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184-002
ge Project Well History File (~'er Page XHVZE This page identifies those items that were not scanned during the initial production scanning phase. They are available in the original file, may be scanned during a special rescan activity or are viewable by direct inspection of the file. I ~' ~- _0.~ ~- Well History File Identifier DIGITAL DATA RES'CAN Color items: [] Grayscale items: [] Poor Quality Originals: [] Other: NOTES: BY: OVERSIZED (Scannable) [] Diskettes, No. [] Maps: [] Other, No/Type ~a/ Other items scannable by large scanner OVERSIZED (Non-Scannable) [] Logs of various kinds BEVERLY ROBIN VINCENT SHERYL ~VINDY [] Other Project Proofing Scanning Preparation '~x 30: ~ ~)+ ~ : TOTAL PAGES Production Scanning Stage 1 PAGE COUNT FROM SCANNED FILE: ~ PAGE COUNT MATCHES NUMBER IN SCANNING PREPARATION: YES Stage 2 IF NO IN STAGE '~, PAGE(S) DISCREPAN~WERE FOUND: YES (SOANBNiYN:o 1, COM PLETi=BA~H~: Lpo~ NTRuON LE I1=$N8 $pVl£;, ACLEANT TTE N T ,SoHN:; RYELo gl RME:~INAA N I~L PAOE BASt S DA T4(I~ ~) ~ DUE TO QUALITY, GRAY$CALE OR COLOR IMAGE8 ) NO NO ReScanned (individual p,~m l,sPeCial attet~ti~)q ,~calmln~ c~mpte~ed) RESCANNEDBY: BEVERLY ROBIN VINCENT SHERYL MARIA WINDY DATE: ISl General Notes or Comments about this file: Quality Checked PT,UGGING & LOCATION CLEARAzqCE REPORT State of Alaska Sfc Csg: ~O Long Csg:~ ALASKA 0IL & GAS CONSERVATION CO~ISSION Well Ouerat - Location TD: , Note casing size, wi, depth, cmt vol, & procedure. Perf in~m~a!s - tops: ~~ Review the well file, and' comment on' plugging, well head suatus, and location clearance - provide loc. c!e~ code. Marker 'post or plate: Location Clear~ce: ~ Code I I I T T I~ I ~4 1 I r 1 I ISLAND 24 30 /~~111~~ FIRE ISLAND No. t_AT : 61°5'52.74" LONG.: 150°23'1/73 X: .131,294 F ~6. ' ;.. Y · ' I I i 1,,j~() I,iJ,. ii ft ,itt~ I,',t- (Jil,llJ 7 y,:llc'k ; 1~, ! ~ 25 I I I lin ,, t,(:^l t I I Mil CERTIFICATE OF SURVEYOR I hereby cerlify thai I am properly registered and licensed to practice land surveying in 1he SI(itc of Alaska and thai th~s plot represents a Ic,;,"Jlion survey made by me or under my supervision, (]nd ll',,'~t nil d~mens~ons ,.~nd other detail~ ore correct [)~le //', ' SURVEYOR RECEIVED AUG 0 ~ lgil4 Alaska Oil & Gas Cons. Commission Anchorage ['1~' ()1'(~ ', I |J FIRt.. 151_AND Nc).l J u~ nl(',t ~f~ "-,tJr v if y If (J ARCO ALASKA, INC. i I I OCEAN TECtINOLOGY, LTD. L_~ ARCO Exploration Compan" , [~ ARCO Oil and Gas Compai,,. To State of Alaska Oil & Gas Conservation Commission 3001 Porcupine Drive Anchorage, Alaska 99501-3192 Attn' Mr. Bill Van Alen Record Of S~ ment Of Confidential Information IDistrictPage 1__ of 2 I Alaska From ARCO Alaska, Inc. Expl oration Operations 700 G Street, P. O. Box 100360 Anchorage, Alaska 99510 Attn' Mr. Sam Hewitt - Operations Geologist ANO-904 Enclosed Under separate cover m wa Hand carried Subject ARCO FIRE Island No. I Quantity ~[ BE I Sepia i BL i Sepia I BL I Sepia ~ BL 1 Sepia ~1 BL I Sepia ×1 BL I Sepia .~1 BL I Sepia I Sepia fl BL I Sepia ~t BL I Sepia ~1 BL I Sepia ××1 BL 1 Sepia ~ BL 1 Sepia ~1 BL 1 Sepia jl BL I Sepia I tape Map number & description 5" Dual Induction-SFL, Runs I & 2, 1675' - 14,225'. 2" Dual Induction-SFL (with Linear correlation), Runs 1 & 2, 1675' - 14,225'. 2" Dual Induction-SFL, Runs 1 & 2, 1675' - 14,225'. ~LDT-Porosity, Runs I & 2, 1550' - 14,229'. 5" LDT-Raw Data, Runs I & 2, 1550' - 14,229'. 5" Borehole Compensated Sonic Log, Runs I & 2, 1675' - 14,225'. 2" Borehole Compensated Sonic Log, Runs I & 2, 1675' - 14,225'. 5" NGT, Run 1, 1550' - 7,578'. 5" NGT, Run 2, 7584' - 14,229'. 5" SHDT-GR, Run 1, 1675' - 7588'. 5" SHDT-GR, Run 2, 7584' - 14,229'. 5-" BGT, Run 1, 1500' - 7590'. 5" Temperature, Run 1, 1550' - 7578'. RECEIVED A~ska 0ii & Ga~~u,~' ~s. ~ ............. Anchorage x5TM Temperature, Run 2, 50' - 14,205'. 1" Special Presentations DIL/GR/BHC/SP, Runs 1 & 2~ 1675' - 14~225'. Schlumberger composite library tape and listing, 1549' - 14,206.5 ,~1BL Sepia Exlo§ Formation Evaluation Log, 1710' - 14~237'. ~/ Notc Please verlf'/ and acknowledge receipt, by signing and returning the second copy of this transmittal, Richard Pittman/Geologic Aide (263-4158) lDate 7-31-84 Signed by Remarks AR.3R-1370-F [-~ ARCO Exploration Company ~[~ ARCO Oil and Gas Company State of Alaska Record Of Shi ~ent Of Confidential Information .: IDistrict Page 2 of 2 I Alaska Fr°~'~ ARCO Alaska, ]]nc. Oil & Gas Conservation Commission 3001 Porcupine Drive Anchorage, Alaska 99501-3192 Attn' Mr. Bill Van Alen Exploration Operations 700 G Street, P.O. Box 100360 Anchorage, Alaska 99510 Attn' Mr. Sam Hewitt - Operations Geologist ANO-904 :~ Enclosed ~ Under separate oover ~ Wa hand carri ed Subject ARCO FIRE Island No. 1 Quantity Map number & description 2 copies Well Completion Report. (Supplied by Drilling Operations). I copy ARCO ALASKA Inc., Daily Geological Wel. 1 Summary,. pages I thru 18. Note' Conventional Core descriptions are not complete, The~v wi'iq be transmitted at a later date. 'o~tc~Please verify and acknowledge receipt, by signing and returning the second copy of this transmittal. Signed by ~, Richard Pittman/Geologic Aide (263-4158) ~ JDate i 7-31-84 I · ... IDate ...,/,../¢,., ,-,/ Received bv /) '. /j ...~, : .--,r, -~ ,-~-_ Remarks 'Alaska 0il & Gas Cons. Co:'~:',: '" ~nchcrPn¢ AR3B-1370-F STATE OF ALASKA ALASKA O,~_ AND GAS.CONSERVATION CO ..... ',!SSION , Status of Well OIL [] GAS [] SUSPENDED [] .. ABANDONED)~] 2. Name of Operator SERVICE [] ARCO Al a~ka Inc. 3. Address _p_.O~_Bax_]003_f~0- Anchorag~; A] a~ka .99510 4. Location of we" at surface 9 6 0 ' FWL and 1220' FSL, Sec. R6W, .S .M. At Top Producing Interval Vertical Hole 29, T12N - At Total Depth Classification of Service Well 7. Permit Number 84--2 8. APl Number 50- 8.8.~- 20 0 7 l 9. Unit or I_ease Name ~mber Fire Island #1 1 1. Field and Pool 5. Elevation in feet (indicate KB, DF, etc.) J 6. Lease Designation and Serial No. 159' RKB 'bO ML J ADL-326104 12. Date Spudded I 13. ·Date T.D. Reached 14. Date Comp., Susp. or Aband. 3/25/84 I 5/31/84 6/8/84 17, Total Depth (M D+TVD~- 118. Plug Back Depth (MD+TVD) 19, Directional Survey I 20, Depth where SSSV set 14237 ' RKB I 33 ' BML YES [] - NO ~ N/A feet MD 22. -type Electric or Other Logs Run -- D IL/SP/GR/BHC/LDT/CNL/NGT/Cal/Dipme ter/S HDT/Gyr o/VSP 23. CASING, LINER AND CEMENTING RECORD WT. PER FT. . TOP CASING SIZE GRADE 0 ' RKB 0 ' RKB O' RKB : . SETTING DEPTH MD BOTTOM 328 ' RI<B 1685'RK~ 7603 ' RI<} 319 133 · 72 X-52 L-80 30 . :;LO. !3-3/_8 24. Perf,:,rations open to Production (MD+TVD of Top and 3ottom and o. ir, terval, size and number). Wildcat Water Depth, if offshore 116. NO, of Completions 4 2 feet MSL -- 0-- 21, Thickhess of Permafrost N/A RECEIVED HOLE SIZE ]984 · .. Alaska 0il & GaS C0r~s. Commission' Anchorage · ~, · . -None 25. cEMENTING RECORD 1300 ~ "G"-TOC=~ AMOUNT PULLED 174' .rf,. !74' 389' i74' YUBING RECORD SiZE "t 26. DEPTH SET .(MD) PACKER SET (MD) ACID, FRACTURE, CEMENT SQUEEZE, ETC. - DEPTH INTERVAL (MD)/ AMOUNT & KIND OF MATERIAL USED · . 2o"'xi 3-3/a"A~ffa~3m_s 6,0-0_ sx "G" ' . -. · 27. PRODUCTION TEST Date First Production ' I ' ' .... Method of Operation (Flowing, gas lift, etc.) N/A N/A FlowTubing .. lCALCULATED ~OIL-BBL . - N/A .iCasing Pressure !TEsT PERIOD ~' I GAS_MC~ Press. . ' 124-HO-UR' RAT5 28. CORE DATA WATER-BBL ICHOKESIZE IGAS'OIL'RATIO WA-I:E~-BBL JOIL GRAVITY-APl icorr) -. Brief description of lithology, porosity, fractures, apparent dips and presence'of oil, gas or water. Submit core chips. Core 1: Interbedded silstone,:..claystone, coal and sandstone. Core Core Core Core Core Core 2: 3 :-- Sandstone 4: Sandstone 5': Sandstone 6: · Sandstone 7: Sandstone and conglomerate. Sandstone with'interbedded.siltstone'and coal. No hydrocarbon 'shows. " " S]qOWS - . _ . Il !1 Il - I! . ._ Submit in duplicate 29. NAME Sterling FM Beluga FM Tyonek FM Oligocene/ Eocene GEOLOGIC MARKERS MEAS. DEPTH TRUE VERT. DEPTH 2270 6320 7128 L1,508 2270 6320 7128 11~508 30. FORMATION TESTS Include interval tested, pressure data, all fluids recovered and gravity, GOR, and time of each phase. NO TESTS 31. LIST OF ATTACHMENTS 32. I hereby certify that the foregoing is true and correct to the best of my knowledge ¥,. ' ' ) Title Superintendent Date ~- ~'~ ~ ~' Signed ~, 'iV\ '"'~'[~-~6x ~o¢ ~.¢,~ '~C~w~v~'~,\ Drilling __ INSTRUCTIONS General: This form is designed for submitting a complete and correct well completion report and log on all types of lands and leases in Alaska. Item 1: Classification of Service Wells: Gas injection, water injection, steam injection, air injection, salt water disposal, water supply for injection, observation, injection for in-situ combustion. Item 5: Indicate which elevation is used as reference (where not otherwise shown) for depth measurements given in other spaces on this form and in any attachments. Item 16 and 24: If this well is completed for separate production from more than one interval (multiple completion), so state in item 16, and in item 24 show the producing intervals for only the interval reported in item 27. Submit a separate form for each additional interval to be separately produced, showing the data pertinent to such interval. Item 21: Indicate whether from ground level (GL) or other elevation (DF, KB, etc.). Item 23: Attached supplemental records for this well should show the details of any multiple stage cement- lng and the location of the cementing tool. Item 27: Method of Operation: Flowing, Gas Lift, Rod Pump, Hydraulic Pump, Submersible, Water In- jection, Gas Injection, Shut-in, Other-explain. Item 28: If no cores taken, indicate "none" Daily Geological Well Summary ARCO Alaska, Inc. 5ub$,Cl~ary Of AlllnhcR,chheldCompl~¥ Operator ARCO Alaska Inc. D~strlct Denali Locality of F~eld Cook Inlet - Wildcat Date and depth as of 8:00 a.m. 6-5 (72) 7,503' 6-6 (73) 6,785' 6-7 (74) 192' 6-8 (75) 174' Well Name ARCO Fire Island No. ] 6-9 (76) 174' 6-10 (77) 174' 6-11 (78) o' County or Parish [ StateAlaska Lease or Unit [Spud D;e_25_84 Complete record for each day while drilling (Plug back T.D.) Plugging back to abandon. Completed wireline logging. Ran 5 Runs of Sidewall Cores (CSTS) shot 224, recovered 163. Lay Plug No.1, 94 sacks Class "G" cement at 7,706'. Down squeezed 13 3/8" X 20" annulus with 600 sacks Class "G" cement. Laying down drill pipe at report time. Mud wt. 12.4 Cum. Cost: $8,153,882 6-12 (79) (Plug back T.D.) Plugging back to abandon. Set EZ drill retainer at 6898', tested to 15,000 psi, and spotted 50 sack cement plug on retainer with top at 6,785' (Plug No. 2). Mud wt 12.4 Cum. Cost: $8,470,887 (Plug back T.D.) Rigging down to abandon. Set plug No. 3 at 192' below K.B., 33' below mudline (75 sacks Class "G" cement). Rig down BOPE and remove well heads. Cum. Cost: $8,549,294 (Plug back T.D.) Abandoning well. Cut and lay down 3 joints and cut off joint 13 3/8" casing. Cut 20" X 30" well head and lay down, pull 20" X 30" casing, laying down same at report time. Cum. Cost: $8,654,037 (PBTD) Securing vessel for tow. Cut and laid down 30", laid down bottom hole assembly, and rig down. Cum. Cost: $8,712,490 (PBTD) Securing rig for tow. Cum. Cost: $8,770,943 Rigging up for tow. Plan to tow on high tide at 1700 hours 6-11-84. Cum. Cost: $8,844,716 Rig Released at 1935 hours and under tow to Norton Sound. Summar~z K.B. 117', Water depth 42', mudline ]59' below K.B. Spud: 1330 hours 3-25-84 Rig released: 1935 hours 6-11-84 (78 days from spud) Total Depth: 14,237' MD Casing: 30" @ 328', 20" @ 1685', 13 3/8" @ 7603' Cores: No. Interval No. i 9876 '-9935' No. 2 10,200'-]0,260' No. 3 10,66] '-]0,666' No. 4 10,666'-10,692' No. 5 10,821 '-10,849' No. 6 12,669'-12,734' No. 7 13,447'-13,478' Tes ts: NONE Recovery Cut 59' Rec 58' Cut 60' Rec 60' Cut 5' Rec .75' Cut 26' Rec 16' Cut 28' Rec 23.5' Cut 35' Rec 30.7' Cut 31' Rec 26' **FINAL REPORT** Cum. Cost: $8,904,000 R£C£iV D o Alaska 0il & Gas Cons. Commission Anchorage The above is correct Operator's Represents. tire R. V. Nelson, Jr. -05-84 J Title JTitle Operations Geologist Geologist jPage ]8 ARCO Alaska, Inc. SubS~dli~y of Atllnt~cRtchfteldComl:)lny -Daily Geological Well Summary Operator ARCO Alaska Inc. Well Name ARCO Fire Island No. l Districl I County or Parish I Denali Locality or Field I Lease or Unit ! Cook Inlet - Wildcat Date and depth Complete record for each day while drilling as of 8:00 a.m. 5-30 (66) 14,047 5-31 (67) 14,234 6-1 (68) 14,237 6-2 (69) 14,237 State 6-3 (70) 14,237' 6-4 (71) 14,237' Alaska I Spud Date : 3-25-84 (103') Drilling. Drilled from 13,944' to 14,047' last 24 hours, reaming all connections (had fill on last 2). Raised mud weight to 12.1 ppg. Lithology: (13,900-14,040') Interbedded Siltstone, Claystone, Sandstone and trace of tuff. Becomes predominently volcaniclastic from 13,900-14,040'. Sandstone (60% at 13,900' decreasing to less than 5% as 14,040') as above, quartzose, clay matrix, No shows; and Sandstone (trace at 13,900' increasing to 20% at 14,040') medium grey, very fine to coarse grained, tuffaceous, lithic (pumice, altered glass, volcanic rock fragments) with minor quartz, argillaceous matrix with spotty calcite cement, tight no shows. Siltstone (30% at 13,900' increasing to 70% at 14,040') medium brown and light grey, tuffaceous, with fragments of pumice and obsidian. Claystone (10% throughout) light grey, green-grey, and purplish-grey, non-calcareous, non-swelling. Tuff (trace) tan to light grey, devitrified glass shard ash fall tuff. Mud wt. 12.1 Vis 38 w.1. 5.8 pH 10.1 C1 2100 Cum. Cost: $7,640,002 NOTE: Plan to log at end of this bit run (40.8 hours on bit at 0600 5-30-84 (187') Circulating and conditioning hole in preparation to run logs. Drilled 14,047' to 14,056', made short trip to 13,000', ran back to bottom with no drag and no fill, and drilled to 14,234'. Circulating and conditioning for wireline logs at report time. Have raised mud weight to 12.4 ppg. Lithology: Volcaniclastic sediments, predominently Tuffaceous Siltstone and interbedded Tuffaceous Sandstone, with minor Claystone and Ash-Fall Tuff. Sandstones are clay filled, tight, with no hydrocarbon shows. Mud wt. 12.4 Vis 44 w.1. 5.6 pH 9.5 C1 2100 Cum. Cost: $7,716,966 (Corrected depth SLM) (0') Logging. Completed conditoning hole. Rigged up Schlumberger and started logging. Have ran logs as follows: 1) DIL/SP-BHC/GR 14,225'-7,584' 2) LDT/CNL/NGT/CAL Running at report Mud wt. 12.4 C1 2100 Cum. Cost: $7,784,433 (0') Logging. Have completed following logs this run. 1) DIL/SP-BHC/GR 14,225'- 7,584' 2) LDT/CNL/NGT/CAL 14,229'- 7,584' 3) SHDT 14,230'- 7,584' 4) GYRO-SURVEY (Eastman) 14,220'- surface conditioning hole for VSP at report time. Mud wt. 12.4 Cum. Cost: $7,856,626 (0') Logging. Running VSP at report time. Mud wt. 12.4 Cum. Cost: $7,924,818 (0') Logging. Completed VSP. Recorded from 14,200-5000' at 50' intervals. from 5000'-500' shot check shots at 500' intervals. Running CST (Sidewall cores) at report time as follows: Run 1: 14,196'-13,185' Shot 45 recovered 41 Run 2: 13,170'- Shooting at report time. Cum. Cost: $7,984,929 Mud wt. 12.4 Tl~e above is correct Operator's Reprl~sent~uYve Nelson, Jr 1Dat~-30--84 I Title ITitle Operations Geologist Geologist {PaG~ 17 ARCO Alaska, Inc. Subt,~l~llry 01 AIIJnt~cR~chfilldComplfly Daily Geological Well Summary Operator ARCO Alaska Inc. Well Name ARCO Fire Island No. 1 District Denali Locality or Field Cook Inlet - Wildcat County or Parish Lease or Unit JState Alaska Spud Date 3-25-84 Date and depth as of 8:00 a.m. 5-27 (63) 13,788 5-28 (64) 13,797 5-29 (65) 13,944 Complete record for each day while drilling (128') Drilling. Drilled 13,660' to 13,788'. Circulated samples at 13,691'. Raising mud weight to 11.7 ppg at report time due to increased torque and drag last 15 '. Lithology: (13,650-13,788'): Interbedded Sandstone, Claystone, and Siltstone. Sandstone (20-80%) light grey, medium to coarse grained, quartzose, lithic, matrix light grey to white clay and occasional calcite cement, with Sandstone (less than ]0%, 13,710-13,760') medium brown, fine to coarse grained, quartzose, lithic, with brown silty matrix, tight, No hydrocarbon shows; Claystone, (10-60%) medium to light grey, and medium to dark brown, in part soluble, becoming slightly fissil below 13,700'; Siltstone (10-20%) light to medium grey, and dark brown, carbonaceous. Background gas 3 units. Mud wt. 11.5 Vis 40 w.1. 5.0 pH 10.1 C1 2200 Cum. Cost: $7,434,398 (9') Reaming back to bottom at 13,677'. Drilled 13,788' to 13,797', tripped for bit. Tested BOPE. Reaming back to bottom with new bit at report time (top fill at 13,677'). Lithology: (13,788-13,797') Predominently Claystone/Siltstone, with interbedded Sandstone as above and minor Shale. No hydrocarbon shows. Background gas 3 units. Mud wt. 11.5 Vis 40 w.1. 6.0 pH 10.1 C1 2200 Cum. Cost: $7,499,797 (147') Drilling. Reamed back to bottom at 13,797'. Drilled from 13,797' to 13,944 ' . Lithology: (13,797-13,920') Interbedded Sandstone/Conglomeratic Sandstone (up to 30' Thick) with Siltstone, Claystone, and Shale. ,. Sandstone, light grey to grey green, very fine to coarse grained~, occasional granular to pebbly, quartzose (80-90%) and lithic, with non-bentonitic clay matrix, spotty calcite cement, tight, no hydrocarbon shows; Siltstone, medium to .dark brown, sandy in part, non-calcareous, some carbonaceous matter; Shale, medium brown and pale green-grey, non-calcareous, slightly carbonaceous. Background gas 10 units. Mud wt. 11.9 Vis 39 w.1~. 6.2 pH 10.2 C1 2200 Cum. Cost: $7,574,885 The above is correct Signature _ Operator's Representative R. V. Nelson, Jr. JDa,~ -2 8- 84 J Title Title Operations Geologist J Page Geologist 16 ARCO Alaska, Inc. ~ ---'Daily Geological Well Summary SubSidiAry Of AlllnhcRichhlldComplny Operalor ARCO Alaska Inc. Districl Denali Locality or Field Cook Inlet - Wildcat Date and c~epth as of 8:00 a.m. 5-25 (61) 13,541' 5-26 (62) 13,660' Well Name ARCO Fire Island No. 1 County or Parish Lease or Unit I stateA1 aska ISpud Date 3-25-84 Complete record for each clay while drilling (68') Drilling. Completed cutting Core No. 7 to 13,478'. Pulled out of hole and laid down core. Ran into hole and drilled 13,478' to 13,541' at report time. Core Description: Core No. 7 (13,447-13,478') Cut 31', recovered 26' (84%) (Note below description made on 3' cuts in fiberglass core barrel). 13,447-13,449' (2.0'): Conglomerate,, medium grey-green, cobbles/pebbles hornblende dacite (?), Chert, and white quartz, matrix of coarse grained quartzose-lithic Sandstone with clay and calcite cement. Fair porosity, No hydrocarbon shows. 13,449-13,455'(6.0'): Sandstone, medium gray-greenish grey, medium-coarse grained quartzose to lithic, clay to calcite cement, poor-fair porosity No hydrocarbon shows. 13,455-13,458' (3.0'): Conglomerate, as above at 13,447', predominently pebble size with sandstone matrix, interbedded with Sandstone, as above, medium-coarse grained. Poor porosity, No hydrocarbon shows. 13,458-13,473' (15.0'): Sandstone, light to medium greenish grey, medium-coarse grained, quartzose to lithic, clay-calcite matrix, poor to fair visable porosity, No hydrocarbon shows. 13,473-13,478' (5.0'). No recovery. (NOTE: Biotite, feldspar and chert are common in sandstones, as are traces muscovite, epidote and graphite). Lithology: 13,478'-13,520': Interbedded Sandstone and Conglomerate as above, with trace-10% Siltstone, medium brown, microlaminated. Mud wt. 11.4 Vis 40 w.1. 5.8 pH 10.3 C1 2200 Cum. Cost: $7,281,988 (119') Drilling. Drilled 13,541' to 13,660' last 24 hours. Lithology: (13,540-13,650') Sandstone, decreasing downward (from 80-90% at 13,540' to 10% at 13,650'), light grey to green-grey, ~edium to coarse grained, locally conglomeratic, quartzose (60%) and lithic, light grey clay matrix and common calcite cement, tight, trace oil stain, no visable cut, trace bright yellow sample fluorescence, slow streaming yellow sample fluorescence, slow streaming yellow cut fluorescence at 13,490', 13,555', 13,580'-13,620', less tan 1% of total sample; with interbedded Claystone, medium to light grey, soft, soluble, and brown, soft, moderately well indurated; minor Siltstone, medium grey, and occasional Coal bed. Background gas 3 units, all Cl. Mud wt. 11.5 Vis 40 w.1. 5.8 pH 10.2 C1 2000 . Cum. Cost: $7,354,310 The above is correct J Da~-2 5--84 j T,,,. J Title Operator's Representative R. V. Nelson, Jr. Operations Geologist Page Geologist 15 ARCO Alaska, Inc. ,~ub$~rlt O! AlN, nhCRH:hf~ell~Comp'ny Daily Geological Well Summary Operator Well Name ARCO Alaksa Inc. ARCO Fire Island No. ] District I County or Parish Denali Locality or Field ILease or Unit I Cook Inlet - Wildcat Date and depth Complete record for each day while drilling as of 8:00 a.m. 5-22 (58) 13,356' 5-23 (59) 13,425' 5-24 (60) 13,473' State Alaska ISpud Date 3-25-84 (140') Preparing to trip for bit. Drilled 13,216' to 13,356' last 24 hours, circulating bottoms up to trip at report time. Lithology: 13,180'-13,350': Interbedded Claystone (40-70%), Sandstone (20-60%), Siltstone (trace-10%), Coal (trace to 10%), and Pebble-Grannule Conglomerate (trace). As above. Sandstone medium grained, occasionally coarse grained, with clay matrix, tight, No hydrocarbon shows. Mud wt. 11.0+ Vis 43 w. 1. 5.4 pH 10.2 C1 2800 Cum. Cost: $7,026,914 (69') Drilling. Trip for bit at 13,356'. Drilled 13,356' to 13,425' at report time. Lithology: Interbedded Claystone/shale (40-70%), Sandstone (20-60%), Siltstone (trace-20%), Coal (occasional bed), and Pebble to Granule Conglomerate (trace). Claystone has become non- bentonitic and non-calcareous; Sandstone, grey, medium to coarse grained, unconsolidated with clay matrix, calcareous cement in part, tight, No hydrocarbon shows. Background gas 4 units. Mud wt. 11.2 Vis 41 w.1. 5.8 pH 10.2 C1 2400 Cum. Cost: $7,094,275 (45') Coring. Drilled 13,425' to 13,447', circulated up drill break and ran core barrel. Cut Core No. 7 from 13,447' to 13,473' (26') at report time (oriented barrel). Lithology: (13,410'-13,447'): Interbedded Sandstone (40-80%), Siltstone (10-20%), Claystone/Shale(10-40%, Coal trace, and trace Pebble Granule Conglomerate: Sandstone (increasing to 80% of total sample in this interval), grey, medium to coarse grained, in part calcareous cemented, in part with clay matrix, tight, trace show 13,430-13,440', no stain, no odor, no cut, faint pale yellow'white cut fluorescence, (very slow to appear as sample is cut indicating low porosity, permiability). Background gas 4 units. Mud wt. 11.3 Vis 46 w.1. 5.8 pH 10.1 C1 2000 Cum. Cost: $7,204,327 The al:)ove is correct Nelson, Jr. I Title ITitle Operations Geologist Geologist [ Page 14 ARCO Alaska, Inc. ~ubSH3~Jry of AIIinhcR~chhel~Compiny Daily Geological Well Summary Operator ARCO Alaska Inc. District Denali Locahty or Cook Inlet - Wildcat Well Name ARCO Fire Island No. 1 County' or Pamsh ease or Unit Date and depth as of 8:00 a.m. 5-19 (55) 12,753' 5-20 (56) 12,931' 5-21 (57) 13,216' The above is correct Complete record for each day while drilling StateA1 aska ISpud Date 3-25-84 io~_21- 84 · ITitle ITitle (285') Drilling. Drilled 12,931' to 13,216'. Circulated samples at 12,970' (Claystone). Lithology: 12,900'-13,120': Claystone light grey to greenish gray, bentonitic, non calcareous, soft, soluable (gives 5-6 times background drilling breaks) up to 30 foot beds (possible ash beds?); with intervals of interbedded Sandstone (30-60%) as above in core no. 6, No shows, Claystone (30-60%) medium to dark brown, noncalcareous, non bentonitic, Siltstone (trace-10%) dark brown, non-calcareous, non bentonitic, Coal, as micro- laminations; and minor Pebble-granule Conglomerate, mostly quartz, chert, metamorphic and volcanic rock fragments. 13,120-13,180': As above 12,900-13,102', Sandstone (40-50%), Siltstone (trace), and conglomerate (trace). Appears that soft bentonitic clay is in thin interbeds and makes up less than 50% total claystone. (NOTE: overall lithology would suggest we are still in West Forelands FM.). Mud wt. 11.0 Vis 38 w.1. 5.4 pH 10.0 C1 2800 Cum. Cost: $6,962,473 Signalure ~ -- Operator's Re~j~esor~tive... --. Nelson, Jr. Geologist ]Page 13 (178') Drilling. Drilled 12,753' to 12,931', circulated up drilling breaks at 12,804' and 12,892'. Lithology: 12,734-12,900' Predominently Claystone, light grey to green grey, soft, dissolves in mud; with Sandstone (30%) as above in core no. 6, and Siltstone 20%. No hydrocarbons shows. The Claystone gives drilling breaks up to 6 times background rates (50-60'/hr). Background gas 5 units. Mud wt. 10.9 Vis 39 w.1. 14.0 pH 10.4 C1 2800 Cum. Cost: _$6,897,904 (191') Drilling. Completed trip out of hole and lay down core No. 6. Trip into hole, ream rat hole 12,699-12,734', drilled 12,734' to 12,753'. Lithology: (Note core description made on 3' cuts in fiberglass core barrel). Core No. 6 12,699-12,734', cut 35', recovered 30.7' (87.7%). ]2,699-12,702.7' (3.7'): Sandstone, light gray, salt and pepper, medium grained, quartzose friable with white clay matrix, tight, No hydrocarbon shows; with pebble conglomerate at 12,700.7'-12,702.7', average 1/2" in diameter, chert, volcanic and metamorphic rock fragments with sandstone matrix as above with calcareous cement, very poor porosity, No shows. 12,702.7-12,708.7' (6.0') Claystone, dark gray to black with coal laminations, and Clayey Siltstone medium brown to gray. 12,708.7-12,729.7' (21.0') Sandstone, grey, very fine to fine grained, quartzose, white clay matrix, poor porosity No shows; and Sandstone, gray, salt and pepper, medium grained, quartzose with calcareous cement, tight, No shows. 12,729.7-12,734.0'(4.3') No recovery. Background gas 10 units Mud wt. ]0.9 Vis 45 w. 1. 50 pH 10.5 C1 2800 Cum. Cost: $6,836,871 -Daily Geological Well Summary ARCO Alaska, Inc. 5ub~.~ch~ry OI &UlntlcRichhtldComplny Operator ARCO Alaska Inc. District Denali Locality or Field Well Name ARCO Fire Island No. 1 tCounty or Parish I Slate Alaska Lease or Unit I Spud Date3_25_84 Date and depth as of 8:00 a.m. Cook Inlet - Wildcat Complete record for each day while drilling 5-15 (51) 12,379 5-16 (52) 12,500 5-17 (53) 12,680 5-18 (54) 12,734 (]64') Drilling. Completed trip at 12,215', drilled 12,215' to 12,379' at report time. Lithology: 12,200-12,340': Interbedded Claystone (predominent), medium grey, soft to firm, non bentonitic; with Sandstone (10-30%) fine to coarse grained, predominently quartz with minor lithic and chert fragments, unconsolidated to friable, poor to good porosity, No hydrocarbon shows, and Sandstone (trace-10%) very fine to fine grained, quartzose, calcareous cemented, tight, No Hydrocarbon shows; with minor Siltstone, Coals and trace Tuff as above. Mud wt. 10.9 Vis 39 w.1. 5.4 pH 10.6 C1 3200 Cum. Cost: $6,572,032 (121') Drilling. Drilled from 12,379 to 12,500' in last 24 hours. Lithology: 12,340-12,490': As above. Interbedded Claystone (50-70%), Sandstone (trace-30%), Siltstone (trace-20%), Shale (trace-10%), occasional coal beds and trace tuff. No hydrocarbon shows. At 12,390-12,490', getting trace-15% Sandstone, green, fine to medium grained, quartzose with common chert and lithic fragments, friable, non-calcareous, tight, No shows. Mud wt. 10.9 Vis 39 w. 1. 5.2 pH 10.5 C1 3000 Cum. Cost: $6,634,451 (180') Drilling. Drilled from 12,500' to 12,680'. Lithology: (12,490'-12,640') Predominently Claystone (30-80%) light grey, non-calcareous, non bentonitic to bentonitic, increasing downward; with interbedded Sandstone (10-30%) grey, medium to coarse grained, quartzose, unconsolidated to friable, clay matrix, fair porosity, No hydrocarbon shows; and Sandstone (trace-10%) White to light grey, very fine to fine grained, quartzose, calcareous cemented, tight, No hydrocarbon shows; minor Siltstone, Shale, and Coal., with trace Tuff as above. Background gas ]0 units. Mud wt. 10.9 Vis 40 w.1. 5.2 pH 10.3 C1 3000 Cum. Cost: $6,694,931 (54') Pulling out of hole with core No. 6. Drilled 12,680-]2,699'. Tripped and picked up core barrel. Cut core #6 from 12,699' to 12,734' (35'). Tripping out of hole with core at report time. Survey at 12,699',.4 1/4°. Lithology: 12,680-12,699': Interbedded Claystone and Shale (30-70%), Sandstone (10-50%) Siltstone (trace to 20%) and occasional Coal, as above, becoming more sandy towards base, No hydrocarbon shows. 12,699'-12,734': (Core #6) Not out of hole at report time. Interval appeared Sand rich while coring (greater than 50% sandstone in cuttings while coring). Core at average of 5 feet per hour. Background gas 10 units, No hydrocarbon shows. Mud wt. 10.9 Vis 42 w.1. 5.4 pH 10.6 cl 2800 ' Cum. Cost: $6,760,616 The above is correct Operator's Repr~sent{L~ve Nelson, Jr 1Oat~_l 5-84 I Title Operations Geologist Geologist Page 12 ARCO Alaska, Inc. Sub~.~d~a~y OI AIl~nticRichtleldComp~n~ Daily Geological Well Summary Operator ARCO Alaska Inc. District Denali Locality or Field Cook Inlet - Wildcat Date and depth as of 8:00 a.m. 5-11 (47) 11,715' 5-12 (48) 11,887' 5-13 (49) 12,066' 5-14 (50) 12,215' Well Name ARCO Fire Island No. I County or Parish i Lease or Unit IState Alaska ISpud Date 3-25-84 Complete record for each (:lay while drilling (90') Tripping into hole. Drilled 11,625' to 11,715' and tripped for bit. Tested BOP equipment and are tripping back into hole at report time. Lithology: 11,600'-11,700' Predominently Siltstone and Claystone; with 20-40% Sand/Sandstone, light grey to salt and pepper, very fine to medium grained, quartzose, in part unconsolidated, in part calcareous cemented, poor to good porosity. No hydrocarbon shows. Minor Shale, Coal and trace tan-orange tuff throughout. Mud wt. 10.9 Vis 46 w.1. 5.4 pH 10.1 C1 3300 Cum. Cost: $6,308,321 (172'). Drilling. Completed trip into hole at 11,175', and drilled to 11,887' . Lithology: 11,700'-11,870': Interbedded Claystone, Siltstone, Sandstone and occasional Coal beds. Claystone and Siltstone are predominent. Sandstone, as above, grey, fine to / ~e--~ ~ained, occasional c~a-~se ~ granules, quartzose with chert~ and lithic volcanic fragments, unconsolidated to friable, fair porosity, No hydrocarbon shows; with some Sandstone, very fine to fine grained, calcareous cement, tight, No hydrocarbon shows. Mud wt. 10.9 Vis 41 w.1. 5.2 pH 10.2 C1 3500 Cum. Cost: $6,377,724 (179'). Drilling. Drilled 11,887' to 12,066' last 24 hours. Lithology: 11,870'-12,020': Interbedded Claystone (predominent), Siltstone, Sandstone (10-30%) and occasional Coal and Tuff. Sandstone as above, poor to good porosity, No hydrocarbon shows. Mud wt. 10.9 Vis 40 w.1. 5.2 pH 10.5 C1 3400 Cum. Cost: $6,441,610 (]49'). Tripping out of hole at report time. Drilled 12,066' to 12,215 and tripped. Survey at 12,215' 5°. Lithology: 12,020'-12,070': Interbedded Claystone, Siltstone, Sandstone, occasional Coal and Tuffs as above, with N__o Hydrocarbon shows. 12,070'-12,200': As above, Sandstone changes to 60-70% very fine to fine grained quartz with 30-40% multicolored chert, volcanic rock fragments and minor metamorphic rock fragments, unconsolidated to friable, poor to good porosity, No hydrocarbon shows. Claystone, changes from grey to grey-brown to brown below 12,120', slightly bentonitic. Traces of Limestone, tan-orange. Mud wt. 10.9 Vis 43 w.1. 5.2 pH 10.15 C1 3400 Cum. Cost: $6,510,938 The above is correct Signature Operat°r's Rep~s.e~'ta.t W~ e i s on, Jr. {o~,~_11-84 Title Title Operations Geologist Geologist [Page 11 ARCO Alaska, Inc. Subs~d~lf¥ ol AlllnhcR~chl~lldComplny Daily Geological Well Summary Operator ARCO Alaska Inc. District Denali Locahty or Field Cook Inlet - Wildcat Well Name ARCO Fire Island No. I County or Parish Lease or Unit IState Alaska ISpud Date 3-25-84 Date and Oepth as of 8:00 a.m. 5-7 (43) 11,132' 5-8 (44) 11,264' 5-9 (45) 11,395' 5-10 (46) 11,625' Complete record for each day while drilling (264') Drilling. Drilled 10,868'-1],132' last 24 hours. Lithology: 10,849'-11,038': Interbedded Sandstone, Siltstone, Claystone, Shale, and Coal, with occasional trace tuff. Sandstone as above with No hydrocarbon shows. 11,038'-11,130': Interbedded Claystone (30-70%), Sandstone, Siltstone, Shale, Coal, and Tuff. Sandstone becoming very clay ('bentonitic) rich below 11,038', in part calcareous, low porosity, no hydrocarbon shows. Shales, Siltstones and Claystone all becoming more bentonitic downward. Possible top West Forelands FM @ 11,038' Mud wt. 10.8 Vis 44 w.1. 5.4 pH 10.1 C1 3300 Cum. Cost: $6,043,392 (132') Drilling. Drilled 11,132' to 11,135', tripped for bit, and drilled to 11,264' at report time. lithology: 11,130-11,230' Interbedded Sandstone, Siltstone, Claystone, Shale, Coal, and Tuff. Sandstone, grey, very fine to medium grained with granule and pebble fragments, quartzose with volcanic lithic fragments and chert, clay matrix, with occasional calcite cement, fair to good porosity, No hydrocarbon shows, Sandstone makes up 30-80% of interval; Tuff, orange brown with black shards, non-bentonitic, silicious, trace throughout interval. Mud wt. 10.9 Vis 46 w.1. 5.4 pH 10.2 C1 3300 Cum. Cost: $6,107,887 (131') Drilling. Drilled 11,264' to 11,325', tripped for bit, and drilled to 1],395' at report time. Survey at 11,325' at 6 1/4°. Lithology: 11,230'-11,370' Interbedded Sandstone, Siltstone, Claystone, Shale, Coal, and Tuff, as above. Sandstone has fair to good porosity, No hydrocarbon shows. Background gas is 5 units with a peak of 84 units(all C1) associated with coal at 11,332'. Mud wt. 10.9 Vis 46 w.1. 5.8 pH 10.4 C1 3400 Cum. Cost: $6,177,736 (0') Drilling. Drilled 11,395' to I],625' in last 24 hours. Lithology: Claystone dominant throughout (30-70%) with Shale and Siltstone (10-40%), Sand/Sandstone, (trace-30%), and occasional Coal bed. Sandstone has Calcareous cement 1] ,370'-11,540', is tight, with No hydrocarbon shows; below 11,540' Sandstone has clay matrix and is poorly consolidated to friable, fair to good porosity, with no hydrocarbon shows. Background gas 4 units. Mud wt. 10.9 Vis 43 w.1. 6.2 pH 10.0 C1 3000 Cum. Cost: $6,244,096 RECEIVED Alaska Oil & Gas Cons. Commission Anchorage The above is correct Operator's Representa_ttve R. V. Nelson, Jr. ]Oat~5 - 7- 84 Title ITitle Operations Geologist Geologist I~age 10 ARCO Alaska, Inc. ~-ub$~dhlry OI AtlinhcRichfieldComplny Daily Geological Well Summary Operator ARCO Alaska Inc. District Denali Locahty or Field Cook Inlet - Wildcat Dale and depth as of 8:00 a.m. 5-4 (40) 10,755' 5-5 (41) 10,830' 5-6 (42) 10,868' Well Name ARCO Fire Island No. I County or Parish Lease or Unit I Stat'Alaska lSpud Date 3-25-84 Complele record for each day while drilling (62') Drilling. Completed Core No. 4 10,666' to 10,692' (corrected depth), laid down core and tested BOP equipment to 5000 psi. Ran in hole and drilled 10,692' to 10,755' at report time. Lithology: Core No. 4 (10,666'-10,692'), Cut 26', Recovered 16', 62%. 10~666'-10,682': Sandstone, light to medium grey, salt and pepper, medium to coarse grained, occasionally fine grained, predominently quartz (80-90%), with minor chert, swelling clay matrix, occasional calcite cemented, good visable porosity, No hydrocarbon shows. 10,682'-10,692': No recovery. 10,692'-10,755': Predominently Sandstone, grey, fine to very coarse grained, occasional conglomeratic, quartzose, cherty, lithic, with interbedded Siltstone, in part calcite cemented, and occasional thin coal stringers. No hydrocarbon shows. Background gas 20 units. Mud wt. 10.7 Vis 40 w.1. 6.6 pH ]0 C1 3600 Cum. Cost: $5,852,507 (75') Coring. Drilled 10,755-10,821'. Picked up core barrel and cutting core no. 5 10,821 to 10,830' at report time. Lithology: (10,755-10,821') Interbedded Sandstone, Siltstone, Claystone, and Coal, with Sandstone decreasing downward. Sandstone is light grey, very fine to fine grained, quartzose with calcareous clayey matrix, tight, No hydrocarbon shows. Background gas 20 units, peak 121 units/20 units at 10,780' with C1, C2 and IC4. Mud wt. 10.7 Vis 44 w.1. 5.6 pH 10.5 C1 3600 Cum. Cost: $5,914,363 (38') Drilling. Continued cutting core No. 5 to 10,849', lay down core, ream core hole 10,821-10,849' and drill to 10,868' at report time. Lithology: NOTE core description from cuts every 3' in fiberglass core liner. Core No. 5 (10,821'-10,849') cut 28', recovered 23.5' (83.9%). 10,821'-10,832.5' (11.5') Sandstone, medium grey to salt and pepper, very fine to medium grained, occasional coarse grained, quartzose (90%) with multi colored chert and lithic fragments, common carbonaceous and coal fragments, white, bentonitic, clayey matrix, friable, fair to good porosity; no shows except around coaly fragments, (less than 1% of samples), have brown stain surrounding them, a yellow sample fluorescence, no visable cut, bright yellow white cut fluorescence. 10,832.5'-10,835.5' (3.0') Conglomerate, pebbles and cobbles with sandstone matrix as above, well rounded, clasts are tan-gray chert and quartzite, andesite, granite, and Siltstone, fair to good porosity, No hydrocarbon shows. 10,835.5'-10,844.5' (9.0'). Interbedded Siltstone, shale and Coal; Siltstone and Shale are grey-dark grey, firm, very clayey and bentonite rich with occasional black coal laminae throughout. 10,844.5'-10,849.0' (4.5') No recovery. Background gas 20 units Mud wt. 10.7 Vis 48 w.1. 5.6 pH 10.7 C1 3600 Cum. Cost: $5,982,466 The above is correct Signat~f.P~ ~ Operator's Rep~sent~Jive Nel son, Jr Oat..g -4- 84 I Title ITitle Operations Geologist I Page 9 Geologist ARCO Alaska, Inc. ,~ubS.,O:ary of AlllnhcR:chft41dr:omplnY ,Daily Geological Well Summary Operator ARCO Alaska Inc. District Denali Locality or Field Cook Inlet - Wildcat Date and depth as of 8:00 a,m. 4-30 (36) 10,334' 5-1 (37) 10,460' 5-2 (38) 10,661 ' 5-3 (39) 10,693' Well Name ARCO Fire Island No. 1 t County or Parish Lease or Unit State Alaska ISpud Date 3-25-84 Complele record for each day while drilling (126') Drilling. Continued cutting core #2 from 10,208' to ]0,260', laid down core, and reamed rat hole 10,200'-10,260'. Drilled 10,260'-10,334' at report time. Lithology: Core #2, 10,200'-10,260', cut 60', recovered 60', 100% (Note core in fiberglass barrel, inspected only at cut ends every 3 feet). No detailed description available at report time. Core appears to be predominently Sandstone fine to very fine grained, tight with No hydrocarbon shows. 10,260-10,270': Sandstone 30%), Sandy Siltstone to Siltstone (40%), Claystone (20%) and Coal (10%); Sandstone, light grey to tan, unconsolidated to 'friable, quartzose, occasional calcite cement, occasional clayey, tight, No hydrocarbon shows. Mud wt. 10.6 Vis 44 w.1. 7.0 pH 10 C1 4500 Cum. Cost: $5,342,628 (126') Tripping. Drilled 10,334' to 10,460', tripped. Slipping and cutting drilling line at report time. Lithology: Predominently Claystone (60%), brown, soft, moderately to very soluble, very silty; with interbedded Siltstone (20%), Sandstone (10%), and Coal (10%). Sandstone, white to light brown, very fine to fine grained, occasionally coarse grained, quartzose, calcareous cement, fair porosity, No hydrocarbon shows. Background gas 10 units. Mud wt. 10.6 Vis 44 w.1. 6.8 pH 10.2 C1 4500 Cum. Cost: $5,419,309 (201') Picking up core barrel. Completed cutting and slipping drilling line and tripping into hole. Drilled from 10,460-10,651', tripped for core barrel on drilling break at 10,661'. Lithology: 10,460'-10,651': Predominently Claystone (50%), with interbedded Siltstone (30%), Sandstone (I0%) and Coal (10%). 10,651-10,661': Sandstone, light gray to varicolored, fine grained to conglomeratic, quartzose, with chert and lithic fragments, unconsolidated, no show in samples, trace greenish- yellow cut fluorescence in mud, gas at 10,650' 32 units over background of 20 units, 4560 ppm C1, 0 C2, 0 C3, 53 ppm IC4. NOTE: Possible top Hemlock formation 10,350-10,440', first major Hemlock sand at 10,651'. Mud wt. 10.7 Vis 400 w.1. 6.8 pH 10.2 C1 4300 Cum. Cost: 5,479,976 (32') Cutting Core #4. Cut core ~3 10,66]'-10,666', core barrel jammed. tripped out, re-dressed core barrel and changed core head. Now cutting core ~4 10,666'-10,693' at report time. Lithology: Core #3. 10,661'-10,666', cut 5', .recovered 0.75' (9"), 15% recovery. 10,661'-10,661.75' (0.75'): Sandstone; light grey salt and pepper, medium to coarse grained, occasionally fine grained, quartzose (85%), cherty, traces micas, feldspar, clay matrix with minor spotty calcite cement, porous (10-15%); trace show, very slight petroleum odor when crushed, trace light brown stain (<1%) no sample fluorescence, no cut, trace slow streaming bright yellow cut fluorescence. 10,661.75'-10,666.0' (4.25'): No recovery. Mud wt. 10.7 Vis 40 w.1. 6.4 pH 10.0 C1 4200 Cum. Cost: 5,782,768 The above is correct ~3perator's ..p~.eo~i.~e Ne 1 s on, J r. 1Dat~4. --3 0- 84- Title ITitle Operations Geologist Geologist ! Page 8 ARCO Alaska, Inc. ,~ub$~l~r¥ Ol All~nh¢fl~chh~ldComp~ny . ,Daily Geological Well Summary Operator ARCO Alaska Inc. District Denali Locality or Field Cook Inlet - Wildcat Date and depth as of 8:00 a.m. 4-27 (33) 9,873' Well Name ARCO Fire Island No. I t County or Parish Lease or Unit 4-28 (34) 10,004' 4-29 (35) 10,208' The above is correct Complete record for each day while drilling State Alaska ISpud Date 3-25-84 (27') Cutting Core No. 1. Drilled 9,846' to 9,871', circulated up drilling break (72 feet/hr). Tripped for core barrel, run in hole and cored from 9,871 '-9,873' at report time. Lithology: 9,840'-9,870'. Predominently Claystone, as above, grading downward into Siltstone, with occasional coal stringer. 9,870-9,873': Sand, light gray salt and pepper, fine to medium grained with 10-15% coarse grained to pebble sized clasts; quartzose, with 5-10% volcanic lithic fragments, unconsolidated; with Sandstone, light gray, very fine to fine grained, quartzose, calcite cemented, poor porosity; both Sand and Sandstone has show as follows: Trace visible oil in mud with dull orange-yellow fluorescence, bright orange yellow milky cut fluorescence. Samples had no stain, no odor, no cut, 10-20% of samples had slow to fast streaming milky yellow cut fluorescence with an orange yellow residual cut fluorescence. Gas at 9,871' was 128 units over a background of 20 units with 34295 ppm C1, 52 ppm C2, 0 ppm C3, 48 ppm C4. appears to be poor show of residual oil. Mud wt. 10.3 Vis 48 w.1. 7.4 C1 5000 pH 10 Cum. Cost: 5,155,405 (131') Drilling. Cut core #1 9,876'-9,935'. Reamed core hole and drilled 9,935' to 10,004' at report time. NOTE: Depth correction- Top core #1 at 9,876' not 9,871'. Lithology: CORE NO. 1: 9,876'-9,935', cut 59', recovered 58', 98.3%. (Core in fiberglass sleeve and examined on wellsite only at 3 ft. intervals where cut for shipment.) 9,876'-9,879' (3'): Sandstone light brownish gray, very fine to fine grained, quartzose, trace calcite cement and common clay matrix, good porosity, no odor, stain, sample fluorescence, or cut, dull gold-orange cut fluorescence. 9,879'-9,910 (31'): Interbedded $iltstone, Sandy Siltstone, and common Coal, No hydrocarbon shows. 9,910-9,916' (6'): Sandstone, light grey, very fine to fine grained, quartzose, friable with clay matrix, tight, No hydrocarbon shows. 9,916'-9,934' (18'): Interbedded Claystone and occasional Coal. 9,934'-9,935' (1'): No Recovery. 9.935'-10,000': Predominently Siltstone and Claystone as above with minor Sandstone, No hydrocarbon shows. Mud wt. 10.4 Vis 46 w.1. 7.4 pH 9.5 C1 4800 Cum. Cost: $5,215,629 (203') Cutting core #2. Drilled 10,004' to 10,200', Cut core #2 from 10,200' to 10,208' at report time. Lithology: 10,000'-10,200'. Predominently Claystone, with common Coal beds, and occasional interbedded Sandstone and Siltstone. At 10,130-10,140' had poor trace of show with trace dull yellow sample fluorescence, slow streaming milky-yellow cut fluorescence in siltstone, with associated 183 units gas (background 20 units) with 17,623 ppm C1, 51 ppm C2, 16 ppm C3, 71 ppm IC4. Mud wt. 10.4 Vis 49 w.1. 7.2 pH 10 C1 4700 Cum. Cost: $5,276,996 ECEIVE IDa~_ 27 -- 84 Operations Geologist AUG O Operator's Re~eserkt~tive ,, ~. v. ~elson Jr. Title Geologist Alaska 0il & Gas Anchorage ARCO Alaska, Inc. ~ub$,d~ary of Atllnt~CR:Chf~eldComplny · - ,.)aily Geological Well Summary Operator ARCO Alaska Inc. District Denali Locality or Field Cook Inlet - Wildcat Date and depth as of 8:00 a.m. 4-23 (29) 9,175' 4-24 (30) 9,384' 4-25 (31) 9,647' ~-26 (32) 9,846' Well Name ARCO Fire Island No. ] County or Parish !Lease or Unit I stat~Alask{ Spud Date ' - 3-25-~z~ Complete record for each day while drilling (587') Drilling. Drilled 8,588' to 9,175'. Lithology: Predominent Claystone (70-90%) light to medium gray, sticky, changes below 8,540' to a light brown to medium gray-brown clay- claystone, slightly firm, slightly bentonitic; with interbedded Shale, Siltstone, Coal, Sand, and Sandstone. Sandstone, light gray to salt and pepper, very fine to fine grained, quartzose, cherty, with volcanic rock fragments and feldspar below 8,540', calcareous cement, fair porosity, No hydrocarbon shows. Still getting trace show from mud and occasionally from sandstone associated with coals, no sample fluorescence, no visable cut, dull yellow-white cut fluorescence, dull yellow-white residual cut fluorescence as rim in spot dish. Mud wt. 9.9 Vis 46 w.1. 8.4 pH 9.5 C1 4100 Cum. Cost: $4,860,301 (209') Tripping in hole. Drilled to 9,203' and circulated for samples. Drilled to 9,384' and circulated bottoms up. Began to pull out of the hole with some swabbing. Raised mud weight to 10.1 ppg and pumped nut plug pill to clean stabilizers. Pulled out of the hole. Worked on bell nipple. Picked up new bit # 14 and started in hole. Lithology: Claystone predominent (80-90%) light to medium gray and brown, firm to plastic, occasionally calcareous; with thin interbeds of Siltstone; light brown and light to medium gray. occasionally sandy, occasionally calcareous; thin Coals; and occasional Sand to Sandstone; light gray very fine to fine with occasional lithic granules, probably fair porosity. No visible shows, minor amounts of C2 noted from 9,250'-9,260'. In Tyonek. Mud wt. 10.1 Vis 41 w.1. 8.0 pH 9.5 C1 4500 Cum. Cost: $4,934,701 (263') Drilling. Completed trip at 9,384', drilled 9,384' to 9,647' at report time. Circulated samples at 9,407' and 9,607'. Lithology: 9,384-9,640'. Dominently Claystone as above, with traces to minor interbedded Sand, Sandstone, Siltstone, and occasional thin Coal interbe~s. Sandstone, light gray to tan, very fine to fine grained, occasionally medium to coarse grained, quartzose with lithic fragments of volcanics and metamorphics, trace chlorite, calcareous cement, poor porosity, No hydrocarbon shows. Background gas 8 units, trip gas at 9,384' has traces C2 and C4 in it. Mud wt. 10.2 Vis 44 w.1. 8 pH 9 C1 5200 Cum. Cost: $5,000,3900 (199') Tripping in hole to drill ahead. Drilled 9,647' to 9,846' and tripped for bit. Tested blow out preventor equipment successfully and are running back into hole to drill at report time. Lithology: 9,600-9,840': as above. Predominently Claystone, light grey to brown, non to slightly swelling, with minor Sand/Sandstone, Siltstone, Coal, and traces white bentonitic tuffaceous Claystone. Sand/Sandstone, salt and pepper, fine to medium grained, quartzose, with minor volcanic lithic fragments, calcareous cement, poor porosity, No hydrocarbon shows. Background gas 23 units, had traces of C2 and C4 at 9,741 and traces of C2 at 9,777'. Mud wt. 10.2 Vis 44 w.1. 8.0 pH 9.0 C1 5200 Cum. Cost: $5,070,680 The above is correct Signature ~_.,~.. Operator's Representative R. V. Nelson Jr. IDate 4-23-84 Title ITitle Operations Geologist Geologist IPage 6 ARCO Alaska, Inc. ,~ub~ld~lry Ol AIIInbcRichfilldCompany =Daily Geological Well Summary Operalor ARCO Alaska Inc. Well Name ARCO Fire Island No. 1 District I County or Parish Lease or Unit IState Denali Locality or Field Cook Inlet - Wildcat Date and depth as o! 8:00 a.m. 4-18 (24) 7,626' 4-19 (25) 7,626' 4-20 (26) 7,697' 4-21 (27) 8,054' 4-22 (28) 8,588 Complete record for each clay while drilling Alaska · I ,Spud Date 3-25-84 (0') Nippling up blow out preventors. Displaced cement bump plug with 1500 psi. OK. Nippled down BOP's and set 13 3/8" slips with 540,000 lbs. Nippled down 20" BOP's and installed packoff spool. Tested same with 2000 psi. Nippling up 13 3/8" BOP's Mud wt. 9.4 Vis 36 w.1. 8.6 pH 8.5 C1 4200 Temp 66 Cum. Cost: $4,471,492 (0') Picking up new hook. Finished Nippling up BOP's and attempted to test same. Could not get pass bell nipple. Rigged down bell nipple and tested. Re-installed bell nipple. Now changing out hook. Mud wt. 9.8 Vis 36 w.1. 9.2 pH 8.5 C1 4200 Cum. Cost: $4,939,773 (71') Drilling. Tested casing to 1700 psi for 30 minutes. Drilled out shoe to 7,637' and ran leak off test to 2280 psi (15.5ppg equivalent). Drilled to 7697' at report time. Lithology: 7,626-7,680': Interbedded Claystone and Coal, with minor Sand, gray, medium to coarse grained, occasionally fine grained, unconsolidated, No hydrocarbon shows. Mud wt. 9.6 Vis 40 w.1. 8.8 pH 10 C1 4000 Cum. Cost: $4,613,813 (357') Drilling. Drilled 7,697' to 7,700'. Tripped to change bottom hole assembly. Drilled 7,700' to 8,054' at report time. Lithology: 7,680-8,054': Predominently Claystone, with interbedded Coals, Sand, Sandstone and Siltstone. Sands are unconsolidated fine to medium grained, quartz rich, up to 5-10% at 7,900-7,940', No hydrocarbon shows. Sandstone, salt and pepper, very fine grained, calcite cemented poor to fair porosity, trace through out with 10% at 7900', No hTdrocarbon shows. Background gas 11 units. Mud wt. 9.7 vis 42 w.1. 9.6 pH 11.0 C1 3800 Cum. Cost: $4,683,993 ' (534') Tripping for bit. Drilled 8,054-8,588'. Tripped for bit, attached fill up line to BOP stack, preparing to run back in to hole to drill. Lithology: Predominently Claystone, dark gray to gray brown, non-calcareous, non swelling (60-90%); with 10-20% Sandstone, salt and pepper, very fine to fine grained, calcareous, friable, No hydrocarbon shows; and Siltstone, dark gray, hard, calcareous, carbonaceous, No hydrocarbon shows; had Trace hydrocarbon show in mud (less than 1%) below 8,379'. No stain, dull orange sample fluorescence, no visable cut, dull yellow-white milky cut fluorescence white-yellow residual cut fluorescence. Background gas 16 units, all Cl. Mud wt. 9.7 Vis 43 w.1. 8.2 pH 9.0 C1 5200 Cum. Cost: $4,755,179 The above is correct Signature Operator's Repr'~.enta~lv.e Nelson, Jr. IDat~ -- 18-- 84 Title ITitle Operations Geologist Geologist I Pa~e 5 ARCO Alaska, Inc. =-ub~,:dllry Of AlllnhcR~hl~eldCo~'~&,ln¥ ,--~Daily Geological Well Summary Operator ARCO Alaska Inc. Well Name ARCO Fire Island No. I District Denali Locality or Field Cook Inlet - Wildcat County or Parish Lease or Unit StateAlaska Spud Date 3-25-84 Date and depth as of 8:00 a.m. 4-14 (20) 7,503' 4-]5 (21) 7,626' 4-16 (22) 7,626' 4-17 (23) 7,626' Complete record for each day while drilling (710') Circulating bottoms up to check lithology. Drilled 6,793' to 7,373', Circulated bottoms up to check lithology, drilled to 7,467' circulated bottoms up to check lithology, drilled to 7,503' circulated bottoms up to check lithology at report time. Lithology: 6,793-7,120': Predominently Claystone, medium to light gray, firm; with occasional interbedded Siltstones, light gray-light brown, sandy, non-calcareous; thin lignitic Coal beds; and minor thin Sandstone stringers. Minor to traces of heavy- residual oil 6,960-6,990', less than 5% spotty stain and yellow orange sample fluorescense, no cut, dull milky cut fluorescence. 7,]20-7,503': Becoming sandier, interbedded Sand/Sandstone, Claystone, minor Siltstone, and numerous, relatively thick bituminous coal beds; Sand/Sandstone, light grey, very fine grained to granular, quartzose, appears to be for the most part unconsolidated. Trace oil shows at 7,250-7,270' and 7,370'- 7,390', occured in reddish carbonates (siderite) and in Siltstones, are heavy- residual trace shows, with less than 10% tarry stains, dark straw cut, milky yellow cut fluorescence. Background gas 45 units, peak 280 units at 6,840' all Cl. NOTE: Sample top Tyonek FM @ 7,200'. Mud wt. 9.7+ Vis 44 w.1. 10.5 pH 9.5 C1 2100 Cum. Cost: $3,466,157 (123') Running Schlumberger wireline logs. Drilled 7,503' to 7,626', circulated bottoms up, conditioned hole for logging. Running DIL/SFL/GR/SP BHC SONIC at report time. Lithology: 7,503-7,626' as above interbedded Sands/Sandstone, Claystone, Siltstone, with common Bituminous Coal beds up to 10' thick. No oil shows. Background gas 25 units, with peak of 105 units at 7570', all Cl. Mud wt. 9.9 Vis 45 w.1. 9.8 pH 9.5 C1 2100 Cum. Cost: Not Recieved (0') preparing hole to run ]3 3/8" casing. Run Schlumberger wireline logs as follows. DIL/SFL/GR/SP/BHC-SONIC 7,598-1,685 ' LDT/CNL/SGR 7,578-1,685 ' SHDT (Stratigraphic Dipmeter) 7,578-1,685' BGT (Borehole Geometry) 7,59]-1,685' Temperature log (max BHT 118°) 7,578-1,550' No zones of interest were noted on the logs. Mud wt. 9.9 Vis 45 w.1. 9.8 pH 9.5 C1 2100 Cum. Cost: $3,590,844 (0') Cementing 13 3/8" casing at report time. Conditioned hole and ran 13 3/8" casing, landed shoe at 7,603', cementing same at report time. Background gas 20 units when conditoning hole. Mud wt. 9.8 Vis 46 w.1. 10.4 pH 9.0 C1 2100 Cum. Cost: $4,346,942 The above is correct -Operator's Reoresentative R. V. Nelson, Jr. I Title Title Operations Geologist Page Geologist 4 ARCO Alaska, Inc. ~ Daily Geological Well Summary ARCO Alaska Inc. Well Name ARCO Fire Island No. 1 District Denali Locality or Field Cook Inlet - Wildcat Date er~ ~ept~ · s of 8.00 ~.m. 4-10 (16) 6,327' 4-11 (17) 6,793' 4-12 (18) 6,793' 4-13 (19) 6,793' County or Pwish Lease or Unit Comp~ele record for each day while drilling State lSpud Date 3-25 -$/: (1,045') Drilling. Drilled 5,282' to 5,294'. Tripped and changed bottom hole assembly from 17 1/2" to 12 1/4". Drilled 12 1/4" hole 5,294' to 6,327' at report time. Survey at 5,986' ]/4°. Lithology: 5,220''-5,310': Clay (50-70%) yellow-brown to olive-green, soft, very soluable, with Sandstone (30-50%) light gray-black, very fine to fine grained, moderately well sorted, silicious cement (No hydrocarbon shows). 5,310'-5 670' , : Interbedded Sandstone (60-90%) and Clay (]0-30%) as above (No hydrocarbon shows). 5,670-6,060': Interbedded Clay (60-90%) and Sandstone (10-30%), as above with minor Siltstone and Coals below 5,670'. Background gas 15 units, all C1, associated with coals. No hydrocarbon shows. Mud wt. 9.1 Vis 41 w. 1. 13.8 pH 9.5 C1 1600 Cum. Cost: $3,149,286 NOTE: KB 117' Mudline at 159' MD, Water Depth 42' (466') preparing to open 12 1/4" hole to 17 1/2" hole from 5,272' to 6,793'. Drilled 12 1/4" hole to 6,793', tripped out, hole tight 6,770-5,468', bridged off at 5,656' when attempting wiper trip. Completed trip, layed down 12 1/4" bottom hole assembly, picked up 17 1/2" bottom hole assembly, running into hole at report time (at 3,760'). Lithology: 6,060'-6,793': Interbedded Claystone and Coal, with subordinate Sandstone and Siltstone. Sandstone, fine to medium grained, quartzose with up to 20% volcanic lithic fragments, unconsolidated, No hydrocarbon shows. Background gas 50 units, peak 305 units at 6,660' all C1 associated with coals Mud wt. 9.1 Vis 40 w.1. 14.6 pH 9.5 C1 2000 Cum. Cost: $3,230,169 (0') Opening 12 1/4" hole to 17 1/2" hole from 5,296' to 6,468' at report time Background gas 45 units, had 730 units on trip at 6,793' all C1 Mud wt. 9.5 Vis 41 w.1. 16.4 pH 9.0 C1 2000 Cum. Cost: $3,330,052 (0') Opening hole from 12 1/4" to 17 1/2",. Tripped for bit, tested blow out preventor equipment. Ran into hole to 6,560' (tight spots at 5,862-5,955' and 6,468-6,560'). Opened hole to 17 1/2" to 6,793' at report time. Background gas 45 units. Mud wt. 9.7 Vis 41 w.1. 18 pH 8.5 C1 2400 Cum. Cost: $3,400,310 TI~ Mx~ve ts correct -- Of~rllOCl Representative · [D~te 11'% Title iTitle Op~aLions Geologist Ccc!cgi~t IPage ARCO Alaska, Inc. ~ub$~d~i,'! ol &tllnhcR~chl~'ldCemplny · Daily Geological Well Summary Operator ARCO Alaska Inc. District DENALI Locality or F~eic~ Cook Inlet - Wildcat Date and depth as of 8:00 4-6 (1 2) 2,602' 4-7 (13) 3,702' 4-8 (14) 4,882' 4-9 (15) 5,282' Well Name ARCO Fire Island No. ] iCounty or Parish Lease or Unit Complete record for each day while drilling IState Alaska ISpud Date 3-25-84 (892') Drilling. Drilled out shoe and new hole to 1,720'. Ran leak off test to 13.1 ppg equivalent mud weight. Drilled to 2,602'. Lithology: 1,710'-1,980' predominently Gravel and Sand with minor interbedded clay. No shows. 1,980'-2,250': Clay with minor siltstone, no shows. 2,250-2,602': sand, dark gray to gray green, coarse to very coarse, minor pebbles. No shows. Background gas ] unit. Mud wt. 8.8 Vis 35 w.1. 18.6 pH 9.0 C1 800 Cum. Cost: $2,820,804 (1,100') Drilling. Drilled to 2,626', tripped for bit, drilled to 3,702'. Survey at 3,142'- 3/4 °. Lithology: 2,520-3,250': Sand/Sandstone, thinly interbedded with clay. 3,250-3,540': Sand/Gravel beds interbedded with clay, Siltstone and very minor lignite. Background gas 1 unit. Mud wt. 8.8 Vis 35 pH 9.0 C1 800 (1,180') Drilling. Drilled to 3,732', tripped for bit, drilled to 4,882' at report time. Survey at 4,527' - 1 1/4°. Lithology: 3,540-4,050': Clay, gray-green, soft, moderately soluable; with minor Sandstone, dark gray green, fine to medium grained, hard to very hard with siliceous cement, tight, No shows. 4,050'-4,380': Interbedded Clay (50%) and Sandstone (50%) as above, No shows. 4,380'-4,880': Sandstone, as above, with minor Clay. Sandstone grains becoming very angular at base. No shows. Background gas 2 units. Cum. Cost: $3,009,369 (400') Drilling. Drilled to 4,975'. Tripped for bit, changed block hook, ran back in hole and drilled to 5,282' at report time. Survey at 4,975' 3/4 °. Lithology: 4,880'-4,980': Sandstone as above. 4,980'5,100': Predominently Clay, gray-green, soft, silty to sandy, non-calcareous. 5,100-5,282': Clay, predominently olive to pea green, (trace to 5% Smokey angular quartz fragments), non-calcareous, non swelling, with up to 20% interbedded Sandstone, fine to medium grained, ferric (looks oxidized). Visable liezegang banding, No hydrocarbon shows. background gas 2 units. Mud wt. 9.0 Vis 36 w.1. 14.4 pH 9 C1 1200 Cum. Cost: $3,076,619 R. V. Nelson, Jr. Date a-6-84 I Title Title Geologist Page 2 ARCO Alaska, Inc. ,~, .~ubs,~ll~y OI AIIJnllcRl£hfleJl~C-oer~l~ilr~! Daily Geological Well Summary Operator ARCO Alaska Inc. Distrmt DENALI Locality or F~eld Cook Inlet - Wi.dcat Date and depth as of 8:00 a.m. 3-27 (2) 330' 3-28 (3) 330' 3-29 (4) 362' 3-30 (5) 1,203' 4-2 (8) 1,710' 4-3 (9) 1,710' 4-4 (10) 1,710' 4-5 (11) 1,710' The above is correct Operator's Representative R. V. Nelson, Jr. Well Name ARCO Fire Island No. 1 IGounly or Parish Lease or Unit Complete record for each day while drilling JState Alaska Spud Date 3-25-84 (32') Drilling. Finished nippling up 30' diverter and tested same. Drilled 330' to 362' at report time. Lithology: Clay, with minor free sand grains. Returns very poor. Mud wt. 8.6 Vis 200+ pH 9.5 Cum. $2,040,492 (841') Drilling 26" hole from 362' to 1,203'. Changed out from sea water to high viscosity spud mud. Lithology: Interbedded sand, gravel, and clay, with minor Siltstone and traces of coal. No hydrocarbon shows. Background gas 3 units. Mud wt. 9.8 Vis 33 pH 8.0 C1 19,000 Cum. $2,104,441 (507') Nippling up 20" wellhead. Summary for weekend 3-31 & 4-1. Drilled 26" hole to 1,710'. Ran 20" casing and landed shoe @ 1,685'. (float collar @ 1,642'). Cemented 20", and nippling up wellhead at 0600 hours, 4-2 -84. Lithology: Interbedded Clay, Sand, Gravel, with minor lignite and wood fragments. No hydrocarbon shows. No mud data Cum. $2,346,772 (0'). Nippling up Blow out prevention equipment. Welded on wellhead, tested with no success. Rewelded wellhead and tested ok. Nippling up 20" BOPE at report time. Mud wt. 8.5 Vis 34 C1 600 Cum. $2,478,528 (0') Waiting on new pipe ram rubbers. Completed nippling up 20" BOP stack, tested rams, failed to test (both ram rubbers cut). Replaced blind ram rubbers, waiting on replacement pipe ram rubbers at report time. Mud wt. 8.5 Vis 33 C1 1600 Cum. $2,677,501 (0') Drilling out cement and float shoe in prepartion to run leak off test. Replaced pipe ram rubbers and tested rams and BOPE to 1500 psi. OK. Mud wt. 8.5 Vis 34 C1 1600 Cum. Cost: $2,747,553 RECEIVED Alaska Oil & Bas Cons. Commission Anchorage (0') Nippling up 30" at report time. Drove 30" casing to 328'. Mud wt. 8.6 Vis 13.0 pH 9.5 Cum. $1,968,424 Joa~--27--84 JTitle jTitle Operations Geologist Geologist JPage (118') Driving 30" casing to plus or minus 320' KB (212' at report time). Drilled 26" hole to 330'. Well spud 1330 hours 3-25-84. Mud wt. 8.6 Vis 110 pH 9.5 Cum. $1,907,327 A. RC:CI ALASKA, INC:. FIRE ISLAND, WELL NO: I OMS ._lOB NO: AO/_-.84G0267 UPPER. COOK v-.INLET. ~ALASKA GMS, 0-14223 MD., SURVEYOR D. PEFFERKORN, DATE RUN Ol-dUNE-84 GYRO NO: 3(.')5, ANGLE UNIT N0:7.98 FORES I GHT: S66 DECLINATION OFFSET IS ACTLIALLY A SIGHTING CORREC:TION. FORESIGHT WAS NOT AVAILABLE ON RIG. VERTIC:AL SECTION CALCULATED IN F'LANE 'OF BOTTOM HOLE CLOSIJRE" DECLINATION OFFSET I.S 66 DEG. '0 MIN, W ........................ REC:ORD OF SURVEY ............ .~'. ~ ~- I'~ .................................................................................................... ' ....................... Al~sl~-~)~ 8, G~s ConS. _ ARCO _ALASF..'A~ .. INC:~ .................................................................................... FIRE ISLAND, WELL NO: 1 GMS dOB NO: A0684Gr)267 UPPER COOK INLET, ALASKA COMF'I ITAT I ON PAGE NO. 1 T I ME DATE 08: 29: 5.9 I 1 -JUN-84 TRUE MEASURED DRIFT DRIFT COURSE VERTICAL VERTICAL R E C: T A N G LI L A R C L 0 S I_1 R E DOGLEG DEPTH ANGLE DIRECTION LENATH DEPTH ::;EP. TION C A 0 R D I N A T E S DISTANCE DIRECTIAN SEVERITY .......................................... ~ ............................ 'X. ___~ ........... -- -- FEET D M D M FEET FEET FEET ............... ~-E~¥ ............................ F E E-'~ .................. D ..... M .......... /iG2-~ ~O-~T '-' O, 0 0 0 0 O. r).Or> 0.0o 0 00 0 00 0 0o r) 0 0 00 100. 0 0 0 0 100. 100.00 0.00 0'00- ......... 0~00 .... 0.0c~ ....... (~- G ..........0:Ocr- ' 200. 0 30 N '~C . ~) . . . .~.) 0 W 100 ~CO O0 0 23 0 41 N [)1 15 W 0.44 N 20 0 W 0.50 300 0 30 N 0 0 E l Or~ 29~ c~c~ 0 82 1 27 N 0 30 W 1 30 N 1~ 20 W 0. 17 400. 0 30 N 44 0 00. .64 2.05 'N ..... 0,02 500. 0 30 N 59 0 E. 100._ . 499.99 . 2.49 c.,.60 N 0.70 E 6,00. 0 45 N 22 0 W 100. 579.78 3.43 3.55"N ' 1.02 E 700. 0 45 N 30 0 W 100. 699..97 4.02 4.72 N 0.44 E 800, 0 45. N 3Z O..W .... 100 ...... 7~.9..'P6 .... 4.45 5.81 N 0.28 W cxc)O 0 45 N ~A 0 W 100. ¢,cx,=~.c~/., ' ........ -- ...... ,- ....... 4.58 6.71 N 1.~z W 1000. 0 30 N 44 0 W 100. '.--7~9-'~5 , 1100. 0 30 N 33 0 W 100. 1200. 0 15 S 76 0 W ~ 100. 119.9..94 1300. 0 30 c-... 34. 0 W ~100~- - 1~:~.r.'~4 1400. 1 0 S 16 0 W 1500. 1600. 1700. 1800. 1~00. 4.6,3 7.41_N 2.06 W 4- 85 ..,_,c'. oc.~... N" 2.60 W 4.6.9 8.,32 ._N .3.17 W 4.07 ' 7.9'5 N" ' 3.70 W 2.'79 .... 6;' 77' N .... 4 '"'~' , . ,; ~..,~':,,. ~.:'., 100% ....... I397:93': 0 30 S 13 0 W. 100. 1499.92 1.59 _ . 0 4-5 S 27 0 W 100. 1599..92 0.55 0 1.=,._ ._,c. 51 0 W 100. 169-9.91 -0.31 0 30 c- .48 O.W _. 100.. .17¢~-~ 'Pi -0.96 45 0 N ~ 0 E 100. ~o~'9 F:~ . - .- ~._,o; .... -7 07 5.50 N 4.57 W . 4.48 N 4..95 W 3.81 N 5.49 W 3.38 N =' o9 16.. 11 N o:Z~'~./_-.8 W 7.69 N 15 31 W 0.28 8.50 N 17 48 W' 0.'10 8..90 N 20 52 W 0.4:3 8.77 N 24 56 W 0.36, 7.99 N 32 6 W 0.55 7.15 N 39 44 W 6.67 N 47 50 W 6.68 N 55 16 W 6.88 N 60 34 W 36.43 N 63 45 W 0.50 0.2':.? 0.53 O. 25 45.J,~ 2000. 2100. 2200. 2300. 2400. 2 0 .N 6 0 W . 100. 2 15 N .-9 0 E 100. 2 0 N 11 0 E 100. 1 15 N 45 0 E . 100. 0 45 N /.:.8 0 E 100. 1.979.40 23.20 207.9.33 26.1.9 2177.26 29.48 2279 · ~ 32.24 2379.21 33.88 .=,= OO N 33.70 W 58.70 N 33.60 W 62.35 N :32.96 W 6.4.82 N .2:1.6.4 W 6,5.77 N :30.20 W 64.50 N 31 30 W 67.64 N 2~ 47 W 70.52 N 27 52 W 72.13 N 26 1W 72.38 N 24 40 W 43.03 0.61 0.26 1.19 0.63 2500. 2600. 2700. 2800. 2900. 0 45 c.._,. 6,60 E 0 45 c.._, :32 o. E I 0 c-.., 16 0 E 0 .45 :.~ -" 0 E . 0 45 S 3 0 E 100. 2479, 20 . .2:4.. 6,4 100. 2579. 1 '.~ 34.56 100. 26,79.18 .2:3.83: 100. 2779.17 :32, 78 100, 2879.16. .2:1.78 6,5..75. N 28.93 W 6,4..91 N 27..95 W 6,3. .. c.~L..' N 27..2:3 W 62.01 N 27.10 W 6,0.70 N 27.04 W 71.83 N 23 45 W 70.67 N 23 18 W 69.15 N 23 17 W 67.67 N 23 36 W 6_-,6.45 N 24 0 W 0.59 O. 44 0.35 O. 33 O. 0i ARCO ALASKA, INC ............... COMF'UTATION PAGE NO. 2 '-' I.~ .~ ¢". FIRE I.:,LAN[ WELL NO: 1 EM.:. .JOB NO: A0684G0267 TIME DATE I;PPER CnOK INLET, ALASKA A:::: ,..':'o.' 5? i I dUN-o4 TRUE MEASURED DRIFT DRIFT COURSE VERTICAL VERTICAL R E C: T A N G U L A R E: L 0 S U R E DOGLEG DEPTH ANGLE DIRECTION .LENGTH DEPTH_ SECTION C O.r~ R.D_I.N A T.E S .DISTANC:E DIRECTION SEVERITY FEET D M D M FEET FEET FEET FEET FEET D M DG/10OFT 3000 :':: 100· 3200 :.7:300 3400,. 3500. 3600. 3700 · 3800. 3900. 4000. 4100. 4200. 4300. 4400. 30-S 45 0 W . 100.. _ 2979.15 30.76. 45 c. 48 0 W 10c) 2c}79 14 29 /.o 30 :=. :=:Z 0 W 10C) · 317.-o. 14 =._ 73 30 S 3:7 0 W 100. 3275]. 13 . 27..94 3.0 S 5? 0 W . 100,.- : 337.9· 13 ,- :.27~09 0 30 S 14 0 W_. 100. ~ ~ ~ _ ~,47 ?/..13 _ 26.24 0 0 0 0 100. 357.9 . 13 =.S"-'._. 84 0 45 N 14 0 W 100. 35,7.9.12 25..2~ 0 45 .N 25. 0 W 100.. . 3:77?. 11 . . 26.',~6 0 45 N 20 0 W 100. 3879.11 27.62 0 45 N 34 0 W 0 30 N 72 0 W 0 0 0 0 0 0 0 0 0 15 N 80 0 E 100· 3979.10 100. 4079,09 100· 4179.09 100.- 4279.0? 100· 4379.09 28.18 28.17 28·03 28.03 28.19 59.72 .N 27.42 W 58.~]7 N 28.21 W 58.51 N 2.9.18 W 58.08_N _. 29.?]1. W 57.50 ,N , 30.56 W 56.82..N ... 31·06 _W 56.39 N 31·17 W 57.03 N 31·33 W 58.26.N 31.76 W 5.9.47 N 32.27 W 60.63-N - 32.86 W 61,28 N 33.71W 61.41N 34.13 W 61.41N 34.13 W 61.45 N 33.91 W 5._,.71 . N 24 40 W ¢)..=,A 65.3:7 N 2.=' 3:4 W 0.2.=, 5.5.3'F¢ N 26 30 W 0.44 6~.~ N 27 15 W 0 ...... 65. 12 N 27 59 W 0. 64.75 N 28. 40 W 0.38 64.43 N 28 56 W 0.50 65.07 N 28 47 W 0·75 66.36 N 28 36. W 0·.14 /_-.7.65. N 28 2.9 W 0.07 68.96 N 28 27 W 69.94 N 28 49 W 70.26 N 29 4 W 70.26 N 29 4 W 70.19 N 28 54 W 0·18 O. 47 0.50 0.00 O. 25 4500. 4600. 4700. 4800. 4900. 0 15 N 3:5 0 W 100.. 4479.09 0 45 N 82 0 W 100. 457'F]. 08 1 0 N ~0 0 W 100. 4/:,77.~. 07 1 .15 S. 87 O.W 100. 477'P.,05._ I 15 N 74 0 W 100. 487.9.03 28.54 61,77 N 28.45 62.23 N 27.61 62.34 N 26.41 62.32.N 25.32 62.60 N 33.77 W 34.50 W 36.02 W 37.98 W 40.14 W 70.42 N 2:--: 40 W 71.15 N 2.9 0 W 72· 00 N 30 I W 72..98. N 31 22 W 74·37 N 32 40 W 0.42 0.61 0.2-' O. '.'.- _ 0.37 5000. 5100, 5200. 5300. 5400. '~¢ S.. o ¢ ~ 1 ..:, J, .....~ 0 ..W _ .100 4¢"7C'' 00 _ .. '- "'." 62 N W .... .'. .~ . . '.-"~. i I . .90 N 42.51 W 7._,..91 :34 3 0.50 1 ¢~ N 72 0 W 100. 5078 ~ ~' ~ :~,-. 2._-:.05 63 20 N 44 /_-.6 W 77 ~,c, ._ ...... ........ c .... N ¢'.=, 1.=, W 0 66 I 0 N 62 0 W 100. .=,178~ . "~/-.. _ _o2.61 63.88 N 46. ..~o/. W 78.87 N :z:5- .=,=._.J W0.17 0 45. N 60 0 W .......... 100_. _ 527:9..¢¢5 22.3'.--] ._ 64./:.2 N 47.60 W 80.26 N 36 22 W 0.25 .................... 0 30 N ?,1_ 0 W 100. . 5378..94 22.._...q~ 65.'.24 N 48.4.9 W ,°.1_ . ....'~'¢¢ N 36 :}8 W ' G,27 ..... 550n. 0 30 ¢ '"' _7_¢, _._.0. W i n¢~. R47~:. ':'-.,'4 21 · -':'.~':,' ,"-.R. 4.°, N 4c.~ · 3:2 W .......81 · 94 N 37 0 W (') 4:':: ............... ~! ...... -,._- .... -- .... -- .. · ............ · , _. ,- ,, ..... _--_ ............ · ....... - · ._,60U. 0 30 N 73 0 W 100. 557E:.94 21.50 65.47 N 50.18 W :32.49 N 37 2:~, W 0.25 .57A¢~ 0 0 0 ¢, 100 5678 -93 c,'1 3:4 /,~ /-.0 N 50.60 W 82.84 N 37 ~-¢] W 0 50 . . · ~, . . · . · _._ · _ .~1. . ...,,~,OU. 0 30 N 87 0 E 100. .=,778. ¢¢.o, 21./-,~ 5,5 /-~' N 50 16 W 60 N 37 24 W 0.50 ...... . ............... -.. ...... - --_ ..... ~ ~ . . · --~. · I_~' · . 590¢~. 0 .qO c..=,= 0 E 100. 5878. ¢~' · · ~ · _ .... · .... , .:~.:, 21 '?]4 65 c;8 N 49.34 W 81 ¢¢1 N 3:7 2 W 0.2:3 ~ ALASKA,... INC ................................. FIRE ISLAND, WELL NO: 1 C.M.=, JOB NO: AO/.,84G0267 UPPER COOK INLET, ALASKA COMPLITAT I F~N T I ME DATE 08: 29: 59 11-JUN-84 PAGE NO. :3 TRUE MEASURED DRIFT DRIFT COURSE VERTICAL VERTICAL R E C T A N G U L A R C L 0 S U R E DOGLEG DEPTH. ANGLE .. DIRECT._ION ..LENGTH ..... DEP. TH .... ~!ECTION C 0.0. R__D_! N ..A__.T .E S __.~ISTANC:...E. ~ DIRECTION '.--;EVERITY FEET ri M D M FEET FEET FEET FEET FEET D M fIG / 10OFT 6000 0 45 N 88 0 E 1AO. 5978. ~l~ ~'~ '~'~ ~-.=, 08 N 48 31 W 6100. 0 45 N 82 0 E 100. 6078.91 23.21 65·19 N 47.01 W 6200. 0 30 S 82 0 E 100. 6178.91 23.87 /.,5.19 N 45.92 W 6300. 0 45 N 67 0 E 100. /.,278.90 24./'.3 65.33 N 44.85 W /.,400. 0 45 N 60 0 E 100. 6378.89 2.5.80 65.92 N 43.68 W 81.05 N 36 35 W 0.4/., 80.37' - N ?.=,' 48" W 0 ' G8 79.74 N 35 10 W 0.30 ~'~ 28 79. ~.._ N 2:4 W 0.41 7F~.08 N 33 32 W 00~ 6500. 6600. /_-,700. 6800. /_-,900. 0 45 N 55 0 E 100. 6478.88 27.03 66.62 N _. 1 30 N 37 0 E 100. 6578.86 28.?6 67.98 N i 30 N 27 0 E 100. /.,678.83 31.57 70.20 N I 30 N 36 0. E ...... 100. .6778.80 .. _ 34.17 72.43 N . . 2 15 N 51 0 E 100. 6878.74 37.41 74.7~ N 42.58 W 41.17 W 3~.78 W 38.42 W 36.17 W 79.06 N 32 35 W 7'.--.,,.47- N 31 12 W 80.69 N 29 33 W · .~ 81 ..o..~ N 27 ...7 W 83.08 N 2.=,.'._ 49 W 0 · 0.26 0.24 0.8? 7000 7100 7200 7300 7400 7500. 7600. 7700. 7800. 7900. 2 30 N 48 0 E 2 45 N 56 0 E 2 30 N 55 0 E 2 15 N /.,0 0 E 2 :BO N 63 0 E 100. 100. :100· 100· 100. 6978~66 7078.55 7178.451 7278.36 7378.27 41.46 45.8..~ 50.25 54.14 57.92 2 30 N 58 0 E 100. 7478.18 ,"_-,1.73 2 45 N 62 0 E 100. 7578.07 66.16 2 15 N 60 0 E 100. 7677.98 70.16 2 30 ..N 59 .0 E ..... 100. . 7777.8~ _ 74,00 '" 15 N ~'" r~ E 10¢~ 7877.81 77 9._-: 77 · 4~- N 33. 02 W 80"30 N "29.42 W :32.90 N 25. 64 W E5 12 N 87.10 N , . . ,:, F~. 24 N 91.5:3 N 73./.,5 N ..._,. 75 _N . .~ ~,. 10 N 22.15 W 18.51W 14.71W 10.75 W /',.?3 W 3.36 W 0.05 E :34.23 N 23 5 W 85.52 N 20 7 W 8/',.77 N 17 11 W 87.96 N 14 35 W 89.04 N 12 0 W ?0.45 N ? 22 W 92.16 N 6 42 W ?3. ?1 N 4 14 W 95.81 N 2 1 W ·· 98.10 N 0 2 E O. 28 0.44 0.25 O. 32 0.28 0.22 0.31 0.51 0.25 0. 8000. 2 :~A N 6.q 0 E lC)(} 7977 72 81 ,q'-. _ . F'100 2 30 N 61 0 E 100. 8077.63 e5 78 _1 I iI .__ I 8200. 2 15 N /_-.4 0 E 100 8177.54 89, ._ 3 8300. 2 30 N 60 0 E . 100, 8277,45 ?3, 30 8400, 2 30 N 61 0 E 100. :--:377,36 77,31 100.32 N . 102.37 N 104.28 N 106.22 N 1(.]8.37 N 3.54 E 7.3? E 11.06 E 14.72 E 18.51 E 100.38 N 2 I E 102.63 N 4 8 E 104.86 N 6 3 E 107.24 N 7 53 E 109.94 N 9 42 E 0.52 O. 09 0.28 0.30 O. 04 8500. 2 30 N 63 0 .E 100.. 8477.26 101.28 110.42 N 8600. '2 30 N._,B?,' 0 E 100. 8577.17 105.:29 112.56 N F-:700. 2 .3A N 62 0 E 100. 8677.07 109.32 114.7.5 N 8800. 2 45 N 66 0 E .. 100.. 8776.~7 11:3.41 1t6.7.5 N P,90o 3 1.~ N ='"' 0 E 100 '"'-' /. ., ,:,,::,7 :, ~:.':: 1 I o · -,,:, ,17 11':.~ 21 N -- · ' · '-- I · ~ __ I.I · 22.36 E 2/.-.16 E 29. ?4 E 34.05 E 38.67 E 112.66 N 11 27 E 115.56 N 13 5 E 118.59 N 14 37 E 121.62 N 16 16 E 125.32 N 17 58 E O. 09 O. 22 0.17 0.31 0.65 ARC'O ALASKA, .INC ............... FIRE ISLAND, WELL NO: 1 GMS: JOB NO: A0684G024.7 UPPER COOK INLET, ALASKA TRUE C:OMF'UTAT I ON T I ME nATE 08: 29: 59 i 1 -.JUN-84 F'AGE NO. MEASURED DRIFT DRIFT COURSE VERTICAL VERTICAL R E C T A N G U L A R C L 0 8 U R E DOGLEG DEPTH ANGLE DIRECTION. LENGTH BEF, TH SECTION C: 0 0 R D I N A T E S DISTANCE DIRECTION SEVERIT FEET D M D M FEET FEET FEET FEET FEET D M DG/10¢)F 9000. 9100. 9200. 9300. 9400. 9500. 9600. 9700. 9800. 9900. 10000. 10100. 10200. 10300. 10400. 4 0 N 62 0 E .. _100. . 8976.63 . 124.01 2 45 N 59 0 E 100. 3 0 N 61 0 E 100· 3 45 N 55 0 E . 100. 3 45 N 56 0 E 100. 3 0 N 50 0 E . 100. 3 30 N 56 0 E 100. 4 0 N 47 0 E 100. 9C)74,. 45 129.42 9176.33 1 :_--:4.05 9276.15 _ 1 ::_,'9.56 9.]:75.94 145.78 9475.77_ . 151..45 9575.61 154.. 91 94.75.39 14.3.25 4 30 N 49 0 E .._ 100. 9775.12. 170.53 4 45 N ~ 0 E 100. 9874.75, 178. 4 45 N 39 0 E 5 15 N .]:1 0 E 6 0 N 30 0 E 6 30 N 26 0 E 4. 45 N :31 0 E 100· 9974,45 100. 10074.06 I00. 10173.58 100. ~ 10272.99 100. 10372.32 186.83 1~5.53 205.26 215.99 227·39 122·37 N 44.15 E 125·27 N 49.27 E 127.77 N 53·61E 130.8~_N.. 58.60 E 134.60 N 63.99 E 1:30.09 N 19 50 E 134.4,1 N 21 28 E 13:9.57 N 22 46 E 143.41 N 24 7 E 149. (.]3 N 25 26 E 1.]:8.14.N . 68.65¢ E . 154.28 .N 26 26 E 141.55 N 73.22 E 159.37 N 27 21 E 145.62 N 78.33 E 165..]:5 N 28 17 E 150.58 N 83. :34 E 172· :34 N 25, 7 E 154,.55 N 89.22 E 180.19 N 25/ 41 E 163. 17 .N - 94.20 E 170.30 N 99.20 E 178.74 N 104.17 E 188.35 N 107.28 E 198.49 N 114.79 E 188.41 N 30 0 E 197.08 N 30 13 E 206.89 N :30 14 E 217.76_-. N 30 7 E 229.29 N :30 2 E O. 79 1 · 26 0.27 0.83 (" 07 r). 6c) 0.77 0·52 1·15 O. 33 0.86 0·76 0.66. 0.63 10500. ii. t) / 10800. 1 C)900. 6 15 N 32 (') E 100. 10471.4, E: 238.4.5 ,' N '.),~ ~ ~ 100. 105'71.01 250. 1I 7 0 N 29 0 E 100. .lC)7/-,':~.62 ",7'--, · . -- ....... ~.' .....i · 7 3 0 N 29 0 E 1 ¢)c) I c,,-,z ~, o.:, 2,_,._ ..· ,.,.=.o.:.. ,_,._ o~ . 5'6 208.14 N 120.70 E 218.03 N 126.64 E 228· 05 N 132.78 E Z.:.,_~.13..N...138.84 E 249.14. N 144.95 E 240,6,! N 30 7 E C).51 ,-._,z, 14 t 2/:.3· ,q.9_.. N 30 13 E 0 . '-. 1 275. 288.26 N 30 11 E 0.50 I 1(](-)0 7 0 N ~ 0 E 100. 096:3 02 ->o:q. 37 . . _ - ~ · -'-: 1 . --.-- 260 41 N 15C).6~ E iI1C)O 6..]:0 N 28 0 E IOA. i1067.33 30c7.91 270. o~ N 1~=.93 - - . .. _ ._lO E 11200. 7 0 N 30 0 E 100. 11166.~-'~ .... 321.54 281.20 N 161.62 E THE MISSED DEPTHS DUE TO CAMERA MALFUNCTION 300.86 N 30 3 E .]:12.59 N 29 R~ E :324.34 N 29 5~ E 0.71 0.61 O. 55 11.=,C)¢) /-. 45 N ~:.], 0 E .'::¢)¢). 114/-,4.4S: o.=,7 Q'5 c, ~ I o I ~! ~ or, ~, ................ ~ .......... - ......... - ---= ....... ' ....... :~ .... :-',,..-.e5__3~ ,.,~,,.,.?o E I1700. 6 30 N :31 0 E 200. 1.166:3. 14 :380.22 :3:31.38 N 192.61 E 360.2:7:: N 30 3 E C).15 '>'""~' 29 .'N 30 '10 E - 0,' i7 ' · ..,' C'.:, · 12¢)(')C). 6 '-,r .. ..... ,- _ . ._-, .) N 31 ¢) ._E .... 3 C) O_; 1196.1.21 12200. 6 0 N 33 0 E 20{:). 12160.02 12F, C)0 .s 3c) N 30 0 E 300 l°'~P';o F, 1 -- ' · '- - · .~. 'T .- 1., · -.. 413.97 3/.,0.49 N 210.10 E 435· 64 378.96 N 221.64 E 465.54 404.58 N 237.34 E 417.25 N 30 14 E 0.00 439.01 N -0(- '. ' - ' .... .) 1';' E (:).27 44,9.0/_-, N 30 24 E C). 19 ARCO-A!",~S~:.'.A, . INC ...................... C. OMPUTATION PAGE NO. FIBE, ISLAND, WELL NO: 1 GMS .JOB NO: AO/:,84G0267 TIME DATE UPPER C:00K INLET, ALASKA 08: 2.9:57 i 1-dUN-84 · . . TRUE MEASURED DRIFT DRIFT COURS:E VERTICAL VERTICAL R E C T A N G U L A R C L 0 .c_: U R E DOGLEG DEPTH ANGLE_ DIRECTION LENGTH DEPTH SECTION C: 0 0 R D I N A T E .S DISTANCE DIRECTION SEVERITY FEET D M D M FEET FEET FEET FEET FEET D M DO/10OFT 12800. 13000. 13300. 13600. 14000. 5 30 N 57 0 E_ 5 15 N 59 0 E 5 30 N 61 0 E 5 45 N /:,4 0 E 5 30 N 86 0 E 300. 12757. 13 _ 200. 12.956.25 300. 13254. '.~3 .. .~ 47~ 3 0 (', 13._ ._ 3. . 400. 13951.56 49:3.77 511.17 537.1:3 563.76 594.65 424.87 N 257.2:3 E · 434..~.2 N 273.34 E 448.57 N 2'.~7.67 E 462.14 N 323.75 E 472.23. N 361.3-9 E 4-96.70 N 31 12 E 513.2:4 N 32 10 E 538.35 N 33:34 E 564.2/:, N 35 i E · _,74./:,5 N 37 26 E 0.92 0.12 0.10 0.13 0.54 · FINAL ',CLF-iSiURE DI'RECT ~" ....... - IEN. N 37 DEGS 25 MINE: 35 c'FP.':':~Ei ...... , ....... , D I STANCE: 5'.~4.65 FEET Su gest~ form to 1~ inserted in each "Active" well fo.~der to d~.eck for timely ccmpliance with our regulations. Operator, Well Name and Number Reports and Materials to be received by: _Required Date Received Remarks -- _~~o~ ~e:=t ~= ~' ~! -" ~?~/ !,~,~ ~el History Yes ',. Samples "PI ~ ~ ,, ...... .,..,-.. ....... _..._. ............... -,%:. . -~,~-[. ~ ...... · :'""~. , >.-.,,-/ I "' ' " ~ips Core ~scrip~on Inclina~on S~ey ~'~"?',1 .... ~ ,i~,,~..,/ Drill St~ Test Re~s ~~n T~t Re~rts .... / / ~ ~ ,'~ ARCO Alaska, Inc. ARCO Expto~;. ......;~ -Alaska Ooera~ions Post Office Dox Anchorage, Telephone 997 2'77 5337' - HAND CARRIED BY Judy SAMPLE TRANSMITTAL SHIPPED TO: State. Of Alaska DATE: June 28,1984 Oil & Gas Conservation Commission 3001 Porcupine Dr. Anchorage,Alaska 99501 ' Attn: Mr. Mike Minder .OPERATOR: Arco SAMPLE TYPE:Dry Ditch & Core Chips SAMPLES SENT: * SEE ATTACHED LIST NAME:Fire Island NUMBER OF BOXES- 25 % ' . , , SHIPPED BY: Pale'o' Lab Tech COPY OF THIS .. ARCO ALASKA, INC. .... ~,.o. Box ~oo~6o ANCHORAGE, ALASKA 99510 . ATTN: R. L. BROOKS RECEIVED BY: DATE: ,.-, .,. 'i ..; .. ,,: 'i: [,!0 WELL SAMPLE TYPE DEPTH COMMENTS/CORRECTIONS Fire Island CORE CHIPS I! !! FIRE ISLAND DRY DITCH 9876-9897 9898-9918 9919-9933 10200-10227 10228 10229-10250 10251-10259 10666-10681 10821-10838 10839-10843 12699-12717 12718-12729 13447-13472 DEPTH l'inter. !! No Sample COMMENTS/CORRECTI ONS II II II II II II II II II II !1 II II II II II II II II I! II II I! I! II II II II II II This list except as noted in complete list of samples due Please sign and return this Judy McCall/ABV 100 330-1710 1710-3240 3240-4590 4590-6450 6450-7620 7620-9340 9340-9870 9870-10360 10360-10820 10820-11400 11400-12030 1.2030-12680 12680-13160 13160-13690 13690-14235 comments & Corrections,represents the State of Alaska. form to: DATE STATE OF ALASKA ALASKa, .)IL AND GAS CONSERVATION (~;:,, ,vlMISSION MONTHLY REPORT OF DRILLING AND WORKOVER OPERATIONS 1. Drilling well F_~ Workover operation [] 2. Name of operator ARCO A] a.~ka ~ Thc' ~. Address __P__._O_L_BOX_L0_03_6_0_ ~. Location of Well at surface 960' ~ and 1220' FST., Sec. 29, 712N, R6W, Upper Cook Znlet Vertical Bole 5. Elevation in feet (indicate KB, DF, etc.) I 6. Lease Designation and Serial No. / __1592_~CL. , ADL-326104 7. Permit No. 84-2 8. APl Number 50- 883-20071 9. Unit or Lease Name N/~ 10. Well No. Fire ISland 11. Field and Pool Wildcat For the Month of June ,19 84 12. Depth at end of month, footage drilled, fishing jobs, directional drilling problems, spud date, remarks Spud: 3/25/84 Logged @ 14237' to 7584' w/Schlumberger. Con~nenced abandoning TD: 14237' well. (See SubseqUent Report of Abandonment.) Well abandoned Footage: 0' and rig off location 6/9/84. PBTD: 13. Casing or liner ru.n and quantities of cement, results of pressure tests None 14. Coring resume and brief description Sidewall Cores only 15. Logs run and depth where run DIL/SP/GR/BHC/LDT/CNL/NGT/Cal/Dipmeter/SHDT/Gyro/VSP Frun from 14237' - 7584' 16. DST data, perforating data, shows of H2S, miscellaneous data None £E VED J u N 41 t 4, Alaska Oil & Gas Cons. ComBiss[o~ ,A~clmrage 17. I hereby certify that the foregoing is true and correct to the best of my knowledge. , SIGN _ TITLE Dri lli~g Superintendent DATE 6-9-84 NOTE---Report on this form is required for each calendar month, regardless of the status of operations, and must be filed in duplicate with the Alaska Oil and Gas Conservation Commission by the 15th of the succeeding month, unless otherwise directed. Form 10-404 Submit in duplicate Rev. 7-1-80 STATE OF ALASKA ALASf,~ OIL AND GAS CONSERVATION:',, )MMISSION SUNDRY NOTICES AND REPORTS ON WELLS 1. DRILLING WELL [] COMPLETED WELL [] OTHER 2. Name of Operator ARCO Alaska, Inc. 3. Address P.O. Box 100360 Anchoraq_e,_ Alaska 99510 4. Location of Well 960' FWL and 1220' FSL, Sec. 29, T12N, R6W, S.M. Upper Cook Inlet Vertical Hole 5. Elevation in feet (indicate KB, DF, etc.) __3.59 ' P, KB_t-.o MT, 6. Lease Designation and Serial No. ~nT,-326!04 7. Permit No. 84-2 8. APl Number 5O- 883--2007] 9. Unit or Lease Name 10. Well Number F~ re TS1 a_~_c]_ #! 11. Field and Pool Wildcat 12. Check Appropriate Box To Indicate Nature of Notice, Report, or Other Data NOTICE OF INTENTION TO: SUBSEQUENT REPORT OF: (Submit in Triplicate) (Submit in Duplicate) Perforate [] Alter Casing [] Perforations [] Altering Casing Stimulate [~ Abandon [] Stimulation [] Abandonment Repair Well [] Change Plans [] Repairs Made [] Other Pull Tubing [] Other [] Pulling Tubing [] (Note: Report multiple completions on Form 10-407 with a submitted Form 10-407 for each completion.) 13. Describe Proposed or Completed Operations (Clearly state all pertinent details and give pertinent dates, including estimated date of starting any proposed work, for Abandonment see 20 AAC 25.105-170). l. Layed balanced cement plug 7706' to 7503' across 13-3/8" shoe at 7603'. Used 94 sx 'G' w/8% gel, .75% CFR-2, .1% HR7. Mixed@ 13.3 ppg. . Down squeezed 13-3/8" x 20" annulus with 400 sx "G' followed by 122 BBL 12.4 ppg mud, followed by 200 sx 'G', followed' by 55 BBLS 12,4 pps .,mud. This put 200 sx bel°w 20" shoe, 200 sx from 1685' to 1418", and 200 sx from' 621" to 35'4' RKB. e Set EZSV cement retainer in 13-3/8" casing @ 689.8' RKB, weight'tested EZSVw/15,000#. Pressure tested'to 1500'psi... LaYed'50 Sk "G' cement W/8% gel~ ,.75% CFR-2, .1% HR7 on top of EZSV. Pluggedfrom'6'89'iS' to 5784'. 4. Layed balancedplug from 296' RKB to 192"RKB 'with 75 sx "G!'mixedat 15.2 ppg. TOC = 33' BML. 5. Cut and pulled 13-3/8" casing at 15' BML. 6. Cut and pulled 20" and 30" casing at 15' BML Well abandoned6/8/84. Rig off location 6/9/84 RECEIVED JUN 1 4 1984 Alaska 0il & 6as 0ohs. 0ommission Anchorage 14. I hereby certify that the foregoing is true and correct to the best of my knowledge. Signed T i t I e ~;]f,:i3_li~ The space below for Commission use Date Conditions of Approval, if any: Approved by_,_ By Order of COMMISSIONER the Commission Date .............................. Form 10-403 Rev. 7-1-80 Submit "Intentions" in Triplicate and "Subsequent Reports" in Duplicate ARCO Oil and Gas Company,," Subject Fire Island #1 FINAL ABANDONMENT SCHEMATIC F e Page No. Of By D.M. STONE IDate 6/8/84 Ail measurements RKB unless noted otherwise Casing Cut And pulled @ 15' BML Surface Plug 296'- 19.2 (33' BML) RKB 159' i'(ff.// ! f / ML Annulus Plugs 1685'- 1418' 621'- 354t 30" @ 328' 20" @ 1685' EZSV @ 6898' w/ 50sx cmnt. on toP 6898t-5784t TOC= 5389..' (est.) Shoe Plug 7706'- 7503' 13-.3/8" @ 76,03' 12-1/4" Hole @-.14937' RECEIVED Alaska 0il & Gas Cons. Commissiorl Anchorage AR3B-1473-C STATE OF ALASKA (~~ ALASKi, .)ILAND GAS CONSERVATION ~ MMISSION '"':' MONTHLY REPORT OF DRILLING AND WORKOVER OPERATIONS/' :': · Drilling well Workover operation [] 2. Name of operator ARCO Alaska, Inc. 3. Address P.O. Box 100360 Anchoraqe, Alaska 99510 4. Location of Well at surface 960' FWL and 1220' FSL, Sec. 29, T12N R6W, S.M. Upper Cook Inlet Vertical Hole 5. Elevation in feet (indicate KB, DF, etc.) 158' RKB to ML 6. Lease Designation and Serial No. ADL-326104 7. Permit No. 84-2 8. APl Number 50- 883-20071 9. Unit or Lease Name ~/~ 10. Well No. Fire Island 11. Field and Pool Wildcat For the Month of May , 19 84 12. Depth af end of month, footage drilled, fishing jobs, directional drilling problems, spud date, remarks Spud: 3/25/84 Drilled and cored in 12-1/4" hole to present depth, testing TD = 14237' RKB BOPE weekly. MW= 12.4 ppg @ TD Footage = 3903' ~ = 4-1/20 @ TD 13. Casing or liner ru.n and quantities of cement, results of pressure tests NOtk~g 14. Coring resume and brief description Core ~3 - 10661' to 10666' - Recover 1' Core ~4 - 10666' to 10694' - Recover 16' Core ~5 - 10821' to 10849' - Recover 23.5' Core ~6 - 12699' to 12734' - Recover 30.7' Core ~7 - 13447' to 13478' Recover 28'. 15. Logs run and depth where run NONS 6. DST data, perforating data, shows of H2S, miscellaneous data NONE 17. I hereby certify that the foregoing is true and correct to the best of my knowledge. SIG TITLE Drilling Superintendent DATE 6/4/1984 NOTE---Report on this form is required for each calendar month, regardless of the status of operations, and must be filed in duplicate with the Alaska Oil and Gas Conservation Commission by the 15th of the succeeding month, unless otherwise directed· Form 10-404 Submit in duplicate Rev. 7-1-80 MEMORA 4DUM TO: THRU: FROM: Sta e of Alaska ALASKA OIL ~'.~-D GAS CO~'~SERVATIO~ CO1R:~_ISSIOI~? C. V ~~)t e~rton Cha i~,¢,~..~' Lonnie C. Smith ~"/'" - 6o~lis S ioner " TELEPHONE NO: Bobby Petroleum DATF: June 7, 1984 F.UE NO: D. 3I. 27 SUBJECT: Witness P & A of ARCO's Fire island #I, Sec. 29, T12I'],RCW, Per-mit ~.o. 84-2. Sunday, June 3, 1984: After arriving at the location and meeting wzth Larry H~ii, ARCO drilling foreman, it was decided to postpone the ce[~tenting of the 13 3/8" × 20" casing annulus, due to the running of logging tools. l¥'fonday~, June 4, 1984: At 1: 30 pm Halliburton began pumping water it~%~-~he 13~"~0'' annulus to establish an injection pressure at various rates. While pumping, water began circulating out of the 30" ~,( 20" annulus. Halliburton ~.~'as shut down and the ARCO personnel and the AOGCC personnel, were contacted at their respec- tive Anchorage offices and informed of the problem. It was agreed by ARCO and the AOGCC personnel to cement the 13 3/8" x 20" annulus in the following manner: 1..ii~ and pump 400 sacks (82 bbls) of Class G neat cement followed by' 10 bbls of t!~O, follo~,¢ed by' 112 bbls of d=ii!ing mud followed by 200 sacks (41Zbbls) of Class G neat cenent foilo~zed with 55 bbls of' drilling mud. Halliburton stopped pumping and the pump-in-pressure of 1425 psi at 5 bbls/min bled down to 200 psig and held. This pressure was held. until 11:00 pm. The cement plug which was set across the. 13 3/8" casing shoe CrR-~ + consisted of 86 sacks (29+- bb!s) of C].ass G, 8% gel + .75% ',v, '~ .25% HR-7 at 13.6 lbs/gal +-. After mi>ring and pumping the cement the D.P. ~,,as pulled from 7708' to 7503'. The rig then circulated bottoms up and began to come out of the hole laying d, owr~ D.P. After laying do~,~, the D.P. was completed a 13 3/8" cement retainer was run on a wire line and set at 6899' The D.P. was ~'un in the hole and the retainer was tagged x, zith 1~,000 bbis of D.P. ~¢eight a'nd was pressure tested to 1500 psig for 5 minutes. A 50 sk. plug of cement was then placed on top of the retainer. Bottoms up ~¢ere reversed out through the D.P. and the crew began laying doxcn the D.P. W'ith 297' of D.P. left in the hole a 75 sack - 15.4 bbls. - of 15.2 lb/gal of Class G neat cement plug was spotted ~,~ith the cal. cu].ateci T.O.C. at 193' below R.K.B. All me=surera, ents,¢ ' ~ ~- '~, ' ' in this report are z:rom~ the R.K.B., which is 159' above the l, iL and 117' above 1,'iLLW. In sur,.~]ary, I witnessed the P&A of ARCO's Fire Island ¢~1 02-001A(Rev. ! 0/79) 4780 STATE ", :1;' AI,ASKA ALASKA OII, & GAS CC'I~$ERVATION CO~'"ISSION · Plug & Abandonment Repo~! .' Date d-~' 6~ Well ~,'~4~_ ~ ~~_~ ~/ Total Depth Elevation Mud Wt. Casing: DriVe Pipe Conductor ~'O.D. Set at ~8 Ft. w/ Pene. "O.D. @ /~ ~. Ft. Surface/3~/~z~_ "O.D. @~Ft. Intermediate ~ "O.D. @ Plugging Data: 1. Open hole plugs: ,~'~)(~ Ft. Production ~-~"O.D. @ ~- Ft. 2. Open hole isolation plug: 3. Perforation plugs (if any): 4. Annulus plugs (if any): 5. Casing s tub plugs.: 6. Surface plug Casing removal: "casing cut at $ ~ ' b~)13'dl:'l"; m. L . "casing cut at 52 ' "casing cut at., REMARKS: STATE OF ALASKA ALASK', .)IL AND GAS CONSERVATION (i MMISSION SUNDRYNOTICES AND REPORTS ON WELLS DRILLING WELL COMPLETED WELL [] OTHER [] 2. Name of Operator ARCO Alaska Inc. 3. Address P.O. Box 100360, Anchoraqe, AK 99510-360 4. Location of Well 960' FWL and 1220' FSL, Sec. 29, T 12 N, R6W, S.M. Upper Cook Inlet Vertical Hole 5. Elevation in feet (indicate KB, DF, etc.) --159 ' PZB to ML 12. 6. Lease Designation and Serial No. 7. Permit No. 84-2 8. APl Number 50- 883-200-71 9. Unit or Lease Name 10. Well Number Fire Island 1 1. Field and Pool Wildcat 3~L-326!04 Check Appropriate Box To Indicate Nature of Notice, Report, or Other Data NOTICE OF INTENTION TO: SUBSEQUENT REPORT OF: (Submit in Triplicate) (Submit in Duplicate) Perforate [] Alter Casing [] Perforations [] Altering Casing [] Stimulate [] Abandon ~ Stimulation [] Abandonment [] Repair Well [] Change Plans [] Repairs Made E-J Other [] Pull Tubing [] Other [] Pulling Tubing [] (Note: Report multiple completions on Form 10-407 with a submitted Form 10-407 for each completion.) 13. Describe Proposed or Completed Operations (Clearly state all pertinent details and give pertinent dates, including estimated date of starting any proposed work, for Abandonment see 20 AAC 25.105-170). Present Status: Drilling 12-1/4" Hole 30" 1" WT ~ 328' 20" 133~ K-55 O 1685' 13-3/8" 72" N-80, L-80 ~'7603 '15.4 ppg frac grad. TOC = 5389' (lest.) Mud Weight: 12.4 ppg . SEE SCHEMATIC Proposed Operations: Because this well exhibits no commerCial hydrocarbon, accumulation, ARCO Alaska Inc, proposes to permanently abandon this well bore according to the following SEE ATTACHED Subsequent Work Reported on 14. I hereby certify that the foregoing is true and correct to the best of my knowledge, Signed Title B~'~' '1 ] -~ ncr The space below for Commission use Date Conditions of Approval, if any: gtllllt!l~!. Approved by.__ "2 COMMISSiON ER Approved Copy R~turr)ed By Order of the Commission Date Form 10-403 Rev. 7-1-80 Submit "Intentions" in Triplicate and "Subsequent Reports" in Duplicate Proposed Abandonment Procedures (Ail depths RKB) NOTE: As no hydrocarbon or freshwater zones are present in the open hole, no open hole plugs will be set in this well. 1. A balanced cement plug will be placed from 100' below to 100' above the 13-3/8" casing shoe (7703'-7503'). 2. A cement retainer shall be set at + 7300'. A 50 sk cement plug shall be left on top of the retainer to give a total plug length of + 7300'-7230'. Retainer will be weight tested with 15,000 lbs. 3. A cement plug will be left between 200'-732' to isolate the 20" x 13-3/8" casing annulus. 4. A 75 sx surface plug shall be placed 179'-283' inside the 13-3/8" casing. 5. Ail casing strings (13-3/8", 20" and 30") shall be cut and retrieved at + 174' RB (15' BML). 6. Drilling mud with density equal to the maximum density used for drilling that interval shall be left in uncemented portions of the well. General Purpose Worksheet leC! ..~,r.e Island ~1 PROPOSED FINAL ABANDONMENT I Page No. O! surface plug 179 - 283 Annulus plug 200' ", 732' ......... .,. 30" ~ 328' ................ :. . . 20" ~ 1685' TOC = 5389' (est.) Plug 7230'-7300' w/EZSV @ 7300' Shoe Plug 7503'-7703' 13-3/8" ~ 7603' 5~DTE: All depths PJ<B General Purpose Worksheez lsu~i~.c, Fire Island ~1 File Present Conditions IP~e No. O~ .. '"' · ~ ..... ; ...... , ...... '; ........ [... ..... ;.328' ' ' ....... !'" ": ......... ' ......... · 20" . .... '. .................. ~,.... ......... ..... : .. '......-.... ~. ., · ~ . - · .. · ' ~ ' 5389' (est.)" .... " ' ..... ..i ............. ' '" '-""" '.::.'-'~' ~, .... i ....... " · · 13-3/8" ~ 7603' NOTE: All Depths RKB STATE OF ALASKA " ALASK,~ OIL AND GAS CONSERVATION'UOMMISSION SUNDRY NOTICES AND REPORTS ON WELLS 1. DRILLING WELL COMPLETED WELL [] OTHER [] 2. Name of Operator 7. Permit No. ARCO Alaska, Inc. 84-2 3. Address 8. APl Number P. O. Box 100360 Anchorage, Alaska 99510 50- 883-20071 4. Location of Well 960' FWL and 1220' FSL, Sec. 29, T12N, R6W, S.M. Upper Cook Inlet Vertical Hole 5. Elevation in feet (indicate KB, DF, etc.) 158 ' RKB to 12. 6. Lease Designation and Serial No. ADL-326104 9. Unit or Lease Name ~/A 10. Well Number Fire Island #1 11. Field and Pool Wildcat Check Appropriate Box To Indicate Nature of Notice, Report, or Other Data NOTICE OF INTENTION TO: SUBSEQUENT REPORT OF: (Submit in Triplicate) (Submit in Duplicate) Perforate [] Alter Casing [] Perforations [] Altering Casing [] Stimulate [] Abandon [] Stimulation [] Abandonment [] Repair Well [] Change Plans [] Repairs Made [] Other [] Pull Tubing [] Other Deepen ~ Pulling Tubing [] (Note: Report multiple completions on Form 10-407 with a submitted Form 10-407 for each completion.) 13. Describe Proposed or Completed Operations (Clearly state all pertinent details and give pertinent dates, including estimated date of starting any proposed work, for Abandonment see 20 AAC 25.105-170). ARCO Alaska, Inc., requests AOGCC approval to extend the'permitted depth of the Fire Island ~1 Well from 13,~500'' to 16,000' At this time We have not reached our objective formation and would like'theoPtiontodri, ll past '13,.500'. Attached are casing design calculations fordr±lling to 16,000"' RKB and setting a 9 5/8" string at that depth if reqUired.. 14. I hereby certify that the foregoing is true and correct to the best of my knowledge. Signed ~ ~ Title Drilling Sup~-r~nte_ndent The space below for Commission use Date 5-21-84 Conditions of Approval, if any: Approved by Approved C,:.? i:~''' Returned By Order of COMMISSIONER the Commission Date Form 10-403 Rev. 7-1-80 Submit "Intentions" in Triplicate and "Subsequent Reports" in Duplicate i"i Z!: N :i: H U iff i)I:;: I I::"T' ]: ,1'7 'i 2 ,. i 9.;i ! N C i:-i E S (:)AS IN(:-;- F:' "1" (::-' B "1" ,.! "1" I::' B I:;.' "I" ,.Ji::.: 'i" t::' );':': .................................. -¢.~,, ........... p,e.c.v:-..~ , ..... ,.. ,.. ............. ,. _,, -t-¢~---.~.'~.~ ,. ,.. ,_ .... %':i'::'- i--i .............................................................................................................................. 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'7 6 ,"'", 7':; ........................ ; .......................... = .......................................................................................................... 7 6 0 3; ,. F:' 0 R M A'f' ! 0 N F;.: U P T U F;.: !ii; I" ," <5 (.9,5., 0 r-'l d D W-.,'- ... I... B,--"(;. A L. 9.,00 ','2., ~'' '" '~.. :e ........ 'i"Yl::'lii; I...B/F:TT I::"i"/:5;:i!:C.: $/g'iEC; S 0 0 9 5 B'I" C: 4 '?, 0 O i 0 0 0., ,¥"? i ?; (.) ,. ................................... ,j--.'.-'.~::; r;~-(;::,- ,. .................................................. TT G'O'O ... S 0 0 95: B T C 4'/,. 0 0 i 0 0 0., S-? i :3 0 ,. S 0 0 9 ~--; B TC': 4'? ,. 0 0 i 0 (') 0, 2;'? i ~.'"; 0 ,. ,.,.. U Ct ':-i;"21:: i!-:': T C 4 7 ,. 0 (-::, i 0 (!.', (!:, ,. ,::, ,-' i ::; 0 ,. S 0 0 9'.:.5 B-I" C 4'7., 0."3 i 0 0 0., ................................ ?':~<:)'0 ,. /.';: 0 0 9'.:.5 B T {Z:: ::'::- 7 ... 0 0 i 0 0 0., .......................................... 6'¢.7~: .: 2:'?i :;30., (:) .. 'f' E N ;:: I 0 i"-..! 0':. ..'; "7 t"~ f"~ %' ,;) ~Z, 7 0., . 43898., (') "Y '7 C) -7 i 264 i '~ -",:%~X::O"., 6000 ,. (:.) ... (:)(¢.) ,:.'-.:: .~ ,3 (-) B U R 5:"J" R A"I" ]: N 5 ' F:' A C"t" (:)R,~';: ( N O T E:: N 0 S A t::' E T Y F:' A C T (:)F;-: :i: N C'I... U D E D ) ........................................... CR].-FI'E::i.TE ............. N'[:.r!T---%URF?.':CE-Z:FI'LF't' .... .:. r'..-' D Ii!: P T i"t t.,J Iii: ]: ('..;- l"l'f' . C A ;ii: ]: N 5 R U P T U i:.".:. E: ................................ FEE'I .... f.7~.'.'~ L.. F' ,:':..t. ~ 6(:),?:.,(') ~ '9 ~ 0 7896., STATE OF ALASKA ALASN., OIL AND GAS CONSERVATION UOMMISSION SUNDRY NOTICES AND REPORTS ON WELLS COMPLETED WELL[] CONFIE I IA 2. Name of Operator ARCO Alaska, I_nc 3. Address ?.0. ;Bo:,: 100360 Anchorage, Alaska 4. Location of Well 1150 FWL, 1300 FSL, Sec 29 T12N, R6W SM 5. Elevation in feet (indicate KB, DF, etc.) 15g' RKB tn MT_, 12. 7. Permit No. 84-2 8. APl Number 99501 50- 883-20071 9. Unit or Lease Name ADL 326104 10. Well Number Fire Island #1 1i. Field and Pool Wildcat t6. Lease Designation and Serial No. ADT, R2610& Check Appropriate Box To Indicate Nature of Notice, Report, or Other Data Perforate Stirnulate Repair Well Pull Tubing NOTICE OF INTENTION TO: SUBSEQUENT REPORT OF: (Submit in Triplicate) (Submit in Duplicate) [] Alter Casing [] Perforations [] Altering Casing ~ Abandon [] Stimulation [] Abandonment [] Change Plans [] Repairs Made [] Other [] Other [] Pulling Tubing [] 13-3/8" casing (Note: Report multiple completions on Form 10-407 with a submitted Form 10-407 for each completion.) 13. Describe Proposed or Completed Operations (Clearly state all pertinent details and give pertinent dates, including estimated date of starting any proposed warl<, for Abandonment see 2© AAC 25.105-170). Ran 197jts 13-3/8" 72% L-80 BTC casing to 7603' RKB. , Cemented w/ 800 sx class "G" w/ 8.% gel., 0.75% CFR-2L, .25% ' HR-7 @ 13.3 #/gal. Followed w/ 500 sx class "G" w/ 0.75% :,:, CFR-2L @ 15.8 lb/gal. Dropped top plug to displace w/5 Bbl ,,' fresh water and 1110 Bbl 9.8 lb/gal drilling mud. Bumped ,,...,~.,' plug w/ 1500 psi. Floats held ok. CIP @ 0645 hts 7/14/84. RE'CEIVED MAY 0 8 Alaska Oil & Gas Cons. ,Anchorage i4. I hereby certify that the foregoing is true and correct to the best of my knowledge. Signed T i t I e.~L~L]..~I g Sup~r-[ntondent The space below for Commission use Date Conditions of Approval, if any: Approved by__ By Order of COMMISSIONER the Commission Date ..................................... Form 10-403 Rev. 7-1-80 Submit "Intentions" in Triplicate and "Subsequent Reports" in Duplicate STATE OF ALASKA , ALASKA OIL AND GAS CONSERVATION CO, MMISSION MONTHLY REPORT OF DRILLING AND WORKOVER OPERATIONS · Drilling well Workover operation [] 2. Name of operator AR(':O A1 ~.~'k~.~ The 3. Address P. O. Box 100360 Anchorage, Alaska 99510 4. Location of Well at surface 960' FWL and 1220' FSL, Sec. 29, T12N, R6'W, S.M. Upper Cook Inlet Vertical Hole 5. Elevation in feet (indicate KB, DF, etc.) I 6. Lease Designation and Serial No. 158' RKB to MLI ADL-326104 7. Permit No. 84-2 8. APl Number 5o- 883-20071 9. Unit or Lease Name 10. Well No. Fire Island 11. Field and Pool Wildcat For the Month of March , 19 84 1:2. Depth at end of month, footage drilled, fishing jobs, directional drilling problems, spud date, remarks Spudded: 3/25/84 'Remarks..: . 3acked up, sandbagged legs, drove 30" Footage: 1552' BML (1710' RKB) casing to 328' RKB Rigged up 2~'' · ~ 2 diverter Depth: 1552' BML (1710' RKB) Drilled 26" Hole to 1710' RKB. Logged. Ran and cemented 20" @ 1685' RKB. M.W. = 8.8 ppg 13. Casing or liner ru.n and quantities of cement, results of pressure, tests Drove 30" to 169' BML (328' RKB) -31'0fi X-52' 1" wall Ran 20" to 1526' BML (1685' RKB). Cemented w/1159 sx "G" cement @ 12.1 ppg w/.5% CFR-2'L &3.--~5% gel & 2% CaC12.. Tailed w/1346 sx "G" cement @ 15.8 ppg w/2% CaC12. Full returns during job' cement to Surface. Tested csng to 1500 psi surf. press. ,., no bleed off. 0~:~ .-20" ~ 133~ K-,55 Dri.l-Quip Quik Thread 14. Coring resume and brief description' ' n/a 15. Logs run and depth where run n/a 6. DST data, perforating data, shows of H2S, miscellaneous data n/a 17. I hereby certify that the foregoing is true and correct to the best of my knowledge. SIGNED TITLE Drilling Superintendent DATE NOTE-.--Report on this form is required for each calendar month, regardless of the status of operations, and must be filed in duplicate with the Alaska Oil and Gas Conservation Commission by the 15th of the succeeding month, unless otherwise directed. Form 10-404 Rev. 7-1-80 Submit in duplicate MONTHLY REPORT OF DRILLING AND WORKOVER OPERATIONS i -- 1. Drilling well ~ Workover operation [] 2. Name of operator 7. Permit No. ARCO Alaska, Inc. 84-2 3. Address 8. APl Number P.O. Box 100360 Anchorage, Alaska 99510 5o-883-20071 ~.~~ Well 9. Unit or Lease Name atsurface 960' FWL and 1220' FSL, Sec. 29, T12N, RL~W, S.M. n/a Upper Cook Inlet ~.~-~o. Vertical Hole 5. Elevation in feet (indicate KB, DF, etc.) 6. Lease Designation and Serial No. 158' RKB to ML ADL-326104 Fire Island #1 11. Field and Pool Wildcat For the Month of April , 19 84 12. Depth at end of month, footage drilled, fishing jobs, directional drilling problems, spud date, remarks Spud: 3/25/84~: Rigged up 20" 2000Psi :RRA Stack. Leak-off @ 20" shoe = 14,1~g Depth: 10334' ~Drilled .17½"' Hole to 7626~, testing BOPE weekly. Survey 2 3/4 ~TD. Footage: 8624' RKB~Logged hole. Ran and cemented 13' 3/8" casing @ 7603' RKB. ~ed-'~'~ up 13 5/8" 10 Mpsi RRRA BOPE. Leak-off @ 13 378'--i s-~oe = 15._~~pg. ~ ~Drilled 12¼" hole and cored to Present depth. . ,, 13. Casing or liner ru.n and quantities of cement, results of pressure tests Ran 13 3/8" 72 # L-80 BTC casing to 7445t BML..(7603' RKB). Cemented w/800 sx "G" cement w/8% gel, ..75% CFR-2, .25% HR.-7.13.3. ppg. Tailed w/500 sx "G" cement w/.75% CFR-2 @ 15.8 ppg. Bumped'plug,'had full returns. Est. to~ @ 6000' RKB..Tested csng. to 1700 Psi for'30 min, no bleed off, OK. 14. Coring resume and brief description Core #1 - 9871' to 9935' - Recover 58~ Core #2 -10200' to 10260' - Recover 60" 15. Logs run and depth where run Logs run from 7599' to 1685' RKB Ran DIL/SFL/LDT/CNL/NGT/Temp/SHDT/BGT 6. DST data, perforating data, shows of H2S, miscellaneous data n/a 17. I hereby certify that the foregoing is true and correct to the best of my knowledge. DATE .. NOTE---Report on this form is required for each calendar month, regardless of the status of operations, and must be filed in duplicate with the Alaska Oil and Gas Conservation Commission by the 15th of the succeeding month, unless otherwise directed. Form 10-404 Submit in duplicate Rev. 7-1-80 STATE OF ALASKA ,, ALASKa, OIL AND GAS CONSERVATION COMMISSION SUNDRY NOTICES AND REPORTS ON WELLS 1. DRILLING WELL COMPLETED WELL [] OTHER [] 2. Name of Operator 7. Permit No. ARCO Alaska, Inc. 84-2 3. Address 8. APl Number ?.0. BO× 100360 Ancho=age, Alaska 99510 5o-883-20071 4. Location of Well 960' F~L and 1220' FSL, Upper Cook Inlet Vertical Hole Sec. 29, T12N, R6W, S.M. 5. Elevation in feet (indicate KB, DF, etc.) 158' RKB TO ML 6. Lease Designation and Serial No. ADL-326104 9. Unit or Lease Name n/a 10. Well Number Fire Island #1 11. Field and Pool Wildcat 12. (Submit in Triplicate) Perforate [] Alter Casing [] Perforations Stimulate [] Abandon [] Stimulation Repair Well [] Change Plans [] Repairs Made Pull Tubin~l [] Other Deepen [] Pulling Tubing (Note: Report multiple completions on Form 10-407 with a submitted Form 10-407 for each completion.) Check Appropriate Box To Indicate Nature of Notice, Report, or Other Data NOTICE OF INTENTION TO: SUBSEQUENT REPORT OF: (Submit in Duplicate) [] Altering Casing [] Abandonment [] Other 13. Describe ProPOsed or Completed Operations (Clearly state all pertinent details and give pertinent dates, including estimated date of starting any proposed work, for Abandonment see 20 AAC 25.105-170). ARC© Alaska, Inc., requests AOGCC approval to extend the permitted depth of the Fire Island #1 Well from 11,000' to 13,500'. At this time %~e have not reached our objective formation and would like the option to drill past 11,000'. The general plan is to drill to the bottom of the Hemlock Formation and log the well. If test intervals are identified, 9 5/8" casing would be run, then %~e would continue drilling' into the cretaceous. If no test zones are identified, drilling would continue into the cretaceous without running 9 5/8 casing. Attached are checks on the casing design ~¢ith the ~.~ extended depth. One is to check the 13 3/8" casing· drilling at 13,500'. The second is to check the 9 5/8" casing set at 12,500' and drilling at 13,500'. The third is to check the 9 5/8" string f~.~ 'testing ~ith a surface shut-in of 3500 psi. 14, I hereby certify that the foregoing is true and correct to the best of my knowledge. Signed Title ~/ . e~¢'/~..~ Date The space below for Commission use Conditions of Approval, if any: Approved Copy Re,turned 0~lt~!~,~[ ,~il~t[ll ~'~ ..... ' ,;,,,',~[ ~. ~]'~ BY Order of Approved by__ ~ L~:;~;~L COMMISSIONER the Commission Date Form 10-403 Rev. 7-1-80 Submit "Intentions" in Triplicate and "Subsequent Reports" in Duplicate CHECK 13-3/S' CALCULATIGN S~_]UR bAS NOT CCt,.,S~'3EREO ~SXISTI,WG SESIGN- t',.].6 OPTI~qIZ~,T'IGN PROTFCTIV[~ CASING g.,])~,I~'~C>~ES. 13.37~. CASING DCPTH.~FT ~EPTH QF ¢4GXT STPZ~:G~FI'ZOSOO. I,'4TE~FACE SHUTIN,PSZ 28~9,~ SU~ST ~ACKUP GRAC.~PSI/FT *~AX~I;"~SiDE .MUD WT~L~/G,,NL L2.~¢ OUTSIDE MUO WT~LO/GAL YIN.INSIDE Mt.JO WT~,L~,/GAL 9.,50 GAS SPECIEIC GqAViT~ FRAC GRA[t .~,T SHOE~PSI/FTO~80,,S ADJUSTED GAS COLUM~J TO SURFACE. TEST P'RESSU¢,E= 1~,73. PSi NO PRODUCTION CASING ~ E F"T H C 0 S T F-T TYPE Li:~/F'T FT/SEC S/SEC 7603~ L- dO 8TC 72.0C 76i) 3. 370qt~J. T 9'T ,?~ L C O S T 37 C 4 ! F$ ,~, ::: ;:: -':-' C U t'.'i t t L A T i V E L F)A G ~ A S i' '"..; G F? ",~ ,Ii D ~'-' :i:~ T, :.:", t'i ~-' A C T C P, .S '- CALCULAT }. '.:i £ 3.5 ,~ 3 ,, 5 £ 7A'J'), 17,9 2~C7. 76 .J '3, 1 :~ = .:) 1 '~ 13, SHUT- PSI' 2577. 2!~2o 17~:; 7 ~ l 3~93 . 604. 20<? ,o -580, %2, CALCUL,ATi 8N CPTZ O.,~S S:3UR GAS N~.~T CO,',~SIDE~E.3 3UOY&;~CY CONS I DERE[:. EXISTI~',~G ~ESiG~,.~-- D,'G ,3P[IMIZATiCN PROT~CTIV~ CASI'~G DEPTH OF NEXT gHUTI A ~ PS I ,~AX.INSIDE ~ [ N. INSIDE FRAC GP.A[} ~.T 9ESIGN F,ACT{3RS - C= 1.000 E~=I.~IOO T J= ADJUSTED G~S COLU,qN TCl SURFACE~ TEST PRESSURE= gTSO~ PSI NC PROOUCTICN R~QLJI'RENENT ,:'i', 1350 O ' 9,625 CASING DEPTH.,FT c TR ~ ,'.;~ .... F'T 135 P.,U,," ! ='.] T ERFA C": ~1].I,, '.:':;U:'IST P:ACKUP GR~,D.,~PSI/FT ~rT~L!S/GAL 12,,9 OUTSIDE HUD WT~L?,/'SAL ~iT~Li'J/G~.LiZ.AO GAS SPc' GR CIFIC ^"7 ITY 1,,~00 TP~.= i,500 12 0~560 ......... " S ........ .... .--,-~.. A I N G S E L E C T' I 0 r,~-.--,.-.- C A S i N G n E P TH C ''~ ~ "f FT TYP~: L ~T!., / F T FT/SEC !:~/S F'-' C 12500~ SS- 95 ~3TC 53.50 2000~ 51100,, iO5OO. $OC 95 BT(] /-+7'00 10500, 3!374G, TOT,,-~L CUS'T 394840 ~, ;'~ I t',i I M U ",4 LD, R I F T I S 8 .o S O C) [ i~ C H E S -':,: :::::-' C U i",! U L A T Z V £ L '[] A D S'-::':;:~: ITTCAL~ DEPTH ','iEl G~T CA~ING FEET LE;/$'AL PS! 12 503 ,, 12500,, 10,,C 7255~, 12500. 1 t ~-~ 6606. lgSOO~ i 2 q ;'3,9. i 5 12 ~()C:, !5~2. 3362~ 12500. i7.0 Z714~ 1250~ .1 ~ 0 ,vUD :,,JTv SU(.~FACE S~-~UT-IN Li!3,/G,'IL FQRM~NI'ION RUPTURE PSI 9. O 0 5 ~ g 4-. 10, O~ 527 5. !1.00 4626. 1 2 · 00 3 e '7 7 ,. F"~ 13.u .s 3 32q. 14. O O 2 ('~. :'30. !5,.0;3 2031 ~ 1,3 ,. 0 '3 ~ 332 . 1 7.00 7 3 ~., I ~::: .,, 0 0 ~.:~ 5. F & C T,3 P, I ',I C.L U 2 (3) 7:':' _-- ..~ --'~ C"-' t~ 0... , ,__ STATE OF ALASKA CONFtL}ENTI Jl,ALASK :)IL AND GAS CONSERVATION,,:, ,MMISSION NDRY NOTICES AND REPORTS ON WELLS 1. DRILLING WELL E~ COMPLETED WELL [] OTHER [] 2. Name of Operator ARCO Alaska Inc. 3. Address P.O. Box 100360 Anchorage, Alaska 99510 4. Location of Well 1150' :~¢_~, 1300' T 12N, R6W SM FSL Sec. 29 5. Elevation in feet (indicate KB, DF, etc.) 12. 7. Permit No. 84-2 8. APl Number 5o- 883-200 9. Unit or Lease Name ADT, 326l 04 10. Well Number 1 1. Field and Pool 6. Lease Designation and Serial No. Wildcat Check Appropriate Box To Indicate Nature of Notice, Report, or Other Data NOTICE OF INTENTION TO: SUBSEQUENT REPORT OF' (Submit in Triplicate) Perforate ~ Alter Casing [] Perforations Stimulate b-] Abandon [] Stimulation Repair Well [] Change Plans [] Repairs Made Pull Tubing [] Other [] Pulling Tubing (Note: Report multiple completions on Form 10-407 with a submitted Form 10-407 for each completion.) (Submit in Duplicate) [] Altering Casing [] Abandonment [] Other 20" Casing 13. Describe Proposed or Completed Operations (Clearly state all pertinent details and give pertinent dates, including estimated date of starting any proposed work, for Abandonment see 20 AAC 25.105-170). Ran 40 jts 20" 133~/ft Dril-Quip 'FB-60 Csg to 1685.357' RKB, Pump 20 BBL fresh water pre flush. Cement w/ 1159. sx class "G'" '@ 12.1~/gal w/0'.'5% CFR-.2L and 3.5% prehydrated gel,,G,, + 2% CaC12. Followed w/1346 sx neat class ',,'G,, .@ 15'.8~/gal.. Pumped' 622 sx class w/2% CaC12. Displace w/25 BBL.salt water.. CIP @' 0800 hoUrs 4/1/84. ,,..~ .' ~, , ~., ' ,¢' .,?.u ..... /~"; .//¢,., r. . ,.... RECEIVED ,,~ ,~ APR 2'0 Aiaska 0it & Gas 00n, s. 00mmissio~q Anchorage 14. I hereby certify that the foregoing is true and correct to the best of my knowledge. Signed ,//~ Title '~i3-1~Q..~ S~ ~_~eri,ntendent The space below for Commission use Date 4-9-84, Conditions of Approval, if any: By Order of Approved by. COMMISSIONER the Commission Date ......................................... Form 10-403 Rev. 7-1,80 Submit "Intentions" in Triplicate and "Subsequent Reports" in Duplicate '~'~"~' ....... STATE OF ALASKA F~F~I,, ~:;-' ~r"~, UN~ IU '~'~ ~I ALASKA OIL AND ~A800NSERVATION ~ ~MIS~~~- [u~l-[AL E, i SUNDRY NOTICES AND REPORTS ON WELLS 1. DRILLING WELL ~} COMPLETED WELL [] OTHER [] 2. Name of Operator ARCO Alaska, Inc. 3. Address : P.O. BOX 100360 Anchorage, Alaska 4. Location of Well 1150' FWL, 1300' FSL, Sec. 29 T12N, R6W, SM 5. Elevation in feet (indicate KB, DF, etc.) 6. Lease Designation and Serial No. ANT_, 't?~l 04 12. 7. Permit No. 84-2 8. APl Number 50- 883-200 9. Unit or Lease Name ADL 326104 10. Well Number Fire Island 11. Field and Pool W~'] Check Appropriate Box To Indicate Nature of Notice, Report, or Other Data NOTICE OF INTENTION TO: ;" (Submit in Triplicate) Perforate [] Alter Casing [] Perforations Stimulate [] Abandon [] Stimulation Repair Well [] Change Plans ['-]. ~ Repairs Made Pull Tubing [] Other [] Pulling Tubing SUBSEQUENT REPORT OF' (Not~: Report multiple completions on Form 10-407 with a submitted Form 10-407 for each completion.) (Submit in Duplicate) [] Altering Casing [] A,.,ba ndonment [] :~)the~ [] 30" Casing 13. Describe Proposed br Completed Operations (Clearly state all pertinent details and give pertinent dates, including estimated date of starting any proposed work, for Abandonment see 20 AAC 25.105-170). Drive 36" casing to' 212' w/358 BPF. RD, release 30" connector. Weld on pad eyes to secure .30". Drilling 26" to 330", PU hanmar' and drive head. Drive 30" to 328' RKB. 14. I hereby ce'rtify that the foregoing is true and correct to the best of my knowledge. Signed ~'~~ Title The space beloOv for Comnnission use ' Date 4-9-84 Conditions of Approval, if any: By Order of Approved by COMMISSIONER the Commission Date Form 10-403 Rev. 7-1-80 Submit "Intentions" in Triplicate and "Subsequent Reports" in Duplicate MEMORANDUM S ate of Alaska DATE:April iQ..- , ~,-984- FILE NOD ql O2 TELEPHONE NO: SUBJECT.'.. 'Witness ,~u~,-'. Test ARCO's Fire Island ~,;1 Sac. 29, Ti2i~!,K6W,S~'i,_ Per~'.~_it i.]o. 84-2. ~:~'ed.nesda'z,__~]r.il 18 1984: i traveled this oate to .~t~ub' s Fire island ~1 to witness ~ BOPE test. The test began, at S:30 p~. ~nd ~za.s concluded at 1:.)0 a]:~t, April 19, 1984. As. the attached BOPE test repot:';; shovzs there ~,zas one failure ~,¢hich ~,as corrected, and tested. ±n summa, rTe, t witnessed the BOPE test o~'~ AECO's Fire Isiarzd :i{~i. At t a ch~:~e n t 02-001/%(Rev.lO/79) STATE OF AkAS}Q\ ALASKA l, & 'CAS O3NSERVATION COMM/SSI~N B.O.P.E. Inspection Report Peserve pit~ Rig ,~0./~ .,. BOP~ Stack "" '"' :' ' Annular Preventer,: Blind Rams Choke Line Valves H.C.R. Valve Kill Line Valves- Check Valve Test Pressure _~, ACCUY~ULATOR SYSTEM Full Charge Pressure j 0~ psig Pressure After Closure /'~ ,,,'3-cD psig Pump incr. clos. pres. 200 psig ~,. sec. Full Charge Pressure, Attained: c~ min~O sec. Controls: Master Remotet~ ?.~.~-~'i Blinds switch cover Kelly and Floor Safety Valves · Upper Kelly , / Test Pressure I/m~r Kelly /. Test Pres sure ~) ,:"~> Ball Type.. Test Pressure . ,._.."~, ..... Inside BOP / Test Pressure , ? ,.-'. ~ .,,:, .,~:-.,,-: , Choke Manifold ~f :'::~ ::, Test Pressure No. flange~ ~ Ad j ustab le Chok~q / l~fdrauically operated choke /' -- , - , Test Results: Failures ,/ Test Time' ~J- ..hfs Repair or. Replacement of failed equipmsnt to be made within -- ,,days and Inspector/Ccrarrd. ssion c~fice notified. Remarks: t.F,) ,..-./<~.'....,.... /,- ,; ,/, __%:.' ~. .',~- , ...... ~ ........... , Distribut ion orig. - AO&GCC . cc - Operator cc - Supervisor STATE OF ALASKA ALASK,:, )IL AND GAS CONSERVATION (_ .dMISSION SUNDRY NOTICES AND REPORTS ON WELLS 1. DRILLING WELL [] COMPLETED WELL [] OTHER [] 2. Name of Operator ARCO Alaska, Inc. 3. Address P.O. Box 100360 Anchorage, Alaska 99510 4. Location of Well 960' FWL and 1220' Upper Cook Inlet Vertical Hole 5. Elevation in feet (indicate KB, DF, etc.) _ I 5g' RYB to ML 12. FSL, Sec. 29, .T. 12N, R6W, S.Mo 7. Permit No. 84-2 8. APl Number 50- 883-20071 9. Unit or Lease Name u/^ 10. Well Number Fire Island 11. Field and Pool 6. Lease Designation and Serial No, Wildcat ADL-326104 Check Appropriate Box To Indicate Nature ot: Notice, Report, or Other Data #1 NOTICE OF INTENTION TO: SUBSEQUENT REPORT OF: (Submit in Triplicate) (Submit in Duplicate) Perforate [] Alter Casing E~ Perforations [] Altering Casing [] Stimulate F-] Abandon [] Stimulation [] Abandonment [] Repair Well [] Change Plans [] Repairs Made [] Other [] Pull Tubing [] Other [] Pulling Tubing [] (Note: Report multiple completions on Form 10-407 with a submitted Form 10-407 for each completion.) 13. Describe Proposed or Completed Operations (Clearly state all pertinent details and give pertinent dates, including estimated date of starting any proposed work, for Abandonment see 20 AAC 25.105-170). ARCO's letter to AOGCC of 4/3/84 stated that the APD showed we woUld run 68# N-8'0 13-3/8" casing when in fact that was in error and we planned to run 68# K-55. Subsequently. we received a call from AOGCC stating their reservations on running the K-55. ARCO went back to our design calculations and did indeed find we were in error on the K-55 design. Therefore, we are altering our 13~,3/8" casing design. We will be running a full string of 72# L-80 13 '3/8" BTC casing. ,, r. Vf Or~t~ 14. I hereby certify that the foregoing is true and correct to the best of my knowledge. Signed~~~ ~~ Title~, 1¢ ~ g The space below for Commission use Superintendent Date 4/11/84 Conditions of Approval, if any: Approved by IT LIIlilll[ C. $111TIi ~etur.ed -- By Order of COMMISSIONER the Commission Date ................................. Submit Intentions ~nTnP~cate Form 10-403 Rev. 7-1-80 and "Subsequent Reports" in Duplicate C,.~LCtJLATIi2~,,] CPT: E~JOYANCY CO,',SI E.<IST~'NG r',:'.. ....... , .. - ..... .:., ! ,., N - i:..! C ,_, ':':~ T I r41 Z" T .,. O': °Rr2TECTI VS C z, S [..NG :..~_,S[G:~',' F./~C'¥EiRS '- C = !.,1300 q=I,,lO0 T J= I,..~':'C,q. T'~E:= .L,,.-, ~:0 AD.JUSTED .'S,~S C(.)Lt.J.~4N 'r~3 SLJP, FACE,, T E S T P R ~'_ S S U ~,,':' E=_ 1.5 '94 ,, P S .[ Nt3 PRODUCTION REQUtP. EivE'~IT -.-C A.. S 'i N G S E L E. C T I ~"~ ?,;~:~: · CA S I NG " D E .? 'T H . C'. 5 ~ 'T ET TY°E', .. Lg/FT FT/~'.~ E"~,... S/SEC 7 7 0 0 L- gO B'TC 72,.00 7'/'00, 375.1.q-~. 0, I,j'!AL L[]SI .5lSiZ~.e. I"'IINIMU.M DRIFT IS 12,.191 Z'NCHES CASING D E'P TH ~. U N N i FT C L P SE' ~',:.~ ' ' '"" ~' T,..,, ~ a TENSION TENSION O. 0. 3536, '4'7~'T26. 47z+726, CAe ..~ I N G FT U ! i U C 0,~ C 'i' O R S T J T P [~ [:;~, T J I'~ T P ~ bURST "' Tf C. TC: r~A NG FA RS (:"iO'FE: NE! C'i~ [ I'i,..AL ~'4U:] SU~'~FAC ~ S~OT-IN DEPTH WEIGHT CASING RLJPTURE 7700. 9,0 5 36~.. SAFETY FACT/}R I,"'¢CLUDE;2) 77 u f, o 7733. 77 '3 'i; · 1 :', ." 73'.3 .. l :.:. ' 770q. 17., ? 10 /,;A L .0 f! ) ] .3~ Z '7 3 4 ,, 11 ,,, 0.3 2334, O? O0 16.0 0 17 ~ 0 (} lo .. 7 35 :, ~ 36 -04. -4' .64 ~ April 11, 1984 !.[r. Gary FI. Hantr~on Drilling Superintendent AR.CO Exploration Alaska Operations P. O. Box 100360 Anchorage, Alaska 99510 Fire Island No. !, Use of Swivel-Joints (Chiksan) in Choke Lin.~.s and Kil! Lines. Dear Gary: As you well know, we have recently completed a lengthy blowout preventer inspection of ARCO's Fire Island .No. ! well on the Key Hawk. ii drilling rig. Un~.ortunat¢=y your contrac~.~or for the new Key. Ha~aii r.~..g~ was~ ~nadequately prepared .prior to cor~menctng operations in Alaska state waters. Our regt~lations, inc!.udlng the incorporated APl RP 53 "Blowout P~. ev ...ntion Systems, '* 'e ' ~ does ~ , ' ' nx:,,~ reco~nend the use of s~zvel-3 oints (Chiksan) in choke lines and kill lines for "Surface Instal- lations" and we therefore require flange, Welded, or clamped conne ct i OhS. ahead with we1,! operations using ,~Wlve!-jo'{{t ~.onnkctions choke and kill. lines for this single well. For the future, we will appreciate your assistance in ensuring that ~,~hen used in state waters, the Key Hawaii will be reqnired to comply wf..th state regulations. Sincerely, / "i. ' /'""~ 'iTi~ /', ..... Lonni~ C. Smiti~ Commi s s ~o. LCS: be 1 .AFI ARCO Alaska, Incl~' ARCO E×p~o~ation - A[zska Operations Post Office Box '~00360 Anchorage, A~aska 995'i0 Telephone 907 277 5637 April 3, 1984 Alaska Oil & Gas Conservation Commission 3001 Porcupine Drive Anchorage, Alaska 99501-3192 .ATTN: C. V. Chatterton q Gentlemen: Please be informed that ARCO Alaska, Inc's. approved Permit to Drill No. 84-2, Fire Island %1, contains an error in the proposed casing program. The proposed 13 3/8" string is to read 68%K-55 as opposed to 68~N-80 as the permit reads. ARCO's design calculations were based on K-55 pipe and show that this casing may be safely run to depth with a 1.0 safety factor in collapse and 1.1 safety factor in burst. Please advise at your earliest convenience on this program change. Any question should be directed to Dan Stone at 263-4518. Sincerely, Gary M. Hammon Drilling Superintendent GMH/DMS/rs f ,.,.:'.,.' .'[. .... :. ,,, .: Casing Size 30" 20" 13-3/8" 9-5/8" Hole Size Driven 26" 17-1/2" 12-1/4" Setting Depth ( RKB ) 310' 1660' 7460' 7160'-11160' TABLE 1 PROPOSED CASING PROGRAM Weight, Grade Function. Connection Est. Top. of Cement Maximum Surface Pressure Conductor 310~ x-52 Welded Casing 0 psi Surface 133~ K-55 DrilQuip Casing Quik Thread Returns to Surface,wash Annulus to ML 1008 psi Protective 68# Casing ~N--8~ BTC 5500' 3180 psi Production 53.5# S-95 BTC Test Liner 7160' 3180 psi 2~ o o o o o ×~ 18 2( EQUIVALENT MUp WEIGHT - PPG MEMORANDUM State of Alaska Cna~~ THt!U: Lonnie C. Smith C or::rai s s ioner FROM: Bobby' Foster Petroleum z:.~spector DATE: ., ~ -~ -~ f~(~ ~q:;rlz 6, l.vo4 FILE N~: 3i 20 TELEPHONE NO: ~-.~: z trave±ec ~_hzs date to f. ff(CO s i~zze Island oundg~, ~2 -~zl i, t98 "-' ~--'%~5 ~ftf~:~ E'[~e upEoming 20" BOFE test. .......Ho/idav,~ .... A~r~!~ .. 2 , ].984: Standing 'by to test: BOPE. Tuesday, April 3, 1984: The BOPE tast~began at 8:30 pm. The pipe ~ .... ii-, ....-- ' -~--.~' ..... ~ - ...~ ,.-: . rams ~~~rzd rams both zeake~. ~ set oz blind ram rubbers were found i'n Kenai and brought to the rig and installed. The blinds were tested aion~' with the rest of the BOPE Thursday, ~_pjril 5, 1984: z~:. pi. pe ram 're, p~ · · aceme, r.tts arrive, d, were in su~rmtary, I witnessed the BOi:~, test on ARCO's Fire island ~].. A t t a c hmen t. This rig does n. ot meet the API AP53 rules concerning Choke and kill lines as they both have thz eadec, co'nnacti, ons. After meeting with Mr "' ' , . . chatterton Hr Smith and Hr. Wondzetl it was d. ec~c. ed to accept this condition for the drilling of thi. s well Fire island ¢I only'. If any future wells are drilled by this rig in State waters it will have to meet all rules a~.d regulations. 02-001~(Rev,lO/79) STATE O[" AtAS~%\ ALASKA C_ , & CAS {IDNSERVATION CCMM!SSION B.O.P.E. Inspection Rcport · _~ __CG3.../'/ ',./' J i . Well /: .C" ' ~- ""-~ ' ' ~ %' 22 _~asmg Set ~tion: Sec ~2~ T,:'2:Z,'R" M c:''~ ,,'" ' ~il ling ~n~a~or ,/'.¢j' ,:"~'/'? ":' ~ ? R~ ~ ,~epre~ntatzveT ...... ,,' :' ..... Location, General Well Sign__ 'f'),,,/' Cenera 1 Housekeeping Annular Preventer<, Pipe Rams Blind Rams Choke Line Valves H.C.R. Valve Kill Line Valves Check Valve Test Pressure / :,9.... :.? / p ",-} ,/'/ ,., ) / .~ .,,,:," : .... · ACC~I~UEATOR SYSTEM .. .lall Charge Pressure --.-~lP:.:l~ :'.-. psig Pressure After Closure .... j, ,':.:, ,. psig Prop incr. clos. pres. 200 psig ....... min.,.:, ,'), sec. Full Charge Pressure Attained: ~-'i' rain ", sec. N2 '~. psiq Controls: ~aster /~ "' , ,- ,' . R_emote/-.'2i:.d2 Blinds switch cover Kelly and Floo~' Safety Valves · Upper Rally , / Test Pressure__/,,-l!r:~ ~ '':'::p Lo~er Kelly /! Test Pressure..//'"::'"":'"':~ / Ball T~pe. ~ Test Pressure ......... ':' Inside BOP / Test Pressure_ Iil Ctoke Manifold ~.-:::'..?~ ~'' Test Pressure ,. {,., .,~' No. flanges Atjustable Chokes / ~fdrauically operated choke '":' , Test Results: Failures~ ~:',~: Test Time l hfs Repair or, Replacement of failed equipment to he made within days and Inspector/Ccmmission office notified. . : ' ~' ....,~..~ ,,' .,~ >.., :. ,.,..... :... ~.:~,..~,,~ ,. ,-7 .... ~'":" ~.' ,,'%..'.'.~-J :..{...~ ,-:>': ,:%'~i'..)/, ,,... ~'-:", ........... Resnarks :_ /~ ~.,,:" :::'".'" ',"': ':':::':::::?: 1, ,, /~...:<:: ..,,. . ::.,,:::':..: , ,, : .. ,, : .:....,.. ,I ::.: '.i',....:.,, :,-" ., ..: ~ . ': ,;...,':.',..::: ". L~ ~ '~ '"'? ~..-~a':.: . :.:::l,:.::.: ".~. ,; "" ... 'L-/~ ...... ii&'""::'' ~!"' ' ..... "~' Distribution orig. - AO&GSC cc - Operator cc - Supervisor MEMORANDUM TO: THRU: FROM: State of Alaska ALASKA OIL Ah~D GAS CO~,~SERVATIO~, C. Bf. fg~tterton DATE: ~.'~arch 29, ( / .... ; .'--. Lonnie C. Smith Co--is s ioner TELEPHONE NO: .... ........ Bobby Foster~ ....... -:.,..~' Petroleum. !nsp'ector ]9o4 SUBJECT: Inspect Diverter System on ARCO's Fire Island ~!, Sec 29 TI~,? R6t'~ ~ Permit No. $4-2 Tuesday March 27 1984: ! departed Anchorage via hel.icopte~ at thfS-"d'ate and'"~l ~ , ~'!' T(,~_~ -~ '~ jack-up r~g to ..... e~ to Ke!dr ....... s z ...... if~spect the diverter system to be installed on the 30" drive pipe. The 30" pipe had been driven to 328'. Wednesd?,¥, March ,,~..8, 1984: At. 9:00 pm the diverter system was %.~~-rea-yd~--~''°r .i?'~.s~-c-E,'ion. I requested that the two 8" va!v~s be opened and closed. This was done and the vaIves ~,~orked properly· I then requested that the 29~ Hydrill annul, ar preventer be closed. The tool pusher tried to close the annular preventer ~,Tit'h no resu].ts. After checking, it ~,-:Tas discovered that the correct co.~.tro], lines had not been connected to the preventer. The lines ~.zere changed and the annular preventer worked, properly. At this time i also requested that some adjustments be made on the accumulator pressures. The corrections ~,.~ere made and I informed Larry Hill that the diverter met the A.O.G.C.C. regulations and dril'~ing could, begin. In summary, I inspected the diverter system on. ARCO's Fire Island ¢1. 02-001A(Rev. 10/79) January }.!r. G. M. IIammon Drilling St;perintendent ARCO Alaska, INc. P. O. Bo.,, 100360 Anchorage, Alaska 99510 Fire Is land Mo. ! ARCO Alaska, !nc. Permit ?.,Io. 84=2 Sur. Loc. !!5D'~i.,, 1300'FSL, Sec. ?9, T12,~, Btnho!e Loc. S A ~..i E. Dear }.{r. }lammon. EnclOsed is the approved application for permit to drill the above re~- - ' If coring is condtmted, a one cubic inch chip fro.m, each foo~ recovered core is required. Sa~!~s of we!]~ cuttings and a log are required. Ap inelin.~tion s~'t~?ev is r~uir~d as per 20 ~C "5.050(b)fS~. c ~, ~ ~ ,.:.. i a:~aila, b~,,a, a t .pc con.~aining the digt.~ized log i.....fo~ation s'ha.!l b~ snbm~ttad on al! logs for copying except experimepta! logs, velocity st~rvays and '~,~anv...~ .... rivers in Alaska, .. . and their drainage ,-,~,stems have been. classified as i~portant for the ~ ' anad. romous fish. Opera~ions in these areas are subject to AS ~6 05 870 and the regulations ro ..... p. mn..,~ga.~ ...... d thereunder (TitIe 5 Alaska . ' e . . Adm. znistra~.ive Codal Prior to comm~nci'ng opera~ions may be. contacted by the l{abitat Coordinator's O:f'fi. ca, Departmen~ of Fish apd Poilu, ..... on .... ~, a~,y r.~ate~.s the State is orohibitad by AS &6 ~bapter 3, Article 7 and the re~t~!ation~ pr'om~t~ated thereunder (Title 18, Alaska Administrativ~ Code, Chapter 70) and by thc Fede~rat !'Tater Po!].ntion Control Act, as am.ended. Prior ~o comnepci~, operations vou ~';~.,..~,. be con~acted b~, a r~.oresen, ta~ o~ To aid us in ecned.n.;_a,~,.~.., f'~..~:~.Id ~,gork, p!~.,.a.se notify this office orate.hr to ::!~nas~ t~:~tin~ of the ea',.::?ment before the surf~c.e please before '~ ~ : ~ the conduct..,..,. ~i~ ARCO Alaska, Inc. .A~CO F-xpiora..~,,.;n - AL~sk~ Operations Post Office Sox 100360 Ancho.mge, A~aska 995~0 Ve~ephoae 907 277 5637 December 27, 1983 Mr. C. V. Chatterton Alaska Oil & Gas Conservation Commission 3001 Porcupine Drive Anchorage, AK 99501 Dear Mr. Chatterton: ~pplication for Permit to Drill - Fire Island Enclosed in triplicate is the application for permit to drill the Fire Island ~1 Well and our check number 548564 in the amount of $100. To the extent it is possible pursuant to 20 AAC 25.537, ARCO requests that this information be kept confidential. If I can be of any assistance to you or supply you with additional information, please call me at 265-6162. John Herndon JEH:rll John E. Herndon Landman ARCO Alaska, Inc. AHC() [: xploralion L a n d Post Offic, e Box 100360 Anchorage, Alaska 9,9510 l'elephonc 90/ 26!:~ 616;! Subsidiary of AtlanticRichfieldCompany ARCO Alask~, h,,,s_ is el Subsidiary' of AtlardicRichfieldCompany ALASKA; STATE OF ALASKA AND GAS CONSERVATION CC' PERMIT TO DRILL 20 AAC 25.005 .MISSION la. Type of work. DRILL ~ lb. Typeofwell EXPLORATORY [] SERVICE [] STRATIGRAPHIC [] REDRILL [] DEVELOPMENT OIL [] SINGLE ZONE [] DEEPEN [] DEVELOPMENT GAS [] MULTIPLE ZONE [] 2. Name of operator ARCO Alaska, Inc. 3. Address P.O. Box 100360 Anchorage, Alaska 99510 4. Location of well at surface ll50'-"FWL and 1300~' FSL, Sec. 29, 9. Unit or lease name - T12N, R6W, S.M. - Upper Cook Inlet N/A At top of proposed producing interval 10. Well number - Vertical Hole Fire Island #1 At total depth 11. Field and pool 5. Elevation in feet (indicate KB, DF etc.) I 6. Lease designation and serial no. Wi ldc a t approx. 120' RKB to MLLWJ ADL-326104 12. Bond information (see 20 AAC 25.025) Federal Ins. Co. Type Blanket Bond Suretyand/ornumber#8088-26-26 Amount $200,000.00 13. Distance and direction from nearest town 14. Distance to nearest property or lease line 15. Distance to nearest drilling or completed Anc_h_o_r__a&9__.-__Approx. ,~1~ 5800 ' FWL ADL 326104 feet well 19 · 6 miles 16. Proposed depth (MD & TVD) 17. Number of acres in lease 18. Approximate spud date ..11,000 TVD feet 5,760 April 1 1984 19. If deviated (see 20 AAC 25.050) 120. Anticipated pressures S e e -:,,~'- ?¢~ ";' psig@_ ,~ / Surface KICKOFF POINT feet. MAXIMUM HOLE ANGLE oI (see 20 AAC 25.035 (c) (2)At tac_.Jzed~i.:.'¢¢ · 21 ..,::.ps,g@ /,' '~ ft. TD (TVD) Proposed Casing, Liner and Cementing Program SIZE CASING AND LINER SETTING DEPTH QUANTITY OF CEMENT Hole Casing Weight Grade Coupling Length MD TOP TVD MD BOTTOM TVD (include stage data) Drive~ 30" 310 ×-52 Weld 310 I MZN. 80-i I BMT, 'N/A 26" 20" 133 K-55 ~il , ~o ]660 I 1550'I BML 2680 ft3 17~" L3-3/8~' 68 N-80 BTC 7460 ~ 7300'1 BML 1390 ft3 .12~." 9-5/_8" 53.5 $-95 BTC 4000 7000' Ii BML ' 1000'1 BML 1250 ft3 I I 22. Describe proposed pro~-a-r~.-~- ......................................... ' L__ ..... I See attachment for proposed program. / ,., , 23. I he~[J'y certify that the foregoing is true and correct to the best of my knowledge SIGNED TITLE Sup_erintendent DATE 12/19/83 The space below for Commission use ...... CONDITIONS OF AP~'PROVAL __ Samples required Mud log required Directional Survey required I APl number ' ~YES []NO ~YES []NO []YES DZ:]'NOI 50_~ ~'~¢' ']_Oo Permit number Approval date ~ ~- ¢- SEE COVER LETTER FOR OTHER REQUIREMENTS APPROVED B't "'_ '~ ~~/~¢~//~,.) ,COMMISSIONER DATE_. ~ ........ 1~ ! 984 Form 10-401"~ ~/"' / - Rev. 7-1-80 Submit in triplicate CONTENTS PROPOSED DRILLING LOCATION AoGCc Bond Figures & Tables Drilling Prognosis Well Design Appendix "A" - Geotechnical Investigation Appendix "B" - Drilling Vessel Description 1 2 3-7 8-10 11-15 UTM 5 AIJL AUL 326095 32( ADL ADL 326t04 32( 19 20 21 . LATITUDE: 61 °5'52.3"N ' LONGITUDE: 150°23'32. 75"W 29 X-- 640, 578. I M 30 ~ Y= 6, 776, 285.8 M 28 o , , 31 32 33 ,, 326096 105 FEET COOK INLET ARCO FIRE ISLAND NO. I PRIMARY DRILLING LOCATION STATE SALE #33 APPLICATION BY : ARCO ALASKA INC. DATE :DECENE~ER 1983 2029330001 ALASK, Bond No. 8088-26-26 STATE OF ALASKA (' ¢IL AND GAS CONSERVATION ( MMISSlON BOND BOND NUMBER 8088-26-26 PENAL SUM $ 200,000.00 . KNOW ALL MEN BY THESE PRESENTS, That we .................... .A...R.?..O.....A...~...&..~..~...~.., .... .Z...~..o........, .... A....D...e. 5. g.~.?.g.E.e......0...o..Ep. 9.~.g.~.$.9..n.. .................................. - ..... of the City of ....' .... ~.J2.Q~.Q~..C.~..e. ................................................ State of ........ .A...~..~...S...~...8: .................................................................... as principal, and ............... ~.~..8...~..e..~z7.~.~.~.~..Z~..~..~S...U.~.a...Q.~.~.....~.~..m.~.~.~.~.z....~..~..~¢.¢.~.~.~....~.~.~.~.~.~.~.~ ......................... of ...... ..... , as surety, authorized to do business in the State of Alaska, are held firmly bound unto the Alaska Oil and Gas Conservation Commission in the penal sum as indicated, lawful money of the United States, for which payment, welI and truly to be made, we bind ourselves and each of us, and each of our heirs, executors, admin- istrators or successors, and ass. igns jointly and severally, firmly .by these presents. Whereas the above bounden principal proposes to engage in the drilling, producing and operating of a well or wells for oil and/or .gas, or proposes to drill holes for stratigraphic information in and upon the lands situated within the State of Alaska, at a location de- scribed as follows: SINGLE WELL. BOND-minimum penal sum $100,000 Unit or Lease Name Well Number Area of State Surface We'll Location-Sec., Twp., Rng. and Mer. BLANKET BOND-minimum penal sum $200,000 Any and all wells drilled and operated by the principal in the State of Alaska. NOW, THEREFORE, the above bounden principal shall comply with all of the provisions of the laws of t~e State of Alaska and the rules, regulations and orders of the Alaska Oil and Gas Conservation Commission, and file with the Alaska Oil a. nd. Gas Conservation ., Commission all notices and records required by said Commission. . . ·. . · · _ This obligation shall remain in full force and effect until released by the Alaska Oil and Gas Conservation Commission afthe request of Principal or Surety. Witness our hands and seals this ARCO.~ s~ka./ /'/~//Inc. ,~ "'i~ ......................... ' ........................ f ................ Paul B. ~No~-gga~d~/~ice-~residen~ Witness our hands and seals this FEDERAL INSURANCE COMPANY ........ ?..~..~...~. ......... day of .... ~..*.¢..(~.~.~.¢.,~. ................ 19..~.Q ...... (Surety) .... ~ .~.;'.~,.,~..'.~.~'~.(~..h.~~.~'..c~...~.-..z:....'~. ~andac'e L. Buswell/'', Attorney-in-Fac Approved: ...Z ..... :7.... ~:~f.~ff%.... .............................. Date: ./. .-. ~ . .?. r.~'. ./ Approvect: .~~..'ii~ ....................... ( (requires two signatures) ALASKA OIL AND GAS CONSERVATION COMMISSION Form 10-402 R,,',' / ~ ao 2 Countersigned' for Alaska (RS~ident Agent, if necessary) John C. L~.ndgren, Powez"~ Attorney for Victor ~~dJpl~~m will be returned FIGURE 0 psi Po Diverter FLOY~ ]NE ;30' SO0 PSi WP ANNULAR PREVENTOR DR ! LL ]NG sPOOL 30" ;ONDUCTOR PIPE "DETAIL" .o FIGURE 3 18-3/4" 3000 psi W.P. BOP FIGURE q 13-5/8" IGO00 psi W. P. BOP RNNULRR PREYENTOR BL~ND RRMS SPOOL. P~PE RR~S I 10 FIGURE 1 12 14 16 EQUIVALENT MUD~ WEIGHT ~..~- PPG 18 ~TERLING 2O TABLE 1 PROPOSED CASING PROGRAM Casing Size Hole Size Setting Depth ( RKB ) Weight, Grade Function Connection Maximum Est. Top. Surface of Cement Pressure 30" Driven 310' Conductor 310~ x-52 Welded Casing N/A 0 psi 20" 13-3/8" 26" 17-1/2" 1660' 7460' Surface Casing Protective Casing 1335 K-55 DrilQuip Quik Thread 68~ ~N--80- BTC Returns %o 1008 psi Surface,wash Annulus to ML 5500' 3180 psi 9-5/8" 12-1/4" 7160'-11160' Production 53.5~ S-95 BTC Test Liner 7160' 3180 psi ARCO ALASKA, INC. Fire Island %1 Drilling Prognosis Name: Fire Island TD: 11,000' BML Objective: This well will be drilled as a straight hole to 11,000 ' TD to test the lower Tyonek sands, the Hemlock Formation, and the Cretacious Matanuska Formation sandstones. Location: Water Depth: Rig: 1150' FWL and 1300' FSL, SWC, Sec. 29, T12N R6W, S.M. Upper Cook Inlet 42' ............. (MLLWi~ Suitable Jack-up (not contracted at this time) Elevation: All depths are R~=~less otherwise RKB assumed ap~'120' ~bove MLLW Casing Depths: 30" (Driven) 310' 20" 1660 "' 13-3/8" 7460 ' 9-5/8" 11160' Total Depth 11160' Note: Casing depths may be conditions and/or formation tops noted adjusted as hole dictate. Estimated Forma- tion Tops: Sterling 2595' Beluga 7111' Tyonek 7371' Hemlock 9920' West Foreland 10370' Cretaceous 10698' Mud Program: 26" Hole to 1690' - Drill with seawater. Sweep hole with 50 BBL viscous mud pill every connection or as conditions dictate. Fill hole with viscous mud prior to running 20" casing. 17-1/2" Hole to 7490' - Drill out of 20" shoe with freshwater low solids gel mud. Control fluid loss to less than 20 cc. 12-1/4" Hole to 11160' - Change mud system over to 3% KCL mud system to drill through prospective intervals from 13-3/8" shoe to TD. KCL mud will control clay swelling in formation. Mud weight will be determined by hole conditions and pore pressure. Weights in excess of 12-13 ppg are not anticipated. Samples: Cuttings samples will be collected every 10 feet or as instructed by wellsite geologist. Mud Logging: A complete computerized logging unit manned by sample catchers and logging technicians 24-hours a day will be used from 30" casing shoe to TD. Logging Program: Run Interval Hole Size DIL/SFL/SP/GR LDT/CNL/NGT SHDT EPT DIL/MSL/SP/GR TEMP VSP SWC BGT LSS/GR RFT 1 2 3 1660'-310' 7460'-1660' 11,160'-7460' 17-1/2" 17-1/2" 12-1/4" X X X X X X * X X X * X X * X X-Required *-Optional Coring Program: Surveys: Test Program: Conventional Cores 2-4 60 ft. cores in the Tyonek Formation 1-3 60 ft. cores in the Hemlock Formation 1 60 ft. core in the West Foreland Formation 1-60 ft. core in the Matanuska Formation The wellsite geologist may call for cores when in the objective formations or whenever necessary to evaluate well potential. Sidewall Cores Up to 200 sidewall cores may be called for in the well. These would be intended for: (1) Evaluation of reservoir properties and hydrocarbon potential. These will be shot in the sands or other possible reservoirs (2) Paly/Paleo Run a single shot survey at 500' intervals or every bit run, whichever is the shorter interval. This well is not to be intention- ally deviated (vertical hole). A well testing program within the objective intervals is planned, contingent upon the demonstrated need to test potentially productive hydrocarbon reservoirs. Data from electric logs, drilling characteris- tics, and hydrocarbon "shows" will be analyzed and evaluated to determine the necessity of testing. Should flow testing be warranted, the pro- gram will consist of isolating the test zone (s) with adequately cemented casing, selectively perforating the interval of interest, and flowing the formation fluids to surface through a string of test tubing. It is anticipated that up to three (3) flow tests may be conducted on this well. 10 Well Design Fire Island 1. General Design Considerations Offset well data and velocity analyses from seismic data indicate normal pressures from mud line to approximately 8000' ss. At this point formation pressures are expected to increase gradually to 11.5 ppg EMW at TD of 11,000'. This pressure increase is fairly small in magnitude and is not expected to cause any problems. (See Figure 1). The major difficulty expected is swelling clays and sloughing coal streaks, resulting in tight hole and sticking. Coal is expected intermittently throughout the well and sloughing will be controlled by keeping annular velocities in the laminar regime, (where practical), by additions of Soltex to the mud, and to a slight extent by increasing the mud weight. Swelling clays are expected throughout the objective formations. Changing to a KCL mud system at the top of the Tyonek formation is planned to control the sensitivity of these clays to fresh water and minimize the swelling. Other drilling related problems such as abnormal temperatures or Hydrogen Sulfide are not anticipated in this well. Although H2S is not anticipated, detection of such will be handled by the mud loggers and the rig contractor. Sensors will be placed at the shale shakers and bell nipple with audio and visual alarms. In addition a "mud duck" will be placed in the possum belly to detect gas entrained in the mud. 2. Casing Design Table 1 outlines the planned casing program for this well. The casing is designed to meet or exceed all conditions expected while drilling and testing and is based on the following design factors: a. Collapse: Based on pipe body collapse with a minimum design factor of 1.0. The effect of tens ion or compression on collapse strength is included; b. Burst: Based on pipe body internal yield with a minimum design factor of 1.1. For design purposes a worst case used for burst is a full gas column surface for casing set above 4000' and an adjusted .... ~,~ gas column (partial evacuation) for casing set below ......... ~ 4000'; 11 c. Tension: Based on pipe body yield strength with a minimum design factor 1.5 and joint (connection) yield strength with a minimum design factor of 1.8. Bouyancy due to running mud weight is considered. Due to availability, different weights and grades of pipe may be used, but in all cases will meet or exceed the properties of the pipe listed. Maximum anticipated surface pressures for each casing have been calculated. These calculations are based upon the estimated mud weights, pore pressures and fracture gradients appearing in Figure 1. Ail cementing will be done using a class "G" type cement with appropriate additives to control water loss, friction and setting time. Casing shoes will not be drilled out until a minimum compressive strength of 300 psi at bottom hole conditions has been attained according to the manufacturers cement strength tables. 3. Casing and Formation Leak-off Tests A casing pressure test will be conducted after each casing string has been cemented in place and prior to drilling out the casing shoe. Minimum test pressures for each string will be as follows: 20" Surface Casing - 1500 psi 13-3/8" Protective Casing - 1500 psi 9-5/8" Production Liner - 1500 psi The shoe joint(s) and float equipment will be drilled out after the casing has been successfully tested and approxi- mately 10 feet of new formation will be drilled below the casing shoe. With the mud properly balanced and conditioned the blowout preventer will be closed around the drill pipe and mud pumped slowly down hole at approximately 3/4 BPM. The pressure imposed downhole will serve to test the cement job around the casing shoe. If the cement job proves adequate, the test will continue. The pressure will be increased until leak-off occurs or the formation has been tested to a minimum gradient sufficient to insure adequate control of bottom hole pressures anticipated within the next interval to be drilled. .Anticipated fracture (leak-off) gradients are as follows: 20" Shoe @ 1660' RKB - 13 ppg EMW 13-3/8" Shoe @ 7460' RKB- 16.7 ppg EMW 12 4. Pressure Control Equipment After setting 30" conductor pipe, a 29-1/2" or 30" diverter system (with 29-1/2" or 30" nominal, 500 psi WP annular BOP) will be used while drilling 26" surface hole to 1660 feet. After setting 20" surface casing, an 18-3/4" or larger 3000 psi WP SRBA stack will be installed to provide necessary well control and bit clearance while drilling 17-1/2" hole to 7460'. After setting 13-3/8" protective casing, a 13-5/8" or larger 10000 psi WP RSRRA stack will be installed for well control while drilling 12-1/4" hole to 11160' TD. If the well is to be flow tested, a 9-5/8" liner will be run from 7160'-11160'. Each of the above systems is described below. a. Diverter System The diverter will consist of a 29-1/2" or 30" 500 psi annular preventer nippled up on a 29-1/2" or 30" 500 psi drilling spool. The drilling spool will be equipped with two (2) minimum 6" hydraulically operated ball valves. While drilling 26" surface hole, the well will not be shut-in, only diverted, if required. The diverter system will be function tested prior to drilling the 17-1/2" pilot hole and once each week thereafter. A schematic diagram of the diverter system is shown in Figure 2. b. BOP Stack b (1) 18-3/4" or 21" 3000 psi WP Stack An 18-3/4" or larger 3000 psi WP BOP stack of the SRBA configuration as shown in Figure 3 will be used while drilling 17-1/2" hole for 13-3/8" casing. The stack will be connected to the rigs 10000 psi WP choke manifold. An accumulator system of sufficient volume and pressure will be used to provide 1.5 times the necessary fluid to close all preventers while maintaining 200 psi above precharge pressure. A backup air-operated system will also be provided. b (2) 13-5/8" or larger 10000 psi WP Stack A 13-5/8" or larger 10000 psi WP BOP stack of the RSRBA configuration as shown in Figure 4 will be used for the remainder of the well. The stack will be connected to the same choke manifold and accumulator system as above. Note: The exact size and pressure rating of the BOPE will be known when the rig is contracted. In all cases the equipment will meet or exceed all pressure requirements. 13 c. Choke Manifold The choke manifold will be minimum two-inch with at least one (1) remote operated choke. d. Miscellaneous Equipment A minimum of one stand pipe valve, upper kelly valve, lower kelly valve, inside BOP and T1W valve will be provided. Casing and tubing heads will be 5000 psi WP 13-5/8" minimum. The starting head will be 20" 2000 psi WP. A kill line and choke line will be connected to all drilling spools and a fill-up line will be provided. In addition to the driller's BOP control console, at least one remote control station will be provided. e. Testing Ail pressure control equipment will be tested to it's rated working pressure or to the maximum surface pressure anticipated with the following exceptions: 1. Diverter System - Function test on nipple up and once each week thereafter. 2. Annular Preventers- Pressure test to 50% of rated pressure or maximum surface pressure, whichever is higher. BOP tests will be performed before drilling out casing shoes, following operations which require breaking a pressure seal, and once each week. 5. Drilling Vessel A suitable jack-up drilling rig with specifications similiar to the "Key Singapore", owned by Keydril Company, will be used to drill this well. A detailed description of equipments and characteristics of this vessel is attached as Appendix "B". 6. Geotechnical Program A site survey was conducted at the proposed location in late October-early November, 1983. Results of this survey (shallow seismic and coring) are attached as Appendix "A". The important considerations to come out of the survey are that; (1) no shallow hazards were detected in the area and (2) soil conditions are adequate for jack-up rig footing. 14 7. Discharges The discharge of drilled cuttings and small quantities of mud will be similiar in quality and quantity to typical platform rig operations of the Cook Inlet. Sewages will be treated by the rig's sewage treatment unit before discharge. And oil- water separator skimming tank will prevent the discharge of oily fluids. No hydrocarbons will be used in the mud system. All discharges will be in accordance with the National Pollutant Discharge Elimination System (NPDES) and applicable State of Alaska permits, which are currently being applied for. 8. Support Operations A. Base Facilities The main supply points for drilling materials, fuel and water will be the port of Anchorage and/or Rig Tenders Dock at Kenai. B. Transportation One seagoing type supply vessel will be used to transport drilling materials and supplies to the rig. A contract helicopter will transport personnel, foodstuffs and lightweight equipment between the rig and Anchorage airport. C. Communications Primary communications between the rig and Anchorage will be via microwave telephone. Workboat, helicop- ter, rig and shorebases will also be equipped with VHF radios. 15 l SiZE :<CLZ SiZ2 ~ 0 b-. -;~, :.~L;D W2. I · FfD GR. .[.t/~. >::L'. GR. ii .-':il:;. :.:.£.?. 'fo t tc~ Top Vt. LZfC?CPiiC, Lr Grade ?w-,o o 7F' 133 El.-::r ' ' p .:V-L'I. ,,.: E? Y=Teas:lc L.czi,/PiTe Yield S'..reas'_h C© .2__.1: .4 .n_, ' .0 ' .... "- .:-,."1:/:: : i ... ' ::.',':;-I . - "!' .'~,""; .. .al:;ur-':: ...... :::::::::::::::::::::::::::.. ., :: ~::-:, '"" :" :'la · '~-:'- ' ~:' ;"-: :>'-:: ~l::! ;~!.'::::,' Co!!a,nsc resistance in tenzicn = X (Collapse press'are rat!r~) Cal~ulatlzr. s: ~5'-) · TI ,. : + Dapth ( Pya Gr. AP (B,:u'y~'-,cy Fac tot) = 1.co- (o.oi53): '.-:=~ wt. z) .3 /, .3? No-/ e- SHALLOW HAZARDS SURVEY REPORT VICINITY OF FIRE ISLAND, COOK INLET, ALASKA BLOCK ADL 326104 SUBMITTED TO: ARCO Alaska, Inc. Anchorage, Alaska SUBMITTED BY: EG&G Environmental Consultants 2220 E. 88th Avenue Anchorage, Alaska 99507 December 16, 1983 TABLE OF CONTENTS ITEM __ TITLE PAGE I · INTRODUCTION II. III. IV. V ® SURVEY PROCEDURES AND FIELD OPERATIONS INSTRUMENTATION RECORDED RESULTS - INTERPRETED RESULTS 3 51 VI. CONCLUSIONS AND RECOMMENDATIONS APPENDICES APPENDIX A SURVEY SUMMARY AND NAVIGATION LOG APPENDIX B SAMPLE DATA FIGURES FIGURE TOWING DIAGRAM AND CABLE CONFIGURATION FIGURE 2 SURVEY LOCATION MAP ~$HALLOW HAZARDS SURVEY RE~RT VICINITY OF FIRE ISLAND, COOK INLET, ALASKA BLOCK ADL 32610~ I · INTRODUCTION At the request of ARCO Alaska, Inc., EG&G Environmental Consultants conducted a geohazards survey in Cook Inlet near the southwest tip of Fire Island. The survey area initially specified was a one square mile area but was later expanded to include an additional one square mile area to the east. Bathymetry, side scan sonar and high resolution boomer data were obtained. The survey objectives were to delineate any shallow hazards or constraints, geological or man-made, that might effect the future development of the block. Shallow hazards that may prove deleterious to drilling, piling, platform construction or pipeline laying fall generally into these catagories: A. Seafloor anomalies (reefs, outcrops, areas of instability or man-made objects). B. Surficial faulting. C. Shallow gas pockets. D. Surface or near-surface channeling or erosional features. E. Sediment and/or slope instabilities. It is the purpose of this report to describe the survey procedures, instrumentation, to analyze and interpret the recorded data, and to detail and position any of the foregoing hazardous anomalies. SURVEY PROCEDURES AND FIELD OPERATIONS The survey data were recorded using a 27 foot vessel provided by Besse, Epps, and Potts, based in Anchorage, Alaska. Survey recording began October 26, 1983 with fathometer, sub- bottom profiler and sidescan sonar deployed, and was completed November 6, 1983. Figure 1 presents the towing diagram and cable configuration· SIDESCAN SENSOR SUBBOTTOM PROFILER 8 ELEMENT HYDROPHONE VARIABLE TOW DISTANCE (25-40 FT. ) VARIABLE TOW DISTANCE (20- SS F'i:) I'~ . 'i FATHOMETER I I TRANSDUCE R'~~Ij ANTENNA SUBBOTTOM PROFILER SOUND SOURCE VARIABLE TOW DISTANCE (20- ;55 FT, ) TOWING DIAGRAM AND .CABLE CONFIGURATION FIGURE 1 The su...ey area, a one mile squa_ e centered in ARCO's block no. ADL 326014, was expanded on October 28, 1983 to include an additional one mile square to the east. This resulted in a survey area one mile north-south by two miles in an east-west direction (see Figure 2). The survey grid consisted of 13 east- west lines, approximately 3300 meters long, spaced 150 ~meters apart. The northern boundary was comprised of line number 1, covering the western one mile and line number 12 over the eastern one mile length. Line 41 provided the entire two mile southern boundary. Twelve north-south lines approximately 1800 meters long were spaced 300 meters apart. Line 36 was positioned over the west boundary and line 43 over the east. Also, three additional north-south lines about 1800 meters long were positioned near the center of the original one mile square. Line ? was positioned directly over the center and lines 5 and 9 were spaced 300 meters to the west and east respectively. This resulted in 150 meter'spacing for north-south lines 4 through 10. These additional lines were run prior.to a request by'ARCO to change north-south line spacing from 150 meters to 300 meters. Weather conditions during the recording period ranged from good to very poor and were responsible for several delays. The major survey interference was the very strong tidal currents which limited survey operations to periods of slack or near slack water. Appendix A presents a field log summary and tabulation of shot points by survey line number. III. INSTRUMENTATION A. Navigation Positioning services were provided by Besse, Epps and Potts, .2220 E. 88th Ave., Anchorage, Alaska. A Motorola Mini-Ranger IV system was utilized. Navigational fix positions were numbered consecutively, as encountered with fix number 1 beginning line 1 and number 1491 ending line 44, the last line run. The plotted fix interval was 250 feet. A trigger signal from the navigation system at each fix position initiated the event markers on the various recording instruments and these were annotated by the instrument operators° Records were fixed every 250 feet. B. Fathometer A Raytheon DE-?19B echo sounder with a 208 KHz transducer provided data relative to water depths within the survey area. The transducer was stern mounted one foot below the water line, less than 1 foot aft of the navigation antenna. ¢oo~. p R 0 p 0 S ED '~~iI~L-- -- Y-.-] WELL SITE - ~SURVEY AREA Pt. Woronz,~:~ Pt, /~' TI"~ Campbell.L. FIGURE 2 SURVEY LOCATION MAP Bo~om responses were recorde~ on preprinted 7 inch electrostatic paper with scale divisions of 1 foot. The 0 to 55 and 50 to 105 foot scales were utilized. C. Sub-Bottom Profiler An EG&G Model 230 UNIBOOM High Resolution Sub- bottom Profiling System, which includes the Model 230-1 UNIBOOM sound source, Model 234 energy source, Model 265 hydrophone, and Model 3700 band- pass filter was used to provide data relative to the bottom and shallow sub-bottom° Data were displayed in analog form on an EG&G Model 255, 8.5 inch electrostatic paper recorder. The system, was operated at a frequency range of 400 to 3500 Hz at 300 joules of power. D. Side'scan Sonar A KLEIN Model 520 Hydroscan System consisting of the Model 425-001A Sidescan Sonar Towfish and Model 521 dual channel recorder was used to provide an oblique view of the sea floor 100 meters either side of the towfish. The sensor emits 100 KHz signals from tranducers mounted on either side of the towfish with a horizontal beamwidth of 1° and vertical beamwidth 'of 40° tilted down lO°~from horizontal~ Sensor tow distances were measured from a sheave on the vessel back deck less than 1 foot aft of the navigation antenna. The transducer towfish was towed from 25 to 40 f.eet aft of the sheave. The returning signals were displayed on 11 inch recording paper at scale divisions of ~5 meters. RECORDED RESULTS Ao Positioning The Mini-Ranger IV is a fully automated system with an internal data processor. The data processor computed these range solutions for each fix and provided a hard copy listing of these post plot positions in Alaska State plane coordinates. B. Fa'~ ....ometer The data has been reduced to mean lower ~l.ow water (MLLW) by applying corretions based on N.O.A.A. tide predictions and tide observations during the survey. The results are good, with line intersections tying to better than 2 feet attesting the navigational accuracy. Figure B-1 in Appendix B presents a sample of the recorded fathometer data. There are no indications of surficial gas seeps on the fathometer record. C. Sub-Bottom Profiling Profiling results have been corrected for towing geometry, layback and water velocity of 4900 feet/sec., and tidal effects. The records exhibit very little penetration due to the hard materials exposed on the ocean floor. Only to the west, where up to 40 feet of sand and sedimentary materials are encountered and in the east and south central zones where up to 10 feet of softer materials overlay a very hard layer is there any penetration. Figure B-2 in Appendix B shows a portion of the high resolution boomer data for line 38. D. Sidescan Sonar The recorded results have been corrected for Layback and towing geometry. The records clearly exhibit the sand waves in the western position of the survey area and the boulders or rock outcrops existing in the eastern section of the project. Figure B-3 shows several boulders, approximately six feet high, recorded along .line 14. Figure in Appendix B shows a portion of line 28 which depicts an area of sand waves. V · INTERPRETED RESULTS A. Post Plot Locations - Plate I The base map is a computer plot of the post-plotted navigation data at a scale of 1" = 500'. The map is a plot of Alaska State Plane Coordinates, Zone 4, which are based on the trasverse Mercator Projections of the Clarke Spheroid of 1866. 6 B. Bat,,ymetry - Plate II Water depths reduced to mean lower low water vary from 12 to 68 feet. The major feature on the bathymetric map is a channel or trench system that trends in a north-south direction between lines 16 and 17 from the north boundary of the survey area, south to line 20. It then swings east and te~'minates at line 18. The trench is incised as much as 30 feet. The southeast corner of the survey area is relatively flat with an average depth of ~5 to 20 feet MLLW. The area through the central portion of the area appears to have a northeast-southwest orientation and is quite uneven, with a depth variation from 20 to 40 feet MLLW. Here, the bottom appears to be very hard and should readily support a gravity structure such as a jack-up drilling rig. The northwest corner of the survey area exhibits a very smooth surface of soft sedimentary materials that changes to sand and sand waves of 2-3 feet height to the northwest. The sea bottom dips from 40 feet to almost 70 feet MLLW in the northwest corner of the area. C. Sediment Horizon and Shallow Structure Contours Because of the extremely hard bottom and low power output of the high resolution boomer, it was impossible to obtain sub-bottom penetration sufficient for definition of Sedimentary layers. Deepest penetrations (to about 35-40 feet)were in the west and southwest portions of the survey area where the boomer data indicated regularly bedded sands/marine sediments. These layers extend from the surface to a depth of 35-40 feet at the extreme western edge of the survey area. Glacial deposits characterize the bottom in other regions of the survey area. D. Surficial and Sub-Bottom Hazards - Plate III Data from the side scan sonar records has been used to establish the trend of the valley or trench system in the northeast region and to detail outcrops and aretal features. No where on the records is there evidence of gas seeps or man-made objects that might be hazardous to developmental projects. VI. CONCLU~_ONS AND RECOMMENDATIONS The recorded data reveals no indication of ,surficial gas seeps or faulting. The valley system in the central northeast portion could be fault associated, but is more likely an erosional feature. Areas not recommended for developmental operations are: The valley system above. 2. The northwest corner of the survey area, where sand and sedimentary materials would provide a very unstable foundation for gravity structures (here there is a possibility of slope instability and the high inlet currents could have erosional effects at the platform leg-ocean floor contact). Near outcrops or pinnacles in the east central and northeast portion of the survey area. The steeper sloping areas on the northeast boundaries of the survey area. The recommended areas would be: The central south and southeast corner of the survey area. 2. The central area, west of the valley system and east of the sedimentary deposition, with due care for the bottom undulations. APPENDIX "A" Geotechnical Investigation FIRE ARCO ALASKA, INC. ISLAND GEOTECHNICAL PROGRAM UPPER COOK INLET, ALASKA Submitted by: McCLELL~AND-EBA, INC. ANCHORAGE, ALASKA McClelland-EBA, inc. CONTENTS Page SUMMARY .............................................. , . . . i INTRODU Proj Purp Repo CTION ect Description ................................... 1 oses of Study ..................................... 1 rt Format ......................................... 2 FIELD I Dril Samp Posi Wate NVESTIGATION ....................................... 3 ling Methods ...................................... 3 ling Methods ...................................... 4 ttoning ........................................... 4 r Depths and Current Velocities ................... 5 GEOLOGIC CONDITIONS ...................................... 6 Physiography .......................................... 6 Geologic Setting ...................................... 7 Structure and Seismicity .............................. 8 Site Conditions ....................................... 9 FIELD AND LABORATORY TESTING ............................ 10 SOIL PROPERTIES ......................................... 11 JACK-UP RI Scour P Curre Soil Spud Need Liqu G OPERATIONS otential ...................................... 13 nts and Scour in Upper Cook Inlet ............. 14 Susceptibility .................. ~ ............. 14 Can Characteristics ........................... 15 for Scour Protection ............................ 15 efactton Potential ............................... 16 JACK-UP RIG FOOTING PERFORMANCE Description of Rigs .................................. 16 Design Parameters .................................... 17 Expected Footing Penetration ......................... 18 CONDUCTOR Conduct Gener Site- Drivabt Axial P Metho Resul INSTALLATION CONSIDERATIONS or Installation al ............................................ 18 Specific ...................................... 19 lity Analysis ................................. 20 tle Load Analysis d of Analysis ................................. 21 ts of Analysis ................................ 22 CONCLUSIONS AND RECOMMENDATIONS ......................... 22 REFERENCES .............................................. 24 McClelland-EBA, inc. ILLUSTRATIONS Plate SITE LOCATION MAP ........................................ 1 SITE PLAN ................................................ 2 BOREHOLE LOG AND LABORATORY TEST RESULTS ............... 3 and 4 UNIFIED SOIL CLASSIFICATION CHART ........................ 5 OFFSHORE OPERATIONS ...................................... 6 AS-DRILLED LOCATIONS AND CONTROL SURVEY COORDINATES ...... 7 OBSERVED TIDES AND CURRENTS .............................. 8 CURRENT METER AND ECHO SOUNDER ........................... 9 REGIONAL GEOLOGY ........................................ 10 NUMBER OF TESTS ......................................... GRAIN SIZE PROFILE ...................................... 12 DESIGN PARAMETERS ....................................... 13 SCOUR POTENTIAL VS BOTTOM CURRENTS ...................... 14 LEG LOADS AND FOOTING DIMENSIONS KEY SINGAPORE ...................................... 15 GLOMAR MAIN PASS ................................... 16 ULTIMATE LEG LOAD VS TIP PENETRATION KEY SINGAPORE ...................................... 17 GLOMAR MAIN PASS ................................... 18 UNIT END BEARING ........................................ 19 UNIT SKIN FRICTION ...................................... 20 SOIL RESISTANCE TO 30-IN-DIAMETER 20-IN-DIAMETER DRIVING CURVES CONDUCTOR PIPE CONDUCTOR PIPE PILE ................. 21 PILE ................. 22 McClelland-EBA, inc. ULTIMATE PILE CAPACITY CURVES 30-IN-DIAMETER CONDUCTOR PIPE PILE ................. 23 20-IN-DIAMETER CONDUCTOR PIPE PILE ................. 24 APPENDIX A DAILY SUMMARY OF FIELD OPERATIONS APPENDIX B LABORATORY TESTING PROGRAM APPENDIX C ENGINEERING ANALYSES McClelland-EBA, inc. SUMMARY McClelland-EBA, Inc. recently conducted a geotechnical investigation for ARCO Alaska, Inc. in upper Cook Inlet, Alaska° The ~nvestigation consisted of drilling one so~l boring, to refusal at 88 ft and two soil borings to 20 ft penetration. At the site, low water depth measured during the investigation was 49.0 ft. Field and laboratory tests were performed on samples recovered from the borings. Engineering analyses were made from the field and laboratory results to develop recommendations for Jack-up rig operations and conductor installation° The seafloor topography of upper irregular with variations in micro-relief controlled primarily by seafloor currents. tIons at the site were relatively flat. consisted silty sand. Cook Inlet is quite as great as lO0 ft, The seafloor condi- The soil conditions of a very dense sandy gravel overlying a very dense Potential for seafloor scour due to storm and non-storm related currents is moderate In the dense soils at the jack-up site. Scour must be considered in design of any bottom-seated exploration structure. Liquefaction potential of the seafloor sediments is not expected to be a problem for the brief duration of exploration activities. However, liquefaction evaluated for permanent structures. In addition, it noted that ARCO's proposed site ~s located in an area risk and we recommend a seismicity study for tures. should be should be of seismic permanent struc- The upper 15 ft, consisting of very dense gravelly and silty sands, will probably be the critical zone for Jack-up rig operations. We anticipate minimal rig footing penetrations in the very dense soils. An ~mportant factor effecting Jack-up rig operations in upper Cook Inlet is scour. A rig should be selected to achieve the deepest penetration possible to reduce McClelland-EBA, inc. the effects of scour on prudent to provide scour sandbags. footing performance. protection such as It would be placement of Axial load capacity information has been developed for 20-in and 30-in d~ameter pipes for use as conductorse Soil curves have also been presented. A hammer of around 80,000 fi-lbs/stroke should be the conductors to 70-ft penetration° beyond 70-ft penetration should 'be monitored counts should not exceed 200 blows/ft to conductor tip. resistance to driving wi th a rated energy sufficient to drive However, driving carefully and blow avoid damage to the McClelland-EBA, inc. Page 1 INTRODUCTION Project Description ARCO Alaska is planning to drill an exploratory well near Fire Island in upper Cook Inlet, Alaska with a mobile jack-bp rig. McClelland-EBA, Inc. conducted a geotechnical site in- vestigation at ARCO's proposed well location in upper Cook Inlet to determine soil and foundation conditons relevant to jack-up operations. The investigation consisted of one soil boring to refusal (88-ft penetration), two additional borings to 20 ft., and current and water depth measurements. A site location map and site plan are presented on Plates 1 and 2. Purposes of Stud~ The purposes of this study were as follows: 1) To obtain geotechnical information to assess the adequacy of sea floor conditons for jack-up rig operations, and, 2) To estimate the soil resistance to driving and axial load capacity for the conductor pipes and provide recommendations for conductor installation° To accomplish these purposes, this study was conducted in the following phases: 1) Geologic setting of the project was examined and soil borings were drilled at the proposed well site to explore soil stratigraphy and to obtain soil samples for labora.tory tests, 2) Field and laboratory tests were performed to determine pertinent index and engineering properties of the foundation materials, and, 3) An engineering review of all field and laboratory data was conducted to develop conclusions and recommendations concerning jack-up rig operations and conductor pile McClelland-EBA, inc. Page 2 installation at the site. McClelland-EBA, Inc. performed these services in a manner consistent with that level of skill ordinarily excercised by members of the profession currently practicing under simlliar conditions. No warranty, expressed or implied, is made. This report ts intended for use only in accordance with the purposes of ,t'he study described above. During our services we have consulted with Mro D.M. Stone of ARCO Alaska. Report' Format The initial sections of this report contain descriptions of the field and laboratory phases of this study, followed by a generalized description of area geology, seismictty and soil stratigraphy. Detailed descriptions of soil properties are also included, along with parameters selected for design° Evalua- tions of jack-up rig performance are presented together with conductor installation considerations. Boring logs, illustra- tions of pertinent soil characteristics and design data are presented in the Illustrations section following the text. A summary of field operations is presented in Appendix Ao Details of the laboratory testing program and all laboratory test data are presented in Appendix B. Details of the engineering analyses are described in Appendix C. References cited in the text are also included at the end of the report text. McClelland-EBA, inc. Page 3 FIELD INVESTIGATION McClelland-EBA, Inc. drilled three (3) offshore soil borings, two borings to 20 ft and one boring to refusal at 88 ft, at the Fire Island well site in Upper Cook Inlet. The soil borings have been combined, and a composite stratigraphy called Boring 1 is presented on Plates 3 and 4. The Unified Soil Classification System was used to classify the samples and is presented in chart form on Plate 5. The drilling was accomplis- hed by using a track mounted AP 1000 Hammer (Becker) drill onboard a 140 x 40 ft shallow draft barge, Plate 6. The field investigation began on November 11, 1983, and was completed on November 15, 1983. An operational summary h'as been presented in Appendix A. The shore base for this operation was the McClelland-EBA, Inc. office in Anchorage, Alaska. Radio commun- ication was maintained during the entire field ~nvestigation. Personnel involved in the drilling and sampling operations included, an engineering geologist, a soil technician, drilling supervisor, a driller, and two drillers helpers (roughnecks). Drilling Methods Drilling services were provided by Denalt Drilling of Anchorage, Alaska. The borings were drilled with an AP 1000 Hammer (Becker) Drill through a 48-in moonpool ~n the center of P~ckworth and Associates barge, the Tongass 100. The initial two borings were attempted by using reverse circulatt~on of air and water. This technique met with difficulties due to sloug- hing and heaving of the sands encountered in the upper 20 ft and both borings were terminated at 20 ft. Rotary wash techniques were then employed to advance the third boring to refusal at 88 ft. The 5-1/2 inch OD hammer pipe was used as a casing for the rotary wash operation and was advanced by a Linkbelt 180 Speeder diesel hammer rated at 8,100 ft-lbs/blow. Blow counts have been presented on the boring log, Plates 3 and 4o McClelland-EBA, inc. Page 4 Sampling Methods Soil samples were generally obtained in a semi-continuous manner to 20 ft and then at strata changes to the final depth. In granular material, sampling was accomplished by alternating a standard 2.0-In OD, 1.4-in ID split spoon (SPT) driven by a 140 lb safety hammer and a 3.0-in OD, 2.43-In ID split 'spoon driven by a 340 lb safety hammer. The split spoon samples were advanced by free falling the safety hammers approximately 30-in. The blows required to advance the samples 12 inches were recorded and are presented on the boring log. Positioning P'osttioning services were provided by Besse, Epps and Potts of Anchorage, Alaska. The positioning was accomplished by using a Motorola Mini Ranger Mark III. This system is configured in the 40 nautical mile range~ mode wLth multi-user 16 code capabil- ities and an accuracy of +2 meters. The equipment used con- sisted of a range console mounted in the tug Alaska II and three remote reference stations. The primary site location was provided by ARCO in their letter to McClelland-EBA dated November I0, 1983. The location was presented as 1150' FWL and 1300' FSL, Sec. 29, T12N, R6W, SM, Cook Inlet. The borehole location was pre-plotted from the coordinates provided by ARCO and ranges computed from estab- lished geodetic benchmarks. The site location was established in the field by triangulation between the remote reference stations placed at the above mentioned benchmarks. As-drilled coordinates of the borings and coordinates of the benchmarks are presented on Plate 7. The positioning of the barge was accomplished at the boring site by dropping a marker buoy. The barge was then anchored using a six-point anchor spread set by the tug, Pacific Wind. The barge was adjusted on to location by using the anchor winches. The six 5000 lb anchors were necessary to hold the McClelland-EBA, inc. Page 5 barge on position in the strong currents of the upper Cook Inlet. Water Depths and Current Velocities Water depths were carefully measured prior to and during the soil boring. The water depth was measured by the following methods: 1) A Raytheon echo-sounder producing a continuous strip chart record of the water depths during the drilling .operations. 2) Length of drill pipe required to touch the seafloor from the deck. This depth at low water slack was noted and changes in pipe length were recorded during subsequent tidal variations. Low water slack time was noted when bottom current velocities held steady between 0.0 and 0.5 knots and coincided with published low water time. The sample depths could then be accurately determined. This task was simpl~fied as the Becker hammer pLpe remained in contact with the bottom of the borehole and was only pulled back at completion of the drilling. Water depths were recorded continuously during the drilling program. Low water depth measured during the drilling opera- tions was 49 ft. Mean lower Iow water (MLLW) depths reported by EG & G in their geophysical program ranged from 45.0 ft to 50.0 ft in the study area around the well site. Tide and current velocity data obtained during the geotechnical investigation are presented on Plate 8. During our site investigation bottom current velocities were monitored. The current velocities were measured by using a Oceanic Model 2035 current meter. The current meter was placed 10 ft off the bottom to avoid the ~nfluence of possible bottom undulations. To compensate for tide changes a double anchor McClelland-EBA, inc. Page 6 weight system was used, Plate 9. Bottom current velocities ranged between 0.5 and 2.3 knots during our investigat~on. GEOLOGIC CONDITIONS This section is intended only as a generalized background discussion of the geologic conditions of Cook Inlet. However~ McClelland-EBA is capable of performing a geologic synthesis of the area if requested by ARCO Alaska. The information presented here was developed from our understanding of the area conditions and from ~review of available literature. Physiography Cook Inlet and its extensions, Turnagain Arm and Knik Arm, form a major marine reentrant of the South Central Alaska coast line. Cook Inlet is a 190 mile long basin, a topographical expression of a structual trough bounded by mountain ranges, The Cook Inlet region can be subdivided into four gross natural subunits: 1) lower Cook Inlet; 2) upper Cook Inlet; North of Kalgin Island at the confluence of the Susitna rivers and Knik and Turnagatn Arms; 3) Knik Arm; 4) Turnagatn Arm. ARCO's proposed drilling site is located in Upper Cook Inlet. Mean lower low water (MLLW) depths range from 0 ft in upper Cook Inlet, Turnagain and Knik Arm to approximately 300.0 ft in lower Cook Inlet. Cook Inlet experiences tide variations as great as 45 ft. The large tidal variances result in strong cur- rents in Cook Inlet with observed surface velocities ranging from 6.0 knots to 8.5 knots and bottom velocities from 0.5 knots to 2.5 knots in. the Inlet (Bouma, et al, 1978). The seafloor of Cook Inlet is quite irregular. This is primarily due to high current velocities and geologic origin. Irregularttes such as sand waves, boulders, scour, trenches, and other current features exhibit changes of local relief in excess of 100 ft. Sand waves are a prominent feature in Lower and McClelland-EBA, inc. Page 7 · . upper Cook Inlet. The heights of sand waves have been observed to range from 2 ft to an excess of 50 ft (Mahmood, et.al, 1981; Bouma et.al, 1978) with lengths ranging from 20 ft to over 1000 ft. In addition to sand waves , boulders are present on the sea floor in Cook Inlet due to extensive glaciation of the area. Boulders have been mapped at Nikiski, Boulder Point, Point Possession, Beluga, and Knik. Some of the erratics are in excess of 50 ft in diameter. In addition, sea floor irregular- ities from strong current velocities are also present in Cook Inlet. A trench was observed in Section 28 during the EG & G geophysical investigation. However scour and other current related bottom features are primarily dependent on the density of the seafloor soils. In upper Cook Inlet, ice gouges have also been observed from side scan sonar records. Geologic Setting The Cook Inlet is underlain by a sequence of thick sedi- mentary rocks of Tertiary age and older. The structure is overlain by unconsolidated deposits of Pleistocene and Holocene age. Upper Cook Inlet underwent extensive glaciation during the Pleistocene epoch. The most recent advance, the Naptowne, occurred 14,000 years ago (Karlstrom, 1964, p.56). Glacial advances of the Eklutna, Knik and Naptowne glaciers have been mapped throughout the Upper Cook Inlet by Miller and Dobrovolny (1957). The Eklutna glaciation of Pre-Wisconsin time was the most extensive through Cook Inlet. The sediments con- sist of varying percentages of clay, silt, medium to coarse grained sands and gravel with boulders and cobbles. The Knik advance to Pre- to Early-Wisconsin, was at least to or perhaps slightly beyond F~re Island, Point Campbell, and Point Possession (Karlstrom 1964). According to Karlstrom's interpre- tation, during the Knik glacial retreat and the Naptowne ad- vance; the extent of the Naptowne glaciation was approximately to Point Woronzof, Point Campbell, and Point Possession. A pro- glacial lake was formed between the two glaciers, Plate 10. The McClelland-EBA, inc. Page 8 sediments deposited are considered to be of glacto-fluvial origin (outwash sand and fine gravels). These sediments have been reworked and overconsolidated by Post-Wisconsin Alaskan glaciation, Tustumena and Tunnel advances. Structure and Selsmicity The geologic structure of the Cook Inlet area 'is highly comp.lex. The rocks of the region record a history of repeated geosynclinal sedimentation, deformation and intrusion beginning in Paleozotc time and extending through the Tertiary (Foster and Karlstrom, 1967). The major topographic elements of the area were established by the end of the Tertiary period. The subse- quent 'geologic history has .consisted primarily of erosion and modification of the mountainous areas during repeated glacial advances and partial filling of lowland areas with glacial drift and associated deposits (Karlstrom, 1964). Offsets of onshore surficlal deposits and changes of seafloor relief in the Inlet along existing faults in the bedrock, indicate continuing sporadic tectonism in the region through the Quaternary and to the present. In the Upper Cook Inlet area it was primarily the thick unconsolidated deposits of Quaternary age that failed by fissuring, slumping and subsidence during the 1964 Alaskan earthquake. Seismictty is generally defined as the degree of risk of seismic activity as ~ndicated by geologic record (faulting) and frequency of earthquakes in a specified area or region. Southern Alaska inclusive of the Aleutian Island Chain and Cook Inlet is within the circum Pacific belt of seismic and volcanic activity. This geologic region has experienced earthquakes with magnitudes to 8.5 on the Richter scale and is considered an active area of tecton~sm. A detailed setsm~city study was not defined in our scope of services. McClelland-EBA, Inc. is capable and will perform a seismicity analysis of the region ~f requested by ARCO Alaska. McClelland-EBA, inc. Page 9 We recommend such a study be performed if permanent structures are planned. In view of the jack-up siting, the risk for seismically induced ground failure is low to moderate due to the very dense seafloor sediments. Due to the short duration of the Jack-up drilling operations, the potential for earthquake in~ duced effects on jack-up foundations would not be a significant consideration. However, it should be noted that the site is in an area of seismic risk and that ARCO Alaska will be assuming some risk. Site Conditions Soil conditions at the site consist primarily of a medium grained sand with gravel overlying a very dense glacial till. The s~te stratigraphy is summarized below and is presented on Plate 12. Depth (ft) Soil Description Geologic Interpretation 0.0 to 68.0 0.0 to 15.0 Sand - fine to medium grained silty, gravelly very dense, with occasional shell fragments, wood. Reworked Pleistocene sediments (Bootlegger cove clay and Naptowne outwash)o Holocene deposition. 15.0 to 68.0 Sand - well graded, occasional fine gravels, silty, very dense. Glaciofluvial outwash from Knik glacial re- treat. 68.0 to 88.0 Sand - gravelly with cobbles and boulders, si'lty, very dense. Till of Eklutna glaciation. Samples collected in the upper 10 ft contained shell fragments and McCielland-EBA, inc. Page 10 wood fiber, stained sand t i 1 1 . These deposition. approximately Coal (lignite) chips and organic particles and brown wera present to 68 ft, the interface of the glacial sediment characteristics are indicative of Kntk The seafloor soils are very dense with blow counts 30 blows per foot in the upper 5 ft. Seafloor sub- merged pcf in the till. lidated by Alaskan ces. Shallow gas tion. FIELD AND LABORATORY TESTING unit weights range from 73 pcf to 78 pcf increasing to 93 The sediments appear to have been' overconso- glaciation of the Tunnel and Tustemena advan- was not encountered during our site Investiga- Tl~e field and laborato-ry testing evaluate the pertinent strength and foundation materials. during the testing. The and plastic bags to Anchorage laboratory. by our engineering Class~fication program was designed to ~ndex properties of the Granular soil conditions encountered field program necessitated standard penetration recovered samples were sealed in brass tube liners prevent moisture loss and returned to our All samples were classified in the field geologist according to the Unified Soil System presented on Plate 5~. A comprehensive program of index and strength performed in our laboratory. The testing included: testing was . moisture content , sieve analysis . percent passing #200 . hydrometer . specific gravity . density · maximum and minimum · consolidated-drained (reconstituted) sieve density trtaxial compression A summary of laboratory tests performed is presented on Plate McClelland-EBA, inc. Page 11 11. Brief descriptions of the laboratory test procedures as well as all laboratory test results are given in Appendix B. SOIL PROPERTIES As discussed previously, the soils encountered at the Jack-up site are granular glacio-outwash sediments. The soil grains are predominately sand-sized, with varying amounts of subrounded to rounded gravels and silt-clay sized particles. The. granular soils are present throughout the boring. A profile depicting distribution of grain sizes with depths is presented on Plate 12. It can be seen that the silty and gravelly sand extends through the upper 10 ft to 15 ft, the zone most critical for jack-up rig operations. Results of the index testing have been summarized and presented in Appendix B. The soils encountered were very dense with submerged unit weights ranging from 73 pcf near the surface to 93 pcf at depth. Soil unit weights increase with depth as moisture contents decrease. This increase in density was also observed in the driving rate of the Becker diesel hammer. Maximum and minimum dry densities measured on a representative sample in the laboratory were 132 and 106 lbs per cu ft. The in-place relative density (Dr) of a shallow brass liner sample from 7-ft penetration was computed to be 83 percent, based on a measured dry density of 127 pcf. This value was considered a lower bound. Specific gravity tests were performed on the sand fraction, resulting in values ranging from 2.72 to 2.74, typical values for quartz and feldspathtc sediment mineralogy. To investigate the stress-strain strength characteristics of the critical surficial soils, three reconstituted consolidated-drained trlaxtal compression tests (TXCD) were performed. These tests were performed on representative samples from the surfictal (0 to 15 ft) zone, with specimen relative McClelland-EBA, inc. Page 12 densities (Dr) of approximately 90 percent. Results of the TXCD testing, deviator stress vs. axial strain curves and Mohr's diagram, are presented in Appendix B. Results from the TXCD testing show an effective angle of internal friction of 50°. The effecti~ve angle of internal friction for the surficial soils can also be determined by the relationship between pene- tration resistance (N) and the relative density (Dr) of a cohes- ionless soil (Peck, et al, 1974; Meyerhof 1956). The Standard Penetration Test (SPT) is defined as the number of blows required to advance a 1.4 inch I.D. split barrel sampler twelve inches with a 140 lb hammer free falling 30-incheso The SPT blow counts (N-value) obtained were approximately 30 blows per foot in the upper 10 ft, and in excess of 100 blows per foot \ below 10 ft. The SPT results are presented on the boring logs, Plates 3 and 4. Soil conditions in the surficial zone being a relatively homogeneous dense sand with a conservative N value of 50 and a relative density of at least 80 percent, angles of internal friction are probably greater than 40°, as shown below in the table of typical relationships for dense and very dense sands (Wtnterkorn and Fang, 1975). Type of Soil Penetration Resistance N (Blows/Ft) Relative Density Dr Angle of Internal Friction Peck (1974) Meyerhof (1956) Dense sand 30-50 0.6-0.8 36-41 40-45 Very dense sand >50 >0.8 >41 >45 For purposes of predicting jack-up rig footing penetration, we selected friction angles of 35° 0° and 4 to develop lower and upper bound leg penetration curves. These angles were selected to reflect the densities and fines content observed in the McClelland-EBA, inc. Page 13 shallow sedlments. ever, found to be tion angle in dense Rig footing penetration values were, how- relatively insensitive to selection of fric- sands. Design parameters used for jack-up necessarily the same parameters appropriate for other foundation types. Parameters selected for axial pile capacity and soil resistance to driving are oresented on Plate 13. analyses are not analyses of use in the comput a't ions JACK-UP RIG OPERATIONS Scour ?otenttal Scour around jack-up related currents will be upper Cook Inlet. Flow scour in flumes and grain size by using al 1972). Introduction jack-up footings modifies shoe vortex that usually rig footings due to tide and storm an important factor for operations in velocities needed for initiation of streams can be related to soil cohesion and Hjulstrom's and Shield's diagrams (Blatt, et of objects such as bridge piers or the flow regime and creates a horse- intensifies scour. Analyses and mo'del in the and Able, 1973; Chow and studies would be justified Cook Inlet, but the scour rigs can be evaluated by studies for literature (Shen, et al, 1969; Herbitch, 1978). Site specific for permanent Installat~ons in potential for examining the several structures have been reported Wilson model upper tempo'rary exploration following three items: . observations of current velocities and scour features the area . nature of sea floor soils at the specific site, . spud can characteristics in For evaluating scour potential at the site, these factors are addressed in the following papagraphs. McClelland-EBA, inc. Page 14 Currents and Scour in Upper Cook Inlet. Current velocities in upper Cook Inlet observed by McClelland-EBA, Inc. during our site investigation ranged from 0.5 to 2.3 knots, 10.0 feet off the seabed, Plate 14. A correlation between the mean velocities required to erode seafloor sediments and observed bottom current velocities is also presented om this Plate, showing that the measured current velocities are definitely capable of causing scour. The current readings were taken during a period of tidal hold-overs ranging from 8.0 to 10.5 ft. Current velocities would tend to increase as hold-overs decrease. A reliable long term study of currents in upper Cook Inlet should be made before permanent installations are established. Bouma, et al (!978), and Mahmood, et al (1981) have pre- sented and discussed sand waves and sediment movement for lower Cook Inlet. The EG & G data acquired for 'ARCO indicate sand waves in the northwest corner of the Sect. 29 and a very hard bottom without sand waves near the proposed well location. Soil Susceptibility. The seafloor soll at the jack-up site is classified as a dense sandy gravel overlying a dense gravelly silty sand. Four further characteristics of the sea floor soils were examined to determine susceptibility to scour: . Density as measured by blow counts . Percentage of clay-size particles (binder that may inhibit scour) · Percentage of fine sand-size grains (cohesionless fraction that may contribute to scour) . Percentage of surface gravel (the heavier the material, the more resistant to scour) At the site, the above mentioned factors were averaged at the seabed to a penetration of 10 ft. The site is rated moder- ately susceptible to scour. McClelland-EBA, inc. Page 15 Spud Can Characteristics. using footings with large leg cross-section of designed for high bearing loads) that will penetrate the footing is below the this is tried jetting to possible scour reduced by (small areas the widest depth of scour. As some operators have and thus mitigate attempted should be but additional penetration moved, as the seaf!oor soils Potential for scour can be pressure such that potential often not possible in dense soils, achieve greater Penetration effects. If jetting is is not achieved, the rig have been disturbed. The shape of response to scour footings is usually thus a part of the scour aid in the spud can also influences the footing's as the footing penetration for conical greater t. han the penetration for flat cans, load bearing surface is below the depth of influence. Conical footings with a sharp tip also greatly "keying" into hard surfaces. Need for Scour Protection scour The following summarizes the various factors influencing potential: The seafloor soils at susceptibility to scour. ARCO's site have a moderate McClelland-EBA, Inco floor velocities at present at other Current measurements obtained by during drilling indicated maximum sea 2.3 knots. Higher currents may be times. Unpublished instances of scour near pipelines and platforms generally known. Observations by divers at specific sites in during drilling, construction, or have revealed scour as may be known to personnel within ARCO Alaska. and sediment transport in lower Cook Inlet are Cook Inlet maintenance work experienced In v~ew of the above, the following conclusions are drawn: McClelland-EBA, inc. Page 16 · A jack-up with conical spud cans should be selected. · Placement of sandbags or other scour resistant materials should be undertaken upon completion of jacking up. Liquefaction Potential Because of the generally flat (EG & G; Geophysical survey 1983) local topography around the proposed well location and the very dense state of the seafloor soils, the occurrence of large-scale slope instability and mass movement as a result of either wave-induced or seismically-induced liquefaction does not appear to be of significant concern. However, if an earthquake causes significant ground shaking at the site during drilling operations, localized liquefaction under jack-up rig footings may result in a temporary loss of support and differential settlements. For long term permanent structures, potential for liquefaction should be studied and considered in design. JACK-UP RIG FOOTING PERFORMANCE Description of Rigs We understand that ARCO is considering three different jack-up rigs. All three r~gs are self-elevating with three independent legs. Each leg consists of a square or triangular structural truss connected to spud cans of varying geometries. The rig types and specific rigs selected by ARCO are presented below: Rig Type Specific Rig Name Marathon LeTourneau 116-C Key Singapore Friede & Goldman L-780 Mod II Glomar Main Pass Marathon LeTourneau 116-C Rowan Middletown The spud cans of the "Key Singapore" are conLcal, and the diameter of an inscribed circle at the widest cross-section is about 43 ft, Plate 15. The tip of the can extends about 10.5 ft McClelland-EBA, inc. Page 17 below the widest cross-section. We understand that the "Key Singapore" has a maximum leg load under I00 per cent preload of 10,600 kips. The "Glomar Main Pass" also has conical spud cans, with an equivalent widest cross-section of 38.4 ft, Plate 1~6. The tip of the can extends about 9.3 ft below the widest cross section. This rig as we understand has a leg load of 8,235 kips under 100 percent maximum preload. The °'Rowan Middletown" spud can plans and details are not available to us at this writing. However, we understand that it is similar in size and load to the "Key Singapore"° If a review of plans and other details confirms this statement, the curves presented for "Key Singapore" can also be used for the "Rowan Middletown". Design Parameters The soil parameters used in our analyses to predict rig footing penetration at the jack-up site were developed from field and laboratory results, as discussed previously. Soil parameters used for jack-up rig analyses for the zone of interest are summarized below. Depth (ft) Stratum From To 9' 7' Very Dense Sand 0 15 upper bound 40° 65 pcf lower bound 35° where: effective angle of internal friction submer'ged unit weight Submerged unit weight values were chosen conservatively and have very little impact on the analyses. McCI¢Iland-EBA, inc. Page 18 Expected Footing Penetration , We expect very low footing penetrations at the proposed well site in upper Cook Inlet. Using a conservative effective angle of intern~l~ friction of about 35° to 40°, tip penetrations below sea floor are computed to be about 5.5 ft for both rigs. Results of our rig footing analyses for the two rigs, "Key Singapore" and "Glomar Main Pass", are presented on Plates 17 and 18 as curves of ultimate leg load vs footing tip penetra- tion below seafloor. The method of analysis used is presented in Appendix C. CONDUCTOR INSTALLATION CONSIDERATIONS Conductor Installation General. The most economical conductor installation procedure is by driving alone without resorting to supplemental procedures. The computed ultimate capacities of driven pipe piles are based on the assumption that the conductor pipes will' be driven to the desired penetration without supplemental drilling or jetting. However, unfavorable soil conditions and driving equipment problems can prevent conductors from being driven to the desired penetrations. When techniques other than driving are used to aid installation, conditions assumed in computations based on driving alone may not be met, and computed capacities must frequently be adjusted to fit actual installa- tion conditions as nearly as possible. Supplemental pile ins- tallation procedures that may be used under various circum- stances, including the possible effects that the procedures may have on pile capacity, have been presented by Sullivan and Ehlers (1972). Application of these or other procedures to aid ordinary driving requires field decisions that take into account many factors beyond the scope of this report. It is appropriate to emphasize, however, that supplementary procedures should be chosen and applied under close engineering supervision, consid- McClelland-EBA, inc. Page 19 ering not only construction expediency but also design adequacy. Site-Specific. Recommendations are made here concerning site-specific conductor installation at the study Site. Conductor pipe driving will be difficult in the very dense granular soils encountered. We understand that ARCO wishes to drive a conductor pipe as deep as 160 ft so that a seal will be formed to prevent sand sloughing. To aid in estimating the penetration that can be achieved, soil resistance to driving curves for both 30 and 20 in piles have been developed for the site and are presented on Plates 21 and 22. The maximum soil resistance to be overcome to drive a 30-in pile to 88 ft pene- trati0n is about 2400 kips, -while the maximum soil resistance at 88 ft for a 20-In pile is about 1200 kips. The soil resistance to driving curves were developed for both lower bound coring and upper bound plugged cases. The method of analysis used for these computations was similar to that used to develop the axial load capacity curves (see Appendix C), except that the lower bound coring case includes end bearing on the rim area of the pipe and the upper bound plugged case includes end bearing on the gross end area of the pipe. Due to the very dense nature of the seafloor soils and the many unknowns associated with estimating so~l resistance to driving, it is diff~cu]t to predict accurately the actual depth to which conductors can be driven without performing wave equation analyses. However, observations of the Becker diesel hammer performance during the soil boring show a dramatic increase in blow counts by nearly an order of magnitude below about 70 ft penetration. As can be seen on Plates 21 and 22, the soil resistance to driving curves reflect this change with a sharp increase near 70 ft. Conductor pipes can probably be driven to at least 70 ft with a standard pile driving hammer with a rated energy of about 80,000 ft-lbs, assuming adequate hammer efficiencies are maintained. At approximately 70 ft, a strata change is encountered and we believe that pipe penetra- McClelland-EBA, inc. Page 20 tIon to 70 ft would prevent sloughing and heaving. Driving from 70 ft to 88 ft should be monitored and additional driving beyond 88 ft may cause extensive damage to the conductor pipe due to the occurrence of cobbles and boulders in the underlying till. We would certainly recommend keeping the soil plug inside the pile washed out to alleviate plugged conditions and greatly decrease soil resistance to driving. The use of a driving shoe at the conductor pipe tip is recommended to prevent damage from hard driving in these strong formations. The inside clearance provided by the driving shoe also acts to reduce skin friction on the inside of the pipe and may delay plugging by reducing lateral stresses developed in the soil plug. A typical driving shoe may be 5 ft long with a wall thickness 0.5 to 1.0-in greater than pipe wall thickness and the same outside diameter as the pipe. At the lower level of the shoe, the inner and outer pile walls taper slightly toward the bottom, leaving a flat width of 0.5 inches. Drivabtl~ty Analysis A pile drivability study consists of three parts. First, the resistance to driving is estimated from soil properties at the site, as has been done for thLs study. Second, the driving resistance that can be overcome by a particular hammer-pile-soil system is computed from a wave equation analysis. Third~ these results are compared and an assessment of pile drivability is made taking into consideration judgment and past experience. A pile drivability study for the Fire Island site could include a htndcast study of the Becket diesel hammer performance while driving the 5..0-in OD pipe. The hindcast study would provide insight into soil behavior during driving to increase the accuracy of the conductor drtvability study. The driving records of piles at a particular site often show considerable scatter because of variation ~n soil condi- t~ons, hammer performance, and cushion properties. Additional McClelland-EBA, inc. Page 2i factors affecting drivability are "set-up" time during inter- rupttons in driving and plug behavior. For these reasons, drivabiltty studies should be used to predict a range in blow counts. Effects on drivability due to variations of hammer efficiency, cushion properties, minimum wall thickness, percent tip resistance, soil quake, and soil damping may be investigated using a wave equation computer program.. We-have the capability to evaluate drivability and will be available to perform the analysis as follow-on work when hammer-pile parameters have been determined. We recommend that conductor installation be reviewed on-site by experienced personnel. At every available oppor- tunity, the position of the soil plug should be measured and recorded. We also recommend that continuous, detailed and accurate records be kept of the hammer operation. In addition, we recommend that for a hammer with an energy rating of 80,000 ft-lbs/stroke driving a 30 in diameter, 1-in wall pipe, a maximum blow count criterion of 200 blows/ft be exceeded only with caution, as damage to the conductor tip may occur. As large cobbles and boulders can be expected below 70 ft penetration, driving success beyond that may depend on whether a large boulder is encountered. It is possible that a conductor pipe can be driven to the target depth of 160 ft if only small cobbles are encountered. Careful monitoring of the blow counts below 70-ft penetration will help alert the operator to the presence of a large and potentially damaging boulder. Axial Pile Load Analysis Method of Analysis. Computation of the ultimate axial capacity of 30-in and 20-tn-diameter conductor piles was accomplished using the static method of analysis. In this case, the API RP 2A (January 1982) Method was used. In the static, method, the ultimate compressive capacity for a given penetra- tion is taken as the sum of skin friction on the Pile wall and McClelland-EBA, inc. Page 22 end bearing on the pile tip. End bearing is neglected when computing the ultimate compressive capacity of conductor piles. The end bearing component in the equation is also neglected when computing ultimate tensile capacity. Unit skin friction and unit end bearing data are presented on Plates 19 and 20. Procedures for development of unit skin friction data and unit end bearing data by the API Method are presented in Appendix C. Results of Analysis. The unit skin friction data (Plate 19) were used to compute ultimate compressive and tensile axial pile capacity curves for 30 and 20-tn-diameter driven conductor pipe piles. These curves are presented on Plates 23 and 24. As discussed previously, the compression curves do not include a contribution from end bearing for the conductor piles. The 30-in pile would have an ultimate compressive capacity of 890 kips if driven to 88-ft while the 20-in pile would have a capacity of 593 kips at 88-ft penetration. CONCLUSIONS AND RECOMMENDATIONS Based on field observations during drilling operations, results of laboratory tests, and engineering review of all pertinent data, we have developed the following recommendations and conclusions: 1) Scour from seafloor currents will be an important design factor for jack-up rig operations in upper Cook Inlet. Jack-up rig types should be selected to maximize the footing penetration to help reduce the effects of scour. Sand bagging around the rig footings is recommended after Jacking is completed. 2) Liquefaction of the seafloor sediments is not expected to be a problem for the proposed brief duration of exploration activities. Additionally, the dense nature of the seafloor sediments (gravelly sand) reduces the potential for liquefaction. The well location in upper McClelland-EBA, inc. Page 23 3) ~) 5) Cook Inlet ts in an area activity with earthquakes Therefore, it should be area of seismic risk. Large footing penetrations are proposed well site. Footing approximately 5.5 ft at the site for selected by ARCO. In driving the conductor pipe, blow monitored and a maximum of 200 blows hammer rated at diameter 1-In refusal to h~ving a history of tectonic of as much as 8.5 magnitude. noted that the site is in an not .expected at ARCO's penetrations should be the jack-up rigs counts should be per foot with a 80,000 ft-lbs/stroke driving a 30-in wall conductor should be considered avoid damage to the pile. Driving to 70 ft preloading operations, · made of rig loads, penetration rates, and leg The observations will greatly rig performance in that a geotechnical rig operations be could the should be readily accomplished, however, the pile should be closely monitored for driving past 70 ft due to boulders and cobbles generally associated with the Eklutna Outwash. During any actual jacking and careful observations should be footing penetrations, difficulties. predictions Inlet. We of jack-up recommend in jack-up extraction aid future Upper Cook engineer present suggest penetrations predicted. experienced during the initial jacking. The engineer adjustment to the jacking sequence if are significantly different from those McClelland-EBA, inc. Page 24 REFERENCES American Petroleum Institute (1982), "Recommended Practice for Planning, Designing and Constructing Offshore Platforms", API RP 2A, 13th Edition. Blatt, H., Middleton, G., and Murray, R. (1972), "Origin of Sedimentary Rocks", Prentice-Hall, Englewood Cliffs, pp. 91-93. Chow, W.T.Y., and Herbtch, J.B. (1978), "Scour Around a Piles", Proceedings, Tenth Annual Offshore Technology Conference, Houston, Vol. 1, pp. 805-822. Group of Foster, H.L. and Karlstrom, T.N.V. (1967), "Ground Breakage Associated Effects in the Cook Inlet Area, Alaska, Resulting From the March 27, 1964 Earthquake", U.S. Geological Survey Professional Paper 543-F. and Karlstrom, T.N.V. (1964), "Quaternary Geology of the KenaI Lowland and Glacial History of the Cook Inlet Region, Alaska", U.S. Geological Survey Professional Paper 443. Karlstrom, T.N.V. (1952), "Multiple Glaciation in the Upper Inlet Area, South Central ~laska" (Abs): Geol: Soc. America Bull., Vol. 63, p. 129. Cook Mahmood, A., Ehlers, C.J., Lower Cook Inlet, Alaska", Division, ASCE, Vol. 107, and Ciiweck, B.A., "Sand Waves in Journal of Geotechnical Engineering No. GT10, Oct 1981, pp. 1293. McClelland, B., "Design of' Deep Penetration Piles for Ocean Structures" Journal of the Geotechntcal Engineering Division, ASCE, Vol. ~00, July 1974, pp. 709-747. Meyerhof, GoG. (1956), "Penetration Tests and Bearing Capacity of Cohestonless Soils", Journal of the Soil Mechanics and Foundation divisions, Proc. ASCE 82, No. SMI, pp. 866-1 to 866-19. Meyerhof, G.G. "Bearing Capacity and Settlement of Pile Foundations", Journal of the Geotechnical Engineering Division, ASCE, Vol. 102, March 1976, pp, 165-228. Miller, R.O., and Dobrovolny, History of the Anchorage Area Bull. V68, No. 12, pt. 2, pp. Ernest, 1957a, "Pleistocene Alaska" (Abs) Geol. Soc. America I908. Peck, R.B., Hanson, W.E. and Thornburn, T.H. (1974), °'Foundation Engineering", John Wiley, New York, Shen, H.W., Schneider, V.R., and Karaki, S. (1969), "Local Around Bridge Piers", Journal of the Hydraulics Division, Vol. 95, No. HY6, Proc. Paper 6891, November. Scour ASCE, McClelland-EBA, inc. Page 25 Sullivan, Richard A. and Ehlers, Clarence Planning for Driving 0f'fshore Pipe Piles" Offshore Technology Conference, Houston, J. (1972), "Practical , Proceedings, 4th Vol. 1, pp. 805-822. Terzaghi, K. and Peck, R.B. (1967), "Soll Mechanics in Engineering Practice", New York, John Wiley & Sons, Inc., 2nd Edition. U.S. Army (1977), "Shore Protection Manual", Coastal Engineering Research Center, USACE. Wilson, N.D. and Able, W. (1973), "Seafloor Scour Protection for a Semi-Submersible Drilling Rig on the Nova Scotian Shelf", Proceedings, Offshore Technology Conference, Vol. II, Paper Noo 189.1, May. Winterkorn, Hans, F., and' Fang, Hsai-Yang (1975), "Foundation Engineering Handbook", Van Nostrand Reinhold Company, New York. McClelland-EBA, inc. ILLUSTRATIONS INDEX MAP -e B O )RING 1 I' ! Fl. Po~.~-~)on , 'SITE LOCATION MAP :: BORING 1 '-UPPER COOK INLET, ^L~SKA .. . P~'~I ~T ( M ILrT~R'¥ R o _ 0 ® LEGEND ARCO INTENDED BORING LOCATION 20' BORINGS 88' BORING NO SCALE 3O 31 29 32 1096' 1074' 1150' t132' T.12 N., R.6W.,.S.M. SITE PLAN UPPER COOK INLET, ALASKA FI,:Clefland-EBA, inc. PLATE 2 ' ' 1150' IWL and 1300'· Z_I:. PLASTICLiMiT CONTENT.WATER % LIQUIDLIMIT COORDINATES: =SL, SEC 29 DATE COMPLETED: 11/15/83 ~~O BECKER DIESEL HAMMER TI2N R6V, SM Cook Inlet WATER DEPTH: 49 ft FIELD ENGINEER: M. Schlegel ~(D" 20 40 B0 80 BLOWS / FOOT FINAL PENETRATION: 88 It dOB NO.0183-0108 HAiR ISUBMERGED UNIT WEIGHT, KCF ~0/~ .05 .06 .07 .08 60 100 150 200 260 300 350 .~ 0 GVEL - ~andy, ~lty. maximum gravel p,rt~rlej *lze 3 in d~ameter~ very dense, brom ~ olive grey. 26 SP S~ - f~ne to medSum grained, ~tlty with 100 very dense, grey, occasional particles 90 I I --4 of black lignite - O to 10 ft occasional ~12100 ~ shell frag~nts and fibrous organics, with 15 to 20 percent gravel content to 20-- ~ 15 ft. 76 30- j ] O 40-- ~ 0 SH ~ - s~[~y, R=ey, very dense, [~ne ~o medium Rra~ned ~nn~, occasional ~u~roun~ed ~o ~ounded R~ve[e [o 1 ~n ..... Z 50-- o ~O-- s~ " ~ - 20 (68') 112 ~0-- S~ - gravelly, *llty, 30 to ~5~ gravel eont.nt ;P gravel .ubround~d to rounded, mxlm~ very dense, grey , till. J --24 80 ~N~ber of blows required to advance; in OD, 3-~n ID ha~er pipe approx~tely ~ ~.~" ~ s~Z~0~ ~ ~ ~Ec~Y - 2.~'~ sP~/]~0~ ~ a ].4-~n ID sp]~t spoon w/~ ]40~ hammer. e 2.4-in ID split spoon w/a 3~0~/ ha~er,; 12 ~ w/a d~esel hammer ]80 speeder by l~nk belt, del~vering ~,000 ft-lb/blow. .., , BOREHOLE LO~ AND LABORATORY TEST RESULTS I PLASTIC WATER LIQUID LOCATION: Uoger Cook Inlet DATE COMPLETED: 11/15/83 ~O LIMIT CON'rENT. % LIMIT BECKER DIESEL HAMMER Alaska ~~ u. 20 40 80 80 BLOWS I FOOT WATER DEPTH: 49 ft FIELD ENGINEER:M. Schlegel ~O , ' ' 'WEIGHT, FINAL PENETRATION: 88 ft JOB NO. 0183-0108 H&~ B SUBMERGED UNIT KCF ~m4o .O5 .O6 .07 .08 50 1~ 160 200 250 300 350 ~ 0 i SAMD - gravel]y, silty, ve~ dense· grey, ~; er blows g~'eate~ tham 400 SM till ~f~ sal tp Beck:er h;~er ~ 88 t 7100 .093 ~j ; -4 -12 ~ O . ) -16 ,1 I I ~.~'~ sPT/l~0~ ~R ~ , Number of blow~ required to drive e 5 ~Number of blows required to advance; in OD, 3-in ID ha~er p~pe approxi~teJy ~ ~.0" ~ s~/)qo, ~. ~ ~.[c~.~ - ~.~'~$P~/l~0~ ~ :)a 1.4-tn ID split spoon w/a 140fl hammer a 2.4-tn ID split spoon w/a 3~0~ ha~er 12 ~ w/a d~esel hamer 180 speeder by U ~ G~B/CYCL~ ~ UIT ~ ~ RETRY - ).o" ~ s~/Tqo, ~a 12 ~ches. link belt. delivering 8,000 ft-lb/blow. BOREHOLE LOG AND LABORATORY TEST RESULTS . ) m m UNIFIED SOIL CLASSIFICATION INCLUDING IDENTIFICATION AND DEICRIPTION ,, FIELD IDENTIFICATION PROCEDURES o~oue INFORMAIlON REQUIRED FOR LA~ORATORY CI~ESIFICATION f~eo~s TYPICAl- NAMEB DESCRIBIN0 BOIL~ CRITERIA t)l the course grains; local or Not milling ill O;~ltion r~uiremenll for c - ' ~ see ML t)elo~ ) (~M ~,lt IllllhllfS - PI ~lween 4 I~ 7 f ~ ; ~ ................................................. ExAMPLe -- ~ ~ ~trer,~Jh. well curltp~led and [ I~l ~d~line Cllll ; ~'~ ~ . , ...... , ........... . ..... , .................. , ..... c .......... ,. .,..,.,, .... . ............ . * - see CL t)e,~,w I SC , , , , IDINTtFICATION PnOCiOUfltl O~ fRACTION SMAILIR THAN No ~ SIEVT SIZE j ,, . ~ None to TIlOht ~Ul(~ 1~ ~f,~. None M~ &,lty ~ cl;yey I-,e ~;,~d~ ~lth ;hghl pl~;t~Clty a~d ~ar~l~f ol platt,city. ~ ~ coarse grains; color In ~ - . , . . Sl,g OL ~ ~ femolded il,leS, moisture and~ ' < 20 ........ .... ............... ::J ..... ~ E 5hght Io med,um Stnw Io no,,e S,,ghl IO ,~ed,um MH -- ~'~ - - - ....... :t -ot~-- - m -~-~:~ ~ ~ ~ ............................ EXAMPLE 4 U ~ c I ClaYey s,lt, brown S ,ghtly plast,c, ~ ~ ML · r~umerou~ v~l~cal tool hol~; LIOUID LIMIT ~ ~ ........... (ML) PLASTICITY CHA~T OII HIGHLY ORGANIC SOILS Re~,ly l~nllfled by colo~ odor sDOllgy feel and Fr ~: a~;[I olhe~ highly o~gantc f I Boundery clell,ficetion! - So,It ~olgasslng chefacler,st.cs ul two g'~DS ere des~neled by comblnat,ons ol g,oup sym~Ss For ex imple GW GC well grided g~avel sind m,llule Wllh cIsy ~nder U~IFIED SOIL CLASSIFICATION CHART OFFSHORE OPERATIONS BORING 1 'UPPER COOK INLET, ALASKA I I I III II III I I II II III II McClelland-EBA, Inc. PLATE 6 NAME ARCO Intended Boring Location Boring to 88' Boring to 20' Boring to 20' x 43i,492 431,422 431,444 431,480 Y 2,593,547 2,593,519 2,593,531 2,593,542 Misery 3 Rabbit Point Possession Offset 417170.90 549986.02 429909.80 2659082.02 2596512.64 2571466.66 AS DRILLED LOCATIONS SURVEY UPPER AND CONTROL COORDINATES , , , COOK INLET, ALASKA ~-EBA, In~ PLATE 7 -I ITl i; l- l- I"** I-' a: I,- I- 14-- Ow ~o~ ..0- TIME QBSERVED TIDES AND (~URRENTS FIRE ISLAND UPPER COOK INLET, ALASKA --! KNOT8 KNOT --0 KNOT BARGE ECHO SOUNDER CURRENT METER MUDLINE WEIGHT WEIGHT 12.0' 2.0' FREEBOARD BELOW WATER CURRENT METER AND ECHO SOUNDER UPPER COOK INLET, ALASKA IqcCleltand-EBA, inc. PLATE 9 APPENDIX A DAILY SUMMARY OF FIELD OPERATIONS McClelland-EBA,, inc. Page A-1 DAILY SUMMARY BORING 1, NEAR FIRE ISLAND UPPER COOK INLET, ALASKA 0183-0108 DATE 11/11/83 11/12/83 11/13/83 11/14/83 11/15/83 TIME 2030 - 2300 2300 - 2400 0001 - 0010 0010 - 1100 1100 - 1250 1250 - 1445 1445 - 1740 1740 - 2400 0000 - 0300 0300 - 0700 0700 - 1600 1600 - 2400 0000 - 0100 0100 - 0730 0730 - 0800 0800 - 2400 0000 - 0030 0030 - 0800 0800 - 1300 1300 - 1320 DESCRIPTION MCCLELLAND-EBA field engineer arrived Ptckworth's dock. Mob in progress. Leave dock, travel to Pt. Woronzoff. at Travel to Pt. Continue mobilization. crew arrives at 1000. 1100. Tr'avel to site. Set anchors, barge on Prepare to drill slack. Deploy Echo-Sounder. Drill Borehole 1 to 15.0'. Woronzoff. Drilling Mob completed location. - wait on low water at current meter and Raytheon Continue boring, assisted Pipe out slack. Crews slept Winched over and sampling. sand at 20.0' Break for drilling to 20.0' - terminate break for tide - switch to rotary drilling system. of hole - break until low water began to run pipe, drilling Hammer pipe plugged with . Hammer pipe out of hole. tides - crews slept. Attempt to run pipe - tide running too strong, will break until morning tide. Crews slept. Tighten anchors and winch over, prepare to drill. Drill borehole to 88.0'. Clean up tools. Crews slept. Pick up anchors, travel to Ferry crews in from barge Arrive at dock. Anchorage. on tug. McClelland-EBA, inc. APPENDIX B LABORATORY TESTING PROGRAM McClelland-EBA, inc. APPENDIX B LABORATORY TESTING PROGRAM CONTENTS Page INTRODUCTION ................ 4 ...... B-1 CLASSIFICATION AND INDEX TESTS ............. B-1 CONSOLIDATION-DRAINED TRIAXIAL COMPRESSION TEST .... B-! ILLUSTRATIONS Plate SUMMARY OF TEST RESULTS ................ B-1 RELATIVE DENSITY TEST RESULTS .............. B-2 GRAIN SIZE CURVES ................... B-3, B-4 CD TEST RESULTS Stress-Strain Curves ............... B-5 Mohr's Circle Diagrams .............. B-6 McClelland-EBA, inc. Page B-1 APPENDIX B LABORATORY TESTING PROGRAM Introduction Brief descr~ptions of this Appendix. Results for the boring logs and are Results. Results for grain size presented here in graphical form. laboratory tests are presented in the laboratory tests are plotted on tabulated on the Summary of Test and strength tests are also Classification and Index Tests These tests were run as necessary to aid in evaluating the true nature of the soils ~encountered in the borings~ These tests were generally run using standard ASTM procedures as listed below: Test Moisture content Grain size determination (sieve, -#200, hydrometer) Specific gravity Maximum and minimum density ASTM Designation D2216 D421 & 422 D854 D1557 & D2049 Consolidated-Drained Trtaxial Compression Con sol t dat ed-drat ned run on several sand relative density. enclosed in a thin cell. l) 2) Tests (CD) triaxtal compression samples reconstituted to about In this test, soil rubber membrane Tests were conducted in three Saturation - samples were of a back pressure, a cell Consolidation - samples tsotropically under the and placed in stages: saturated through tests were 90 percent specimens were a trtaxial pressure and were allowed selected confining application a vacuum. to consolidate pressure near McCleiland-EBA, inc. Page B-2 the in. situ vertical effective overburden pressures° 3) Shear - samples were sheared under increasing axial load w~th full drainage allowed. Results of the CD tests are presented on Plates B-3 and B-4 as curves of deviator stress vs axial strain and as Mohr's circles~ McClelland-EBA, inc. SUMMARY OF LABORATORY TESTING RESULTS .ATTE'RBERG GRAIN SIZE 8AMPLE DEPTH MOIST. SPECIFIC LIMITS DISTRIBUTION INTERVAL CONT, DENS. GRAVITY LL' PL PI CLAY- SILl' SAND GRAV DESCRIPTION NUMBER (fi) (%) 7DRYiPCF) (%) (%) (%) l,%1 (%) (%) , , , Gravel - .sandy, silty (GP)__. lA _ _0_ ._0__ .--_.. _0_.. 5 ........ !5..0_ ................ 2~_7_3 ......................... , .... - 25 60 15 Sand - .siltY, ~ravelly. (SM) lB.. 0.5- 1.0 16.4 - , .__l_C___ L_0__-_ !_._5_ .............. t .............................. - _____fL__ _9~___ 0 Sand- fine to medium (SP/ _ 2A 2.0__-_~_. 5_ . 19 ._7_ .......................... 2B ..... 5,.0_-_.6.0 ..... !2,.3 ............................... _, 2_C ....... 6_._0 _,-._6_., 5 .............................. -- 2D _._ 6.5 - 7.0 __1_1.8 127 l- 2.73 ......... --12--_ 2__Z_7 .... 3_9___22 Sand. - silty ~ravel!y (SM) __ 3A 9.0- 9.8 ....................................................... 4A 12.0 -___1. 2__..5__ .......................... 4B 12.5 - 13.0 13.8 .. .......... 33 53 14 Sand - silty, trace gravel (.S1 4C 13.0- 13.5 12.1 123 2.72 ........ 11...2_8._ ..5__5. .... 6_ .... Sand- silty (SIR) 7 93 0 Sand- fine to medium (SP) ..5_A_ ....... 15.0 _.- 16..5 ........................................... 24 76 0 Sand - silty. (SM) · 6A .._4_5_.__0_~ 4_5__._5__ .2_0_._0 .................... 7A 63 0 -63.5 10 2 2.73 3 96 1 Sand - medium to fine .(SP) .. 8 57 35 Sand - _g_r_'a_velly_iSP-SW) .... 7B 68.5 - 69.0 10.1_ .1_36 ....................................... 8A ...... 85 ,.0__--___87 · 0 ........................................................... __.gA ...... 88.0 6.2 148 2.74 ..................... _6_ __1.2_ _5p___ ~_2. Sand - ~r_a_y~~_P_, SM) . . _ . .......... ...... PROJECT NUMBER 0183-0108 BORING NUMBER 1 1.50 1~.0 110 120 110 150 , 1~0 ~ ~ ~o ~ 110 ~' 70 , , 70 0 20 gO 60 80 1 ~ Relative Density, % RELATIVE DENSITY TEST RESULTS _ BORING 1 UPPER COOK INLET, ALASKA McClelland-EBA, inc. PLATE B-2 Li.J z u !00 9O 8O 7O 6O 5O 4O :5O 2O I0 U.S. STANO~RO SIEVE] OP£NING$ IN INCHES I00 50 I0 J G RAVEL Co~rse J Fine CURVE 0----0 GRAIN SIZE U S. STANDARD ~IEV£ NuMI::H~_RS I0 14 I$ Z0 30 40 50 CURVES 70 100 140 200 0.5 0.1 gRAIN SIZE IN MILLIMETERS SAND J Medium J Frae 0.05 Co~rse J BORING NO, PENETRATION, FT 6.5 12.5 13.0 15.0 HYDROMETER O.OI 0.005 SILT or CLAY MATERIAL SILTY SAND SOME GRAVEL SAND SOME GRAVEL SILTY SAND SOME GRAVEL FINE SAND I0 2O 3O 4O 5O 6O 7O 8O 9O ,oo 0.001 'r' LLI z u I00 90 80 7O GO 5O 40 3O 20 I0 0 100 GRAIN SIZE CURVES U_ $. $TANOARD SlEV[ OPENINGS IN INCHES U S. STANOARD SIEVE NUMBERS HYORO.METER 140 200 50 I0 5 I0 2O 30 40 50 GO 70 8O 90 G RAVEL Coarse I Fine O.5 O.I GRAIN SIZE IN MILLIMETERS SAND i Coarse I Medium I Frae 0.05 0.01 O. SILT or CLAY I00 001 CURVE BORING NO. PENETRATION, FT MATERIAL O--O 1 45. O X--X 1 63. 0 * -- -X.- 1 68.5 +--+ 1 EIB. 0 MEDIUM FINE SAND MEDIUM FINE SAND GRAVELLY SAND GRAVELLY SAND TRACE SILT LI.. W n~ t~ n- :> W 0.8 0.6 0.4 0.2 0.0 CURVE PENETRATION cr~ (cr~. -cra M KPA KPA (FT) CKSF) 26. 5 34. 4 217. (87. O) (0. 7) (4. 5) ........ 26.5 68. 8 45~. (87. O) (1.4) (9. 5) 26.5 103. 2 675. (87. O) (2.2) ( 14. / / / / · / · .... //! - I ' I l I I l I ! I I 2 4 6 8 AXIAL STRAIN, ~ (%) lO STRESS-STR^ IN CURVES CONSOLIDATED --DRAINED TRIAXIAL TEST BORING 1 . McCielland-EBA¢ inc. PlatE b-5 I m Ill 0 10 NORMAL STRESS, 0 (KSF) 6 10 ~6'= 50° C'= 0.0 KSF MOHR DIAGRAM __ CONSOLIDATED DRAINED TRIAXIAL TEST BORING 1 UPPER COOK INLET, ALASKA 16 TYPE OF TEST NUMBER OF TESTS Moisture Content ' 11 Sieve Analysis 9 Hydrometer 3 Percent Passing #200 Sieve i 3 Maximum and Minimum Density 1 Bulk Dens ity 4 Specific Gravity 5 Consolidated-Drained Triaxial (TXCD -Reconstituted) 3 NUMBER OF TESTS BORING 1 UPPER COOK INLET, ALASKA McC, Jell~d- EBA, inc. PLATE 11 0 o lO PERCENT FINER 4O 60 8O 100 STRATIQRAPHY SANI3 Gr,velly, Silty (SM-aM) 2O ~ 30 0 0 o SAND Silty, trlc® of gravel ($M-$P) 7O SAND Gravelly, Sltty (Till) (SM-GM) 9O LEGEND [] "J{, FINER THAN 4.75 mm (NO. 4 SIEVE) 0 % FINER THAN 0.075 mm (NO. 200 SIEVE) 81LT SAND GRAVEL AND CLAY GRAIN SIZE PROFILE ,, BORING 1 UPPER COOK INLET, ALASKA McClelland-EBA, Inc. PLATE 12 0.04 0 to 20- 0 0 ~: 4O- m 00- 0 ~ 80- SUBMERGED UNIT WEIGHT, KIPS PER CUBIC FOOT 0.05 0.06 0.07 0.08 I 1 i I~'= 35°, ~ = 30° N' , (t=40 ~'- 40°, 6 = 35°, N'q = 60, fma× = 2o4 KSF, qmz× = 300 KSF VERY DENSE SILTY SAND VERY DENSE GRAVELLY SAND 0.09 I i ! I DESIGN PARAMETERS CONDUCTOR ANALYSES FIRE ISLAND UPPER COOK INLET, ALASKA PLATE 13 I 6 .10 .01 .02 .04 .06 .08.10 .2 .4 .6 .R 1.0 2 Particle size in M.M. Eroding v~locities I '~.~.~ Thre~'~olci velocitie~ / Lower limit Non-eroding velocities ' - ~ 4 6 8 10 MEAN VELOCITIES REQUIRED TO ERODE SAND. (AFTER US ARMY, 1977) i 2300~ 0400 0900 1400 1900 NOVEMBER 14th 2 KNOT8 KNOT KNOT 1.7 FEET/SEC. = I KNOT SCOUR POTENTIAL VS. BOTTOM CURRENTS BORING 1 UPPER COOK INLET, ALASKA McCielland-EBA, inc. PLATE 14 24' MAXIMUM LEG LOAD (100% PRELOAD) = 10,600 KIPS MAXIMUM BEARING PRESSURE (100% PRELOAD) = 7.12 KSF HEIGHT ABOVE FOOTING TIP~ F% PROJECTE~ AREA,~,FT- E QU I VALENT D IAMETER~ FT 0 0 0 5.5 5O 8 10.5 1488 43 12.25 1488 43 24 1488 43 TOTAL VOLUME~ 0 92 3,268 5,872 12,821 LEG LOADS AND FOOTING DIMENSIONS 'KEY SINGAPORE' MARATHON LeTOURNEAU 116C UPPER COOK INLET, ALASKA FT3 PLATE 15'. 20'. ~ t 7.7~ 3.0' 4 5.0' ~l~ ,,~ MAXIMUM LEG LOAD (100% PERLOAD) = 8235 KIPS MAXIMUM BEARING PRESSURE (100% PRELOAD) = 7.1 KSF HEIGHT ABOVE FOOTING TIP/ FT PROJECTE AREA~ FT~ E Qu I VALENT D I~%METER,, ,FT TOTAL 'v'CLUMEz FT2 0 0 0 0 5.0 32/79 5.7/10 53 9.3 1160 38.4 2241 12.3 1160 38.4 5733 20.0 1160 38.4 9733 LEG LOADS AND FOOTING DIMENSIONS 'GLOMAR MAIN PASS' FRIEDE AND GOLDMAN L-780, MOD II UPPER COOK INLET, ALASKA l, lcClelland- E B.~, t~c. PLATE 16 I 0 2500 0 ' 0 0 ~ 10 5000 ! ULTIMATE LEG LOAD. KIPS 7500 10000 12500 ! ! ! PRED!CTED T ! P PENETP~T !ON - 5 · 5 ' I I I I UPPER BOUND 15000 ! 17600 I MAXIMUM PRELOAD = 10,600 KIPS LOWER BOUND MEAN LOWER LOW WATER DEPTH = 49.0' I I I 20000 ! ULTIMATE LEG LOAD-VS. TIP PENETRATION 'KEY SINGAPORE' UPPER COOK INLET, ALASKA I I I I 0 0 0 5 0 -~ 10 0 ~- 15 25O0 1 5000 ! ULTIMATE LEG LOAD, KIP8 7600 10000 12600 ! I 16000 I MAXIMUM PRELOAD - 8235 KIPS LOWER BOUND 17600 I UPPER BOUND PREDICTED TIP PENETRATION = 5.5' _ I MEAN LOWER LOW WATER DEPTH - 49.0' i I ,I 20000 ULTIMATE LEG LOAD VS. TIP PENETRATION 'GLOMAR MAIN PASS' UPPER COOK INLET, ALASKA I III II ! I I III I I - Z O. 0 20 4o 60 80- 100 UNIT END BEARING, KIPS PER SQUARE FOOT 100 200 300 400 1 5O0 'VERY DENSE SILTY - SAND VERY DENSE GRAVELLY SAND UNIT END BEARING FIRE ISLAND UPPER COOK INLET, ALASKA II PLATE 19 UNIT SKIN FRICTION, KIPS PER SQUARE FOOT 0.5 1.0 1.5 2.0. i 2.5 W UJ CO I- U.I Z UJ 20 40 60 80 100 COMPRESS ION T ENSI ON VERY DENSE GRAVELLY SAND VERY DENSE SILTY SAND UNIT SKIN FRICTION FIRE ISLAND UPPER COOK INLET, ALASKA I I McCJeltand- EBA, Inc. I I I I PLATE 20 SOIL 6OO RESISTANCE TO DRIVING, KIPS 1200 1800 2400 3000 LU UJ Z 20 40 60 80 100 PLUGGED VERY DENSE SILTY SAND VERY DENSE GRAVELLY SAND SOIL RESISTANCE TO DRIVING CURVES 30-in-DIAMETER CONDUCTOR PIPE PILE 1.0-in WALL THICKNESS FIRE ISLAND UPPER COOK INLET, ALASKA I,~~nd-EBA, ~. PLATE 21 SOIL RESISTANCE TO DRIVING, KIPS 400 800 1200 1600 i I i 2OOO I- W I. IJ 1.1.1 Z I- n- l- Z u.I 2O 4O 60 80 100 CORING PLUGGED VERY DENSE SILTY SAND VERY DENSE GRAVELLY SAND SOIL RESISTANCE TO DRIVING CURVES 20-in-DIAMETER CONDUCTOR PIPE PILE 0.625-in WALL THICKNESS FIRE ISLAND UPPER COOK INLET, ALASKA McC~elbnd-EBA, inc. II PLATE 22 III 2O0 i ULTIMATE PILE CAPACITY, KIPS 400 600 800 t i i 1000 tu 20 < 4O m 60 0 ,< 2:80 100 TENS I ON VERY DENSE GRAVELLY SAND COMPRESSION WITHOUT END BEARING VERY DENSE SILTY SAND ULTIMATE PILE CAPACITY CURVES 30-in-DIAMETER CONDUCTOR PIPE PILE APl RP 2A [JANUARY, 1982:) METHOD FIRE ISLAND UPPER COOK INLET, ALASKA I PLATE 23 200 I ULTIMATE PILE CAPACITY, KIPS 400 600 8O0 I i I 1000 iAI 20 < 40 m 60 2: 0 <: Z 8O COMPRESS ION WITHOUT END BEARING TENS ! ON "~'""'""~'x, VERY DENSE SILTY SAND VERY DENSE GRAVELLY SAND + 100 I ! ! I ULTIMATE PILE CAPACITY CURVES 20-in-DIAMETER CONDUCTOR PIPE PILE APl RP 2A (JANUARY, 1982) METHOD FIRE ISLAND UPPER COOK INLET, ALASKA I4cClelland-EBA, Inc. PLATE 24 Authorized Service Centers Are Located In Shopsmith Home Workshop Centers. 12 Centers Across The Country San Francisco Area 1165-H Chess Drive Foster City, Cal. 94404 Phone (415) 572-0800 Atlanta Area North Clayton Village 5453 Riverdale Road College Park, Georgia 30337 Phone (404) 997-9501 Indianapolis Castleton Place 5850 E. 82nd Street Indianapolis, Indiana 46250 Phone (317) 849-0193 Albany Area Wolf Road Shoppers Park 145-A Wolf Road Colonie, New York 12205 Phone (518) 459-2201 Cincinnati Area 1180 Florence Mall Florence, Kentucky 41042 Phone (606) 371-2232 Columbus 3719 East Broad Street Columbus, Ohio 43213 Phone (614) 237-4980 Dayton 6530 Poe Avenue Dayton, Ohio 45414 Phone (513) 898-9325 Portland Area Park 217 12086 S.W. Garden Place Tigard, Oregon 97223 Phone (503) 684-1428 Dallas Area 445 N. Central Expwy. Barlow Place Addition Richardson, Texas 75080 Phone (214) 644-2615 San Antonio 13902 Nacogdoches Rd. San Antonio, Texas 78217 Phone (512) 655-3093 Virginia Beach 5760 Northampton Blvd. Virginia Beach, Virginia 23455 Phone (804) 460-5655 Seattle Area Renton Village Shopping Center 33 S. Grady Way Renton, Washington 98055 Phone (206) 226-2500 Parts and Accessories Order Form PLEASE PRINT CLEARLY Use this order form only for parts listed on this Parts/Price List. Price Your Qty. Item No. Description Each Price Sales Tax -- Total Purchase Amount Because of our direct selling activities, we Add Your Local Sales Tax are required by law to collect sales tax according to the Shipping and Handling Charges taxable rate applica- ble to the area where Total Amount of Order delivery is to be made. Do not send cash or stamps. Prices subject to change. Mail your order to: Shopsmith, Inc. The Home Workshop Company 750 Center Drive Vandalia, Ohio 45377 2O Name Address City State Zip (We need your telephone number in case there is a question about your order.) [] Full Payment Enclosed (Personal check, money order or bank draft made out to: Shopsmith, Inc.) [] Please Charge* To My [] MasterCard [] Visa Card Number Interbank Number Expiration Date (MasterCard only) Month Year *Subject to acceptance by issuing bank. If your credit limit is not sufficient to cover the amount, simply ask your credit card bank to increase your credit limit. Signature NOTE TO CREDIT CARD CUSTOMERS ORDER BY PHONE -- YOUR CALL IS FREE! 1-800-543-7586 In Ohio,,call 1-800-762-7555 In Alaska, Hawaii, Puerto Rico, and U.S.V.I., call direct 1-513-898-6070. In Dayton, call 898-6070 (After 5:00 PM and weekends, call 898-9222). Hours (EST) Mon. thru Fri. 9:00 AM to 6:00 PM Sat. 9:00 AM to 1:00 PM Shipping and Handling Table Add the following amount to all orders within the Continental U.S. (for other areas, we will notify you of estimated shipping costs prior to shipment). If Your Order Is:. $10.00 to $25.00 ..... $3.40 $50.01 to $75.00 ...... $5.15 $25.01 to $50.00 ..... $4.25 $75.01 to $100.00 ..... $6.00 Over $100.00 -- 6% of merchandise total to a maximum of $45.00 per order form. CShopsmith, Inc., 1983 DM-1685 4" Jointer 19 28 19 20 14 Ref, No. Part No. Description Main Jointer Assembly 502645 Base and table assembly (parts 1 1 502645' 2 502645' 3 502883 4 502884 5 120388 6 502920 7 120377 8 102581 10 145372 11 502885 12 513623 13 5O2964 14 5O2886 15 132277 16 502930 17 120372 Cutterhead 502896 18 502897* 19 502898* 20 502904' 21 5O29O5* 22 502903 23 147118 24 502272 25 502899 26 505640 27 502930 28 454479 Pdce through 7) ........................... $175.00 Outfeed table and base Infeed table Depth-of-cut screw .................... 60 Table mount stud .................... 1.85 3/8" Flat washer (3) .................... 15 Spring washer (2) ..................... 75 3/8"-16 Hex nut .20 5/16"-18 x 3/8" Allen setscrew (2) ........ 15 #4 x 1/4" Drive screw (3) ................ 20 Depth-of-out pointer ................... 75 #'6-32 x 5/16" Panhead screw ............ 20 Depth-of-cut adjustment knob .......... 11.25 Fence mounting bar .................. 9.85 1/4"-20 x 1" Fillister head cap screw (2) ......................... 20 1/4" Lock washer (2) ................... 25 1/4"-20 Square nut (2) ................. 15 Complete cutterhead assembly (parts 18 through 25) ....................... 68.00 Cutterhead Ball bearing (2) Left bearing housing Right bearing housing Wedge (3) ........................... 1.45 #10-32 x 3/4" Hex socket cap screw (9) .. .25 #10 Special flat washer (9) .............. 45 Knife leveling screw (6) ................. 70 Jointer knives (set of 3) ................ 18.00 1/4" Lock washer (2) ................... 25 1/4"-20 x 1" Hex head cap screw (2) ...... 20 Ref. No. Part No. Fence 5O2649 29 503169 5O2651 30 5O2651' 31 502889 32 273337 33 501407 34 506721 35 120396 36 502895 37 502890 38 506720 Safety Guard 502653 39 502907 41 502908 42 502913 43 502909 44 502914 Miscellaneous 46 502080 47 505516 PL-1544 513711 Description Price Complete fence assembly (parts 29 through 38) .......................... $ 48.75 Fence -- NA Quadrant assembly (parts 30 through 32) 15.75 Fence quadrant Stop-tab ............................ 2.25 1/8" x 5/8" Rollpin ..................... 15 Nylock setscrew (Auto-stop) (3) ......... 35 1/4" x 7/8" Dowel pin .................. 40 1/2" Flat washer ....................... 20 Guide bushing ....................... 2.50 Fence lock handle and hub assembly .... 5.95 Sleeve screw ......................... 40 Safety guard assembly (parts 39 through 44) .......................... 12.00 Safety guard knob .................... 3.50 Safety guard spring ................... 1.40 Safety guard stud .................... 1.55 Torque washer ........................ 30 Retaining washer ...................... 60 Eccentric mounting tube (2) ............ 3.50 5/32" Allen wrench ................... 1.75 4" Jointer Owner's Manual ............. 4.00 Push block assembly ................. 4.50 *Individual part is not available to the customer. For safety reasons, these pads can only be serviced by an authorized Service Center. Return your tool to Shopsmith's Factory, or visit the Shopsmith Home Workshop Center nearest you to have these parts replaced. IMPORTANT ORDERING INFORMATION For fastest service, or answers to your questions... CALL FREE 1-800-543-7586 (In Ohio, 1-800-762-7555) 15 6" Belt Sander 47 .... 46 ('~[~'" 45 4~ I ~ 40~ 41~~ /?6 ~ ~ 72 17 '~ 14- __~ _~ ~ 66 - 50 / tO 56 '""'~ 55 '\ h, 5 8,// ~ /'///' / /,.'// 10 ~ _.35 34 / ~ 79 16 Ref. No. Part No. Description Main Belt Sander Assembly 502955 I 502956 2 502995 3 502958 4 502957 5 432324 6 502960 7 502959 8 120382 9 120377 10 222460 11 503024 12 503004 513061 13 513061 * 14 513061 * 15 513061 ' 16 502999 17 5O2998 18 448309 19 513059 20 502987 21 502988 22 120388 503402 23 503402* 24 5O34O2* 25 503402* 503405 26 503405* 27 503405* 28 503405* 29 502965 30 502963 31 144658 32 502946 33 445446 34 502985 35 502974 36 502989 Idler Drum 5O2934 37 274474 38 502945 39 502934' 40 502934* 41 502934* 42 5O2934* 43 '106266 44 502937* 45 502934* 46 502934* 47 502934* Price Track screw assembly (pads 1 & 2) ...... $ 4.50 Track adjustment screw (2) ............ 1.50 5/32" x 11/16" Rollpin (2) .............. 4.50 Stop nut ............................ 1.45 Track adjustment knob ................ 6.75 Button plug (4) ........................ 60 Tie bolt (2) .......................... 2.15 Spacer tube (2) ...................... 10.95 3/8" Spring lock washer (2) ............. 20 3/8"-16 Hex nut (2) .................... 20 5/16"-18 x 3/8" Setscrew (4) ............. 25 Tinnerman clip (4) ..................... 30 Shaft cap ....................... .... 6.50 Handle assembly (pads 13 through 15) .......................... 3.00 Handle Retaining ring Table Iocknut Indicator ............................ 1.25 Indicator washer ...................... 60 #8-32 x 1/4" Self-tapping screw .......... 20 Dust chute .......................... 21.00 3/8"-24 Elastic stop nut ................. 55 Cup ................................. 50 3/8" Flat washer ....................... 15 Sander base assembly (pads 23 through 25) .......................... 36.00 Sander suppod Drive stud Trunnion track Inner frame assembly (parts 26 through 28) .......................... 32.50 1/4" x 5/8" Rollpin Trunnion Right frame side 11/32" Flat washer (12) .' ................ 20 Backup plate ........................ 13.50 Flathead screw (6) ..................... 20 Left frame side ....................... 26.00 Tinnerman clip (6) ..................... 50 Trunnion washer ...................... 35 Trunnion stud ....................... 4.00 Trunnion Iocknut ..................... 5.50 Idler drum assembly (parts 37 through 47) .......................... 37.00 3/16" x 7/8" Split pin ................... 20 Guide bushing (2) .................... 6.75 Tension cam (2) Bearing (2) Idler drum Spring plug (2) 5/8" Washer (2) ....................... 30 Thrust washer (2) Idler shaft Torsion spring Rollpin Ref. No. Part No. Tension Knob 502874 48 502874* 49 502874* 50 5O2874* 51 502874' 52 502874* 53 502874* 54 502874* 55 501O27 56 502923 Drive Drum 502789 57 502789* 58 502789* 59 5O2789* 60 5O2789* 61 502789* 62 502789* 63 502961 64 217904 Table 503406 65 503406' 66 12O388 67 503001 68 5034O6* 69 502992 7O 503406* 71 503406* 503407 72 5034O7* 73 503407' Miscellaneous 74 513777 75 115321 76 505516 77 120377 78 120394 79 122181 PL-1549 Description Price Tension knob assembly (pads 48 through 54) .......................... $ 8.95 Retaining ring Lock washer Latch spring Tension knob Drive screw 1/8" Washer Knob latch Retaining ring ......................... 20 Medallion Drive drum assembly (pads 57 through 62) .......................... 48.50 Ball bearing (2) Bushing (2) Drive Drum Rollpin Drive shaft Drive sleeve Finger washer (2) ...................... 60 1/4"-20 x 7/8" Socket cap screw (2) ..... .25 Table assembly (pads 65 through 71) .... 69.00 1/4" x 7/8" Rollpin (2) 3/8" Flat washer .................... :. .15 Table lock bolt ....................... 3.50 Table Support spacer ...................... 2.25 Graduated slide (2) Drive stud (2) Support assembly (pads 72 and 73) ..... 28.00 Table leg (2) Table suppod Eccentric mounting tube (2) ............ 8.00 5/16"-18 x 5/16" Setscrew (2) ............ 15 5/32" Allen wrench ................... 1,75 3/8"-16 Hex nut ....................... 20 3/8" Washer (2) ....................... 15 3/8"-16 x 2" Hex head cap screw ......... 15 6" Belt Sander Owner's Manual ......... 4.00 *Individual pah is not available to the customer. For safety reasons, these pads can only be serviced by an authorized Service Center. Return your tool to Shopsmith's Factory, or visit the Shopsmith Home Workshop Center nearest you to have these pads replaced. IMPORTANT ORDERING INFORMATION For fastest service, or answers to your questions... CALL FREE 1-800-543-7586 (In Ohio, 1-800-762-7555) 18" Jigsaw 7 ,~' \ ~ 34 37 48 -..~ .... ,~ ~.. --. .... -_ 50 36 ~' _ ..... .~ ~,,~/ 51 '-- '~ 55 ' ' ...... 48 ~53 44'- 73 '"' ~ 19 79 2;/ 61 ...... 60 32 18 Ref. No. Part No. Description Main Jigsaw Assembly 1 502251 ' Tube arm 2 456876 1/4" x 1/2" Rollpin .................... $ .20 3 502218' Head housing 4 502223' Special Nut 5 502222' Eccentric wedge 6 120393 5/16" Washer ......................... 15 7 454867 5/16"-16 x 3" Bolt ..................... .20 8 502224 Cylinder lock ........................ 7.00 9 502220 Hold-down rod lock .................. 5.00 10 502221 * Rod lock knob 11 502219 Jigsaw cap .......................... 9.75 12 132033 #10-24 x 3/8" Machine screw (8) ......... 20 13 502270 Lower housing cover .................. 7.85 14 502274 Gasket ............................... 65 15 102581 5/16"-18 x 3/8" Setscrew ................ 15 16 502275 Yoke bracket assembly ................ 11.50 17 502278 Drive shaft assembly .................. 21.75 18 103373 3/32" Cotter pin ....................... 20 19 513629 #10-32 x 3/8" Cap screw ................ 20 20 502285 Guide post ........................... 6.00 21 502286 Lower backup ........................ 70 22 124829 3/8"-16 Jam nut .............. t ........ 15 23 502898* Ball bearing 24 502269 Retaining ring ......................... 60 25 222460 5/16"-18 x 3/8" Setscrew (2) ............. 25 26 502267 Expansion plug ....................... 75 27 502322 Thrust washer ........................ 90 28 502288 Tapped wedge ....................... 1.60 29 502287 Plain wedge ......................... 1.20 30 502333 1/4" Washer .......................... 25 31 502583 Special socket screw ................... 90 32 502256 Trunnion bolt ........................ 7.45 Tension Tube 502227 Tension tube assembly (parts 33 through 45) .......................... 40.00 502228 Upper bracket assembly (parts 33 and 34) ............................. 12.25 33 502228* Upper bracket 34 502228* Cylinder 35 502239 Pump seal ............................ 75 36 502234 Air fitting ............................ 1.75 37 502318 Washer (2) ........................... 25 38 502262 Main spring .......................... 70 39 455734 1/8" x 3/4" Rollpin ..................... 20 40 502237 Square tube ......................... 5.80 41 421878 #6-40 x 5/16" Machine screw ............ 20 42 502235 Upper chuck ........................ 8.25 43 502236 Upper chuck jaw ..................... 2.35 44 502238 Upper chuck jaw ..................... 2.95 45 513629 #10-32 x 3/8" Cap screw ................ 20 Hold-Down Rod 46 502241 47 502248 46 120392 49 502242 50 502323 51 120394 52 502442 53 502325 54 502324 55 502243 56 120367 57 502249 Hold-down rod ....................... 3.45 Air tube.. ~ ........................... 80 1/4" Washer (2) ....................... 15 Hold-down bracket ................... 4.50 Knurled nut .55 3/8" Washer (2) ....................... 15 Hold-down spring .................... 2.65 Retaining ring ......................... 20 5/16"-18 x 9/16" Nylok setscrew (2) ....... 55 Backup sleeve ....................... 5.25 1/4"-28 Hex nut ....................... 25 Backup tube ......................... 3.75 Pdce Ref. No. Pad No. Table/Trunnion 58 502254 59 502253 60 502255 61 502319 62 120393 63 426367 Base Housing 502259 64 502273 65 502272 66 453120 67 502326 68 502264 69 502327 70 502260 Lower Chuck 71 138772 72 502332 73 5O2284 74 502282 75 502331 76 502283 77 502281 Miscellaneous 78 513776 79 502271 80 453120 82 505516 83 513686~2 PL-1550 Description Price Table insert .......................... $ 3.25 Jigsaw table ......................... 18.50 Jigsaw trunnion ...................... 13.50 Nylok screw .......................... 50 5/16" Washer (4) ...................... 15 5/16%18 x 3/4" Bolt (4) ................ .20 Base housing assembly (parts 64 through 70) .......................... 38.00 Vernier indicator ..................... 4.55 Special washer ........................ 45 #10-24 x 1/4" Machine screw ............ 15 3/8"-16 x 1/2" Machine screw ........... 25 Oil seal ............................. 2.15 Fiber washer .......................... 60 Housing and bearing assembly ......... 28.50 Setscrew ............................. 50 Tapered screw ....................... 2.75 Lower chuck jaw (2) ................... 70 Lower chuck ........................ 3.95 Headless screw ...................... 1.75 Shaft plug ............................ 80 Lower chuck shaft .................... 13.00 Eccentric mounting tubes (2) ........... 7.00 Serialized cover plate .............. ~.. 3.15 #10-24 x 1/4" Machine screw (2) ......... 15 5/32" Allen wrench .................... 1.75 7/32" Allen wrench .................... 50 Jigsaw Owner's Manual ............... 4,00 * Individual pad is not available to the customer. For safety reasons, these pads can only be serviced by an authorized Service Center. Return your tool to Shopsmith's Factory, or visit the Shopsmith Home Workshop Center nearest you to have these pads replaced. IMPORTANT ORDERING INFORMATION For fastest service, or answers to your questions... CALL FREE 1-800-543-7586 (In Ohio, 1-800-762-7555) 11" Bandsaw 18 17 16 15 14 13 12-- 8- 20 21 22 23, 24 26 25 19 38-- 30 39 17 28 39 32 -33 34 35 - 37 34 36 33 -33 32 17 40 41 · 17 t~ 28 42 '43 12 Table and Blade Guide Assembly 46~ 45 44 47 46 ,-. 48 54 53 57 56 53 5." 46 45-- 47-- 75 49 50 51 52 76-- 59 58 -- 70 77 78 ~ 74 631 J I '-,/ I / I / I t / 54 84 70 69 83 82 65 -62 81 Standard Accessories Ref. No. Part No. Description Price 1 2 3 4 5 8 10 11 ,, 7 13 14 Ij, 8 15 10 9 16 11 ~ ~ 17 18 19 513711 505557 513710 513709 5137O1 5O1425 505516 513686-05 513686-06 505511 505544 505715 102581 102581 505633 501419 505764 505893 102581 Push Block .......................... $ 4.50 Safety Goggles ...................... 4.50 Fence Straddle ...................... 4.50 Finger Board ........................ 4.50 Push Stick .......................... 2.00 Wrench-Arbor ....................... 5.00 5/32" Hex Extra Lg .................... 1.75 1/4" Hex Long ........................ 50 1/4" Hex Short ........................ 50 Arbor-Saw .......................... 13.00 10" Saw Blade ....................... 14.00 Drive Center ......................... 12.00 5/16"-18 x 3/8" Lg ...................... 15 5/16"-18 x 3/8" Lg ...................... 15 Chuck-I/2" . ........................ 30.00 Stand Key Chuck .................... 2.55 Sand Disc Asm ....................... 36.00 Refer to 505764 ...................... 12.00 5/16"-18 x 3/8" Lg ...................... 15 10 IMPORTANT ORDERING INFORMATION For fastest service, or answers to your questions... CALL FREE 1-800-543-7586 ( I n O hi o, 1-800-762-7555) 11" Bandsaw Ref. No. Part No. Description Price Bandsaw Main Casting and Cover I 502542 Main frame assembly ................. $95.00 2 513810 Caution decal ......................... 10 4 502546 Cover stud .......................... 2.15 5 102582 5/16"-18 x 1/2" Allen Setscrew (2) ........ 15 6 502737 Cover and decal ...................... 24.75 7 502740 Cover knob (3) ....................... 1.25 ea. Blade Tensioning Assembly 8 501626 9 502700 10 436732 11 501470 12 5O2690 13 502686 14 502702 15 5027O1 16 122040 17 120393 18 120373 19 502687 20 114663 21 502685 22 502704 23 502703 UpperWheel 502691 24 50269i* 25 502722 26 502720 27 502694 Retaining ring ........................ 20 Thrust washer .................. : ..... 50 10-24 x 1/2" Panhead screw ............. 15 7/32" Washer ......................... 55 Tension indicator scale ................ 2.25 Retaining ring ........................ 20 Blade tension nut ..................... 4.15: Tension spring ....................... 4.25 5/16"-18 x 1/2" Hex bolt ................ 15 5/16" Washer ......................... 15 5/16" Square nut ...................... 15 Upper wheel arm and axle ............. 12.25 5/16"-18 x 3/4" Flathead screw (2): ....... 15 Bracket ............................. 4.00 Fiber washer ........................ 25 Left-hand special screw ............... 7.00 Upper wheel assembly (pads 24 and 27) . 37.00 Upper wheel and bearings Retaining ring ........................ .15 Fiber washer .......................... 25 Rubber tire ............. i ............ 4.25 Ref. No. Pad No. Lower Wheel 509033 27 5O2694 28 120834 29 502726 30 509033* TableTrunnions 10 436732 11 501470 17 120393 28 120834 31 502667 32 502675 33 502676 34 120394 35 502698 36 502699 37 513061 38 274737 39 502696 Description Pdce Lower wheel assembly (parts 27 and 30) . $42.00 Rubber tire .......................... 4.25 5/16"-18 x 1/2" Hex bolt ................ 15 Bearing retainer ....................... 55 Lower wheel, bearing and axle #10-24 x 1/2" Panhead screw ............ 15 7/32" washer (2) ...................... 55 5/16" washer (4) ....................... 15 5/16"-18 x 1/2" Hex bolt (4) ............. 15 Tilt indicator scale ..................... 40 Trunnion (2) ......................... 7.65 19/32" Washer (4) ..................... 15 3/8" Washer .......................... 15 3/8"-24 Stop nut ...................... 25 Thrust washer ........................ 50 Tilt lock assembly .................... 3.00 10-24 Hex nut (2) ...................... 15 3/8"-24 x 3" Table clamp bolt (2) ......... 60 Accessories and Miscellaneous 40 513701 Push stick ........................... 2.00 41 513686-04 3/16" Allen wrench ................ · .... 1.50 42 505516 5/32" Allen wrench ................ ,.. 1.75 43 513777 Eccentric mounting tubes (2) ........... 8.00 ea. * Individual part is not available to the customer. For safety reasons, these parts can only be serviced by an authorized Service Center. Return your tool to Shopsmith's Factory, or visit the Shopsmith Home Workshop Center nearest you to have these parts replaced. Table and Blade Guide Assembly Ref. No. Part No, Backup Roller 44 502559 45 502560 46 502561 47 502578 46 502684 49 502682 50 120392 51 115546 52 120375 53 122017 54 120214 Description Pdce Upper roller shaft ..................... $ 2.55 Retaining ring ......................... 20 Thrust Washer (2) ..................... 20 ea. Roller ............................... 2.75 1/4"-20 Special nut ................... 1.10 Backup roller bracket ................. 1.65 1/4" Washer .......................... 15 1/4" Lock Washer. ~. ................... 15 1/4"-20 Hex nut ....................... 15 5/16"-!8 x 3/4" Hex bolt ................ 20 5/16" Lock washer ..................... 15 Upper Blade Guide and Guard 44 502559 45 502560 46 502561 47 502578 53 122017 54 120214 55 502552 56 124824 57 502549 58 502554 59 502550 6O 502551 61 502657 62 502577 63 222458 64 502656 65 502575 66 113988 67 114640 68 502558 69 502574 Upper roller shaft ..................... 2.55 Retaining ring ......................... 20 1/4" Fiber washer (4) ................... 20 ea. Roller ............................... 2.75 5/16"-18 x 3/4" Hex bolt (2) ............. 20 5/16" Lock washer (2) .................. 15 5/16" Headless slot setscrew (2) ........ 1.45 ea. 5/16" Jam nut (2) ...................... 15 Guide column bracket ....... : ........ 3.95 Blade guide column .................. 6.75 Guide lock spring .................... 1.50 5/16"-18 x 1-3/8" Special screw ......... 1.85 Upper long guide block ............... 6.00 Guide block bracket .................. 6.25 5/16"-18 x 1/4" Allen setscrew (2) ........ 25 Shod guide block .................... 2.95 Guide block spring ..................... 70 1/4"-20 x 1/2" Flathead screw ........... 20 1/4" Star washer ...................... 15 Upper guide bracket .................. 2.35 Guide adjusting knob ................. 1.45 Ref. No. Pad No. 70 502659 71 502730 72 120706 73 124818 74 502555 Table 75 5O2736 76 502732 77 502735 78 502733 79 5O2734 Lower Blade Guide 45 502560 46 502561 47 502578 54 120214 62 502577 63 222458 64 502656 65 502575 69 502574 70 502659 80 502579 61 502666 82 102634 83 502580 84 122017 Description Price 10-24 x 1-1/4" Fillister head screw ....... $ .30 Blade guard ......................... 7.85 1/4"-20 x 1/2" Hex bolt ................. 15 1/4"-20 Jam nut ....................... 15 Height lock handle assembly ........... 7.95 Table insert ................ ; ......... 2.85 Bandsaw table ....................... 54.50 5/16"-18 x 1/2" Nylok bolt ........... . .... 90 Table leveling latch .................... 60 5/16"-18 x 1/2' Button head screw (2) .... 20 ea. Retaining ring (2) ...................... 20 ea. Thrust Washer (2) ..................... 20 ea. Roller ............................... 2.75 5/16" Lock washer ..................... 15 Guide block bracket .................. 6.25 5/16"-18 x 1/4" Allen setscrew (2) ........ 25 Short guide block ..................... 6.00 Guide bJock spring .................... 70 Guide adjusting knob ................. 1.45 10-24 x 1-1/4" Fillister head screw ........ 30 Lower roller shaft ..................... 3.35 Lower long guide block ............... 6.75 5/16"-18 Hex nut .................. :.. .25 Lower guide bracket .................. 3.60 5/16"-18 x 1" Hex bolt .................. 20 MARK V Table/Saw Guard Assembly ~~ 32 46 70 64 ! 60 63 MARK V Rip Fence, Tool Rest and Tail Stock Ref. No. Pall No. I 505716 2 501437 3 222458 4 501439 5 504277 6 102581 7 5O3749 8 102585 9 503751 10 102582 11 501354 12 273336 13 504308 14 501539 15 120393 16 504307 6 7 Ref. Description Price N o. Cup Center Assembly ................ $11.00 17 Center-Adjusting ..................... 6.75 18 5/16"-18 x 1/4" Lg ...................... 25 19 Collar-Tube ......................... 3.00 20 Tube Assembly ...................... 28.50 21 5/16"-18 x 3/8" Lg ...................... 15 22 Tool Rest ............................ 7.50 23 Screw-Hex Soc. Set ................... 20 24 Arm Tool Rest ....................... 8.00 25 Screw-Hex Soc. Set ................... 15 26 Tube-Tool Rest ...................... 25.00 27 Rollpin .............................. 15 Nut-Double Thread .................... 90 Lock-Back .......................... 6.00 Washer-Plain 5/16". ................... 15 Spring-Lock .......................... 85 Pad No. 501483 501415 501399 122040 122027 102388 504270 504306 504305 504309 222458 Description Price Base-Fence ......................... $ 7.85 Spring-Clamp ........................ 70 Clamp-Fence ........................ 5.75 Bolt-Hex ............................. 15 Bolt-Hex ............................. 15 Screw-Soc. Set ....................... 15 Knob-Lock .......................... 4.75 Tube-Spacer ........................ 1.60 Rod-Lock ........................... 2.90 Fence .............................. 23.00 5/16"-18 x 1/4" Lg ...................... 25 MARK V Table and,Saw Guard Assembly Ref. No. Part No. 505875 1 513501 * 2 513485* 3 513486' 4 513523' 5 513524* 7 513718* 8 513504' 9 513494* 10 504249 11 5O1633 12 513627 13 51349O 14 513493* 15 5135O0* 16 513499 17 513491 18 120375 19 513496 20 513201 21 513521 22 513519 23 513520 24 513811 25 5014O3 26 504253 27 448027 28 513498 29 513495 30 504252 31 504246 32 501637 33 501379 34 501378 35 120214 36 120228 37 5O4251 38 501407 39 513026 Description Price Upper Guard Assembly ............... $59.00 Upper Saw Guard Pin-Hinge Speed Nut-Push On Pin Hinge Washer-Split Spcl. Support-Link Top Spring-Torsion Pawl- 14 Ga. Trunnion-Rear ....................... 5.00 Washer-Special ....................... 15 Screw-Cap 3/8"-16 x 1" . ............... 20 Screw-Buttonhead .................... 25 Splitter Bid. Asm. Block Mounting Support Bracket ..................... 2.00 Washer-Plain Flat ..................... 15 Hex Nut 1/4"-20 ....................... 15 Knob and Stud Combo ............... 2.00 Screw-Hex Soc ........................ 20 Guard-Rear Tie Bar .................. 1.50 Screw Guard ......................... 50 Guard-Front Tie Bar .................. 1.50 Tie Bar ............................. 1.75 Plunger-Stop ........................ 1.65 Plate--I ndicator ........................ 55 Screw-Self Tapping 10"-24 x 3/4". ....... 15 Tie Bar Guard ....................... 9,25 Screw-Qtr. Turn ..................... 2.00 Hex Head Bolt ........................ 45 Table ............................... 45.50 Hex Soc. Hd. Screw ................... 35 Insert-Saw .......................... 10.00 Bar ................................. 8.00 Spring Lock Washer ................... 15 Botl.-Hexacon ........................ 15 Trunnion-Front ...................... 9,00 Screw Soc. Set ....................... 35 Stud-Trunnion ....................... 1.75 Ref. No. Pad No. 40 12O304 41 513O61 42 504259 43 501392 44 504234 45 504165 46 504257 47 504344 48 504235 49 513014 50 504258 51 5O426O 52 513O58 53 504261 54 120388 55 5O4262 56 504272 57 504273 58 5O1633 59 180120 60 513506* 61 513515* 62 513512* 63 513511 * 64 5135O7* 65 513492 66 513865 67 513513 68 513642* 69 513510* 70 513514* 71 513885 Description Price Plain Washer-- 3/8". ................. $ .15 Handle Assembly .................... 3.00 Washer Retaining ................. . .... 30 Pinion Assembly ..................... 10.00 Wedge-Lock RH ..................... 7.25 Carriage Stop ........................ 85 Carriage ............................ 35.50 Rod ................................ 7.25 Wedge-Lock LH ..................... 3.25 Handle-Carriage Lock ................ 7.50 Shaft-Pinion ......................... 6.00 Lock-Pinion ......................... 4.00 Lever Assembly ...................... 7.00 Knob-Pinion ............... ', ........ 4.50 Washer-Flat ............... . .' ......... 15 Handle-Table Ht ...................... 2.10 Table-Extension ..................... 19.00 Extension Base ...................... 28.00 Washer-Special ....................... 15 Bolt-Hex ............................. 25 Guard-Inner Lower Saw Guard Spring Pin Spring-Compression Rod-Retainer Retainer-Cap ........................ 1.50 Washer Plain Flat ...................... 15 Screw-Soc. Hd. Cap ................... 25 Washer-Nylon Washer-Flat 9/32" Screw-Truss Hd. Hex Jam Nut ........................ .25 *Individual part is not avaiiable to the customer. For safety reasons, these parts can only be serviced by an authorized Service Center. Return your tool to Shopsmith's Factory, or visit the Shopsmith Home Workshop Center nearest you to have these parts replaced. IMPORTANT ORDERING INFORMATION For fastest service, or answers to your questions... CALL FREE 1-800-543-758~ (I n O bio, 1-800-762-7555) MARK V Headstock Ref. No. Part No. I 102581 2 501306 3 501624 4 501307 5 501622 6 504546 7 5O1303 8 511294 9 504545 10 501621 11 511546 12 50417O 13 501299 14 5136O8 15 501656 16 504238 17 504239* 18 132696 19 501358 20 513105 21 513104 22 445124 23 504190 24 139367 25 504178 26 504179 27 501320 28 504180 29 504193 30 504181 31 504187 32 504221 33 5O1645 34 504553 35 509226 36 504208 37 102581 38 504207 39 504209 40 504205 41 504206 42 504341 43 5O4292 44 513065 45 51397O 46 513458 47 504212 48 191986 49 502038 50 501643 51 501630 52 504241 53 501314 54 504172 55 501311 56 501627 57 501626 58 115321 59 501634 Description Price 5/16"-18 x 3/8" Lg ..................... $ .15 Knob-Spindle ....................... 7.75 Ring-Retaining ....................... 75 Ring-Quill Bumper .................... 35 Ring-Retaining ....................... 75 Spindle Assembly .................... 66.00 Washer-Spindle ....................... 25 Drive-Nylon ......................... 3.00 Quill ................................ 37.00 Ring-Retaining ....................... 50 Drive Sleeve Assembly ................ 55.00 Belt-Poly V .......................... 9.50 Ring-Retaining ....................... 75 Sheet Metal Screw .................... 15 Tinnerman Clip ....................... 15 Cover-Belt .......................... 19.00 Vent-Headstock NA Rnd. Hd. Mach. Screw ................. 15 Plug Button .......................... 75 Warning Label ........................ 45 DecaFSafety ......................... 50 Nut-Spring Flat ....................... 15 Bushing-Eccentric ................... 11.00 Screw-Socket Set ..................... 25 Shaft-Idler .......................... 18.00 Ring-Retaining ....................... 25 Key-Short ........................... 2.00 Sheave-Idler Shaft .................... 17.25 Belt-Motor .......................... 7.00 Control Sheave Assembly ............. 25,00 Loop-Retaining ...................... 1.00 Quadrant Assembly .................. 10.00 Ring-Retaining ....................... 30 Washer-Plain ......................... 30 Spring-Motor Shaft ................... 4.25 Sheave Floating ...................... 17.00 5/16"-18 x 3/8" Lg ...................... 15 Sheave Fan Mach ..................... 14.50 Key-Long ............................ 50 Space Sheave ........................ 75 Plate-Fin ............................ 3.50 Screw Drive 1-0 ....................... 15 Motor-115V, 60HZ .................... 150.00 Wire Tie-Plastic ....................... 05 Power Cord Package ................. 7.50 Switch-Togg le ....................... 7,50 Pan Motor ........................... 27.00 Pan Hd. Mach. Scr ..................... 15 Screw Hex Socket ..................... 90 Screw-Pan Head ...................... 25 Washer-Plain ......................... 25 Nameplate Assembly ................. 5.00 Dial-Depth Gauge .................... 9.25 Handle, Feed Stop ................... 2.75 Washer-Serrated ...................... 50 Washer Pin. 22 GA ..................... 15 Ring-Retaining ....................... 20 5/16"-18 Soc. Set ...................... 15 Set Screw ............................ 45 Ref. No. Part No. 60 501310 61 5O1315 62 274737 63 5O1312 64 501317 65 513034 66 504347 67 504234 68 504344 69 504235 70 120379 71 120373 72 504225 73 504216 74 457008 75 5137O0 76 115545 77 448027 78 504220 79 13863O 80 504219 81 124818 82 145709 83 504229 84 504217 85 501640 86 513089 87 504228 88 455862 89 513014 9O 504196 91 501359 92 513296 93 503947 94 501318 95 501631 96 5O4176 97 504173 98 513017 Description Price Housing-Spring ...................... $ 8.75 Spring-Quill ......................... 8.25 Key-Woodruff ........................ 15 Pinion-Quill Feed .................... 34.00 Washer Spherical ..................... 30 Clip-Wire Retain ...................... 20 Headstock .......................... 83.00 Wedge-Lock RH ..................... 3.25 Rod ................................ 7.25 Wedge-Lock LH ..................... 3.25 Washer Spr.-Lock ..................... 15 Nut-Regular Square ................... 15 Dial-Speed Control ................... 8.00 Worm Control ....................... 10.00 Rollpin .............................. 15 Bracket-Control ..................... 8.00 Washer-Shakeproof ................... 15 Screw 10"-24 x 3/4" . .................. 15 Gear Idler ............................ 75 Screw Set Hex Soc .................... 35 Bushing Idler ......................... 45 Nut Jam 1/4"-20 ...................... 15 Soc. Screw ........................... 25 Control Handle ...................... 14.75 Ring Retaining ........................ 15 Washer Plain ......................... 35 Washer Spring ........................ 15 Spring-Dial .......................... 1.75 Rollpin 1/8" x 7/8". .................... 15 Handle-Head Lock ................... 7.50 Spring ............................... 75 Label-Warning ........................ 25 Label-Warning ........................ 25 Nut-Switch ........................... 65 Sleeve-Quill Feed .................... 5.00 Washer-Pin Shaft ..................... 50 Handle-Quill Lock .................... 3.00 Hub-Quill Feed ...................... 4.25 Knob-Lever ......................... 7.50 *Individual part is not available to the customer. For safety reasons, these parts can only be serviced by an authorized Service Center. Return your tool to Shopsmith's Factory, or visit the Shopsmith Home Workshop Center nearest you to have these parts replaced. IMPORTANT ORDERING INFORMATION For fastest service, or answers to your questions... CALL FREE 1-800-543-7586 ( I n O hi o, 1-800-762-7555) Miter Gauge and Safety Grip Ref. No. Part No. I 222458 2 501462 3 501463 4 501471 5 501464 6 501467 7 501465 8 501470 9 132066 10 501466 11 450213 12 450219 13 45O217 14'~ 501469 15 501468 16 507367 Ref. Description Price No. Set Screw 5/16"-18 x 1/4". ............. $ .25 17 Knob-Adjusting ...................... 2.25 18 Guide-Lock ......................... 6.50 19 Lock Stud. Assembly ................. 5.25 20 Lever-Lock .......................... 2.25 21 Spring-Lever ........................ 1.75 22 Trigger ............................. 4.50 23 Washer .............................. 55 24 Screw-Machine ....................... 15 25 Stud-Grip ........................... 4.25 26 Screw-Tapping ....................... 20 27 Screw-Tapping ....................... 20 28 Screw-Tapping ....................... 15 29 Grip-Right .......................... 7.85 30 Grip-Left ............................ 7.85 31 Protractor-Miter ...................... 16.00 32 Part No. 501406 120392 504268 501407 504267 504266 501401 504300 501639 501635 273337 501402 501403 436691 501616 501409 Description Price Plug-Guide, Nylon ................... $1.45 Washer-Plain 1/4". .................... 15 Knob-Miter .......................... 4.15 Screw Soc. Set ....................... 35 Washer Special ....................... 30 Stud-M iter ........................... 90 Screw-Taper ......................... 50 Bar-Miter ........................... 14.25 Screw-Mach. Nylon ................... 40 Screw-Machine #8-32 x 1/2" . ........... 15 Pin/Rollpin ........................... 15 Mount-Indicator ..................... 3.85 Plunger-Stop ........................ 1.65 Screw-Mach. Pn. Hd ................... 15 Washer-Plain ......................... 15 Plate-Vernier ......................... 75 .. ~11--12 /4 19 30 ~"" 25 26 5 : Shopsmith MARK V and Special Purpose Tool Parts/Price List Ref. No. 1 2 3 4 5 6 7' 8 9 10 11 12 13 Part No. 115321 513010 5O4161 504153 504152 501286 504157 504156 513101 115546 120372 504162 5O4146 Ref. Description Price No. 5/16"-18 Soc. Set ..................... $ .15 14 Bushing ............................ 1.75 15 Spring-Lock .......................... 75 16 Screw-Hex Soc. Set ................... 85 17 Headrest ............................ 40.00 18 Handle Assembly ..: ................. 15.00 19 Pin-Cam ............................ 2.75 20 Handle-Cam ........................ 5.95 21 Screw-Machine Hdwr. Package ........ 1.75 22 Washer-Lock 1/4". .................. : .15 23 Nut-Square 1/4"-20 .................... 15 24 Bench-End .......................... 22.00 25 Bar-Tube Lock ...................... 2.25 Part No. 120382 138245 504264 504158 504143 115321 504145 456826 504163 504291 504293 501193 Description Prlc~ Washer-Spr. Lock .................... $ .20 Screw Cap 3/8"-16 x 1-3/4". ............ 15 Tie Bar-Way ......................... 10.25 Shaft-Lock .......................... 3.50 Arm Base ........................... 22.50 5/16"-18 Soc. Set ...................... 15 Base ............................... 25.50 Rollpin .............................. 15 Bench Pipe .......................... 22.50 Arm Lock ........................... 8.25 Pin-Base Arm ........................ 5.75 Tube-Way ........................... 30.00 MARK V Headstock 1--_.__ ' . APPENDIX "B" Drilling Vessel Description A. Con:rector Na,-.e: Kevdril Company Da:e:. 9/11/81 Readguar:ers A~dress: 2000 Capital Bank Plaza, 333 Clay Street, Houston, TX Telephone: (713) 754-311/a!ex/%-,~: 762-797 Cable: N/A Local Office Address: N/A Ce Telephone: N/A Telex: N/A .Rig Name/Number: KEY SINGAPORE Previous Names/O~ners: N/A, new rig TUX: N/A ._ C!ass.(aBS,Ll~yds, DnV): ABS~_;i-A Insured Value: N/A Coumtry of .Regis:fy: U.S.A. Date of Las; Condition and Valuation Survey (attach copy): New const.. .,, Da~e of Last Annual (Insurance) Condition Survey (attach copy): New const. Date Nex: Classification Survey Required: Early, 1983 · Does Unit have curren~ Certificate of Financial Responsibility? Platform Specifications: _ 1.' Hull Dimeusions: No 'X a. Length (not incl. Ha!Ipor:): b. Beam: 200 243 ft. c. Height (bottom :o main deck):, , 26 ft. d. Huight (,~.ain deck to top Jackhouse): 26 I~dependenc Legs O~y: Diame:er of Spud Cans: 46 Heigh: of Spud Cans: 24 Total Suppor: Area: 5430 N~T supported Ual:s O~ly: Length of ~: N/A f:. Width of ~:, N/A ft. HelEh: of Y~: N/A _ To:a! $uppor: ~ea N/A ' ft. ft. ft. sq.f:. Maximum allo~:able I-~clina:lon of Ma: ~hen jacked on location and drillln~_ N/A degrees. ~ No. of legs: 3 ; .. b. No. of vet:Ica! :hords per leg: 4 c. Overall LeE -e..g .... 410 f=.; 4. Leg '-eng:h (ocean :ow): 310 During Ocean Tow: 12.63 f:.; e. ~eE LenE:h (flald ~o~): 410 f~.; During Field Move: 23.81 f=.; f- ~m~, allowable leg pene:ra=ion: Overcan: N/A O Leg Dis:ante be!o= hull LeE Disuance 'below hull 75 ft.; (Check) Low Pressure Rating: N/A ~/gh Pressure RatinE: N/A Low Pressure Rating: N/A · High Pressure Rating:_ N/A 3. Temperauure Speclficauions: Minimum Air Temp: °F Miuimum Wa:er Tamp: 'F · 14°._._F 14~°F _28°F 28___~°F Jacking _14°F __28°F _ (No ice) Jacking Sy ste~: Mfg/Design: LeTourneau No. of Jacks or motors per'Chord: 4 Total Jacking Capaclry: 7600 Total Holding Capactt7: 8225 . Jacking Speed (lowering legs): 1.5 ,, 'Jacking Speed (eleva=ing hull a: maximum weight of 1.5 f t/m/n. ~ ,, Per Leg: 16 tons 15200 kips toms 16450 kips f :/~in. , 7600 tons) Paul Borg Brad Patterson Lewis Wells Grade and Yield Strength of Steel Derrick: Jacking System~ Dec~ Plates: Structural Members (hull): Structural Members (deckhouse): Legs: Vertical Chords; Bracing Members; Ylel~ Strength Grad_____~e ksi A-36 _ 36000 min,_ N-20 70000 _ C-23 M_ 42000 __ 34000 Grade A 34000 Grade A 34000 N-20 70000 N-30 85000 M&N 85000 j/ 1-r~n. ~ ~ -~ :e~r eieva:~mn ~nd speed (k:z); ~x::ene ~e ~elgh: (~:.); Period (se~s.); wave !eu~:h ir:.); ' Survival_.Ccndi:iozs For Various Wa:er Depths: SOO Drilling Mode 200 .I00 .!00 mi~/hr 35' 15 125 mi/hr 100 mi/t 50' 40' 15 15 0 0 0 0 50' 35' 0 0 0 0 Wave Crest Zlevat!ou (fr.); Storm Surge (ft.); Tide (ft.); Air Gap (fr.); Current: Surface (.kcs.) 30' ~ , 0 Sottom (kts.) Profile (e.g., straight, parabolic): Substructure Position (check one): N/A Area Survival Condi:ions for: ~urrlcane Season (Gulf of Mexico) Or Year Roun~ for: M:Ln:L:~n: Water Depth: 25 ft. (check one) Ma~ Water Depth: 300 ft. (assu~ing zero leg penetration). Retu:~ Period (yrs.): 10 50 Water Depth (fr.): l-m~n. 10. meter elevation wind speed (kts.): Extreme Wave Height (ft.): our. i00 _ Period (secs.): Wave Length (ft.): Wave Crest. Elevation (ft.): Storm Surge (ft.): Highest Asuromom~cal Tide (ft.): ~Lr Gap (ft.): Currea:: Surface (kts.); So:tom (kcs.); t ?rofi~e (e.g. s:ralghu, parabolic); Subsuruc:ure Posi:iou (check one); Area Survival Condi:ions: Non-Hurricane Season (Gulf of Mexico) Or Seasonal: ~ (check one) our -Minimum Water Dep:h: f:. .Maximum,Wa:er Depth: 'fr. (assuming zero leg penetration) Re:urn Period (yrs.): 10 50 Wa:er Depth (f:.): 1-min. 10 meter eieva:lon wind speed (krs.): 100 Exureme Wave Height (fr.): Period (sees.): Wave Length (fr.): Wave Crest Elevation (ft.):' Sror-~ Surge (f:.): .. Highes: As:ronomical Tide (fr.):. _ A/r Gap (fr.): ' Current: Surface (k:s.); ,,, Bo:rom (kts.); Profile (e.g. s:raigh:, parabolic); Subs:ruc:ure position (check one) in c. .Maximum Hull Weigh: gequired a: Preload (kips):_ 25900 d. Soil Bearing Pressure a: Max. Preload (s.tons/sq.f:,): 2.3'8 e. Required Weather Window: ou= Engaging Legs :o Sea floor (Seas 'less than 5 ft. ) TAme requlreE for Preloading (hrs.): 6 to 7 Lowering hull and disengaging legs from sea floor (hrs.): Welgh:s and Cen:ers of Gravity: a. Ocean Tow (Across A:lan~lc or Pacific Ocean): 0 to 36 I0. 11. © g. Shali~-' Wa:er De.~th (Area-Survlva! tonal:rio.us): N/A ft. Variable Load: .N/A s. tous ..-.~=.x~=~'- Variable Loaf: N/A s. :ocs _ Deep Wazer Depth (Area Survival Conditions): N/A ft. Variable Load: N/A s.tons Maxi=u= Variable Load: N/A s.tons i. Design Ymxlmum Praload: 4850 , Design Lini:s Going on Location: (Combined Conditions) a. Engaging Legs :o Sea Floor amd Elevating Hull: s.:ons Avg. lO-min. Wind Speed @ i0-meter elevation:_ N/A kts. .Max.'Wlnd Gust @ 10-meter Elev: N/A Provide a curve showing safe and unsafe opera:ion as a function of wave height and wave period for both bow and beam seas. .Maximum Surface Currents: N/A kts. If ~a:a are available for different soil shear streng:hs amd :hug differen: leg pone:re:ions, provide :he above da~a for.the different conditions. b. Lowering Hull amd Disengaging Less from Seafloor: (Combined Conditions) . ..., Avg. 10--u/ri.Wind Speed @ 10-meter Elev: N/A kts. ' .... Max. Wind Gus: at 10-mater Elev: N/A kts. _ Provide a curve showing safe and unsafe operation as a function of wave height and wave period for both bow and beam seas. Sea__~s Mzxi~ Surface Current': N/A kts. · If data are available for different soil shear strengths and thus different leg penetrations, provide the above data for the different condttious. Quarters to Accommo~a:e: 88 persons · Quarters required by rig crew & rig owner - supervisory personnel: 65 persons Helicopter Deck: 70 ft. x 70 ft.; Can handle following type helicopter Sikorsky S-61 Helicopter refueling capability: None Static Angle of Inclination in worst direction before dipping he!Ideck pla~Ing: 20 12. Sewage. Treating Unit: 13. Drilling Sloe: N/A 14. Mooring System: No. of Anchors: 4 degrees. M~g.: Demco Capacity: ft. wide x ft. long. 160 man , Anchor Ueight:lO,O00 lbs. , Weight (s.:ons) 8236 2575 Legs (specie' posi:iou) & submerEe~ man, if applicable Spud Can or ma: wauer (if carried) Fixed & Basic Loads & Subs:rna:ute ,Maximum Variable Load To:al Transi: Condition Traasit Draft Long Moves in the Gulf of .Mexico: Lighzship Legs (specify position) & submerged mat, if applicable Spud Can or mat water (if carried) Fixed & Basic Loads & Subs:rue:ute Free flooding type 764 -- 2000. -- 1O50O 54 27.5 Weigh: 8869 KC fr.. 3340 -- Free flooding type 764 Maximum Variable Load 2000 To:al Transit Condition Transit Draft ~/nimum Draft (Legs fully up) Field Moves: Lightship Lggs (specify position) & submerged ' ma:, if applicable Spud Can or mat water (if carried) Fixed & Basic Loads & Substructure Mar2Lmum Variable Load To:al Transit Condition Transit Draft: Minimum Draf: (Legs fully up) : Max. Variable Load (Raising & Lowering): Maximum Variable Load (Drilling): Minimum Variable Load (Design-Survival): Maximum Variable Load (Design-Survival): 10500 27.5 27.5 65.2 Weight (s.to=s) ~ fE. 8869 3340 '-- ,. Free flooding type 764 2000 -- 10500 65.2 , , 27.5 27.5_ ft. 2000 s.:ons 'lO00 s.tons 0 S. tons 2000 s.tons Col:::~ent s -~ · From kee~, i .. . · ., From keel .~.=chcr L:-_e Length:, 2~00 Anchor Type:__ Stock!ess Holding Capaci~' cf ft., St=__ Load on each winch: Soil Ty~e: Type and weigh: of anchor buoys: Cylindrical Can Anchors 5e wan or recovered ~ conven:iona! Yes X No Mobillzaulon: i. Self-propelled: Yes X 2. Propu!slo: assls:: Yes rated HP of each: bP' 5. Tow requirements for field No If yes, speed k:s in calm sea. No If yes, No. of thrus:ers: No. of tugs: 3 hl~um brake KP of each:. 5000 hp ,, _ Tow speed: 5 knots in calm wa:er Maximum surface current unit can be held in with =his HP wish legs jus: above bo=tom: ~a:er Depth (fo.) Curren: (k:s.) Does rig provide chain pennants for Cow and hook up? Yes Clench plates: No X Design Load Number& Type _ (S. tons ) Location Smit 100 3-bow 4~ .Smit _ 100 ' _Stair 100 Tow requiremen:s for Ocean Tow: 1-port stern 1-stbd stern No. of tugs: 1 Minimum brake RP of each: ,, Tow .Speed 5 k:s. in calm water. 15000 Maximum En~ronmenua! Conditions for Towing (field moves): Avg. i0--mAn Wind Spee~ a~ 10-me=er Elev.: N/A kcs. Max. Wind Gus: ~ 10-me:er Elev.: N/A kts. Max. Wave Height:_ N/A Slgnif!canc Wave Height: N/A Corresponding Wave Period: N/A secs. ~xinun Surf&ce Ze:k Cranes: i. Ca~aci~.: 40 3oo: Length: 100 2. Capacity: __ Boom Leng:h: -- N/A knots. shot; :ohs -: =inA=un radius plus 3~ · ft. Cradle Provided: Ye~ X No shot: :OhS aT ~ini=um radius plus 30 = fr. Cradle Provided: Yes -- Drilling Equipment: 1. Rated Drilling Depth: 2. Draw works and drive: 30000 ft. National 1625 DE, GE 7525 (4 total ) Auxiliary. Brake: .Main Power Plan:: \ Baylor E1 Mago EMD 16 Cylinder (3 total) .Main .Mud Pumps (No., Type, & HP): 2 National 12-P-160, 1600 HP each Hud Mixing Pumps:_ 6 x 8 Mission Centrifugal (two) 7. Shale Shaker:__ Brandt Tandem Screen .... ~: Demander: Brand t .. ,/ 9. Desil:er: Brandt 16 Cone 10. Degasser: Swaco il. Hud .Monitoring Equipment.: Provide a de:ailed description of all con:rector' suppplied flow-show and pi: level recording equipment and monitoring s:a~ions: Warren Flow Show (Flowline), Warren Tank Totaliz.ers (4 Pits) BOP Equipment:_ 13 3/$? 5000 psi hydril annular _~8" 10000 psi Cameron Double Ram 13__3~_~8" 10000 psi C~meron Single Ram 13. Diver:er Schematic: Include all spools, lines and valves. Indicate ~he size working pressure of all equipment and how ~he system is actuated, i.e., at driller's station wl~h valve opening before Hvdril closes, lines open a: all times, e~c.:_ ?g 1/2 MS~ 500 Hydril 14. Rotary Table: National Max. Support Load:_900,0001bs. 15. Substructure: LeTourneau (Variable w/1250 kips max) 16. 17. 18. I9. 20. 21. Y~-xi=u~ Se:back Load:. Mm s :,' De r r_ ck: 450,000 lbs. Pyramid ~eslgm 'Ji-f Speed: Maxi_-u= Ecok Load: 100 kcs. e=p:~.' 30 kcs. w/full se:back !, 044,000 lbs. For Cantilever Ur.i:: Provide cu~,e showing load limits on can:ilever for various distance~ canted overside vs. ~ind speed loadings. Can equal loading be main:al,ed on all legs wick cancilever fully, oucboard by. dis:ributing available variable loads? Yes No ..... X ' ~ no, how close can LCG be maintained to =he cen:roid of the iegs~ desert:lng Unit::_ Halliburton glen:rice!. Loggin~ Uni:: ' Schlumberger OSU-F Mud Logging Uni::_ Space and HQok-up orovided on.iV Drill pipe and Drill Collars:_ 10,000 ft. 5" Grade nE", 4000 ft 5" Grade 27- 6 1/2' D-C, 24-8' D.C. Drill S:ri=g Randling Tools: For contractor's tubulars Z2. Fishlmg Tools: For Contractor's tubulars 23. Casing Han~!ing Tools: None G. $:orage Capa¢i:ies: I. Bulk Mud: 4000 cu.f~. 2. Bulk Cemen:: 4000 3. Liquid Mud: 1400 4~ Fuel Oil: 3122 bbl.. ac:ive system bbl.; Approx. usage. 5. Drilling Wa:er: ~000 bbl. 45 15 0 * bbls reserve system 'bbl./~ay drilling bbl./day under cow - bbl./day under propulsion (self or assis:) 6. Potable Wa:er: 1500 bbls.; Approx. usage 170 bbl./day Desaliniza:£on Uni~: Aqua-chem Capacity: 335 bbl/day *Active system can be varied depending on valve setting. Mud not in active system will be in reserve system. Active plus reserve equals 1400 bbls. ... ® 0 ; :.'-~'!7'"i.~'3~"~' E. ~:--u.-.laa:ion 'Zcui~zam:: Two $SB 1000 watts, multi-chan marine radio '. ~¥ '- . . · · .)f. !.:/~c... " aircraft radio, five portable marine radios .~. ~ !~... Knv:ronmenual MouiuorlnE Systems: winds: Insurumem:: Yes, but model unknown 2. ~aves: Type Readout: -~--- ~anse: ..... Instrument: NO Type Readout: kts/mph (circle one) ~auEe: 3. Currents: Ins=rumen:: No knots Type Readout: .... 'Range: ' ------ 4. Air Temperature: X Yes No 5. Water Temperature:.. Yes X No 6. Wet Bulb/dry bulb: Yes X No 7. Barom~:ric Pressure: X Yes No Means of Combau=ing Superstructure Ic~'~g.: None Enclosed ri~ floor witP heat, enclose monkey board, heated, quarters L. Diving Faci!i:ies: None Other Equipment, Machinery, Rig Description: See A??~ndix A of contract wi th Chevron Personnel Survival Equipment: ~ w~e~rmraft ~ ~an 1 ~.f~ 4 - ~ man B.F. Goodrich Davit launched rafts,.. 5 - 20 man Swetlick inflatable life rafts. © © ~ke ~escrlp:i:n of :ke sai: ua:er sy. stem should include pumps, type hose, amd =ct:les. T:.e fescrlpuZot cf :he ck,=itel extinguishers s~ · · ~ ~ · - i.ou~: .mc.uae the ~-vpe cie=deal, ~efgf:, anf class cf fire f=: u~i:h i~temfeC. ~ot ava£iable as'yet. .... e.e_._on \ Q. A ~lam view a:f/or el.va:itu view of :he rig describing deck draims and sumps and indi=a:ing an?.- equipment :h~: includes drip pans and the ~rocedu:es for handling pollu:lou couualned by. drip pans or sumps. Describe any special equlpmen: or procedures use~ :o bmndle oil-base mud if applicable. Vessel Descr!pulon: !. Imclude ?it:ute of Vessel. . Schematic of drilling demk and layout of mud equipment, pipe racks, logging uti:s, cementing equipment, storage area. Schematic of side view of rig Showing mud ma:, spud cams, legs, barge derrick, ha!iport, etc. Mooring System for Supply Boats:_ Two nylon lines tied to legs T. Ue Ba~hymetric: Sidescam Diver Walk: Coring: Magnetometer' Survey ~aquiremauts before going om location: Some locations X ,. For slot type u-elis, specify Type of Texas deck fi:ted & rig up or rig dow~ ~lme required al:er or before :ow: N/A hfs. Name of Survey Eouse which would need to approve location if unit contracted for (e.g., Noble Denton, J. K. Tyuan, Matthews Daniel) Noble Den ton D~ FIOM $~d~' ~lfuCtult -- (., il flll~ vt. t4 ~ il at · P~! Alt Cliff4) V- Uuo~ Ra~4~ S~le BOIrD~, Ali. . · Pd F'nr~ ii. ll~llll..., I'I.L! · /, OUTBOARD PROFILE MAIN DECK LAYOUT OVERALL DIMENSIONS -- 71'""0° ' " ' 't 9'-3 1~ PLATFORM 158 Bow Cr~ne- ~ MAIN DECK LAYOUT l, Jte Rltt ,.-. '- Fawlead L 3 . A/C Unit .. ... . :. ,:, ~. ';'.:,~", .?%:, · :.-. ;;,,' ~:' ,,~'...... · , .. .'. . . Sam Wt~ Ski~3~ PLATFORM 158 Port Att Cra~e Ivkx~ng TubJ · MACHINERY DECK LAYOUT Dieset Fuel ~ R&w Wtr.UI3 Sea Chest' Wtr. Maker, Air Recvr; Aa' Coral3. 75 H.P.~ 480 'V. Eiev. SWB[ AY Com~ 5O Mucl Mix Fire L~tlng Workben¢~ Chess Column =re Tk. Air Hancllmg Unit ~LATFORM 158 .... IL JII II IIIII II i _ i i ii I"&111 "1' II I II INNER BOTTOM TANK LAYOUT LEGEND LEGEND Tk. NO. I FuI Def3~ Multi F~$e lateloa0 or Dral Water Tk. No. 2 Fu~l Deoth Mu~ti Purpose Preioao or Dra Water Tk. No. 3 Fu~ DeDU3 Prelosct Tk. No. 4 Full Del3th Preioacl Tk. NO. 5 Full Del3m Dra Water~ Tk. No. 6 Full Det3tn Dr~ Water Tk. No. 7 Full OeOth Preioad TX. No. 8 Fug Depth Pre~oaO Tic. No. 9 Dntl Warm, 'rk. No. 10 Dril Water Tk. No. 11 FreaJ~ Water Tk. No. 12 Fre~ Water No. 13 Void No. $4 Vcm:l Tk. Nc3. 15 inner Bottom Dr~l Water TE. No. 16 Inner Bottom DriJl Water Tk. No. 17 Fuel Oil Tk. No. 18 Fuel Oil Tk. No. 19 Fuel Oil' Tlc No 20 Fuel Oil T Tk. No. 17 .... F~OI No. ,13 Void 114 No. 14 Void 12 · 16 No. 23 Void \ . \ \ · 'No. 25 Void Tk. No. 37 F~ Del=al F'rl~oad No. 27 Void 17 No. 28 Void 18' Tk. No, 29 Dirty Oil 19 2O No. 35 Void 21 22 23 2, No. 34 Void TV,. No. 10. DrY, Wstar' l'k. NO. No. 23 V0,3 No. 2,{ Vo~ No. 25 Vo~ N~. 26 VO~ No. 27 Vo~ N~. 28 Void ~.29D~yOt ~. 30 Vo~. ~31 V~ ~ ~ 32 ~ Wat~ ~ ~ 33 ~ Wat~ ~. ~V~ ~. 35 Vo~ ~.~. T~No. 18 Fuel Oi No. 26 Void · . . . . Drll, Watec No. 24 Void 21 Ful~ Depm 22 Fu~ Depth / - Tk. NO. 36 Fu~ Depth Prek~d Tk. No. 39 DeDth F~eload 2,' Tic. No. 41 TI(. No. 40 'rk. No. 38 26 Ful DeDm Preload Ful Depth Pretoad 27 PLATFORM 158 :. III J I II .848Z-80 SAFE PI~\TFORH SINGLE AH?LITUDE ' ROLL ANGLE AND 'P£RIOD FOR GOING ON LOCATIOM ' [lO'fl:~: Ai'~Y CO~..IBIIIAT¥O;IS- OV S r ' ^I.IPLITUi)i:. ?'¥l'cII ^l-lCl,i~ A;I',) i~i~RITM F^T.[,'i~I.iG Bl.'.l,Ot.! YIIi.; A?,I',I~Oi'i(T^Ti~ ~-IAT~IL DI~I>'['Ii CUlt. Vii; 'iS IIUI,I., 1'10. .37 .31 I ~013 37 ~)c&z~r (kLps) e. .. APPENDIX A PART I: CONTRACTOR FURNISHED EQUIPHENT 1. Drilling Unit 2. Drawworks ' e Drawworks Brake 4. Mast 5.. Traveling Block 6- Hook ' · ,'. ' :.% . 7., Travel Block Safety · " . :.~.'..-,,.' ,. . ','-.> .,. 2.. ,. '~.~.'~,' "" · ' .~., · .~ ,.. :. 8,*:'.:-' .swivel . . .....,,,.., ."i .."... '. · .'Rotary. Table · , ... , 10.. Power Plant 11. 12. Emergency. power. ., Air Compressc. r . . , , , . · :· 13..; A. ir. Dry er , .. 14. Emergency Air Compressor 15.. Mud Pumps Key Singapore Self-elevating, three-legged class 116 cantilevered LeTourneau design National GE-752 motors 1625-DE driven by two Baylor 7838 Pyramid ' 147 ' base having Capacity of Elmagco brake high X 30' X 30' static hook load 1,044,000 Pounds National 660 H 500 Byron Jackson 5500 Crown-O-Mati c · NationaI P-650 National C-3'75'-- independent driVen by GE-752 motor Three (3)' EMD model at 2200 bhp 16E8 rates. CAT model 3412 to power AC generator 320 KW- ~ · .. . Two' (2) Sullair model H10AO-2 single ..state' rotary screw Model PS-1000' refrigerated· rated fo~- 960 cfm ' Model B552/ST?A powered by Liste diesel engine Two (2) 1600 hp. National 12-P-160 each drive-~by two (2) GE-752 motors, charged b~ 6 X 8 centrifuga~ 16. Shale Shakers Two '(2) dual screen Brandt 17. Desander Two (2) Brandt each having two cones ',' ' ,t,8. Desilter -~ , ~ i9. Sand Cleaner One (1) Br~t having 16' cones Brandt dual having 16 cones with underflow discharging onto ultra-fine screen 20.. Mud Tanks Two (2) separate systems: 1. three main tanks and slugging pit located in hull 21. Agitators 22. Pit Level Control · · 2. five small capacity tanks located on m-~in deck _ ~ · 3. trip tank ~...' .... Six (6) Brandt model MA-10 ' · · Warren' s Barrel-O-Graph.. Two (2) separate systems, complete with recorders: ., 1, three pit totali~er for tanks.. · 'in hull .- .... .....-- ...... 2. .singie pit indicator for 24. ChemiCal Mixers Tw~ .(2) jet mixing hOppers. _ ~ one. having 70 cu. ft. bulk tank ' mounted over hopper · '~. 25. Mud Laboratory 26. Distillation Units TWo (2) Aqua-Chem model S300- 300 gph. per unit 27. Dry.. Bulk Storage 'Eight (8). Halliburton tanks each ""~"'..."-' 'wit]% 1000 ft.3 capacity. One (1) "~ .... transfer tank of 150 ft.3 for ...' ..-. handling sack material. . 28. Deck C~anes - Four (4) L~Tourneau 45 ton ca~ 29. Weight Indicator Martin Decker model WLA-100-P 30. Deadline Ancho~ National type EB 31. Drilling Line 1-1/2" size 32. Sandline 16,000 ft. of 9/16", ~diameter 33. Standpipe and Rotary Dual system having 5000 psi Hose -woxking pressure . . . . 34. Kelly. Spinner 35. Kelly International model A6C-2 5-1/4" hexagonal by 40' length 36. Drill Pipe 10,000 ft. of 5" OD grade "E" X 19.5 ppf. having 6-3/8" OD tool joints X 5" XH connections 37'. Subs 38.. inside Blowout' Preventers 39.. Drill Collars 2. 4,000 ft. of 5" OD grade "G" X. 19.5 ppf. having 6-3/8" OD tool joints and 5" XH connections . 1. ·Crossover for Contractor's . 2 drill string '...~ - , -.... 2. Bit subs bored to accept float Units to fit Contractor's drill pip'e/ and drill collars (Chevron. specs.) · 1. 27 - 6-1/2" OD X 2-13/16" ID X 31' long Zipped groove with 4" IF connections "~ '~'~ '" ' 'i(.':...:i:..-....ii,'.:.:..i.;:i::.-:ji?.i.~-:~,_.~.r'~ ......:,... ..... long'zipped" gro0ve~ 'Wi ~.:h' '!i:.:.?'~,' ~ii Fishing Tools 41. Wire Line Unit' 42.. Deviation Instrument · · · . · 43. Drilling Rate Recorder . . 44. Choke Manifold' 45. Welding Machine · · 6-5/8" API regular' connections"" :....:.; overshots and taper .tap to fish' for Contractor's drill pipe and drill collars Mathey 25,000 ft. of 0.092" line." One (1) Totco 0-8 degree and one (1) Totco 0-16 degree two ~ ~oint recorder .... Totco seven pen model. 3-1/16" X 10,000 psi wo. rking. .. pressure One (1) Lincoln electric and one (1) Lincoln diesel. 46.. Environment Instruments Anemometer, thermometer and o barometer .. · ~. 48. Flo-Sho Mud Flow Warren pneumati'c 49. Rotary Torque Gauge Totco 50. Drill Collar Torque Drilco EZ-Torque 51. Cup-Type Tester 52. Degasser 53. Blowout Preventers Cameron .. Swaco ° -. · . ·" ' · ', ": !.'-.:' :' ~: i:i.'!' Make Hydrit, type. MSP, size' 29-1/2.",. test 500 psi :. .....:-. · : ". .. ' - -:.~:' Make Hydril, type GK, size 13-5/8"' 5, 000 psi working pressure "::'-,'-'"..:~-- Make Cameron, type "~" single, size 13-5/8", 10,000 psi working pressure .... ." ;, . .',' . . . - · ' .'. '-. ~.'~ :.L?.': 3.1 Make Cameron, type "U" double, ,. · .. .... size 13-5'/8", 10,000 psi. working." . - · -. .... . .... : ': . ,-'., .'.' .....~'. ' ." '~ · .iii..' ':' '7 .' "' , 4 . . .'.- ' ., ..., ..... . , ,... ,, .:'...'-. . · :'..--.". ..... . .'" .... '"' ': "" ,' ,i..:.::~ .:..i:..i.:.ij...r.' . -' TW0u'.i"'('2')."' dive~er lines.' with --- ' '~.' :'" ~'.:. '."j'".i :i", !:~.'i':, ': ' ..:...:..-.... ;- to. Selectively'. divert flow.' tO: down- · '~"" ' ' ' , ·-.. ' ' .~ ,a ' ,' '.- ..... -.. --.- wind.side, of rig and flexibl~. '""...,-'::':':'. · -'" ' ..L- ' ': connectiOn piping below 29-1/2"";'.i':7>'55/'.i'7 54. Kelly Cock' 55~ BOP Closing Unit Normal replacement of seals, ram · : rubbers and other BOP parts ..{except" -..:' replacement Hydrii rubbers} .,,'" .,-'. . . ' . .. '. ?..~ -;: . Pipe"rams to' fit 5" and 3-1/2" drill · .- pipe .' ..... ....:..... .... '.'.,' Blind"rams 'for' one closure '"'"'":~7":"ii!i'~?:'"?, ,, Om s c 0.' . , '.' ~' ':" ';'-',..:":' ~ · · ,' :. -'<- '" : ' "'.' ' "~' ' .' ' ,:~:' .7. ' Koomey, model 243-20, capacity. 2'40 ' gallons, 3000 psi working pressure, with electric and air powered 'pumps., and with remote station. All piping to be 1" steel with flexible · . chicksan with 450oF temperature packing ~ · GaitrOnics 56. Intercom System 57. Air Hoists Six (6) total Ingersoll Rand, two model K5UL mounted on rig floor, · two model K5UL mounted on sub-base, and'two K5UL divided c.£um mounted on sub-base for operation of travelin~ cellar 58· Helicopter Deck 59. Quarters 60. Generators 61.. Storage Capacity o 62.. Anchoring Syste~n Designed to support a Sikorsky S-6i equipped with wheels, complete with lights., safety net and fire extinguishing equipment Air conditioned acconunodations for 88 persons, two change rooms, two recreation rooms, two laundries, hospital, galley, music and intercom throughout Three (3) EMD model AB20-6 of 2625 KVA, total of 6600 · Drill Water 5000 bbl. Drinking Water 1500. bbl. Fuel. 3000 bbl. . Sack Storage 5000 cu.ft, Dirt~ Oil 50. bbl. Four (4) LeTourneau series 63 Anchors Four {4) five ton .'." i : .... ' ....... ' ' ' °' ' ' ' ' '"" ' "' ~' ?' '."72":?...-" · -:i ...-,,..' ..... :. '. . , ?.u .: :,'' .. '"'.' ?":'[i,::.:">~' ...': ""~:' ...... -65... Maximum Pipe Setback ~~--~d~pound or 178' s~ands of '-..' :"...: .....:.....~.~!:-.~.:. .... : ........ :"'"::""' ~~'~~ pipe along with 9 stands · of 8" OD drill collars ."-.. 66. Maximum Rotary Load ~~. capacity .' · '67. Stabbing Board Adjustable via air poWered motor .. · ~ from 21' 7" · to 42.' , 7" elevation · , 68. Substructure. Movement To .skid over driltin area of ' . '"'" ' :' · .' "'..~" 15 ' X' 15 ' " 69. Cellar. Deck Adjustable via air powered air .' ...... winches mounted on sub-base . , . - . 70. Drill Pipe Safety Valves Inside BOP valves for 6-1/2" and · 8" drill collars. and 5" drill .r, pipe 71. Safety Signs,. Stair- As required .. 'threads, Hats, Gloves ~ and Cove.rails . 72. Spare Parts All spare parts to keep Contractor's equipment in good operating order .. · .·. · / · 73. Cementing Unit 74. Waste Plant 75 .. Li f eboa~ 76. Permit Information Halliburton twin HT-400 if Operator uses the Halliburton Company for cementing services. Otherwise Operator is required to reimburse Contractor for rental rate in effect and maintenance of cement pumping equipment. Demco suitable for 166 men normal usage Tw~ (2) Watercraft each .for 44' men - . o Rig and equipment information, emergency procedures and engineering (technical) information necessary ' . to. obtaining permits ~- . .. APPENDIX A SURVEY SUMMARY AND NAVIGATION LOG FIELD LOG SUMMARY During the period of 2~-25 October 1983, four Mini- Ranger transponder stations were installed, the survey and navigation equipment was installed onboard the survey vessel, and the vessel was launched. On 26 October 1983, equipment installation and testing was completed and the survey commenced. Lines 1-3 were completed using sidescan sonar, fathometer and sub-bottom profiler before the increasing sea state forced an early end to the day's operations. Operations were cancelled On 27 October 1983 after traveling to the survey area and discovering unsuitable sea conditions (6-7 feet). Lines & and 5 were completed on 28 October 1983 before discontinuing operations due to sea conditions. Traveled to the survey area and deployed sidescan sonar, fathometer and sub-bottom profiler on 29 October 1983. The sub-bottom profiler~ (Boomer) power supply failed prior to start of survey. Aborted survey to repair equipment. No survey operations took place on 30 October 1983 while equipment and spares were located and repairs were affected. Continued with survey on 31 October 1983. Completed lines 6-18 using sidescan sonar, fathometer and sub-bottom profiler. Line 13 was aborted due to strong current° Traveled to survey area on 1 November 1983, before discontinuing operations due to sea conditions. Traveled to survey area on 3 November 1983, and deployed equipment. Sub-bottom profiler failed priot to start of survey. Attempted repair and redeployed (HRB] but sub-bottom profiler failed again. Attempted repair again, but was unable to correct the problem. Aborted survey and returned to dock to repair sub-bottom profiler (HRB). Commenced survey again on 4 November 1 983, using sidescan sonar, fathometer and sub-bottom profiler. Sub-bottom profiler failed, but completed lines 22-32 using sidescan sonar and fathometer only. Repaired sub-bottom profiler in EG&G workshop on 5 November 1983, then traveled to survey area. Completed lines 33-39 using sidescan sonar, fathometer and sub-bottom profiler. Unable to continue to to very strong tidal current. Completed survey on 6 November 1983. Lines 40-&4 were run using sidescan sonar., fathometer and sub-bottom profiler. Demobilized vessel and equipment on 7 November 1983. NAVIGATION LOG COOK INLET DRILL SITE SURVEY Line Events Start End Time Start End Offset Side Scan Direction Meters Lay Back Comments 22 596 645 1040 1114 23 646 694 1117 1135 24 695 744 1139 1206 25 745 769 1218 1228 26 770~ 819 1243 1309 27 820 ~ 842 1317 1329 28 843 867 1334 1346 29 869 892 1352 1405 30 894 940 1418 1432 31 941 987 1440 1526 EAST 900S 30' WEST 750S 30' EAST 450S 30' NORTH 2400E 30' WEST 0 30' SOUTH 900W 30' NORTH 600W 30' SOUTH 300W 30' EAST 600S 30' WEST 300S 30' NO UNIBOOM NO UNIBOOM NO UNIBOOM NO UNIBOOM NO UNIBOOM NO UNIBOOM NO UNIBOOM NO UNIBOOM ~NO UNIBOOM NO UNIBOOM NOVEMBER 5, 1983 33 1037 1079 1155 1214 WEST 34 1080 1128 1218 1248 EAST 35 1129 1177 1256 1319 WEST 36 1178 1201 1328 1338 NORTH 37 1202 1226 1342 1356 SOUTH 38 1227 1251 1403 1415. NORTH 39 1252 1301 1440 1456 EAST 150S 450S 750S 900W 600W 300W 300S 30' 30' 30' 30' 30' 30' 30' NOVEMBER 6, 1983 40 1302 1231 40 1340 40 1348 1320 41 1349 1397 1331 1359 42 1399 1421 1408 1419 43 1422 1445 1432 1445 44 1446 1491 1459 1603 EAST EAST WEST NORTH SOUTH WEST 600S 600S 600S 900S 0 2400E 0 30' 25' 25' 25' 25' 25' 25' NAVIGATION LOG COOK INLET DRILL SITE SURVEY Line Events Start End Time Start End Offset Side Scan Direction Meters Lay Back Comments OCTOBER 26, 1983 1 1 23 2 24 46 3 47 69 1300 1319 1322 1330 1334 1350 EAST WEST EAST 900N 750N 600N 40' 40' 40' WEST HALF WEST HALF WEST HALF OCTOBER 28, 1983 4 76 100 5 101 124 1222 1236 1241 1254 SOUTH NORTH 0 150E 40' 40' 6 125 138 7 141 166 8 167 191 9 192 216 10 217 242 11 243 267 12 268 296 13 297 300 14 301 330 15 331 360 16 361 386 17 387 412 18 413 438 1033 1042 1051 1102 1113 1125 1131 1142 1150 1203 1209 1222 1318 1348 1351 1352 1402 1430 1446 1505 1519 1532 1535 1546 1549 1604 OCTOBER 31, 1983 SOUTH NORTH SOUTH NORTH SOUTH NORTH WEST EAST WEST WEST SOUTH NORTH SOUTH 300E 450E 600E 750E 900E 1200E 900N 750N 750N 600N 1500E 1800E 2100E 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' 40' EAST HALF ABORT DUE TO TIDE EAST HALF EAST HALF NOVEMBER 2, 1983 19 454 501 20 502 547 21 548 595 0949 1026 1028 1053 1058 1123 EAST WEST EAST 450N 300N 150N 40' 40' 40' APPENDIX B SAMPLE DATA I ' ~ ' ~ ' , .. ~. · .~ '. · . ' FIGU~ B-4 ~ . .,'", ~. -. - SIDE SC~ SONAR .... ~ '~- " )N~CO. , : ,I 170 ~o .. ,, 30 .~ ................ f ........... ~.?o .. . I ii II ,? l,,,,,,,, . FIGURE B- 2 · HIGH RESOLUTION BOOMER LINE 38 .. ' ...... ;'l," ,c,,,,,',,:l,.:,:'.",/,". .' '.',,,,.~, ,, '- ,,[ ~ ~[',~,l~..,,, · Il ',: ' t * ! ; . ., It,", ,"', ~1* ! ~1~1 ~ · _ . . ~ · · ! t'l .. / ' ti,,~ ', APPENDIX C ENGINEERING ANALYSES' CONTENTS Plate INTRODUCTION ....................... C-1 AXIAL PILE LOAD ANALYSES Method Of Analyses ................. C-1 JACK-UP RIG PREDICTIONS Method Of Analyses. . , .............. C-3 McClellan~EBA, inc. Page C-1 APPENDIX C ENGINEERING ANALYSES INTRODUCTION This appendix describes in detail the dures used in evaluating axial pile capacity, jack-up rig footing penetration. engineering proce- and in predicting AXIAL PILE LOAD ANALYSES Method of Analysis The static method of computing axial pile capacity was used to predict the ultimate co.mpress~ve and tensile capacities of pipe piles installed to various penetrations. In this method, the ultimate compressive capacity, Q, for a given penetration is taken as the sum of the skin friction on the pile wall, Q , and s the end bearing on the pile tip, Qp, so that: Q = Qs + Qp = fA + qA s p Where A and A represent, respectively, the embedded surface s p area and pile end area; f and q represent, respectively, the unit skin friction and unit end bearing. When computing ultimate tensile capacity or conductor capacity, the end bearing component in the equation is neglected. Procedures used to compute values of f and q are discussed in the following paragraphs. Granular Soils. Computation of unit piles embedded in granular soils was in Sec. 2.6.4, Para. c and was based on the skin friction for pipe general accordance with equation: McClelland-EBA, inc. Page C-2 f = K O'v tan~ where coefficient of lateral earth pressure effective overburden pressure~ and angle of friction between soil and ptleo Values of K were taken as 0.7 and O. 5 for compressive and tensile loads, respectively. The following table presents recommended friction angles between soil and pile, 6 , given by API for siliceous granular soils. Also shown in this table are limiting unit skin friction values, f , recommended by max McClelland (1974) and supported by data presented by Meyerhof (1976). Sot 1-PI 1 e Limit ing Friction Angle Skin Soil Ty.pe ~ ,degrees f max Sand 30 2.0 Silty sand 25 1.7 Sandy silt 20 1.4 Silt 15 1.0 Unit Friction , ksf Higher values of soil-pile f.riction angle and limiting unit skin friction were used for the very dense gravelly sand below 68 ft to reflect the relatively greater densities and blow counts observed in this zone. Unit end bearing in granular soils was computed using the following equation: where N' q = ~75 N ' q effective overburden pressure, dimensionless bearing capacity Ls a function of ~, the angle and factor that of internal. McClelland-EBA, inc. Page C~3 friction of the granular soils. The following table presents-- recommended bearing capacity factors, N' , g~ven by API for siliceous granular soils. Also q shown in the table below are limiting unit end bearing values, qmax' recommended by McClelland and supported by data presented by Meyerhof. These values of N' and q have generally been q max used in our computations of unit end bearing, although greater values were used in the extremely dense gravelly sand below 68 ft. Soil Type Dimensionless Limiting Unit Bearing Capacity End Bearing Factor, N' q , ksf q max Sand 40 200 Silty sand 20 100 Sandy silt 12 60 Silt 8 40 JACK-UP RIG PREDICTIONS Method of Analysis When a self-elevatlng mobile rig is jacked up, the footings penetrate into the soil below the seafloor until the ultimate bearing capacity of the soil becomes equal to or greater than the pressure applied to the soil by the footings. Since the supporting legs of a mobile rig have a fixed length,, one purpose of a jack-up study is to predict the footing penetration to enable the operator to establish whether the rig has sufficient leg length to safely operate at a particular site. Another purpose of the analys~s is to check for the possibility of a sudden penetration of the footing caused by punching through a strong soil into an underlying weak soil. The specific methods of analysis used in this study for the case of a granular stratigraphy with no punch through potential is des~cribed below. McClelland-EBA, inc. Page C-4 Cohesive and Granular Soils. The ultimate bearing capacity for granular soils under the rig footings was computed in this study using the following equations proposed by Terzaghi and Peck (1967). q U where q U Np , N q ' BNp + ~fl' D(N - 1) + ~fV/A .... (for sands = 0.3 ~2 q and silts) = ultimate net bearing capacity = dimensionless bearing capacity factors ~1' = average effective unit weight of soil above base of footing ~2 = average effective unit weight of soil below base of footing ~ = average effective unit weight of soil displaced by footing B = diameter of base of footing (widest cross-section in contact with the seafloor) V = volume of footing that has penetrated below the seafloor A = largest cross-sectional area of footing D = depth to base of footing (widest cross-section) McClelland-EBA, inc. CHECK LIST FOR NEW WELL PERMITS Company / · Lease & Well No. ITEM APPROVE DATE YES NO >~' "~ :' ~. Is the permit fee attached .................. '~'.' '~ ~ -. -ell · · · lee e e · I.e I e e · ·ce , e i .'"" ~ :,-"" '"'.' "':< 2. (2 thru 8) (1) Fee (2) Loc Is well to be located in a defined pool ............................. 3. Is well located proper distance from property line ................. / 4 Is well located proper distance from other wells ................... ~".'..i;;';,~ 5. Is sufficient undedicated acreage availab].e in this pool ............ 6 Is well to be deviated and is well bore plat included ............... 7. Is operator the only affected party ................................. :~/:;/, . . /" /~~ 8. Can permit be approved before ten-day wait ................ (3) Admin '(8) ~ '~_- '~.-:- ~ . ~")~"'~" ~.:..,.:"'.";;~'!i~ .... ,t ~':] 9 Does operator have a bond in force .................................. (9:thru 11)~ ~ 10. Is a conservation order needed ...................................... ~z.~W /-z,.J-'zY[ 11 Is administrative approval needed ..... · .ee.eeeeeeee..eeeeeeleeeeeeleeeeel· (10 and 11) (4) Cas__g . '~.~.,,>~z / -/:~ -~'~ 12. Is conductor string provided ....................................... . (12 thru 20) 13. Is enough cement used to circulate on conductor and surface .......... 14. Will cement tie in surface and intermediate or production strings ... 15. Will cement cover all known productive horizons ...................... 16. Will surface casing protect fresh water zones ....................... 17. Will all casing give adequate safety in collapse, tension and burst.· 18. Is this well to be kicked off from an existing wellbore ............. 19. Is old wellbore abandonment procedure included on 10-403 ............ 20. Is adequate well bore separation proposed ........................... ~zY/'t (21 thru 24) 21. Is a diverter system required ....................................... 22. Are necessary diagrams of diverter and BOP equipment attached ....... ~.j~?'." 23. Does BOPE have sufficient pressure rating - Test toj~.--~.,..~::O-- psis ....i,5...j.;.?> 24. Does the choke manifold comply w/AP1 RP-53 (Feb.78!~~ ........ . 25. Additional requirements .................................. f'..' ......... REMARKS Additional Remarks: o ~-3 ~-~ o o~ ~-3 Geology: Engineering: WVA ~-¢'~,,~n' JKT' ~ HJH JAL ~,~ ';,':"-~._.MTM ---- rev: 12/08/83 INITIAL GEO. UNIT ON/OFF POOL CLASS STATUS AREA NO. SHORE Well History File APPENDIX Information of detailed nature that is not particularly germane to the Well Permitting Process but is part of the history, file. To improve the readability of the Well History file and to simplify finding information, information of this nature is accumulated at the end of the file under APPENDIX. , No special effod has been made to chronologically organize this category of information. T Y P k; 0 O0 0 fl 0 0o0 000 000 000 000 CATE OOO 000 0 O0 000 000 000 0 O0 0 O0 000 01.6 002 002 002 006 OOta 004 065 065 0~5 065 065 065 065 O65 065 5'trzF !2,2ti': '?(! !,i2.3r~''' t I ? P. 4? ~2 0 ',~ 0 1 u t) 0 (] :': '% 'l ~.. 'l. ;."-3 j 3~. 5 9 3 [,; P. 4 '! ~', 6 T ~' C h.-'L P A C g SAI~.;PLE ! ! t1 I i 1 t i 6~ 6R 68 6~ 68 6R 36,5938 2,5273 22,8516 64.1S75 c,. 0i56 30.1562 2.5156 25.6348 04.2500 6.6002 38.9062 46.6250 4.2539 L'~ I~ 1 ~ I I M 'I;-1 II! [:-t''~ 2~.7C56 ~ .2207 '~ ._ 1. % 3,~ Tq i'.:' R vC ~-_" t_. R,~RA PO'fA 1 F' C ?~i L ?,73n4 !6.42!9 3,706~ 64.9, OooO 94.2500 3.~1n2 n. Olg~. 7q . 250O 17 , I :i: 0.5 7~- ,2500 17.03i. 3 '2.6776 1!5! ,00o0 O. 0 I,'.)'1 75. 5000 i ~. g972 (: F: S (/P -~-~P~ I I !_--' ~-: i S 6; F: 27,4375 1.0762 35.6~75 2,5S59 :~, .~ 367 ~.4238 39. 502O 55°2500 5.7!09 6,!523 30,8594 26,4!60 3.6328 17,03~3 29.7656 2,4531 23.0957 56,6250 7,0703 !0.9687 38,8~72 52,4063 5.9375 il.5!56 29.7656 2,4707 23.~375 3.0313 j2.gi25 C.'Gp [-', .p_ l~ ! p~-.v 1 .tls? a . q(;6 2 27.7031 37(,4 . I , lira P !S T TLr': .r.~ j- 1 L, F; ~'} L, P i_; T A 'f t, m DT CAT,J ,~',"'r,!1,.¢ . Po'r/), P T T 949. SO00 O. 0 lB! THL, R 7.2i4a '!- t.,. f,~ 83,7500 cia 12.4b09 R t-'.- C'b: 3,0430 NP~,]I i i 3n. OoO(:, s(;p O. 0! !_ 7 THOR 13,039! 3.0407 i.r)34,0000 n. 0 146 THcR 7.6593 69.3125 i 3. ~656 1527,0000 O . 0 i 'lO 55.5625 4,94~4 32.5000 2.4766 26.3672 3~.96R7 3,6367 '?.~297 29.0469 2.4568 22.0703 39.7500 4.62~9 6.6133 30.3750 2;42!9 27,44!4 39,!.250 2.7324 6.82o3 2! 30 I758 4,3672 4.fi405 35.5938 2.4043 27.1973 ~2,2i~7 4.2305 8.0547 2A ~594 37.593a 3.7246 3,3867 L"]~I I"11 q I iil ,lq il:! Iq I _.j !. 000(,, PT 3. 023,':) 2792.0(n0 FCrqD ! ,757~ PO'l'A .~. ~ ,:; .,"; ~i :f. ! :' '."', ~iq. ] 875 51 . ~.563 I . 4 :]. 6il; F'UTA 85.5625 ~ 6.7 t:.. 56 3.4.3%3 96?. OOOo P~ifib ivFH! TL,!4 P .h ;') 86.0~5 n01,50~(1 0.0176 84.9375 ~ 22~ 9.36.00 ¢; 0 8~,7500 6. 2.9492 09~. 0,0!2'1 2.3.~35 33.0078 3.3~67 3,,5t02 32. ~.875 30.6i52 37,9o6.2 3,7500 2.7d52 42.4_688 2.464t4 3 !. q82¢~ 55,4688 4.8q¢4 39,6563 1.0326 5n.9277 6,5352 33.0000 2,4063 4~.7iR8 3.6543 3.9668 2,48a3 28.7598 5~,6563 3.93!.6 31.5156 2;3652 ~6.2695 3.8145 i i !i~)('i. :}i~ri,,., qt-'r - 5 7. h, c, ? b '.' :~ · -'b7 . %h'25 , ,~ , ~. P,'I ! / -',,3. :)0,9 7 1 , .,)>'Rb .qL, q.37~ i t - ~.~ 5: "-':. 2 $ {' ti 5.53.!2 4q, 7~i 1. 3 4 , 27 34. ! .3iP4 [': T r'"Ab Z PL}TA 7[ .b D q~ P!)'T A :-, ¥ t' r-. ~__., ') P f)'l? A DT CALl P i"; T i~ 9i ,75O0 ~. 8543 n, 0003 ThF;R 87. 7500 '1,28'94 o. 0146 T?{qR t;.4570 97 .,5000 .t 9 q. 7500 0.01 .{ 2 PACE 7,6328 35.1875 2,332o 35,9863 41, .5938 2,~773 3,9551 35.5313 2.3730 3 t, 3965 5 t..~ i a437 4,2852 5.0!5b 44,9687 2,4"146 32.3730 5~.%938 5.6445 3.5664 38,4063 2i5273 30,4i99 52,2187 5,164! 5.4219 49,78i3 !,a721 5t.3672 44.2500 4.4336 3.6172 34.5625 2.423~ 30.8105 5t.5938 4.2695 6.46R8 2.4453 27.6855 57.5313 5.6094 _ '~ il r' k." L , . 3 2 "-:- ~ 3 x r~:i~ .:,2.3533 r' r,~: _ 1_4. 3(j'i7 i3.32P..t 27.0781 .9. 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I~*.O00U 16. 8908 4,5'439 ! o ~::'. 2..500 o.0140 109. 2500 17.18'!5 4,2299 409,5000 0.0t4u :"~..5469 i '7,1 ;~ / 5 4.2320 0.0!22 ~, 304:t t i:~. 8 15o !.7.390o 4,19:)u 409.7500 O. 0 .l., :)1 fl , 36't2 t21,2500 ! 7.39.qb 2.2402 3,9824 q7,3750 1.71,0~ 44,593a 4,o978 5.1953 2.1oi6 b2.2461 52,8437 3,2617 6.2~17 ~5,B125 2,22~5 48,1445 52.1562 7.2266 44,5000 2,2324 44.0~30 46.2500 2,7076 7.2~56 b5.8437 2.2285 49,0938 3,2o17 50.6563 2·2695 4'1.4063 4.1250 !? t' f> U T ;~ C :\ f, :j f-,' (: o! i, !7,2650 0,0096 ~ 22, 3,,9i4b 437 .. :i. Q 9 ,r-;; :.,,. 0,0122 !08:3750 .[7 ,~ 29h9 4,-4~i7U P A (; b- i . 7t~50 24,4063 1.5840 o7.9199 32. 7500 3,1Zll 6.7773 2.1662 201'i 8750 .i o 4 '! i9,1400 Z~,~12b 2.1113 42.2i87 2.2o37 4.t,'1012 bl.Ob2b 7.~477 2.5i37 . .~ ,. ;..¢ .--.: ? 2 ]. ,, U t.~Ov ",2., '.'..'-; O (: (; i i, .3,45 J r.-- i~-iJ '[' P, il) j: _i. -'" L: 17.28i3 4.8t~3i 2 ~-~ 3. 1500 2, '1 'i i 5 442. ~, G 0 .t) I), {J i ~ 0 1 ~.l,e. 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