft caul d be used to resupply the camp with perishables, spare parts, and light consumab1es as well as to transport personne 1 back and forth to the camp site throughout the Project. Heavy resupply, particularly for· fuel, would be accomplished in winter when overland transportation would be possible. The first concept had involved military forces for construction of the airfield as a tactical exercise. Subse- quent to submission of the POS, it was agreed that ACRES would proceed on the assumption that military support would not be avai1able. On November 1, 1979, ACRES provided APA with a new estimate for Phase I camp resupply transportation~ Several specific line items were pertinent at that time and have since been included in cost estimates submitted in support of the APA-ACRES contract documents. These items follow! (a) Under Subtask 2.02: -Transportation (the cost of air transportation to and from camp during the contract period) (b) Under Subtask 2.03: -Design and construction management (including work by R & M and ACRES) -.Construction (c) Total camp resupply by air $ 510,000 $ 33,000 $1,123,800 $1,666,800 Certain assumptions were made in good faith in support of these costs: . (i) BLM would permit use of Rolligons during the summer months to permit removal of airfield construction equipment as soon as the airfield was com- pleted, or Hercules Aircraft would be used to remove construction equipment. (ii) 132,000 cubic yards of fill and 150,000 cubic yards of crushed rock will be required. (No actual site survey was then available to produce more precise quantity estimates.) (iii) Food and lodging for construction personnel would be provided as a portion of the total camp operation cost. I I I I I I I I I ·- I I I I I I I I I I 2 -SUfftMARY Three alternatives for camp resupply have been considered: Use of large aircraft -Use of light aircraft -Use of helicopters -2 Cost comparisons indicate that the most cost-effective alternative is that of using helicopters, for at least the first year of camp operation~ wit~1 a consequent savings in Phase I costs of approximately $100,000. However, some of this amount may be consumed by the additional requirements of warehousing and passenger scheduling services. Nevertheless, it is recommended that the camp be supplied using helicopters for the initial year of operation. I I I I I I I I I I I I I I I I I I I 3 -PROBLEM A field reconnaissance undertaken by CIRI/H & N suggests that signifi- cantly more cubic yards of material than had earlier been estimated would be required at the site of the proposed airstrip. In addition, BLM has now indi- cated that Rolligon transportation in the sumner months ·is not likely to be permitted. The net result is that staggering increases in airfield constructiln cost estimates have now occurred. Indeed, the original FMA estimate (ATTACHMENT 1) supporting a cost of $1.1 to $1.4 million must now be compared to estimates by CIRI/H & N of $5.0 to $6.1 million (ATTACHMENT 2). Equipment rental ~lone$ since no summer removal is possible by Rolligon and since Hercules removal would require a runway even longer than that proposed, would run on the order of $2.0 million. In order to provide independent review and confirmation of the CIRI/H & N estimate, ACRES has asked FMA to prepal'e an evaluation (ATTACHMENT 3). A preliminary response from FMA suggests a potential reduction to $3.7 million (ATTACHMENT 3). For purposes of further analysis, we assume a cost of $4 million for constructing and instrumenting an airfield for large aircraft. Simply stated, the problem is as follows: AIR KtSUPPLY OPERATIONS FOR THE CAMP SH8ULD BE CONDUCTED IN SUCH A WAY THAT TOTAL COSTS OF THIS ACTIVITY ARE MINif\'liZED AND~ TO THE EXTENT POSSIBLE, KEPT WITHIN THE NOVEMBER 1, 1979 ESTIMATE. I I I I I I I I I I I I I •• I I I I I ...- 4-ALTERNATIVES FOR RESUPPLY Three ·alternatives were considered for resupply. Each is described in succeeding paragraphs. 4.1 -Use of large Aircraft -4 This approach would involve continuation of the original concept, but at a significantly higher cost. Cost includes: (a) Phase I -Design and construction management -Airfield construction -Air transportation 90 Hercules trips @ $4,000 (Note that a 1 oaded· Here can 1 and on a 5,300 foot runway and take off empty. A loaded Here requires 6,300 feet to take off.) -300 trips by light aircraft at $500/trip -Subtotal, Phase I (b) Phase II -Air transportation (c) TOTAL, Phase I and II 4.2 -Use of Liqht Aircraft $ 33,000 $4,000,000 $ 360,000 $ 150,000 $(,543,000 $ 510,000 $5,053,000 / This approach assumes construction of a 3,000-foot runway and total resupply by light aircraft. Precise cost estimates for such a strip have not been prepared, but it is clear they would substantiate the need for $2 million in equipment rentals and perhaps 3/5 of the remaining $2 million. Thus, costs are assumed as follows: (a) Phase I -Design and construction management -Airfield construction -Air transportation Daily trips, say 800 @ $500 -Increased heavy lift by Rolligon in winter -Subtotal, Phase I $ 33,000 3,200,000 400,000 250,000 $3,883,000 I I I I I I I I I I I -5 (b) Phase II -Air transport $ 400,000 -Rolligons 250,000 -Subtotal, Phase II $ 650,000 ~:.~ (c) TOTAL, Phase I and II $4,533,000 4.3 -Use of Helicopters This approach assumes design and co~struction of a helicopter pad onlyo Construction would use some in-p 1 ace equipment to construct camp gravel ?ad. Daily use of a 1 arge helicopter (such as a Be 11 205A-1) in months of Ma.Y through September is assumed and daily trips by a smaller helicopter (such as Bell 2068) are assumed in other months. · (a) Phase I -Design and construction pad -Trips by Bell 205A-1 12 mos x 30 dys x 3 hrs )\ $890* mo -Trips by Bell 2068 16 nis x 30 dys x 3 hrs x $370* mo -Increased heavy lift by Rol1igon in winter -Assume non-flying days for weather @ 15%, or .15(961,200 + 532,800) rounded out $ 25,000 $ SJ1,200 532,800 $ 250,000 {225,000) II -Subtotal Phase I $1,544,000 $1,519,000 I I I I I I I (b) Phase II ·(same less $25,000) (c) TOTAL Phases I ~nd II $3,063,000 *Rates provided by Sea Airrnotive, Inc. Normally, a contract rate will be equivalent to three times the cost of an hourly r·ate, so that several trips may actually be made in any given day. I I I I I I I I I I I I I I I I I I -6 5 -ANALYSIS OF ALTERNATIVES ___ ,_,.__;;." ... """~"-.... ----·-~---"-,~- It must be kept in mind that a heavy-lift airfield is likely to be required ~Y the time project construction commences. While such a cost can be · deferred initially, it cannot be entirely avoided. A discussion of each alternative follows: 5.1 -Use of Large Aircraft While the cost for this alternative is clearly greatest, it has the advantage of providing a facility available for use throughout the entire- project period, i~cluding project construction and beyond through plant operation. It would ens~re a heavy lift capability in summer for unforeseen emergencies. It also would offer the possiblility of better all-weather operation than the helicopter alternative. Disadvantages include: (a) High cost, (b) Requirement for a wetlands permit, which may cause some delay, (c} Comnitment to major capital cost prior to the Go-No-Go decision and (d) Possible significant costs for snow clearing in winter. 5.2 -Use of Light Aircraft While the initial cost for this approach is slightly less than for that for large aircraft, a significant cost for lengthening the original strip would have to be incurred later. All of the above disadvantages remain in force, but the unforeseen heavy-1 ift emergency can no longer be accommodated. 5.3 -Use of Helicopters Th·is approach was originally discounted on the ground that its $3.2 million cost for Phases I and II significantly exceeded the $2.2 million originally estimated for the work in Phase I and II .. {$2,.2 million is the sum of $1.7 million cited in Paragraph 1 (c) for Phase I and $0.5 million for air transportation during Phase II.) This approach offers certain advantages: (a) The Phase I costs remain approximately the same as estimated. (b) Operations can probably begin without a gravel pad, thereoy avoiding wetland permit delay. (c) Capital investment prior to Go-No-~o decision is minimized. (d) An exclusive contract with a helicopter charter service could further reduce costs estimated for hourly rates. (e) Some sharing of helicopter time for field support (such as drop-offs enroute to Talkeetna) could reduce pressure on tight field helicopter support estimates. (f) The camp area is more easily restored to its original condition if no actual project is undertaken. I I I I I I I I I I I I I I I I I I I -7 Disadvantages include: (a) Loss of emergency heavy-lift capability for unforeseen events, (b) Deferrment of capital costs which must ultimately be invested if a project is ever to be built, (c) Greater sensitivity to poor weather conditions, and (d) An increase in the costs originally estimated for Phase II (In the amount of approximately $1 million). I I I I I I I I I I I I I I I I I I I -8 6--RECOMMENDATIONS It is recommended that: (a) The helicopter alternative be selected as preferred for at least the first year of operation of the camp until the Go-No-Go decision is reached. (b) This issue be reviewed prior i.u Januar·y 1981 so that equipment for airfield construction can be brought to the camp in February 1981 if necessary. {c) No change be made in estimated costs for Phase I until operational experience proves up the possibility of saving approximately $100,000* in Phase I. (d) APA approve these recommendations as soon as possible so that they can be incorporated in the revised POS. , .. ~ I " ./ / ~ ~ ' / I ( /-?.-.;_ , ., ~ ~ { / v'lr' _ i ·· : ~ \.._ Charles A. -Debelius, P.E. Study Director , j / 0 *This cost may have to ne incurred in the event that the helicopter charter service is unable to provide a receiving warehouse and passenger scheduling service. We are currently evaluating such a requirement and will attempt to include it as a work statement in helicopter subcontracting. . I ·~UCK DEEELlUS . , ACRES A~EE!C~N~ INC. A TTACJ-It1ENT 1 F!-1 . R. 11· JENS I . SUBJECT: SUSITNA ftlRSTRIP COST ESTIMATE I I -I , .. .... I . I •• . ' 'I SHOWN BELOW IS THE COST ESTIMATE-YOU REQUESTED FOR CONSTRUCTION OF AN AIRSTRIP TO ALLOW HERCULES T~{EOFF AND LANDINGS AT THE WATANA DAMSITE. THE FOLLOWING ASSUMPTIONS ~ERE MADE IN FO~~ULA-. TING THE COST ESTIMATE: . . . . . • THE LENGTH OF THE STRIP WAS ESTABLISHED AT 6300 TO ALLOW TAKEOFF·OR'LOADED AIRPLANES TO FACILITATE EQUIP- .. MENT RE110VAL.. lF ONLY LANDING OF LOADED AIRPLANES IS REQUIRED.7HEN THE STRIP C~~ BE SHORTENED TO 5300 FEET • .· ...... ~~ -".. .. ...... ; --~ . ··.,..NQ ALLOwANCE HAS BEEN MADE FOR DRIL!.ING AND SHOOTING -~-·: .. THE MATERIAL SITE. IT IS ASSUl{!ED THAT D-8'5 WITH . RIPPERS CAN DEVELOP THE MATERIAl: SITE ... ·. ·. ··. · . . . ... . ... :. ,. • ALLOWANCES vJEP..E ~..ADE FOR THE C~N<5TRUC TI ON OF A MAXI-. MUM OF 103000 FEET OF ACCESS ROAD FROM THE MATERIAL ~. :.. . . . • ... 1..-:·' ,. ~ ' -·r- . .. SITE TO THE AIRSTRIP SITE. IN REALITY~· ·THE· COST OF THIS ' ...I· ACCESS ROAD MAY EE ATTRIBUTABLE TO THE ENTIRE PROJECT . ./: .. AND NOT JUST FOR THE AIRSTRIP. . ! . ,• ... -. ·ROOM AND BOARD AND PERSONNEL TRANSPORTA;fiON COSTS "trlERE · NOT INCLUDED IN THE FIGURES SHOwN. ... -, ..... '" .. · ., .,."*JO. ·' . .,· . .. . ' •, ---.. ----SUUUARY ESTI~ATE SHEET ENGINEERS • CO~STRUCTORS ACCT. DESCilPTlOt( UAUHOURS ---~M~O~·--~--------~----------~---------------------r---· -~.-... ......... ~----------·-·--f--.'1~ 8 4 s 1•-'-t'-'-1~,.,_._-t II 'o ID 7o lJATEilAL - suu- co»TRACT --·- c. li ...., .,-\ u" --~--,---------~~_.------------~--------------~--------+-+--+·--~--r--+--~~--+-~~--~---~~--~~~ -1 ------;---------------------------~--------------~--------~+--+---4~~~--~~--+-~~--~--~--~--+-~~ ------~----~-------------------------------------~--------~+--+---+-4--~--4-~--~~-4--~----~--~~~- ~ -------r------------------~----------~----------~---------~+--+---+~---r~~~--r-~-4--~----~--~~~ \ _.,-..&. \ ------~------------------~~~~~~~~~~~~~J~-----~-------~~~~--~-+--~--~+-~~-+~~+-----+-~~~-1 ------·t-------------------~----------------------;---------r-r--r--~~--~--~~--~~-+--~-~--~--~~N "'C -------r-------------------------------------------~--~--------1~--~~---+·-+--~--+-~~~~-+--~--~~~~~~ . ro ------r-~----------------------------------~---~--------~~~~--~~~~~~--~--~+-~--~~--~--~~ TOTAL • _"S.,;.;;....;I.l-.,S;;;..._l _-r-.... )...)..._.L....__.'JJ_A_T......_A..-.t-...~ ......... ;.._C....,;..A.;.;,M...-,.P_r:""'"t{~uw;H;;;..;w--..A.-.Y_. _ ..... \ fu-.· .... ~-' .~......,..;1 ...... 2.;;.;18..,o..,1 _____ _ i..nCAflOU • 4 ¢ Q Q A c. it ~s..... b M 5 !kl ~~-------__, ____ ........,,.,. ___ _,. AB E;.i -&iiiiiiiiiiii - --... --- DETAIL ESTit1ATE SHEET HDLUES & MARY£~, lltC. EMGIMEERS • CONSTRUCTORS DESCftl PTI OH ACCT. HD. QUAHTI TJ UHI T LAtalt TOTh!.. RAT£ U:.IT KHft3 HR. LA COR . ltATERfAL CQ3T UMIT IZ. oeo ---- SU BCOMTRACTS COST lnll T DI.Tt TOTAL tOST FACiliTY _ _.;:W;;...;;.;-"~· ~"""~A.,:u:::...::::J..:-.:::C.:r:::::.!b:l.:M~e;___R~\J.L..J.tJi!.!U.l::::::'~A::::....:tY;...._ ___________ ., _________________ ····---- TYPE OF ESTIMATE . I JOB MO • SHEET XO. i... OF G. PRINCIPAL SU! ACCT. HO, -----..-----DETAIL ESTltlATE SHEET HOLNES i MARYEA, lHC. EHGIMEERS • COHSTRUCTORS lACO R ACCT. ttO. DESCRI PTI OH . QUAHTITY UHIT LAOOR TtJTM.. nATE: \miT M:ift!J Het. rrncm . tlATERIAl CQ,. UIUT SU BGOHTRACTS COST fmlT 2.0 ooo -- TOTAL COST ~DOO ~~~ --------+--=~~~~~~~---------4~~~~----~---+~---r~~-r~~~~-+--~~~-+---r--~--r-~--~.r--r--~----~> --------+-------------~----~~~-4-~~0~6~0~4---~----~~--~--r-~~+---+---~~--+---~--+-~--~--~~~~--+---~r ... --------+--------------------------+-------4--~~---+----~--~-+--~---+--~~---+--~---+~~-+---~~~---+----~·' z ~------+-------------~~--------~-------4----~---+----~---r-+---+---+--~~---+--~---+~r--+--_,r-~---r----~~ 'D --------·~----~------------------~-------+--~~--~-----4---~~--~--~---+~--~--~---+~---+--~--~--~--~ ~ lO ~------~----------------·---------+------~--~~--~----~--~-+--~--~---+~--~--~---+~~-T---1~--~--+---~ m ------~~--~------------------~~----~~~~---L----~--~~--~--~--~~--~~----~~--~--~_.--------~ w FACILITY _ W ,\rr-A. t.J.As-R.~t-HuA ~ ------~-.---------------------~------------------------~------------------~------TYPE OF ESTlHATE JOB HO. SHEET MO • .J OF G, PRlMCIPAL ~U5 ACCT. MO. t•H nrt rn arv . -------------- DETAIL ESTIUATE SHEET ACCT/ HQ. . DEStnl PTl OH s HOLliES L "AftYER, lMC. ACTIO';; It( DAT£ Of£CX:!O EKOIHEERS • COHSTRUCTOAS 2.c,. GOO FACILITY -· _.....;~wc.;;;...~.ls....:~~A.~u~~::::_~C:.::'"'~~,..,....~P:__lV,.~v~lo..I~W~A~'i-:---------------------"'--..;......---------- TYPE OF ESTiHATE JOB MO. I 0 I SHEET KO. OF G, ••·Jt nrr Jn arv ~ . ------.. --· HOLIES It HARYER, IMC. Actto:t EMGlME£RS • COIUTRUCTORS Jl'ft!CED £Xlll1SI~S DETAIL ESTIUATE SHEET OAT£ ACCTII NO. DESCftl PTI OH LACOR • •uTERiAl QU AMTI yv U'" T ~;;r;,;;:f.:;;f----~~..,."~~:.___.i-_2SU~B~CO~rt]TR~A!JCT~S_J ' IH. I LAr.oR YOTN.. ~T£ lmiT tuiftS HRa ~T U~STIT ~T COST ~,._,.,..T TnTAL COST " lmJ T ""'""""'" 'TYPE OF ESTIHAT£ JOB NO. o I SKEET MO. OF~ PRlMClPAL SUS ACCT. KO. ACCT. kO. DETAIL FACILITY TYPE OF ESTIMATE ra. Jl nrt '" arv ESTillATE DESCRI PTI DH SHEET HOUSES I. NAftYER, ltlC. £KGIMEERS • CONSTRUCTORS LA COR QUAttTITY UHIT uron TOT,4l.. RATE milT KHR3 HI. SHEET HOi 4 OF -----ACTI~ • MATERIAL CQST UlUT /Z.-11 SU BCD~TRACTS COST LmiT PRlKClPAL SUB ACCT. MO. ou:cu::o TOTAL COST -Ul .. M <I ENGINEERS ~ COHSTRUCTORS DfSCRlPTlON MAN HOURS LABOR BlTEilAL sua- cou R,\CT =--r------~~--~---+---4-~-+~-+4~~-U~~=L~u r------t--------------------------------------~--------t-i--+--_,·-+--,_--~~-+--~+--+--~~--~__J ~ ro TOTAL -r--r---t-t--i---+-+--4---~r--+---4-+--4---~ ~ JOB KO. -___ ... __ DETAIL ESTiti~TE SHEET ------HDlllES Ia NiRVEl, EHOIMEERS • COM3TRUCTORS LA&fJ R ACCT. MD. OESCRJ PT! DH QUAHTITY UHIT LAlOR TOTAL ltAT£ Uft IT IIi AS HI~ LS L..~ Booo I.. FACILITY ftA4 , .JO 8 KO. SHEET MO. Z: OF ,J 3 000 0 EKTDl S I cr.t S . lU TERI Al - 000 ooo - SU BCOHTRACTS COST l1K IT . Z."J ooo PRINCIPAL SUB ACCT. MO. ~TAL ~ilST {)/ .I!JDO 00 ):::2 -1 --1 ):::> n :r: -,. ,-,rn z ,-I N : I -o PJ t.Q ro '00 . . ' -. . .... .. :: ·/: .· :: .. • ,.. • • • • ,. l • • • ' .~· • ~~ •• ~ •••• :J ... DETAIL ESYIUATE SHEET DESCRI PTI 0~ ACCT. HD. FACILITY HDLIIIES ' MARYER, INC. EHGIMEERS • COnSTRUCTORS LA COR QUAHTI JY UtH T Uf:OR TOT~ RAT£ I ~ooo WIT tttn3 Hft. TYPE OF ES1'l .. ATE OA./;1' JOB HO. SHEET NO. ~ OF :3 rt.Jt nrr '" •tv • tlATERIAL COST UIUT ---- C.P DATE 12..·17.-i SUBCONTRACTS COST UMIT -· PRINCIPAL SUB ACCT. HO. !l -OAT£ TOTAL COST c::u:::) o I "0 PJ .0 CD \.0 . I, .. I I I I I I I I I I I I I I I Mr. Mike Jenns Frank Moolin & Associates 320f C Street Suite 600 Anchorage, Alaska 99503 Dear Mike: ATTACHt·1ENT 3 December 18, 1979 In connection with the construction of camp facilities in support of the Susitna Feasibility Study, CIRI/Holmes & Narver has prepared detailed estimates 7or construction of two alternative runways at the proposed camp site. As you can see from the attachments, these estimates range from just over $5 million to more than $6 million depending upon runway length. Needless to say, these amounts are significantly nnre than you had earlier estimated in connection with our representation to the Power Authority. I \'/OUl d very much appreciate your review of the CI RI vJork with a view toward either confirming that these estimat.es are reasonable or pro- viding me with your latest opinion as to the cost of constructing a runHay. A particularly significant cost in the total described by CIRI has to do with equipment rental. It is the position of CIRI/H&N that any equipment brought in during the winter of 1980 cannot be removed from the camp site until the winter .of 1981. The constraint appears to be on the ability to use rolligons during the summertime. In the event that you consider these new estimates as correct or nearly so, it is clear to us that we need to consider the alternative of resupplying the camp by he1ipcoters. In this latter case, we, would propose to bring a }tear's supply of fuel in by rolligon, and use helicopters to carry passengers in and out of the camp as well as to transport perishables and certain spare parts which may be needed in the course of the work. My initial analysis indicates that this could possioly be accomplished by planning one trip per day using Hueys from either Ta 1 ketna or Anchorage. In the wintertime I suspect that this function could be performed using one Huey trip every two or three days to support the camp. I would appreciate it if you would get the latest rates from various charter services, particularly if we were to enter into a contract for an extended period for providing support of this type. This might be arranged either by contracting for a certain number of hours every month or by contracting for a certain number of trips each man th. My O\'/n analysis supports the thought that in the event the runway exceeds about $1.3 mi 11 ion, the he·a i- copter support approach becomes the favorite alternative. Would you be so kind as to give me your own views in this regard? ACRES AMERICAN INCORPORATED Consulting Engmeers Sutle 329. The Clark Building Cclombia. Maryland 21044 Telephone 301-992-5300 Wash.ngton Line 301·595·5595 I '. I I I I ·I I I I I I I I cl I I. I I I . . i1r. Hike Jenns December 18, 1979 ATTACHt4ENT 3 Page 2 I would very much appreciate your response to these items within the next few days since the question of airfield construction significantly impacts upon the extent to which we arrange for ro 11 i gon transportation from Denali Highway to the proposed camp site. It now appears that ·1 will not be in Alaska again until sometime after the first of the year. Please accept my best~-s es for a Merry Christmas and a Happy Holiday, and please do extend my re ards o Frank as well. All of us wish him a speedy recovery. cc: J. D. Lawren J. G. \4arnoci< J. D. Gi 11 Attachments: as stated CAD:jr ACRES AMERICAN INCORPORATED ... ..,, ... -• I .. I I '"'.::". .. I I £uL~~-{ Cdhs-Ts;; ~ _:r.$.4/J~ ~0!! ,.~ I ~ ~i.~ ~''·uo ............ '-~.L.f%.. • ~oio~t . "" £&U p!t rl<:~tA<. . ~ f=;e_br~~tlft-B,. . .. I 10) I . 1: \ .. 1(1) ; .. -~ ~v I . . . .· ATTACHMENT 4 .Fr. rr=-;lt. ... r. n ......... "'""n~ ~ 1\ ~c~v-..f.-1 ~~ ir\..'"" Ui 1· .. PitJv,;r '"-A r\~~~iv~i h ~--: -·· · ~·... {A.;-;1~\"T~.::J 1:'~9:-~r.:sro ... :;.,~}j.J~!,~.:-J.C:U.•,~:r~·)· .... ~· s '. . ~;· ,._ .- ... .... .. .. ~ . . ..,.,. . . . ·. . . . . . ... , . . · .... • .. • - ' ' ! ! ...,.., . ' .. . . . :~ . . . . ~ '·~d ~,dV .~(IJ!kf:S' ~A;~~l'. . . . . . .. ., f ·• ' ' . ' " '\. . ~ . ·~ • .. t ~~~~epl' .. 77~"~~dt-:-P~~F4, . ' . . . . . ... .. ~J../~ t".i4JG:G~tp~ .. · . .. ... 1r -~. . .