The URL can be used to link to this page

Home My WebLink AboutAPA3264I J 1 I I l, J J J J J ~J I I --------------~~~~~-----.w·· .-. .... ,,.. __ lllal!l ____ .__,.,llllii __ _ [}{]&lffi~&c~jiD&®©@ Susitna Joint Venture Document Number Please Return To DOCUMENT CQNTROL SUSITNA HYDROELECTRIC PROJECT TASK 5 -GEOTECHNICAL STUDIES DECEMBER 6, 1982 -JUNE 30, 1983 Enclosed is a compilation and summary of the tasks and activities required for the ti~ely performance of the Task 5, Winter 1983 Geotechnical Investigation Program. Information pertaining to the scope of service descriptions, contract dC~,ta, costs and schedules are presented as follows: A. Executive Summary 1) Cost Summary -Geotechnical Program .2) Cost SuiilillC;irY-Support Logistics 3) Site -Camp Loading Requirements B. Activity Schedules -Manpower and Cost Loaded 1) Geotechnical Programs . 2) Support Logistics c. Information Appendices 1) HARZA/EBASCO Joint Venture 2) Denali Drilling, Inc. 3) R & M Consultants, Inc. 4) Harding-Lawson Associates 5) Conk Inlet Region, Inc. 6) Air Logistics of Alaska, Inc. The above stated compilations and summaries are based upon the basic assumptions -v;hich fallow: 400 772tn Avc-:.nue, Nc Betlevue. Washmgton 98004 206 45i·4500 f r , ~ I I ' ~ l I f f I f 2i ' M . t ·. . . • ·• "" .; '< • ' ... J • • ... ' • -~ ~-"'.. • RARZA-EBASCO Basic Project Assumptions The logistical parameters of this study are based on optimizing the Harza-Ebasco Joint Venture Winter Geotechnical Proposal Program, plus giving consideration to interfacing and sequencing commencement of the pre-summer auger program which will be initiated by HLA, coupled with support activities from Harza-Ebasco, R&M, CIRI, and Air Logistics, Inc. and scheduled to commence on May 1, 1983. Due to seasonal changes, interfacing and scheduling, it is necessary to make the following basic assumptions in order to optimize the Harza~Ebasco Watana geotech- nical program. 1. Harza-Ebasco (a) Fifteen professional people working in the field on a rotat:ing shift schedule. Ten days at the site and 4 days off, working 12 hours/work day. (b) Four professional people coordinating full time from the Anchorage office. (c) It is assumed that transferees from the Lower 48 will be given a clothing allowance. 2. FMAA FMAA will control site logistics as part of the Harza-Ebasco team in accordance with the Moo lin est:lmate. These costs are in the attached appendices. 3.. Denali Denali will provide drilling services in accordance with the contract and tl Denali cost estimates specified in the appendic~s. 4. R&M Surveying and instrumentation will be accomplished in accordance with estimates 1 . provided in the appendices. l l, ~· ~~ I r * '~,!)! i ~· ~' I ~· t ;. !r J: t ~ .Y 5. HLA Site laboratory geotechnical testing, geophysics, and Becker Drilling support activities will be done per HLA estimates attached in the appendices. 6. Air Logistics As shown in the attached appendices, it is assumed that at the onset a minimum of two aircraft will be required for transporting work crews and for safety. These aircraft will be contracted in 3 month time periods. As shown in the appendices, other aircraft will be contracted for the projects with commitments made on a month-to-month basis. Part-time budget cost estimates have been pro- jected to provide for the auger drilling and environmental programs. Other contract negotiations. include a 15% cost reduction below standard tariff rates on any aircraft owned by Air Logistics, Inc. It is envisioned that fixed-wing aircraft will be required for transportation from Anchorage. 7. CIRI CIRI will be responsible for the Watana Camp operations, including 1:mt not limited to, maintenance, catering and warehouse-laboratory modifications in accordance with the Acres/CIRI Agreement. ••• I Staff/Crew I ••---------4•.1\ctivity Duration Cost in $ LEGE~IU: 4 42,250 TASK-5 SUMMARY SUSITNA HYDROELECTRIC PROJECT TASK 5 -GEOTECIINICAL STUDIES DECEMBER, 19~2 -JUNE 30, 1983 GEOTECHNICAl. PROGRAM -TASK 5 SUB-1982 TASK DECEMBER JANUARY FEBRUARY NO. SUBTASK DESCRIPTION l 2 3 4 5 6 7 8 9 lO 11 12 l3 SA HARZA/EBASCO 1) Mobilize and EJcecute Geotechnical Programs 10 10 a) Site Investigations 80 ,000 15f ,50 0 l~ 8,5 no l) Technical Supervision : I 2) Interpretation & Evaluation 3) Documentation & Reporting I 4) Hammer Drilling-Logging, Sampling & Testing I 5) Instrumentation i 6) Seismic Refraction Surveys ! 7) Down Hole Geophysical Surveys I 8) Ground Penetrating Radar I t>-5 5 I 5 h) Technical Support Staff-Anchorage -9< ,3( 0 6 ,4C 0 2,3 po 1) Project Administration-Cost & Schedule Control 2) Interpretation & Evaluat~on (Preparation of ' the Geologic Mod~l) 3) Documentation li Reportlng 2) Contract Administration ,. .. -1 2 t 1 ! a) Technical Contractors-HARZA/EBASCO ,0( 0 1 ,0 0 8' 1 00 1) Denali Drilling 2) R&M Consultants 3) Harding Lawson Associates I ! I i 1983 MARCH APRIL 4 15 16 17 lB 19 20 21 0 1 p '!_ 15 8,5 [)0 11 7 ,o'po I 5 5 72,3 bo ,2,3 [)0 I 1 1 8,~ ()O 9, I 00 I I i I I I I PAGE 1 OF 8 MAY JUNE 22 23 24 zs as • 7 28 29 30 31 )-< I I " .;: r 5 5 7~.3 )0 72 ,300 I 1 1 9,7 00 ~ vlQJ I ---i.- I t ! I l l l l I I i. r l I l l I I t Staff/Crew ·-~ oo-----.eActivity Duration ~· 42,250 Cost in $ " LEGEND: 4 SUB- TASK NO. SUBTAS!C DESCRIPTION SA HARZA/EBASCO (coot) 3) Preliminary Underground Exploration a) Summer Program Logiscic~ b) Core Drilling & Auger Dr.:llling c) Trenching d) Portalling & Tunneling . . . TASK-5 SU11l'fARY SIJSITNA HYDROELEC'l.iUCPROJECT TASK 5 -GEOTECHNICN. STUDIES DECEMBER, 1982 -JUNE 30, 198J GEOTECHNICAL PROGRAM -TASK 5 1982 DECEMBER JANUARY FEBRUARY. l 2 3 4 5 6 7 8 9 lO 11 12 13 ~ .,..__ ·----f-· r--1- i ! r I I I I ' . . ' I' i i i r I I I I ; l . I I I I I PAGR 2 OF 8 1983 MARCH APRt.:L I MAY JUNE 415 16 17 1B 19 20 21 22 23 24 25 26 : 7 28 29 30 31 I I 5 I !1.0 10 I--1--f-~ 1---ll 7,0 bo 58, ;nc I I I I I ' . . ' I I I ! I ' I I I .... , ________ .. _ ...... ,_ . .,,._ 42,250 l,EGEND: 4 Staff/Crew ~ ••----••Activity Duration Cost in $ SUB- TASK NO. SUBTASK DESCRIPTION 58 DENALI DRILLING, INC. 1) Recon of Access Route 2) a) Mob-Drill & Crew b) Demob-Drill & Crew . c) Mob-Wint~r Support .. d) Winter Opr. \tion \ e) Demob-Winter: Support 3) Drilling I a) Hammer/Rotary Drilling. 1) Df•m & Cofff:rdam -- TASK-5 SUHMARY SUSITNA HYDROELECTRIC PROJECT TASK 5 -GEOTECHNICAL STUDIES DECEMBER, 1982 -JUNE 30, 1983 GEOTECIIN lCAf, PROGRAM -TASK 5 1982 DECEMBER JANUARY FEBRUARY l 2 3 4 5 6 7 6 9 10 u 12 n I (~ b ,0£ 0 I 4 4 ! 70( -.cl> I· 42, 4 ,7 0 I : I r I I I I ~ h ' ~01 I 9, 8 I 8 4 4 : tfl, ~00 'dj,60 8J,20 ) 4J 60 I ' 6 I 1 ,( 10 ! I ' I PAGE_1_0F _ __!!_ 1983 MARCH APRIL MAY JUNE 415 1617 18 19 20 21 22 23 21• 25 ~ . 7 28 29 30 31 I J I ~ ( ~ pz. 25~f) I I I I I . ' ' 4 4 ,6 ~0 4 ! 1 n•R J C 00 I I 6 I .... I I ~ I 41,515 I I I I I 42,250 St:;Ff/Crew --~ •a.----·-.Activity Duration Cost in $. .._ ______ _ LEGEND: 4 SUB- TASK NO. SUBTASK DESCRIPTION SB DENALI DRILLING, INC. (cont) 2) Relict r.Jumnel 3) Borrow Site D 4) Borrow Site E & I 5) Water Well-Camp b) Core Drilling 4) Hourly Operating Rat~~ 5) Hourly Stand-By Rates . TASK-5 SUMMARY SUSITNA HYDROELECTRIC PROJECT TASK 5 -GEOTECHNICAL STUDIES DECEMBER, 1982 -JUNE 30, 1983 GEOTECHNICAL PROGRAM -TASK 5 1982 DECEMBER JANUARY FEBRUARY l 2 J 4 5 6 7 8 9 10 11 12 D I i I ....! 6 .. {.191 01( 6 ,.... ~ I i H z,o2o I I I ' . I ' I I I ~ i ()o ' ' 91 0]0 I I . -J G~"" ..... I 4,655 ....... ""' • 4,651 J] 4 65 ~ .().- 8,040 ...... 18 04 H 04 J 18,04 ~ ~ 6,~00 l6,500l 1.? ..-.,: ...... 1fi ,50 ~ 16,50 I I I I PAGE l, Or 8 ----- 1983 MARCH APRIL MAY JUNE 415 16 17 lB 19 20 21 22 23 24 25 ~ . 7 28 29 30 3L ~ i .., 6 45,505' I I -,..... :..J-i-t i'-' 4 65 il ,.._. I ...... 18,04 lB,040 il _..._ ...., 16,500 16 ,500 I I ' Staff/Crew ~ ••----... • Activity Duration Cost in $ LEGEND: 4 42,250 SUB- TASK NO. SUBTASK DESCRIPTION 5B DENA:T .DRILLING, [N~. (cont) 6) Testing & Sampling a) Permeabilities Testing b) Spoon or Drive Sample 7) Secured Stand-By ,: \. 01 Grew Time . I . TASK-5 SUHMARY SIISITNA HYDROELECTRIC PROJECT TASK 5 -GEOTECHNICAL STUDIES DECEMBER, 1982 -JUNE 30, 1983 GEOTECHNICAL PROGRAM -TASK 5 1982 DECEMBER JANUARY FEBRUARY l 2 3 4 5 6 7 8 9 10 11 12 D ,.. .... -p.~~ .... 4,8JJ 4,an 9,667 4,83 ..... ~.lJ J.Ja~ 2,083 l I . l I I I . . I ! I l i I . . \ I I I I I I .. I , .. i PAGE 5 OF 8 --- 1983 MARCH APRIL MAY JUNE 1\.4 ]5 1617 lB 19 20 21 22 23 24 25 ~ ; 7 28 29 30 31 I I h )~ 0 3Il-h. 1 ,08 I JU E' 'HR~ I JFC ~ 12,000 2,1 00 I 84,000 J I ">---{<Nlv: 7 8,500 8,5(JO .I J . r . ' I I ·I I i t . .. . .__:... .. --~ LEG EN(): 4 Staff/Cre\.r (MH) J ••-----aeActivity Duratton Cost in $ 42,250 SUB- TASK NO. SUBTASK DESCRIPTION 5C R & M CONSULTANTS 1) Instrumentation Monitoring 2) Instrumentation Data Reduction 3) Field Coordinator 4) Location £ Brushing Crew 5) Survey Crew 6) Survey Support & Data Reduction 7) Project Management TASK-5 SUMHARY SUSITilA HYDROELECTRIC PROJECT TASK 5 -GEOTECHNICAL STUDIES DECEMBER, 1982 -JUNE 30, 1983 GEOTECHNICAL PRu'GRAM -TASK 5 PAC.r~ 6 OF 8 -------- 1982 1983 DECEMBER JANUARY FEBRUARY HAR;;C;-;,11~9~-A-:-:P:::R::l::-L--r--MA--Y--,-------1 L 2 3 4 5 6 7 8 9 lO 11 12 l3 .4 15 16 17 18 19 20 21 22 23 24 25 J) • 7 28J~~E 30 31 • "1-12t M I 1 0 H 24 M 24' MI 24'-' AI ~ ' IT ~ ·--1--. ~ ~· 1-1--1--,_ 1-1---I-I---' 1-f~ I--I--...._:!.'I~ . -I-I--60 M!~ h t> 5 30D 1>,3 0 10 60b 10 60 LO 601 ll5, OC p·!--~ bM_!!~ -!!_~Mt!-1-~~~ -!-1-~q_~JI-I-_,40 f-!!!.1- 1 • oo 1 80 I 1 80 1 • oo I . 1 • oo J:>~!fm J2~MI i J2PM~ JO u lk6c'MIJ 2, · 519 I 15 oob j 15"oob l!>,o 0 j7, 00 70~H 90P M I ! 3<!!_ M I p,1po 39,BOD 1 ~3~3op 24~!! 90P ~ { t 90P M " ~.o~o 48 ,6op 16 p 1-' I I poo I 7, I I I; p t-I 7,poo 2,' ~0 ~ ,5( 0 I : ,sob I ! ; 9~0 fni lf)O ~I 7 ,OOD I ~0 ~HI I ,500 1 I I 50 MH 80 MH 3,p00 I (~+3~2~M~~~-~~·.2~0~~M~H~j'A 15,1oocl 15 rl 900 M I poo Mil 48 6op t8, 00 160 N l ~60 Hll 7,)00 7 ,ODO 4P M l 40 Ml 2,5op 2,r:>OO I Stnff/Crew-~ ••----.. •A.:.tivity Duration Cost in $ LEGEND: 4 42,250 SUB- TASK NO. SUBTASK DESCRIPTION 5D l~RDING LAWSON ASSOCIATES 1) Planning & Project Management 2) Order & Purchase Equipment 3) Equipment Shipment 4) Set Up Field Lab 5) Technical Services n) Site Testing Servlces . \ J.l Supervisor & 9 Technicians b) Anchorage Testing ~) Geophysical Sarveys (3 Men) d) Geologist/Engineer Support (2 Men) . TASK-5 SUHMARY SUSITNA HYDROELECTRIC PROJECT TASK 5 =--GEOTECHNICAL STUDIES DECEMBER, 1982 -JUNE 30, 1983 GEOTECHNICAL PROGRAM -TASK 5 1982 DECEMBER JANUARY FEBRUARY 1 2 3 4 5 6 7 8 9 101112D I ~ 16. ~4(] 9, 1792 9,79b ' ( ·~ :I~ 4, 62 I . ! I I ! I I I T ( ,..._ h 1 I 3,:;! 00 I I I . 95 591 . 84 ,JC~ . I lr" 6aJ~2: I 6,.8,6 I J I I I i I l li 33 121) : 3' •. 24lo PAGl~ 7 OF 8 1983 MARCH APRIL MAY JUNE h4 l5 1617 18 19 20 21 22 23 24 25 26 '7 28 29 30 31 ~.7 ~2 9, "92 9 79 17,1 118 I D,l 50 ~o. 232 ~ { lrr I I J 1 4 ·7 .c 3o I I 30: tJ 65 I I I 3;4 ,! 60 i 12,,96(] LEGEND: 4 Staff/Crew • •Activity Durathln 42,250 Cost in $ SUB- TASK NO. SUBTASK DESCRIPTION 5D iMRDINC LAWSON ASSOCIATES (cont) e) Auger Drill".ng 1) Planning & Project Hanagement 2) Mobilization 3) Drilling (lOU Day Progr.arn) 4) Demobilization (September 1983) . TASK-5 SUMMARY SUSITNA HYDROELECTRIC PROJECT TASK 5 -GEOTECHNICAL STUDIES DECEMBER, 1982 -JUNE 30, 1983 GEOTECHNICAL PROGRAM' -TASK 5 1982 DECEMBER JANUiA.RY FEBRUARY 1 2 3 4 5 6 7 8 9 10 11 12 D I ! I t I i ' I 1 I I i I I I I I i I I ' t I I I i I I ! . I I I I PAGE 8 OF 8 1983 MARCH APRIL MAY JUNE 114 15 16 17 118 19 20 21 22 23 24 zsa> ' 7 28 29 30 Jl I I I I ~ I 9 36P j9,7 ~2 '- I ( I I p I 13 , 75~ .I I p I 14 ~. 6 ~0 I I .. I I i I I I . I I I I ! . I Stnff/Crcw I ••----.. •Activity Duration 1 42.250 Cost in $ LEGE~W: 4 SUB- TASK NO. SUBTASK DESCRIPTION 39A HARZA/EBASCO-SITE LOGISTICS Non-Technical Contractors- Frank Hoolin and Associates a) Cook Inlet Regi.on , Inc. b) Air Logistics of Alaska c) Hatanuska Telephone Associations -~~ !""" n ' ~-~~ <""'~ ·-··•, '•') •':,..Jl<"-~~~ .... -.,_ '·-!~--? TASK-S SUMI-L\RY SUSITNA HYDROELECTRIC PROJECT TASK 5 -GEOTECHN lCAL STUD! ES DECEMBER, 1982 -JUNE 'JO, 1983 SUPPORT LOGISTICS -TASK 39 1982 DECEMBER JANUARY FEBRUARY 1 2 3 4 5 6 7 8 9 10 ll 12 13 I! 31 10( 51 • 300 41 '70) ' I ! I i I l I I I I I . ' I I i I I I I I ~ I - .. .. ... I -.. : . , I ·- I • . '1""-"T) ..... --. ......,....~ ... ~'"'!r~ : '? -·-=a •r~-'2 -~ 1983 MARCH APRIL 415 16 17 l8 19 20 ll 22 I 41 '700 51 30 ~ I I I . I ! I I I I I I I • • i r I I I . " I I I ! I . ·-i . .. I i I I j i I -·-•"''""~ ---. __ ,& - P~\GF. l OF 4 MAY JUNE 2':, 2/4 2.5 lf> • 7 28-29"'303f . I . 41 501 41, 50 I f I I I I I I l I r I ' I I . I I 1 ""''''"';) ---~"'"'\ -.,-~-, -...,.,.,.,"] I I t I l 1-- 1 I f I I t I t t \ LEGEND: 4 Staff/Crew (MD) • •Activity Duration 42,250 Cost in $ SUB- Tli\SK NO. SUBTASK DESCRIPTION 39B COOK INLET REGION, INC. 1) Camp Operation & Maintenance at Watana . 2) Major Fuel Lift 3) Camp Hodification & Upgrade a) Lab b) Water Well 4) Special P~ojects . a) Warehouse Door b) Snow Strip c) Water Saver; Washer/Dryer I d) W:ar:ehouse Demobilization of Cores, Etc. e) Camp Leveling f) RF Patch I TASK-5 SUMMARY SUSITNA HYDROELECTRIC PROJECT TASK 5 -GEOTECHNICAL STUDIES DECEMBER, 1982 -JUNE 30, 1983 SUPPORT LOGISTICS -TASK 39 1982 DECEliBER JANUARY FEBRUARY l 2 3 4 5 6 7 8 9 lOll 12 D . I 18( Ml H6 I' ) i 12 ,6( 0 I 1~ 3 ,E 00 I 6( M1P 17,70~ v : i I I o--' ' I 34 1~41 • I : I . ' I ~ I i . j 36 ,30J ,v - .. -· . ---·· ·-,. -··-· ···~ -I I i ....... .. -"• . . I I 1983 MARCH APRIL 415 16 17 lB L9 20 21 22 1 86 ~ 18r; t p ] 23 .~0{ 12 3,6 00 6( Ml f ~ 19, 40( . I I i ' I I I I I I I I I I I I I . -I" I I I ' PAGE 2 OF' 4 MAY JUNE 23 24 25 :lJ :7 28 29 30 lp6 lnJ 15 ' M > 9~.6 po 98 ,60~ I I I I I I I [ I i I I t I I I I I 31 k I -l l '.) ' t i ! \ l" j 1 I. I ~ ' i ~:~ l I j ! I I l I' t t: l' l l f !: t "'""""_,~] ' • 42,250 Staff/Crew -~ •itActivity Duration I Cost in $ L---------------- SUB- TASK NO. SUBTASK DESCRIPTION J9C AIR LOGISTICS OE' ALASKA, INC. 1) Helicopter 206 Series a) B-Alrcraft Ill {3 mo.) b) B-Aircraft #2 (3 mo.) c) B-Aircraft #3 (m/m) d) B-Aircraft #4 (m/m) e) B-Aircraft 115 (m/m) f) L-Aircraft #6 (m/m) g) L-Aircraft 1/7 h) L-Aircraft !/8 - . TASK-5 SUl-tMARY SUSITNA HYDROELECTRIC PROJECT TASK 5 -GEOTECHNICAL STUDIES DECEMBER, 1982 -JUNE 30, 1983 SUPPORT LOGISTICS -TASK 39 1902 DECEMBER JAIWARY 1 2 3 4 5 6 7 8 9 ~ )JLt6 po 46 52 I ' I ' )(\. i ' 1~,6 flO I 46 ,52~ l I t r j . n ] b.~ po 41 ,25 J ' ' ; . I I 1-I ~ -1-- l .... r o, 00 41 ,25 0 . I i 5~ ' ~ I -1-1- ............. 5,1 ' . -2( ,6~ I i ~ "'·--1-~- I 5, 2 ,1 5 I ---l I I ! I ' FEBRUARY 10 11 12 D I 46 52 46 52 41 ,251\ ! r--J.-...... 41 ,25 D 1-t-1--L-2( ,62 15- '-1-~-1- -2~ ,11 5 1 1983 I MARCH APRIL 1.4 15 16 17 IB 19 20 21 22 4 ,5 5 46 52 4 ,5 5 46 52 I I ,, ,2 0 ~ 41 25 i I I I ,J 1 r-1-r--~-,__ 4 ~.2 I 41 25 ~ 1-'·- I I 1-t-1--t--1-- 2 p,6 ~5 20 62 f) :-i---!---f- 2 3,1 75 23 ,17p I t Pt\GE_3_0F_4 __ MAY JUNF, 23 24 25 ~ 7 28 29 30 I 4f .s~ s 4r.s 5 I 4~ ,5: 5 I 46 .sp ' 41 )2i0 4.1 ,2 r>O I l I --1---,....--~,.-r--r-- 4 ,2 0 4 t2 0 r-1---. ~ 4 r--1-- 4 ,2 0 ,2 ~0 46,3 pO l, ~.3 pO 4o,3 50 ;6 ·~ ~0 ~5,.3 50 4!6. 50 31 r l) 1-1~ 1-~ h l l ! l \ I ~ I 1 I I 1 !. \ \ ' LEGEND: .. ~ 4 Staff/Crew .. •---·____.Activity Duration 42,250 Cost in $ TASK-5 SUHMARY SUS!TNA HYDROELECTRIC PROJEGT TASK 5 -GEOTECHNICAL STUDiES ~mER, 1982-JUNE 30, 1983 PA<a': 4 IIF l1 ----~ ~- S7.:UP=P=O~R~T~L=O=G=IS~T=I=C=S=-==T=A=S=K=3=9~~~--------~ ~~~-------------------------------------------~-SUB-1982 --~1-9_8_3------------------------------- TASK DECEMBR~ JANUARY FEBRUARY MARCH APR~L MAY JUNE ,._,..~~~,---,.-1 NO. SUBTASK DESCRIPTION l 2 3 4 5 6 7 8 9 10 11 12 D 4 15 16 17 lB 19 20 21 22 23 2t, 25 m : 7 2s 29 30 Jl 39C AIR LOGISTICS OF ALASKA, INC. (cont.) i) L-1-Aircraft #9 j) L-1-Aircraft #10 k) L-1-Aircra(t #11 2) Helicoptez 205 Geries a) Aircraft (Jl b) Aircraft 112 3) Fixed Wing Aircraft a) CASA-212-100 (alt. to 205) b) CASA-212-200 (alt. to 205) c) CESSNA 206 l·-\ -\ ·- r . ,~,_ -f-_,__ '--,_ I -~ 4f ,l<Q 4jl51 ·~ __ -'-I i _ ---'-£ 4€ • 1!: 0 tt 48 15 ~· 1-1--+-'-f-;-E I I ~ i ~ . , r I I : i I I ! ! . c..-+-++!-+-+-~~ -----I t:-;-~+-"'!'t-~-~~~~++-+--+--'-t~! 21 .sr 10 ,40P 53.70) 53.70H-[) , 1 107,4 0 10 .4 0 . 07,40) ..--f---c--1-1-1-1----'--' ·-~~----1-~-,.----.-H--_j_ -H I 2( ,85 0 2t ,ssp 26 ,asp II 2) ,8 50 2 ,.8 ~0 r 26 85D ! -. I . . I I ~-. I ·~~~~H-~~~r+~~~*-+-~~~-+-+~~~4-~ ~ ~ ~ 0~ _,_ _ f ,oco ~ ,000 6 ,OC~ 12,000 12 ,oco . ~ -------'-------·-'-~:----,---< ' - L~GJWD! 4 Staff/Crew .__ ·-e/.\ctivity Duration 42s250 Cost in $ SUB- TASK NO. SUBTASK DESCRIPTION SA HARZA-ImASCO SB Denali Drilling, Inc. sc R & M Consultants, Inc. SD Harding Lawson Associates MONTHLY SUBTOTAl~ TASK-5 SUMMARY SUSITNA HYDROELECTRIC PROJECT TASK 5 -GEOTECHNICAL STUDIES DECEHBER, 1982 -JUNE 30, 1983 COST SUMNARY -GEOTECHNICAL PROGRAM -TASK 5 r---~19~8~2~-+----------"r--------..-------~1~983 --, DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE ---1 1 2 3 4 5 6 7 8 9 JO 11 12 D 4 15 16 17 JB 19 20 21 22 23 24 ""'25'!'--=2(i-:-) --l,c 7~2~8'-"',2~9 30 )) ! 115, 00 ll9 ,( 00 10' 70 E4,f02 14 0,:72 : f i . : I I II I i I 23' ,9<~ J38,~0C 23~,9p0 1199,poo IB9,POO 23~ '9DO 37 ,4' 2 r J31,~24 22iJ,2p5 52, 75C ~o.~oo 9~:soo 12r ,oro \ 93,~oc 8~,spo ~8.j95( ~s.~oo I·8Po 201 ,8( 6 ; 186.~7 2(~,532 11178,286 ~7.~04 1 ! 1~,5~0 ·I I I '$ 94< ,VB ~ 1,( 50,~91 I f $ 7~2,1197 ' '$ J£ , !. 78, 98u ! I ' ! $3~2, 9ot,l , $ sa!t , 1~0 f I I I I I . I I I I I I l ro 1•At roJ rn~ 1 1 I END or. 1 IE 1 l 19~3 FIS~AU I YE f\R: $ki. ~86 .!sa~ . I I ' I I I ' I ~ j ~, f r I I I I ; . i i I I j j I --I 1 ,_ j; 1 ! · : . i 1 1 ! 1 ! ; ! 1 1 : ~ Jl r-----~-------------------------------------------·----~--L-~-~~~: __ ~-J----~~~~--~J ~~l_L_~'~L--·~r~ ___ :~·_JL_~I~l~L_~~II __ ~ .. ,_ ~, ....... , .... ~ .............. )' ' ~ ~ ·-' -· ·--' ' ,. < _..,..,..,__i __ ...,..,._.,, ~..---•~··-...--•»-'-_,_,...,,.....--..,,.......-,..;o....,,.,:~~,,.,..,-.,~.~.r-• •-...,._...,......._ .. ~-~~,...__,~,,...~_...,_.-.,_,...-.,,_~~-...,.-~..-~~~-~~:::-r-:~,._.,..,.:~"'" ~~ ;";---;:c>r ';"·--........-.._... ••• ____ ,""'::..,....~··•'-• ....,.. • .., -~~--~--·...-· ,.,.. .. •·---• "' ~---~"'--"-'"' ,. • .,.--.-~--· -~·-·-~" ... ..,-, .• -~-----"<'' ..,...-;o_,..,.,.... i' ! l ! l v ,-' \ ; I I I ~ I I l. 1 l l i I t \ I ' LEGEND: 4 1 il 42.250 Staff /Cr:ew 1 Activity Dur:ation Cost in $ TASK-5 SUHHARY SUSITNA HYDROELECTRIC PRO,lECT TASK 5 -GEOTECHNiCAL STUDIES DECEMBER, 1982 -JUNE 30, 198~ COST SUMMARY -SUPPORT LOGISTICS -TASK 39 ...... - l'AGE 2 OF 4 SUB-1982 1983 TASK DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE ~~N~O~--~---------------~S~UB~T~A~S~K~D~E~·s~·c~R~I~PT~I~O~N-----------------------+l~2~~3~4~~5~6~~7~8~~9~:l~O~l~l~l~2~D~~4~B~~l~6~1~7~ffi~~l~9~2~0~21~2~2~23~24~~~=~~J~ 7 28 29~ 3I 3 L, 1~0 I s +ob I 41 10! 4 , 1 o 1 • oo 1,. oo i I J . + 19 1\ HARZA-EB/\SCO-Frank Moolin 39 B Cook Inlet Region, Inc. 3Q c Air Logistics of Alaska, Inc. MONTHJ,Y SUBTOTALS 1',2)5 .94 80f L23 60 12s,6 0 1 3, 00 8, 00 1 I 9~,6!0 l59,60P ~05 901 30>,9 0 ! 3 5, 00 6 6,>50 I 164;,5 0 8 ,650 ~129,955 l $ ~1)5 70 I i I ~ 171 20 ~ l t $ 47 ,2 o 1 I I . ., I 3, 00 $7 6, 50! : $h8L6 0 I f • • j. I : ~ i ! I I ! I ! T01'AL TOl Tl~E ! I END or. r;!E I 1 1 ,. 19B3 FISCAH YEi\R: ! $ 3,B05.270 I ' I 1 • 1 1 : . i ' I ; II i I t I i i I i I i I I I j I' I . ; ! I I ' I I : I i i ; l I • I I I . I l f I ~--~------------------------------------~~--i~l~~ ~'~--·~~~~'~~'~'~~--~'~-f~-L--!~'~--!~i~'~~: # ...... ..,,."""' xi.r ~--.•. .. , . _.,.,. . ~ .. . ' ' ._... --~ liiliil.iiiiiT' ....-..-.···....,.,.,.. :;..;.-:>><:-; ;(:'::~'-' -.. . ., ---' ~· ,--.~ =-'' -i' ~~-·"~' .._. .. .. ,..._ .... ""-~··""" ---· . . ' ., ~--..--~ LEGENU: 4 Sta££1Crew o --....Activity Duration 42,250 Cost in $ SUB- TASK NO. SUBTASK DESCRIPTION 5-A HARZA-EBASCOIACRES Technical l) Ri~ (4) I 2) Geophysics (2) ., \ Tech Ngr.. (1) _,, 4) Lab (l) 5) Camp ~tanager I I ! 5-B Denali Drilling I 1) Mob (12) 2) Set Up (14) 3) Drill (10) 5-C R & M Consultants 1) Instrumentation (2) 2) Brushing (3) 3) Survey (3) It) Coordinator (1) I 5-D llarding Lawson Associates 1) Lab Superintendent (Anchorage) (1) 2) Tech (2) 3) Tech Superintendent (1) 3 x 2 = 6 ( ~-12 hrsl7 days; 21 on, 7 off) TASK-5 SUMHARY SUSITNA HYDROELECTRIC PROJECT TASK 5 -GEOTECHNICAL STUDIES DECEMBER, 1982 -JUNE 30, 1983 WATANA CAt-lP LOADING 1982 DECEfd.BER JANUARY 1 2 3 4 5 6 7 8 9 ' I 19 9 I I I J~ 4 ! I I I . l I I I ! I I I . I . . I . I ~ I I I I 3 I 17 I I j I II I I I I I : I I I i . I I I . l i I I 6 ! ' i I I i I I I I I i i I I I ! . . I • t I I i I I I f t I ' I ! I t I I FEBRUARY lO 11 12 l3 0 lJ I I j 9 I 7 . ! 61 • I I I I ' J ' . 1983 MARCH APRIL MAY JUNE [4 15 16 n 18 19 20 21 22 23 24 ?5 JJ 7 28 29 30 Jt I I . I 9. 3 I 5 8 I , r I I ! I ' I I I l I II t I I I t I I I I l I I I ~I • 10 I 'f 0 8 I i I ' . I I ! I • I 1 I I i i I I I i f I I I i I r I i I :1 I I I i I I • J i !6 ; ' r i I l i : . I I I I I I Ji 4 6 I • 6 I 4 61 4 I . : I I! ! ! l I I I I II I I I I I . I I I l ~ . • I I ' I . I l I I r l I I I ' l I f 6 . i 6 6 I 6 r I . I I I I I T I I [ I I I j I I I I I l I I I I I ; l • I ! l I I I • l I I ' I I r j I I I I ! . ' I r I I I I ! . • . I 11 •J r ., r '• I ·'; SUBTASK SA -GEOTECHNICAL WINTER EXPLORATION PROG~L Mobilize and execute Phase II (Winter) of the FY-83 Proposed Geotechnical Program through January 31, 1983. Mobilization is to meet start of field work for the Hammer Drilling Program on January 2, 1983. This task consists of technical and management activities by HARZA/EBASCO and tech- nical activities by three subcontractors as follows: Denali Drilling, Ince -Hammer Drilling Services Harding-Lawson Associates -Site Laboratory Testing and Geophysical Survey Services R & M Cont,ultants Instrumentation Monitoring and S·1rveying Services Item A: HARZA/EBASCO Technical and Management Activities HARZA/EBASCO will provide direct management of the geotechnical Winter exploration program to direct activities, coordinate subcontractors, and assure the program is being executed to meet program objectives. Technical management of the program will be accomplished by HA.RZA/EBASCO personnel monitoring subcou.tractor subtasks, and performing various teclli~ical activities to execute the acquisition and interpretation of the field data. HARZA/EBASCO will perform geophysical surveys at the Watana Damsite with support of Harding-Lawson in Subtask C. Seismic refraction, ground penetrating radar, and downhole geophysical surveys will be initiated in early January. Seismic refraction surveys will be conducted to determine the overburden and comp~tency of bedrock within th~ river channel and along embankments. Both onland and marine refraction methods will be used. Along the embankments, field procedures will consist of laying out linear spreads of 12 geophone over distances of up to 600 feet. Mark i' Products 4 hertz geophones will be at 10 to 50 foot intervals at each spread. Seismic ·'1 P-waves will be generated with one-third to one-half pound dynamite charges. Shot points will be located at both ends of individual spreads to obtain fully-reversed subsurface profiles. All seismic data will be recorded using a Nimbus 12-channel seismograph (ES-12 F). Within the river channel, marine refraction methods will be used. The marine method differs from onland technique in that a 40-cubic-inch mudgun is used for the energy source and P-44 hydrophone replaced the geophones. The airgun and hydrophone will be suspended through holes drilled in the river ice catlopy. The hydrophone will be placed at 25 to 50 foot intervals over a distance of between 400 to 500 feet. These data will also be recorded on a Nimbus 12-channel seismograph. I ~ I -· I ll l ti.· j . -~ Ill r ~~ Grc .mr;i Penetrating Radar (GPR) surveys will be conducted within the river channel to determine under-ice configurations in the channel and to map shallow subsurface stratigraphy. GPR will also be utilized to locate ice/gravel contacts in the river which will assist in t:he location of the Susitna Ri·ver grillholes. Dow'"tlhole compressional and shear wave surveys will be conducted to define engineering properties such as elastic moduli and P-wave ~relocities of the overburden and bedrock. A downhole shear wave han;mer will be used to generate S-waves which will be recorded on a Nimbus 1210-~, Suitable instrumentation, i.e. downhole geophones, for crosshole surveys will also be available during the survey. l • - I ·- ·~ I, 11 I"! . ..I • I! ·' ,,,._J'j Items For Task #5 (Partial) (Geotechnical and Geological Field Studies) Period -November 16 thru December 31, 1982 FMAA Scope of Work 0 0 0 0 0 Provide subcontract assistance to change existing Acres America contract to Harza/EBASCO contracts effective 1/1/83 and extend to 6/30/83: + CIRI + Air Logistics -Helicopter -Fixed vii ng + R&M Consultants + Denali Drilling -Becker Drilling -Core Drilling Provide subcontract assistance for new contracts with Harza/EBASCO for work to commence 1/1/83. + Harding and Lawson -Drilling + Matanuska Telephone Assoc. -Communication Modifications Provide logistical support and management of CIRI's design of on-site materials lab and water well and construction of materials lab. Provide logistical support for mobilization of winter drilling program to commence 1/1/83 Provide logistical support and management for CIRI to maximize camp capacity by 1/1/83. FMAA Budget 0 290 Manhours -$19,768 (See attached) Deliverable Work Products 0 Harza/EBASCO interim contracts with subcontractors 0 P.S.& E. for materials lab 0 P.S.& E. for water well modification 0 Maximum utilization or Watana Camp space -1- . I I I I~ I Items for Task #5 (Partial) Period -January 1 thru ~..~une 30, 1983 FMAA Scope of Work 0 0 0 0 0 Provide ma~agement for subcontrac~s furnishing services and support for ¥ield drilling programs. Provide logistical coordin3tion of aircraft subcontractors with other subcontractor requirements. Provide logistical support and management of camp operations, maintenance and catering subcontractor. Provide management of water well modification and construction by subcontractor. 4572 Manhours -$171,208 (See attached) Deliverable Work Products 0 0 0 Provide information to Project Control to assist in cost and scheduling monitoring of contracts. Provide monthly progress reports. Provide management of work status. -2- l l f l I I I I FMAA BUDGET ·I I DATE MANHOURS $ -· 11/20/82 13 1,074 I 11/27/82 19 l.,568 12/04/82 50 3,084 li 12/11/82 60 4,196 12/18/82 50 3,368 I 12/25/82 58 3,792 01/01/83 40 2,686 I~ 01/01/83- 02/01/83 876 32,594 02/01/83- 11' 03/01/83 705 26,505 03/01/83- ' ' 04/01/83 705 26,505 ·~ I~ 04/01/83- 05/01/83 876 32,594 I~ 05/01/83- 06/01/83 705 26,505 O-';/Ol/83- 1: Ob/30/83 705 26,505 -"' ~~ TOTALS 4,862 190,976 ~~ _.,;: I! "·"' ~~ ,_.,; I' .:.J, r • fl, ! r ;;;.,# I I SUBTASK 5B -HAMMER DRILLING SERVICES -DENALI DRILLING, INC. Denali Drilling, Inc. will mobilize and begin hammer drilling services in accordance with provisionG of Agreemen.t No. P57'QO .10 .15 for the Hammer Drilling Program, dated October, 1982. Services will consis:t of drill and winter support mobilization, and of hammer drilling services for the camp water well and for the exploration program at the damsite, cofferdams, relict channels and borrowfits. Drilling services on borrow areas are anticipated to begin in February. -'tr.···=:~-.·~----·.,--.. --.· _;; " : ·.-. .. '' •l'.r . , ) I l I I I. I, IJ 1$ I '" . ·!' -. of ,..,_ <>: '· Denali Drilling 1nc. 6000 A STREET ( 901) 279 ··~568 Acres Arrerican Incorp..Jra ted 1577 "C" Street, Suite 305 Anchorage, Alaska 99501 Attn: Mr.. Bob Henschel Ref: SUsitna Hydroelectric Pro.ject 1982-83 Winter Drilling Program Hamner Drill Project Dear Eob, • ANCHORAGE, ALASKA 99502 December 2 1 1982 Er..clc)Sed for your review and transmitted herewith are the following documents to assist your administration of this contract: 1) Bar Chart -reflecting activity scheduling, manpower, Helicopter utilization and cash flow per contract. 2) Bar Chart -reflecting the early ;;tart t:i.Ire schedw.e --··~-....., wi tJ.'l Denali actual. 3) Materials price estimate. 4} !wlobilization letter of expenses 5) Daily reports for drilling activities, equipment arrl manpower. 6) Memo comments of 11/26/82 & 11/29/82 meetings. 7) Hydraulics print of hydraulic splitter. 8) Copy of Susitna Dam Summer Drilling Program 1982. If there: are any questions, please ccmtact this office. Sincerely, Harry A. Hartung Engineat' HAH:kb Encl. '~ .··a. •• 1 ' I I. ! . :-~~~~--------------------------~-----~-----. --------------.~ ~-.. 14-29 DENI\1,1 DRIILUIG It~. CONSTRUCTION PROGRESS SCHEDULE L C:OIIfa.t.CTOe DENALI DRILLING HC. $ 1,447,680.00 1. 2. a) Mob Drill & Crew $ !W,400. I Winter OpP_ratio~ ~--~c~)-+--'-' __ -_w~ir:~'ter ___ s_u~p~po __ r_t ____ ·---r----f---59,200. ; 249,600. ICH(I). tt aCTUAl. d) 3. 4. 5. I llarnrerjRotary Drilling a) Drilling Dam & l) Cofferdam 2) Relict Charm 1 3) Bon:ow Site Borrow Site 4 ) E & I t-later Well - 5) Camp b) Core Drilling Hourly Operating Rates llourly Stand-by Rates IC:t41D., 546 I 060 • ACTUAL 109,240. ICMIO. jACTU•L IC14 £0, f"'tTUAl. IC:I4f!.D. 1':. c;T!.IM, h acoCll). ACTUAL 8C1411L ACTUAl. t- SCM I D. ACTUAL ICIUD. ACTUAl. 99 1 000. a;tu.At. •PilD, 6. Testing & sanpling jAC'IUAL ~--J--_:__.:_..:..._ __ t--t-• --~~IICMI:D. ·a) Pet100abilities Testing 29,000. •cVu•L b) Spoon or Drive Sample 7. Secured Starrl-Dy B. Crew Time J.----t-----------;-i 2. b) Dcmob -Drill & Crew e) Winter Support - 72,500. 108,000. 17,000. 32,250. 8,50(\, S 1.447,flRO. &CK[D,r-------:-~ ~TUAL 8CrliD. f--,. AC'IUALJ ACTUAL 10<11\. ACTUAL .. Drill 50 holes to a maxiTIIUih dupth of 600' wilh Becker Dd 11 .. -=· ~"' a Submitted (Conlractorl 0011 Peter Tester 11L21J/Il:! wuu, ~'~R~e-c-e~ip~t~A-c~kn~o~w~l~e~d-g~e~d~(O~i~s~tr~ic-.1~)----~~o .. ~,~~~~~ s.:•r&,;.,u\ 1 +-------------------T;;;"Tr--~ ••· II a I. COl l i ;I~Z,D4-~t-::=-± +- L -- L .L . i- :..::: .-+ . n' _u...s; -~· ., ---- =::.:..::9 LEGEND --• t •rnt .. 14-29 DSNI\Ll DRILLTI~ INC. CONSTRUCTION PROGRESS SCHEDULE . ijj1i.iC -,0 ii oENJ\LI OIUlJJl NG HC. ,, co•n .,.cT $ l,t\•17,680.00 Drill 50 hole~; to a ma::Kimum deptJ1 o£ 600' wi. th Becker {)rill ao.oac1 S\lsl Lna llytlrocl<-cl dG llamnor od ll i ng scrv i cc•s • cooor-.&et ~L Jan. 1, 198J -March 31, Winter 1.984 L f_ .. aTWt Wll.ll 'II. ''"· cot'f mL. 15 20 T ·- Mnnlt.l Zl\T ION - Prcpore D-7 C<.1 Ls & PlltllpS ,c:o<D -·1 ··- r~~~~~C~lea~~r~i~n~g~roa~-~d~s;;~;:~~~~:j~~~~~~-~CT~U~A~L~~~~~~I:~~~~--~--~--~.::·--~-~~-if tClllD. -· .• : - B\xilding lee bridges l .. cTu"L . · --_ .: _ tciOlD. ·-·.:.: : ' ·winter Operation lacTu•L t---------tf-1-· ·-.. : EE~EB--=--· ac .. to. ... .. Well Dr Lllirt.J l .. cTUAL _.:..;.. · _ 1..... ~--l"'•"tD. 1-· --·· • ll<l!TliiCr Howry Drilling at:ruaL 1. ::-.-~-1 IIC"lO. .! -• -::-: •• ~------~-----------------------------~--~~----------t~·~CT~U~A~L-~~~~~~~]~:~ .. : -,. ___ i .• .t. -:-:. : SCI<tD. -· ·:;-1~;"· : l•tTUaL ~o----·----·• ~ .. ,. .... , ·t -• " Mob Cats to canl~ll _.,-- -- . ·- :._·l·- : ,. * 1 . -! ·- T --- IO<IP ~·-... -·•. j ; 1---a......-------------l--...L.-----·-t-TU&I. ·+-~·=· .. i • ' .----------· ----.....:: I ------------------------------------------------------· ··'·-- LEGEND ·---.:··~ l•lct ------ I'· ! ' ll U, H n n Drilling InC. Denali • 6000 A STREET { 907) 279 .. .i568 Information P.equested by Harza/Ebasco ANCHORAGE I ALASKA 99502 1) Fuel consumption ..-Approximately 50,000 gallons for 110 days. This is l::lased on maxi.mum utilization of winter support equipnent. 2) Propane consumption -Approximately 1, 500 lbs. for 110 days. 3) Operating rate for D-7 if used for ~rk not covered in contract, (air strip maintenance), will be $85 ~DO per hour straight time with operator, $105.00 per hou..r over ti're with operator. 4) Operating rate fo~ Ncdwell used for \\Ork not covered in contract will be $25.00 per hour dry or $56.00 per hour with operator. 5) Welding rate for running well casing is $220.00 per hour straight ti.Ire and $310 .oo per hour over time. '' . ' u u u u u ~~ Ll u u Denali Drilling lf1C.·. • ,6()00 A STREET ~'12·9518 ANCHORAGE, ALASKA 99502 ., .. }~·;;~i~r .~, -~. :~~.~i· ~l~ :.... < ...... • ~ ... "' ~~ -~ .... -..r; ·-Jl. •.... December 2, 1982 MATERIALS/PRICES DIRECTS W/0 FREIGHT A. PRICES ·=---- 6 11 sw 3000' 3 11 zw 1950' 10 11 500' PIPE AVAILABILITY 10' Sections $287.65/~f $351.50/Lf $425.00/Lf 250 Assorted Pieces by 5 January 83 150 Remaining pieces by 26 January 83 (If ordered Friday, 26 November 82) B. SCREENS C. PUMP 4" Well Screen @ #39.10/ft (No plastic quoted yet) Enter 4" or 6 11 Casing SHP-18 gal/min@ 600' Pump with control box Pump wire $1/Lf $1975 600 $2575 Shoes $180.50 $373.50 $281.00 l I •I '' I l ' I. i ) t < {. 1' ! : I ' I . I , 1 I u I ' Mft lU u~ ~ U' . . Denali Drilling lr'jC. 6000 A STREET (907) 279-4568 Acres American Incorporuted 1577 "C" Street, Suite 305 .l\nchorage, Alaska 99501 Attn: Mr. Bob Henschel Ref: Susi tna Hydroelectric Project 1982-83 Winter Drilling Program Hammer Drill Project Dear Bob, • ANCHORAGE, ALASKA 99502 December 2, 1982 It has becare apparent that the three weeks delay in award of the contract, and subsequent delay in material orders and deliveries, that Denali shall be unable t~ meet the January 1st mobilization date with a normal sequence of operations~ There is a possibility we could be mobilized within a respectable time after the first to keep on schedule, if all activities of the mobilization process are accelerated. w= expect to a~ approximately 500 hours in premium overtime to accanplish this (12 rren X 4 hours per night X 10 days ::;: 480 hours) . Additional cost to the project is estimated at: Labor -500 hours @ $20.00/rr Special freight of critical parts $101000 .QQ 6,000.00 $16,000.00 If you wish to proceed on fast track program to minimize the delay, please consider these additional costs. Sincerely, DENALI DRILLING IN: . ~~,~-- Harry A. 't:rtung Engineer HAH:kb cc: Ebasco ! I l . "·~:._ .. ·.rr..:..· ... ~··"-'~.1. .... :~~~~~~11ft~ ,"~:r., ~~.: ~~~~--·"L--~~~~·--·--~--~·~------'"'.......,_....:..... ___ .......... ..,_~--....-t: -,..-~ .. ·-~",.,;_.....,...{ :.... ..... ---~~~--~-·~ W.O. ________ _ DENALI DRill!NG, ~NC, DAllY DRILL REPORT Date. _________ _ Client Project location _Hole No. Angle Shift -·--- Drill No .. _______ _ Carrier No. __________ _ Feet to water NO. OF FROM TO CORE BIT FOOTAGE DRILLED HOLES FT. FT. RECOVERED SIZE/TYPE AUGER ED ROTARY - CORED REAMED CODE WORK A.M. DESCRIPTION S.T. O.T. ~ 7 8 9 10 11 12 1 2 3 .. 5 1 Mob I Demob 2 Drilling 3 Travel 4 Standby 5 Maintenance 5 Down-time I 7 Cementing 8 logging I Angle ;. 1-· test 9 Fishing 10 Reducing 11 Moving 12 Hole Conditioning 13 Other 14 TOT.6.L HOURS I EXPENDABLES BITS~ CASING SHOfiS, EiC. -~- lifter Shoes Drill Bolts SIZE J4UMBER ON OFF Lifter Springs/Catches Cement Drive Shoes Mud Bits Auaer rruel Brass Liners lab Other \ TOTAL HCURS DRILLER I HELPER I GEOLOGIST REMARKS: ~ " APPROVED BY: ___ ,_ ... _ -~-~--------·---~--------·-.. ···-----SIGNED ~ {limi p;;,;;:::~;m; ~ ~;-;:;:m-;;;. =-::iii ~;;;;;;,;~ ==== ,.......,. ';;;j ~ (.;~-:'A~ ~-~ ~r.i~~ ~ ;:;:;:::.::~:;;;' ~· ~;;, Depth to water ROO & CASING IN HOLE MATERIAL DRillED SIZE FEET -- P.M. A.M. 6 7 8 9 10 11 12 1 2 3 4 5 6 . SAMPLING -- FEET ATIEMPTEO RECOVERED TYPE OF SAMPLING . ·- WEATHER; n:N~F': -- -------~-----·· -···--·-~ ·---·--~ ,. ... _ . ·~ FOREMAN. ;-·;.;;:'Ji ~i;;jj ;;:";~ .:.-r::.:..;,;.<~ ~ ~";J) ~:.;a1 ~ ~-:.';.l!;' ~ ·].-_-.-.· l I I . -f - F l l ! ! I l _:, 0 -:t>. ·:· '. ·-- '-.. .. ::;, ( F·• """ > ~--' ! . I , I !"'' l -- Lr~== r w--r .. •a&&IIMMIPI u;ua rzr=r:--~~Jr~~~s~~~ll--~~!7:."f.·~~-·:;-:··, ~.-. .... z:-;;;··r---:. __;.:_,;.,._ •. __ ~,..:2;:_~__;:\-~~---.. ~---~~""",_: ______ .. ~.-,..'-::__···---__....,._·-~--.... -..,_.,=·..,.__ ......... _ ... _..,.__;_ .. - DENALI DRilliNG, INC. W.O., _________ _ DAILY DRill REPORT Date_. ___ _ Client_···-----· Project Location Hole No. Angle_. ·------Shift ------- Drill No .. _________ _ Carrier No. Feet to water_ Depth to water NO. OF FROM TO CORE BIT ROD & CASING IN HOlE Fl)OTAGE DRILLEO HOLES FT. FT. RECOVERED SIZE/TYPE MATERIAl DRillED SIZE FEET AUGER ED ROTARY CORED REAMED CODE WORK A.M. P.M. A.M. DESCRIPTION S.T. O.T. 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 1 Mob I Demob 2 Drilling . 3 Travel 4 Standby 5 Maintenance 6 Down-time 7 Cementing 8 Logging I Angle test 9 Fishing 10 Reducing 11 Movin_g_ 12 Hole Conditioning 13 Other 14 TOTAL HOURS EXPENDABLES BITS, CASING SHOES, ETC. SAMPLING lifter Shoes Drill Bolts SIZE NUMBER ON OFF FEET ATIEMPTED RECOVERED TYPE OF SAMPliNG Lifter Sprlngs/Catct.es r Cement Drive Shoes Mud Bits Auger Fuel Brass liners - Lab Other TOTAL HOURS DRillER I HELPER I GEOLOGIST ! REMARKS: WEATHER: TEMP: -· APPROVED BY; ____ ·-·-·-·---------------··-""----.... *·"'"""--~-·---, .. ,,.,..,"*""'4' .... ""~--.. -... ,.....,_,. ·~------- ~ ~ -~ ii:i~ ~ S.;;;J i;f;a ~ ;.,a a~_:;::~~ SIGNED __ , ___ ,_'"~--~~--·· -----FOREMAN.=~---.. -~- :;,;..;. -~ g:.-~ ~;;;;;tJ :;;g~f3 ~ :;~·; ~im.i11 """-"' ;-·,"'t1 ~ . . ~; -' ~--'. 6 ·- ~1 ,, .'l· .. i -' -! . f ~ t l I l ! i r- ! :'"""' \,.. f> <0 '-C 1 ·,,- ' . ,: \i.-:, \~~J ~· ili!Er."'~ ~ ----~ --. ~~--~---------. --------------....~ ~'ltv .,. ·~~-,_,_,_~~.,_.-·--· _ .. ...__:____·--~~~,.,..,..,.__ ______ -:..,.--.-.--.-.-~:..:.~,,...:,--,.~;;..;._-~ t>;:,..,. .... -~-...,.~ ;..,:.k-,.~_ ... ,:.~-·-·-· ~ ... -·--·,,..~· 4--· -· --~--~--"'. ---~--~-~- I>ENALl DR1Lf,rNG, fNC'. lldi ly Equi.p/Mnnpower H('J>ort w ~0. 11. ·-·• ... Ddte Client .. ___ ----·-· Project·-----·--···--r~ocat ion _____ ... _ ....•.. ___ work Are§ _____ Shi fl Site No. ---·-···· --------------·---·-------·-·--~-~··· Carril~r No. -~·---·--~ ________ Feet to Water ___ > ~-·-----·-·--·--- ;·~~-P~=,~>l·:scr~-1)~~:~~-===-.:~,=~ ~====~·-=~~~·· :cli:~:~~;~:,"J.,. w I;;;.~;.~-1 --~-=~=--~-:~:-·==·=--~ .. =,-= :.-=-.. -• · :"" • .. ---~ ·==:P·:-=~-~ --~----~--~~~~:.--~------:...=.=-=-.AM SUI'POH'l' 6 1 8 9 10 11 11 ! 2 3 4 5 6 7 8 9 10 II 12 1 2 J -":=;:.-. . """=· --· ·-----____ ,.-::.:..· .. ;;;:= .... -:.."•.,., ""-"".:.:....:.:::.~ , .• ·~:...=-==·=-'" -r·mn··rr-r·rr-·-·T rrr· -r··.-·T - ---~ .--T .. -r· t-l :-. l "[" ··r··~- 1. l\P 1000 I I . ; i I . . ~ ! I I { i I . ---. -·· .. --. . ... . ....... ---· ..... . . -. . . --. : I i • • I ll : ! I I ! I 2 . 1~ 1 t! x I ruck ~ 6 0 1 ' ' • I 1 1 J ~ ! 1 ··---. • • • .. --.•. ----..... --.. • . • • ----1 I I t • I I I . I I I I I L D7 no~l.r . . i · : • ..... ______ . ···----·-·-----·· --------·---· _ .... ____________ 1. '_ : . ! 1 . ' I l 1 : 1 r· , 1 4 • I I I . . I i I I I l I () . Jo'N hO v.:hi.-1,,·· ·J·:n~:j;,-:-!;~,j~i~i);· (""'," 1 iPI s. FN 2·4o· ·l;i p.e ·r-~;-r:·;i_c-;·'\..r/l!ooi"--... · --· · ··-·-·-· -· ·-I · II I 1 1 1 I ~ I I I 1 I r • 1 I 1 I ! : I I ! i . . l I : I ! I I ., . (o'N 60 PI'IHOIJfll'l ('ctll lt'l . .. , . -.. ~ .. ~ . '"' .. B. I·'N lbO .Shop cani(~r· 9. 2 c<~-~ N.o"tiweTf ~J·-~an.c-;;s-----·· ·--· · --·- .............. -· -~---·· --... -·----........ __ .., . .-. ~--...... -- 10. t~iqhl Plant. 1 (:-·w~.~·ider·::;"· -·-···-... -------···--·---· .. ·-·· -----··· 1 2. 13. --,.-,. ~ ~ ;_-_·;:;::.:-. ~-:. ... ·: ~; .=.~: = :-::.."":==::.-===-= :·--=..:::=t.: ·.~: :· •• :;:-:; .. ,..-.. ~----..... , ··-----·-·---~--... - l i I ; 1 ', I I I I I I I : I . U'ilil• I I I ' I i : I ! I . i I : I o ' ' .~-.1 •. •" A.~ p~ i I ! ~ I _u ( PtmsoNNEJ. S .. T. 0. 'I'. l. F'ort~111an •. :.;.;-.=-~::...:...:-.;: .·-: .• .:====-=-==-....:::---=~-=:.::: ..:...::.~·r.=-=;.::~.: ... 2. 3.-------~--------------l- Dri1 l er Helper 7 8 8 Iii 11 12 1 2 3 ' . AM Tr-~-r-.1 rrr-r-· .. i 5 I e 1 8 r .!O_T'If_T!2rl_r_2 r·3 ... -~ .. l 1 -+ ' 1 . · : . .. . .~ . ·, ·.. · 1 ••• r)l 1 1 '4 . .. . . ,. l ' ' I I I I f · . . 1~ ·· 1 • I . .-·:· .. ~~~ ! _-·t-, ___ -.--:~.-.-.:~~ .... L . I t l ! I ~ l -· ·!·--· .• i -1-1--_ ! l. . -. .. . . . -I ; I ! l . ·j ·-------·-..-...,_ .. __ ,_________ --+----·-t-'"""·--.. --... - .. ----------------------~-4. 2nd Helper s. ...... ..-.. """"" ..... --_.,_,.. ---·---.. -------------... ·-·---.... l\1cc-han i c- 6. Labon.~r· 7. 2nd Laborer • • 1--· I -·-I-. I I i I -----·-~--··-· _ ..... ..,...,-.-i t ~ .J : J [r -. I : ! ' ~ i t i a·.-·Oper~tor-----------··---.----------x--··---·r·-··---···111t(: :J··t··t J.~-· ... ·-~~~-~ ~-~-: I ~ ! i : 1 ': 9 :··-Othe-r;------·----------------------·-· ---·· ~~-·i· ... ,. · -· .L _)_ ~ . ·· f • I ! 1 i I : I i ..... ----·--··---·---------~----·+ i .. _ ....... ! . . . .... -+------.. . . . t I f I I i I . I I 1~:. 9:.~~-·:.~r.'•:..:_~ri~l cr:w -;;~lY------·--~=-=~ =-·· ·=L I : . [ . -. -.:_...:_~~ ' I ' ' I ! I :I ' ~~ -----------------~------" _.,._ ·>- -·===---·=------.... ".;:;~....;;:=--:.-'•· '1'01'1\L IIOUHS DRII.LER/£1RI.PER/GEOLOGIST L!~~·~~.:~. -----h--. ~--------·-· ..... ----··--· \'lEATHER 'J'gM,P .. _ --... ,,.,._,~ """"'--* _______ .. ---------·---..... -,_ -~-=-.... --·-------·--... --.------.... ---.. --·-----·-·--·--·---... --_. ........ ., ... ._. ____ -·-===========::.:.:.·· :::::--·. ;::-_:· . ~ ----------· ·------------------.... ---------. --~·----------·-----.. --.... ----------------------- APPPOVJm JJY; ••, -....... ~·,.,:t.'._i ~ ~ ~-&i"'"a ·' ---~-~--····--·--·-........ -···-··--~ .. ---·-----·------·------------- . --------·------- ~~·,.q; ~ ~ ~"n-~ -~;..~~) ~ ~ SIGNED ;;;;;;; ~ , .... ·• Foreman ~~...,_..,.,,~ ~ ~:21 ·-. ~~~~~ ,:.~ .. : .. ~-~ =-t ~~--~·~l ~:r 7~:aa: ~=-:~;a! !l;·_._· ' ' ·~l C··· . '-~~ . --:::.. ' ' ~ ---= ·.;"; u ~ ·:.... ~ >~·l· I It 1~·. I l IT J Ul .. Hi ~~ Ill ur. OJ u . t ~. . . ~~ L ~ . . \ ~-· ' ~ I ' - t••· ·--·---- SUSITNA HYDROELECTRIC PROJECT KNIKATNA Incorporated Box 2130 Wasilla, Aiaska 99645 November 8, 1982 P570l.l0.15 T974 Attentio~: Mr. Paul Theodore, President Dear Paul: Access Trail to River For Winter Exploration Program -------- This letter is written in regards to the access trail at the Watana site which is to be used this winter to allow the drilling equipment to travel from the Watana camp down to the Susitna River near the mouth of Tsusena Creek. Based on our earlier discussions and visual examination of the general route location, the trail was 1ocated and brushed during the summer geotechnical program in preparation for the winter drilling. Following mobilization of the winter drilling and support equipment in mid to late December, a 07 dozer will be used to trim and regrade a few of the steeper sections of the trail to allow easier passage of the equipment. To confinn our earlier discussions and your statement of non- objection to the location of the brushed trail, we request that KNIKATNA give us a letter of non-objection for the Alaska Power Authority and/or its Engineer, to construct the access trail as indicated above, and to use the trail for transporting drilling and support equipment to and from the Susitna River during the winter '82-83 Geotechnical Program. If you have any questions or require any additional information, please do not hesitate to call me. RRH/ja cc: C. Debelius D. Wozniak J. Shen ACRES AMERICAN INCOHPORATED . .. Sincerely, a+s~t??Y Robert R. Henschel Geotechnical Coordinator I . i r I. f . I l I I IJ rl ;1 tU 2. STATE OF l\LJ\SKA DEPARTMENT OF NATURAL RESOUf~CES DIVISION OF LAND & Wl\TER t-1ANAGEMENT LAND USE A~PLICATION AND PERMIT APPLICANT ~-PERNIT -For Office Use Onlv Alaska Power Authority 1 Name (Last) (First) (MI) Received by DistrictlYear Number 334 West 5th Avenue, Anchorage, Alaska 99501 276-0001 Street/P .0 .. Box City State Zip Phone 3. LAND LOCATION: 4. 5. 6. 7. 8. 9. 10. Township , Range _____ ~ ---=~~-Meridian,Section Portion ____ __ Other Description. Entry point -T22S R3W Sect. 18 Fairbanks meridian E~it point -T32N R5W Sect. 2 Seward meridian (see attached map) PROPOSED ACTIVITY: Transportation o~~rilling and support equipment by tracked carriers for the Susitna Hydroelectric Project design study. The route proposed will follow the 1228 Corps of Engineers winter trail depicted on the attached map. The nurrber of roundtrips wjjl be approximately (Use extra sheets if necessary) four as described in the attached overland ' -transportation plan. SPECIAL STIPULATIONS: (in addition to conditions on reverse side) DATE OF APPLICATION: November 1 Q , 19 82 DATE OF INTENDED USE (not to exceed one year) From 12115/8.2-to 5/15/Sl-- CONTACT PERSON, if other than applicant: Acres Americanr Inc., Attn· Robert Hensche Name 1577 "C 11 Street, Suite 305 276-4888 A/<;l..cb:-~ss Ancho~ AI\ 9 501 Phone Position/Title l L-, -. --'"---~ m±i-11e Diloector 11 I 10 /8&---·- SIGNATURE 0 AUTHORIZ·D REPRESSNTATIVE Title Dace APPLICATION IS Granted Denied Granted as modified By ____________________ _ Division of Land and Water Man.agement EOND IS REQUIRED (See attached bond) SUPPLEMENTAL INFORMl\TION ------· ·----------- . ---··---------------------~-· ---------------·-·--------------------- ·----··-·--··-. ·----·-··--··· ----· ---·--···---·---------·-------------------·---------.. ,_, ______ .....,. __ _ ) I ' ' I ·-SUSITNA HYDROELECTRIC PROJECT .., .. ---.... ~ ... - ' November 8, 1982 P5700. 10.15 T976 Alaska Department of Fish & Game Habitat Protection Section 333 Raspberry Road Anchorage, Alaska 99502 Attention: Mr. Phil Brna Dear Phil: Susitna Hydroelectric Project Winter 1982-83 Geotechnical Investigations Further to our phone conversation earlier today, please find enclosed for your information and review a summary of the proposed geotechnical i nvesti gattons to be carried out this winter (De center 15, 1982 - May 19, 1983} at the Watana site in conjunction with the Susitna Hydroelectric Project design studies. These investigations consist primarily of reverse circulation drilling using a Becker Hammer Drill and geophysical surveys across the Susitna River channel. Based on our previous discussions, it is our understanding that no Title 16 review is required since all geotechnical activities will .Je carried out upriver of the Portage Creek confluence3 and this area is not c:lassified as anadromous fish habitat. However, we would request that you review the proposed exploration program, and formally advise us and the Alaska Power Authority, in writing, that no Title 16 permit is required for the winter geotechnical program. If you have any questions or l"'equi re any addi ti ona.l information, please do r.ot hesitate to call me at 276-4888. RRH/kt Enclosure: as cc: Jim Shen -CIRI Dave Wozniak -APA C. Debelius -Acres ;;::;ya~~~ Robert R. Henschel Geotechnical Coordinator ;"j,CRES ~:\/IERICi\"-! IN(:ORPORAif-0 i' f ll IU ru I ' W i ' j lli ' > ' ' lli ' ' ' ' SUSITNA HYDROELECTRIC PROJECT Geotechnical Exploration Plan Period: December 15, 1982 -May 15, 1983 INTRODUCTION As a part of the ongoing Susitna Hydroelectric Project design study, addi- tional geotechnical investigations are to be carried out at the proposed Watana damsite (Figure 1). The studies will include exploration of the dam foundations, relict channel area, and con~_truction mater.ial sources. The present schedule calls for mobilization of equipment to the site starting December 15, 1982 with expetted completion of work and demobilization by May 15, 1983. OBJECTIVE OF GEOTECHNICAL INVESTIGATION The winter geotechnical program is designed to provide additional informa- tion regarding the alluvial materials in the river channel underlying the proposed dam foundations, geology and extent of the relict channel on the north abutment, an~ geotechnical properties and quantities of construction materia 1 s ~ SCOPE OF FIELD INVESTIGATIONS Exploratory field investigations will comprise reverse cfrculation drilling utilizing a Becker Hammer Drill and geophysical surveys. The four princi- pal areas that will be investigated during the wfnter geotechnical program are: relict channel on the north abutment borrow site D borrow sites E and I; and damsite (river channel) A description of the activities is given below. The location.of the exploratory activities are shown in plan on Figures 2 through 6. Hammer Dri 11 i nq wi 11 be conducted in borrow areas D, E and I, in the re 1 i ct channel area and in the river channel under the proposed dam (Figure 2). A Becker APlOOO Hammer Drill mounted on a tracked carrier will be used to perform the drilling. With this drill a double wall drill pipe is driven into the soil with a diesel hammer. Compressed air is forced down through the annulus between the inner and outer drill pipes to the bit and then passes upwards through the center pipe lifting the drill cuttings to the surface. At the surface the cuttings and compressed air are passed through a "cyclone 11 which separates out the drilled material so that it can be collected for logging and testing. II. { l ~···~ . . ru . . ru . ' . Ill 1 . ' SCOPE OF FIELD INVESTIGATIONS ~ cont . • Geophysical Surveys_ wi 11 be conducted in the river channel from the ice surface to determine the thickness of fluvial deposits overlying bedrock. The type of methods to be used has not been decided yet but may include seismic refraction and/or reflection, sub-bottom profiling, resistivity or some combination of these. DAMSITE INVESTIGATION The damsite investigations will consist of hammer drilling and geophysical surveys to determine riverbed foundation conditions for the cofferdams and main dam. Data from this task wili be used in developing the general arrangement and design of the cofferdams, and represents a significant and critical factor in de~tennination of design parameters and criteria for cofferdam diversion and main dam planning. The alluvial deposits of the Susitna River, as determined to date, consist of gravel~ cobbles, and boulders with a sand matrix. The thickness and type of .material, as well as bedrock conditions, are known at only a few locations. Development of the general arrangement and design of cofferdams and the main dam will require detailed data on tne following: thickness and types of a 11 uvi a 1 mater~; a 1 , frozen 1 ayers (if any) , top of bedrock surface, bedrock lithology and structure, and depth. to sound rock. During the winter, when ice conditions on the river are suitable, approximately 11~000 feet of geophysical survey lines will be run along the axis of the river and an additional 4,100 linear feet in the cofferdam areas (Table 1). The surveys wi 11 run from "The Fins" to downstream of the "Fingerbuster" (upstream to downstream damsite limits) to define the top of bedrock surface and alluvial thickness. The survey lines will oe arranged in a grid pattern both parallel to the dam axis and alonq the center of the river (Figure 3). The results of this survey will be the basis for selecting river borehole locations and for refinement of the too-of-rock mans. Boreholes will be dri 11 ed from the surface of the frozen ri" ve r to confirm the geophys i ca 1 line data and to sample alluvium and bedrock. A Becker APlOOO hammer drill capable of drilling 400-600 feet deep in alluvial material will be used for the drilling and sampling. Drilling will consist of both plug holes and sampled holes (Table 2 and Figure 3). Plug holes (holes without systematic~ deliberate sampling or coring, although sampling of the disturbed material will be conducted for hole-logging purposes) will be drilled to confirm fluvial thickness and depth to sound bedrock as a calibration check on the geophysical lines. Sampled holes will continuously sample the alluvium and bedrock. Rock drilling, for both plug and sampled holes, will continue until a minimum of 10 feet of sound bedrock is encountered to ensure that large boulders are not mistaken as beorock. A minimum of two of the holes beneath the core of the proposed dam \~11 be core-drilled to a depth of 50-100 feet and pressure-tested to determine rock permeability and to assess the quality of rock at various depths. -n lli Ill 1 l a Ill . I ltf lh DAMSITE INVESTIGATION -cont. Drilling of the river alluvium will corrmence after completion of at least the initial seismic lines. A total of four drill hole~ are planned for each cofferdam site: two sample holes and two plug holes. Total drill footage for the cofferdam sites is estimated to be 800 feet. An additional seven drill holes will be drilled beneath the proposed main dam, and two holes are planned to verify the geophysical data in the plunge pool area. While Table 2 details the assigned priority of these holes, the actual order· of dri 11 i ng and number of ho 1 es wi 11 be contra 11 ed by the E~ffecti ve- ness of the geophysical surveys and drilling rate. Since the river drill~ ing program requires a thick, stable ice cover, the drilling in the damsite area will be performed according to available climatic and snow and ice cover conditions rather than a fixed number of holes. BORROW SITE D Borrow Site D has been identified as a zone ranging from 2,000-6,000 feet in north-south dimension, stretching over 12,000 feet from a point on Deadman Creek to the approximate thalweg of the relict channel, including approximately 7,000 feet of exposure as bluffs overlooking the Susitna River, for a total area of about 1,075 acres (Figures 2 and 4). The area has been identified as the most favorable source for imoervious core material for a total est1hmated site requirement of approximately 8.25 mcy. The information to date on the borrow site comprises seismic refraction surveys, auger holes, several deep rota:y drill holes, and shallow test pits. The winter program is designed to obtain additional details to confirm the stratigraphy developed during feasibility, and to develop a clear understanding of material properties, ground water, and permafrost condi- tions. Results of the winter program will form the basis for the subse- quent detailed design level investigations. The long-range objective of the Borrow Site D investigations will be to determine: (a) Bc~row site stratigraphy and extent of each of the various identified units of interest to a level adequate to develop volume-distance relationships, stripping parameters, and oro- ducible volumes. (b) Define site and adjoinH;g areas, gro.und water, and permafrost conditions in order to allow optimization of production methodology, mining method, and water/frost handling. (c) Limits of desired excavation based on geologic conditions and desired material properties and determination of mining methods. (d) Continuity of material properties and their influence on pro- duction, processing, and placement requirements. 1m BORROW SITE D -cont. ·~l. )1 ,, II !., \ j Ill llJ ll f ; j (e) Engineering properties of the material as required for placement in the fill, including placement water content, gradation, plasticity, and compaction characteristics. Explorations will place emphasis on detailing volumes of reserve with various properties to allow for selectivity in production, if necessary. Winter drilling in borrow area D will be carried out in conjunction with the relict channel exploration program. The Becker hammer drill will allow continuous sampling of the blown out cuttings and will provide large samples of the various stratigraphic units for use in geologic interpretation of the stratigraphy and in materials laboratory testing. In addition, drive and core type samples will be taken at selected intervals (Table 3 and Figure 4). Due to the primary need for stratigraphic information and the fact that systenEtic pattern explorations of the borrow reserves will be conducted in the subsequent stage of design investigations, the emphasis of the winter program will be put on stratigraphic data collection. The sampling and instrumentation activities carried out in this program will be directed at maximizing the level of information obtained from each boring. Instrumenta- tion will be installed to provide baseline thermal and geohydrologic data. The various methods that will be utilized are described individually below: (a) Full depth sampling to provide material for geologic examination of the larger particle sizes and for laboratory testing . . (b) Drive and core type sampling as is appropriate using 2-and 3-inch standard split spoon with standard penetration b1ow counts~ Denison sampling, and dry-blocked and conventional fluid circula- tion core barrel sampling w·ill be conducted. (c) Casing drive tests (open casing drive tests) for general correla- tion of stratigraphy and density. (d) "Undistur·bed" samples, using such samplers as fixed pis-ton, 11 0sterberg", "Shelbyn, and other special split and tube type barre 1 samples. (e) Water level detection and monitoring both during and after drilling to detect various aquifers, perched water zones, and "dry" zones. Due to the preliminary indications that the area has a complex system of ground water levels, most borings will have a minimum of a standpipe type piezometer, and those which penetrate a defi- nite zone of interest may have pneumatic or electric piezometers installed. This system of observation points will be correlated with the relict channel installations. (f) Limited aquifer permeability testing such as falling head and/or constant head tests will be performed where possible to obtain Ill ·· \ BORROW SITE D -cont. v Ill Ill ., ll1 j It w . . order-of-magnitude information on the ranges of permeabilities of the materials in the borrow site. (g) Permafrost C.atection will be limited to observation of both seasonal and permanent frost during drilling and installation of thermistors in most of the holes. The probes will enable detection of permafrost in the following year after the frost has stabilized, and of the depth of annual frost penetration during the winter. This information will be utilized to evaluste the frost conditions likely to be encountered in excavation and, at a later stage of design, will be used with the results of all thermal investigations data to develop the borrow site production method to minimize the adverse effects of the frost in excavation and fill placement. (h) Depending on the vari ability of the stratigraphic units and material properties across the area, and the confidence in the geologic interpretation from recovered samples, downhole geophy- sical logging may be conducted. PVC plastic pipe will be installed in the boreholes to allow logging during later phases if it is deemed necessary at that time. (i) Depending on the nature of the materials encountered, special vane, core, or downhole insite density measurement testing may be per- formed in the boreholes. Standard penetration and tube sample density will be performed as a routine form of testing. RELICT CHANNEL Two areas have been i denti fi ed on the banks of the proposed Watana reservoir where bedrock falls below the proposed reservoir elevation and, hence, pro- vides a potential for reservoir leakage. The preliminary explorations and geologic mapping indicate that both of these areas may be abandoned Susitna River channels or "relict channels 11 , one between Deadman and Tsusena Creeks, designated the Watana relict channel, and the second in the Fog Lakes area, designated the Fog Lakes relict channel (Figure 2). The potential conderns regarding these areas are: (a) Potential for excessive reservoir leakage of such magnitude as to affect project economics. (b) Potential for excessive local gradients under reservoir hE~d which might cause piping of material and, hence, induce progressive failure of the rim material with ultimate breaching of the reservoir. (c) Overburden instability or seismic liquefaction potential which could result in breaching of the reservoir confinement . ·~· .... ~ • -!· , ... ~' f[ ·' RELICT CHANNEL -cont. (d) Crest s~ttlement due to saturation and permafrost thawing. Preliminary assessment of the Fog Lakes Channel shows the freeboard at Fog Lakes is significantly higher than the Watana Relict Channel, and the local and overall gradient is much flatter and the flow path much longer than the Watana Relict Channel, which minimizes any hazard. Access to the Fog Lakes channel is also extremely difficult due to its location on the south side of the Susitna RiVer. The winter program will be re ..... !cted to the Watana relict channel. Detai,led investigations in the Fog Lakes channel will be performed during later programs, if required. The winter explorations will be jointly conducted with the Borrow Site D program since the borrow site lies within the confines of the relict channel areas. The p~incipal objectives of the winter program are to: confirm the geometry of the relict channel; obtain representative samples for strati- graphic identification; define material properties distribution; determine geohydrologic conditions in the relict channel; and install instrumentation for monitoring ground water and pennafros t. The Becker :1arnmer dri 11 wi 11 be used to dri 11 appretxi mate ly 14 ho 1 es to bedrock in the relict channel (Table 3 and Figure 5). It is anticipated that these holes may attain maximum depths of 600 feet. As in Borrow Site Dt emphasis in the sampling program will be placed on obtaining maximum size samples for stratigraphic information and materials investigations. The various sampling methods that may be available are listed below: (a) Full depth sampling and logging of drill cutting, which will pro- vide limited supplemental materi'al and s·tratigraphic information. (b) Drive and coring sampling, using 2-and 3-inch standard split spoon samples, as well as special samplers such as the Denison. (c) "Undisturbedu sampling, using special "floating tuoe 11 or piston type samples such as the 11 GUS 11 and 11 0steroerg 11 and various diameters of "Shelby'' and similar split or so11 id thin 1t1all tube sampling. (d) Casing drive testing, using the hammer drill to ascertain relative variations in density. (e) Water level detection and monitoring, both during and after drilling operations. (f) Installation or well casing screens and piezometers for subsequent observations and aquifer testing. (g) Permafrost monitoring through drill cuttings temperature measure- ment? otservation of ice in the samples taken, and installation of frost probe PVC pipe for continued observation .. If significant frost is detected at depth, fu11 thernistor strings may be installed if thought to be appropriate. ..... ., ........... ·------'-,---· ........ 1 ,, ":.~ ,.,J ! .,, l I '.; G l . I 11 ll' ... . ! II II: It If If' It c: It 11 : ·" RELICT CHANNEL -cont . (h) Downhole geophysical logging, as appropriate, to provide correla- tion of geologic interpretation between borings. Logging will be conducted in both th€ hammer drill holes and the summer rotary borings through 2-inch PVC pipe, which will be installed during dri 11 i ng. BORROW SITES E AND I Borrow Sites E and I include the Tsusena Creek outwash plain and Susitna River floodplain from a point approximately 2-1/2 miles downstream from the Watana dam site to a maximum distance of approximately 12 miles downstream (Figure 2). This material has been indentified as the most favorable source for concrete aggregate, filter sand and gravel, and dam shell gravel require- ments totaling approximately 40 million cubic yards. The information in these areas, to date, has been compiled from seismic refraction surveys, air photo interpretation, and various test pits and shallow auger holes. The winter investigations in Borrow Site E and I are designed to obtain addition a 1 information needed for refinement of construction proces~; i ng and costs and material properties. This information includes: (a) Borrow site configuration to include 1 at era 1 and verti ca 1 l~xtent of suitable materials and ground water conditions. This informa- tion is needed to define type and method of excavation and placement. (b) Limits of reasonable excavation depth based on geologic constraints, stratification of deposit, and inherent stability of the materials. These limitations will have significant impact on the actual economically recoverable reserves which, in turn, can be expected to influence maximum excavation depth, net excavation losses, and, consequent1y, equipment selection and overall land requirements for adequate development. (c) Material gradations, including both typical a,nd local variations in the materia 1' qua 1 i ty, which \vi 11 influence production methods and requirements and possib1e processing. (d) Suitability of the material for use in concrete$ filters, and dam shells. This information will be used in selection of the type of processing requirements and optimization of placement utiliza- tion as determined by cost. Th·$!: Becker;, hammer dri 11 , which is p 1 an ned for use in the re 1 i ct ch..:nne 1 and river areas ·will be utilized to drill several confirmatory borings to maximum practical excavation depth below river 1evel (estimated to be 125 feet) in the primary ~H).urce area of BorroH Sit€ £with the intent of verifying the seismic data and obtaining samplE::~ for gradations and laboratory testing. ~·· k-·<·~.~~-' .. ' .. 1 ' .[ II: tr ll: 11 It It I[ BORROW SITES E AND I -cont. The drilling will be distributed over the length of Borrow Site E (Table 4 and Figure 6) to provide a general overall view of the borrow materials. Due to the wide spacing of these borings, stratigraphic correlation is not expected to result from this drilling. The borings will be concentrated along the margins of the site to meet the criteria below: (a) Ready access and relatively level drill setup to minimize setup time and, thereby, maximize the number of holes drilled. (b) Placement of at least ten of the holes on previous seismic lines to verify the seismic Jata interpretation. (c) Placement of several holes alung the active river margin to verify the off-end-of-line seismic interpretation of a:luvial depth and composition. (d) Placement of a line of holes near the north limit of the flood- plain to confirm the average depth of alluvium and to assure that bedrock level does not rise rapidly in the north and east portions of the borrow site. (e) Spacing of the borinqs so as to maximize the irtformation concern- ; ng the vari abi 1 i ty of stratigraphic conditions within the borrow site. Borehole sampling will be conducted as listed below: t a) Primary 5 amp 1 i ng wi 11 be continuous cuttings s amp 1 ing up to 4-inch size particles. (b) Split spoon or Denison/Core Barrel sampling, as necessary, to sample fine sand, silt, or clay layers which may be encountered. (c) Casing drive tests (open casing drive tests) for general correla~ tion of stratigraphy versus density for uS'e in estimating excava- tion requirements. Since the borrow site is planned for dragline excavation, detailed density testing is not considered necessary at this time. (d) Water table detection and monitoring to provide information on potential dry versus wet excavation. Because the water table is expected to range from 10-30 feet below ground surface) simple standpipe piezometri-c monitoring will be utilized to allcw con- tinued monitoring of seasonal variations of the water table. (e) Frost detection will be limited to direct observation of drilling rate and temperature measurements of cuttings. No permafrost is expected in the borrow site; however, the depth of seasonal frost will be measured and checks will be made throughout drilling operations to record any indications of possible oermafrost. If ... 1r 1r· 1r ll ll 11 m. 11 ~ 11 U ! .~ ,, ' IJ BORROW SITES E AND I -cont. any permafrost is detected, thermal probe standpipes will be installed in the appropriate zones to detect the extent of the affected zone. In the remaining holes, standpipes will be installed to approximately 30 feet deep for detection of annual frost penetration and thermal probe readings. The winter dri 11 i ng program should: verify the genera 1 over a 11 sui tabi 1 it) of the source; ascertain the approximate upper size limits and range of the gradation; provide adequate samples for physical and durab1lity suitability; and give an indication of variability of the deposit with depth. Several borings will also be made in Borrow Site I if available time and ice conditions permit. The number of borings and the exact locations will be determined during the winter program. Subsequent studies for final design investigations will determine the actual mineable limits, extent of variation in materials, ground water elevation, and the processing that will be required for each of the major gradation va ri ati ons . LABORATORY TESTING The material testing program for the winter program will be designed for providing ready assistance in data interpretation. To expedite the testing program, a field laboratory will be established for performing routine soil tests to include: gradation; hydromet~r; moisture; atterberg limits; and proctor The more sophisticated tests will be performed b~ outside laboratories as required. I r i ........ -~ ·""!•, .... SUSITNA HYDROELECTRIC PROJECT Mr. Wayne Boden District Mana~er Bureau of Land Management 4700 East 72nd Avenue Anchorage, Alaska 99507/2899 Attention: Mr. John Rego November 8, 1982 P5700.10.15 T975 Dear John: Hammer Drilling Program Further to our letter of August 20, 1982, please be advised that the Hammer Drilling Contract for the Susitna Hydro- electric Project has been awarded to Denali Drilling, Inc. The present schedule calls for mobilization of their drilling and support equipment to the Watana site between December 15, and December 31, 1982, with commencement of drilling on or about January 1, 1983. The program will last approximately three months with demobilization of equipment in April. As you are aware, these dates and activities will be controlled to a large extent by drilling progress, weather and access conditions. Attached for your review and approval is a temporary land use permit application to •lllow transportation of Denali Drilling•s equipment to and from the Watana site. As discussed previously the planned route will follow the winter trail used by the Corps of Engineers in 1978 and the Alaska Power Authority in 1980. Also included is a listing of equipment to be trans- ported, a mobilization plan and a proposed schedule. To help familiarize Denali Drilling with the proposed route and to allow the BLM to assess trail conditions prior to &:tual mobilization of the equipment, we plan on traveling the route during late November or the first week in December. We would fly the route first in a helicopter and then drive the entire route from Cantwell into the ~~atana site using a TF60 tracked personnel carrier and snow machines. The personnel carrier would be left at the Watana site to await the start of the drilling program. It is anticipated that representatives of Denali Drilling, BLM, Acres and Harza-Ebasco (new engineer for APA as of January 1, 1983) would be involved in this preliminary ACRES AMERICAN INCORPORATED ' ; ;111 ' ' j r .I I) II 11 IJ ll IJ 11 li Mr. John Rego -2 November 8, 1982 route inspection. We appreciate your prompt consideration of these matters. If you have any questions, or if we can provide you with any additional information, please call Bob Henschel at 276-4888~ RRH/BJB/ja Enclosure: as cc: Jim Shen -CIRI Dave Wozniak -APA C. Debelius -Acres ACRES AMERICAN INCORPOHATED Regards, 0 11 IJ . . ,, li Form 2920-l ~:--iove~ber 1977) UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF LAND MANAGEMENT TEMPORARY USE APPLICATION AND PERMIT FORM APPROVED OMB :-lO. 42-R0996 Serial Number Title 1, Sec. 28(e) of the Mineral Leasing Act of 1920,30 U.S.C. 185, as amend• ed;Secs.302(b)and 504(.a)of P.L. 94-579, October 21,1976,43 U.S.C.1732, 1764. ~----------·------- APPLICATION 1NSTRUCTJONS ON REVERSE 1. ~arne ( jirst, middle initial, and last) Address (include zip c-;de J 334 West 5th Avenue Alaska Power Authori t~·---------l-'~ .:...:A~n.:::.!ch..1-::o:::.:..r~a.::~.ge:::..~:l-.8J.aska 99501, ______ . __ _ 2. Give legal description of public lands for which you are applying __ -_l_O_W_N_S_H_IP __ ~ __ R_A __ N_G_E __ =r=_s_E_C_T_I_O_N __ ~------------------------S_U_B_I_)_IV_!_S_Io_r_~----------------·---------- 19 South 1 West 29 32 North 5 East ?7 ... , (Staging area and entry point) (Exit point) Fairbanks Meridian, Alaska Seward Meridian~ Alaska :11 ~1eridian I State I County i ll IJ IJ I J I! .IJ IJ ~ ~ ~ 1 ~ 3. Proposed date(s) of use: From December 15, 1982 to May 15, 1983 Are you 21 years of age or over? 4a. _X] Yes , i No u-, b Are you c:t citizen of the United States or have you declared · your intention? 1)1 Yes -~ No As applicant, are you a L.] Partn~~,..·.:-lip iJ Association 0 Corporation; • · Ind ividual(s); c. or an agency of · l Federal Gove:·n.nent CRJ State Government 0 Political subdivisio::1 of any state? d. Are the statements required by Instruction Number 2 attached? [X] Yes !' No = ~ot applicable 6. Are you making this application for your own use and benefit? GJ Yes ;l No ( li "no." expl mn; Are the lands now improved, occupied, or used? poses, identify users and occupants} [X] No (If "yes, 11 describe improL ements and pur- ' ·' ,., ; Cl 'I 11 ! ' 1/ IJ 'I! 1 E IJ IJ i I ~ j IJ ·~ ll IJ ~ SUSITNA HYDROELECTRIC PROJECT Mr. Wayne Boden District Manager Bureau of Land Management Anchorage District Office 4700 E. 72d Avenue Anchorage, Alaska 99507/2899 Attention: Mr. Mike Kasterin/Mr. John Rego Dear Mike: November 22, 1982 P5700. 10. 15 TlOOl Per our recent conversation concerning the temporary use permit application for overland transportation of equipment for the Sus i tna Hydroelectric Project, please find attached an amended legal des- cription of the public 1ands which the proposed route traverses (see location plan). If you have any further questions or if we can provide you any additional information, please call Mr. R. Henschel at 276-4888. RRH/BJB/kt Encl : as cc: Tom Arminski, APA · Chuck Debe 1 ius, Acres ACRES AMERICAN INCORPORATED .~(llh, 1ll:1tl £:1\'.llf"H~t!rb $'ll{t! 305 1577 c StrtWI A,.,chorage. Alaska 99501 Regards, Boyd J. Brow field Administrati Manager Telephone· (907) 279-9631 Telex: 025450 (ACRES .~HG) Other Off1ces Buffalo. NY· Columbia, MD: Ptttsburgh. PA Washmgton. DC 0 0 ::; I • . : ll ' l 11 J .· j A~1ENDED ITEM 2 11 Tm'lnsh i p ·Range Section Township Range Section . J 19 South 1 ~Jest 29 (Staging area) 21 South 3 West 33 E 19 South 1 West 30 22 South 3 West 4 19 South 1 West 31 22 South 3 West 5 19 South 1 West 32 22 South 3 West 8 ll 7 :z: ! 20 South 1 West 6 22 South 3 West c::r:: 1 - 20 South 2 West 1 22 South 3 West 18 Cl -0:::: ~ 20 South 2 West 12 22 South 4 West 13 L!.J ::E: l 20 South 1 West 7 22 South 4 \~est 24 U1 ~ :z: 20 South 1 West 18 22 South 4 West 23 c::r:: IJ co 0:::: 20 South 2 West 13 22 South 4 West 22 -c::r:: !.J... 20 South 2 West 24 "'0' 22 South 4 West 27 ·~ - 20 South 2 l~est 23 -< 22 South 4 l~es t 28 ~ J z: .... c::r:: 20 South 2 West 27 -S-22 South 4 Hest 33 Cl 0 l -~~ i ll 20 South 2 West 34 c::: 22 South 4 West 32 l..t.J :E: !!P 20 South 2 West 33 :; 33 North 6 East 17 l U1 ! ~ 21 South 2 \4est 4 z: 33 North 6 East 20 ~~ c::r:: i ... co 21 South 2 West 5 0:::: 33 North 6 Eas\. 30 -c::r:: 1 I !.J... ~ 21 South 2 West 8 I 33 North 5 East 25 II j 21 South 2 West 7 ~North 5 East 36 J z: c::r:: 21 3 West 5 East 35 -South 12 33 North Cl -(l 21 South 3 West 13 32 North 5 East 2 0:::: LLJ l ::E: "' ~ 21 South 3 West 14 32 North 5 East 11 Cl 0:::: I} 21 South 3 West 15 32 North 5 East 14 d:: 3 1 LLJ .JJ 21 South 3 West 22 32 North 5 East 15 U1 ~ 21 South 3 West 21 32 North 5 East 22 l 27 (Exit ~ 21 South 3 West 28 32 North 5 East 21 South 3 We~t 32 at Watana r~ Camp) 4 !!j ~ ! 11 1 .. , ., ·I •I !!'I ~I ' J h j I 'J * ;i· ~ " } 11 11 " J 'f! ' ~ J £BASCO SERVICES llilr1tlf'U•j~,T.Ia TO: T. Clary/lf. Teachin Deeember l, 19$2 ntO.l!f: ~::3 N,, Til.ford/G. !sin FROM: 1ut~r1s.la List -J.eliet Channel Aqujl£e-r 'l"eata; and Additional Refraction Line• Attached are (1) the reque•ted •odifi~d Materials List and (2) the proposed locatioa. of an additioDal 7000 111.. ft. of refraction seialdc. line 1u the lteliet CbanDf:l area. The additional sei•ic vork. i1 desia~ed to answer uncertainties •• to th« loeat!ou, aeo.etry, d~pth. and atratigraphy of t::h .. un.el• in the uorthe.aat aeetiou of the Watau. Relict Chan.nal area. Nct.e · alae th.at I have r.(cbanged the priorit,-of Well G. far Vt!ll J. to provide a better opportunity to aet stratiaraphic ~o~trol in the &bove aortheast section. GL!/ba ec: J) L. !has£ 1ile '(·.· ~ ' . l ; J j ( l J t ~.-. 'i I J I d .. J l ' J ( ~ 1 MODIFICATION OF MAT!IIALS LIS! -AQUI1Ei TESTS FOl RELICT CBAL~L Following is a materials and equi~nt liat for the winter drilling prog~am in the "Relict Channel Area. This li•t aasu.es that ther~ vill be no interchange of wat~riala v!tb other proirama. It alao includes .aterials and aqui~nt for the auma~r aquifsr testiug proseaa. This list aaau.es that the test vellt and/or piezometers will be· couatru~ted inside the 6 iucb and 3 inch lecker drill ate• or through t 6 1n~h boles adjacent to and drilled 1~!ately subsequent to eonstTUetiou of the prima~ exploratory hole. Eac:h unit to 1>e tea-ted will be screened with a twenty .foot •ection of #40 ac.reen at. a diaetal' thJJt vill allov pWDp-•out and pu.p-1n te•ta to be eonduete~ OD ~ita x. J'• and H. Material• liat: ITEM DESCliP!IOI Workov@r rig or winch Well Ca•ittg (ainimu.a) ~ater vell, gal~. ~teel, 5 112• !.D. Water v~ll, gslv. ateel, a• I.~. Water well, Sch 80 PVC or Galv. steel, 2 1/2• I .. J). Veil cap• Sc.reena Stainl••• steel 140, 20 ft long for 5 112• I.D. C.aing Stainless steel/Or Scbedul~ 80 PVC, 140, 20 ft long •creene for 2 112• I.n .. C.aiq .P'ilt~r saud ~tttonite (;.eM»ct 'I'reaie pipe Sur&e blaek Suite~se geophysical logger (g~,sp, • t"eGiativity) Straddle Packer• •2 i/2 to 5 l/2 inch capability (Layne or tquiY•lent equipped rith autoatic ehart pl:'essure reeorder) novnbole packer pip• Water JMtera Gate val,e• Pres5\lt"e •etera Air eo•presaor for packer• Water Supply -p~ia te•ta provide capability of aupplyin& water at wall he~d &t SOO IP. for 10 houri durin& •ua.er co~dition•· the )aNIMtTM S tiZLL.S 1 2500 ft 115 ft 2000 ft 7 16 16 135 eu ft 850 cu ft 500 lb. sso ft. 2 l 2 800 ft. 2 2 3 2 MUIMtnt 9 IWELLS 1 3600 ft .300 ft 3000 ft 12 29 29 245 eu ft 1550 ~u ft 900 lb .. .sso ft. 3 l 2 800 ft. 3 2 4 2 Sobmersible turbine ?ttaPt ~· dia. (SQ-100 gpm @ 100 to 200 ft h~ad) · Generator to run turbin• Disehal:'ge pipe, 4• dia., PVC .Pressure tran~dueera Meter capabl~ of r~ading 10 transducers Band oieve •et Water level hand t&pea Water level chart reeordera Rand pwape G.I. pipe for band puap•, 2• 2 2 1000 ft. 15 1 2 3 2 z 130 ft. 2 2 1000 ft. lS l 2 4 4 2 270ft .. t 1 l l l ' ,- i i . " (J ,.., • ·. t i ... ......_ -..· .... .. .. ~ --... PHASE II 1883 SUSITNA RELICT CHANNELS 0 PROPOSED DRill:HOlES.. o f0iUt4,ER OfU ll HOLES /:!r--1)., EX tSTitJG SEI~~MIC UNES -. .. 6--10. PHDPO~ED '3EISMlC tJNES (7(}(}(J II) l f • , i •--· • ---~ ..._..,._.,...._~,.,..,.,.._~_. . ........__:"'-..._, __ , . ..,._-.. ..,~ _ ___,.' -.--...-.-~ ----/"~..__.............,....,.,___..., __._. __ v,_...,~,, ~er·--~-... --·-~-_...,....,-----,........-------·---r-::;:;:--~-~_--,-•. .. ... , 1\ I ' / ' I \, ; .. / --~ .. .. .. ... ... : • .'J I. I' 1: •• I I I I I! I I I I I I I SUBTASK SC -INSTRUMENTATION MONITORING AND SURVEYING SERVICES-R&M CONSULTANTS, INC. R & M Consultants will collect raw data from existing and new piezometer and thermistor installations by means of a two-man field party on at. least a monthly basis. Raw data will be reduced and formatted utilizing an R & M computer system and transmitted to HARZA/EBASCO on a monthly basis • A thr-ae-person survey crew will provide horizontal and vertical surveys CJf seismic lines and drill holes. Surveys will be conducted to exceed Tl1ird-Order Class II survey accuracy. Survey work will be coordinated based on the previou~ly established Susitna data base. Computered generated plots of the work oriented to ASPCS grid dimensions will be provided to HARZA/EBASCO. A three-person crew will layout and clear seismic lines tequired for Subtask A geophysical surveys. ·-~·-· ,. • I • ~r I I I I I 1:. l I I I -I I I I I I I I I I p2/k3 SUSlTNA FY83 SURVEYS Subtask 2.07.01 -R&M Field Coordinator ----~----------~~·-------------- (a) Objective: {nsure coordination and orderly movement of R&M personnel and data between Watana; R&M Anch"rage and HARZA/EBASCO. Also responsible for coordination of intE:rdependent activities in the field~ (b) Appt·oach: Place one field coordinator personnel at Watana to insure objectives are completed. (c) Sched~~Je: December 27, 1H82 to April 15, 1983. ___ ,,.,....~, f t j c· --·;-·~·;--··;::·~ , ·--~'"·-;,:;,. ·r 11 < ~~~\~~·., . !l!lill., .. .J: ' I II I I I I I I I I I I I I I I, I p2/k4 SUSITNA FY83 SURVEYS Subtask 2.07.01 -R&M Field Coordinator (a) Objec~ive: Insure coordination and orderly movement of R&M personnel and data between Watana, R&M Anchorage and HARZA/EBASCO. Also responsible for coordination of interdependent activities in the field. (b) Approach: Place one field coordinator personnel at Watana to insure objectives are completed. (c) Schedule: April 16 to June 30, 1983. , p2/k5 SUSJTNA FY83 SURVEYS Subtask 2.07.02-Location & Brushing Crew (a) Objective: To provide seismic line layout and brush removal pr1or to commencement of seismic or survey activities. (b) Approach: Provide a 3-person crew at Watana to layout and clear seismic lines. Crew will be directed by the R&M field coordinator and will include one geotechnical person familiar with seismic logistics. All clearing will be performed with gas powered chainsaws or hand tools. (c) Schedule: December 27, 1982 to February 28, 1983. , l ' j I I , \ j I r }' t ! r f 1 ! I ) ·~ •• I I I I I I I I I I I I I. I. I I I p2/k1 SUSITNA FY83 SURVEYS Subtask 2.07.03-Survey Field Crew (a) Objective: To provide horizontal and vertical surveys in order to position all seismic lines and drill holes investigated during the FY83 winter program. (b) Approach: Provide a 3-person survey crew at Watana available for horizontal and vertical surveys of seismic lines and drill holes investigated during the winter program.-All surveys will be directed by the R&M field coordinator and will exceed Third-order Class II survey accuracies. (c) Schedule: December 27, 1982 to April 15, 1983. •· I I l l I } . "' j I •• I I I I I I I I I I I I I I. I I li I p2/k2 SUSITNA FY83 SURVEYS Subtask 2.07.03-Survey Field Crew (a) Objective: To provide horizontal and vertical surveys in order to position all seismic lines and drill holes investigated during the spring FY83 program prior to June 30, 1983. (b) Approach: Provide a 3-person survey crew at Watana available for horizontal and vertical surveys of seismiG lines, test holes and other geological points as requested. All surveys will be directed by the R&M field coordinator and will exceed Third-order Class II survey accu rac1es. (c) Schedule: April 16 to ~June 30, 1983. I I I I I I I I I I I I I I I I I I I p2/k6 SUSITNA FY83 SURVEYS Subtask 2.07.04-Survey Support & Data Reduction (a) Objective: To provide logistical support in Anchorage fo.r the Watana survey crew and to reduce and compute the survey work executed. (b) Approach: Provide survey technicians in the R&M Anchorage office to provide logistical support and data reductions. All survey work will be coordinated based on the previously established Susitna data base and will be referenced to the Alaska State Plane Coordinate System (ASPCS). Final computer generated plots showing all surveyed points locations, identifications, orientations with ASPCS grid dimensions will be preparP.d. . (c) Schedule: January 1 to April 15, 1983. I· I I 'I I I I I I I I I I I I I I I I SUSITNA FY83 SURVEYS Subtask 2.07.04-Survey Support & Data Reduction (a) Objective: To provide logistical support in Anchorage for the Watana survey crew and to reduce and compute the survey work executed. (b) Approach; Provide survey technicians in the R&M Anchorage office to provide logistical support and data reductions. All survey work will be coordinated based on the previously established Susitna data base and will be referenced to the Alaska State Plane Coordinate System (ASPCS). Final computer generated plots showing all surveyed points locations, identifications, orientations with ASPCS grid dimensi(.)ns will be prepared. (c) Schedule: April 16 to June 30, 1983. ... .-......,~·-···]····.· ·.'.· . '~ ~ ', ~~ ~ ~· •' , ,. ·~·.-:-. ' ' ' "' gAy Aili2 I I I I I I - I I I I I I I ' . I I I . . I I I p2/k8 SUSITNA FY83 SURVEYS Subtask 2.07.05-Project Manas1ement (a) ObJective: To provida $Upervisiibn, management and ~ocrdination of all R&M activities. (b) Approach: Review, super·vise and manage project on a regular basis by the project manager loc.ate.d in the R&M Anchorage office. (c) Schedule: Oacember 27 to .April 15,, 1983. • I I i ' . ... ,:.·· I ' I I I I I I I • , I I I I I I I I SUSITNA FY83 SURVEYS Subtask 2.07.05-Project Management (a) Objective: To provide superv1s1on, management and coordination of all R&M activities. (b) Approach: Review, supervise and manag-e project on a regular basis by the project mafiager located in the RZ.M Anchorage office. (c) Schedule: April 16 to June 30, 1983 . • '> • I -, . ' I I :t I I I I I I I I I I I I I I I SUSITNA FY83 GEOTECHNICAL STUDIES Subtask 5.06.01 -Instrumentation Monitoring (Data Collection) (a) Objective: To collect raw data from existing and new Susitna piezometer and thermistor installations. (b) Approach: The raw data will be collected by a snow cat and helicopter supported, two man field party, at least once each month from January 1983 to June 1983. The field work is expected to involve appr~oximately one to two weeks field effort per month (Data reduction will be accomplished tn 1\nchorage following the field collection effort). (c) Schedule: December 27, 1982 through June 30, 1983. !• I I I :1 I I 'I I .I I I I I I I I I I I p2/k11 SUSITNA FY83 GEOTECHNICAL STUDIES Subtask 5.06.02 -Thermister and Piezometer Data Reduction (a) Objective: To reduce and format the thermistor and piezometer data for use in the geologic and geotechnical design efforts. (b) Approach: Data reduction and formatting will be accomplished by geologist utilizing an in-house computer system and software programs developed by R&M. The finalized data will be transmitted to HARZA-EBASCO on a monthly basis. (c) Schedule: December 27, 1982 through June 30, 1983. .,1 \/ ' :,~ 1\L~.~---'f: _ , :: I I :I I I I 'I I I I I I I I I I I I I p2/k13 PRICING PROPOSAL R&M CONSULTANTS, INC. SUBTASK 5.06.01 December 27, 1982 through June 30, 1983 Services Man hours (Estimated) = 1,320 Salary Fringe (33.4%) PCOS Overhead (92. 896) Subtotal Fee on Services Subtotal TOTAL CONTRACT Cost $19,695.00 6,588.00 --·- $26,275.00 24,.380.00 S50 1 655.00 7,645.00 $58,300.00 $58,300.00 . ·' (:J : I I ,I ·I I I I I I I I I I I I I I I I p2/k12 PRICING PROPOSAL R&M CONSULTANTS., INC. SU BT ASK 5. 06.02 December 27, 1982 through June 30, 1983 Services Manhours (Estimated) = 300 Salary Fringe (33.4%) PCOS Overhead (92.8%) Fee on Services Direct Cost Disbursements Subtotal Subtotal TOTAL CONTRACT Cost $4.,255.00 1,420.00 $5,675.00 5,265.00 $10,940.00 1,660.00 $12,600.00 2,640.00 $15,240.00 • I I ~I I I I I I I I I I I I I I I I I p2/k14 PRICING PROPOSAL R&M CONSULTANTS, INC. SUBTASK 2,07.01 December 27, 1982 to April 15, 1983 Services Manhours (Estimated) = 1,170 Salary Fringe (33.4%) PCOS Overhead (92. 8%) Fee on Services ! Subtotal Subtotal TOTAL CONTRACT Cost $18,530.00 6,170.00 $24,700.00 22,920.00 $47,620.00 7,230.00 $54,850.00 $54,850.00 . --------····. ~ I ' \ ' I· I I I I I I I I I I I I I I I I I IJ p2/k15 PRICING PROPOSAL R&M CONSULTANTS, INC. SUBTASK 2.07.01 A")ril 16 through June 30, 1983 Services Cost Manhours (Estimated) = 640 Sa I a ry S 1 0, 13 5 . 00 Fringe (33.4%) 3,385.00 PCOS $13,520.00 Overhead (92.8%) 12,545.00 Subtotal $26,065.00 Fee on Services 3,935.00 Subtotal $30,000.00 TOTAL CONTRACT $30,000.00 fl', ~ ~ ' t .; r~ :,. , , 1 l I l I ' l I ! l I l l l l i l [ ' ' .: E . ' ) 1·1 I 1 ,J 1 ll . . , . J; '1'··. J ~ . ~j I; .. .:'J p2/k16 PRICING PROPOSAL R &M coNsuLTANTs I l N c. SUBTASK 2.07.02 December 27/ 1982 through February 28, 1983 Services Cost Manhours (Estimated) = 1,270 Salary $18,990.00 Fringe (33.496) 6,340.00 PCOS Overhead (92. 89o) Subtotal Fee on Services Subtotal Direct Cost Disbursements TOTAL CONTRACT $25,330.00 23,505.00 $48,835.00 7,365.00 $56,200.00 700.00 $56,900.00 r/, 1 ~\{J,I" 'I H ,,:A ~..t•,.., --~ ~'~. t) i j j /, l I !" I i ' I I ~~ J 1 I l t I l p2/k17 I '· ' ·1,: .. ,, 'J PRICING PROPOSAL R &M coNsuLTANTs I I N c . S U B T AS K 2. 07 . 03 December 27, 1982 through April 15, 1983 11 ' -, 1 II 1 1'1 " ,_.:} Services Cost 11 Man hours (Estimated) = 2, 724 ,, J Salary Fringe (33. 4%) PCOS Overhead (92. 8%) Subtotal Fee on Services ~ Subtotal Direct Cost Disbursements TOTAL CONTRACT \) $57,810.00 19,310.00 $77,120.00 71,570.00 $148,690.00 22,430.00 $171,120.00 5,100.00 $176,220.00 l t 1 ' I I 1 ! ·' I '' r· t' 1 ! ! t l ,, l I I I l .I I I ,I I I I -1 I I I I I ,I I I .I I I p2/k18 Services PRICING PROPOSAL R&M CONSULTANTS, INC. SUB TASK 2. 07. 03 April 16 through June 30, 1983 Cost Man hours (Estimated) = 1,800 Salary Fringe (33. 4%) PCOS Overhead (92.8%) Fee on Services Dir·ect Cost Disbursements $32,840.00 10,970.00 $43 .. 810.00 40,655.00 S u btota I $84, 465 . 00 12,735.00 Subtotal $97,200.00 2,800.00 TOTAL CONTRACT S100,000.00 , //' . . p2/k19 PRICING PROPOSAL R&M CO~SULTANTS, INC. SUBTASK 2.07.04 December 27, 1982 through April 15, 1983 Services Cost Manhours (Estimated) = 560 Salary $ 8,280.00 Fringe (33.4%) 2, 765.00 PCOS $11,045.00 Overhead (92. 896) Subtotal Fee on Services ! Subtotal Direct Cost Disbursements TOTAL CONTRACT 10,250.00 $2'1, 295.00 3,205.00 $24,500.00 12,320.00 /}. • ! I l . I ·. i . ! ' ·~ l f I r . l t I I I I I a I I I I I I I p2/k20 PRICING PROPOSAL R&M CONSULTANTS, INC. SUB T AS K 2 . 07. 04 April 16 through June 30, 1983 Services Cost Manhours (Estimated) = 320 Salary $4,730.00 Fringe (33.49a) 1,580.00 PCOS S6,310. 00 Overhead (92.8%) 5,855.00 Subtotal $12,165.00 Fee on Services ~ 1, 835.00 Subtotal $14,000.00 Direct Cost Disbursements 7,050.00 TOTAL CONTRACT $21,050.00 . -.:::r· .. I I I I I I I I I I I I I I I I I I I p2/k21 PRICING PROPOSAL R &M C 0 N SULTAN TS, I N C. SUBTASK 2.07.05 December 27, 1982 through April 15, 1983 Services Manhours (Estimated) = 180 Salary F • '33 AO ... rtnge ~.__-."'+-o) PCOS Overhead (92. 8%) Fee on Services , Subtotal Subtotal TOTAL CONTRACT Cost 53,800.00 1,270.00 $5,070.00 4,705.00 S9,775.00 1 ,475. 00 $11,250.00 $11,250.00 • \! .:: I I: ·I· . ' I I I I I, I I I I I I I I I I I p2/k22 Services PRICING PROPOSAL R&M CONSULTANTS, INC. SUBTASK 2.07.05 April 16 through June 30, 1983 Manhours (Estimated) = 80 Salary F"ringe (33.4%) PCOS Overhead (92.8%) Subtotal Fee on Services Subtotal TOTAL CONTRACT Cost $1,690.00 565.00 $2,255.00 2,095.00 $4 .. 350.00 650.00 $5,000.00 $5 .. 000.00 . I 0 '• ;.;~~~-·-· -·-/-·-·-----~~·~----..:...-.... --.-....-------·~__....--.-..~·-..-.-.--,.,.._.._...._..__"_..........._~--···---,"-"~~-·-~~~-~,.~-.---~~-..:..,~.--............. -,-~ .,..,..,_, ""'---·~ .. ~-.--·~-....----.-.. ·-__ ..,_ .. ...__.~--+ .. . -· FY. 83~ WATANA. GEOT,ECHNICAL SlJ'PPOJiT' PROGRAM' 1 . , ' . t' . --~ SUBTA.SK :" DEC. JAN rE.s MA~CH AFRtL MAY JUNe MEI--I r I s.o:o.o1 IZ.O MH 120 MH t:'40MH e40 MH Z4<:J MH .3:Z> MH 2 --J ~00 ~·~ 1t 19.coo0 4\qm:J 'it\ 10, Goa !\: jt;.~oo INSlRUiviEt-ITAilOtJ MONiiOf'ltr-lt:: . S,Q0.02 I 40 MH 4C> MH 40 MH 40 MH 40MH 4c::J MH <DV M (-\ !1-l.~Wtftvll:! \T.4Tic:::'l·l -~ I,'BC>O tt:acn -t \8c::t:J ~ 1,900 ~ 1,900 ~l,soo 'it' I, ~00 n<\"TA r-\Fettr.:n. N . , I Hti:J . . 2.07,01 I -bO MH .320 Mtt .?eOMH .awMH l<Z1 MH a~oMH azoMH FIELD "~;&;"0 4J.!;.,QX) -l;l.t:'.CXJO ,fl.t:-1<XO 4'71~ ~lt;'lct)O ,fu;-1ooo CC.1C~J ·I IJ-'\IClR . -.', 2.07 .oz 8 70 MH 0CX> MH .ax> Ml-\ . ---_..~,~ LOO\jfON ~ $.S,!<X> ~ IS"j.a:::l:J ' J' 131\ll!:\-\lt-.IG CR?.v 2.07. 0.:3 -3 ~MH £3XJMH 9:l:J MH 9X)MK 4!'0 MH ~900 Ml-1 eooMH ti,OW c -t~,~ -#4eli0J t4~,<CZO ~ ~4,200 . t -"'18,<()00 $'4B,GVO ,q.IRVE'"f Cf:EW ' .·- 2.07.04 I !GO MH l«5tJ tvf H I r.::o fv' l-\ go MH 'IGOMH \t.G"O MH it= 71005 . ..;. 1l'7,000 -$7"0::0 4:"3,-bOO 4'710)0 -t 7,0?0 ~WNt=Y -~t\l'f11R d Pr\TA f<I=I'IIC.Tic.~rJ ~ ' ~ Z.07.0S' I 40M~ 4()MH -4<J MH 40MH ~IV\:4 ~OM!:\ AOMH_ f'RO.:,!ecr A .z;,sw ·;-.e1.s-ro t.e.,r=oo 4\'e,.;w lf; 1 .zbO -\t -z,r;-oo 4t -z,FXJO M.AN.A;~t:;:tvo~e!JT 1 MAN \-\.-.7l\R U\BTOTAL~ :ZZ4MI4 .e4eOMH t~eoMH 17o?MH I~~ f1COMH l'il£\0 MH -·~---····--~ -t \f(j),a:xJ co-.:r ~~~rorALA f ~I0.77CJ ~_gq,J;OO :t\"8.b,ttXJ $ ~~$0 f8J;l.SOO 4\:::x::>, ~00 j Ji~r.-I'!'·"1Pf~-... _,.,....,...... ......... --·-......-,..,~-~~~'bJ))fl;;.;tie;tM:t;:'t?'4t~·~, \"' •. ,...,,,,, , .. -· ..-...... ~. -.... , .. ~ ... ~..-rtr.t·~~.SN\! ... 74(£AS.4#_. •:;;; .. '"':~ ._ ... ~*t i ~ tfi ' • I ,. ~ r •, , .. ! ·~:!{"; .:, I ' A ~IN-S"lftUMEl-ITATPN te/t.7/G2 -6/.?fl/M ~ .&\lf-NF:!~ 1?./2.7/ez. ~4/1r/&3 f3=-~~--ys 4/IG./sa-C/:3o/ M ~SBOR~ ~"Jf'IAL OISRIUR!:EMI'"Nl' .SUe. TOI.4L-TOTAL A ! ;g. s . . \3ZOMH .. . . ~.BOO .,f~40 .e.ctJ MH .\l-b;240 ' . \\10 MH G40MH 1era MH ~l;tf-,~0 t30,o:>o 4"84-,8b0 . $ la:'l \Z70 MH .. IZ.7C1MH .' t 5{,~"0; t-~200 ... t\:'.t;pe ae4MH t.e,axJ l€m tvll-\ 1b'?4·MH , . . ; .{t r~,ero ·tflo::>,OCO ., ?."lfn'17.1:t? .. . " 'tte,a20 .%.::> Ml\ 4: ~Ot:'O ~.eoMH . f3BOMH · !&:~~920 $:2ltJbO t.b7,~ . teo MH €ToMH Z.ta:J MH 4li1Zb0 $J;,Q)Q {!: }j;1 ~J;O -\\' zo, 7 0-Q 7£~·MI-\ "'lt.,~ .;?6tlrrt1H f03rE4-~IH ' ' I $" -1<1.'.® ~ltz:,pr:;o 'lt:~1(.2() - '' --l·. ··.· '/ ... , . )!loot• ' I ·~ ·~ , r· .· } : ! t j I :~ ~ ;.,'- ·:'; .1 ,. c: 6 •:) r::: .,.. ~IY\P l.Ol::bl~ HS.J COFrf:=l? fLT HOURS: Q_ ~ If"' u ~ 2 8 -... [I -; ~ G ~ t; 4 l!: w 3 ro ~ e :J :z .._., .,:· ~ '! ,.-"'--~--~ .-.... :.;.,;;.,;,_:--:,:::..._ __ ~----........-..------,.,-·-~----.,.......,.,.,.-------.._..-/ .... ,.....,..__., .. /L~-·-·-----.,....._.~_",_.._,.;..,._,._.,. __ ~~..,..~·~·--.... _.,..:~-"""'-------...,._~ ~--·-.. "'-'·--/"""'.,,..,_ PROJECTED CAMP SUPPORT REQUI/AEMENTS . I I CE"c.. JAN r-ee tvfARCt-\ ,Af;JRIL MAY· _JUNE ' l<D)FFOJ, (c.;) f'f~OJ. ' .!B.MEN c?J}-1\SN 7Ml=N 9MEN 7M.EN c;:;M.t;N -·-4MEN ~tvttt;N ?fv\9--l (4)FRoJ . ~MEt-.! (4) f"OJ. .t;r::AI~ G~'(~ .&1-Cf\'(S G'~t$ ~0\~ I~ DA'(S" 19 Qb..'(~ \20A'(S \e QL\~ 9 DA'( .. <;:" 19 (4!\\~ 1e OA'f~ • I . \CJ \(00 E3CJ .b.b ~a £0 .eo c~s-)toRru ( :::;tb) \BOJ · Dtse: ; JAN. 1 PES. MARCH AF~\L 1\'\AY .JUf-.JE. I I I ! I t- ·,I t· PR aJ fr:]ED t::AMF SUFPCRT PIN~ ..SURVe I. r --· ·· I I I I I L __ _J L-, I I ~. : n n: TOTAL MAN DA'(£"' ~ . -24 :5c; ~~ MONTH , , \-b· ez.e zoa \44-7e C\49) (\!:&) -------.. ... ~ ~ lilllll!ll!lll!lllli -....., ~ ~ lilliilill &iiiiili .. iliiili . n ' 1 ; [\ i ;j ! - ! n ' )1 «4 ' ·~ . I I I I SUBTASK SD -SITE LABORATORY TESTING & HARZA/EBASCO FIELD SUPPORT-HARDING LAWSON ASSOC. narding Lawson Associates (HLA) will establish and operate a fteld soil classification laboratory at the Watana Dam camp to support the Winter 1983 field drilling program. The primary purpose of the field laboratory is to test soil samples from the Becker drilling program scheduled to operate January through March, 1983. II The field laboratory will be equipped to,perform most primary soil tests, including moisture content, dry density, particle size analysis, Atterberg limits determination, 1: specific gravity, organi<.~ content and compaction curves. The laboratory will require at least 700 square feet of space at the camp which will be provided in Task 2. I~ The field laboratory will be staffed by six full-time HLA technicians. The laboratory I will operate on a 24-hour basis, seven days per week, utilizing two 12-hour shifts comprised of two technicians and on~ senior technician (foreman) per shift. Operation I and quality control checks of the field laboratory operation will be performed by an -' Anchorage supervisor who will travel to the field lab every three to four weeks through-I out the program. I I I HARZA/EBASCO personnel will schedule all l9.boratory testing. The technicians will perform individual tests as scheduled by HARZA/EBASCO. The senior technician will supervise the other technicians on his shift, be responsible for the day-to-day management of the lab, travel to the Becker drill rig during shift changes to pick up samples, and report all laboratory test results to HARZA/EBASCO field personnel. HLA will provide geologist/engineer/geophysicist services to HARZA/EBASCO as needed I to assist HARZA/EBASCO in field and office operations during the Winter 1983 program. -· Two geologists will be provided to support the Becker Winter 1983 program. Geo·- 1 physical equipment and personnel will be provided to support HARZA/EBASCO geophysical , surveys in Subtask A. I. I I I ·;. .· ~. {:". ·I I I I .1 I !I I I I I I I • I I I I I I I To: Frolft: D-.; Subject: Job No.: Rei narka: cc: H•rdlng Lawson Auoci•t•s Transmittal/Memorandum Harza Ebasco, JeV. 1227 We~t Ninth Anchorage, AK 99501 Donald E. Bruggers~ December 3, 1982 The·Susitna Hydroelectric Project -Watana Dam Site PW82-335.08 Enclosed please find two copies of our Agreement for Consulting Services for the Susitna Hydroelectric Project -Watana Dam Site and two copies of the Certificate of Insurance. DEB/sr Engrneers Geologrsts & Geoohysrcrsts 624 W International Arroort Rd. Anchorage. AK 99502 Telephone 907/276-8102 Telex 09025149 Alaska Caifforma Colorado Hawau IllinOIS Nevada rexas Washrngton Saudl Arabra I Calender-RobiruJon Co.,Inc. P.O. Box 2836 San Franciscot CA. 94126 NAM( AHO AOORfSS ~ INSUR£0 Karding Lawson Associates P.O. BoA 578 Novato, CA. 94947 COMPANIES AffORDING COVERAGES COMPANY A Aetna Insurance Co. l[ TiER C~PANY B Uoyds of London Lfnur COMPANY c Great American Ins. Co. L[TT[A CD'oii'AHY D Granite State Ins. Co. l( l'TfR COMPANY E LfTl[A IS to certify ttlet l»itCJeS Qf tnsuranca sted belOW rut~ e.cn tU&Mid to the na"'*' acowe ••-e tn at tnts tlme. 11 any reQutremern, term or c:onctt10n of eny contract or other documsnt Wttl'!1~pea to wtucn !hiS Cllf'lrflalta may be tuued or may peruun, ~ tnSUt .. nca af1orded by tt.e poiiCtes daenCIIId here!~ rs·subjKt to &II me terms. e•ct•.1s10nS and condrt!Ons o1 suc:'fl )OI~C~eS. TYP[ Of INSUAAHCC GENERAL LlAB2liTY ug COMPR[H(l'IISl\1£ FOAM [19 PAfMtSES-OP[RATl()NS r::l (lP\.OSIO~ AND COllA~[ 12'!11 HAl A A0 A [i] UNOEAGAOUND ldlARD (iJ PAODUCTStCOMP\ (T£0 OP(RATIONS HAlAAO (i) CONTRACTUAl INSUAAHC[ (iJ SPOAO FORM PAOPfR'TY DAMAGE [illr,IO(PfNO[Nf CONHIACTOR5 [il PfRSONAl INJURY AUTOMOBILE LIABILITY [i] COMPA(HfNSht( FOitM A [i} ovmro IiJ HIAI[O [X] NOH·OW'C£0 D [i] UMBR£u,A rom. c B 0 OTH[R THAN UM8A\1LLA ropy ERs• COMPENSATION •nd EMPLOYERs• LJABIUTY OTHER Third Party Property Damage O£SCRIJIITIOI'l OF OPERATION$/LOC.t.TIOI'CSN(HICLLS "'t.ICY NUM8( A CG 248651 BAP 848267 6182-9406 PC 309-7454 12-0295 ity POliCY [)IPIIIIATI()N OAT( 4-1-85 6-28-84 4-l-d3 7-1-83 8001l. 't INJURY ~("iYOAMACE 80Dil T lfltJURY &NO PI'()P(!fTV OAMAG[ COioiBiflf( 0 8001~ Y lNJUin' I(ACHPf~ONI BODILY INJURY tEACH ACClOENT) 8001l Y I~ JURY .lHO PR()P{InY OAMAG[ !COIL Y JNJUR'f ANO PROP[ !tTY "AMAG[ C(lii.IBIIN€:0 ' s ' ' ' 500 ' 500 ' 5,000 $500,000/occurrence $500,000/aggregate ' 500 ' s ' 500 Cancellation: Should any of the above descrtb,ed pohctes be cancelled before the exptratron date thereof. the •ssurng com·· pany wrll endeavor to ma11 30 days wntten nottce to the below named certlftcate holder. but fatlure to mall such nottce shall tmpose no obhgat1on or habtllty of any kmd upon the company. HAM( Ak() ADDRESS Of CERTIFICI. TE HOLOEP OAT( ~SUED -------------------oW .t.UTMOFitltP R(PQ(S[~T .UtV[ --·~...::::.:::: .. ::.. . .:..:: .. -:-:::~-:;-"'"'. ···--~ -···-··---~--~~.:::.:. .~. =·-. .; .......... -......................................... . . ' ,, "" ·. - . _.. .. ' . I I ! I I I I I t I j' I l I 1 l ~ ~ t ' ·~ ~ ~· I . ·I L. IJ· IJ I I I I ll !I 'fl ,, ~ ; J III &t~e ~;,e~ #;.; h}~ .h.?~/ ,O~v~fi£.s ;~/~~2: s;,c~,?$ ii~r I AGREEMENT FOR CONSULTING SERVICES FOR THE SUSITNA HYDROELECTRIC PROJECT WATANA DAM SITE -fY '83 Engineer: Harza Ebasco, J.V. 1227 West Ninth·Avenue -Anchorage, A1 ask a 99501 Consultant: Harding Lawson Associates 624 W. International Ai~port Road Anchorage, Alaska 99502 December 3, 1982 rl l ... ·I\ i ~ L. rJ " rJ rJ :I ! .• lJ II lJ. Ll II [I [J 1~1 ll J Ll H•rdlng Lawson Asssoclatea TABLE OF CONTENTS LIST OF ILLUSTRATIONS.~··~·······o···················--·····•••e• LIS.T OF ATTACHMENTS ••••••••• , ... .:~·(»······························ LIST OF TABLES ••• ,. ................................................ . I GENERAL ................................................. ~ •••• II STATEMENT OF SERVICE •••••••••.•.••• s••··"·············,···· III COMPENSATION •••••••.••••••••• ~·····~······················· . IV PERIOD OF PERFORMANCE •••••••••••••••••••••••••• G ••••••••••• V GENERAL 1ERMS AND CONDITIONS ••••••••••••••••••••••••••••••• A. B. . . Involces •••••••••••••• ~·········~····················· Insurance •••••••••••••• ~·························~·•e• V EXECUTION ••••••••••••••••••••••••••••••••••• ~·············· APPENDIX I -SCOPE OF SERVICES •••••.•••••••••••••••••• e•········· APPENDIX II -COMPENSATION AND PAYMENT.~·················~······· i i iii iii iii 1 1 1 1 2 2 2 10 1-1 II-1 I ··'I . I I r'(i . ( i ,"l. I ! ' ;~ ! l ' ' },, . ~ I L 1 ! ! i I l I l l' I l I ~--"·~ ....... ,, .. _ ..... _ .... ,_,. ...... ·. ···~· jl i "'·· r , " . ..._-·,~-··· I I I I I I I I I I I I 1 ' I I [I ~ 1"' I I . 111"", . ~ . ~. I ,, Hatdtn~ Lawson Assoelat•• liSi OF ILLUSTRATIONS ---------~--~-----------------------------------------~-------- Plate 1 Schedule of Ac£ivities -FY •a3 Plate 2 Summer Auger Drilling -FY 1 83-1 84 P1 ate 3 Laboratory Layout -------------------------------------------------------------------------- LIST OF ATIACHMENTS Attachment 1 Available Staff Attachment 2 Organization Chart Attachment 3 1983 Schedule of Charges -Labor Attachment 4 1983 Schedule of Charges -Geophy~i cal Equipment Attachment 5 1983 Schedule of Ch~rges Equipment and Expenses Attachment 6 1983 Schedule of Unit Prices -Laboratory Tests ~-~-----~---~~~-··-~------~-----------------------------~------~--------~~~ LIST OF TABLES Table 1 Laboratory Equipment Table 2 Table 3 Table 4 APPENDIX A APPENDIX B APPENDIX C Estimate FY '83 Field Laboratory Testing FY 1 83 Exploratory Program -Phase II Watana Dam Site Geo- physical Survey Estimated Pre-Construction Exploration and Materia 1 s Test·i ng List of Resumes Laboratory Forms Quality Assurance iii '0 p 'o 1::;) ' ,, ·"·-'""' •«'>" ._,,, •• ' ... .... ' "; ¥ _'. /#..~ ~):.~, • ' ' ~ ·.' '. • ' --; . --. ·r . . _J I rl ~,·-' l . il I II ll [I [I II I I ll ll [) fl r~ Ll . "' I I Harding Lawson Associates I GENERAL. Engineer: Consultant: Contact:. Telephone: Owner: Study Ar·ea: AGREEMENT FOR CONSULTING SERVICES FOR SUSITNA HYDROELECTRIC PROJECT Harza Ebasco, J.V. Harding Lawson Associates Mr« Jay M. England, Vice President (907) 276-8102 Alaska Power Authority (Authority) Watana Dam Site and Vicinity Harza Ebasco, J.V. (Engineer) and Harding Lawson Associates (Consultant) hereby agree that the services specified below shall be performed by Con- sultant in accordance with all provisions sta~ed herein. Consultant agrees to perform this Contract as an independent contractor and not as an ' agent or employee of the Engineer or the Authority. II STATEMENT UF SERVICE .. Consultant agrees to perform consulting services as defined in Appendix 1, attached and hereby made a part of this Agreement. III COMPENSATION. Consultant shall be paid in accordance with Appendix II, attached and hereby made a part of this Agreemem ... IV PERIOD OF PERFORMANCE. The start date of this subcontract begins December 1, 1982, and it will terminate · , 19 • The services described in Appendix I of this Agreement shall be performed to meet the completion schedule of the Engi- neer·• s agreement with the Authority. Work within Tasks A through E of the Engineer's agreement with the Authority wi~l be authorized to begin upon execution of the Engineer's agreement with the Authority. Milestone schedule dates for the Engineer are provided i~ of of this Agreement. Completion of the Consultant's services for the various tasks will be negotiated with the Engineer during the work to m~et these milestone schedule dates. - 1 - --4.-.< ,_,_ ~·-·~-., "''"'~" : ' ' ~ ' ' I I I ~~-i I I I I ~ -· :I I I i I i [i II f ' I . .... \' Harding Lawson A•soclates GENERAL TERMS AND CONDITIONS. A. INVOICES., B. Invoices shall be submitted in triplicate each month directly to , marked for, Attention: Mr. --------' whowill review ana=ap~rove invoices for payment. INSURANCE" During the life of this Contract, the Consultant shall purchase and maintain insurance with a carrier or carriers satisfactory to Depart- ment of Administration, Division of Risk Management, covering injury to persons or property suffered by the State of Alaska or a third party, as a result of errors or omissions or negligent operations which arise both out of and during the course of this Contract by the Consultant or by any Subcontractor or~ anyone employed by them. The coverage will also provide protection against injuries by all employees of the Consultant and the employees of any Subcontract e~2aged in work under this Contract. A Certificate of Insurance will be furnished to the Project Manager prior to beginning work under this Contract. This certificate will show evidence of coverage and p·rovi de a written cance 11 at ion, non-renew a 1 or materia 1 change and include a waiver of subro~ation endorsement except for workers com- pensation and E & 0 insurance for the waiver of subrogation endorse- ment. Failure to furnish satisfactory evidenc2 of insurance or lapse of the policy is a material breach and grounds for temination of the Consultant's services. Before performing under this Contract, evidence of the following coverages will be provided: 1. Workers• Compensation Insurance. ihe Consultant shall provide and maintain, for all employees of the Consultant engaged in wor~ under this Contract, workers• compensation insurance as required by AS 23~30e045. The Consultant shall be responsible for workers• compensation insurance for any subcontractor who provides services under this Contract. "':'o include: a. Statutory coverage for states in which employees are engaging in work. b. Employer's Liability Protection in the amount of $100,000 each accident .. c. Broad Form All State's Endorsement. - 2 - II II ] II II II rJ ll () II II II r~ I ll Ll Li !I :1 l ... c.. 3. 4. Harding Laws~"' Assocl•t•• d. All State and Federal Acts where appli~able. e. Voluntary compensation endorsement. General Liability with coverage limits of $500,000 each occur- rence and $500,000 aggre~gate .. To include: a. b. c. Premises OperationsQ Independent Contractorso Products/Completed Operaticns. after completion of contract.) d. Blanket Contractural •. • (Maintained for two years e. Owner•s/Contractor'"1 S Protective Liability. f. Broad Form Comprehensive General Liability Endorsement (ISOG-222 or equiv~lent). Comprehensive Automobile Liability with coverage limits of $500,000 each occurrence:--· a. All Owned Vehicles. b. All Hired Vehicles. c. All Non-owned Vehicles. d. Uninsured Motorists. Professional Liablity. . a. Coverage for all errors or omissions which the Consultant employees, may make which result in financial loss to the State of Alaska. Protection against financial loss which results from reliance on specifications! design or reports produced by the Consultant. Limits required $1,000,000 each claim and $1,000,000 in the annual aggregate. - 3 - I I' ,, a;; ~.! l i! .., ..... II I II [I ll I_ [I ll I I II ll [I ll II J1 ll Harding Lawson Associates b. Indemnity. Consultant shall hold and save the Engineer and/or Authority, their officers, agents and other employees, harmless from liability of any natur~ or kind imposed by law upon the Engineer and/or Authority, including costs and expenses, for or on_account of any or all suits or damages of any character what-so-ever resulting from injuries or damages Susta,·ned ·ny---.. P"" .............. "' .... ~ ..... -............. """ ,.,._ ..... ,.,."" .... +'~ '"'" 1 C1fiJ ~1.-;)VII VI 1-''i;I.;)VII;) VI 1-'IV!-'~1 '-J lJJ virtue of negligent performance of Consultant services under this Contract. Ce Compliance with Laws. Consultant shall ·assure compliance with all applicable United States, state, territorial, and commonwealth laws, ;~eluding rules, regulations~ decisions, and ordinances or any political subdivisions and/or agencies of the United States, any state, territory, or commonwealth thereof. d. Equal Employment Opportunity. 1) Consultant will not discriminate against any employee or applicant for employment because of race, color, religion, national origin, ancestry, age or sex. Consultant wil take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, color, religion, national origin, ancestry, age, or sex. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or trans- fer; recruitment or recruitment advertising; layoff or termination, rates of pay or other forms of compensa- tion; and selection for training, including appren- ticeshipo Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause. 2) Consultant shall state, in all solicitations or advertisements for employees to work on Authority contract jobs, that all qualified applicants will receive consideration for employment without regard to race, color, religion, national origin, ancestry., age, or sex. - 4 - . . .. , '• /::. i/ • :~~~~~{ xSJ:,~,~t.~~,::~'~?.·. . ~----·---:-·-.. ·---~---~:~: ' -~·-·=--:::: .. :"·.·_ .. ::~.:··: ~· ·-· . ' ..... :;-' ' ,, ' ,' \.' ~ . -' ~ .. (! JJ a II rJ [J {) Ll II ll 11 ll II II [) !JJ l l Harding Lawson Associates 3) Consultant will send to each labor union or represen- tative of workers with which Consultant has a collec- tive bargaining agreement or other contract or under- standing, a notice advising the said labor union or workers• representative of Consultant's commitments under this section, and shall post copies of the notice in conspicuous places available to all employees and applicants for employment. 4) Consultant will include the provisions of Paragraphs (1) through (3) of this Section in every contract, and wilJ require the inclusion of these provisions in every subcontract entered into by any of its subcon- tractors, so that such provisions will be binding upon each subcontractor, as the case may be. For the pur- pose of including such provisions in any construction, maintenance, or service contract or subcontract as required hereby, the term 11 Contractor 11 and the term "Subconsultant 11 may be changed to reflect appropri- ately the name or designation of the parties of such contract or subcontract. 5) Consultant agrees that they will fully cooperate with the office or agency of the State of Alaska which seeks to deal with the problem of unlawful or invidi- ous discrimination, and will all other etate efforts of guaranteed fair employment practices under this Contract, and said Consultant will comply promptly with all requests and directions from the State Commission for Human Rights or any of its officers or agents re'l ati ng to preventions of discriminatory · employment practice. 6) Full cooperation as expressed in clause (5) foregoing shall include, but not be limited to, being a witness in any proceeding involving questions of unlawful or invidious discr·imination if such is deemed necessary by any official or agency of the State of Alaska, permitting employees of said Consultant to be wit- nesses or complainants in any proceadings involving questions of unlawful or invidious discrimination, ·if such is deemed necessary by ary official or agency of the State of Alaska, participating in meetings, sub- mitting periodic reports on the equal employment aspects of present and future employment, assisting in inspection of the construction site, and promptly complying with all State directives deemed essential by any office or agenc·y of ·che State of Alaska to insure compliance with all Federal and State laws, regulations and policies pertaining to the prevention of discriminatory employment practices. -· 5 - ~~~=~~~~=~~~~---~-~=---~------·_· __ ·--~ j· ~t '.; ..::~·;:::; 1i .1/ ~~- . _.:::, r1· l .. ' [I • I I I I • li ~ I rJ r~· ~.1 lj 7) Harding Lawson Associates Failure to perform any of the above agreements per- taining to equal employment opportunities shall be deemed a material breach of the contract. The responsible officer overseeing compliance with such fair practice and nondiscriminatory provision shall be the Executive Director of the Alaska Power Authority. Such responsible officer shall report to the State Commission for Human Rights whenever dis- criminatory practices are brought to his attention. e. Subcontracts. Consultants shall not enter into any subcontracts for any services subject of this Agreement without prior written approval of the.Engineer and the Authority. f. Persor.ne 1. Consultant shall not substitue professional personnel to perform services subject of this Agreement for the fol- lowing functions without prior approval of the Engineer. Reasonable advance notice and justification that the impact of the substitution will be adequately compensated for by the Consultant shall be provided in writing. No substitu- tion shall be made without the consent of the Engineer•s Project Manager, whom shall not unreasonably withhold con- sent. A list of engineers, geologist and geophysicists ·that are available to perform services during the project are presented on Attachment 1. The organization of HLA personnel is shown on Attachment 2~ Resumes of key person- nel are presented in Appendix A. g. Release and Waiver of Liens. Consultant agrees that upon the completion of the services rendered hereunder the Project or premises shall be free and clear of any mechanic 1 s and other liens of Consultant and any and all of its successors, assigns, materialmen, laborers, vendors, and/or subcontractors who may furnish any labo1·, material, services, fixtures, apparatus, machinery, improvements, repairs, or alterations in connec- tion with, or to, the Project or premises, in connection with the services rendered hereunder. Consultant shall deliver a waiver of liens, in an accept- able form, to the Engineer at that time of completion of the services .. - 6 - ! ' ! ( \' r J ! '' I I· I II [I ~1: l ;I fl II IJ I I II ~ ~ ij, !( , .... , l[ ' H•rdlng Lawson Assocf•t•• h. Assignment. Consultant shall not assign this Agreement in whole or in part or any monies due hereunder without written approval of the Engineer. i. Royalties~ Patents, and Licenseso Consultant shall pay all royalties and license fees in connections with its services under this Agreement. It shall defend all suits or claims for infringement of any patents, letters patent, copyrights, or trademarks, and shall save the Authority and/or the Engineer harmless from loss on account thereof except that Consultant shll not be responsible for any such loss when a particular process or product of a particular manufacturer or manufacturers is specificed by the Engineer, unless Consultant has been notified prior to the signing of the Agreement that the particular process or product is patented or is Believed to be patented. j. Changes. The Engineer reserves tbe right by written change order or amendment to make changes in requjrements, amount of work, or schedule. If these changes require a price or schedule adjustment, Consultant and the Engineer shall negotiate and include such changes in this Agreement by am~~dment. k. Reports and Records. Consultant shall provide reports in the format, at the "times, and submitted in the manner as negotiated with the Engineer. Reports shall be of the type and technical scope designated under Scope of Services in Appendix I. Consul- tant shall maintain on file and have available to the Engi- neer its engineering calculatiuns and/or technical documen- tation in legible form for a period of three years fol- lowing termination of this Services Agreement. Drawings, specifications~ reports, and any other documents prepared by Consultant in connection with any or all of the services furnished hereunder shall be the property of the Engineer. 1. Choice of Law. This Services Agreement shall be governed by and con- structed in accordance with the laws of the State of Alaska. ... 7 - l i l l lq I I . i f. I ' ----_j· ·--·-·.--··:-"" ............. ~·. y • :.· ' . ' . . . . . I I I I I I ~ I i Ji - i II I i ~ ~' Harding Lawson Associates m. Relationship. By entering into this Services Agreement, the relationship between the Engineer and Consultant is that of buyer and seller and neither has entered into any joint venture or partnership with the other. n. Waiver. The waiver by one party of any br·each of this Services Agreement or the failure of one party to enforce at any time, or for any period of time, any cf the provisions hereof, shall be limited to the particuiar instance, shall not operate or be deemed to waive any future breaches of this Services Agreement, and shall not be construed to be a waiver of any provision, except for the particular instance. o. Entire Agreement. This Services Agreement represents and incorporates th~ entire understanding of the parties hereto, and each party acknowledges that there ·are no warranties, representations, covenants, or understandings of any kind, matter or description whatsoever, written by either party to the other except as expressly set forth and hereinabove wt"itten. The Engineer and Con sui tant hereby agree that any purchase orders, invoices, confirmations, acknowledgments or other similar documents executed or delivered with respect to the subject matter hereof shall be null, void, and without effect. This Services Agreement shall not be subject to change or modification unless by the execution of another instrument in writing subscribed to by a duly authorized officer of each of the parties hereto and entitled "Amendment to Services Agreement ... p. Severability. If any provisions of the Services Agreement ~hall be held to contravene or be invalid under the laws of any particu- lar state~ country, or jurisdiction where used, !':uch con- tr&vent ~an sha 11 not i nva.l i do.\te the entire Services Agree- m~~t, but it shall be const~ued as if not containing the particular provision or provisions he~d to be invalid in the parti cu'f ar state, country, or juri sdi c;ti on and rights or obligations of the partips hereto shall be construed and enforced acccH·dingly. - 8 - jl '· . . . ' \; . _j··. . ' I I I I I I I I I !I I I I I ll ll l q. Notices. Any notice required to be given by either party hereto shall be reduced to writing and, unless receipt of such notice is expressly required by the terms hereof, shall be deemed effectively served when deposited in the mails in a sealed envelope with sufficient first class postage affixed, and addressed to the party to whom such notice is directed at such party.'s place of business, which in the case of the Engineer shall be: Harza Ebasco, J.V. 1227 West Ninth Anchorage, Alaska 99501 Attention: Mr. and in the case of the Consultant shall be: Harding Lawson Associates 624 West International Airport Road Anchorage, Alaska 99502 Attention: Mr. Jay M. England or such other address as neither party shall hereafter furnish to the other party by written notice as herein provided. VI EXECUTION .. IN WITNESS WHEREOF, Harza Ebasco, J.V. and Harding Lawson Associates have caused this Services Agreement to be executed this day of , 1982. HARZA EBASCO, J. V. BY ITS ------~r,~·t~l-e ________ _ .... 9 - HARDING LAWSON ASSOCIATES BY ITS --------~T~i~t~1-e------------- APPROVED: ALASKA POWER AUTHORITY BY ITS --------~T~i~t~1-e------------- .. -·~--·~-------·-..... :_J- .,_,._~·-'"'¥'''<"'-·~ -...... ~ ........ --~ ~---' ~~_,r----_., .. ~f.-.. ,,..,. ... - ~;.\ If." "'~ 1 (-:. r ' r, - 0 • I 11 !I I II [J fl ll ll li !i ll !I ~. ll [f 11 ...... APPENDIX I SCOPE OF SERVICES Harding Lawson Associates . The services to be performed under this agreement are a portion of the services described in of the contract between Alaska Power ----- Authority (Authority) and Harza Ebasco J.V. The portion of the work to be performed by Harding Lawson Associates (HLA), will be accomplished within the following tasks: * Task A -Site Testing Services · * Task B -Anchorage Labot~atory Testing * Task C -Geophysical Surveys * Task D -Geologi·st/Engineer/Geophysicist Services * Task E ~Auger Drilling The Schedule of Activities and estimated costs for the above tasks are shown on Plates 1 and 2. These costs were developed as discussed in the description of the tasks using HLA's 1983 Schedule of Charges for Labor, Geophysical Equipment, Equipment and Expenses and Unit Unit Prices for the Anchorage Laboratory as shown on Attachments 3 through 6. All laboratory test methods will be standard ASTM methods where appropri- ate or methods recognized as state-of-the-art by HLA and government agencies # in Alaska. HLJPs Anchorage office will provide quality control assurance of all l'aboratory test procedures. All laboratory and field equipment furnished ' by HLA will be calibrated on a regular basis in accordance with accepted i.ndustry standards. The procedure used to ca 1 i brate 1 aborator·y equipment is presented 1n Appendix C along with the appropriate forms • T -1 ... ··--. ------··-.. --... f I f I '· I L i 1 l f ! I l ., '· C· ']·,i· il ll I I I r1 ll II 1. ·-· Jl • II ll tl Ll it ~ l TASK A -SITE TESTING SERVICES Harding Lawson Associates (HLA) will establish and operate a field soil classification laboratory at the Watana Dam camp to support the winter 1983 field drilling program. The primary purpose of the field laboratory is to per·fo1rm routine c1a.ssification tests on soil samples from the Becker drilling program scheduled to operate January through t~arch, 1983. The field laboratory will be equipped to perform most primary soil tests, including moisture content, dry density, particle size analysis, Atterberg limits determination, specific gravity, o~ganic content ~nd compaGtion turves. The laboratory will require at least 700 square feet of space at the camp and wi11 be located inside an existing heated warehouse. A sketch of the proposed laboratory floor p·~an is shown on Plate 3. Harza Eba~co wi11 be responsible for construction of the laboratory. HLA will provide consultation during laboratory setup and startup. A list of laboratory equipment along with cost is presented in Table 1. The field laboratory will be sta.ffed by six HLA technicians full time for a period of four months, January through,April, 1983 .. The laboratory will operate on a 24-hour basis, seven days per week, utilizing two 12-hour shifts comprised of two techinicians and one senior technician (foreman) per shift. The rotation schedule for the technicians is shown on Plate 1. Harza Ebasco will provide round-trip transportation from Anchorage to the camp site and room and board while at the camp. Operation and quality control checks of the field laboratory operation will be performed by our Anchorage supervisor who w1ll travel to the field lab every three to four weeks throughout the program. I-2 il Tl l.L Jl ll II II !I IJ . " [I ll li ll . ll it rt. ll 11. -:r-o ll ~ .... Harding Lawson Aal!oclates Harza Ebasco personnel will schedule all laboratory testing. The esti- mated fiscal year 1983 field laboratory testing program is shown on Table 2. The technicians will perform individual tests as scheduled by Harza Ebasco. The senior technician will supervise the other technicians on his shift, be responsible for the day-to-day management of the lab, travel to the Becker drill rig during shift changes to pick up samples, and report all laboratory test results to Harza Ebasco field personnel. Har~~ Ebasco will provide office space at the camp for the shift foreman. All laboratory tests performed at the field lab will be reduced and reported at the field 1ab using the forms shown in Appendi~ B~ HLA will pro- vide progress reports of field lab work to Harza Ebasco by weekly memoran- dums... These memorcmdums will include all HLA field laboratory labor costs, summary of tests scheduled and completed for the week, and individual test results ... I-3 I r i I I t ' I l I I I ) ' .. ,.J '' ,,~~t.~ .-·· ·. :;c)) • \• ~ II I J [I £1 fl r1 r .. Ll [I II II 1} [) ll fl IJ Il ~ Il Harding Lawson Associates TASK B -ANCHORAGE LABORATORY TESTING HLA will perform soil testing .at their Anchorage laboratory during the winter 1983 field program. HLA's Anchorage laboratory will be equipped to perfonn most primary soil tests including moisture content, dry density, pa.r- ticle size analysis, Atterberg limits determinations, specific gravity, organic content, compaction curves and relative density selected samples as specified by Harza F.basco. The Anchorage laboratory will receive both frozen and unfrozen samples and store them as approp~iate to prevent thermal degrada- tion. In addition to classification te$ts, the Anchor·age 1 aboratory wi 11 be responsible for penneability tests {falling head or constant head), unfrozen secondary testing su~h as triaxial and direct shear tests and conventional consolidation tests, and frozen testing such as thaw consolidation and thermal conductivity tests. While the type and number of ~ests to be performed in the Anchorage laboratory has not been defined at this t·ime, an estimate ofthe number af soil samples to be tested in HLA's Anchorage laboratory is shown on Table 2. All testing performed in HLA's Anchorage laboratory will be billed on a unit price basis per test. A listing of tests along with unit price per test are shown on th~ atta~hed 1983 Schedule of Charges for laboratory testing, Attachment 6. The cost figure sho\"m on the Schedule of Activities, Plate 1, is an esti- mate for a moderate testing program consisting of classification tests as well as permeability tests and triaxial and consolidation testso It does not include specialized testing which will be performed in HLA's headquarter I-4 ! I '• l .. , ' I I J I I r1 Jl fJ [I II II fl r··· l ' II Jl f) l :t ll tiardlng Lawson Aasoclates laboratory facilities in Marin County, California. These specialized capa·- bilities include dynamic testing such as resonant cdlumn and cyclic triaxial, and high ~~essure/large scale testing in triaxial equipment which accommodates 12-inch-diameter specimens under ~onfining pressures up to 1200 pounds per ~ square inch. I-5 l-~. k • I , I;· . ' J I I I I fl II I I l~ •I ll II ll !I li ll 11 Hardlr:g Lawson Aa&oc:fat•s TASK C -GEOPHYSICAL SURVEYS Seismic refraction, ground penetrating radar, and downhole geophysical surveys are planned for winter 1983 program at the Watana Dam Site. The detailed scope of work and the size and number of crews is undetermined at this time. It is likely that crews will consist of geophysicists from both Harza Ebasco and HLA. Seismic refraction surveys will be conducted to measure the overburden thicknes~ and evaluate the competency of bedrock within the river channel and along embankments. Both land and marine refraction methods will be used. Along the embankments~ field procedures will consist of laying out linear spreads of 12 geophones over distances of up to 600 feet.. Mark Products 4 hertz aeophones will be at 10-to 50-foot intervals at each spread. Seismic ?-waves will be generated with one-third to one-half pound dynamite charges. Shot points will be located at both ends of individual spreads to obtain fully reversed subsurface profiles. All seismic data will be recorded using a Nimbus 12-channel seismograph (ES-12 F). Spreads will be located in the field using survey markers. Confirmation of the spread of 1ocations are to be obtained the by Harza Ebasco representative. Within the river channel, marine refraction methods will be used. The marine method differs 'from land tech- niques in that a 40-cubic-inch mudgun is used for the energy source and P-44 hydrophones replaced the geophones. The airgun and hydrophones will be suspended through ho 1 es dri 11 ed in the r·i ver i Cf! canopyo The hydrophones wi 11 I-6 . il ',> ,. I II I I 11 II II I fl '·I·· l ; ~ li ll li !I 1 li Hardlr.g Lawson Associates be placed at 25-to 50-foot intervals over a distance of between 400 to 500 feet. The airgun will be detonated several times at each end of the spread in order to obtain fully reversed dataQ These data wi11 also be recorded on a Nimbus 12-channel seismograph. Refraction surveys within the river channel will require c.ll-terrain vehicles similar to a Tucker Sno-Cat or equivalent. Survey vehicles are to be supplied by Harza Ebasco. Table 3 outlines the proposed locations of the refraction surveys to be performed at the dam site. Ground Penetrating Radar (GPR) survey$ will be conducted within the river channel to determine under-ice configurations in the channel and to map shal- low subsurf.ace stratigraphy. The GPR system is an electrical analogue to the acoustic seismic reflection method. A short pulse of electromagnetic energy is radiated through the ice and the time required for echos or reflections from the river bottom and subsurface units to arrive at the antenna one recorded. Times are converted to depth when the velocity of propagation of the radar signal is known. The reflections of interest for this project include water-sediment intE~rface, and subsurface soil boundaries. The radar unit to be used is 1 imited to water· depths of 25 feet or less. Survey proce- dures require a Tucker Sno-Cat or equivalent vehicle to house transmitting and . recording units and to tow 80 megahertz transceiver along ~he ice surface at a speed of between 0.5 to 1 mile per hour. Downho 1 e compress i ana ·r and shear wave surveys wi 11 be conducted to define engineering properties such as elastic moduli and P-wave velocities of the overburden and bedrock. This information is used in the dynamic analysis of I-7 -.. ·. l I. L r I ! l I . i \. i ~ ' ., --..-~-··2J·-.. . ·. , ... "~ .. ' -~· il .. 'o rl f·· ~· t il • fl rJI Ul II II II ll ll II [I [I ti :a II Harding Lawson Associates the dam and foundation, tunnel alignment and reservoir slopes. A downhole shear wave hammer will be used to generate S-waves which will be recorded on a Nimbus 1210-S. Suitable instrumentation, i.e. downhole geophones, for cross- hole surveys will also be available during the survey • The cost estimate shown on Plate 1 is based on Hardina Lawson Associates . ~ providing an experienced geophysical team consisting of three members lead by a registered geologist/ geophysicist (5 to 10 years of experience) and all geophysical equipment necessary to perform the above described programs. The progr-am wi 11 run fr·om January through Apri 1, 1983 with crews rotating as shown on Plate 1. All labor and equipment will be billed in accord~nce with the 1983 Schedule of Charges, Attachments 3 and 4. In estimating the equipment co.st shown on Plate 1, we have assumed the . ' following operational/sta,ndby relationships: Item Seismic Refraction Survey Ground Penetrating Radar Downhole Compessional and Shear Wave Surveys Operational 60% 30% 10% Standby 40% 80% 90% We have assumed Harza Ebasco will provide the geophysical survey vehicles, round-trip transportation from Anchorage to the camp site and room and board while at the camp and all navigation and positioning. All field and office activities perfonned by HLA personnel will be documented by letter during the work on a schedule determined by Harza Ebasco. I-8 -----·--~-·-. {' I . i l ' l l •' I I •") I I . ~ 41 ll II {JJ ill [fj fl ~ !i li II ~ r·· \-I [j :a ~ 41 ~~R ~ HMrdlng Lawson Asso1:lataa TASK 0 ~ GEOLOGIST/GEOTECHNICAL ENGINEER/GEOPHYSICIST SERVICES HLA will provide geologist/geotechnical/engineer/geophysicist services to Harza Ebasco as needed to assist Harza Ebasco in fieid and office operations during the winter 1983 program. The cost estimate shown on the Schedule of Activities Plate 1, is based on HLA providing two geologists to support the . Becker Winter 1983 drilling program for the period January through March, 1983. The rotation schedule of the geologists is shown on Plate 1. In our cost estimate, we have assumed Harza Ebasco will provide round-trip trans- portation from Anchorage to the camp site and room and board while at the camp. Additional geologists, geotechnical engineers and geophysicists support can be provided by HLA as requested by Harza Ebasco.. All iabor will be billed in accordance with the 1983 Schedule of Charges for Labor, Attachment 3. A .... list of HLA personnel available for this project is presented on Attach- ment 1~ A11 field and office activities performed by HLA ~ersonnel will be documented by letter during the work on a schedule as negotiated to meet the Harza Ebasco schedule with the Alaska Power Authority. II I I il II fl ffl [I ijj Ia II li II [j !I r: ·. 1 :j ra ~ TASK 0 -GEOLOGIST/GEOTECHNICAL ENGINEER/GEOPHYSICIST SERVICES HLA will provide geologist/geotechnical/engineer/geophysicist services to Harza Ebasco as needed to assist Harza Ebasco in field and office operations during the winter 1983 program. The cost estirnate shown on the Schedule of Activities Plat;:~ 1, is based on HLA providing two geologists to support the . Becker Winter 1383 drilling program for the period January through March~ 1983. The rotation schedule of the geologists is shown on Plate 1. In our cost estimate~ we have assumed Harza Ebasco will provide round-trip trans- pcrtation from Anchorage to the camp site and room and board while at the camp. Additional geologists, geotechnical engineers and geophysicists support can be provided by HLA as requested by Harza Ebasco. All labor will bf! t:.i1led in accordance with the 1983 Schedule of Charges for Labor, Attachm~nt 3. A list of HLA personnel available for this project is presented on Attach- ment 1. A11 field and office activities per;formed by HLA personnel will be documented by letter during the work on a schedule as negotiated to meet the Harza Ebasco schedule with the Alaska Power Author·ity. I-9 ' ; I I ~.-~ ll II I I I D I 11 I I I I ll Harding Lawson Associates TASK E -ROTARY WASH/AUGER DRILLING PROGRAM Soils exploration to be conaucted during the surrmer of 1983 will include soil borings drilled in the Fog Lakes and Watana Relict Channel and in Borrow Sites. Approximately 15,500 feet of drilling is anticipated as shown on . Table 4. Test borings will range in depth from 50 to over 150 feet. The bulk of the drilling will be performed in the Relict Channel areas. Monthly costs for the FY 1 83-1 84 rotary wash/auger program are summarized on Plate 2. Equipment and Personnel ~" - One Mobile B-61 and one C~1E 55 hydraulic rotary drill rig both modified for transportation by Bell 205 class helicopters will be used for rotary wash/auger drilling. Drilling tools will include 8-inch O.D~ hollow-flight ' and 6-inch 0.0. solid-flight augers, 2-5/8 inch 0.0. mobloc flush jointed ' drill rod, drag and tricone bits and 4.0-inch I.D. (HW) casing necessary for rotary wash drilling. Water for rotary wash drilling will be pumped whenever possible from surface water sources in the v)cinity of the drill rig. A skid- mounted 500-gallon helicopter transportable wate~ tank will be provided for use in areas where drill water is not readily available. All drilling fluid will be collected in a sump and recirculated to the dri~ling operation. In frozen soils where depths are not excessive, borings wi11 be advanced using hollow-stem flight augers to reduce thermal disturban~e. · The B-61 is capable of drilling to depths of 100 feet using eight-inch 0.0. hollow-flight auger and to depths in excess of 400 feet using rotary wash techniques.. CME 55 is capable of drilling to depths of 70 feet and 250 feet using hollow-flight auger and rotary wash techniques respectively. The CME 55 I-10 ' •' ,-. ·~ . ''· I I I I I· I fl II ~ 8 --li ~ ~ , ~ ~ ~ !jJ' Harding Lawson Associate• will be used primarily to drill the 50-foot borings in Borrow Sites E and I which will be advanced using hollow-stem flight augers and to drill the 100- foot borings anticipated in Borrow Site 0 which will be advanced using rotary wash techniques. The Mobile B-61 will be used to drill the deeper borings in the Relict Channel areaso Although CME 55 does not have the depth capability of the Mobile B-61 it can be moved in three picks with the Bell 205 helicopter versus five picks for the Mobile B-61. Therefore, the savings in helicopter flight time over the course of the summer drilling season would be considerable. Both drill rigs will be operated by a crew consisting of a driller and drill helper. The drill rigs will be operated on a single shift 12-hour per day basis in order to complete the proposed drilling program in 100 days. Drill crews will work on a two-weeks on, one week off schedule. In addition to the drill crews, HLA will provide a drilling superintendent/mechanic who will ;e responsible for supervision of the crews, maintenance of the drilling equipment and rebuilding drill bits and augers. Sampling The drill rigs will be equipped with a full range of soil sampling equip- ment. Soils will be sampled using .thin-walled samplers and standard penetra- tion 1.4-inch I.D. split-spoon samplers and 2.5-inch I.Da split-spoon samplers driven with 140-pound safety drop hammers .. Sampling will generally be per- formed on five-foot intervals and at changes in strata. Samples will be transported from the drill rig to the field lab each day. Those samples selected for secondary testing will be shipped to the laboratory in Anchorage. I-ll ' .. q . ' r ~\ f .' I' :.~: ' 'i I '\: !. '" I I li -lr:t ll ll Ill [I La ~ li· ~ r. ~ ~ ll Ll fj ,..,. --I ,"'': ~~ T~',.,. . ·.· i Mobilization/Demobilization The drilling equipment will be mobilized by truck to the staging area at Talkeetna. Helicopter transport for the drill rigs from Talkeetna to the job site will be provided by Harza Ebasco. We estimate that mobilization/ z...~:'ltJZJ demobilization of the drill rigs exclusive of air support will be $~2,~ee. Approximately 15 round-trips by a Bell 205 class helicopter will be required to transport both drill rigs and the drilling tools from Talkeetna to the job site. An additional 15 round-trip flights would be required to return the equipment to Talkeetna from the job site at the end of the field season. The mobilization/demobilization and h~lieopter transport costs would be accrued again during the FY '84-'85 field season. In an effort to reduce total pro- ject costs~ we are prepared to leave the rigs at the job site at the comple- .... tion of the FY 1 83-'84 field program. A standby charge of $1~900 per month. per rig would ba accrued while the rigs were not being used. I-12 • u'"""~","'-:!J'___,.__'-'V'""'~ ,.._--~'"-;?:_:,........---""<.,~._..., ' .,...~. ·--'"•' ~... '"'~ .. ~~_.,~.'-'~ .,....~....__ -:~-~·-::, <'" • ,,,..,,_..... (~· '; II [j [i_ J:'\1 .il, IJ; ll [I~ rt L.l n[·.·. I . .. . ·' II II !I II 1. COMPENSATION. APPENDIX IY COMPENSATION AND PAYMENT Harding Lawson Associates The Engineer sha 11 p,ay Consu 1 tant for services performed for this project to cover the following items as hereinafter defined: 1.1 PAYROLL COSTS. Shall comprise the salaries paid to personnel for time worked directly on the project plus all statutory payroll taxes and in~u~ ance as well as vacation, holiday, sick leave, and retirement bene- fits. 1983 payroll costs are 0.30 percent of actual direct salaries for all permanent personnel. Salaries shall be subject to adjustment in accordance with normal sa 1 ary review practice. On the first of each ca 1 en dar year a'll salaries are adjusted for merit and cost-of-living. In years of particularly high inflation, mid-year cost-of-living increases are sometim~s authorized. 1.2 OVERHEAD COSTS. Overhead costs for 1983.are 155 percent of payroll costs. Overhead costs cover those items of doing business which must be paid out of pr~ject revenue, but cannot be directly assigned to the project, such as office space and equipment, insurance and taxes other than income taxes and those taxes associated with salary costs, executive and administrative expenses, plus other necessary costs for con- ducting business. For temporat·y subprofessi on a 1 1 aboratory a11d field personnel overhead costs for 1983 are 0.90 percent of payroll costs. 1.3 DIRECT NON-SALARY COST. Payment for d·irect costs shall be made to Consultant for those costs which are directly attributable to the work, including: a. The cost of all materials and supplies used in the performance of the project. b. Costs for reproduction of plans, specifications, reports and other data, and for computer services. c. Long distance communication costs. II-1 l r I ! I l }·' ~ nr· i ~ { "'1 ·~ . ~ r ..__ ·,i !- Iii' ., ··t r"" - 1"" j .. II II II II II II • Harding Lawson Associates d. All costs associated with Engineer personne!, outside consul- tants, subcontracts, and other outside services and facilities. e. Costs incurred for travel and subsistence of personnel engaged in the performance of the project. f. Rental of special equipment and special field office. g. Any other costs not described above which are proper charges to the project and approved by th~ Engineer's repre~entative. 1.4 Laboratory testing in HLA's Anchorage laboratory will be done at unit prices per test in accordance with HLA 1983 Schedule of Labora- tory Unit Prices, Attachment 6. 1 .. 5 FEE "cOSTS. The fee paid to cover interest on invested capital, readiness to serve, and profit shall be 15 percent of the payroll costs plus overhead costs plus 15 percent of the direct non-salary costs. 2. ESTIMATED COSTS. The costs estimated for performing the services subject of this Agreement are shown on Plates 1 and 2. 3. SUBMISSION OF INVOICES AND PAYMENTS. 3.1 Consultant shall submit ~nthlY invoices to the Engineer within 30 working days of each month-end and in accordance with Appendix II, §§1.1, 2, 3, and 3.2. The monthly billing shall be based on costs incurred and fee earned for services performed and will be fully supported with appropriate documentation. 3.2 PAYMENT OF INVOICES. The Engineer shall pay Consultant invoices within 10 calendar days of receipt by the Engineer of payment of the corresponding invoices by the Authority, or within 60 calendar days of invoice date, which- evei occurs first. Should any invoiced item require substantiation or adjustment, the Engineer shall pay the invoice and shall provide Consultant a clear statement regarding the error or the deficiency to be. corrected, and the Consultant shall provide the supporting documentation or effect·the necessary corrective action within the next 30 days for the deficiencies and/or items in question. If supporting documentation is not received within 30 days, the Engineer will reduce the next invoice accordingly. Invoices not paid within 40 days of invoice date will be subjected to a finance charge of 1-1/2 percent per month! 11-2 ------.... -... "" .,., .... -, . ._....... .... ~""""'""-~ .... """ <·····-~· .............. ~-,. ... ~ 0' ·~~: ..... ':.:";.• rc . 0 rl .. ll ii 111 r, !I Li lj II 3.3 ~IMITATION OF FUNDS • At no time will the Engineer or the Authority be liable for payment for perfonnance of work under this Agreement in excess of the amounts allocated to this Agreement. Consultant will not incur any expenses exceeding the allotted amount unless and ~ntil the Engineer has notified the Consultant in writing that sue~ allotted amount has been increased and has approved an increased amount allotted to this Agreement. · · In the event that Consultant expects the allotted amount will be exceeded by the costs and fees that are incurred in accomplishing the work that is a part of this Agreement, Consultant will notify the Engineer in writing as soon as such exceedance is identified. JME/OEB/sr/1930A II-3 , . I -...... ..,., ·"'""'~'"0''·"'iiiA'f~,, ,';0:)11",. ,, .. '• ··; .. J<: '"·· ,, ···: .. . ~ ACTIVITY NOV DECEMBER 82 JANUARY 83 FEBRUARYB3 MARCH 83 APRIL 83 MAY83 JUNE 83 ~2 28 6 12 19 26 2 9 18 23 3 13 20 2 13 ::o 27 10 17 2-4 1 16 22 29 12 19 26 $16 640 19 792 !9 l92 $9 1797 19 1792 ,$9 792 !7 1168 PLANNING & PROJECT MGMT ' ORDER 8. PURCHASE $64 762 EQUIPMENT EQUIPMENT SHIPMENT SET UP FIELD LAB ~3~ koQ.l-I I .$95 592 ,$84 395 l$93. h5o $90 232 I SITE TESTING SERVICES r ~-1_1 ~J __ I _ _I_J I I I I I I I SUPERVISOR-ANCHORAGE --·r--r-r ~~---,-~--I l ~ : FIELD TECH 1* I I -FIELD TECH 2 DAY -, FIEL'] TECH 3. t:J I I FIEL) TECH 4 I I FIELo TECH 5 NIGHT I l I I I FU::LD TECH 6' I I I I I FIELD TECH 7*.' ~1-'~1-1 I--If I FIELD TECH 8 DAY 1--l~i .al-i I FIELD TECH 9 IBI~~~R4~ ..p I · ANCHORf.GE TESTING GEOPHYSICAL SURVEYS -· < I I I FIELD GEOPH. 1 I ' FIELD GEOPH. 2 ~3'3 J FIELD GEOPH. 3 120 I I ltJO 240 GttlLOGIST /ENGINEER • ' .. -SVPPORT FIELD GEOLOGIST 1 I FIELD GEOLOGIST 2 AUGER DRILLING(seel')late 2. MONTHLY COSTS $84,602 $206,806 $186,273 Nntes: 1. * denotes shi ft supervisors. 2. Field Technicians will work 12 hours/day, 7 days/week and a three weeks on, one 1o~eek off schedule. Field Geophys1cists will t'IOirk 12 hours/day, 7 days/week and two weeks on, one week off schedule with 111\RZA-EBASCO field geophysicists. Field r,aologis ts will work 12 hours/day. 7 days/week ilfld two weeks on, one week off S\.;Jedule with UARZA-EBASCO field geologist. Auger drilling start-up date is dependent upon winter breakup. ~ ~~m lt65JJ02 I I I I I I 1~':14 1fl0 I $12 960 I I I-- $204,532 $178,286 ~ Harding L•waon Aaaod•lea ~ (ngonf'prs Grologrsts ~ & G~orhys•c•sts l I 1--.. 1-- $15 poo ? .. SeE Pla ft.e ror Cost $24,792 $7,168 Schedule of Actlvltles-FY83 Novemt !r 1982 through June 1983 Susitna Hydroelectric Project : (!'tA'I\IN Jtti!NIIUfll" ·~ ..... ., .... o4'f •••• ~ •• t· .. ~ ..., CfiC2 :!:3 ~ ~ ~ ~ ~ ~ ~;;i;j P\482-271 .08 ~ ~~ '~~ ~ 12/1/82 ;-:;~~ ... <<:.":!1111 __ jf,/Jj___ . :i-_. v. - •' TOl,\L COSTS $ n ,768 64,762 3,(00 363. 3;)9 15,0\lO 262 ,481J 110,880 $892,459 (;;··=~ ~~ . -,.a.~f i I ! ~ .~. ,.,r 1 ~~ f ! I 0 -.;:;::" ' ''o ~~ ! ' !-' ·;;: l .I ~.~..,_;;;.· !. :j~:; l.· .. }.~' ,, I,-~---.~ t -·_ uf?~ i,,r;&§~ ~~ ( t ~ • ... ,. ". -~~~. ... ,-;-"·~~~..r"'•"'-"""-""''1':·-i.,"·"-'''·''~ . .· .. . . ·-o·.· ,, ,-~·~_-,.rlP ' . -•~ :.. .... 1 -~~ ~' _;,~ ~ i,·,~~·~~!::"::~~·:.\.~ft't~..,:·,. .. ~':.~~,,.,~--·'<..·~ .,.. ';.o't~· . .-Q (/ <J-·~·-r. __ ...,__.__ ____ .I, ___ ., ____ ...,_,.._..,_"' __________ ,...,._,.,.... ______ ~,...,.-....... :;,.. ___ ~,.._._~., ~,-__._ .....,~,--.:;,_~..,...~-~ ~-J "'.•2._,_.-. .__..""(-,....~~ • .......,-.-...~.--.. -~-'-""'~·-·---'~ ~ . I • ACTIVITY ~~ ~AY-FY;~-----~;I~IE-FY8~ ~UlY~FY84 J AUGUST-FY84 SEPTEMIBER-FY84 TOTAL 1 COSTS l I (1-r-· I I I ~, ,-_ -r-1--I ·r---r· . I . l ·'I 1~15 22 29 1,2 19 26 .~Jt~ 1r 2<4 3t f 14 2'1 28 4 y 1<J 25 _I AUl -t DRILLING PLANNING & P.ROJECT MGMT MOBILIZATION 1 0 1 S9)36o ,. l~tto 1 1 ~l-6~R64 ' · · ISI~.la64 ~, · 1 .· 1 $-4la_521· 0 1~ t 63.76o DRILLING (100 DAY PROGRAM) B-61 DRILLER HELPER CME 55 DRILLER HElPER AlT. DRILLER ALT. HELPER SUPERINTENDENT /MECH ·;- SUPERINTENDENT /MECH 2 DEMOBILIZAT!ON MONTHLY COSTS Notes: J$13 ,[752 I I I' 'I· . ' I I ; ,.. I I ' I I I 11'/' •I I . . I $h42,620 $ 47,.37'1 S147,374 $38,032 ... LH ~ I I I I { I ~ I I J-c-1-- ~ ~ ~ $7k192:!- (_'· $23,112 $158;940 $164;238 $16'1 ;238 '$50;H6 ·I· . !· . • ... 1. Drill rigs will operate on a single 12-hour shift per day basis. Fuel and helicopter support to be provided by HARZJ\-EBASCO. 2. Drillers and helpet·s will work 12 hours ;Jer day, 7 days per week and two weeks on, one weekoff schedule. 3. Crews will be quart1~red at the Watana Dam Camp Site. 4. In lieu of d·emobilization, rigs can be left at the camp site for future work. Standby rate for the rigs will be $1900/monlth pe1r dri 11 rig. 5. l>lonthly costs includE! laQJor and equipment charges for drilling superintendent/mechanic. 13,752 '175.400 7;192 $56V,70'1 ~ Hardin• lawson Jhaoclalea ~ En!Joueers Gr!ologosts Summer Auger Drilling FY83-FY84 .. .lll!liJ .. ..., -= ~ :z:J :!!!::! ~ ~ ~ ~· ~ & Gr.ophysottsts ~ fJhAAot. ~ ~~ .. .,_. '--- .1 •n•.n•t.fftf" ~ ~ i~_-_--·· ·:~ .:; .. .,., .. .. ~ ~ slwii...,._ ~ ... , ~:, ·~'....;.d t~ .. ,,.. .. ,,. ". ~--.. ·;;_de . 6iau: 1'\Ait 2 ~~If .;:-:;_ . ..& ~ .*-1 ' ., ',) -~~~· c. }· ~~< '~:.~~ 7 I II D B ll ['···.· " '' t ' ' I '. ~· .(l!. ~i O! i I I I I . ·t •i • : ; J • I !, -----····'1: i :~ ,\ ! ;~ J I~ •h I~ ~~ 1\:f ~~ 11~---_r (z. ,o jrrt .. ; .·., ... .. .. ·· .... ' ..... --.'' '' '' ~ ~, ··___j·· ! I 8 IJ u u 8 .a ,~1 ' ·.It '~· . [ ; ' ' f'"' .( H:udlng Lawson Assocfatos ATTACH~~ENT I hvAILABLE STAFF -HARDING LAWSON ASSOCIATES TITLE Geologist Peter Ondra Albert Friedman Charles Masson Richard Prescott Gary Russey Bruce Murphy Senior G~ologist Steven Johnson Robert Perry Engineer Mark Musial Scott Crowther Dennis Roe Stuart Dykins Kent Hansen George Armstrong Mohammad Joolazadeh Sam Rambaoa Geophysicist r William Henrich Edward Ti cken Craig Rodeick Thomas Casebier Senior Geotechnical Engineer Donald Bruggers Bernard Nidowicz John Chambers Randolph Ross Marv·i n Davis George Hm-Je Edgar Johnson James Bowers Associate Geotechnical Engineer Thomas Stimac Hugo Hanson Donald Quigley Lyle Lewis Principal Geotechnical Engineer Jay England Keith Bergman Al Buchignani Henry Taylor Richard Christensen Duane Miller Senior Geophysicist Kenneth Blom Principal Geophysicist Jerome Nelson fl . ' '7."'_' CJ ., -~ :c, "':-· ~;;--· - 0 u ~ r ·< '·' ~. 'IF"'' ,,c,.i ~~ f!ll'""';'-/; ~-, ~?,.~/1 ' .. $ p:~ -~ ~~ ~ . E!; L~-; ~ £,.~ Jay M. England. P.E. Project Director J ., ~ .r;c ~ ~ ..... :a Ell! !!II Harding Lawson Assoclatee Duane L. Miller, P.E. I-I Donald E. Bruggers, P.E.I-! Dr. R.W. Christensen, P.E. Cold Regions Consu1tantl Project Manager I Cold Regions Consultant Field/Laboratory Testing Anchorage Laboratory Testing l John R. Chambers Super·visor l Bernard Nidowicz J. David Hobbs Frozen Testing Lab Manager I Consultant Technicians Harding Lawson Associates Organization Chart Wa tana Dam Attachment 1 I I I Geo phys i ca 1 Surveys . Lawrence J. Toi mil Field Manager Craig A. Rodei ck Edward J. Tieken Willi am Henrich Auger Dri 11 in g Steven A. Johnson Field Manager Dale N. Spanogle ... .. -· ·-··~-··--.~·-·· _.,--~-~::·--......,-~ • ........._,__....,~--.._.__.-,, ........ ,. .... ~~~~--·~-~-~:---'"-----'"-'"--··-r"'""'•t;""--. --~--:;~ ......... ~'""""-----............,--.._~w--~.-. -:------~-.--·.---,...._~·~....._.........,. "· ~, · ,-'> • · '. a -~j •. • .. · :( '·C',.·';:~~~~,~~::.~~~~;'r~~U,\tif~~-~~_.S~tdfitP.meti"f'P')"Jt"Jt""biDD:: · .. · ~~·~·· '. · ··:· · -~ ! I I I i •I i '{ I .~ .~ ., ~ .~ 1 n ;j ·~ ~ M H 1'1 J ~· ~ ~ I ~ !l lJ l:i t1 r;, " ~ f '4! ~ \''; ' ~ . . rr, h l ( tf" .L <t PROFESSIONAL SERVICES ATTACHMENT 3 1983 SCHEDULE OF CHARGES HLA -Anchorage, Alaska (Page 1 of 1) L A B 0 R Principal Engineers, Geologists & Geophysicists Associate Engineers, Geologists & Geophysicists Senior Engineers, Geologists & Geophysicists Engineers, Geologists & Geophysicists TECHNICAl SERVIC~S Superintendent, Foreman, Mechanic Drill Rig Operator II Drill Rig Helper II Drill Rig Helper I Senior Engineering Technician, Field & Labor·atory Engineering Technician, Field & Laboratory Technical Typist with Word Processor Draftsperson Typist/Clerk/Expediter IN-HOUSE EQUIPMENT HP 3000 Computer Printing TERMS: 0 T H E R Hourly Wages $ 31 : 00 - 3 7. 00 26.00-31.00 19.00-26.00 14. 00 - 1 9. 00 12.00 - 7.50- 10.00 - 1 0. 00 - 6.00 - 20.00* 18. 50* 15.00* 12.00* 18.00 12QOO 14.00 14.00 12.00 $20.00 per connect hour 0.06 per CPU second 0.25 per square foot 1. Hourly billing rate including wages, payroll tax~s, insurance, and other related payroll burdens, overhead, and profit, will be determined by multiplying employee=s straight time wages by 3.2 and will apply to all hours worked. Hourly billing rate for part-time employees such as drill rig labor marked by (*) above will be determined by multiplying employee's straight time wages by 2.4 and will apply to all hours workede 2. For field work outside the Anchorage area, standby time for labor up to a maxi mum o.f 1 0 hours per day w·i 11 be incurred when fie 1 d work or tra ve 1 is prevented because of weather, equipment breakdown or other conditions beyond HLA's control. Weath€!r standby may be implemented when ambient temperatures are colder than minus 3QOF, or wind chill conditions are colder than minus SQOF, or reduced visibility makes travel hazardous. 3. Outside costs such as rental vehicles, leased equipment, air fares, freight, subsistence, special printing, etc. will be invoiced at cost plus fifteen percent (15%)~ 4. Harding Lawson Associates makes no Warranty, either expressed or implied, as to its findings, recommendations, specifications, or professional advice except that they are prepared and issued in accordance with gener- ally accepted professional practices. 5. Billings are payable upon presentation and a1~e past due 30 days from invoice date. A finance charge of 1-1/2 percent per month will be charged on past due accounts. -~;r~~~~~,~~~~· ~~.~.~ .. ~ ~r·-~, ';~ ... -~ ·. ~· ·/:~~~~~L ~··.: I • II:;; . : . .., d l ·I I I ~,rfl.' Jt ~f !n. J 1' f,, 1tJ I '~~ ti1 ' ' ATTACHl1ENT 4 1983 SCHEDULE OF CHARGES HLA-Anchorage, Alaska (Page 1 of 2) G E 0 P H Y S I C A L E Q U I P M E N T Nimbus Seismograph, 12-channel, ES-1210F Nimbus Seismograph, 12-channel, ES-1200 SIE S€ismograph, 12-channel, RS-4 Nimbus Seismograph, 1-channel, ES-125 Nimbus Pocket Timer Spregnether Seismograph, MEQ-800 Downhole Shear Wave Hammer Bison Shallow Resistivity Meter, Model 2350 Bison Signal Averaging Resistivity Meter, Model 2390 Geotronics Deep Resistivity System including generator Self-potential Equipment Johnson-Keck Borehole Logging System, SR-3000 GSSI,Ground Penetrating Radar System with tape recorder EG&G Uniboom Marine Subbottom Profiling System Raytheon Shallow Marine Profiling System, RTT-1000 Raytheon Fathometer, DE-719 Per Day $ 200 180 150 50 50 50 100 50 90 400 50 150 225 400 150 50 RATES Per ~ .. 1eek Per r·1onth (7 days) {30 days) $ 1 '260 $ 4,500 1,134 4,050 945 3,375 315 1,125 315 1,125 315 1,125 630 2,250 315 1,125 567 2,025 2,520 9,000 315 1,125 945 3,375 1, 417 5,062 2,520 9,000 945 3,375 315 1, 125 ,,i<• .. • ~ ' ' .. , : *"' "l' i "· .. ,".,'' ": ,,-; I f .. ! [" JJ 11 lA {k' 1983 SCHEDULE OF CHARGES HLA -Anchorage, Alaska (Page 2 of 2) G E 0 P H Y S I C A L E Q U I P M E N T RATES Per Day Per ~·leek (7 days) Del Norte Trisponder Positioning with printer System 225 1,417 Geometries Land Magnetometer 50 315 Oyo Sonic Vi ewer 70 441 NOTES: Per Nonth JlO days) 5,062 1,125 1 '575 1. Standby time for geophysical equipment will be incurred when field work or travel is prevented because of weather or other conditions beyond HLA's control. Equipment standby time will be invoiced at fifty percent (50%) of the daily working rate. 2. Leased or rented equipment such as side scan sonar, tide recorders, air guns, boats, generators, etc. and expenses such as fuel, ehart paper and magnetic tapes will be invoiced at cost plus fifteen percent (15%). # ~1 :~:-~~--~ ... ~~ ~.-·~:~~·~~ ~ ~~~~--~ ~ --~. ,, t':. I ·,t rilf_, ] U'~ l I • 11 • .i ATTACHf4ENT 5 1983 SCHEDULE OF CHARGES HLA -Anchorage, Alaska (Page 1 of 2) E Q U I P M E N T & E X P E N S E S DRILLING EQUIPMENT including all standard tools and soil sampling equipment, less expendables Mobile Drill B-61 or Failing 750 mounted on a Nodwell-tracked carrier: Working rate, per shift or any part thereof up to 12 hrs. Worki~g rate, double shift Weather or Mechanical Standby Rate, per day (see Note #1) Mobile Drill 8-6·1 or Fai1ing 750 subbase mounted for use on sled or barge: Working rate, per shift or any part thereof up to 12 hrs. Working rate, double shift Weather or Mechanical Standby Rate, per day (see Note #1) Mobi1e Drill B-61 Truck-mounted; Mobile Drill B-38 Truck-mounted or with helicopter base: Working rate, per shift or any part thereof up to 12 hrs. Working rate, double shift Weather or Mechanical Standby Rate, per day (s~e Note #1) Mobile Drill B-61 Truck or Nodwell carrier, casual use Anchorage area Mobile Drill Minuteman, 9 h.p. portable flight auger Three leg adjustable aluminum tripod with motorized cathead General Power Auger for soil or ice, hand-held Pneumatic Casing Hammer/Extractor (less compressor) Be an 535 Pump ES--501 Dutch Cone Penetrometer, 20 ton, with mechanical cones, skid or trailer mounted DRILLING EXPENSES Drilling and sampling, expendables and fuel, excluding casing lost, per foot drilled except pennafrost Drilling and sampling expendables and fuel, excluding casing lost, per foot ·drilled in permafrost Casi~g lost or abandoned ~~ " $ 460.00 790.00 345.00 400.00 730.00 300.00 430.00 74C."O 300.-.~0 60.00 150.00 50.00 25QOO 125.00 70 .. 00 per hour per day per day per day per day per day negotiate 4.00 8.00 cost+ 15% •. : . ..,·,r ~ • ! l ! . I !'' r r 1 ~ I L ~ 1 l ' i ' l I 1-~ •I j .l Itt jJ u I ' "' I. n. . .J . 1r :~ lJ ' ' W~ . i ' W ,,, ' I ' ~I ' ' c~ •• OTHER EQUI Pf·1ENT E Q U I P M E N T & E X P E N S E S {Page 2 of 2) Zodiak Inflatable Boat f~ark III GR Mark II GR Outboard Motors, 5-25 HP Kohler Lister 4.0 kw Generator/Light Plant Honda 1.5 kw Generator Miller Welder Homelite two inch, 140 gpm Fire Pump ' Hom~lite XL12 Chainsaw Survival Gear, per Drum Pickup Trucks Anchorage Area Prudhoe Bay Area, excluding fue1 Two or 'fhree-inch 0.0. Split-Spoqn Soil Sampler Kits Frozen Sample Fie~d Storage (Mechanical Freezer) Troxler Model 2401 Nuclear Moisture-Density Gauge Sand Cone or Balloon Field Moisture Density Test Kit Data Precision Model 248 multi-meter (including thermistor string) NOTES~ $ 75.00 per day 50.00 per day 20.00 per day 48.00 per day 15. 00 per day 30.00 per day 1 o. 00 per day 15.00 per day 15.00 per day 7.00 per hour 105.00 per day 20.00 per day 10.00 per day 10.00 per test 5.00 per hour 30.00 per day 10.00 per day 1. For work outside the Anchorage area, standby time for drilling equipment will be incurred when field work or travel is prevented because of weather, mechanical breakdown or other conditions beyond HLA 1 s control. Standby for mechanical breakdown will not exceed one day for any one occurrence. 2. Rental of drilling equipment not in~luded above and special equipment not ordinarily furnished by HLA and all other outside costs such as trucking, freight, non-drilling expendables, fuel and fuel handling costs, etc. will be invoiced at cost plus fifteen percent (15%). Trucking will be prorated if more than one client or project is involved. {) ·__j··.-... · ' . . ' ' u I . (··~ J ;u [J u w ' . ' WI ' . w ' ' w ~· .~ ATTACHt1ENT 6 1983 SCHEDULE OF UNIT PRICES HLA -Anchorage, Alaska (Page 1 of 4) L A B 0 R A T 0 R Y T E S T S Aggregate and Soil Laboratory Tests -Unit Price Schedule 1983 I. AGGREGATE TESTS 1. Sieve Analysis, Coarse or Fine Aggregate (up to six sieves) 2. Sieve Analysis, Combined Coarse and Fine Aggregate with Wash Test for Finer than #200 Sieve Size, ASTM Cl36 3. Material Finer than #200 Sieve Size by Washing 1 ASTM C117 . 4. Clay Lumps and Friable Particles, ASTM C142 5. Organic Impurities in Sands, ASTM C40 6. Sulfate Soundness of Aggregates, per Sieve Size, ASTM C88 7. Specific Gravity and Absorption of Coarse Aggregate, ASTM C127 8. Specific Gravity and Absorption of Fine Aggregate~ ASTM Cl28 9; Unit Weight of Aggregates, ASTM C29 10. Abrasion bf Aggregates by Los Angeles Machine, ASTM Cl31 II. AGGREGATE AND SOIL TESTS -BULK SAMPLES 11. Moisture-Density Relations (compaction curve) using 10-pound rammer and 18" drop, ASTM D1557 a. 4 11 diameter mold, 4 points minimum Check point b. 6 11 diameter mold, 4 points minimum Check point 12. Relative Density of Cohesionless Soils, ASTI1 02049 (1/10 ft3) , ____ . --.. ,. .... ,~~-·--"..-,, UNIT PRICE $ 40.00 52.00 28.00 60.00 42.00 40.00 35.00 65.00 26.00 75.00 140M 00 35 .. 00 165.00 45.00 145.00 .'I ·.1.1 'ti f:.~ UJ [~·3· .• r £ [J • 1' ·.l tl .,;.» [~ LJ ~. ' \ ' 1··.' ;, ~ ~ . . ~. 1 1 ' Laboratory Tests Unit Prices Page 2 of 4 13. Resistance (R-value), ASTM D2844 a. Untreated Compacted Soil or Aggregate (3 points) b. Lime or Cement Treated Soil or Aggregate 14. California Bearing Ratio Study Soil or Aggregate a. Coarse-grained Fine-grained 3 poi nt.s 15 points III. SOIL INDEX AND CLASSIFICATION TESTS 15. Liquid Limit, Plastic Limit and Plasticity Index, ASTM 0423 and D424 Specime~ Non-pl~stic 16. Specific Gravity of Soils, ASTM 0854 17. Mo i stu~·e Content by Oven Drying, ASn.-1 D2216 18. Organic Content Loss by Ignition ASTI~ D2974 19. Hydrogen Ion Concentration (Ph) 20. Wet and Dry Density a. Split-spoon Liner b. Shelby Tube 21. Wet and Dr·y Density -Chunk or Frozen Samp 1 e (Immersion Method) 22. Classification of Soils (Visual-Manual Procedure), ASTM D2488 23. Sieve Analysis (Including Wash Test for Finer than #200 Sieve Size) 24,. Particle Size Ana'lysis (Combined Sieve and Hydro- meter), ASTM 0422 a. With Assumed Specific Gravity b. With Measured Specific Gravity c. Measured to 0.02mm with Assumed Specific Gravity UNIT PRICE $ 175~00 200.00 See Note 3 See Note 3 60.00 30.00 42.50 8.00 35.00 15.00 14.00 22.00 28.50 15.00 52.00 75.00 115.00 60.00 l i I t~ j l l I I I L ' 1'r •.. ·~ l I. J 1 l·f··· ' ~ \ .i eli 1;.1. ;;I U: l . . ~ ... t, ~ ~···~~. ' . -~ Laboratory Tests Unit Prices Page 3 of 4 25. Amount of Material Finer than the #200 Sieve ::ize by Washing, ASTM D1140 26. Pore Water Chemistry including Freezing Point Depression 27. Conductivity (Pore Water Leachate) IV. SOIL TESTS ON UNDISTURBED (Extruded Tube) OR REMOLDED SPECIMENS UP TO FOUR-INCH DIAMETER (*) 28. Unconfined Compressive Strength, ASTM 02166 29. Unconsolidated Undrained· Strength in Triaxial Compression, ASTM D2850 a. Back Pressure Saturated b. Field Moisture 30. Consolidated Undraint~d Stren,·th in Triaxial Compression, Back Pressure ~ .urated 31. Consolidated Undrained Streng~h in Triaxial Compression, Back Pressure Saturated with Pore Pressure Measurements 32. Consolidated Drained Strength in Triaxial Compression, Back Pressure Satruated, t-100 less than 20 minutes 33. Consolidated Drained Strength in Direct Sh~ar (Cohesionless Soils) 34. One-Dimensional Conso"lidation, ASTM D2435, including Void Ratio vs Log P Plot and Two Time-Deformation Curves a. Additional Time Deformation Curves, per load 35. Permeability of Granular Soils Constant or Falling Head (*) Unit Price includes moisture density UNIT PRICE $ 28.00 150.00 26.50 45.00 130.00 60 .. 00 160.00 220.00 170.00 120.00 225.00 20.00 150.00 . .,, 11 ll J 1 .. ~· ,, I. i .J u ; ' . . ( ·~ :J [ ;1 •'l ! :. ·I .U w i j f E i) ~ L1 ~ •. ''; ;. ~ ~ I fl 1Jj. Laboratory Tests Unit Prices Page 4 of 4 v. UNIT PRICE 36. Dynamic (Cyclic) Triaxial Compression See Note 3 37. Resonant Column See Note 3 TESTS ON UNDISTURBED OR REMOLDED FROZEN SOIL SPECIMENS (See Note 5) 38. Unconfined Compression Test (Quick Test) 39. Unconfined or Triaxial Com~reision Tests on Undisturbed or Remolded Frozen Sample at a Specified Test Tempera- ture (Long-term Tests) 40. a. Thaw-Strain or Thaw-Consolidation, Single Load b. Multiple Loading 41. Thermal Conductivity-Thermal Needle Method a. Frozen Fine-grain Sample b. Thawed Fine-grain Sample $ 125.00 See Note 4 75.00 250.00 175.00 150.00 NOTES: ( 1) (2) (3) (4j ( 5) ( 6) Unit prices include normal handling, sample preparation, testing and presentation of data on standard laboratory report forms. Material handling to reduce sa;nple size, crushing, drying and similar work not normally included in the standard laboratory test procedures will be charged on a time expended basis at $38 per hour. The unit prices of CBR and dynamic tests depend on soil type, number of tests to be performed and other variables and will be quoted on a speci- fic job basis. · The cost of performing tests on frozen samples depends on several fac- tors including specimen preparation requirements, test temperatures, and test duration. Moreover, test procedures, data interpretation, and pre- sentation methods are not standardized. Consequently, long-term testing of frozen soil is performed on a time and materials or negotiated basis. Frozen soil test temperatur-e range -10 to ooc; Sensitivity +O.l°C. Large diameter (up to 12 inch} and high pressure triaxial and pelfl1e- ability test prices available on request. (1/83)/1925A ~) ' . ' ;., . lj ·l _... (J 'tJ (J [J F .? ~jJJ TABLE 1 LABORATORY EQUIPMENT ~~ATANA DAM Page 1 of 6 Item No. Description Unit Cost l 2 3 Oven Bulk DOD 240 $ 5,050.00 Oven Bench DOL 69 984.90 Muffle Furnace 306 428.00 4 Scale, Elec. Mettler PC 4400 DR 1,921.50 5 6 7 Scale, Elec. Mettler PC 24 1,615.50 Scale, Digital Bench Sar. 60 K 4,495~50 Scale, Triple Beam 311gm 8 Scale, Ohaus 2610gm 9 Platform Scale HS 300P 10 Gilson Screen Apparatus TS-1 11 Gilson Elec. Timer 12 Gilson, Extra Screens 3/4 11 , l/2 11 , 3/8 11 , No .. 4 1 2A 4 II , 3 II ' 2 u , 1 -1 I 2 II ' 1 II ' 3 I 4 II 12B l/2 11 , 3/8", No. 4, Pan 13 Door Enclosure Assembly TSA 157/180 14 Gilson Sound Compartment 15 Gilson Sound Compartment SSA 805 16 Exhaust Unit TSA 181 17 8" Tyler Rotap, 115V 60Hz Sieve Shaker SS30 w/timer Page Tot.al Cumulative Total 84.50 113 .. 10 509.00 1,795.00 94.00 78.00 78.00 78.00 88.00 430.00 382 .. 00 164.00 1,098.00 Quan- tity 3 2 1 1 1 l l 1 l 1 1 1 1 ea. 1 ea. 1 l 1 2 2 Harding Lawson Assoclo1tes Total Weight (,ost (lbs .. ) $15,150.00 1525 1,969.80 180 428.00 75 1 '922. 00 10 1,616.00' 15 4,495.00 25 106.50 113.10 509.00 1,795.00 94.00 312.00 468.00 312.00 88.00 430.00 382.00 328.00 2,196.00 5 5 45 466 1 80 120 80 12 115 70 15 400 $32,714.40 3244 $32,714.40 3244 .. --11 ... ~·, .... ' '''"'. '.·. ------' m· ~ rJ IJ 1.:1 :j, ! 'I ,, u D ~ L ill ~~ LABORATORY EQUIPMENT HATANA DAM Page 2 of 6 Harding Lawson Associates Item Description Unit Cost Quan-Total Weight No. tity Cost (lbs.) 18 8 11 Brass Sieves inc 1 udes: 409.35 4 sets 1,637.40 100 1 BA 3 u ' 2 II , l -1 I 2 11 ' 1 II ' 3 I 4 II , 1 I 2 II 18B 318 11 , 1/2 11 , No. 4, 10, 20, 30 18C 40, 100, 200, Pan, Lid 19 Sieve Storage Rack SSA 803 20 #200 Wash Screen WT-2 12" ?1 ,_ ~ Repl #200 for WT-2 (WT-2A) 22 Water Spray Head WT-7 23 Spray Dispenser WT-5 24 Mech Anal Stirrer CL 272A 25 Hydrometer Impr CL 277A 26 Hydrometer Jar CL 271-6 27 Dispersion Cup CL 274 28 Mixing Paddle CL 275 105.00 361.00 45.80 13.60 5.25 243.90 21.06 11.50 50.40 3.18 4 3 6 2 4 l 4 6 1 1 29 Spec. Mixing Paddle CL 289A 18.60 1 30 Hydr. Jar Bath 110V 1060W CL 278E 1,130.00 1 31 Sod. Silicate Sol. CL 276 6.60 1 32 Jars 1 pt w/Lids LT 26 137.75 144 33 Amyl Alcohol 34 Thermometer O-l500C 35 Wash Bottle~ Guth G10 36 Brushes CL 315 Page Total Cumulative Total 14.12 3.90 38 .. 46 11.94 1 pt. 6 ea. 2 4 420.00 1,083.00 274 .. 80 27.20 21.00 243.90 84.24 69.00 50.40 3.18 18.60 1,130.00 6.60 137.75 14.12 23.40 76.92 47.78 $ 5,507.29 50 15 1 l 1 17 ., I 15 1 1 l 130 3 2 1 2 2 1 345 $38,221.69 3589 i IJ 10 I J 'l '.' • J ' I . • _j r ,, ; L:J f ·.'' tJ l~i L t .~ LABORATORY EQUIPMENT WATANA DAM Page 3 of 6 Item No. Description 37 Brushes CL 316 38 Bottle Mere Stor CL 255F 39 Laboratory Muller C 35 40 Mortar & Pestle Porcelain CL 73 41 Spatula 6" P 86 42 Spatula 4 11 P 85 43 Liquid Limit Device CL 205 44 Liquid Limit Device CL 204 45 Spare Cup and Holder CL 228 46 Groving Tool CL 218 47 Plastic Limit Plate Cl 250 48 Moisture Cans LT 16 49 Dowel, 1/811 50 Lab Tongs 20" length 51 Gl aves Asbestos l T 116 52 Petre Dishes 25ml 53 Hot Plate 2 Burner llOV L 265 54 Density Basket G 340 55 Pycnometer Top & Jar G 335 56 Gasket G 366-20 57 Flasks Volumeteric 500 G 27 58 Vacuum Pump LT 420 Page Total Cumulative Total Unit Cost 3.48 46.00 1,580.00 13.70 9.75 7.50 425.00 195.00 29.45 25.00 6.30 26.30 0.50 15.00 14.28 75.00 42.25 9.80 0.45 15.85 595.00 H~trdlng Lawson Assocl;~tee Quan- tity 4 2 1 2 1/pkg. '1 /pkg. 1 2 2 2 3 48 2 ·ft. 2 pr. 24 1 2 2 4 12 1 Total Weight Cost (lbs.) 13.92 92.00 1,585.00 27.40 9.75 9.75 425.00 390.00 58.90 50.00 1 B. 90 105.20 1.00 30.00 28.56 75.00 90.50 19.60 1.80 190.20 595.00 1 1 120 8 1 1 9 9 1 1 2 1 1 1 1 1 13 8 2 1 3 25 $ 3,817.48 211 $42,039.17 3800 D 1, .• lii I! ]l·~ 1 ',~ :r~ L f';~ ~""" l k .t LABORATORY EQUIPMENT \~ATANA DAM Page 4 of 6 Item Description No. 59 Mercury Gage 60 Stop Watch LT 475 61 Comp f-bld 6 11 CN 404 62 Comp Mold 4 11 CN 405 63 Comp Hammer 10# CN 416 • 64 Comp Hammer 5.5# CN 415 65 Stainless Steel Mixing Pans LT 622 21 X 12 X 2-1/2 66 Stainless Steel Mixing Pans LT 600 8 X 4 X 3 67 Spoon CN 995 68 Density Pick CN 503 69 Chisel CN 998 70 Rubber Mallet CN 999 71 Scoop 5 x 8 x 3 CN 502A 72 Scoop CN 502 73 Large Sample Splitter SP-1 74 Medium Sample Splitter SP-2 75 Mini Splitter SP-3 76 Quartering Canvas 5 x 5 LT 98 77 Shovel, square end 78 Shovel, round end 79 Trowel, 2-1/2 x 4-112 CN 840 Page Total Cumulative Total Unit Cost 300.00 39e85 88.&0 69.60 62.70 48.00 21.80 3 .. 95 18.60 7.35 7.75 8.50 5.58 382.00 233.00 233.00 31 .. 74 15.00 15.00 4.00 Quan- tity 1 3 2 2 2 1 48 48 6 2 2 2 2 2 1 l 2 2 2 2 3 Harding t~wson Associates Tot a 1 \~ e i g h t Cost {lbs.) 300.00 15 119 .. 55 1 177.60 15 139.20 15 125.40 18 48.00 1,046.40 1,250.40 23.70 37.20 14.70 15.50 17.00 11.16 382.00 233.00 466.00 63.48 30.00 30.00 12.00 12 75 50 l/2 3 3 3 5 3 136 64 15 8 5 5 1 $ 4,542.29 453 $46,581.46 4253 . ' lj fi 1 ·~. j II:(. " ' J L [ :·; .• .:.2 L F; L l ~T .• ~: L k k ~· LABORATORY EQUIPMENT WATANA DAM Page 5 of 6 Item Description No. 80 Straight Edge CN 833 81 Sample Tags (weatherproof) 2-1/2 X 5-1/2 82 Polyethylene markers A0920/A0921 83 Bosch Stapler, plier type 84 Staples 85 Soil Color Chart A-27 86 Pocket Penet CL 700 w/CL 701 87 Torvane CL 600 w/602 & 604 88 Lab Stools 89 Double Sink w/drain & faucets 90 Tables 3'x 6', 30 x 72 91 Storage Cabinet 36 x 78 92 1/4" Plastic Tubing w/fittings 93 Engineer Scale 94 Engineer Ruler Folding 0.1' 95 Plastic Tubs 12" x 18 x 18 96 Tool Kit, includes sockets 96A Screwdrivers, wrenches 968 Flaring Tool, box 97 Electric Drill 1/2" 98 Drill Bits 99 Skill Saw Page Total Cumulative Total Unit Cost 12.00 Quan- tity 2 300.00 5000 1. 50 15.75 6.27 62.00 46.50 222.30 62.42 190 .. 00 99.00 301.00 24 3 4 bx. 2 2 2 3 1 2 2 0.25 so• 12.50 6.50 3.80 161 • 37 79.95 30.67 46.99 2 2 12 1 kit 1 l set l Harding Lawson Associates Total Weight Cost (lbs.) 24.00 2 300.00 36.00 47.25 25.08 124.00 93.00 444.60 187.26 190 .. 00 198.00 602.00 12.50 25.00 13.00 45.60 161. 37 79.95 30.67 46.99 ~ 2,686.27 1 1 2 6 $49,267.73 4259 ,. 1 .... ,, I J 1· ... ·~ ., J :~ _:.; l J ~~ .. • . J L. r J ' 1.-~ " -~ t ' . l :~_ : ' _;., f, ·, .L,: 12 . . ( ' t.:. l ~ ,. ~ I': it ~ I . I LABORATORY EQUIPt4ENT WATANA DAM Page 6 of 6 Item NOo Description 100 Saw Blades 101 Hammer, Claw 102 Assorted screws, bolts & nuts 103 Concrete Bit 3/4" 104 Concrete Bit 3/8" 105 Concrete Bolts (Gilson) 106 Hand Trucks 107 Wheel Carts Pallet Jack 1f"l8 .u Filing Cabinets 4 dwr ltr 109 Laboratory Forms 110 'Calculator HP 4lc w/peripherals 111 Xerox Copier 3450 112 ASTM Parts 14, 15 & 19 113 Calibration Weights WS 124 114 Shop Vacuum Milw. 9 gal. Page Total Cumulative Total Unit Cost 4.39 12.32 10.00 6.76 1 • 91 2.00 98.58 513.45 205.00 750.00 9,995.00 70.25 407.05 Cumulative Total w/o Freight Laboratory Equipment Prices FOB Factory Air Freight @ $0.55 X $4269 TOTAl. (1) Monthly Rental $800 per month Quan- ti tv ,J 4 2 3 3 8 2 l 2 HarcHng Lawson Associates Total Cost 51.38 24.64 10o00 26.01 5.73 16.00 197 .. 16 513.45 410.00 500.00 Weight (lbs.) 1 750.00 1 9,995.oo(l) 1 ea. 100.00 2 sets 140.50 10 1 ea. 407.05 $13,146.92 10 $62,414.65 4269 $62,414.65 $ 2,347.95 $64,762.60 I' · .. I ~,.,:_· ~~/~. -~ ~ ... it •! Ur ' ' -_ -~ -~-,·-,-~"'". ~ ~·;, :~ ~ ~-, __ -----~ ,~ ~<-. __ ,: t>-~ , __ .,,. Source No~ or Holes Sunvner 1982a .fog Lakea Relict Channel 0 - 'rlatana Rc: Hct Channel 14 & Borrow Site 26 Winter 1982-B)z . D!lmslte River Alluv iun 20 Wotonn Re\lct Channel 9 & Oorrow SHe' 0 5 Borro~o~ Siti; C ond I 16 TOTAL (lJ, 650 Lf or drilling) 100 ~.. ·., t~ "1-~ ' lirob !!ample Grodotion u 10 20 . - 0 0 0 45 , ___ .._."' ~ ~ ·~ ·.-.,..._ ----,_,_.._ --~-~~ _._.. --~~ l:; --~ l'' ___ ,! L. ·" :-J l--·-<. -_ _, !;. ---._,;:, \.. ~ ..:,Jit..., ;..,: .. ~...;-<1'.-.s,.:;.:t l . .--•J-~ ..,_...._,.......,....;; '-0:;.....~ ......... ~.,:.~ .... ~ Harding Lawson Associates TAOLE 2 ~-ESTIHATEO FYBJ fiELD lABORATORY TESTING ~o~Q_~e ~e le!!Ung . itotdn tor Url ve.L!:_ore !;yclone hr~'!!_lon _!!y_Q__r ome_!_ e r _-!!_a 1 o!_ure ~ t! e r:!!_e r:_q _r roc_!_ or future Testlng_ ~en e~ {Hodir1ed c'. Ston- dord) 0 0 u n s 5 0 1.S . 800 0 200 50 ~0 50 0 100 850 0 200 100 100 100 5 100 100 220 100 20 0 . 20 5 50 200 )00 150 n 50 50 5 100 150 )00 150 25 150 150 20 100 )00 200 20 0 20 20 20 150 2,200 1,110 1 ,01~ 2H )55 )95 55 61S IJ ,J I~~ "• l J u 1';4 " I j t ' l ~ t. ' ' ' ~is:nie Refraction Une ~Jo. SL83-AA• SLS3-SB SL83-CC SU:D~D SL83-fE 5L83-ff' SL83-CG SLS3-HH SL82-Il Sl83-JJ SL83-KX SL83-LL Sl83-NN SL83-00 .. TABLE 3 location L?st r ea::n Cofferdam Center 1 ine Upstream Cofferdam, River Centerline Hain Dam Centerline Oownst~eam Cofferdam, River Centerline Downstream Cofferdam Do~nstream Cofferdam Center line· Upstream ?ortal Hain Dam River Centerline ~~in Dam Upstream Toe ~~in Dam Upstream of Centerline ~~in·Dam Downstream of Center line ~~in Dam Downstream Toe Plunge Pool Plunge Pool Plunge Pool TOTAL Harding Lawson Assoclatos FY83 [XPLOR~TORY PROGRAH -PH~S[ ~I WAT~NA D~HSlTE G~O?HYSlCAL SURVEY Approximate lenath ( ft) --- aoo 1,100 500 1 I 100 5'50 550 550 3,850 550 .sso ADO 550 500 , , 100 2.200 14,850 Puroose ~-------~------~ Depth of overburden and b'!crock conditions. Depth of overburden, bedrock conditions, and "The flns" .. Depth of overburden and bedrock cond1~ions. Depth or overburden, bedro::k conditions, and "Fingerbusler". Depth of overburden, bedrock conditions, Depth or overbu1den, bedrock conditions, and "Fingerbuster". Depth of ove:-burden, bedrock cond it i ens , and "The fins". Depth or overburden, bedrock conditions, and NW and N shears. Depth of overburden and bedrock condi~iDns • Depth or overburden and bedrock cond1~ions. Depth of overburden and bedrock cond1tions. Depth or overbu&den, bedrock conditl~ns, and "Fingerbuster". . Depth of overburden, bedrock conditions, and "Fingerbuster". Depth or overburden, bedrock conditions, and "Fingerbuster". Depth or overbu~den~ bedrock conditions, and "Fingerbuster". +Upon execution or ~rk, temporary line letter designation will be replced with a permanent chranologically sequential line nunber. i k l t I l ! L ! ' \ I I l' J I I t 1 ' I I .... ':~,_,.,, ' . ~ ... ·' ;1. \"[!· - ·j [ I I ,:_:· ~ ~ ~ . flfff! ~' ' ..,_., ---~:~"""~-~ ' 'l:$~·. u:: fl:--· .• \.~· ..... ~ r~ L:~~ t ....... --"'-----"' ,___,.. ~,.;. .. ~ .... ..... -l!l~~ -......._ ~"~···~~ ~ ~-«~ e!__l; -. •. ·.-.! l,~~~-! a ___ JU ..u f!lj w Tahle 4 Harding Lawson Associates i~STIHATf.l> PR&-COUSTUUCTION CXPI.ORATION AND HAT£RJALS TESTING Geophysical Uock Core Ad it WatanA Site Anchoraqe •tower .ca· Task a llrot1lin nrllll n . P.xcavation Soils Lab 5o ll s l.ab Soils l~b JV/IIarding-Suhcont ri\Ct u contract Su 1contract liar 1nq-llardinq-Jl,, rd in~:: Contractor a Lawson •ro lie Lc t To nc Let To 1\e l.ct (,a\.JSOn l.a~SOI\ 1 •• 1w~on Unltsa feet fuet Pee t feet: Uo. of Feet No. of No. of t,o. of (no. of holes) (no. of ho~es) EXci\tVations Tests Samples s.unplcs Geologic Structures 3,000 2,000 Hain Dam " Cutoff ),000 5,000 oiversiun Tunnels 2,000 2,800 ~ ), 500 lJnderCJround Powe1.· Struc- tures 5,000 rower In take &. Tunnels 2,000 Outlet ~·aci lit ies 500 Haln &. l~mcrgcn- cy !.ipillways 5,000 4,100 Co( (urJams 4,000 1,200 1,000 (10) nivt:r Channel lO,QOO 1,000 (10) 100 5 W" tan a Ue \ i c t Ch<Hlllt! l 11,000 3,500 (12) 7,500 (45) 600 20 10 t-'ChJ l.akcs ll~llct Channel 12,000 3,500 (10) 6,000 (40) 450 20 Uorn.lv ll ),000 1,500 ( ) ) 1 ,ono ( 1 0 ~ 20 400 20 10 norrow c 2,51)0 1,000 ( 20) 500 ( 1 0) 10 100 10 lO non· ow 1 2,500 1,500 ( 1 5) 500 ( 10) 10 100 5 llock Qu..s n·y 3,000 500 Aux i l i<try &'.Jell it lt!& o,ooo .--"" ~"'""'-....,_,_~~~·---.... :-~_..,..,...,....,_,.....,~. ---"l~""-,..,_ . ...,.._""'.¥.'""-'-· .. ----...-... -~.~-=-·~-..-.~---.,_..,....,.,.,~y-----~--.. "'-'·----"-'2_,-........ "'~S'"'""-.-~-.--·~-~ '-~~~-;:~;~;;~ ... ~~~~;.::~ f) (;~\-.. HCJrdlng lawr.o.n A!.soclates m J f' j If J APPENDIX A LIST OF RESUMES f1 tj r' .. "' j lP w j r J Hardtng lawson Associates JAY M. ENGLP,ND Job Title: Project Director Location: Anchorage Education: Graduate Study, Engineering Management, University of Alaska B.S., Civil Engineering, Pennsylvania State University -1959 B.A., Business Administration, Pennsylvar1ia Stat~ University-1953 Spe,ci a 1 Qualifications: Professional Registration: Parent Company: Experience: As a Prinicipal Engineer for HLA, Mr. England has been. responsible for senior project management and has authored or co-authored comprehensive geotechnical reports for hundreds of Alaska projects ranging from complex industrial facilities to remote village schools. During the Watana Dam project, Mr. England will serve as Project Director, responsible for contract review, budgetary control, and public hearings. Mr. England has 20 years of experience as a supervisor and manager of engineering projects, planning studies and con- struction projects. He established the Anchorage office of HLA in 1969, is a Vice President of the firm and serves as a director of the corporation. Civil Engineer -Alaska, Oregon Land Surveyor -Alaska, Oregon Harding Lawson Associates Mr. England provides technical review and direction on most of the projects conducted by the Anchorage office and labora- toryo Representative projects include: Upper ~1ahoney Lake Hydroe 1 ectri c Project, near Ketchikan, 1981 -Soil and geologic reconnaissance for lake tap~ tunnel and power plant for U.S. Army Corps of Engineers, Alaska District.l • Oil nne Gas Exploration Drilling Sites, 1977-Present, Various permafrost and non-permafrost locations in central and western Alaska, Brooks Range, Alaska Peninsula, Bering Sea and Beaufort Sea islands -Soil investigations, material site exploration, earthwork and foundation designs for well pads, Hercules airstrips, docks, water supply, camp sites, access roads for Chevron, Union, Amoco, Sohi·<J and Exxon.2 l l i" lu ~ f ~ L I ~.i JAY M. ENGLAND -Page Two Har:dfng Lawson Associates Experience Continued: References: Near Island Bridge and Connecting Roadways, Kodiak, 1982- Feasibility study, geologic reconnaissance, investigation and foundation design for piers and abutments for a 1200-foot- long bridge for the State of Alaska, Department of Trans- oortation and Public Facilities.3 . Natural Gas Conditioning Facility, Prudhoe Bay, 1981 -Soil and foundatiun investigation and design for a major in- dustrial complex including a plant site, flare area, camR, reservoir and water intake for Ralph M. Parsons Company.4 Material Site Investigations, North Slope Area between the Colville and Canning Rivers, 1977-Present -Airphoto inter- pretation, geologic reconnaissance, delineation dri)ling and sampling, laboratory testi~g; mining plan preparation for ARCO, Sohio, Exxon, Conoco and the North Slope Borough. Monashka Creek Cam ar1d Reservoir, Kodiak, Alaska, 1975-Soil and geophysical investigation for proposed earthdam and borrow area for the City of Kodiak.s 1 Mr. Harl?,n E. Moore, U.S. Army Corps of Engineers, Alaska District, P. 0. Box 7002 Anchorage, Alaska 99510, (907) 276-4817. 2 Mr. Robert Potter, Sohio Construction Company, 100 Pine Street, San Francisco, California 94111, (415) 433-7971. 3 c/o Mr. Steven Kautz, EMPS-Sverdrup, 4111 Minnesota, Suite 3, Anchorage, Alaska 99503, (907) 274-4541 .. 4 Mr. Maurice S. Greenberg, The Ralph M. Parsons Company, 100 West Walnut, Pasadena, California 91124, (213) 440-3474. 5 cjo Mr. Pablo Chavez, International Engineering Company~ 220 f·1ontgomery Street, San Francisco, California 94105, (415) 544-1200. , _____ ._.,,,,,.,, ·-'""""-~-·''""" """" ~ ;_;' > d . " . . ~ . " . :.._., t 1:. .r . I . ' " ! ' ? . ~ ~ ·~ ~·~:~;~tf~\~~~~~-~~~?-~~1""~1:~·:·:\;~~-.,:~';,~~-~::~~-:~ ~-; ': ,., Harding lawson Assoelstes DONALD E. BRUGGERS Senior Engineer Mr. Bruggers has six years experience in geotechnical engineering in Alaska. He has performed soil investigations with written geotechnical reports for various structures throughout the state. Mr. Bruggers is an experienced arctic engineer and has completed investigations on and off- shore t h rough out A l ask a. He i s ex peri en c e d i n p i 1 e , s 1 ope , the rm a 1 , and structural computer analysis. EOUCJ\TION M.S., Civil Engineering, Michigan State University-1976 B.S., Civil Engineering, Michigan State University 1974 (graduated with honors) EX PER IE NCE 1978 -present: 1976 -1978: REGISTRATION Harding Lawson Associates R & M Consultants, Inc. Civil Engineer-Alaska REPRESENTATIVE PROJECTS Offshore Development Unit, Point Thomson, Beaufort Sea, Alaska -Project manager responsible for detailed geotechnical data gathering and analysis. Data used to develop preliminary design criteria for offshore 1s1and, pipelines and causeway for Exxon Company, U.S.A. Five Island Sites, Beaufort Sea, Alaska -Field engineer during over-ice drilling investigation of five well pad sites. For Exxon Company U.S.A. Waterflood Project, Prudhoe Bay, Alaska -Project Manager responsible for laboratory testing and engineering analysis of thermal reg1me, ice load resistance, sheet pile, and slope stability for ARCO. USGS Geotechnical Investigation, Beaufort Sea, Alaska -Field engineer and office project manager responsible for laboratory testing program on both thawed and frozen soils, field data and laboratory test result com- pilation and report preparation for U.S. Geological Survey, Conservation Division. Barrow Utility System, Barrow -Project Manager responsible for field investigations, ~ngineering analysis, and review of laboratory test data of permafrost ice-rich soil for a buried utility system for the North Slope Borough. __j ... . ' ~~ !~, I I I I l . . ·r"' .. -. f.. I . . ' f . r • ;,{ Donald E. Bruggers -Page Two Harding Lawson AssoclHtos Retained Fill Island -Project manager responsible for literature study of geologic and soil conditions in the Prudhoe Bay and Harrison Bay areas and development of recommendations for the conceptual design of retained gravel islands in deep water for members of the Alaska Oil and Gas Association. Barrow High School, Barrow, Alaska -Directed field investigation and developed recommendations for a pile support structure in ice-rich perma- frost soil interbedded with thawed zones for North Slope Borough. · Yukon River Bridge -Performed computer structural analysis using SAP 4 for a pier founded on both bedrotk and piles for Alyeska Pipeline Company. Richardson Highway Reconstruction and Realignment, Miles 35 to 40- Project manager; soil and geologic reconnaissance, pavement design and labor-atory testing for 5 miles of highway reconstruction for State of Alaska, Department of Transportation and Public Facilities. Seward Highway Reconstruction, Ingram to Bertha Creek, near Girdwood - Project manager; required geologic reconnaissance, drilling and sampling, seismic refraction survey, and development of rtecorrrnendations for road design and reconstruction for State of Alaska, Department of Transporta- tion and Public Facilities. . Circle Hot Springs to Eagle Road Reconnaissance Study -Project manager responsible for terrain unit mapping, geologic reconnaissance for route selection and preliminary feasibility recommendations for State of Alaska, Department of Transporation and Public Facilities. Latouche Island, Prince William Sound -Project manager; directed geo- physical field investigation and developed recorrmendations for the con- ceptual design of a harbor facility for State of Alaska, Department of Transportation and Public Facilites~ Lake Otis Medical Center, Anchorage -Directed field investigation and assisted with report prep,aration for foundation analysis and recorrrnenda- tions. Investigation involved ground response ana1ysis and pile founda- tion system. For a private source. Kaktovik High School, Barter Island, Alaska -Performed field quality control 'of pile installation for high school and generator building in ice-rich permafrost soil for North Slope Borough. ~·•.· J ' . ' : 1~ •, .. 'I ! • l .l u ; I ..J Donald E. Bruggers -Page Three Harding Lawson Associates Anchorage Telephone Utility Wire Center, Anchora9e and Girdwood -Project manager, directed soil investigation and developed recommendations for three structDres at each facility for M~nicipality of Anchorage. Bragaw Street Extension, Anchorage -Project manager responsible for soil investigation and pavement design for State of Alaska, Department of Transportation and Public Facilities. A~erican Society of Civil Engineers PUBLICATIONS "Design Variables Influencing Piles Driven in Permafrost, .. ASCE Cold Regions Specialty Conference, Anchorage, May 1978 (co-authored with B.E. Davison, and J. W. Rooney) . "Design and Permafrost Conditions in the Alaskan Beaufort Sea 11 , OTC 3887, 1980 (co-authored with D •. L. Mi 11 er) "Underground Utilities in Barrow, Alaska,11 Third International Symposium on Utilities Delivery in Cold Regions, Edmonton, Alberta, May, 1982 r l ~ l. f 1 l I ' i t. j c: ~~ r ) r [ ~· ~ ~· I f "{ lll' . IT H;udtng Lawson Associates DUANE L. t~ILLER Job Title: Cold Regions Consultant Location: Anchorage Education: Graduate Study~ Engineering Management, University of Alaska M.S., Geological Engineering, University of California, Berkeley -1968 B.S., Civil Engineering, University of California, Berkeley-1967 Special Qualifications: Professional Registration: Parent Company: Experience: Mr. Miller has gained the majority of his professional ex- perience as a project geotechnical engineer in Alaska. He has special training and experience in arctic and marine engineering, seismology and soil-structure interact~on under earthquake loading. Mr. Miller has several years• experience as a geotechnical engineer during design of high-rise structures in seismically active areas. Civil Engineer -Alaska, California, Hawaii, Guam Harding Lawson Associates , Duck ~sland Development Unit, Beaufort Sea, Alaska, 1981 - Techr~cal project manage:r respo~sible for direction of 40-man team conducting on and offshore geotechnical investigation and geophysical surveys. Data used to develop design cri- teria for offshore and onshore pipeline corridors, island and causeway construction and marine permafrost foundations for Exxon. l Trans~Alaska Oil Pipeline, 1977 -Provided consultation during field design changes and review of design criteria for vertical support members for Department of Interioro2 West Dock, Prudhoe Bay, 1979 -Project manager during in- vestigation for 5000-foot-long causeway. First major cause- way and dock in the Alaskan Beaufort Sea for ARCO. Kandik Basin Oil Exploration, Alaska, 1977-Project manager responsible for remote site investigations and foundation design and construction for we 11 pads or, warm permafrost for Louisiana Land and Exploration Company.3 ' il I : r A ~J t-lardlng Lawson Assoclntes DUANE L. MILLER -Page Two Experience Continued: Publications: References: On-ice Drilling Program, Beaufort Sea, Alaska, 1979-Project manager supervising 32-man crew gathering geotechnical data used to evaluate oil lease sal2 areas previous to the 1979 sale for U.S* Geolugical Survey.4 Modules and Flare Pad of Flow Station III, Prudhoe Bay, 1977 -Project manager for investigation and analysis for h~avily loaded adfreeze pile design and thermal study for ARCO .. Federal Office Building, Anchorage, 1979 -Project manager conducting foundation investigation, seismicity evaluation and dynamic response ana lys ·j s fo(' the Genera 1 Services Administration. Public Health Setvice Hospital, Bethel, 1976-Project engineer, superv1s1on and analysis of sustained load tests of driven H piles in warm permafrost for U.S. Public Health s,:rvi ce. Miller, D.L. and Shearer~ G.B., "Geotechnical Investigation, Beaufort Sea -1979", ASfVIE Energy Techno 1 ogy Conference, New Orleans, Louisiana, February, 1980. Miller, D.L. and Bruggers, D.E., "Soil and Permafrost Conditions in the Alaskan Beaufort Sea••, Offshor.e Technology Conference, Houston, Texas, May, 1980. 1 Mr. R. R. Bowen, Exxon Company, U.S.A., Western Division, 1800 Avenue of the Star£, Los Angeles, California 90067, (213) 552-5400. 2 Mr. Ralph !saccs, Northwest Alaska Pipeline Company, c/o Fluor, 3333 Michelson Drive, Irvine, California, (213) 975-3553. 3 Mr. Lawrence Davis, Louisiana Land and Exploration Company, 1500 Denver Club, Denver~ Colorado 80202 (303) 623-5759. 4 Hr. Jerry Shearer., U.S. Geological Survey, Minerals ~1anagement Ser·vices, BOO "A 11 Street, Anchorage, Alaska 99501, (907) 271-4582. . ... -~;~:~iliii;i;;;'ii; ... ·' ":' .................. ~ _-,0101 ..•. ..c··~;-::::;;-;::;;;;.-::=::-.:;;-;~:;-::,;;;;~.;;;;-:.-;;;::;.?Jt;)~ ... <'~ ~.:*.~. ;,t,;t "'f \ ... ~:. --~ ' ' \ ' ) l ! ' { J I~ 11, .L I ' j .. · '- Jl Harding Law~on Assoclntes RICHARD W. CHRISTENSEN . Job Title: Cold Regions Consultant Location: Anchorage Education: Ph.D., Civil Engineering, Michigan State University-1964 M.S., Civil Engineering, Michigan State University-1960 B.S., Civil Engineering, San Diego State College -1958 Special Qualifications: Professional Registration: Parent C9mpany: Experience: Dr. Christensen has over 20 years of experience as a geo- technical engineer in the United States and abroad~ He has per·formed and directed geotechnical investigations for com- merical/industrial faci1ities and power plants. In addition~ he has served as a technical expert on a variety of special problems including vibrating machine foundations, lique- faction analyses and investigation of failures. Civil En.gineer Minnesota, Wisconsin, North Dakota, Illinois Harding Lawson Associates Underground Utilidor System, Barrow, 1979-Present-Arctic soils investigation of problems installing steam, water, and sewere lines in permafrost for the North Slope Borough c/o Frank Moolin & Associates.l Rehabilitation of Matanuska Levee, Palmer, 1981 -Project manager providing consultation and engineering analysis in- cluding flow nets, estimation of permeability coefficients and expect~d seepage quantities.2 Petrochemical Plant Sites, Missouri, 1975-Provided engi- neering analysis of dynamic response spectra and liquefaction studies. Excavation Project, Illinois, 1978 -Design and construction monitoring of excavation using an innovative shoring tech- nique consisting of shotcrete facing and grouted tendons; design of grouted anchors in soil and rock; specifications for foundation grouting; design of foundations on swelling soi·ls. n ..... ·. u I 1 ]' \ \1 .l ~ 'I ' ' ( ( [ l l I .I Harding Lawson Assoclatea RICHARD W .. CHRISTENSEN -Page Two Experience Continued: Publications: Studies for Nuclear Power Plants, Iran, Illinois, and Michigan, 1974-1975 -Project manager and/or technical con- sultant on nine power stations. Responsible for deep founda- tion analyses dynamic evaluation of soil parameters; lique- faction analysis; and site feasibility studies. Several Large Scale Steel Facilities, indiana, 1974-1978- Foundation analysis for multi-sotry blast furnace and bag house structures for U.S~ Steel. Hydro Investigation, Akutan, 1980 -Investigations for dam sites, penstock, and power plant. 11 Measurement of Surface Strain-RAte on Taku Glacier, Alaska,11 Journal of Glaciology, Vol. 5, No. 39, October 1964. ~Co-authored with T. H. Wu). 11 Analysis of Clay Deformation as a Rate Process," Journal of the Soil Hechanics and Ft:>undation En ineerin DiviSlO'ri, ASCE, November~ 1964. Co-authored with T. H. Wu • "Rheological Hodel Studies in Clay, .. Clays and Clay Minerals, Vol. 17, 1969. (Co-authored with J. S. Kim). uswelling Characteristics of Compacted, Expansive Soils,u Clays and Clay Minerals, Vol. 19, 1979. (Co-authored with N. V. Nayak). "Hydraulic Erosion of Remolded Cohesive Soiis,11 Special Report 135, Highway Research Board, 1973. (co-authored with B. M. Das). 11 Soil Mechanics and Foundation Engineering, .. Section III, Handbook of Environmental Civil En ineerin , Van Nostrand Reinho d Co., 1975. "Application of Decision Theory to Engineering Practice: A Case Study, .. Preprint 3785, ASCE Convention & Eposition, Atlanta, Ga., 1979. "Siting, Design and Licensing Considerations for a Long-Term Dredged Spoil Disposal Facility -A Case History,u J:roceedings, Third Annual f~adison Conference of Applied Research and Practice on Municipal and Industrial Waste, September, 1980 (Co-authored with K. T. Dunn and J. C. Davies). :."1<: )' / 1: ·.~· Harding Lawson Associates RICHARD W. CHRISTENSEN -Page Three References: 1 Mr .. Winston Zirjacks, Frank r~oolin & ll.ssociates, 3300 "C" Street, Anchorage, Alaska 99503, (907) 276-7484. 2 Mr. David Black, Ott Water Engineers, 4790 Business Park Boulevard, Anchorage, Alaska 99503, (907) 277-8255~ """'~i·.··· > ' C> '· I ·I i ':-i I 1,, J J ·I I ' ! ,. [ Harding lawson Associ;Jtes LAWRENCE J. TOIMIL Senior Geophysicist Mr. Toimil is a specialist in marine geophysics and bottom sampling, primarily in Alaskan waters. He has mana~ed large marine geophysical operations for HLA and for the U.S. Geological Survey. ~hile with the USGS, he participated in numerous field geologic and geophysical inves- tigations in the Beaufort and Chukchi Seas, Alaska and others ofi California and r"exico. He has pefonned over-ice geological sampling and under-ice diving in Alaskan \v.aters and has directed heavy equipment operations on the fast ice. He ha~ extensive experience with seismic reflection and seismic refraction techniques, as well as with remote sensing and oceanographic methods. EDUCATION M.A., Naturai Science (Marine Geology), California State University, San J:)se -·1978 B.S., Oceanography, California State University, Humboldt -1973 EXPERIENCE 1978-present: Harding-Lawson Associates 1972 -1978: U.S. Geological Survey 1, Pacific-Arctic Branch, Henlo Park, California (resigned as Co-investig9tor Geolo- gist, Beaufort-Chukchi Sea Environmental Geologic Studies Program) REPRESENTATIVE PROJECTS Interpretation of Geological and Geophysical Data from Beaufort Sea, Alaska -Senior project geophysicist performing engineering analysis of data collected by HLA during U.S.G.S. prelease-sale investigations for Members of Alaska Oil and Gas Association. Rock Habitat Investigation, Beaufort Sea, Alaska-Project manager during underwater investigation using a combination of engineering geophysical techniques and biological monitoring to assess the impact on biologic corrmunities of island construction perfonned for Exxon Company, U.S .A .• Observation of Sediment Transport, Beaufort Sea, Alaska -Performed a diving program at BF-37 assess impact to biological communities fol- lowing gravel placement for Exxon Company, U.S.A. -· ~ .. ' 4 I [ f f t i . fi l r H<1:rding Lawson A~.soclates Lawrence J. Toimil -Page Two Duck Island Development, Beaufort Sea, Alaska-Manager of extensive geophysic~l survey program onshore and offshore for preliminary design cr~teria for Exxon Company, UoS.A. Geotechnical Investigation, Harrison Bay, Alaska-Manager of geophys- ical studies and review for Lease Sale Area 71 study conducted for Members of Alaska Oil and Gas Association. Over-ice Drilling Program, Beaufort Sea, Alaska -Project geologist on exploration program involving 20 borings 100 and 300 feet deep, up to 18 miles offshore, using the sea ·ice as a drilling p·latform. Purpose was to 1ather subsurface information for the preliminary design of petroleum-related offshore facilities for U.S. Geological Survey. Waterflood Project, Prudhoe Bay -Senior project geophysicist respons- ible for offshore seismic refraction surveys and engineering analysis to determine depth to bonded permafrost along alternative alignments. Presented pl-eliminary recommendations on dredging gravel island con- struction, thermal effects and pipe burial for ARCO. Offshore Seismic Refraction Surveys, Prudhoe Bay Waterfl ood Project, Alaska for ARCO. Geophysica1 Investigation for Sewage Disposal Facility near 8grrow, Alaska for North Slope Borough. Seismic Refraction Survey to Determine Depth to Permafrost in a Fresh- water Lake near Prudhoe Bay for Ralph M. Parsons and ARCO. Buried Gas Pipeline at Five River Crossings, East and Northcentral Alaska -Project manager for geophysical investigation, using seismic refraction and resistivity, and data interpretation to determine extent of pen~afrost.and material types for Fluor and Northwest Alaska Pipeline Company. PUBLICATIONS Mr. Toimil has authored 18 publications since 1973. .t> v::: .. ,:1/st: ~ ,; ,'' .•: "'.~ 'J ",> <-o I I ·~ I . l ! l l ! i I. l I l I l I ( I ! ! I I I 1 l }:, I·;, j ' 1 I f I II , I' I, ( I CRAIG A. RODEICK Senior Geophysicist Harding Lawson Assoelale8 Mr. Rodeick has extensive experience in marine geology and geophysics in Alaskan waters. He spent six years with the U.S. Geological Survey participating in invesigative cruises in the Bering Sea, the Beaufort Sea, other areas of offshore Alaska, and off the Northern California continental shelf. EDUCATION M.S., Geology, California State Univ~rsity 1975 B.A., Geology, California State University 1971 EXPERIENCE 1979 -present: 1977 -1979: 1974 -1977: 1974: 1969 -1974: 1969: 1966 -1968: Harding-Lawson Associates John Sharrah and Associates, Cdlifornia (geologist- /surveyor) Gulf Research and Development Company, Pennsylvania (geologist, performing onboard interpretation of geo- physical data acquired by R/V Hollis Hedberg from western gulf of Alaska, Bering Sea, and offshore Ore- gon and Washington. Integrated seismic, gravity~ mag- netic and geochemical data into a preliminary report at the termination of each cruise.) U.S. Geological Survey, Pacific-Arctic Branch of Ma- rine Geology, California U.S. Geological Survey (advanced from physical science technician to geologist performing petrographic analy- ses of rocks dredged from eastern Beaufort Sea conti- nental margin to characterize as possible petroleum source.) Moss Landing Marine Laboratory (laboratory technician) U.S. Marine Corps, infantry corporal in Vietnam (Hon- orable Discharge) REPRESENTATIVE PROJECTS Duck Island gravel studies, Beaufort Sea, Alaska -Project geophysicist responsible for radar investigation and interpretation of data for is- land studies. Client:' Exxon Company, U.S.A. Reinterpretation of geotechnical data collected in Beaufort Sea and Norton Basi~, Alaska -As principal geophysical investigator performed analysis of data. Client: Members of Alaska Oil & Gas Association. Alaska gas conditioning facility, Prudhoe Bay -Project geophysicist; conducted subsurface investigation using ground penetrating radar in :It . I. ' . ·l.r I' ' I I ·~ I 1:: IJl l ' . r.r: ~? " Harding Lawson Assoclntes Craig A. Rodeick -Page 2 permafrost for location of processing facility that will prepare gas for shipment through proposed pipeline. Client: Nor~hwest Alaska Gas Company. Kuparuk River crossing, Prudhoe Bay -Performed ground penetrating radar survey as project geophysicist. Responsible for analysis and interpretation of data for location of vehicular b;idges and pipeline crossings. Clients: Sohio Petroleum Company and Atlantic Richfield Company. PUBLJCATIONS Preliminary interpretation of seismic profiles from the Prudhoe Bay area, Alaska, U.S. Geological Survey-Open File Report 548, 1972 (co- author with E. Reimnitz and S. Wolf) Influence of grounding ice on the arctic shelf of Alaska, Marine Geolo- gy, Vol~ 13, pp. 323-334, 1972 (co-author with E. Reimnitz, P. Barnes and T. Forgatsch) River overflow, strudel drainage and the effects on the arctic sea floor, (abstract), Trans. American Geophysical Union, Vol. 54, No. 11, p. 1122, 1973 (co-author with E. Reimnitz) Strudel scour: A unique arctic marine geologic phenomenon, Journal Sed. Pet., Vol. 44, No. 2, pp. 409-420, 1974 (co-author with E. Reim- nitz and S. C. Wolf) Marine gravel deposits of the Beaufort Sea Shelf, in the Coast and Shelf of the Beaufort Sea, J. Reed and J. Sater (ed-s.), p. 511, 1974. Blake Plateau Program Summary, Technical Memorandum 4277TF067, 147 pp., 1975, company restricted~ Central America Program Summary, Technical Memorandum 4277TF069, 137 pp., 1976; company restricted~ " ~ \ I ·I ·I 1: w; ' a· ry 1 . :I :i ' ·1· 1 .l J II.· 1 I 1 i 'l H: l ~ ·I ! ! 'l J j H ' ~ ·I • J :1 I j I l ~ I I ·9, . ,I' I I ll . m .{ ... • Harding Lawson AssocJ~tes EDWARD J. TlCKEN Geophysicist Mr. Tieken's work experience involves the geophysical interpretation of sparker, uniboom and high resolution seismic profiles and side-scan sonar records. In addition, he has operated laboratory equipment (in- cluding LECO, 11 Gibbs 11 settling tube and radiograph) and collected and analyzed beach profile data. He has also acted as party chief for bot- tom sampling and seismic profiling cruises. EDUCATION M.S., Marine Geology, California State University, Northridge, Cali- forni a •· 1980 B.S., Geo1ogy, University of Pittsburgh, Pittsburgh, Pennsylvania~ 1972 EXPERlENCE 1980 present: Harding-Lawson Associates 1977 1979: 1976 -1977: 1972 -1976~ Marine Geologist, California State University, North- ridge Research Foundation (duties included geophysical interpretation and party chief of data collection cruises) Contracts: Shell Oil Company -Site evaluation for offshore drilling platform, San Pedro Basin Margin, California; Dames and Moore -Evaluation of the off- shore extension of the Santa Ynez fault, south branch; California State Department of Boating and Waterways · (formerly Navigation and Ocean Development) -Offshore sand and gravel inventory, Pt. Conception to the Mexi- can border. Field technician -Coastal Engineering Research Center Field Office, Port Hueneme, California, collect lit- toral environmental data Oceanographic Research Division Officer -U.S. Navy. Responsible for collection and analysis of data, pre- oaration of reports and the coordinatioP of a division of 25 Oceanographic Technicians REPRESENTATIVE PROJECTS Seismic refraction survey to determine depth to rock, St. Helena, Cali- fornia. Client: Asso=iated Geotechnical Engineers a J ) ! ! I j ·• I • ) I 1: ·' li i' ·a r· If D, I I Jr lL Harding LAwson Associates Edward Je Tieken -Page 2 Marine and land seismic refraction study to determine depth to rock for the proposed expansion of Priest Rapids and Wanapum Dams, Washington. Client: Bechtel Corporation Marine subbottom acoustical profiling, side-scan sonar and magnetometer survey for sewer outfall study~ City of Sausalito. Client: Geotechni- cal Consultants, Inc. Marine subbotom acoustical profile interpretation study for Alpetco Tanker Terminal, Port Valdez, Alask~. Client: Santa Fe Technical Ser- vices Company Marine subbottom acoustic~l profiling, feasibility study for oil pipe- line, Admiralty Inlet, Puget Sound, Washington. Client: D. Russell Associates Marine subbottom acoustical profiling and side-scan sonar survey for dock construction at Selby, California. Client: Robert Brown Engineers MENBERSHI PS American Association of Petroleum Geologists AHAROS The Martin Van Couvering Award, 1979 (AAPG-SEPM-SEG Pacific Section) PUBLICATIONS Recognition of Active (Holocene) Faulting, Southern California Border- land (abs): GSA Abstracts with Programs, V. 11, No. 3, p. 78 (co- author with Peter J. Fischer and John Rudat) Beta Platform Site Evaluation -Geophysical and Geotechnical Evalua- tions of Platform Site Areas on OCS Tracts 35-261 and 35-252 (for Shell Oil Company) Deep Water· Beta Platform Site Evaluation -Geophysical and Geotechnical Evaluations of Platform Site Areas on OCS.Tracts 35-261 and 35-262 (for Shell Oil Company) Beta Pipeline Route Evaluation -Geophysical and Geotechnical Evalua- tions of Platform Site Areas on OCS Tracts 35-261 and 35-262 (for Shell Oil Company) A Geophysical and Geologic Evaluation of the Offshore Extension of the Santa Ynez fault, south branch (for Dames and t•1oore) The Inner Margin of the Southern California Borderland: Quaternary Tectonics, Seismic Stratigraphy and Evplution (abs.): AAPG/SEPM Pacif- ic Section, April 1980 {co-author w~th Peter J. Fischer and others) I ·r· ·I, I I H~rdlng Lawson Associates STEVEN A. JOHNSON Job Title: Field Manager Location: Watana Education: M.S., Engineering Geology, Purdue University-1974 B.S., Geological Engineering, University of Alaska -1973 Special Qu a 1 if i cations : Parent Company: Experience: Mr. Johnson brings eight years of Alaskan field experience to the Watana Dam project. For the past three years he has managed field operations for major on-ice, onland and over- water geotechnical and geophysical investigations. He has developed particular expertise in coordinating logistics for remote site locations, including surveyors, barge operators, helicopter and fixed wing support. Mr. Johnson is skilled at conducting ~omplex investigations under extreme conditions using large crews. Harding Lawson Associates Over-Ice Drilling Investigations, Lease Sale Area 71, Harrison Bay, Alaska, 1982 -Field project manager during pre-lease sale studies resronsible for coordinating, planning and logistics for two concurrent operations including 36-man crew and two Rolligon-mounted, 2nclosed drill rigs that col- lected over 90 core samples to depths of 150 feet below mud line, using the ice as a drill platform. Responsible for ice safety reconnaissance. One investigation performed for a major oil company and one for Members of Alaska Oil and Gas Association.l Duck Island Development Area, Beaufort Sea, Alaska, 1981 - Field project manager of drilling operations onshore and offshore. Responsible for complete rigging of drill barge. Supervised 15-man crew during investigation for first major offshore production wells in Beaufort Sea. Data used to develop preliminary foundation design criteria for offshore islands, buried pipelines, causeway and onshore facilities for Exxon2. Port of Nome Over-Ice Investigation, Nome, Alaska, 1981 - Field project manager supervising helicopter-supported! over- ice drilling operations. Drilled over 20 test holes on and offshore to bedrock and conducted rock core sampling for the City of Nome.,3 ' ('. I ! l ~' 11 l l l 1 I I I \ l ' I ,, " 7j : \:1~ il ll l " (I <l ~ ~ ',1 :j R ,I il i! ,r II il :I 1 ~- ,1 il 'l t:i tj ~l 21 ·I I I II I I I I 00 ~ m ~ , r ' ~ t ( ~1 ' t '·' L , , ~· l L Harding Lawson Assoclall'S STEVEN .A.. JOHNSON .... Page Two Experience Continued: Bethel Area Feasibility Study, Alaska, 1982 -As a geologic consultant, provided field reconnaissance support during field review of five potential hydroelectric sites on the Kisaralik and Kipchuck rivers for Alaska Power Authority4. Waterflood Project, Prudhoe Bay, Alaska, 1981 -Field project manager during offshore soil investigation to provide data for construction of offshore island, pipelines and dredged channels for Prudhoe ~ay Joint Operating Group. Bethel to Napakiak Road, Bethel, 1981 -Project manager re- sponsible for library search, air photo interpretation and field analysis for preliminary design of west terminus of road for State of Alaska Department of Transportation and Public Facilities. Soil Boring Programs, Trans-Alask~n Pipeline Route, 1976- Supervised numerous construction mode confirmation soil boring programs. Responsibilities included coordinating field phases of programs and insuring proper sampling tech- niques were observed in a wide range of frozen and thawed soils for Alyeska Pipeline Service Company. Coal Exploration Study, ·Beluga Basin, Alaska, 1975 -Per- formed preliminary field survey (coordinating helicopter support) for large sca1e exploratory program. Wrote geo- logical hydrology sections of environmental impact statement for Shell Oil Company, Offshore Drilling, Beaufort Sea, Alaskaj 1974-Participated in conception and design of artifical ice island for offshore drilling program. Duties included obtaining and ana)yzing subsea soil strength data and working with project engineer to develop design parameters for Mobil Oil Corporation. Generating Facility, Beluga Area, Alaska, 1974 -Geotechnical investigation and design of foundation for new generating facility in Beluga area. Supervised analysis of soil borings and final report preparation for Chugach Electric. I ·I I I I I ~. I . Harding L.11wson Associates STEVEN A. JOHNSON -Page Three References: 1 Mr. Grant Thompson, Mobil Oil Corporation, Research and Development, P. 0. box 900 (FRL)~ Dallas, Texas 75221, {214) 333-6335. 2 Mr. R. R. Bowen, Exxon Company, U.S.A., Western Division, 1800 Avenue of the Stars, Los Angeles, California 90067, (213) 552-5685. 3 City of Nome~ c/o Mr. Michael G. Horton, TAMS Engineers, 1305 Fifth Avenue, Suite 3320, Seattle, Washington 98101, (206) 624-3532~ 4 Alaska Power Authority, c/o Mr. Paul Ford, Harza Engineering Company, 203 West 15th Avenue, Suite 204, Anchorage, Alaska 99501, (907) 278-4415. ~-·;:;, •• I I~ L I' •: i I Harding Lawson A!;soclates L DALE N. SPANOGLE Job Title: Drilling Superintendent Location: Watana Special Qualifications: Parent Company: Experience: Mr. Spanogle has nearly 30 years of experience as a driller an~ superintendent in Alaska. He is responsible for the supervision of drilling crews and maintenance of drilling equipment for Harding Lawson Associates 1 Alaskan operations. Mr. Spanogle.is experienced with permafrost drilling, refrig- erated coring, soil sampling, hard rock mineral exploration, dam foundation drilling and testing, offshore operations and helicopter drilling operations at remote sites. Mr. Spanogle first performed coring on the Susitna River project in 1957 for the U.S. Bureau of Reclamation. Between 1962-1969 Mr. Spanog1e was emp:oyed by the State of Alaska, Department of Highways and performed drilling operations throughout the State. Harding Lawson Associates Drilling Operations for Hydroelectric Development, Susitna River, Alaska, 1957-1960-Performed core drilling, soil sampling and water testing in overburden to bedrock at the Devil 1 s Canyon and Denali Dam sites in the summer months and at Vee Canyon over-ice in ~he winter while employed by the U.S. Bureau of Reclamation. Duck Island Development, Beaufort Sea, Alaska, 1981 -Super- intendent of barge-mounted drilling operations. Drilling program lasted 30 days over water; supervised two crews on 24-hour basis. Duties included trouble-shooting drill problems and maintaining equipment. Equipment reliability was 100 percent throughout drilling operations for Exxon Company, U.S.A.l Kandik Basin Exploration, Brooks Range, Alaska, 1979 -Geo- logic coring investigations for mineral and oil exploration for Lousiana Land Exploration.2 Kenai Products Dock, 1977 -Used a Failing 1500 to drill five holes to over 100 feet bela~ mudline in 80 to 100 feet of water with severe tidal conditions for Phillips Petroleum. Port of Anchorage, 1975-1977 -Used B~61 equipment under severe tidal conditions (32 feet). In 1975 drilled four holes and in 1977 drilled three holes, some of which were 250 feet deep. The 250-foot boring.was completed in 18~1/2 hours drilling time for Municipality of Anchorage. '.,.' _ .. _ .. 0 I ·.. .. I • 1 r'\ I I . ~~ m [ ( ( [ [ l. ' [ i ' ~ I ~ fl Harding Lawson Associate• DALE N. SPANOGLE -Page Tv1o References: 1 Mr. R. R. Bowen, Exxon Company, U.S.A .• Western Division, 1800 Avenue of the Stars, Los Angeles, California 90067, (213) 552-5685. 2 Mr. Lawrence Davis, Louisiana Land and Exploration, 1675 Broadway, Suite 2100, Denver, Colorado 80202, (303) 623-5759. • l I c I I ( i I t' L l t 1: ' ' l [ ·u''r. . ~~ ' I ' I ' ' l ' ' ~ ' ' ·~ Iii.. Harding L.aw.son Associates JOHN R. CHJ.I.!1BER S Job Title: Operations Coordinator Location: Anchorage Education: Graduate Study, Engineering/Science Management, Univ. of Alaska B.T.7 Civil Engineering, Oregon Institute of Technology -1975 A.E., Highway Engineering Technology, Oregon Tech. Institute-1967 U.S. Anny Topographic Survey School, distinguished graduate-1969 Special Qual if i cations: Mr. Chambers manages logistics support preparations in the Anchorage office and laboratory. He has supervised many field investigations and performs office engineering relative to Alaska geotechnical studies. Parent Company: Harding Lawson Associates Experience: Housing Projects, Kotzebue, Bethel~ and Dillingham, 1977-Present -Project manager; foundation investigations and designs in marginal and sporadic permafrost conditions; per- formed for various regional housing authorities.l References: Foundation Investigations and Design, McGrath and Aniak, 1977-Present -Project manager for studies in permafrost and unfrozen soil conditions for variety of school districts.2 Reconnaissance Investigations, National Petroleum Reserve, Alaska, 1970-Project manager of study providing consulting services and laboratory testing for Husky Oil Company. Foundation Systems, Barrow, Nome and Unalaska, Alaska, 1977-1980 -Inspection and instrumentation for foundation systems for Barrow High School, Northwest Community College buildings, and Dutch Harbor Dock Facility. Native Vil'lage Land Selection Surveys, r·1id Yukon Area, Alaska, 1977 -Used airborne control method with auto-tape systems. Party chief responsible for project planning, log- istics, survey techniques, equipment and personnel needs. Supervised three professionals and seven to ten technicians and aides, and coordinated efforts of 16-man survey party, conducted final review of required computations and field note preparation. 1 Mr·. Hernan Amaya, Design Lab, Inc., 625 West Fifth Avenue, Anchorage, Alaska 99501, (907) 276-5254. 2 Mr. Marlin Knight~ Kodiak Island Housing Authority, P. 0. Box ~97, Kodiak, A1ask~ 99615, (907) 486-5721. 1·~.:::: l I I ! f l ~~ l ~ I . fi ~ k . . ~~ lk. ~ . ' Harding Lawson Associates J. DAVID HOBBS Job Title: Laboratory Manager location: Anchorage Education: University of Florida, 1977-1980 Special Qualifications: t1r. Hobbs has eight years of 1 aboratory testing e~peri ence and is responsible for the day-to-day management of testing activities in Harding Lawson Associates' Anchorage labor- atory. Under the direction of senior engineers at HLA, Mr. Hobbs supervises the laboratory technicians performin9 classification testing (moisture, density, compaction, grain size analysis, Atterberg limits), and performs triaxial shear strength and consolidation tests on frozen and unfrozen soils. He performs quality control review of data obtained from the technicians under his supervision and coordinates testing programs with staff engineers and geologists. Parent Company: Harding Lawson Associates Experience: Mr. Hobbs has provided labor.atory support for most of HLAs' projects since he joined the firm 7 with particular emphasis on frozen soil testing of onshore and offshore samples • . Duck Island D~velopment Unit, Beaufort Sea, Alaska, 1981 - Testing of frozen soil samples for triaxial compression, strength testing, and classification testing. Data were used to establish preliminary design criteria for offshore gravel islands, pipelines and causeways for Exxon Company, U.S.A.l Gas Conditioning Facility, Prudhoe Bay, 1981 -laboratory testing included shear strength in triaxial compression for both quick and long-term creep for design of facility which will condition gas for shipment through the proposed gas pipeline for Northwest Alaskan Pipeline Company and four major petroleum companieso2 Waterflood Project, Prudhoe Bay, 1.980 -Extensive laboratory program included frozen strength, thaw consolidation, thermal conductivity, triaxial compression and classification testing for major water injection development, Performed for Prudhoe Bay Joint Operating Unit.3 u I I; ,, ' . - I . n~ .. : . ' ' Harding Law~on Associates J. DAV 10 HOBBS -Page Two References: l Mr. R. R. Bowen, Exxon Company, U.S.A., Western Division, 1800 Avenue of the Stars, Los Angeles, California 90067, (213) 552-5685 • 2 Mr. Maurice S. Greenberg, c/o The Ralph M. Parsons Company, 100 We~t Walnut Street» Pasadena, California 91124, (213) 440-3474. 3 Mr. John Ko Deavenport, Area Oil and Gas Company, Prudhoe Waterflood Project, P. 0. Box 7232, San Francisco, California 94120, (415) 768-5194. li jj I i 1 If ·' 4 ! '] 1 l ' t I' 'I l 1 ~~ \ I ~ 'l \ n-' ' ~ .i 1 ·n· 1 ' 1 ~ l : l } e I 1 I J .I j li ' il J ~ il' i ' . I! I~ u ~ 4 I 1\ ' I u . . f ~ I • ~ ~· • ~·· ~ ...... J. ~~ " ~~ li' l· ~ Iii > ~· . ' ~· J ... ·U Jt,' ~ Harding L;~wson Associates WILLIAM J. HEHRICH Geophysicist Mr. Henrich is experienced in geophysical exploration and engineering technology. He has worked on hydrologic, geothermal, and engineering projects and is particularly capable in performing seismic refraction, cross-hole, uphole, and downhole surveys. He is experienced in FORTRAN and BASIC computer languages and com?uter graphics packages. EDUCATION M.S. Geology-Idaho State University, Pocatello, Idaho, 1979 B.A. Economics LaSalle College, Philadelphia, Pennsylvania, 1976 EXPERIENCE 19 7 9 -present. ~ 1979: 1978: (4 months) 1977: (3 months) Harding Lawson Associates Idaho State University, Pocatello, Computer Center, Computer Programmer and Consultant Bechtel, Inc., San Francisco, California Engineering Geologist Bechtel, I'lc., San Francisco, California Student Engineer REPRESENTATIVE PROJECTS Conducted electric and gamma logging program to define suitable aquifer zones for hot water storage as part of a hydrologic resour·ce project, Be the 1 , Al i'3s ka. Client: TRW Performed field survey over geothermal site in Beowawe, Nevada and, as part of self-potential survey .• investigated changes in the potential field resulting from varying steam production rates. Client: Chevron Resources Determined bedrock depths and rock velocities along a proposed tunnel alignment for seismic refraction and uphole survey, Sultan, Washington. Client: Bechtel, Inc. Determined elastic moduli over a 1ow-1~;vel r·adiation disposal site as part of a downhole/cross-hole survey at Browns Ferry Nuclear Reactor, Huntsville, Alabama. Client: Tennessee Valley Authority PUBLICATIONS 1979. Gravity survey of northern Harsh Valley. H.S. thesis, Idaho State Uni ve rs i ty. -~: ·,· 1--' .. ~ "':'"'.' q. I I I f I l ! l ! t' l' I Harding Lawson Assoclal•s APPEND! X B LABORATORY FORMS t : l. ! t ~~ . t r ~ l ! (. ! I . I· I ; Harding Lawson Associates Transmittal/Memorandum ·. To: From: Date: Subject: Job No.: Remarks: cc: (1 c. c. I ,., I'W "'' ...... .. . ~ .. I I J 4 I HARDING-LAWSON ASSOCIATES tr~PlOYEE NO.: IT . I I I I NAME -Tu ----¥ -------·~-.------------- s JOB P.!AME I Vlll. JOB NUMllER J I I II It II I~ 1<1 15 II CODE 'f F TOTAL T w s M ~ I I I I I I I I a I I I I I I .,.._ TOTAL CHARGEABlE TIMi: TOTAL-.. PR03PECTIVE WORK AND MARKETING IDFSCRI8£1 "' WEill. -' ~ I I -• I II WEEK ENDING: AUT II. tOMP. IIDII STD 11-Tf. liME I. tiiARCEAIIll 2. P.W. 3. MOUDRY 4. VRCATIDII !:1, SICK I. I:Or.ll' TlliiE 7. MAfti!EliiiO I. 1111£11 NOTES: .. II [IIGII;Etll$ ll C£DPJIYSIC IJ LEDLDGY 14 lAI 15 DIIAFTIIIG II YEHICltS I' IDJHEII ~DUll'. II DftiUIIG I! tDIIT'r LAIDII 11 P.W. PDSllD II Dlll£11 21 II(COVS, lllGUlAII IIDUftS: ____ _ iiVEIIliME IIOUIIS: ____ _ TOTAL IIOIIIiS: ____ _ II I'W 1''11 =·H-1~-1-1 I I i' I I I I I I I I I i+t I I I I I I I ~ ._ TOUL PRDSPECTiiE WORK TIME M Ill !.! ~ I I I I I I I I I I I I I H-1-~ I I I 1-1-H -, '1 1 I I I I I 1 I I I I t--=--1-.:f--1 I I I I-l-l I 1~-~.,.._ VOTAL MARI!ETING TIME NON·CHARGEABlE TIME !UPUIIII II DUllS WORKED ACCOUIITING USE ONLY IIDUft$ I TIME PAl. •I TIME •l 11 Jill nln 14 l5 nln u 11 41141 u CJ 44 J-+ I I I I J-1--1-1 I I I I I I I I I I I I I I I I I I I I i I I I I I I H I I I I I I I I I r · rPROV<D'-~---. :---r-=r --r ~~ -~~=~F~ ~-· -~·--·,..__ lOTALNotf.cHARGEABLETIME------r----n·l I I I I I I I I r! I I I I I! I I I I I I i I I I . I ..,._ TOTAL HOURS I TOTAl I:OMP.- CODIES: C•CONSUUATIOitf CT •COMI'£NSt.TING TIME OFF O•OIIAfTIMI FC • FIEUJ CONTIIOL fl• FIUD INVESJIGA liON Ol• GEOLOGY M • MARI<HING GP • G£0PIIYSICS H •IIOLIOA l' l•lAIIORAfOIIl' ----'"''"'·"'•"-'""n,tl"'~-.: ••••••,.. ........... • ..., ........ , ~• ~~• ,. ... ,..,,,,.. _ •..-roccnrAt . . . cw-corw v.var&TION M • l'lfllll FOnr'IUI\I 1111 • DP.IliJII AH 4 ORtttrR Hfll'lll T • TECHNICIAN U' • lA!IORUClRV PO~T ! ~ ·~ t:Le;t , ......... ". """"'"~ "-""'''-l~::t1 e£<:,~:; [f· ~;j ot""'"'--... ··.~· ·.~.~~ ·-~~ ·-;~ ... :~ ---' L~ld ~ ~ ,.- ;:;:::. \ -: I I I I I ' .. -.. -.... f I ... _·:,~··~it::. ..... -, ... #;·~·~~···"' ., .... ~ .. :!"~':"', .;;,""~· « !-"· ,..': .. , ... .,., ... r.-.,. "'-~"··· .~......... _ .. .,. •. ~'' ~ f . .. ,.. •• ;-": .. 1-·:-· --- ;--~~..;a ;<; --;. i: -· WV ge , .. 17 'J --, ·. ,-f) ,_ ·· .. ". ~ < --~ ~ --~~ a' N " ~ T'l v\ _NT-..... ll\ • ::z: U1 ~ > 0 :r:: ~ --~ ~n m -I ~ ~ . (}) ~ f\l --C9 -Q Ll' " f\J 0 \\\ '0 ~ ?- .-~ ~ rn r . .. ... ·, ; .. . - (1111, : C)~ • at-.. 0 ~ a. 1:1 c. -::T CD ::S -ciiiC Ill • -· C> r-t!. CD • !! 0 ~ "' -. 8 0 ii" ::s ; ,.. • • 0 n -• .. • • ' j2~ fii:rt --t I \} ~-s ~L; -~ z--t "\] "P: ~ If • -' I r - ( ~ I J I'\ '~-. ~' ' I rl I, I rl 1 '-'' ' • ' I ' f' j II II; I '\<-.,. C':l -~t._jj----~~""MIIIIiilir·'~ -<eJ~.;a ... -----------------.----.-.---. UN3WdJHS HO:J S3.,dW~S /• 03.>f:J~d 39 Ol.) ,VNI~!HO i~ t--;c •'-------------------------------------'"""="--------· '1 L~ ~)----------~-------------------------~-------------------------------------------------------------~-:l • ~~~~-~-~~~--~~------------~(·~~a 'atnoJ 6u!dd!4S ~a!JJO~) :s~Jo~a~ ~ =~-----------------------T--~~--?--r--r-~~~~~--~~--,--T--~--~r----------T------~r-------; 1 ~~ ~ : 1 ~ ·~·~rr~~~~~~~~:-:-:-:-:-:-:-:-:-:-=:=:::=:v:=====~------__:-_ -_ --;-1 ·i _._j v ' . ~ ~;~· --.-,-------------,----~~~~~~~+-+-_+-~~-+.-,:~~~--~~~~--------~----~----~ --,-~1: ___________ · ____ ~~~--+~+-~~~~·~·+-~~~-----~------+---~ ~ ~-t.~ ~ ·. '~ • .-----------------t--t-+---t---+--+-+--+--r---t----r---f---;1--l----+'l;;._ /-71---------+-----+-_..;;;o;..._--1 ~ LL: __ _ c (/) -f ~ .t> tTl !i: (/) rr1 ., -i en r-:I: 111 J> z 0 == r- "U c , r-~ rr1 a:J 0 ITl :u ~t~. ---------~~~~~~~~~~~~~--~---~--~ ,<q pad~!4S -·oN ,~afoJd padd!4S aloa at.UON t~afOJd ~J;---------------------------------- \1~83CJ :ld.l HS - SJS!::>!S,(4dOa~ 'll l,s,oo,oa~ 'SJaauJt5U3 •• ,.J:)Ossy UOSM•1 .BUJP.IVH ! :n . . ' . . J I • i ' .. . . I I I I .. . . i . . I . .. . .. • .. . ' ~- ..__ . ~~ br-t n I I (.1 I ~·JiililiiMI'IM~t'-"-· '·· ·-~ -·· ··.'· ''"'·· -, .. ~:~,~.,_-~, .. -_, ,~.;~ ~·.::--· .. ~--~---·-.. -~------------.. ---·------------------. . )'"' 'Iii• ~raJ!!RJ!Mdftti~ · ''' i · ·· · •= ' ~ · ·· ·· ~-~-c-~-~• --·---..tl--~---·---...;:-... ~~------.. ------··--'"''--'-----.~~-.. --.~----··,.~"---"--"--"'"•'·"" . :t,.,. ,.. ·~\Ji!~t . v,rf~,~ ~~<If~,} ;•',?.1 •. -...,;"' ------·-.....----• » --· ·f.~\:.;; ----------........ .: . .., .. -. . . •rj;'fo . -\ ; -i' ··~ ·~--··-- ___ .._ ___ _ J J J Sample ... Designation BORING NO. and DEPTH(ft) Soil Class ~scsI SOIL GRADATION (~) ORGANIC ~0 to 200J CONTENT -200 (:t) CfasslffcaUon Tests A HERBERG LIMITS LL I Pl I PI yd (pcf) w 0 .(t) Gs ELEC COND Secondary Tests FP I PORE I THERH I ~~:E f5ENS 1; Txuu 1 rxcu (•c) YATER COND JTIVIT\1 (psf) • CHEH (psf) lfHA\J- TXCO I DSCD lcoNSOl~ONSOt' (;!;} Geologic l and Other Test\1 ---1 I I I I I I I I I I I I 1--1 I--I I I I 1-1 I -l--------1 --1---1--l I I ! I I ~--1--1------1 1 ~ 1 1 I I I I I I I I I I I I I -1 I I I I I I -1-. t----i I ! I I J I -1 I I I I I I I I I I I I I I I ,__, ___ , ___ ..._-~ t---1--t--1 I I I I 1-1 I I I I I I I I I I I I I 1-1--1 1 I i l I I I I . I i I I I I I I I I I I I I I I I '-•~·--------~ I I -I• I I I I I I I I -I I I I I I I I I I I I=J-il!·-------1 • • __ , 1 t 1 1 1 1 1 -t 1 1 1 1 1 1 1 1 1 1 1 1 1 r _ I l-·~--1 I . I I I I I I I I I I I I I I I I I I I I I I I I I 1-1 --- I ~---~----1 I I I I I I --t I I I I !· 'I I I I 1-l--1 I -1-----t NOTE: Refer to Plate for definition of symbols and abbreviations. --··----.. - -_ ........ -_________ ,_..,.,.,. __ ----·-..... _. ____ ------------·---. J I r=-·-t___ __ • _.. -·-·w------------"' --~· . .. ., __________ _ rzz=-= Harding L11waon Aaaoclatea lii1 Engineers. GeologiSis; & ~~pt!ysic:isl~-___ -· __ _ • '"' ~ ·-------------". laboratory Test Summary --. rv.l£ ll'l•--'041 "VUB!II •""AOvtOI OAt( R(Vl$(0 Doll rJtK ....... i r~-~ li:..'"V!'!.--1! fl'£;~ ~~~ ~ ~--r~ j-.._" ....... --;-,., ~ .... ·-.(!. .,..., t~ r. '!'" "!~ ,.....,;-; .. · . ... ~\ ;"':,..,_~,:. -~ ;-.,._ '!"' .... _. ---·{ .!.. --~ I :_.:j . ~ ~-;;; ~--::::jl .:!:;:.~! ;:"-·:-·..-:J -~-"'·j --~ ~ ~~ ~~ ~ .l ... -~~-<J ""-'-- ,.,... ___ ,_ .;;;; 'h::-iit ~ .... -;!) ~ r :Sil •/:- l G· (\ ~·· .. ;;;. ·, .. '!";, .+ ~ ~ .. I." ~ • "'I,: 17~--~~-~~f~~i,~~:;~~~-~---:~GR~o-Al'lo~-----J--~i?t.': -spec's. 4 - 3 i-t -:1--r-J t : ( ~~~~~~~~~: j L_l I t IV1·" SPECIFIC GRAVITY j Fine T-84 I I LeCiioteher Deoth: . Mat erial: 3/4" 1/2 A Oven Dry Weight Flask R~oding N Volume of Flask 500 Apparent Sp. Gr. SAMPLE T"fPE: . :318 1 Total Weigh I PreconstrucliOI\ ~ Weight of Flask Coarse T-85 i--· Wt. of Soil S.S.DJ. 500 A Oven Dry Wt. ... Wt. of Soil 6 Flask 8 S.S.D. Weight Information Ouolily Field Control Pon W Wt. or Vol. H10 c Weight in H2 0 Check ,,. . AxB -Total 4 8 Bulk -vw-But~ -~- S.S.D. -~ 'Pi--S.S.D. ll~ Ap~. JY·Wt-ADD. * ~00-A] V///////1////////// '7///////////1/LLLL/ ProQrns Record Finol Record Other ---- 10' I ABSORPTION ~6 S.S.D. Weiaht 500 S.S.D. Weight 20 Oven Dry Weight Oven Dry Weight 30 Weight of H20 Weight of HzO Unified -40 0/o of H20 0/o of HzO FSV 50 --__ .'I '• 60 -80 100 I DELETERIOUS MATERIAL C//////////#2 ::H~~~·t ~1}1~~ Diff. 0 /o Del. Specs. •Organic Content . I I I 200 Soft Particols Total Sticks fl Roots Y j0 /0 PASS.I I X If Y Cool 8 Lignlt{~ Cloy Lumps -# 200 ·/;///V///h ~//// Toto I Deleterious ////h-V////. ~//h 0/o Elongation Organic lmpuriti es Ports Per Million ' Fineness Modulus 40 I ATTERBERG LIMITS • _M_._~ . _,_ Can Number Wet WI. Soil a Rinv wt. of Rioo 50 6 1 'so ·-V//~ Number of Blows -· Wt. of Wet Soil 8 Tore We 1 W t. of Soil \i (:--1 ~ 10( Wt. of Dry Soli 8 Tore Weight of H1 0 ,._ 200 Weight of Tore c ·ofoi lQ, 0 2 mmT 6~0C?5t!!1)) Weioht of Drv Soil o/o Moisture , r·-------,--------.. 1 • (/ ~--F-'_.-s;=::;:n ... _-.H •rdt~_-~-l..•w~M>_ ""-.4.aao~.l~~:jl ..---~1 ~_::-;.;---=~J:t. ·_.·. ?::._ "~.J' . .t=_~·a;!. ~-~, ~~ . JlfH_il ~"8_~:~~~~~~~~~!~~-·s~a _ .-_ .~:: ~~-1. ,.........,... .. ·--..·· ("""' _,..,., ~\ ------e .. , =e?• ~ < ......... " ~~·~t --· ••. , P. I " I ~L l I n L ~ .... ; ~ i· . ·'~-..:!l.S. . ~) I I· I l __ ... -.-"':{ ·": ::-~~: r::~ ~l ~ . ~~.~· ~ 1r " -##Z!!!!'-~ -~~.11. •!II•._ l " J -· _ ~YlL 11~ U .t../\ r J'\V.L .t.~ ll u t .. l LKIV\U'i/\.11Ul'f ...... c·-.J ·:tl··h·c~~.-:J ----·c.····T··--.·-.... i .. ·a.:··.)·· --~~~ ~ Lab. No.: Party No, BorinQ' No, Sample Noo T Bottom Deoth ../ Date ilL l2)-GRADATION: (3)HYDROMETERS; Jar Sarnple .! '"'~ If Pocket Pen' t. ' Sieve .. ..,. Total Wt. Hydrom. No. Time Tempera tur~ Reading % _,. Sieve cum. % 1 Hydron1eter Sp, GR. l • weight Retained Pass. stze • 1" . 1 LL. ·PI. Dens it)' 3/4". . Water Content . 1/'2" . Organic. . . 3/8 11 . : -Classi£ica tion . I 4 . ~4)H~DROM.I:TER SAf\1PLE \VT. 1---~SPECIFIC GRAVITY 10 . , -I 40 . . . . .. 200 : Thaw Consol. ·~ ' Permeability I Triaxial J . • ( I (6 )LIQUID LIMIT: ~7 )PLASTIC LIMIT: (J \'Jet. Wt. Drv Wt. No. Blow Tare W.....t._ Wet1 Wt. ~· Drv Wt. Tare Wt. I -----------~-~ _(a) NATURAL DENSITY: I {9~ATURAJ., WATER CONTENT . 10 ORGANIC CONTENT: \Vt. in air gm Wet soil & tare gm W t, unburned Wt. w/paraffin gm · Dry soil & tare . lgm Wt. burned {) Wt, in water _gm Wt, of tare lnm Tare Wet density IQcf Wt_, of H20 ~_!" i[!m Water content % W t. of drv soil le.n' Dry density pcf i% Moisture ., l:!-~01:! F<;1.tL,J,C E fkf:'SS~E,,3 ]iL1c3,)Cf?~f F00~0RG~ ~IC l?_P ~!._,c. ·ii -~J~~----~---~~·~·--~-·-~-·-=~--~ ~,.~:.~.=--~1f . ' ~---~--' '"~-~i:.w~,!.<i-1! ~.,..,... r-__ •. • 't \\ ~ ".(_rs ··''-------• . __ • \\ .. · j· · ~ ·--·----~~----·--~\ ' ' ~- ,~--- .... ."~J~DDIJ-~1\ ... H u )11 ' . ..J , ... -' -:'I . l.l [ r ,.J ~"' J ... ' . . - ..., I .; c, . ' ;~ , J r I I i' ·i l 'J t ! j'\ 1 r I• ! • I I !o~ i i j, I r l ! 1 I ,. . r I , I ~-·· _________ ;.. ... _,_~-~~ : . ! .... -·.. ·n .-----~------~~--~--~~~-------n.a----~~ ·r; • • i J ~Ttl< ~~ -a:t-lSOLl rrtr!OS 'I £S1' j 'Project: _. . = §b Uo. , ~;-· I _ I -'f Bole Ho. Sel.mple No. _!b~::.~ ~-",, _ J~tu~ ~· . _ J rn r:==lt!:t' ~ w t..icl_ tb.L:::t~t. 1·~ v102~ 1 s~ric Gnnri ti·r !P'=2 .4 :5in•6K~J 1-f::l 1.z ~9. 9 t: cri2 . 2H• o. eo ;., . .. V s .=J l G " --i I'IDi WE! G-ITS lind ror S1"URt; m .rm rrs t~ BEFORE ,rsr 1 AFI'LR · 11:sr , ·-~-r-·~~-:~j flu_. b --. -···· -t , -_\:":.:a -= ----l k--• ~ s..JJ.S tUI"'e f:)~~::n ~ ~ -_ _ ~pea~ ~la ~icn Forticn J.otcl. :~ft lero:t.•inP.r: lli. · i .. ~; c;'t Sci 1 t O::ntain~. ~. ' :Crt Soil t Ccntainer. ~. -! · . . · :1 Loss of \-;at <Or, =. ., ~ Caitainer t,;eight, grrs. i ·w::e 7 ~t of rrr SoJ.lr g;:::s. =w:s )TI Weiiiht of fu1st Sc>1.l, ~-. _I Koisture Ccnte:nt, \ = w . -_ J ;eight of Solids: 2 H0 = Ws x 1 = _ ><A-'9 ~ x 1 = in., ~ a :J G X A 2 • 51+_ . 2 • 514 ' I Initial thit \>teight: .r;, : W X_ S2 •" : (Ws= ) X I.OZ.T c lhs./cu. tt.:·~ (Vol~ '1 ~.:3:X.irum I:'.ensity, l.ba./cu.ft. ... Initial Density, \ l-'.=!..~ ~i!:f! > ~] CCMFVl:ATICtlS and ~ . ~ ;J Date e. _ ~J a .1ooo 1 • ~gg ~ 1 r 1 ---r 1 1 :) I I = t l ~8! _J l I I · I . I :) F · I i J~g t · ! · I I I I ·1 ~) 25 600 1 I t I t I I ~] 1-I I q I I I I I · I . ~1 I ~~ e Be.fare_ Test: • \ After T=t • ~ f .. ' ! . . rJ • • • ! ""': ,_____ f .. l-2H -7H_ 1 l \ ! ·H ~~.a: Finales 2 =:Q·:=r{ZHx2-l • J Ho • Hoi !;' ·--..JI.....;._, _____ .. ·~ l J f ~ ~10'.11. -~~ ... ~eli~::,.,...'?._,__-~.,-,--~. -,·· ... -:--............... -~-~~-~---.~ --•0 ·..,----·~-c-----=-~~~--y------------.---·. ~ ~---~:Jt~~;)S I "'·!''ir·~;:-,r-;j- .. ~~~:',? <> -.~, ~ h --::- i 0 r .. ~ .. !.: ~5 .. ~ d fJ 'f""!! il • I " JL.., ...,_ [ D ·n .. ~ i' i ,_, i-* i. ~~ r ; I I :~ ! ! • TIME-CONSOLIDATfON DATA · Sheet of--- JOB -JOB NO. . BY_ _DATE · ·n- BOR. DEPTH UNIT NO. TIME RATES .fC tj•; Elap5oed Time Deformation !i · --10 ln. Dial Rdg 1 D-q Dzste t l Elllps.e:-d Dial Rdg Deformation Date t Pre.~sure Time Time 10-11 10--1 Pressure Time 1 / / , Min. n. / I ---+--= .~- 1 1 , 1 , • I --L-I I >~r~ I u:n. ,r .. r-------t-----t-------11--------+------------~--------i~------1------_j~ ,. "----..----__ , _ '.: ~· f -...... ln ~ I I II I lJ , I I I I I ,._,~-------·------~r-------~------------------1 ' 1&-, '•[ I I I I --T II • I 1-I I :;I-I ll I ·. I l. ' . ·_,"1-i ,) ' . i !U l f lT1 t ! )w ·P ~~~==~~~~ f . j~ '•"' lu I lr: I I i' ' li..J l !f"t ' ~ .l ]~ j_j I -~ f_J - . I i "1 I f. f I I II I I I I ~{]., 'fl • 1-------+-----+-------.f--------t------------it· ----~--t----. ;G r---r---;---+--+-------U-· ;~,,_ ,·-.L ,I I I II I I· I I · f;'J- i~A- ~--------~-------4----------+-----------r-----------------~+------··----~---------+-----------~-----------+-----------------~ i' I", .......... (,j f ._,.,__ ;~ }l -] . 1 , , 1 1 · r; '::::: , J I I I ~·~ .:1 "lga r_J . Remarks: ,.. L-..-----'"'" Tested by: ______ _ 'P-, i~ j "IIIIi '--1 ~~ . -.. ..-~-~--.,...., --r·· -er~ ··-~.: •. · ··:) ·',,: ' . . ,, ,, \'• --.. J_. . . .· .. ,".~l'li"'l"""""··-· _.· . ·· 0 r,:, () _ ·. ~~ ~~}.~.: • ~\ ,., r:\ · .. Computed by: ·;:. Checked by: LR t· -; •' ~1 t ' C' ~~ ~A•o-•••••~·•· iJ - -} f.Ll .-. L. : I ·.,-:!! L ' [ L1 GJ .. 0 ~ a: -· J' PRESSURE, (psf x1000) 0.1 0.2 0.4 0.6 0.8 1 2 4 6 8 10 :;"~; I ~;_ • ~.' :?.tl 0 " ',,\ (;, 40 60 so 100 Cl 0 I I I I I I I I I I I I I I I I I I I I I I f_.J,__-+-+-~- .~.__. t 1 r. l ! Ll I i. D t I t I I r 'l.t 1 ,...-\ I 0 > ~'7 _u o 0 • -c: -•0 X c:,_ Cl.l--·-10 (.) (.) -o Cl.l ==..::. -ON C!) ... E 0 c: '"'8~ 0.1 0.2 0.4 0.6 0.8 1 2 4 6 8 10 _, T""" ( ; PRESSURE, (psf x1000) ' . '\ ~~--------------------~-----------------;-,---------------r----------------------r-_,_ ' 1 BEFORE TEST TYPE OF SPECIMEN ~-:~ 0 IAMETER(in) HEIGHT(in.) () J_; OVE,ReURDEN PRESS., Ov~ - MOISTURE CONTENT f wo J psf I VOID RATIO I eo I c, !l PRECONSOL ?RESS .• (Ov~} max }J COMPRESSION INDEX,Cc ~"I SATURATION So .. I id DRY DENSlTY 1 20 4~~ LL PL J PI 1 J Gs ~U CLASSIFICATION SOURCE 40 60 80100 I AFTER TEST % wtl et % St pcf 1d 'J ;1n i=~=--~ Harding Lawson Associates Engineers. Geologists Consolidation Test Report. P'..AlE ·_·:1!.--.J ---• -.. & Geophy~icists ~~ ·"· -t ~ t -t -·~ * ""L ir l -:Jri '-• 'j ,I! ... n·-~ I '£ ~~ -~ "_--,"' .. " <J ·~J- J. ~ r_l " ~~ r _ ... '-1 1 ;;\- ~DRAWN •··-" .JOS«u••BER APPROVED DAlE REVISED 04TE ~--. :~~ f.' r. -~· ·.·~.-,~~~ c! i-J:_ \ -~ ,, --I -~ ... 911g ',' . ~~ ,#+~-·IS& ". 1J - ·, ;:_,.-- ,- ' .. Ji' ' (\ ~:- '" ct'+ '-' I ......... "~"-~ . ~\...;.._-.....,... -_.., ,.,,..,...........,. • .......,,..'>-"'--...,._...,. __ ·~• ' . -~-""'" ~ ''""-"''=~'"'~---'--~-~-~--....o"",:;-,-;:;;::~ ;'"" ~'wc:r;·;;:;---.-.-· c·,...-,..-, ' --- rt _ ... ", I 'i ,..:i, ~ i :.-- ~- ,.,.. i • I ! t-i .' 'I i n 1 J ' ...... ~ J :...;, l ·~ ~-· i .... Engmer-rt.. Ceolo9tS:J . .,c cr-oph>'l'''su 1.·r I WORK SHEET -TR lAX IAL SHEAR ~; ,. ( r Job: Jo:. No. D»ll" . )s.mplt o.a. - Hole No. Depth Unit Nt., OeJ-Crip'.ion of ~?k til"'d R wn~:rkl: ~ psi ( ps.r) S pe: j ftC (. r ~ v It )' , (. • . 1 r . . •No. a. -Nc.. .. ' B•c:k Prer.s.urt Sat.urA\td • ,' PJS ' I WEIGHTS AND WATER CONTENTS . -~( For~nula: ...... Initial Te!.t Befort Shear Aher Shta• •·uer Content. w: ~ X 100 ~~I 'i Tare No. :IT -Tare .. llret SoiJ c: .. T ~rt .. Dry Soi: -~ ~ ... ~-.. f -~ 'A' ate"" .&:. ~ T ere . . ·l -;_s II e\ Soil ~-' 0 ry Soil '' s • = . l tt'.ater Cr)ntent. \ • I DIME~SIONS . \ . ~ . Are.a ~ in s.q. em. ·.J Membrane A. ,.et . ar.. l Top Middle Bon om · .. A~'9· Height in Thick. C.orr. Aru . ,, I' Before Test ' ho = = I Afler E vacu.ation 1 -After Saturatton h = = .·· After Consolidation 1 SATURATION DATA ·;j Oate S.ped.rne,., P I"'':S sures Int. Burettes Sat. Tubes Ouan. Ext~ '•-; ' Ext. Interior • ps.i Top Bottom Top Sot l1::H'n of FLowr Surette v . :j = TW...e psi Top Bottom "X c:c: cc cc cc cc 0 1---= . . I A .J = .J = ' CONSOLIDATION DATA = -'~ Chamber ,. n:s suf"'e, Oc H psi 0 Sketch of Back .-r•ssure psi 0 .. Spc::.irnen rr Oate ,c Hour r----·1 -, I I Strain Dial ~te.ading -in. .200 I I Interior Burettte. cc. I I Exterior cc. I I Votume of Sp-ecimen, V= AxH c.c. I . I 1---· ,. Vc~l.l'l'1'1e of Solids. v,s:w,-:c cc. I I . Volutne of Voids. \fy c V-V5 cc. I !I Void Ratio. • & v..,.; v,. I II Dry Density. 'Yd = '2.• .. ,~ v. lbs.fftl L-. II ----~ SatunHon. S = v.-: V.., x 100. ' t ~ ... u' -,.::; 0 ,-. ~ ~.', r--~''''"~''''CC' ------,-',i; /' fll/(iA,,·D~,~·3-LAF,soN As.;r:.,~.,-,;;rcs L,'~SvH~10RY !:-·, i.Er .. GTH i ES1 s · • ui-.Cvr~rll~r.o lLoo :. . · NO. ·-;;TE _ BY:';._ __ _ : SOIL: _OJA. £CR. DEPTH----~-- ~r . -Slroin-C:. lf'l 10 Lr ,..l Cup~ W Soil I r - . + ... s ., I f ••••• , , o· .... .., -.. . 'toj ,., I '1 0/ I o;eJ -r· cr (psi> C :.; ;: ·r D S o i I I ! ... b I I u t' I I I I -Load Dial I I . .~r r ~iioist. Loss CL'et ~:o. I I I '.','e t Soil I I ! :, t _-l=' c c:.1 ;_; r I , "t Fs c f ')r I ' I I r: I !l 't: (~zf) I I l I I I I ! ! I , ...• ,... -'t I . I Dr·: S oi I f 0":; (psf) I I I I I .. j •• ::1 ..J~i"lSI }' . , l-f M o i s t. Con f e n f I 0/o I Dry Density I J Center ( psf) I j j I I f] ----...L.--___:_..__...;.. __ ~, !'I ' ~ !:E.FLJ~ f LOA 0 PR.NO._ 10 20 30 .!Q 50 6 --co 1 !.~.c.x.-25 so 75 100 : I . c 2 i i ! ! 1 50 ! ! ; !JOO I I l II 50 I I i : z :·O. i 125 ~I -----'!~1 I I 250 I I j ~,:!.> . I I . I . ~ 04 -I ,-, I I I I I I I I I I I I I I I I I I I I I J I; o s 1 1 I I I I I i I · I I I I I I I I I I 1 f'~l~ I l 08 i -~-~ I r~rn~I~T --~~ I I . I I r I ~. J 10 I I I I ' I I ! I I I I I I I 1f.· r 12 I I ! l i I l l i I I I I 1 i I " ' f4 T I I i I . I I I I FAILuRE 16 I I I I I . SKETCH :-1:'. I J I I I r 1s r ! 1 1 1 1 , , 1 1 1 1 1 i r· ~ 20 ~1 . I j I I I I' I 1111' I' II ur I' f I I I I I' I ' ' iY ;! I : I l I I : I I : -: I : I -I -I I I I : I : I I ·1 I~ ~~ I I i 11111111111 11111111111111·111 1 !P ~! r ---TT I I I I I I I I r I I I I I I I I I I F I I I I I I I n ~~ 36 . ! I I i ' I I I ----L I I I I I I I I I I I - ll 3s I ! I I f I I I I I I I I f I I I. 'J l !'i 40 . I I I I I I l I I I I I I I I I I I j ~" 4 2 l l I l I T j I ''1 t 44 I ~1 ~-46 I . -~ 48 I I I , · J ~... so I I J l I I . f - !i s2 f_ _____ I !. I I I I I I I I I I I U I I j __ L__l_I_LI i I I I I ~ 54--~ I I I l I I L..: ss . I t I I '7 '} J 1! s e · T---t I I I i I I I l I I I I J I t f I I I T-1 -I 1· : so I ! I J I I I i T I I I I I T I I T I I . . . . .. , ~-.:__?2 i I I ~ ' I ! I I I I I i ,_<;f ·tj l ., 64 I I I ! f I I . I :, ·1 s 6 I I I i I I I I I I ;J '~ oe t -~'--! _ l I_ I I I f_ I I I I I I I L J I I I i I . I : ; : · l : ! f I I l-T I ! I I I I I I 1 I I i I : I 7t= I I : : ; I I I I I I f I _j I I I I I i I I I I I i i ;!-J 1 Ul-7 4 I I : ! : : : 1 i I I · _L J ___ L I I I I t I I I J I I I I I l ·-·-I I -: I . I : . I I T-I I I I I I I I I I f J I I I 11: ~ -s ' · I • • f I 1 f I 1 I 1 , ~· . -~ ~ ; : : : I I I I I I i I i : I . . ! L\ ! l ! s ' . . . ' I • I . I I • c:ll:rl. :lt"i..... ~-=-.. ___ " ~~_,.~·. -~--· .. ~--r· . -G ...... :~.,. ... _~l·.· .. · ...... ,.. --':· · .. , . . . . ~ ' -'• •' . ' . ' .:, . ' ' . ;:.. . . . " : ' . ~ ., .. . - I ....... . I ---,.--...:·· · •. ,, 0 ,._, '~) n ~· ;Jr.., ___ _ ' , .~ :.J ,-.. .. - ) ·'"' . ·.' ,:..J r~ L. I -I • ' :- i- 1 l l ' . [- \ } I (' '. l ~ I; ~ t i ; n u i 'r3 L I I ["' J i. r ,~ t., ~- !- '' t-- 1 t ~ ~ I~ I·· 1 ~ 'l J .. I j-, :;!~ -0 0 Q X -"' a. -~ w cr: r-r.n 0:: 0 ~ -Gj Cl 0 8 X -"' c. - (/) en w a:: I- (/) a: 0 ~ Gj 0 I I I I I I I I I ' I I I I I I I I I I I 1 I I I I I I I I I I I I I T I I I I I 1 T I I I I I I I I I I I T I I I I I I I I I I I I I I I I I : I I I I I I I I I I I I I I I I j I I I t "' I I I I I I 0 5 10 IS 20 AXIAL STRAIN· (0/o} '~., !-· I I I I I ~ I I I I I I I I i I I I I I I I I i I I t I I _I I I I I . l I I ! _ _! '1 I I I I I I I I I i ' I I I I I I I I " I I ' I I ! I ! I I I I I I I I I t I I I I -, I I 1 I I I I I I I I I I I I 25 I I ' : : _l ! I I I r DIAMETER (in) : --------- HEIGHT (in}: r ! MOISTURE CONTENT {0/c): r IF ,, . ,, D~Y DENSITY {pcf): !' i CELL PRESSURE (psf): --. -IT SHEAR STRENGTH (psf): ____ _ SAMPLE SOURCE : 1 CLASSIFICATION: ~~ ~i~ ~~ ..... ;J DIAMETER {in): ;I HEIGHT On) : '· MOISTURE CONTENT (0/o}: J DRY DENSITY (pcf): _____ _ CELL PRESSURE (psf): ] SHEAR STRENGTH ( psf): 'J SAMPLE SOURCE: ______ _ CLASSIFICATION= J I II I 'ij ' I I I -· I I I 0 5 10 15 20 AXIAL STRAIN (0/o) Harding Lawson Associates Engrneers. Geologrsts & Geophys1crsts I I I I 25 U nco n solid ate d-Un d r·a In e d Triaxial Compression Test Report ,£4- ~ ~ ' 1 t ~,j. PLATE,-' i t-::1 1 '"'ill . ~ ----~C~RA~W~N~-------------------J7.0~l~17t.-~~~~'S~E~R~------·------------,_~P=P=R=O~V~E~O~---------------O~.T~E~----~--~~~F.~V~IS~E~C~-------=o~A~T~E------~;:--. ~ ' rr~ L--: ·~~--__..,.,"""'~~ .... ,..---··--,-r.· -· • (.,-11 -.: ' ---.. 0 ~ . ' -------... > .. · .·. ·/),{)-:,~,"·;'·.·: ~~ .......... -..... "·' ""1 .. ",. . . . '·'' .. ' :..· .. I i""\ t > ~~ f \ I·~ ~::_;, ,, r· -I . -~ . . ... ,.,.., .. "~' ·:>:~~}".~::::.~·;;, 0 -.... ,, c " -,.1, I j t 1 l l \ L.. ~ -~1.1 i . • 1 t . .. f 11 - 'II{ 1 • ' J ~ • • .. '1'\ ... - - i ' I l ' I ' . en <f) w a:: f-en a:_ o• ,_-_ <(.---. -... u >'0 w-.. 0~ .. .., o'O WI . N"-_"0 ~ <( :E a: 0 z 0 w cr ::::> (/) (/) w a:-a... w~ a:-o ... u Cl..'Q c ....... w:::l ~<J ..J- <( t- :E a: 0 z 0 . . . TYPE OF SPECIMEN D IAMETER(in.) J HEIGHT(in) OVERBURDEN PRESS.,<lv~ I CONSOLIDATION PRESS •• ) Oc STRAIN RATE - LL I PL CL6.SSIFICATION Harding Lawson Associates Engineers. Geologists & Geophysictsts .JOBNU~BER ,. ,,· r;: ::) " 5 .. ~· . •.. 5 psf psf %/min "· . . . r 2 . t !( ~ a: en r en UJ ~ a: ,_ ......... tnQ w'-:.. r, ...J-a_ .. ~ u'O z ....... -.. _ C::'Q r..., a.._, h w ~ J > -. f- (..) 1T w ,J 1 . u. . t.L. w 10 15 . 20 ;l AXIAl STRAIN (%) Yr . 4: ·~~ a: w f-"""" w 0 Tl :E- <( -a:~ i .. <( 'IIQPf') CL. '0 <J .... w<l 1 1 cr a - . ~::srq i cn<J <l . :::;~ a: ] Q.. w a: 0 1:1. . . 1 . ,. 10 15 20 . 'J . AXIAL STRAIN (%) . -J BEFORE TEST AFTER TEST MOISTURE CONTENT wo Wf ;t -- VOID RATIO eo ef ·~ SATURATION So Sf -fd Td ~f. DRY DENSITY pcf PI I Gs -,.I '~ 1 l SOURCE . t+- Consolidated -Undrained PLATE Triaxial Compression Test R~port B ~PF~OVED (.'_ :1 ..-.-----~D~~~J~E------------~"~c~~.~S~ED~------~O~A~l~E---------~ .. ~ (I ···. I ~ I ! . :.J 't.. 't: ' lr' ' {'"'' i i l ,._ I ~ I r 1 I u I !""' I . l ~-~ t I - l ' i - f i f~ II I I ~ ! !l . t ) .l.J j I ,11 :I: " -:. . ~.,.~"' ·"' . '' 0 . ~ . I 1--+-...,....-t-· _.~-!l_i,_f-_ 1 . I . , l l 1 1.--... i T T i r I ~J_ I I I • . ; I i. '; i' I.'....: I i . I! l . I • ! . • • ._:.' • I;, • l • I • T jT • T'i (/') r-r-~~ ' t-o•-;-t-.;_ _, ~~""'t r I • i 0 ! I ' • . I U) . • • . • . . f' UJ : : I i . I I I I I I • I • I • ; • • ' I I ~ I a: I ::. :.··It 'l'!·t jl Ti;:•ll! 1--I • • • • • • • • • • • I I • I ' t I I . I • ·-L...:..... U) I I I ...!...!....:.. : I • I I I I : ! ! . I l • ' ! • i . -!-~1 I "· ·,~ • -• : 1 .. • t • • l " • • i ; .. ! • ~ 0:: . . __ ........., _ ___..._ . -11 0 -o I I-~ i • o o i ' l ' ' ' i ' ' t ' o I ' • , o ; l o .~ 1-I ! • I j ' 1 · I 1 , • , ...,....-.' -·--+...j:~• ...1-..;..' ._J,... _.'-'-'-1 ~ ,-..., . . . . ......... ,..._~ ,... ~-cJ ••• I • ; I • • • .• ...._I •• I I I ; I • • • ' 'T :I I :--~....- -0 1 : • 1 • • • : • • • • -f • . 1 ; • . 1 • l · : · .T 1 ,-·r-G:; ~ I ! I I I I I I i I . • 1 • ...:_L• I -, •• I .-I I I I . f'" o-., : · 1 • 1 ; . • 1 • , • ; • • : • • • • . ~ • T . T y 0 . : i. • • • !. I I • I • I •• I I : :' •• I I: ~. o • I i : 1 i : 1 • : , +-r' -r . , . , I • • : : • • ; 1 r~ I , 1 I ~0 I i I : ! : • I I • ! . I : • i i I I ' I I I i ! I ! T ' i ! +-+-' i I -~ • ! t . : r ' , • ••• ' ! I . I I I .. I • I • I T I ; i :I 'fr • ....J i ••• I . • I • • • •· I : I I • • • • . I I I I l • • { i ~ • ' : • I ~ I ' I ! ~ • I • I : I I ' • ! • ! I I • • ~I :E ~ . . . . •• I I I I ~ • I l I I . ..i... • I I I ! • : I • I • • • ~...:.... ~.: • : 4~ ~ : : . : • I • • • • • • • •. i I I I • 1-r.: • • : .L--+J I .. Z -r~::~···· :.~ :_!.1 1 1'·•1 •1'1 .,, ·~-~l . 0 . I • j I ; • i 5 I J I i -rT : j • JO : i i t 1 ' : 15 . I • • -;......,2() ~JI AXIAL STRAIN (0/o} rr; ~B.: ·J-~ ... -·l~---~~! .. ··f· :.t-1~!-•lJ.Ltt·t~-,_ .t ':t -j--1.... II ~ - -•• •f."~ ~1-f ~-1-• • 1-1-. -+· 1-• • 1-1-T I---j~-. 1-,_. 1-· 1--· t·l-1--• t-+ .. . . . ; ~--~ ~ 1 I-)--~~ ~ . ' Q • f-f-• • I ' -~ ' •I-• • •f-1 • 1-• 1-~-6 • f-•1-• I ~ ~ I-+--,I-. + ·-1-··f-t-· .. -.. ·:r. ~-1-··1-·1--••f· 2... <t ~-~-·-1 r-1-1-· .. -1--1-1-,_ 1--~-1-·-.. _,_ ,_._, . 0 Q.. ~~---1-t--·-• 1-·. ··f--.• J. . -t ._.._ -~ 4-~4-1 ,. z ~ X 1 'I _o_ "" I l J <f.' <.,;-...... -· -----• -I--. ;..-···-"1 +-. r-. ·-~-• . -·i-1-· i ... 0:: ,! ·--· . --+-.. .. . . ·--. ·--.'-:..· --. .. ,.;, ~ 1---- . . . ·+-"-"-f- en ~ t-'-·--f-· t---·f-!--:.. -··-~--· -,--f-·-fJ u > ~ ~ . -~-. T . -. .. -~--. . ~ --~--· . ,_-·--·t .. -cc ' !---'-----1-i--·'r---1--f-· i-f--· . "1--·--1--·i· ---1f-~ 1-----' ..-.> --·-_...., -~---,.-f-+ 1 -· ·r-t--· -·-1---w <J z --·-~--· f-t-f-!--r---. ~--~ ~--, 1-1-1-•• ~-0 ,. ::::> en __ ·-·-I-· 1-· _ -• • 1 + 1-. . 1-4 .. ._f.i.-t ~-} --;I ...J f3 f-1--.._ • f-·! 1--'-~-!--H -< ~ a: ~--·-· --· .-4 · · ---f-· -u 1.. ·-.. :_ ... -·t-· > Q.. 1-1---~~--• -r----1-:... -___ ,_ ~ I 8 .. -·+· . {J -,-. -1---1--. . 1--f"·;,.... -· "'"" • . l) 1--"'·f-. 1--...J.. . -1---; ·~-• R= i-1- f-· ..... ·1 ·-. . 1--• --·~ i-· ~-r-t·· . -·1-'-'--+ .... ~ 1--4--....... 1-H--1-1-.1-f-~-• ·; a' · 1-· -1-· r"T · · · T ·H-. 0 5 10 IS 20 •rt AXIAL STRAIN (0/o} 1,J TYPE CF SPECIMEN . • BEFORE TES·r AFTER TEST-J DIAMETER em.> I HEIGHT lin->. MOISTURE coNTENT wo % .,, ·r1 OVERBURDEN PRESS.,P0 psf VOID RATIO e 0 ef t ... · CONSOLIDATION PRESS.,O psf SATURATION So 0/~ Sf -~ c~ STRAJN RATE 0/o/min DRY DENSITY ~d pcf Xd P-~ LL JPL 'PI Gs t' ~----------------------------------~----------------------------------~------~----------------------------~-----------------------------------'!, .. , CLASSIFICATION SOURCE '·~~ ORA'NI'II Harding Lawson Associates Engineers. Geo!ogrsts & Geophys•c1sts .JOSN;.:MSE~ Consolidated-Drained Trlaxla~ Compression Test Report .r.r:;;.;;:J-'F~ OA.TE ;:;EvrSEO OATE ,- P~&oT~ , • ~ .:.-. : !"~ .iii (! (', .·'"'ij1~4,1f~>,·· . .,i'lfi~ll'~~..-~ r ~ . -~-·....4?.::1":: ••••. c .• c_w·•··"····-·----~--·--····:...: --··--······"""-·" ··········-···-:'-... _.,, :_ __ ;:_::.~:.:!JL •.. -......... ... ..... ...... ~··-----·-·-·--~---·-~-·•--." -~~-·-·--__, 3 -. . 'il L=J ,. _jl ..,...,. 8 lot -...II .. Q. -V) rl fl') LLJ LJ a: J- CJ) 0: rl .. . L ~ l ~ ._. _. : . ,..i -~ I t _, 'J l. -1 E I·~ - l ..:l LLJ :; i C) I Z . i...., I < I -• , :::t: ! ~· (.._\ l.J I I l-, i I • ; :.1 I 11 ~~ I , l '; jj I . ! 'l l ! l I : I • f ~ I ., ! 'I l • I CJ) (/) LLJ z :!lil: u :-.... l. - ~~1 l l II 1111 l I 11·111: ·H IIIIIIIIIIIH l I U II H HORIZONTAL OEFORMATFON(in.) II II II! I I Ill I I Ill !-++-I' ' HORIZONTAL DEFORMAnO~ 0fl) I g::-I Hard~ng Lawson Associates Engineers. Geologists & Geophysicists ...... 0 8 IC -., a. -.... .... V) L&J a: t-en a: < L&J :l: en f i' ; I I I I . . ... NORMAL STRESS (psf x 1000) Test Typt: C~nsolidated Drained Controlled ____ _ G'--~------------ Test .No. A 8 c .. Hei ;~t (in.) Mo.isture Content 10 0/o 0/o o/o -Void Ratio ·-c: • -Saturation 0/o 0/o 0/o Dry OensHv (pef) ' i Tirr.t for 50°/o i -Consolidation (min.) .... C) t-Time for 100 °/o • ... Consoli do fi on (mirt.) 0 -... co Void Ratio after Consoli dot ion c; Moisture Confent 0/o 0/o -cy; I; Voia Rafio ·-"'-Saturation 0/o 0/o 0/o Normal Stress {psf) Maximum Shear (psf) . ...... Time to Failure (min.) . Sample Source Clo~s if ico t ion - Direct Shear Test Report P!..ATE j J ORAWN JOB Nl)MBER ... PPROVED 0"TE · "EVISEO O"TE ~ J---------------------------------------------------------------- .......... ----, ~.,.. r-· t''"" r·· li 1 f?~c•-., ! • . . ~ i 'ff ] fJI. ~~ 'I I I 'I WI ~ ] ,, '•i 1~~---· " L_ = --r '~----...... .... --~---~~~-~"""""'''"" "'"]." i,! . · '"· . ~. . .•• :. . ·n·'"·, ~~,-~·< __ • APPENDIX C QUALITY ASSURANCE C: - r- - Harding Lawson Aaaoclatea Eng•neers. Geolog•s1a & Geophysic•sts • - Quality Assurance PROCEDURE /INSTRUCTION (} .;-, --.:·-, , .. , ubject: __ E....,_q_u_i_p_rn_e __ n_t_c_a_l_i_b_r_a ___ t_i_o_n_a_n_d __ H_a l._··n_t_e_n_a_n_c_e_ No. __ 1_2_._1_._1 _____ Rev. _o __ --------------...:...-----------Issued: l~arch, 1982 ----------~~---------------------------------------Supe~edes: __________________ __ [repar~Bv=~~~-~D_e_n_n_1_·s ___ H_._F_u~r_b~y~~--~---~~----~Date:~--F-e_b_r_u_a_. _r=y~,_l_9_8_2~--- Approved Bv=--~-------------------Date:-------------J[ 1.0 ~~ 2.0 ~ I t H .J --------------------------~--------------Date: ________ ~-------------- ----------------------Date: _______________________ _ PURPOSE This procedure pres~nts methods for identifying and documenting the ·calibration and maintenance of measuring and testing equipment used by HLA for safety-related.p,:ojects. EQUIPMENT IDENTIFICATION 2~1 All operating equipment that is used for measuring or t~sting on safety-related projects shall be identified by a mgnufac- . turer's s~ria1 number, HLA inventory tag, o~ other rell~ble ~arking to indicate each specific piecie of equipment. The exce~tions are haridtools or equipment t~at c~n be checked .. either visuallr or by simple physical measl.rements; these can . be identified by type or generic name. . . . ~ 2.2 Each office ~r department shall prepare and maintain a list of equipment req~iring calibration and maintena~ce; Form ' QA 13, or equivalent, can be used for this purpose. The list 1 -~(Use additional sheets as necessary) (""i \ •. .?, Sheet _l_ of _4_ - I I l J j I I l I ) I ! L .I ! } , . ! ) i J r 'l - Hardlnv Lawa.ol\ Aaaoclatea Engine-ers. Geolog•sts & Gec~JhysiCJSts Quality Assurance should give the name or type of equipment and the identifica- tion number, along with the frequency and method of calibra- tion and allowable tolerances • . · CALIBRATION AND MAINTENANCE CHECKS 3.1 Measuring and test equipment shall be periodically calibrated and maintained in accordance with the ma~ufacturer•s specifi- cations, operating manual or instructions, or other commonly accepted standards. The method and interval of calibration should be based on the type of equipment, stability charac- teristics, required accuraey, and other conditions which might affect measurement control. 3.1.1 If there are no spe~ific calibration or maintenance procedur~~ av~ilable, they should be prepared by knowledgeable HLA personnel. All calibration and maintenance instrqctions should be kept on file in the appropriate office or department. ~.1.2 Where appropriate, the equipment should be marked by a I taq or sticker to indicate frequency and status of ' calibration as a reminder to oper~~ing personnelo The 12.1.1, Rev. 0 I 2 of 4 - (t--\ ' \'. -, ------_,;..--,.-...-~---------,_- L ~ ' l I 4.0 i' I r I t Havdfn.g Law•o~ Aaa.oclates En~ln~~r~. Geologrlts & GeophySICISts Quality Assurance equipment identification and status of calibration should be indicated in the daily field reports or on the data sheets. 3.2 Whenever possible, calibration equipment should have a known valid relationship to nationally recognized standards. If none exists, or t~is degree of verification is not appropri- ate~ then the basis or standa,d for calibration should be documented and maintained in the equipment file. CALIBRATION/MAIN~ENANCE RECORDS AND DOCUMENTATION 4.1 Eacn offi~e or departmen~ shall maintain records of equipment calibr~tion and maintenance using Form QA 14, or equivalent type of card file. This record should indicate ~he date and by whom all calibration or maintenance checks are performed, along with the results. Routine checks performed only to verify operating c:ondition of equipment prior to use can be --_ ... _. indicated directly in the daily field report or on the original data sheet. 4.2 All required culibration and maintenance checks shall be reported tQ ~od verified. by a supervisor or oth~r qualified . personnel. 12.1.1~ Rev. 0 I 3 of 4 -, l .- 1 I I - I I-I ! I 1 l I I I l t • f ! l l (, ~ I ll II .;J [ t ' J1 It .. ~.J i :1 "l ,~J ,J/1 ., ""-; .. If ; • ..-,!! i , r-.;1 ·~:::> <:) rP: ;r;i Harding Lawson Aaaoclatee Eng1neers. Geo!ogasiS & GeophySICISts Quality Assurance 4.2.1 If the results of arty calibration or maintenance checks indicate that the equipment is not in calibra- tion or prop~r working order, the supetvisor shall be notified imrned ia tely. An eval ua tir..:;r~ shall be made and documented reg~rding the validity of previous results obtained from that equipment. The supervisor shall, in turn, notify the Office Head or Project Manager of any affected projects so that a similar evaluation may be made and documented regarding the test results in question. 4 .. 2.2 If equipment tags or stickers are used, they should be changed to indicate the cu~rent status of calibration. 4.3.2 Any equipment found to be out of calibration or not in proper operating condition shall be conspicuously marked to-prevent further use until the equipment is either repaired ~~ calibiated. • 4.3 If equipment is rented by. HLA, written certification or docu- mentation shall be provided that indicates the equipment is in proper calibration. If this is not available, qualified HLA personnel shall perform and document their own calibra- tion checks prior to using the equipment. 12.1.1, Rev. 0 I 4 of 4 I -" -"~~~ .. J r r I ------------------------------------·--------~------------------~---------- r I r Hardln.l.awsoft Aaa.oclatae En~tNrers.. OeoiO~ssta & Geophystessta Quality Assurance GENERAL EQUIPMENT CALIBRATION IDENTIFICATION & NUMBERING SYSTEM ()ffica or Ocpr:rtment:--,LA~B;...;;O..;..;R.;.,;,AT.;...O:..;.R.;..;Y _________________________ _ ~:.tion: _ ..... A ..... L=L .......... H,;;;.;LA~O;.;..F.;..F . .;;..;I C:;.;:E::.;:S;..,_., ___ .....__,,__ ______________ She-et 1 .. of ---..1 __ 4/1!4/82 Jquipmcnt TvP:~ tOAD RINGS and LOAD CELLS ~IAL INDICATORS I I I LVDT or DCDT I ~PRESSURE GAUGES l l' ,) ... l; f il .,. / ~RESSURE TRANSDUCER SYSTEM I •J i. ·l ! £CALES ?CONSOLIDATION APPARATUS • ~ '· J ., 4t-:;,.,<~'· Office All Novato Reno Honolulu Anchorage _Seattle -Houston All Novato Reno Honolulu Anchorage Seattle Houston ATl All All ' ' ' -- Identification and Numberinq S stem Manufacturer's name and model and serial numbers plus data on electronics (load cells) DI plus a number from the series 0 75 DI 76 125 DI 126 175 DI 176 -225 DI 226 275 DI 276 325 Manufacturer•s name and model and serial numbers plus data on electronics PG plus a number from the series 0 -50 PG 51 -100 PG 101 150 PG 151 200 PG 201 -250 PG 251 -300 Manufacturer's name and odel and serial numbers plus data on electronics . ~anufacturer's name and odel and serial numbers ~anufacturer's name and odel and serial numbers ::;_, ,~, i~ l < --" .: ~ 'I \" G Hardin~ Lawson Aaaoclatea En;•,eers. Geologssts & Geophysicasts :·- "" ·- Quality Assurance :r' ~ ~ ,; ------~------r--------------------------------------------------------------- GENERAL EQUIPMENT CALIBRATION I MAINTENANCE LOG Office or Oepartment: ____ __::LA;..;;:B::;..;:O::.;..R;:.:_;A;..;..T.;.;OR;..;..Y;...._ ____________________ _ J j; Location:-ALL HLA OFFICES a, 4/14/82 . . ~ i ! ' Equipment Type :J ~: LOAD RINGS ~ r LOAD CELL SYSTEM :; !, ] 1: ~~ l I· ., -•·: J~ ~~ L . ... L ell p ., I I DIAL INDICATOR LVDT or DCDT system PRESSURE GAUGES PRESSURE TRANSDUCER SYSTEM SCALES (mechanical) SCALES (electronic) CONSOLIDATION APPARATUS (including stone correlations) Frequency of Calibration*/ Maintenan, !' 12 months 1 month 12 months 1 month 12 months -.. _, ~-· 1 month 6 months 2 months 12 months Sheet of __ __ Method of Calibration **/Tal erance Proving ring or dead weight ±1.0% Proving ring or dead weight ±1.0% Calibrated blocks ±1.0% Caiibrated blocks ±1.0% Reference gauges or equipment ±1.0% Reference gauges or equipment ±1.0% Calibrated dead weights I ±1. o% Calibrated ~ead weights ±1 .. 0% Proving ring ±1.0% 1 Jl I l *If it is suspected that a piece of eq ipment is not functionin properly, it immediately should be removed from se vice until it can be che ked for calibration. ~ **At the present time, the ~ovate labor cry will supply the cal bration equipment. • ' ~ ' ·.;,·.;;:::;.;.;.=;:;,.;;;.,c.~LJ ... '·. .·· .. ,, ;' "';;-,; ~·\' ·,' ., Hardinv L.wson .Aaaocfatett Engineers. Geotogtsts Quality Assurance . I & Geophysic:•sts .. ' .; . f'.' ·------------------------------------------------------------------------------------------ I; EQUIPMENT CAL!BRATJON I MAINTENANCE RECORD .. ' .. i Sheet --Of--- .:j ~~Office or Department: -----=-A:.:..:N.::.C;..:.HO::..:R..::.A..:.;:G:.:E~--....:.L=.;.A..;.;;;B;..;;.O.;..;.RA;...;.T..;_O~R.;..;.Y _______________ _ ., Equipment & Identification=----------------------------------·------------ 1' J J _________ . .... ~.Specifications for calibration I maintenance (frequency, method, tolerances): ,..i Cll '·' ---------------------------------------------------------- !~CalibrationlMaintenance R~ord: . !' I ' ' ' . , r .V I ~ j ... I ' Date By Results• ....,'! • • • Notify supervtsor ammediately if results indicate equipment is out of calibrationl - _ ~e trrr r t rst ere ere rtmf~·.,. ..,. ,_., , , .... ,rnllti>.'~, .. - Verified i . r ! r.,· " -. ' -~-' ··-~ . . . .. '"' .. --..·. -~ ---~ .. "~-· ·-· ......... ·-~---.... -~ _., ___ .,._,.·-~ - ,. r· ! SUBTASK SE -CAMP ACTIVITIES -CIRI I The Watana Camp operation, maintenance, and catering services required to provide subsistenc~ support of Task 1 personnel will be provided through ~·June 30, 1983. A sails laboratory will be constructed at the site in accordance with Harding Lawson ' dr.awings approved by HARZA/EBASCO. A new water well for the camp will be installed and connected in addition to logistical I support for the supply-of camp expendables and fuel. ! !'. ' ' -----· --~-----------·--,_ ,._ -------- Rock core samples \r.ill be demobilized from the camp warehouse to suitable Anchorage storage. Support activities will be provided·for the scheduling and·performance of a fuel haul to the camp storage tanks. -.---~ .. -....-· r -r~ I ll !' < . • ,. ~~ < • r: .t i :~ Maintenance and OperatiQn Assumptions Full Camp - 2 -be -12 hours 1 cook -14 hours 1 cook/baker -10 hours 1 maintenance man -12 hours ¥! Breakfast and dinner - 7 a.m.; Breakfast and dinner -7 p.m.; Hot stew daily to drillsite spike lunch spike lunch -noon -midnight A11 food consumables FOB Talkneetna; transportation TKA -camp by others. All personnel to be transported from .~chorage to camp by others -we can provide price for other location. Catering crew on 4 & 2 R&R cycle. Well working & water haul from lake not necessary. {} I I I {, Assumptions on Warehouse Remodelling and Well Ho,~sE7_ 1) Notice to proceed so that purchase of table material can be placed 12/14/82. 2) Floor agreed to be shimmed and trimmed. It is not intended to be level, but 4 X 12 joints where possible will be shimmed or trimmed to make plywood joints match. Plywood may therefore not be totally supported by 4 X 12 decking. 3) Agreement to support for panellized 34' wall~ Bracing and support detailed labor and material not quantified. 4) Materials FOB Anchorage until discussion of potential for demobilization of samples has taken place. Probable mate!rial weight: of 15 tons to camp would indi- cate semi. truck and trailer necessity. A more efficient planning of mobilization and demobilization could include scheduling of manpower and helicopters to maximize the .h.auling from E.·urricane to camp of building materials and return on the same tr.ip of tb.e c.o1;:e samples from camp to Hurricane. 5) Transportation by others of building materials from Hur~icane to inside the warehouse at Watana. 6) Wiring -romex not in conduit stapled or surface fa.stened. ,\:,..,~i,~::~. ·: --.:. "~ .... , ,,. " n I I I I ul It i} • J I I '\\ '~)- Ass~tions on Snow Stri£ 1) · Utilizing at nc charge D-7 brought into camp by others for five days t~ push snow and the Nodwell for three days to pack the snow. 2) Snow and t~mperature conditions similar to those of today. 3) Use at no charge of snowcat and tank to ice snow. Assump~ions on Fuel Haul 1) Diesel by oth~r$ 2) Helicopter by others ' .. -. 3) Transportation from Talkeetna to camp by others; ~ trips mob & 2 -deruob • --··--... "' . .. ~ . .. ...... ..... ______ ........ _ .. ---~ ... ·-~~--.. ---~-- :,,d ~:::. c l i I ! I I I . ·----~~- Camp Modification and Upgrade I New well and relocated pipeline: Material Labor -2.5 days @ 261.3 2.5 days @ 465.3 SUBTOTAL II New Lab an~ Conveyor System: iMater:tal III Labor -5.5 days @ 261.3 5.5 days @ 465.3 Lab Tables Labor SUBTOTAL Bulk Sto:t·age: Material Labor -2 days @ 261.3 2 days @ 465 .. 3 SUBTOTAL 8 IV Relocated Security Cage KNIK/ADC: Material Labor SUBTOTAL Contingency GRAND TOTAL. $ 3230 1820 $_ 5050 6280 1780 4000 1600 $13660 950 1450 $ 2400 1980 1820 $ 3800 $ 3500 $28410 ·-----,·--~-..... -·---. ' ·-[ , ....... ~ ' " I JJ• §' ~ ""' i al I. u : ' ' ~0 ~· ·•. ~ a ~ ~ ' l l ~ ·I i l ~ ~~ -~ --. { I 1 'I ~ I ~ i ·1 1:{ ~ -I .. i ~ ~ 1 w l 1 I ' _W ~ ~- -· ... ·, TRANSITICN PERIOD C'CST :e5TD1AT.ES JANUARY 1 -JUNE 30, 1983 A.. S."!:RVVCES {CIRI-H&N IAB:>R} Prc1ject Manager . Calq'l Manager (Watc:ma canp) Canp Managex 7 t'Eeks (During R&R) Office Mam.~ger Eookkeeper {half-ili-e) . Secretary Fixed Professional Fee @ 10% B. CIRI-Ii&N DIREX:T OOST$ Direct Costs 2% Handling Fee (for OOC cind KNIK/AOC) C. SUF.CONI'RACT (KNIK/.ru::c IAOOR ANp OOCs) Yeek1y Cost $2,447 3,184 3,184 1,~72 488 885 SUB -TOTAL SUB-'!UrAL Ia.bor and other d.ll-:ect. costs; Focx:1, Consurnables and parts 2% Handling Fee :ESTIMATED J.AN 1 -JUNE 30, 1983 CCSTS 10% Contingency ':ltY.mL SUE -·'J.D'I7\L Projected Cost $63,620 82,780 22,300 33,070 12,690 23,010 $237,470 23,750 $261,,220 61,000 9,600 70,600 434,000 8,700 443,000 774,820 7"7,480 $852,300 ----------------·---··-. - i 1 1 I ··~ ~ ,., .I 1!:\W i ' rt') . ~ ~ '-C . . .CV") .... ~ < ~ ; ~· ~ ·---.. ' v IJ.J -c I ~ Q 0 ~ ~~ ~~ ·~ ~~ ~ ....._ - ~ ~ ~ :::::: ~ ~ \..) ~ ~ <;::) ~ ,, ~ ~ >- ~ . . Q ---"" X ) ·-\ & l 1 ~ ! ~ -~ •• ~' ... -.. . - ·~·.1 ; . i =FJ ~ '·~ . ;~c~ ~. 'fl ~~t •. !.:.\ - I , L--~-. ~---___; II "! . , ~_L#fiV6Tit:s._8Y._....EE.t.C?. --·~ ~! ' c JNeRA1'0R ANO C. TOR -10'·0" X fl'·O!' _t.~.ltr v~.t.i!'& __ C.lit:~~,_ VALVE: .. _ ft:)tJ r eee 1 _/VEW WE.l~ .fl. /i0V5JN€, STR. ~~-~L!U:LN.~_\t:/1-fi..-..L_ PARKlNG ARE.A CotiCEP7?14L d.RM&fEtJtE,k'T ' -12cL0~/7t1JA/ tJF E'XIS/7/t,/IP ·-I ·· /1(/9-?E/2 w.c.t-t. 4'A/.e MltXI,f;Jc-/~:, I ! r \ tiS/E.. tJr £X/ST//f/~ $.19-~&~ I _..:_~7/~4' ~ #e;v Mu ~L/ I B:o/..v~ ~~~e.:-~41/T ~~~~~-~~~~-~~~~~R4~~~o~.~a~~~~~?~z~~~~~~~.~-~.~'------r~----~7-----------=~-.----~~,r; ·-_ __ -·-··-. -~· ···~~ ... ~Jif;;;z;t1;?;.2 =-~--=--." ·. .._ ·· ---···· · · -· ' -·· -· · , .. ,·coc.~ ~ -:J -.. D ..... _____ ·_~ ~>_:· -. -~ --~·~~=r ,1;' .... . . . • J HARDING-LAWSON ASSOCIATES 624 W. International Airport Road Anchorage, Alaska 99502 Phone (907) 27 6·81 02 SHEET NO·---'-------OF-·------- CALCULATED BY____:V:!!....'J5!..-..!(::::=------DA TE_:_/,.:...JI---=::Z"-!.f~--!8:=:..!:Z:;;...__ CHECKED BY __________ DATE ______ _ ~~----------------------------------·----~---S-CA_L_e ___ GZ __ /_?_s._~_.¢ _____ 1%_~ __ v._~_a_~ ____ ~Af~------------~ ~I I I I I I ~L; [ ~~ 1 i !J l: __ l __ i '.-l.J 1 _:_: .:--·-· ·-· I ' ! l I I l l ! I. I i ·-:-_J I _J_ J ! --~ --.: : ·--~ • ---· -. -- -: : ; ! l I l l I I I I ; I l ! • J : l l_j_l l ! ! ! I I I j ! : : : l : -;-1 ---:--····-!. . . ·-··-···-- t,---'~'____;1:.,.__.:....! _..~...-l-1-.j..:-11---;.!--!-<.~:~·-., 11~~ ! ··-;-~~ ~ ----•. !;~~-! .. :--~----~ ~ ·-.--- Jl---j _ __,_:___i ~~f.l-i1 --l..l ~~-~4 .Kec 1 1 i I ____ -· · ! : __ ; ~ _ . _ __' _ : ·; : t i I t : ~ I ~ J : J ! ~ ! t 1 ' ----'-----f·---r ______ ,. ---.. ·-----·-~ ----~-----~ i i I I i!_ I i I I I f I. i ' ; l .._! _ __::_-.-.!..~1 ·-· ___ _:_ ~~ ' l l .'"7 I I I i I I ! - -I -· -----· --~.------~---~----·---~-·--·. ···-~ -i;," ~ ~~1 ~ i l I I ! I : i ! I i i · ! --~~~~~--I I . I I I i i . I .. ···--------.1 · -~~r~-1. : ' · , : · . 1 • o~· Yz._J'J%11;';3~-'.f--li~i:..kk/_s~~/d.~s;_A~:,:=.~-------~-----·--~~ -~=---·-----~ t7~r) ~~1 _ '~~.k:,.ahJa-t : 1 ; ! ~ I ~_j ·; : -· --·--·-----~ ~~ • · ! • I .. II'" t-PCJr ..J • Jt . I 1 I 1 • :x..G;:Wdl ..... --· . ,~ . ,· I : ! __,-ar--x-;rz-tQ-ooi) : I ! ' I . __;__-.----. · ·-' '~ • C , • ·~: l 1 P~..,t"..$ i , 1 ·----· T><::L><: j l><.[::><:J'~ I j I v '__ I i I I ! ! • i . ; ------~~ -f tn .• _.:_, ----4·-·--.--' ~··o:;..~·_,__-t; .-: , ; .C . 1 · 1 • i 1 1 i I 1 ~~ . I ) :-: i ~. ' l I I I I I ! i--: . . I { : iJ ~= ! --. . .·..!--.--i --'--+-_1_:(_6.: 1-: : i. I I I I-'_,1 I ··i-·-~~~---··---+--- 1,! 1 ·; ::~ I ) .L .& . I 1. ! L ~ I ! .• i J}. ! ~ l I i : I I •• ~"' i . ~ . . I ~ ~~F-p.-(...L_.fV1 LT-t-t-I -: • I -7 . . -- ._.. l I' .. ~v~ ~~fe: I.·!.! ----·--:. 1~. 'I i ----~----~ i I t ' •' i I i ' : J j I I i 1-\\ • I I ' --~ • IJ l ! ; ~.; i v:. ; : -r! I i ,, : j I ; i j· 1-~~-; -=-· !-~~------f ,"' l ·-l I '· ; •• I I i . . . I ! -,---.1-,· ,r_ ; -I . I l I ' ! I ---· i 1 ·• ' :..-----~ l ;, \ i }_ l ~-+-ii _. -+~-~__,. _ __,' __ _;l;__.tl-------. I I:, ·_ . : 1 ~~ I -~ -. --------~ -~ : ~ I ! ~~ _j ·.. ! ' I I I . I I • -;I __ JJj_: .. l; I I .: ~ -~.l...,'--~· -~ : l~. . ~ ! I I I ! i l I J ~ _J_ . I '~'t----..,-'~ _ ____.:_ __ ~-~ ... 1 .. ·I '-..:.... ~ ''0'/.~fl,_J : i i ! !_j I • \; p I I . l l . I ---I I . . ... ~ . 1 i .'·}·:: ~.i· : 1 ! d, • .q/v.' k/odo I I I 1 • "J. i( ii. ' : I 1 :L_ , "" l !. , ! I : , I f-I ! I ; I 1 ~ 'j l ; I . i I ....---"--~ . i ~-: I ~: I .:~ ; l ! I ! I i i i I l ! p; : -, : : I -~ ~-------~ \.,$,!),___.,___,..:~-; -+- 1 1 --1!-r,\,.+. --+II ~:. ' l I I ! ' I : ' I : 7 :~;~ 2-~ t~·--,--~ ' . ' I . ' . ·.; I I I i I I I ! i ' . i I I ( ff: I ' ' ! : -· ___ .:.,_ ____ _ -- ~---f ' : · 1-i~~~ ~ l.4.v.;V__j)o~~ i I -~&_ddM~ia'Te I I ., , .jL.::.,_4-f'.r:4-.J-1 -+,+.. !; ~n?-$irtit !~// I l I ' l ! -; 1 i I :-·-·----- ! ,l.!l!liTll'l! 11 ·,J:·,; __ j i ~· l ·.. ! ; ! ; ! ! i I I j I 1 : __ ,;_' _.:_T. __;_: __ ·-------~ l I 1;: ~ T vr I i l l I l : j i l----+--=-,---f.;~,~. . < . l I ! I i I I l ! ! l : I ~-·-·-----------1 l!i,~; • I I : ••• : • ! : i i ! • : ~ !_ i ' -·--- 4 . ·r. ~iiif''.£!:' -:~--,.:_,~~._..,..:""~-~-~. t; i.,. .. .,~,:~, .... '' -.: . ' .' _, . ... ' . . ~ 'I l j I, 1 11 j .,, I 11 ... !':: ...... ·o .. .. \ -~ :;z: -~ \j -~ ~~~~ ll~ ~~ ,'i' ~ ~ ~\ ~·:~)~ ~ ~ t s ~~~t:s ~~ ' 't~ ...... ~~~~~~~ 0 ~. ~ ~ IJl l) ~ • ~ 5;;;7"" 7;:1 ~"~> J . I ll ~ Tl ~ ~ ~ Vl ~\ JJ ~ """ .J ~ ~01' ,. ---··- f I "' ' .. . 4 • ----·-----,, -;.,:;-----~ ......... ~ .... -·-~·-··-~ " .. , "• " ' ' ::::- ; :, .. ,. .. ~~ l I•• f . • . . I, .. } i 1 ,. I I J . • I .. {J : ! . . . , ... ( ·.:J . ' -----·------.... «_ .,.. .-~' ,. <I .l • .:1. I l .l ' !i Harding Lawson Associates Transmittal/Memorandum To: c~:s.c_o-~~z:::A.. ~ ~ /Z,<fr:!:.re-A-:< ~ ,W'f';ePM re::;w~Sh't..-Wt From·: -vPN7U c.~~~ Date: /2.-/ -e?z. Subject: ~ ~ ~ PL+~ Job No.: ~..;~UA-?.::>~ --------~/----·----------------------------- Remarks: A-7-T?~.z::; /S A s~ S"rt.bU/rA..J6 ~ p~ ~~ TJ-/t!5 ~ ~~~ U/6 ;0?/J?<) ~ lise /4-f!&>r n~~ ~~ ; :z. or-~~c:.rr · t<./IU #& G/SG:o /N ~ '::$~/t?Le-STZ:::>~C: ~.~'it., 7JH3-l'f-4~~s ~£,_:;. ~.D ~srs ~ · '3ht?WN"' ~A.J 17IG-~ ~E.??::-.t+. :Z:U A~P.0/77()A/ ~ 6".-J< /Z."" .x. S""~GH Svr:'~~ ?~~ ~t:>ve; 7HE -L~ SJ74ov·~...D " fr ~ 1?-1-e ~u.~ /A./6; /f.-4~~:5 ~ SvGG~/ ·~ C.~r::'~:7Z ~r~ "r ~ ~ , o~c,e 1 P rzoAI z ,, X I z If J<.. 8 I 6 111 X {;, '' ><. ~ ,. ~· ;<. 4A ~ ~p)( . ..Ji t.$ ·r#rhUc;,~ /6d /Vcu./$ /Od ;Vt:l-t /i cc: .. --ce:crY 1:!1 . ~:o.e~ '~-Ltl ~ S/H? :z..t/ ~li ~# ~# • t/Ntr c:.osr /,co/t-F . ;l-.. 9.,../~ . f,f, ¥~/£ArT (?, 69 r:?~?r/# ~<is-/# ~m-t-a;.sr ~bo,oo 'J?" I z. S""JI :J-'j /{;,. r ["t:,. ~z..r ~2-J- f333# ~--; ~\ n ~~~-~---~----~·~---------··:·~-·~·~----------~----~-·-----·-.,~----·--····------.~·--··· .. --.~ ' ,.. li ... ,.· • ' •• -~ • ' ~·!II< -ft""{l • }!''"' , l . · ........ , ~' lJ· ';;{l,< . ' ·--~n . ' •• .., '"' i1. .,.1' '!....! "' -t t ·: -~·! .. ' f' '·'·!' j"J , ~·---- ) ;,! .. . , f -,, j < • ,1'., J ,. I ',) ~ ..... ! I l l .. :.2; ·•:::l"-·· j •j··· •' 1 I ' . i """"'-~-"' ;.·~ ,._._,_ • .,. ~ ~------------------48·-------------------~ ,- ~· .. ~~ t TOP PLAN ~ 1.#6'' --"'··-------... -----------:--·--.... --_,.__ ------ !!! ------------------------------ --------_:,.. ______ ------------ SIDE VIEW ,.-,., :-~-. .,.~ ~-.,_., ~· ·'CT ~ ·-----'1 &:1 ....... ....,__ --. L ,- \;. n ~,........--. ---'""'' :Ill -ALL '-\~ett PAINT MEQ BROwN 3/'t INCH PAR,T. Bo"'R.b " . '': ~ ------..t... -~-... ~ ISOMETRIC MATERIALS L\ST: SINGLE 1'AI3LE' Lf';c Lf" -3G. LF VER/>.THANE ALL PARTICLE (30 . .1\RD ':»Jq"w '-I'~ 8' PART. ~OARD ~/'f ~iU. leo cl t-l.A.IL5 -I" IY TABLE:!» ~·~4 .. -soc. LF ~ 4 o.c.., /'1-F "ltt'""'i'v8' PART. BoARt> II '5t-ITS. £:h5.o"\ '5t'T. ICod NAILS -t5.,. e 1> 0.65/<t. VERP...ntAtJE. -l-Gil-l;. iii ~ ?..~.oof6A'i- .z.t,.'f -l . 6ROWN 'EtJAt'\E \... PAll-\1 -z GAL @ i 2.0. CXI/61'-L :3~;).oz.. J«;S.'t'f 1~.15 LfG..oo ~O.Oo Et"t> VIEW -~ -· :\ -j ., ... TOTAL 11,e..TE~\AL s c.osT .! "D :?l.Z-I ii;:ordln• L11waon Aaaoclotoe Engmeers, G.."'t!!oglsls & Geophysicisls '~1-1.-Y~ .... 1 ::J •.--.;; -"j j J T'(P1CAL LAB TABLE ...--~~ 4' { --J ~ ·.a ~ '.! 4 d ~ .. , r -c ' T -,• I• • .... • • -, .. • • 4 ? ;,. I Dilill:;' ,., '-· i! i'; . \' .d I SUBTASK SF -AIR SUPPORT -AIR LOGISTICS OE' ALASKA 1 " Air support will be provided as required to meet requirements of Task 1 activities -in addition to the maintenance of camp facilities. Air support will consist of • l .J !1 ., l ' 1 both helicopter and fixed-wing aircraft • ---·: -. . w 7 • 1 ·t t .; ~. , ____ _ I. ~. . ----~ .... .... , **'' .. \ _ ... ~-' .~~ ' ., ""v,.r-~••·n~~~~-.~:-:i~ ~ AIR LOGISTICS OF ALASKA, INC. A DIVISION OF OFFSHOrtl: LOGISTICS, INC. December 3, 1982 Mr. Thomas A. Clary Consulting Geologist Ebasco Services, I1 c. 1227 w. Ninth, 2nd Floor Anchorage, Alaska 99501 Dear t.ir. Clary: Enclosed is our proposal for providing continuing helicopter service at the Watana Dam projec~. Air Logistics proposes maintaining the same rates for service as provided Acres American for all Bell 206 B and Bell 205 A-1 helicopters contracted during Fiscal Year 1983 and used in conjunction with Susitna studies. Additionally, Air Logistics is including an optional rate for an additional class of small helicopter (Bell 206 L and 206 L-1) which has more capacity than the Bell 206 B, the historical mainstay at Watana.. Further, as a possible inducement to extending these proposed ter~s beyond FY' 83's end, Air Logistics offers a reduction of existing rates effective immediately upon acceptance and applicable to all contract Bell 206 B and Bell 205 A-1 helicopters used by Ebasco Services, Inc., at Susitn& or for related activity. Air Logistics proposes that this reduction remain in effect through Oct. 31, 1983 at which time a new agreement may be sought. Air Logistics also proposes that should Ebasco Services, Inc., desire to extend this agreement for the balance of contract years~ Air Logistics may not increase its rates through negotiation not to exceed 10 percent per annum beginning Nov. l, 1983 and annually thereafter. Air Logistics understands that Susitna studies are subject to some forces beyond the control of Ebasco Services, Inc., and is sympathetic to the social, political and economic pressures exerted. However, solely as a means of protection, Air Logistics proposes that a penalty clause be agreed to by Ebasco Services, Inc~, on the contract. I I r l' I I i ) I -----------.--..•. Thomas Clary '-Page 2 j • I a: ~~ .j lq )' • .i '' 0 Air Logistics proposes that the agreed upon penalty clause may include language cancelling the reduced helicopter contract rate if the contract period is not extended through Oct. 31, 1983. Termination prior to Oct. 31, 1983 may subject Ebasco Services, Inc., to back payment in full within 90 days of the difference between the two contract rates offered. PROPOSED RATES DECEMBER 1982 THROUGH JUNE 30, 1983 Daily Hourly 1. ) Bell 206 B $535 $135 2. ) Bell 206 L/L-1 $585 $150 3. ) Bell 205 A-1 $1,180 $300 PROPOSED RATES DECEMBER 1982 THROUGH NOV. 1, 1983 1.) Bell 206 B 2.) Bell 206 L/L-1 3.) Bell 205 A-1 $510 $560 $1,050 ADDITIONAL CREWS 1.) $175 per day per crewmember ,, ,·)l. {/ 0 -.. ' $135 $150 $300 -----"'"'~""-"""""' ....... -........ -· ... I (i i I • l i\.IR Lt)GISTICS OF ALASKA, INC. A DIVISION OF OFFSHORE LOGISTICS, INC. I Thomas Clary Page 3 I I !' In addition to operating a helicopter service in Alaska, Air Logistics also maintains a modern fleet of cargo and executive fixed ving aircraft. In order to benefit fully from Air Logi~tics' complete tr-ansportation service, the following proposal is offered to Ebasco Services Inc. 1.) A 15 percent reduction in the hourly rates of our proposed unfiled tariff. Or, a 15 percent reduction of the published daily base rate on all fixed and rotary wing aircraft flown on a casual charter basis. Copies of the proposed tariff rates are included. A complete filing shall be presented upon acceptance by the Alaska Transportation Commission. In future years, the then-current tariff shall determine rates, less the 15 percent discount. Air Logistics appreciates the opportunity to participate in this process ~nd looks forward to future opportunities. If areas 'fithin this proposal need clarificstion, please do not hesitate to call. LWB/DCC/cf encl 6601 S. AIAP.A1RK P 1 ~ACE • ANCHORAGE, ALASKA 99502 • (907) 243-4600 e irELEX 090-25u335 --·· - ·~] ..:._~ -~· ·~~ ... <-.. ,. ... -- 1 p l I " I I X - .· \_r -- I' ------~------------------------~~--~--~~~~~-----·--------~---------------~ ,----Amendment No. 18 ff I Air Logistics of' Alaskt~, Inc. Cancels All Previous Page I--4 I' +----------------~--------------------~-------------~-------------·----~---------------+ DAILY RATES The following daily rates are available at the Anchorage and Fairbanks bases. All rates are "DRYu (i.e., without fuel). In addition to the daily base rate, charges will be billed for actual hours flown. As indicated, hourly charges will be greater for all hours flown in excess of five (5) hours on any given day. Aircraft use during a single day may not exceed applicable FAA requirements for crew duty time. No standby charges are applicable for aircraft chartered on the daily rates Type Aircraft Daily Base Rate Hourly Charge Hourly Charge (up to 5~0 hrs) (All over 5.0 hrs/day) Bell 206B 940.00/day 140.00/hr. 330.00/hr. Bell 206L 1150.00/day 170.00/hr. 4oO.OO/hr. 1340.00/day lBo.ooJhr. 45o.OO/hr. -- Bell 206L-l I Bell 205 · 1980.00/day -· 320.00/hr. 715.00/hr. ... ..,.~ . r , Bell 412 VFR Bell 412 IFR Aerospatiale AS355 VFR AS355 IFR 2155.00/day 2350.00/day 1450.00/day 1745.00/day Issued By: L. w. Bays Date of Issue: Title: Division Manager 525.00/hr. 550.00/hr. 250.00/hro 275 .. 00/hr. 960.00/hr. 1020.00/hr. 500.00/hr. 625 o 00/hr .. Effective date: fL' I' l I Air Logistics of Alaska, Inc. -.. Amendment No. 18 Cancels All Previous ._-, Page I-3 AIRCRAFT TIME AND DISTANCE TARIFF Air Logistics of Alaska, 6601 s. Airpark Place Anchorage, AK 99502 Inc. Air Commerce Certificate No. E-201 Base of Operations: Anchorage, AK & Fairbanks, AK Rotary Wing Bell 206B Bell 206L Bell 2061-1 Bell 205A Bell 412 VFR Bell 412 IFP. Aerospatiale AS355 VFR AS355 IFR I J Above rates are 410.00 (Dry) )' 500.00 (Dry) 560.00 (Dry) 895.00 (Dry) 1195-00 (Dry) 1275-00 (Dry) 680.00 (Dry) 780.00 (Dry) subject to the See_ Page I-4 - following: Stand-By Time 100.00/Hr 125.00/Hr 140.00/Hr 225.00/Hr 300.00/Hr 320.00/Hr 170.00/Hr 195-00/Hr See Section II -Rules soverning published tariff. Issued By: L. w. Bays Date of Issue: Effective date: Title: Division Manager ~----------~·~~ I \ l I l 1 j .. ,, --·--------·~-· ~1~im-.~·:77"··--.~·-, ~ ~· '\ 't ···~ ~ 1 I I Air Logistics of Alaska, Inc. Amendment No. 18 Cancels All Previous Page I-2 AIRCRAFT TIME AND DISTANCE TARIFF Air Logistics of Alaskan Inc. 6601 S~ Airpark Place Anchorage, AK 99502 Base of Operations: Air Commerce Certificate No. E-201 Anchorage, AK and Fairbanks~ AK +----------------------------------------------~--------------------------------------r . Type of Aircraft Fixed Wing: CASA 212-100 CASA 212-200 Cessna 206 Cessna h41 Single Pilot Dual Pilot Cessna 4o4 Single Pilot Dual Pilot Per Hour 670.00 (Dry) 91 0 • 0 0 ( Dry ) 175.00 (Dry) 650.00 (Dry) 100.00 (Dry) 350.00 (Dry) 4 0 0. 0 0 ( Dry) R A T E 8 Per Day Stand-By Time 170.00/Hr 230.00/Hr 45.00/Hr 160.00/Hr 175.00/Hr . 90.00/Hr 100.00/Hr ~~ Britten-Norman BN2A-26 ' .) J Single Pilot Dual Pilot 2 9 0. 0 0 ( Dry) 3 4 0 • 0 0 ( Dry ) Above rates are subject to the folloving: 75.00/Hr 85.00/Hr See Section II -Rules governing published tariff. Issued By: L. w. Bays Date of Issue: Effective date: Title: Division ·ger -.~-* l J t l l. I ! I I I [j fl I I I -- .. \ltA..o. :J v ALASIL~ POWER A.UTHO~IT~_ I . -. ... ...._ July 1, 1982 * .lA 1. o_ L> . ,.,, ~,..., .(. · /Y/1/s £..e /J£/1/Evt.J£.1/ · ALASKA POWER AUTHORITY Federal leD. No. 92-0071121 Saies Tax and. Excise Tax Exemption Certificate I• • ... . :.. . ... . .· ' ,_ I t • . -" :. f ... '~ ... ..... I ~. I I f • .f)e.reb_y ,·certify that I am the Executive Director of the ·Alaska Power Authority; that I am authorized to execute· this cert.i fi.cate .. and that all orders placed by Ac'res··Ameritan ·incorporated in ·connection with the Susitna Hydroelectric Project for the period comnencing July 1, 1982 and ending on September 30, 1.982, are or Wi 11 be purchased:·.for:: the, ex·cl usive use of the A 1 ask a Po\'ler Authority .... , ·. ;\ I understand that the exempt:i on from sa 1 es and. excise 'tax under this exemption certificate is limited to the sale of articles purchased for the exclusive use of the Alaska Power Authority. I understand that the fraudulent use of this certificate for th~ purpose of securing this exemption will subject me and all parties making such fraudulent use of this certifica~e to a fine of no more t~an $10,000 or to imprisonment for not more than five years, or both, together with'cost of :~"I prosecutiono ... t>·,, . ' 1" • r1 c P. ou d . Executive Director Alaska Power Authority 334 West 5th Avenue Anchorage, Alaska 99501 .:J .. ., ........ ~ . ~ j l I I l l I i i I t i l I I f 1: r ·' 'Y i' f. _____ ., ..... -