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HomeMy WebLinkAbout203-065CAUTION: This email originated from outside the State of Alaska mail system. Do not click links or open attachments unless you recognize the sender and know the content is safe. From:Wallace, Chris D (OGC) To:AOGCC Records (CED sponsored) Subject:FW: NOT OPERABLE: MPS-16 (PTD# 203-065) Missed AOGCC Witnessed MIT-IA Date:Monday, July 3, 2023 12:21:38 PM From: Ryan Thompson <Ryan.Thompson@hilcorp.com> Sent: Thursday, June 29, 2023 2:17 PM To: Wallace, Chris D (OGC) <chris.wallace@alaska.gov>; Regg, James B (OGC) <jim.regg@alaska.gov> Cc: Taylor Wellman <twellman@hilcorp.com> Subject: NOT OPERABLE: MPS-16 (PTD# 203-065) Missed AOGCC Witnessed MIT-IA Mr. Wallace – PWI well MPS-16 (PTD# 203-065) is currently shut in and will not be brought online for its scheduled 4 year MIT-IA due this month. The well will now be classified as NOT OPERABLE and will remain shut in. A witnessed MIT-IA will be scheduled once the well is returned to injection. Please respond with any comments or concerns. Thanks, Ryan Thompson Milne / Islands Well Integrity Engineer 907-564-5005 The information contained in this email message is confidential and may be legally privileged and is intended only for the use of theindividual or entity named above. If you are not an intended recipient or if you have received this message in error, you are herebynotified that any dissemination, distribution, or copy of this email is strictly prohibited. If you have received this email in error, pleaseimmediately notify us by return email or telephone if the sender's phone number is listed above, then promptly and permanently deletethis message. While all reasonable care has been taken to avoid the transmission of viruses, it is the responsibility of the recipient to ensure that theonward transmission, opening, or use of this message and any attachments will not adversely affect its systems or data. No responsibility is accepted by the company in this regard and the recipient should carry out such virus and other checks as it considers appropriate. MEMORANDUM TO: Jim ReggI�e�9 g1310 P.I. Supervisor FROM: Matt Herrera Petroleum Inspector Well Name MILNE PT UNIT 5-16 InSp Num: mitMFH190610160204 Rel Insp Num: State of Alaska Alaska Oil and Gas Conservation Commission DATE: Wednesday, June 12, 2019 SUBJECT: Mechanical Integrity Tests HILCORP ALASKA LLC 5-16 MILNE PT UNIT 5-16 Sre: Inspector Reviewed By: P.I. Suprv- 21 NON -CONFIDENTIAL Comm API Well Number 50-029-23151-00-00 Inspector Name: Matt Herrera Permit Number: 203-065-0 Inspection Date: 6/10/2019 - Wednesday, June 12, 2019 Pate I of I Packer Depth Pretest Initial 15 Min 30 Min 45 Min 60 Min Well s - I6 Type Inj ' TVD 16'0 - Tubing II}8 1198 1138 Ills - PTD 2090650 - TypeTest s", Test psi Is00 IA 1069 o.6 BBL Returned: 0.6 OA 199 2128 - 409 2076 - aoa 2066 j 404 -i BBL Pumped: T Interval 4YRTST P/F P ✓ Notes: IA Pressure tested to 2100 PSI Per Operator Wednesday, June 12, 2019 Pate I of I MEMORANDUM State of Alaska Alaska Oil and Gas Conservation Commission TO: Jim Regg DATE: Monday,July 20,2015 k P.I.Supervisor 'It fel Srsl/S SUBJECT: Mechanical Integrity Tests l I HILCORP ALASKA LLC S-16 FROM: Jeff Jones MILNE PT UNIT SB S-16 Petroleum Inspector Src: Inspector Reviewed By: P.I.Supry NON-CONFIDENTIAL Comm Well Name MILNE PT UNIT SB S-16 API Well Number 50-029-23151-00-00 Inspector Name: Jeff Jones Permit Number: 203-065-0 Inspection Date: 7/3/2015 Insp Num: mitJJ150706103433 Rel Insp Num: Packer Depth Pretest Initial 15 Min 30 Min 45 Min 60 Min Well S-16 Type Inj w TVD 4070 - Tubing 840 - 840 - 840 - 840- - PTD 2030650 (Type Test SPT Test psi 1500 IA 286 1838 1754 - 1742 — -- — - Interval ariiTST P i /F P '" OA 100 250 250 250 Notes: I well inspected SCANNEQ 41 ),,„S Monday,July 20,2015 Page 1 of 1 ` RECEIVED STATE OF ALASKA • A_ .,KA OIL AND GAS CONSERVATION COMMISSION DEC 0 6 2013 REPORT OF SUNDRY WELL OPERATIONS 1.Operations Abandon U Repair Well Li Plug Perforations U Perforate U Other Li fd ii l atQn'f . Performed: Alter Casing ❑ Pull Tubing❑ Stimulate-Frac ❑ Waiver ❑ Time Extension❑ Change Approved Program ❑ Operat.Shutdown❑ Stimulate-Other ❑ Re-enter Suspended Weill] 2.Operator 4.Well Class Before Work: 5.Permit to Drill Number: Name: BP Exploration(Alaska),Inc Developments Exploratory ❑ 203-065-0 • 3.Address: P.O.Box 196612 Stratigraphic❑ Service El 6.API Number: Anchorage,AK 99519-6612 50-029-23151-00-00 . 7.Property Designation(Lease Number): 8.Well Name and Number: ADL0380109 ' SBL MPS-16LS • 9.Logs(List logs and submit electronic and printed data per 20AAC25.071): 10.Field/Pool(s): MILNE POINT,SCHRADER BLFF OIL . 11.Present Well Condition Summary: Total Depth measured 6364 feet Plugs measured None feet true vertical 4370.57 feet Junk measured None feet Effective Depth measured 6279 feet Packer measured See Attachment feet true vertical 4322.83 feet true vertical See Attachment feet Casing Length Size MD TVD Burst Collapse Structural None None None None None None Conductor 80 20"X 34"215.5#A53 32-112 32-112 0 0 Surface 3024 9-5/8"40#L-80 31-3055 31-2594.29 5750 3090 Intermediate None None None None None None Production 6333 7"26#L-80 30-6363 30-4370.01 7240 5410 Liner None None None None None None Perforation depth Measured depth 6072-6092 feet 6102-6112 feet True Vertical depth 4207.06-4218.29 feet 4223.9-4229.51 feet SCANNED JAN 2 7 2011, Tubing(size,grade,measured and true vertical depth) 2-3/8"4.7#L-80 29-6042 29-4190.2 Packers and SSSV(type,measured and true vertical depth) See Attachment See Attachment See Attachment Packer None None None SSSV .3-....C...-......... . ....... 12.Stimulation or cement squeeze summary: Intervals treated(measured): 6072'-6092',6102'-6112' Treatment descriptions including volumes used and final pressure: 15 Bbls 15.8 ppg Acid Soluble Cement,818 psi;5 Bbls 15.8 ppg Acid Soluble Cement,400 psi. 13. Representative Daily Average Production or Injection Data Oil-Bbl Gas-Mcf Water-Bbl Casing Pressure Tubing Pressure Prior to well operation: 0 0 603 0 890 Subsequent to operation: 0 0 237 0 924 14.Attachments: 15.Well Class after work: Copies of Logs and Surveys Run Exploratory Development❑ Service 0 ' Stratigraphic ❑ Daily Report of Well Operations X 16.Well Status after work: Oil Li Gas ❑ WDSPLU GSTOR Li WINJ 111 . WAG ❑ GINJ ❑ SUSP ❑ SPLUGS 17.I hereby certify that the foregoing is true and correct to the best of my knowledge. Sundry Number or N/A if C.O.Exempt: 313-483 Contact Garry Catron Email Gar .Catron • BP.Com Printed Name Garry Catron Title PDC PE Signature 4 ,4..4 Phone 564-4424 Date 12/5/2013 4\ 1 _ VI-k RBr,M.E4 DEC 16 2 l/io// y Form 10-404 Revised 10/2012 A f v/ir/ Submit Original Only Packers and SSV's Attachment ADL0380109 SW Name Type MD TVD Depscription MPS-16LS PACKER 5827 3996.34 2-3/8" Baker GT Dual Packer MPS-16LS PACKER 6031 4110.82 7 X 2.375 Baker FH Ret Packer C a) (n (n O C O N II 0 D "O 10 O r U) O J a) �a)O (0 -0O Crx E 3 > U f > F- O M a) � c O C 0- O0 cna a) E a ,-, � a) E E � o .Q 2 U L "O U C() O U > C o �Q L _� in Q-O > 10 U d a) N O Q-u) O 0 E r (/) (/j a DI > a) o 0 (0 a) I a) QN Z Z N '( O a U O N -a CT " D > ! - Q J O(13 0 O = ~ O T0 O m 0 Q 0 p n O O )D N .) U Co Q- C O CO C C Cl. C -0 E LL _ O I C CC fx ° ° o E L0 cn 2 E U _c�co 1- � c ) p E c -a Co Cl_d (f a) a Q O a w Co Q Cl) C Cl) T- _ C C C co Co E CC ( w -0 * _ n3 y2 o a (I) * u) cn (o cn0 O Z Z Lo o J = a) t n vi U ca a) ,n co c a) rn d (n 0) E U 0 3 0 w E 3 O O L N • �) w- a d m o o a v 0 Q 3 o -0 U CO Q) m O o a) - o C O 0) O ) o ED U m cc) c 0 C 0 o °o * a) � ° E co ,,a) ,..„.'0- o �o � 5CO c - r * ` � vnN a) (a � � (O � QQN a) U CU Mo -3 OOw a) C - al I- a) o > m gi a) aEi oO Lu• D so ~ ~ D- c O 'cw m a) > -, u) c o u) U > o o c m L as o U O Q v Z Z F- J ' c _ 2 CT i O rn C O N Q. * v O (5Q inv -a - � Q� .� co � � c d � O L Et J v 0 0 W co Q N 001 J n -c U - a) N D c Q in Q " U >- cn coo `" o Q cn 3 E 0 a) J c`"n o E 3 a) - >' > UZ � Z � � � m � � E °a > E Nm m a) � �n co�� < 1- a - - >, 00 � u - � � - H > a > Qr- 00 � ((/) OUQaoli ° � U) o � o Q� 2 o m o � a) U E ° o cco O a ( ° - Z0 ,- Li.) O0) o O (n E E > � � � XJ O o Ua Uv o Eo U Qd °) U co a) o � J A cD O J V o U Q LO O V > C U .0 U L .0 CD (> >w n ,- N w I I O a j j) O W O (0 a 06 O I I //��� n Z Z > O 47 -a Q(>n 0 w CO U 4..., ...:7 l.� a O I�JU * A Q Q * - co * O w > - TD _ > * a3 O ( ( L O U C * n cC cC * F- 3 * UiJ F- 00 (n * E Eooz O co co co co co co r O O O CO N N N ON N co d' no N N C CO M O O O a Tree: CIW 2 1/16"5M Dual. , M P U S-16 i Orig. KB Elev. =72.70 Wellhead:11"x 2 3/8"5M FMC dual string Hanger thread 2 3/8"EUE top and IBT bottom Orig. GL Elev. =39.20 2"CIW-H BPV profile I [ 20"x 34"insulated,215#/ft A-53 112' Short String Long String 2-3/8"HES X-Nipple(1.875"pkg.bore) 3004' Wi 2-3/8"HES X-Nipple(1.875"pkg.bore) 3000' 9 5/8"40#L-80 BTC 3055' I , KOP @ 360' Max. hole angle=58.95 deg @ 2769' Hole angle thru perfs=55 DEG. 7"26#,L-80,BTRC Casing (drift id=6.151,cap.=.0383 bpf) 2-3/8",4.7#/ft L-80,IBT tubing (drift id=1.901,cap.=.00387 bpf) 5786' 2-3/8"HES X-Nipple(1.875"pkg.bore) ' 2-3/8"HES X-Nipple(1.875"pkg.bore) 5782' 7"x 2-3/8"Baker"GT"Ret.dual pkr. 5827' 1.945"ID. 5836' 2-3/8"HES XN-Nipple(1.875"pkg.bore) Ea No-Go 1.791" 5842' Tubing tail/WLEG 7 Perforation Summary 7"x 2-3/8"Baker"FH"Ret.pkr. 6031' 2.41"ID. Size Spf Interval (TVD) NB sands ® 2-3/8"HES XN-Nipple(1.875"pkg.bore) 6042' No-Go 1.791" 3 3/8" 6 5,872'-5,892' 4049'-4105' ELMD OA sands -- 3 3/8" 6 6,072'-6,092' 4,207'-4,218' — 2-3/8"Baker'E'Hydro Trip Sub 6,102'-6,112' 4,223'-4,229' 7. (2.00"pkg.bore) 6051' 1.75"ball. 0 6278' 7"Halliburton Float Collar PBTD L 6362' 7"Halliburton float shoe 4 DATE REV.BY COMMENTS 06/22/02 MDO Drilled by Cased Doyon 141 MILNE POINT UNIT WELL No.: S-16i 06/12/03 MDO Completion by Doyon-14 API : 50-029-23151-00 BP EXPLORATION (AK) • • �w\��F�,7 -s, THE STATE Alaska Oil and Gas 4�`' " A °f® T ® Conservation Commission 1 1Ll 1� GOVERNOR SEAN PARNELL 333 West Seventh Avenue Anchorage, Alaska 99501-3572 OF ALAS 907.279.1433 gy Fax: 907.276.7542 Alecia Wood Wood N ... Petroleum Engineer BP Exploration(Alaska), Inc. a03- 0 P.O. Box 196612 Anchorage, AK 99519-6612 Re: Milne Point Field, Schrader Bluff Oil Pool, SBL MPS-16LS Sundry Number: 313-483 Dear Ms. Wood: Enclosed is the approved Application for Sundry Approval relating to the above referenced well. Please note the conditions of approval set out in the enclosed form. As provided in AS 31.05.080, within 20 days after written notice of this decision, or such further time as the AOGCC grants for good cause shown, a person affected by it may file with the AOGCC an application for reconsideration. A request for reconsideration is considered timely if it is received by 4:30 PM on the 23rd day following the date of this letter, or the next working day if the 23rd day falls on a holiday or weekend. Sincerely, Cathy P Foerster Chair DATED this 12 day of September, 2013. Encl. a` • c3S ;. STATE OF ALASKA j�.P 0 9 2013 ALASKA OIL AND GAS CONSERVATION COMMISSION APPLICATION FOR SUNDRY APPROVALS AOGCC 20 AAC 25.280 1.Type of Request: Abandon❑ Plug for Redrill❑ Perforate New Pool❑ Repair Well❑ Change Approved Program❑ Suspend❑ Plug Perforations❑ Perforate❑ Pull Tubing❑ Time Extension❑ Operations Shutdown❑ Re-enter Susp.Well Stimulate❑ Alter Casing Other: MBE Treatment IS• 2.Operator Name: 4.Current Well Class: 5.Permit to Drill Number. BP Exploration(Alaska),Inc. Development ❑ Exploratory ❑ 203-065-0 • 3.Address: 6.API Number. Stratigraphic ❑ Service El • 40(,-,'c-..r5: of :L i S/--2)c,-rat; P.O.Box 196612,Anchorage,AK 99519-6612 __,4129 's1'89"C6 7.If perforating: 8.Well Name and Number. / �4 1 What Regulation or Conservation Order governs well spacing in this pool? AA447.05 SBL MPS-16LS • 3 Will planned perforations require a spacing exception? Yes ❑ No ❑ 9.Property Designation(Lease Number): 10.Field/Pool(s): ADL0380109 • MILNE POINT,SCHRADER BLFF OIL 11. PRESENT WELL CONDITION SUMMARY Total Depth MD(ft): Total Depth TVD(ft): Effective Depth MD(ft): Effective Depth TVD(ft): Plugs(measured): Junk(measured): 6364 , 4371 6279 4323 None None Casing Length Size MD TVD Burst Collapse Structural Conductor 80 20"X 34"215.5#A53 32-112 32 112 Surface 3024 9-5/8"40#L-80 31 -3055 31-2594.29 5750 3090 Intermediate None None None None None None Production 6333 7"26#L-80 30-6363 30-4370.01 7240 5410 Liner None None None None None None Perforation Depth MD(ft): Perforation Depth TVD(ft): Tubing Size: Tubing Grade: Tubing MD(ft): 6072-6092 4207.06-4218.29 2-3/8"4.7#L-80 L-80 29-6042 Packers and SSSV Type: See Attachment for Packer Types Packers and SSSV MD(ft)and ND(ft): See Attachment for Packer Depths No SSSV Installed No SSSV Installed 12.Attachments: Description Summary of Proposal ❑ 13.Well Class after proposed work: Detailed Operations Program 0 BOP Sketch ❑ Exploratory ❑ Development ❑ Service IO 14.Estimated Date for 15.Well Status after proposed work: Commencing Operations: 9/16/13 Oil ❑ Gas ❑ WDSPL ❑ Suspended ❑ 16.Verbal Approval: Date: WINJ 0 - GINJ ❑ WAG ❑ Abandoned ❑ Commission Representative: GSTOR ❑ SPLUG ❑ 17.I hereby certify that the foregoing is true and correct to the best of my knowledge. Contact Alecia Wood Email Alecia.WoodOBP.com Printed Name Alecia Wood Title PE Signature '' Phone Date 04 g .(1 \ OYf.e 564-5492 9/5/2013 COMMISSION USE ONLY Conditions of approval: Notify Commission so that a representative may witness Sundry Number: 3 1...2 "' 14-71.-S Plug Integrity ❑ BOP Test ❑ Mechanical Integrity Test ❑ Location Clearance ❑ Other: RBEAV1t, OCT 1 0 20 Spacing Exception Required? Yes ❑ No IA Subsequent Form Required: /0 -°'4 011- J APPROVED BY Approved by: ' • (1--1.o-_-- COMMISSIONER THE COMMISSION Date: C—J 3 — /3 Form 10-403 Revised 1/2010 Approv Mop( onths from the date of approval. b m Duplicate 1t d I • • bp To: Mark O'Malley/Rob Handy Date: September 05, 2013 MPU Ops Team Leaders From: Alecia Wood, MPU Schrader Pad Engineer 907-564-5492 Subject: MPS-16LS MBE Treatment Step Unit Operation 1 F Shut in all offset producers. Bullhead water into MPS-16LS 2 F Bullhead treatment down MPS-16LS (OA sand). Keep well and offset producers and injectors shut in for the duration of the treatment and flow producers to a tank before returning to production if necessary. 3 C Pending the post cement injectivity tests, perform a fill clean out and possible (Pending) 15bbl HCL acid soak to attempt to regain injectivity. Objective: Divert water by sealing the preferential path of injection with a cement acting fluid and a rigid gel. 1 Should the cement or gel lock up the wellbore, a contingent acid job will be performed. Measure of success: 1. Treatments are displaced into formation. 2. Post injection is adequate to achieve injection rate target at below target pressure. 3. Decrease of watercut over time in offset producers is observed. Critical Issues: 1. Ensure pumping pressure during gel stage is not above the fracture gradient. 2. Ensure cleanliness of pump equipment and hard line (pre and post job) & properly dispose of remnant fluid per guidance from the Environmental Team. Background ,✓ MPS-16 is a dual completed injector with two strings of 2-3/8" tubing in the N and OA sands of the Schrader Bluff reservoir. This injector was completed in June 2003 to support offset producers MPH- 08, MPS-19A and MPS-17. The injectivity of MPS-16LS began dramatically increasing in early 2009 and continued until the well was shut in due to low injection pressure. The Matrix Bypass Event (MBE) was confirmed with red dye tracer surveys to both MPS-19A and MPS-17 in 2009 and 2010 respectively. MPS-16LS had an MBE treatment pumped in August 2011 which was successful. A red dye tracer test in MPS-16LS in May 2013 confirmed that the MBE treatment to MPS-19A had failed but that the treatment to MPS-17 was still holding. This treatment will be pumped fullbore through the long string. The purpose of this treatment is to reduced water cycling to the producer and increase sweep and VRR in the hydraulic unit. • • ♦y PROCEDURE Stage 1. Injection Test 1. RU, hold pre job safety meeting, PT surface lines 2. Ensure offset producers are SI. 3. Spear in with Methanol, followed by produced water. Attempt to hold injection rate constant while adjusting pressure as needed. 4. Contact Engineering to discuss the injection pressure/rate trends. Once consensus is achieved that the fluid can be successfully placed into formation at acceptable rate/pressure continue with remainder of program. Stage 2. Treatment 5. Ensure offset producers are offline 6. Pump produced water pre-flush followed by cement acting fluid treatment and diesel or methanol displacement. Allow setup time. 7. Perform injectivity test following cement stage. Should well exhibit zero injectivity, perform CT fill clean out with possible 15bbl HCL acid soak to attempt to regain injectivity into the wellbore. 8. Pump produced water pre-flush followed by a second stage of cement acting fluid treatment, holding pressure on the offset Producer connected by the Matrix Bypass Event. Attempt to squeeze second stage of cement and displace with diesel or methanol. Allow setup time. 9. Perform injectivity test following cement stage. Should well exhibit zero injectivity, perform CT fill clean out with possible 15bbI HCL acid soak to attempt to regain injectivity into the wellbore. 10. Pump produced water or KCL pre-flush followed by high volume gel treatment and diesel or methanol over flush. 11. Capture a gel sample at surface and suspend in a warm water bath (to simulate downhole conditions) to monitor actual setting time. 12. Rig down all equipment and hold post job assessment meeting to capture learnings to be incorporated into future jobs. 13. Forward all post job assessments (w/ all rheology test summary) and continuous pressure and rate data from job to Pad Engineer. • • Tree:CM 2 Vier 504 Oiia sinng M P U S-1 6i Orig. KB Elev. =72.70 We ghee&11'x 2 318"MARX dual string Hanger thread 2 3/8"EUE bop and IBT barb= Orig.GL Elev.=39.20 Chat-iii ElPv profile 2C' 34'in:ilated.215..)))''t 4:53 1'2' Short String Lona String I II I 2- 'HES X-Nipple(1.875'pkg bore) 3000' 2-3,18"HES X-Nipple(1.875-pkg.bore) 3004 1E 95/W 40#L-80 BTC 30E5' A KOP C41 360' Max.hole angle=58.96 deg OP 2769' -1019 angle three pens=56 DEG. r 2e#,L-80,BTRC Casing (drift id=6.151,cap.=.0383 bpf) 2-3/8'.4.7*ft L-80,IBT tubing (drift id=1.941,cap.=.00387 bp) I I .3W HE (1.875"pkg.bore) 5782' 57861 2-3/8-HES X-Nipple(1 875"pkg.bore Tx 2-318"Baser"GT'Ret.dual pkr_ 5827' 1.945'ID. 5836' 2-3/8°HES XN-Nipple(1.875'pkg.bore) No-Go 1.79— E342' Tubing tail'WLEG Perforation Summary Tx 2-3/Er Baker-FH°Ret okr e 321' 2.41"ID. Size Spf Interval (TVD) 2-3/8'HES XN-Nipple( 875'pkg bore': 8042 NB sands ")to-Go'7g1' 3 3/8- 8 5,877-5,892" 4049'-4105' END OA sands 33/8 6,077-6,097 4207`-4,218' 2-3/8°Baker"E'Hydro Tr p Sub 60E1' 8,107-6,112' 4,223'-4,220' (2_DIT pkg_bore) N's). 1 75'bal'. 5278" Halliburton Float Collar PBTD 5362 T Halfiburton float shoe 4 DATE REV.BY COMMENTS MILNE POINT UNIT 06122102 MOD Celled by Cased Doyon 141 WELL No.:5-161 C'5112403 5,1a) Completion by Doyon-14 API:50-029-23151-00 BP EXPLORATION (AK) • • ri Packers and SSV's Attachment ADL0380109 Well Facility Type MD Top Description TVD Top MPS-16LS PACKER 5827 2-3/8" Baker GT Dual Packer 4070 MPS-16LS PACKER 6031 7 X 2.375 Baker FH Ret Packer 4184 • • bp BP Exploration (Alaska) Inc. Attn: Well Integrity Coordinator, PRB -20 Post Office Box 196612 Anchorage, Alaska 99519 -6612 St 2 4 202 December 30, 2011 Mr. Tom Maunder Alaska Oil and Gas Conservation Commission J 333 West 7 Avenue aO Anchorage, Alaska 99501 1 Subject: Corrosion Inhibitor Treatments of MPS -Pad Dear Mr. Maunder, Enclosed please find multiple copies of a spreadsheet with a list of wells from MPS -Pad that were treated with corrosion inhibitor in the surface casing by conductor annulus. The corrosion inhibitor is engineered to prevent water from entering the annular space and causing extemal corrosion that could result in a surface casing leak to atmosphere. The attached spreadsheet represents the well name, API and PTD numbers, top of cement depth prior to filling and volumes of corrosion inhibitor used in each conductor. As per previous agreement with the AOGCC, this letter and spreadsheet serve as notification that the treatments took place and meet the requirements of form 10 -404, Report of Sundry Operations. If you require any additional information, please contact me or my alternate, Gerald Murphy, at 659 -5102. Sincerely, Mehreen Vazir BPXA, Well Integrity Coordinator • • BP Exploration (Alaska) Inc. Surface Casing by Conductor Annulus Cement, Corrosion inhibitor, Sealant Top-off Report of Sundry Operations (10-404) MPS -Pad 10/11/2011 Corrosion Vol. of cement Final top of Cement top off Corrosion inhibitor / Well Name PTD # API # Initial top of cement pumped cement date inhibitor sealant date ft bbls ft qal MPS-01A 2070340 50029231410100 0.25 NA 0.25 NA 5.1 9/6/2011 MPS-02 2031270 50029231690000 2.5 NA 2.5 NA 23.8 7/30/2011 MPS 2021460 50029231050000 Open Flutes - Treated MPS-04 2030520 50029231480000 1.7 NA 1.7 NA 17.0 7/30/2011 MPS-05 2021370 50029231000000 Open Flutes - Treated MPS-06 2031090 50029231630000 1.7 NA 1.7 NA 17.0 7/30/2011 MPS-07 2020720 50029230790000 1 NA 1 NA 13.6 11/3/2009 MPS-08 2031230 50029231680000 1.3 NA 1.3 NA 10.2 7/30/2011 MPS-09 2020200 50029230670000 0.5 NA 0.5 NA 5.1 11/3/2009 MPS -10A 2051250 50029231520100 1.3 NA 1.3 NA 11.9 7/29/2011 MPS-11 2021130 50029230920000 1 NA 1 NA 10.2 7/29/2011 MPS -12 2030230 50029231390000 0.6 NA 0.6 NA 6.8 7/29/2011 MPS-13 2021240 50029230930000 1 NA 1 NA 11.9 11/3/2009 MPS-14 2031040 50029231620000 1.8 NA 1.8 NA 22.1 7/29/2011 MPS -15 2012450 50029230610000 9.6 NA 9.6 NA 88.4 7/31/2011 ' ---- " -I N. MPS-16 2030650 50029231510000 1.2 NA 1.2 NA 10.2 7/29/2011 MPS-17 2021730 50029231150000 Open Flutes - Treated MPS -18 2022420 50029231330000 1.3 NA 1.3 NA 11.9 7/29/2011 MPS -19A 2022330 50029231210100 1.8 NA 1.8 NA 23.8 7/29/2011 MPS-20 2022410 50029231320000 1.3 NA 1.3 NA 11.9 7/29/2011 MPS-21 2020090 50029230650000 1.8 NA 1.8 NA 22.1 11/3/2009 MPS-22 2031470 50029231760000 9.1 NA 9.1 NA 83.3 7/28/2011 MPS-23 2021320 50029230980000 Open Flutes - Treated MPS -24 2030380 50029231420000 1.3 NA 1.3 NA 10.2 7/28/2011 MPS-25 2021030 50029230890000 Open Flutes - Treated MPS -26 2030610 50029231500000 1 NA 1 NA 8.5 7/28/2011 MPS -27 2020850 50029230840000 0.9 NA 0.9 NA 8.5 7/28/2011 MPS-28 2030940 50029231580000 1.1 NA 1.1 NA 11.9 7/28/2011 MPS -29 2021950 50029231190000 Open Flutes - Treated MPS-30 2022360 50029231310000 1.2 NA 1.2 NA 11.9 7/28/2011 MPS -31 2020140 50029230660000 Open Flutes - Treated , MPS -32 2030920 50029231570000 0.8 NA 0.8 NA 6.8 7/28/2011 MPS -33A 2061720 50029231230100 1 NA 1 NA 6.8 7/28/2011 MPS-34 2031300 50029231710000 6 NA 6 NA 49.3 7/28/2011 MPS-35 2031430 50029231750000 1.2 NA 1.2 NA 11.9 7/28/2011 MPS-37 2070520 50029233550000 13.9 Need top job NA MPS-39 2081830 50029234050000 0.7 NA 0.7 NA 4.3 8/18/2011 MPS-41A 2081610 50029234010100 Sealed NA NA NA NA NA MPS-43 2081760 50029234040000 Oust Cover NA NA NA 6.8 10/11/2011 MPS -90 2051350 50029232760000 0.6 NA 0.6 NA 3.4 9/6/2011 MPSB-04 500299990799 0.6 NA 0.6 NA 3.4 7/30/2011 STATE OF ALASKA ALASKA AND GAS CONSERVATION COMMISSI REPORT OF SUNDRY WELL OPERATIONS 1. Operations Abandon ❑ Repair Well ❑ Plug Perforations ❑ Stimulate ❑ Other Ei MBE TREATMENT Performed: Alter Casing ❑ Pull Tubing ❑ Perforate New Pool ❑ Waiver❑ Time Extension ❑ Change Approved Program ❑ Operat. Shutdown ❑ Perforate ❑ Re -enter Suspended Well ❑ 2. Operator BP Exploration (Alaska), Inc. 4. Well Class Before Work: 5. Permit to Drill Number: Name: Development p Exploratory ❑ . 203 -0650 3. Address: P.O. Box 196612 Stratigraphic❑ Service 0 6. API Number: 00 "'00 Anchorage, AK 99519 -6612 . 50- 029- 23151=8Q-_ 8. Property Designation (Lease Number) : 9. Well Name and Number: ADLO- 380109 . MPS -16LS 10. Field /Pool(s): 4 MILNE POINT FIELD / SCHRADER BLUFF POOL 11. Present Well Condition Summary: Total Depth measured 6364 feet Plugs (measured) None feet true vertical 4370.57 feet Junk (measured) None feet Effective Depth measured 6279 feet Packer (measured) 5827 6031 feet true vertical 4322.83 feet (true vertical) 4070 4184 feet Casing Length Size MD TVD Burst Collapse Structural Conductor 80' 20 "X34" 215.5# A -53 32 - 112 32 - 112 Surface 3024' 9 -5/8" 40# L -80 31 - 3055 31 - 2594 5750 3090 Production 6333' 7" 26# L -80 30 - 6363 30 - 4370 7240 5410 Production Liner tl„ Liner 'A ANNEAL S FP 0 9 201'i Perforation depth: Measured depth: 0 6072 - 6092 0 6102 - 6112 _ - True Vertical depth: 0 4207.06 - 4218.29 0 4223.9 - 4229.51 - - Tubing: (size, grade, measured and true vertical depth) 2 -3/8" 4.7# L -80 29 - 6042 29 - 4190 Packers and SSSV (type, measured and true vertical depth) 2 -3/8" Baker GT Dual Packer ,, 5827 4070 7 X 2.375 Baker FH Ret Packer 6031 4184 RECEIVED' 12. Stimulation or cement squeeze summary: Intervals treated (measured): SEP 0 $ 2011 Treatment descriptions including volumes used and final pressure: ,Alaska ail & Gas Cans. Commission anr_hnrrgn 13. Representative Daily Average Production or Injection Data Oil -Bbl Gas -Mcf Water -Bbl Casing Pressure Tubing pressure Prior to well operation: 463 463 Subsequent to operation: 896 1025 14. Attachments: 15. Well Class after work: Copies of Logs and Surveys Run Exploratory Development ❑ Service El Stratigraphic ❑ Daily Report of Well Operations X 16. Well Status after work: 1 YY i 25 Oil ❑ Gas ❑ WDSPL ❑ GSTOR ❑ WINJ El WAG0 GINJ ❑ SUSP❑ SPLUG ❑ 17. I hereby certify that the foregoing is true and correct to the best of my knowledge. Sundry Number or N/A if C.O. Exempt: 311 -195 Contact Joe Lastufka Printed Na - V1611 Lastu j Title Petrotechnical Data Technologist 1 Signatu ' f Phone 564 -4091 Date 9/7/2011 N RSDMS SEP 0 9 zetr / - Form 10 -404 Revised 10/2010 / Submit Original Only MPS-16LS DESCRIPTION OF WORK COMPLETED NRWO OPERATIONS EVENT SUMMARY rftkqrivro),ATgjg,a,a, 8/6/2011!***Thermatex treatment on MPS-16LS*** T/IA/OA 260/0/0 Per injection test, lead in :with 0.5 bbl's 50/50 meth water, 48 bbl's PW, 5.1 bbl's X-linked K-max gel, followed by PW. Saw leading edge of K-max gel hit perfs 0.9 bbl's early at 23.3 bbl's away. !Continued pumping 100 additional bbl's PW while mixing the Thermatek. Thematek itreatment- Pumped 2 bbl's K-max gel, 15 bbl's Thermatek, 2 bbl's K-max, 2 bbl's Thematek, 1 bbl K-max, Displace to MBE with 8 bbl's PW & 17.5 bbl's diesel. Saw ;leading edge of K-max gel hit perfs @ 24.6 bbl's away. Over displaced Thematek with 1 bbl of K-max gel. T/IA/OA 1065/0/0 ***Job complete*** 8/7/2011;***Injectivity test post Thermatek treatment on MPS-16LS*** Broke injection over at 11300 psi, pumped 10 bll's diesel, final injection pressure 1226 psi. ***Job complete*** 8/13/2011!***H2Zero treatment on MPS-16LS*** Lead in with 5 bbl's diesel followed with 159 1 bbl's H2zero, Injecting at 0.55 / 10000L.***Continued on 8/14/11** 8/14/2011 ***H2 Zero treatment MPS-16LS*** Continued from 08/13/11. Continue pumping ; remaining 259 bbl's H2Zero, displace with 39 bbl's diesel. T/IA/OA 1150/0/0 ***Job complete*** FLUIDS PUMPED BBLS 10 K-MAX GEL 172 PW 1 50/50 METH 71.5 DIESEL 418 H2ZERO 17 THERMATEK 687.5 TOTAL . • • Tree: CIW 2 1/16" 5M Dual string M P U S _I 6 i Orig. KB Elev. = 72.70 Wellhead:11" x 2 3/8" 5M FMC dual string Hanger thread 2 3/8" EUE top and IBT bottom Orig. GL Elev. = 39.20 2" CIW -H BPV profile tvzZ4 1. '', •, k 20" x 34" insulated, 215 #/ft A -53 1 112' a Short String Long String 2 - 3/8" HES X- Nipple (1.875" pkg. bore) I 3004' I x 2 -3/8" HES X- Nipple (1.875" pkg. bore) I 3000' I 9 5/8" 40# L -80 BTC I 3055' I l " tii4 i KOP @ 360' Max. hole angle = 58.95 deg @ 2769' Hole angle thru perfs = 55 DEG. g r 7" 26#, L -80, BTRC Casing ; . (drift id = 6.151, cap.= .0383 bpf) t. w ,e" R 2 -3/8 ", 4.7 #/ft L -80, IBT tubing ,, (drift id = 1.901, cap. = .00387 bpf) tar x 2 -3/8" HES X- Nipple (1.875" pkg. bore) I 5782' I I 5786' 12 -3/8" HES X- Nipple (1.875" pkg. bore) x 7" x 2 -3/8" Baker "GT" Ret. dual pkr. �, > I 5827' I .;,> 1.945" ID. I 5836' I 2 -3/8" HES XN- Nipple (1.875" pkg. bore) xN No -Go 1.791" I 5842' I Tubing tail / WLEG Perforation Summary 7 x 2 -3/8" Baker "FH" Ret. pkr. I 6031' I 2.41" ID. Size Spf Interval (TVD) NB sands XN 2 -3/8" HES XN- Nipple (1.875" pkg. bore) I 6042' I No-Go 1.791" 3 3/8" 6 5,872' - 5,892' 4049' - 4105' ELMD I ' OA sands . 3 3/8" 6 6,072' - 6,092' 4,207' - 4,218' 2 -3/8" Baker 'E' Hydro Trip Sub 6051' 6,102` - 6,112' 4,223' - 4,229' (2.00 pkg. bore) ® 1.75" ball. 1 6278' 7" Halliburton Float Collar PBTD I 6362' I 7" Halliburton float shoe • DATE REV. BY COMMENTS MILNE POINT UNIT 06/22/02 MDO Drilled by Cased Doyon 141 WELL No.: S -16i 06/12/03 MDO Completion by Doyon -14 API : 50 -029- 23151 -00 BP EXPLORATION (AK) • • MEMORANDUM State of Alaska Alaska Oil and Gas Conservation Commission DATE: Wednesday, July 13, 2011 TO: Jim Regg ,I 7 4I, P.I. Supervisor J , SUBJECT: Mechanical Integrity Tests BP EXPLORATION (ALASKA) INC S -16 FROM: Bob Noble MILNE PT UNIT SB S -16 Petroleum Inspector Src: Inspector Reviewed By: P.I. Supry ,Sr NON - CONFIDENTIAL Comm Well Name: MILNE PT UNIT SB S - 16 API Well Number: 50 Inspector Name: Bob Noble Insp Num: mitRCN110708142028 Permit Number: 203 - 065 - Inspection Date: 7/7/2011 Rel Insp Num: Packer Depth Pretest Initial 15 Min. 30 Min. 45 Min. 60 Min. Well I S -16 • Type Inj. W " TVD I 4070 • IA ' 40 2020 . 1925 . { 1916 P.T.D 2030650 'TypeTest I SPT Test psi 2020 , OA 200 390 380 380 Interval 4YRTST - p/F P - Tubing 900 900 900 900 Notes: L1i A. rey 1 d i5k- 150C? A - Itt JUL1bMI Wednesday, July 13, 2011 Page 1 of 1 ` • • j t 8; ALAsKKA SEAN PARNELL, GOVERNOR ALASKA OIL AND GAS 333 W. 7th AVENUE, SUITE 100 CONSERVATION COM1 HSSION ANCHORAGE, ALASKA 99501 -3539 PHONE (907) 279 -1433 FAX (907) 276 -7542 Keith Lopez Petroleum Engineer - obs BP Exploration (Alaska), Inc. 0 P.O. Box 196612 Anchorage, AK 99519 -6612 Re: Milne Point Field, Schrader Bluff Pool, MPS -16LS Sundry Number: 311 -195 *A ' JUN 0 9 2011 Dear Mr. Lopez: Enclosed is the approved Application for Sundry Approval relating to the above referenced well. Please note the conditions of approval set out in the enclosed form. As provided in AS 31.05.080, within 20 days after written notice of this decision, or such further time as the Commission grants for good cause shown, a person affected by it may file with the Commission an application for reconsideration. A request for reconsideration is considered timely if it is received by 4:30 PM on the 23rd day following the date of this letter, or the next working day if the 23rd day falls on a holiday or weekend. Sincerely, Daniel T. Seamount, Jr. ` Chair DATED this day of June, 2011. Encl. , STATE OF ALASKA ( . C 1 » �i RECEIVED ALASKA•AND GAS CONSERVATION COMMISSIO , .ems` APPLICATION FOR SUNDRY APPROVALS I��j d -d -// 20 AAC 25.280 ,�j1 (�` 1. Type of Request: Abandon ❑ Plug for Redrill ❑ Perforate New Pool Repair Weld] tt � y� 4rk o�i144b t M aaian Suspend Plug Perforations ❑ Perforate ID Pull Tubing 0 Ailn{i }�nsion Operation Shutdown ❑ Re -enter Susp. Well ❑ Stimulate Alter Casing ❑ Other: MBE TREATMENT - ig 2. Operator Name: 4. Current Well Class: 5. Permit to Drill Number: BP Exploration (Alaska), Inc. Development ❑ Exploratory ❑ 203 -0650 - 3. Address: P.O. Box 196612 Stratigraphic ❑ Service El _ 6. API Number: Anchorage, AK 99519 -6612 50- 029 - 23151 -80 -00 7. If perforating, closest approach in pool(s) opened by this operation to nearest 8. Well Name and Number: property line where ownership or landownership changes: - Spacing Exception Required? Yes ❑ No ❑ MPS 16LS 9. Property Designation (Lease Number): 10. Field / Pool(s): ADLO - 380109 MILNE POINT Field / SCHRADER BLUFF Pool 11. PRESENT WELL CONDITION SUMMARY Total Depth MD (ft): Total Depth TVD (ft): Effective Depth MD (ft): Effective Depth TVD (ft): Plugs (measured): Junk (measured): 6364 • 4370.57 - 6279 - 4322.83 - NONE NONE Casing Length Size MD TVD Burst Collapse Structural Conductor 80' 20 "X34" 215.5# A -53 32 112 32 112 Surface 3024' 9 -5/8" 40# L -80 31 3055 31 2594 5750 3090 Production 6333' 7" 26# L -80 30 6363 30 4370 7240 5410 Liner Liner Perforation Depth MD (ft): Perforation Depth TVD (ft): Tubing Size: Tubing Grade: Tubing MD (ft): SEE ATTACHED - - 2 -3/8" 4.7# L -80 29 6042 Packers and SSSV Type: 2 -3/8" Baker GT Dual Packer Packers and SSSV MD and TVD (ft): 5827 4070 7 X 2.375 Baker FH Ret Packer 6031 4184 12. Attachments: Description Summary of Proposal ❑ 13. Well Class after proposed work: Detailed Operations Program ❑ BOP Sketch ❑ Exploratory ❑ Development ❑ Service El - 14. Estimated Date for 15. Well Status after proposed work: Commencing Operations: 6/14/2011 Oil ❑ Gas ❑ WDSPL ❑ Suspended ❑ 16. Verbal Approval: Date: WINJ 0 - GINJ ❑ WAG ❑ Abandoned ❑ Commission Representative: GSTOR ❑ SPLUG ❑ 17. I hereby certify that the foregoing is true and correct to the best of my knowledge. Contact Keith Lopez Printed Name Keith Lopez Title PE Signature Phone Date _ 564 -5718 5/31/2011 Prepared by Joe Lastufka 564 -4091 COMMISSION USE ONLY Conditions of approval: Notify Commission so that a representative may witness Sundry Number: 5 I I --19 5 Plug Integrity ❑ BOP Test ❑ Mechanical Integrity Test ❑ Location Clearance ❑ Other: Subsequent Form Required: / 0 — YOil APPROVED BY / (' Approved by: COMMISSIONER THE COMMISSION Date: lQ_ / c? ri s Z •7 -ri e! Form 10-403 Revised 1 /20RB JUN Q. 201 R I 1 NFL 9 —r I SuDuplicat ��� V MPS -16LS 203 -065 PERF ATTACHMENT Sw Name Operation Date Perf Operation Code Meas Depth Top Meas Depth Base Tvd Depth Top Tvd Depth Base MPS -16LS 6/9/03 PER 6,072. 6,092. 4,207.06 4,218.29 MPS -16LS 6/9/03 PER 6,102. 6,112. 4,223.9 4,229.51 AB ABANDONED PER PERF APF ADD PERF RPF REPERF BPP BRIDGE PLUG PULLED SL SLOTTED LINER BPS BRIDGE PLUG SET SPR SAND PLUG REMOVED FCO FILL CLEAN OUT SPS SAND PLUG SET FIL FILL SQF SQUEEZE FAILED MIR MECHANICAL ISOLATED REMOVED SQZ SQUEEZE MIS MECHANICAL ISOLATED STC STRADDLE PACK, CLOSED MLK MECHANICAL LEAK STO STRADDLE PACK, OPEN • OH OPEN HOLE III • • bP To: Mark O'Malley /Rob Handy Date: May 31, 2011 MPU Ops Team Leaders From: Keith Lopez, MPU Schrader Pad Engineer 907 - 564 -5718 Subject: MPS -16LS MBE Treatment Step Unit Operation 1 F Shut in all offset producers. Bullhead water into MPS -16LS. 2 F Bullhead treatment down MPS -16LS (OA sand). Keep well and offset producers and injectors shut in for minimum of 2 days and flow producers to a tank before returning to production. OBJECTIVE 1. Divert water by sealing the preferential path of injection with a cement acting fluid and a rigid gel. Measure of success 1. Treatments are fully displaced into formation. 2. Post injection is adequate to achieve injection rate target at below target pressure. 3. Decrease of watercut over time in offset producers is seen. CRITICAL ISSUES • Ensure pumping pressure is not above the fracture gradient. • Ensure cleanliness of pump equipment and hard line (pre and post job) & properly dispose of remnant fluid per guidance from the Environmental Team. PROCEDURE Stage 1. Injection Test 1. RU, hold pre -job safety meeting, PT surface lines 2. Ensure offset producers are SI. 3. Spear in with Methanol, followed by produced water. Attempt to hold injection rate constant while adjusting pressure as needed. 4. Contact Engineering to discuss the injection pressure /rate trends. Once consensus is achieved that the fluid can be successfully placed into formation at acceptable rate /pressure continue with remainder of program. • • Stage 2. Treatment 5. Ensure offset producers are offline 6. Pump produced water pre -flush followed by cement acting fluid treatment and diesel displacement. Allow setup time. 7. Pump produced water pre -flush followed by high volume gel treatment and diesel over flush. 8. Capture a gel sample at surface and suspend in a warm water bath (to simulate downhole conditions) to monitor actual setting time. 9. Rig down all equipment and hold post job assessment meeting to capture learnings to be incorporated into future jobs. 10. Forward all post job assessments (w/ all rheology test summary) and continuous pressure and rate data from job to Pad Engineer. • Tree: CIW21:15 ' 5M Dill sling MPU S -1 6i Wellhead:11' x 2 3 +8" 5M FNC ffiiai s :rig trig. KB Elev. = 72.70 Hanger thread 2 3 +8" EUE top and 1ST oottari Orig. GL Elev. = 39 20 2' CIW-H 5P'd profile 20' r inoulabod, 216 1:.1: A-53 1 112' Short Strin Lona Stripa 2- 3 "HESX- Nlpslle pkg b: 3rJ01' I x ` _- u'8'HESX- Nipplegt.575'pkg bcvelI 30:x:' it 5'E" 40if L-80 ETC I 3055' I a a KOP +ss 360 Max. hole angle = 58.95 deg (A. 2789• H ale angle thnv pert = 55 DEG_ 2z4. L-E0, ETRC Casing Ib - 6.151, cap.- .03 33 bpi 2 -5.r, 4. Alt L-E0, IET tubing :drtt d - 1.901, Cap. - .00337 be !•76E 23.8' HEC X- Nipple ";1.875' pkg. bore) I]?' 2-3,"0" HES X- Nipple [1.875' ptg. bores I E I 7` x 2 -3,"B' baker 'Gr 1tet. dual Pkr. 1 582' I 1.945 "ID. ..5 I 2-3i8' H£S XN -Nippe 11.37[.' 3kg. Cole} 4o-Go 1.791' I E3+4: I Turing tail ' WLEG C /^ V W s A Perforation Summary 7" x 2-345" Saker'FH" Set par. I E03' 2.41'1D. Size Sp^ Interval IT.!D Nric�P 2- 3 t8 "ItESXNdllpple$1.a75` pkg. bore 1 6642' No-Go 1.791' 3 3,'@" 6 6,E72' - 5,89' I 4 049' -s9_E op a nds ELM: I 3 3.45' 6 6,972' - 6,092 =:20 - 4,215 — 24 Eater 'E Hydra Trip AO 5,102' -6,112 4,223 -4,229 1200 pk_ b. I &1: F" e A $if Pit (Tet r 7 3 - ba 162 I -13ddlt *Jrtar Flax: Coilar'ETD 163e2 I -• Halnburtor float shoe Aft DATE =EV Ev COMME'-ITC_. MILNE POINT UNIT 06:22:92 MD Dr,Ier c ■ Cased 2ci on 141 WELL Flo.: 9 - E6i12103 USG Comb etch by Doyon - 14 API : 50-029 BP EXPLORATION (AK) Page 1 of 2 • Schwartz, Guy L (DOA) From: Lopez, Keith [lopek3 @BP.com] Sent: Thursday, June 02, 2011 3:24 PM To: Schwartz, Guy L (DOA) Cc: Lastufka, Joseph N (SAIC); McEntyre, Scott R; Igbokwe, Chidiebere; Lopez, Keith Subject: RE MPS 26 MBE (PTf 9 03 -061) . Za 3 -66 Guy, AA.Y -/6 4s You will be receiving a total of 4 sundry requests for MBE treatments this summer. Here is some more details on the need for these jobs. • MPS -26SS - Is an OA injector supporting MPS -23 & MPS -25. This well has shown a steady increase in injectivity since '03 and currently has very high injectivity for the Schrader Bluff (1060 bwpd @ 459 psig). An MBE was confirmed with MPS -23 via a red dye tracer in '09. A successful treatment will decrease the injectivity of the well and lower the water cut in MPS -23 (currently 80 -90 %). MPS -26LS - Is an OB injector supporting MPS -23 and MPS -25. The injectivity of this string showed a dramatic increase in '09 until it was SI due to low injection pressure. A red dye test confirmed that this string had developed an MBE with MPS -23 also. A successful treatment will decrease injectivity of the well to allow for bringing it back on injection and lower the water cut in MPS -23 (currently 80 -90 %). MPS-16LS - Is an OA injection string supporting MPH -08, MPS -19A, and MPS -17. This string also showed dramatic increase in injectivity in '09 that continued until it was SI due to low injection pressure (1000 bwpd @ 610 psig). Subsequent red dye tests showed the string to have an MBE with both MPS -19A and MPS -17. A / successful treatment will decrease the injectivity of the string to allow for bringing it back on injection and lower the WC of MPS -19A (98 %) and of MPS -17 (93 %). MPS -20SS - Is an OA injection string supporting MPH -08 and MPS -17. This well also has extremely high injectivity and can not inject without the help of a downhole choke to reduce the injection rate and supply back pressure. An MBE between it and MPS -17 was confirmed with a red dye tracer. It is believed that this well may also have an MBE to MPS -19A in this zone but this has not been tested. A successful treatment would decrease the injectivity to not need the downhole choke to keep online and decrease the WC in MPS -17 (and potentially MPS -19A). Let me know if you need any additional info. Keith Lopez Wells & Subsurface Engineer Milne Point - Alaska BP Exploration Alaska, Inc. Office (907)- 564 -5718 Cell (907)- 903 -5432 From: Schwartz, Guy L (DOA) [ mailto:guy.schwartz ©alaska.govj 6/7/2011 j• Page2of2 • • Sent: Thursday, June 02, 2011 1:19 PM To: Lopez, Keith Subject: MPS -26 MBE (PTD 203 -061) Keith, Can you elaborate on the MBE operation planned for this MPS -26 ?? I see you are pumping into both SS and LS .... Is there an MBE in both sands ( OB and OA) ?? Which producers are affected ... etc. Guy Schwartz Senior Petroleum Engineer AOGCC 793 -1226 (office) 444 -3433 (cell) 6/7/2011 • • MICRC)FILMED 43/01 !2008 DO NOT PLACE ANY NEW MATERIAL UNDER THISPAGE F:\LaserFiche\CvrPgs_Inserts\Microfilm Marker.doc _ ..~.,_ -~ .,"- _ ) WELL LOG TRANSMITTAL Lit {}D5 -oLe To: State of Alaska Alaska Oil and Gas Conservation Comm. Attn.: Librarian 333 West ih Ave., Suite 100 Anchorage, Alaska 99501 February 16, 2006 \:;)·1 '?/ß RE: MWD Formation Evaluation Logs MPS-16, The technical data listed below is being submitted herewith. Please address any problems or concerns to the attention of: Rob Kalish, Sperry Drilling Services, 6900 Arctic Blvd., Anchorage, AK 99518 907-273-3500 MPS-16: LAS Data & Digital Log Images: SCANNEI); MAH «~ ~1) 20GB 50-029-23151-00 1 CD Rom , D d \fI ~ À~ ~ J- DATA SUBMITTAL COMPLIANCE REPORT 7/6/2005 Permit to Drill 2030650 Well Name/No. MILNE PT UNIT SB S-16 -- - --- - ------ MD 6364 r TVD 4371 r- Completion Date 6/10/2003 -- ------- REQUIRED INFORMATION --~--~-_.- --------~-- Mud Log No Operator BP EXPLORATION (ALASKA) INC ),~d ~ (,\ f'1~ Â~~:1 API No. 50-029-23151-00-00 Cy --2 Completion Status 1 WINJ Current Status 1WINJ Samples No - -~"--'" Directional surve( _ Y§ .-/ DATA INFORMATION Types Electric or Other Logs Run: MWD, GYRO, GR, RES, IFRlCASANDRA Well Log Information: Log/ Data Digital Type Med/Frmt ~D ~ ~pt ~t ëY- -- -- --- ------ Electr Dataset Number Name Directional Survey 11830 <hIS Vefifi~!!tion ~ ~ f \..\1- ~ Y he}-fl ~ Verification Directional Survey Directional Survey ~fEvaluation Well Cores/Samples Information: Name Interval Start Stop ADDITIONAL INFORMATION Well Cored? (J)¡ N Chips Received? Y Ð Analysis Q/ N Received? - - ------- ---- ------ --------" --------- Comments: -- ------ 5: ~ ~ ~ ~..\\ CII) \f -L- (data taken from Logs Portion of Master Well Data Maint) Log Log Run Interval OH/ -~ Scale Media No Start Stop CH Received Comments 454 6364 Open 6/12/2003 2 72 6326 Open 6/25/2003 2 72 6326 Open 6/25/2003 0 454 Open 6/12/2003 Gyro 454 6364 Open 6/12/2003 MWD 5 Col o 6271 Case 12/12/2003 Slim Cement Bond Log- SCMT-BB & Primary Depth Control Sent Received Sample Set Number Comments -- Daily History Received? ~N ~/N Formation Tops DATA SUBMITTAL COMPLIANCE REPORT 7/6/2005 Permit to Drill 2030650 Well Name/No. MILNE PT UNIT SB S-16 Operator BP EXPLORATION (ALASKA) INC API No. 50-029-23151-00-00 MD 6364 TVD 4371 ~etion Date 6/10/2003 Completion Status 1WINJ Current Status 1WI"!J II, ..u~y) Date: '3 fttJil ~ ~- Compliance Reviewed By: -'"' SChlumberger Alaska Data & Consulting Services 3940 Arctic Blvd, Suite 300 Anchorage, AK 99503-5711 ATTN: Beth Well Job # Log Description Date Blueline 1-01/J-19 \~-O~T 10662975 LDL 12/04/03 1 U-02A 53 - r;; 3~ 10708038 LDL 12/09/07 1 D.S.09-20 . ~-Ò'-l \ l 10674403 PSP LDL 11/26/03 1 W-17 ~,-OOC 10621748 TEMPERA TURE PROFILE 11/28/03 1 G-15A' :- 10564495 RST-SIGMA 07/11/03 1 01-33 I ~ ) ~ ..... 10568434 RST-SIGMA 04/15/03 1 D.S. 2-24 . ~~ -0"1- \ 10560320 SCMT 11/10/03 Q-07A 1 ~-é~~ 10572013 SCMT 04/21/03 MPS-26 ~ ~ -f) i 10563066 SCMT 05/30/03 MPK-21Av 0" ... \ l () (~ 10621740 USIT 11/01/03 MPS-16 . ()~ -c)[c:G 10563067 SCMT 05/31/03 PLEASE ACKNOWLEDGE RECEIPT BY SIGNING AND RETURNING ONE COPY EACH TO: BP Exploration (Alaska) Inc. Petrotechnical Data Center LR2-1 900 E. Benson Blvd. Anchorage, Alaska 99508 Date Delivered: ~ ' '----- ~C-\ ~ ;.. . \''''--~~'--\..-0_~~·'f"'\.. 12/11/03 NO. 3068 Company: State of Alaska Alaska Oil & Gas Cons Comm Attn: Lisa Weepie 333 West 7th Ave, Suite 100 Anchorage, AK 99501 Field: Prudhoe Bay Color Prints CD , ---- 2 2 2 2 2 / ()(i. yc¡ Br~'êb r ____i- Schlumberger GeoQuest 3940 Arctic Blvd, Suite 300 Anchorage, AK 99503-5711 nr--1~'!;, ~-D ATTN: Beth rt ¡..... r: ~ 1 '\ ¡ t- ! ¡ '\ __ ',...r 1-... ~ 't( .Jc~ Received by: DEC 1 2 2003 AJaSKtl Oii ~\ Gas Cons. (;ommi~n t~ìct1Off¡ge ) ') , , MECHANICAL INTEGRITY REPORT' '... WELL NUKBER 'ß\? ~..\ \~<ë.. ~~,\,~~ \J\VS-\~'\ \dCJ~-O<OS)' :. I G R E L :s ;.. s ~: . Side -0 -S ~~"'. \Q.~ " /\() -() ~ OPER & FIELD ::?UD DÞ.!E:: : ~!;LL DATA TD: ~'Sb\...\.HJ).. L-\~\\ TVD; :?BTD: (Pd"'~ HD '--\~~~TVD Cas i~g: '\" Shoe: <O~~ "':> MD TVD i DV:' ~ ~ l1D ~~ ·Tvl) :...::':1e"!:" : ~ ~ Shoe: \-:) ~ ill) ~b.- TVD j :OP: ~ þ-.- HD \-J'~ ;:"'¡IJ L.. c:.. '1 5 <6 '-\ d - . . "'\ "'\......,. . ; 0' VD c: _".JDl.::g: d'1U \f PaCKe!:' (~f)~\' HI) T j ....et ê.t: lø0C::: \ G \ It''"' " "- 5~ ~ ;). 5 ~,:) \..) :~~ ::ole Size V" ana ~t-, Perfs ~~~~ to ~~~;\ ~~ ~ CP..ÞJ-iI c;~ INTEGRITY - PART f 1 Annulus Press Test: ~:P Q)C:>()C; 1 15 min \<\5Ò ; 30 min \~çà. Co=ents: \'\ \~ ~\.\~c,..,.~ '0'1 (k~~L-St \it~ "'/~O~Ö2 /' Cement Volumes:· Þ-..mt. Line.r ~<".o \ 'b \.) \ ~~ ; Csg 300,>-..£ ; DV \J~ . MECHÞ_?\IICÞ.L INTEGRITY - PART /2 CLüt -.¡01 to cove!:' perfs "'-' 1 ~(J'lc '1. S 2>'\ ,,~\~ Q\. <:"'<'c..~<ë.."~ ~~~'t(J.<t,,~ -\0 CÐuCLÇ" -\0" ~~ ... seO I 'Iheore tical TOC ~ ã <0 <; ( 'o()...~~ 0 t- ~a '2ö ~ ~ C(~\'"*C<: -r(K. ~~(" \' ~C1~'t:>" \<'")~ ~\c)<:"'\ccd" \;~'"td Cement Bond Log (Yes or No) '< E S ; :In AOGCC File ~ t.. ~ CBL ~valuation, ~one above perfs ~~ "S/~\-()~') ~6 .\<:> ftl<d: \ \CI-~ ~~\ ~\<:o:: Prociuc:...tion Log: Type Evaluation CONCLUSIONS: . ~ ?art: :1: \-\:s::- ~'> ~~~~~J ?ar::: :2: V\r~,,:> "~\<:()..-\-f(.~ IlJ~ I __...., \'(þ I '(g _Q~ ) MEMORANDUM ) State of Alaska Alaska Oil and Gas Conservation Commission TO: Randy Ruedrich DATE: July 20,2003 Commissioner rO 1l1:,\í)~UBJECT: Mechanical Integrity Test THRU: T-em Mé1undcr ,<t1tl BPX P.I. Supervisor MPU S Pad FROM: Chuck Scheve Petroleum Inspector NON· CONFIDENTIAL Packer Depth Pretest Initial 15 Min. 30 Min. Well MPU 8-09 Type Inj. 8 TV.D. 4310 Tubing 1425 1425 1425 1425 Interval I P.T.D. 202-020 Type test P Test psi 1078 Casing 600 2000 1975 1975 P/F ~ Notes: Initial test Well MPU 8-10 Type Inj. 8 TV.D. 4109 Tubing 1500 1500 1500 1500 Interval I P.T.D. 203-067 Type test P Test psi 1027 Casing 650 2000 1900 1900 P/F ~ Notes: Initial test Well MPU 8-16 Type Inj. 8 TV.D. 4070 Tubing 1250 1250 1250 1250 Interval I P.T.D. 203-065 Type test P T est psi 1018 Casi ng 950 2025 1950 1950 P/F ~ Notes: Initial test Well MPU 8-18 Type Inj. 8 TV.D. 4238 Tubing 1450 1450 1450 1450 Interval I P.TD. 202-242 Type test P T est psi 1060 Casing 850 2000 1975 1975 P/F ~ Notes: Initial test Well MPU 8-26 Type Inj. 8 TV.D. 4089 Tubing 1450 1450 1450 1450 Interval I P.T.D. 203-061 Type test P Test psi 1022 Casi ng 1400 2500 2475 2475 P/F ~ Notes: Initial test Type INJ. Fluid Codes Type Test Interval F = FRESH WATER INJ. M= Annulus Monitoring 1= Initial Test G = GAS INJ. p= Standard Pressure Test 4= Four Year Cycle S = SALTWATER INJ. R= Internal Radioactive Tracer Survey V= Required by Variance N = NOT INJECTING A= Temperature Anomaly Survey W= Test during Workover D= Differential Temperature Test 0= Other (describe in notes) ,/ v/ ¡/' ¡,,// ¡/ Test's Details I traveled to BPXs S Pad in the Milne Point Unit and witnessed the initial MIT on the above listed 5 wells that were recently placed on injection. The pretest tubing and casing pressures were observed and found to be stable. The pressure tests were then performed with all wells demonstrating good mechanical integrity. M.I.T.'s pertormed: §. Attachments: Number at Failures: º Total Time during tests: 4 hours cc: MIT report form 5/12/00 L.G. 2003-0720_MIT _MPU_S-26_cs.xls 7/23/2003 c.. -f STATE OF ALASKA ALASKA OIL AND GAS CONSERVATION COMMISSION WELL COMPLETION OR RECOMPLETION REPORT AND LOG ) ) 1. Status of Well o Oil 0 Gas 0 Suspended 0 Abandoned 181 Service 2. Name of Operator BP Exploration (Alaska) Inc. 3. Address P.O. Box 196612, Anchorage, Alaska 99519-6612 4. Location of well at surface 3319' NSL, 151' WEL, SEC. 12, T12N, R10E, UM At top of productive interval 1240' NSL, 1802' WEL, SEC. 01, T12N, R10E, UM X = 564180, Y = 6003173 10. Well Number At total depth 1606' NSL, 1980' WEL, SEC. 01, T12N, R10E, UM X = 563999, Y = 6003538 11. Field and Pool 5. Elevation in feet (indicate KB, DF, etc.) 6. Lease Designation and Serial No. Milne Point Unit 1 Schrader Bluff KBE = 73.2' ADL 380109 12. Date Spudded 13. Date T.D. Reached 14. Date Comp., Susp., or Aband. 5/20/2003 5/23/2003 6/10/2003 17. Total Depth (MD+TVD) 18. Plug Back Depth (MD+TVD) 19. Directional Survey 6364 4371 FT 6279 4323 FT 181 Yes 0 No 22. Type Electric or Other Logs Run MWD , GYRO, GR , RES, IFR/CASANDRA Classification of Service Well Water Injection 7. Permit Number 203-065 8. API Number 50- 029-23151-00 9. Unit or Lease Name X = 565859, Y = 5999987 Milne Point Unit MPS-16i 15. Water depth, if offshore 16. No. of Completions NIA MSL One 20. Depth where SSSV set 21. Thickness of Permafrost NIA MD 1800' (Approx.) 23. CASING SIZE 20" 9-5/8" WT. PER FT. 92# 40# 26# GRADE H-40 L-80 L-80 CASING, LINER AND CEMENTING RECORD SETTING DEPTH HOLE Top BOTTOM SIZE Surface 112' 42" 35' 3055' 12-1/4" 33' 6363' 8-1/2" CEMENTING RECORD ,260 sx Arctic Set (Approx.) 510 sx PF 'L', 225 sx Class 'G1 300 sx Class 'G' AMOUNT PUllED 7" 24. Perforations open to Production (MD+ TVD of Top and Bottom and interval, size and number) 3-3/8" Gun Diameter, 6 SPF MD TVD MD TVD 25. TUBING RECORD SIZE DEPTH SET (MD) 2-3/8",4.7#, L-80 (Short) 5842' 2-3/8",4.6#, L-80 (Long) 6051' 26. ACID, FRACTURE, CEMENT SQUEEZE, ETC. DEPTH INTERVAL (MD) AMOUNT & KIND OF MATERIAL USED Freeze Protected with 60 Bbls of Diesel PACKER SET (MD) 582T 6031' NB Sands 5872' - 5892' NB Sands 4095' - 4106' OA Sands 6072' - 6092' 6102' - 6112' OA Sands 4207' - 4218' 4224' - 4230' 27. Date First Production July 2,2003 Date of Test Hours Tested PRODUCTION TEST Method of Operation (Flowing, gas lift, etc.) Water Injection PRODUCTION FOR Oll-BBl GAs-McF WATER-BBl TEST PERIOD CHOKE SIZE GAS-Oil RATIO Flow Tubing Casing Pressure CALCULATED Press. 24-HoUR RATE ::>8. CORE DATAi:< l-. ' Brief description of lithology, porosity, fractures, apparent dips and presence of oil, gas or water. Submit cor~-cbi~~ ~(:) :'C: < "(\ Oll-BBl GAs-McF WATER-BBl Oil GRAVITY-API (CORR) .)0....-.... '1._'......'· ._...... See Attached '.' JUt 1 ~,". J' ) rl n :. ~.' ,) J ,"" ;,b:Lè?~'..~~ ',¡_.~~'.'.., RBDMS SF' Gf- H!! , ' ~ of "'U" r¡ " ll. II,:, ,. I, " ... ~I~U~~\,~! I~J.).!.> ~ Form 10-407 Rev. 07-01-80 OR\G\NAl Submit In Duplicate IJ ) 29. Geologic Markers Marker Name Measured Depth 5076' 5476' 5824' 5832' 5860' 5866' 5872' 5899' 5917' 5923' 5933' 6021' 6069' 6113' 6158' 6209' Top of Ugnu Zone C Top of Ugnu Zone B SBF2-NA SBF21 SBF24-MF SBF1-NB SBF1-NBR SBF12 SBE4-NC SBE41 SBE2-NE SBE1-NF TSBD-OA TSBC TSBS-OS SBA5 31. List of Attachments: True Vertical Depth 3654' 3873' 4068' 4072' 4088' 4091' 4095' 4110' 4119' 4123' 4129' 4178' 4205' 4230' 4255' 4284' ) 30. Formation Tests Include interval tested, pressure data, all fluids recovered and gravity, GOR, and time of each phase. JULJ 0 Summary of Daily Drilling Reports, Surveys, Leak-Off Test Summary and a Core Sample Analysis Summary. MPS-16i Well Number Permit No. I Approval No. INSTRUCTIONS Date or7 - Oc¡ -0'5 Prepared By Name/Number: Drilling Engineer: Sandra Stewman, 564-4750 Matt Green, 564-5581 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 cementing and the location of the cementing tool. ITEM 27: Method of Operation: Flowing, Gas Lift, Rod Pump, Hydraulic Pump, Submersible, Water Injection, Gas Injection, Shut-In, Other-explain. ITEM 28: If no cores taken, indicate 'none'. Form 10-407 Rev. 07-01-80 OR\G\NAl · ) ) BÞËXÞLORATION Opetâtiol1SSu mmaryReport Legal Well Name: Common Well Name: Event Name: Contractor Name: Rig Name: MPS-16 MPS-16 DRILL +COMPLETE DOYON DRILLING INC. DOYON 14 Start: 5/19/2003 Rig Release: 6/10/2003 Rig Number: Spud Date: 5/19/2003 End: 6/10/2003 Date From- To Hours Task Code NPT Phase Descri ptionof· Operations 5/19/2003 22:00 - 23:00 1.00 MOB P PRE Prepare to skid rig floor to move position 23:00 - 00:00 1.00 MOB P PRE slide rig floor into move position - Move rock washer 5/20/2003 00:00 - 02:00 2.00 MOB P PRE Move rig off well MPS-26i - Spot rig over well MPS-16i 02:00 - 02:30 0.50 MOB P PRE Slide rig floor into drilling position 02:30 - 03:00 0.50 MOB P PRE Rig up floor - rock washer - take on water 03:00 - 04:30 1.50 RIGU P PRE Nipple up Divertor system - (Acept rig @ 03:00 hrs on 5/20/2003) - Mixing mud 04:30 - 05:00 0.50 RIGU P PRE Mixing spud mud - Install bails on Top Drive - Pepare to PU 4" dp - 5" HWT - Load pipe shed with 4" dp and 5" HWT 05:00 - 07:30 2.50 DRILL P SURF Pick up 4" dp - 5" HWT - Con't mixing mud 07:30 - 08:30 1.00 DRILL P SURF Pick up motor set to 1.5 deg - MWD - make up bit - orient same 08:30 - 09:00 0.50 DRILL P SURF Rig up Gyro tools - Function test Divertor system - John Crisp with AOGCC waived the witness of the test - 09:00 - 09:30 0.50 DRILL P SURF Pre Spud meeting with all drilling personnel - Fill hole - Check for surface leaks 09:30 - 10:30 1.00 DRILL P SURF Spud in well MPS-16i - Drill from 112' to 291' 10:30 - 11 :30 1.00 DRILL P SURF Run gyro survey - POH - make up flex DC's - Stablizers 11 :30 - 00:00 12.50 DRILL P SURF Directional Drill from 291' to 1486 -KO @ 450' - WOB 20K to 45K - RPM 80 - TO on 6K off 2K - GPM - 440 PP on 1900 - off 1590 - PU 102K - SO 97K - ROT 100K 5/21/2003 00:00 - 09:00 9.00 DRILL P SURF Directional Drill From 1486' to 3065' - WOB 30K to 45K - RPM 80 - TO on 8K - off 4K - GPM - 440 - PP on 2400 - off 2150 - PU 115K - SO 95K - ROT 103K 09:00 - 11 :00 2.00 CASE P SURF Circulate 3 X bottoms up - 13000 stks - GPM 500 - PP 2800 - Rpm 80 - PU 11 OK - SO 85K - ROT 100K 11 :00 - 13:00 2.00 CASE P SURF Pump out from 3065' to HWT @ 800' - Pump out at drlg rate 13:00 - 13:30 0.50 CASE P SURF RI H from 800' to 3065' - Tag bridges @ 1630' to 1670' - 1743' - 2030' 13:30 - 15:30 2.00 CASE P SURF Circulate 3 x bottoms up - GPM 500 - PP 2800 - RPM 100 - TO 4K - Pieces of wood back from 1650' - PU 11 OK - SO 85K - ROT 100K 15:30 - 17:30 2.00 CASE P SURF Pump out to HWT @ 815' - Pump out at Drlg rate 440 GPM 17:30 - 18:00 0.50 CASE P SURF Stand back HWT - 6 1/4" DC's 18:00 - 19:30 1.50 CASE P SURF BHA - Lay down 8" dC's - MWD - Flush motor - break bit - Lay down motor 19:30 - 20:00 0.50 CASE P SURF Clear rig floor 20:00 - 21 :00 1.00 CASE P SURF Rig up 9 5/8" casing tools - PJSM on running casing 21 :00 - 00:00 3.00 CASE P SURF Run 9 5/8" 40# L-80 BTC casing - Run to 1790' - Bridge - attempt to work through no go - Break circ attempt to circ - no circulation - Work string - break circ - work through bridge to 1816'- 5/22/2003 00:00 - 03:00 3.00 CASE P SURF Run 73 joints 9 5/8" L-80 BTC 40# casing to 3054' - Shoe @ 3054.97' - Float Collar @ 2968.11' - Tight hole @ 1960' work string - Break circ - Wash from 1960' to 2480' - Con't RIH with casing from 2480' to 3054' - No pump required - Land casing on landing ring 03:00 - 04:00 1.00 CEMT P SURF Circulate hole - Condition mud 2 X casing volume - For cement job - 8 bpm @ 300 psi 04:00 - 07:00 3.00 CEMT P SURF Halliburton pump 10 bbls water - Test Lines to 3500 psi - Pump 10 bbls water - 50 bbls Alpha spacer @ 10.2 ppg - Drop btm plug on the fly last 5 bbls pumped - 2 gal dye in first 5 bbls of spacer slurry - Pump 510 sxs 377 bbls 10.7 ppg Lead cement Printed: 6/16/2003 2:05:53 PM ) ) BP EXPLORATION OpetatlònsSummªryR~port Page2·of4 Legal Well Name: Common Well Name: Event Name: Contractor Name: Rig Name: MPS-16 MPS-16 DRILL +COMPLETE DOYON DRILLING INC. DOYON 14 Start: 5/19/2003 Rig Release: 6/10/2003 Rig Number: Spud Date: 5/19/2003 End: 6/10/2003 Date From ~ To Hours . Task Code NPT Phase Description of Operations 5/22/2003 04:00 - 07:00 3.00 CEMT P SURF yield 4.15 cf/sx - Pumped 225 sxs Class 'G' 46 bbls at 15.8 ppg yield 1.15 cf/sx - Lead cement pumped at 6.5 BPM @ 500 psi - Kicked out Top plug with Howco 30 bbls water - Rig displaced with 192 bbls mud - Bump plug with 1800 psi - Bleed off - Floats held CIP @ 06:30 hrs - 47.7 bbls good cement to surface 07:00 - 08:00 1.00 CEMT P SURF Rig down cement head - Flush out divertor system - Lay down landing joint - Lay down casing tools 08:00 - 08:30 0.50 CASE P SURF Nipple down divertor system 08:30 - 09:00 0.50 CASE P SURF Nipple up 12" speed head - Tubing head - Test to 1000 psi for 10 mins 09:00 - 11 :00 2.00 CASE P SURF Nipple up BOP's 11 :00 - 14:30 3.50 CASE P SURF Test BOP's - Annular 250 low 2500 high 5 min each test - Top rams - Bottom Rams - Choke manifold - Hyd Choke 1 Kill valves - Manual Choke / Kill valves - Floor safety valves - Upper / Lower IBOP - 250 low 3500 high 5 min each test - Accumulator test preformed - BOP witness of test waived by Chuck Scheeve with AOGCC 14:30 - 15:00 0.50 CASE P SURF Pull test plug - Install wear ring - Close annulus valves 15:00 - 16:00 1.00 CASE P SURF Make up BHA - Pick up motor with 1.22 bend - Make up MWD orient - Surface test MWD @ 271' - 95 spm - 80 psi - Can't pick up BHA 16:00 - 17:00 1.00 CASE P SURF RIH with HWT and 4" dp to 2917' 17:00 - 18:00 1.00 CASE P SURF Cut drlg line - Service Top Drive 18:00 - 19:00 1.00 CASE P SURF Test Casing to 2500 psi for 30 mins - Recorded on Chart 19:00 - 19:30 0.50 CASE P SURF Drill Float equipment + 20' of new hole to 3085' 19:30 - 20:00 0.50 CASE P SURF Circulate condition mud for FIT test 20:00 - 20:30 0.50 CASE P SURF Preform FIT - rvD 2599' - 9 ppg mud - 340 surface pressure = 11.5 EMW - Recorded on Chart - Held for 10 mins 20:30 - 00:00 3.50 DRILL P INT1 Directional Drill From 3085' to 4000' - WOB 30K to 40K - RPM 120 - TO on 8K - off 6K - GPM 450 - PP on 2550 - off 2200 - PU 115K - SO 85K - ROT 100K 5/23/2003 00:00 - 14:30 14.50 DRILL P INT1 Directional Drill from 4000' to T.D 81/2" hole @ 6364' - wob 30K TO 45K - rpm 120 - TO on 9K - off 7K - GPM 440 - PP on 3040 - off 2720 - PU 168K - SO 91 K - ROT 116K (Top of Ugnu 4850' MD 3534' rvD - Base Ugnu 5825' MD 4069' rvD) 14:30 - 17:00 2.50 CASE P INT1 CBU 3 X - GPM 430 - PP 2720 - RPM 120 - TO 7K - PU 168K- SO 91 K - ROT 116K 17:00 - 20:30 3.50 CASE P INT1 Pump out to shoe from 6364' to 3030' - Drlg rate 440 gpm - Hole in good condition 20:30 - 21 :30 1.00 CASE N RREP INT1 Trouble shoot Top Drive - Repair toggle switch 21 :30 - 22:30 1.00 CASE P INT1 RIH from 3030' to 6364' - Hole in good shape no bridges or tight spots 22:30 - 00:00 1.50 CASE P INT1 CBU 3 X - GPM 430 - PP 2650 - RPM 120 - TO 9K - PU 165K- SO -90K - ROT 115K 5/24/2003 00:00 - 00:30 0.50 CASE P INT1 Con't circulate 3rd bottoms up 00:30 - 01 :00 0.50 CASE P INT1 Flow check well- Well static - Pump dry job - Blow down Top Drive 01 :00 - 02:00 1.00 CASE P INT1 POH - From 6364' to 5700' overpulls 15K to 25K - From 5700' to 5100' overpulls 1 OK to 20K - From 5100' to 4555' overpulls 5K hole in good shape 02:00 - 02:30 0.50 CASE P INT1 RIH from 4555' to 6364' - Hole in good shape - No bridges 02:30 - 04:00 1.50 CASE P INT1 CBU 2.25 X - GPM 420 - PP 2450 - RPM 120 - TO 9K - Printed: 6/16/2003 2:05:53 PM ') ) BP EXPLORATION Operatiol1s$ U I11mê1ryRep()rt Page 30f 4 Legal Well Name: Common Well Name: Event Name: Contractor Name: Rig Name: MPS-16 MPS-16 DRILL +COMPLETE DOYON DRILLING INC. DOYON 14 Start: 5/19/2003 Rig Release: 6/10/2003 Rig Number: Spud Date: 5/19/2003 End: 6/10/2003 Date From ~ To Hours Task· Code NPT Phase 5/24/2003 04:00 - 04:30 0.50 CASE P 04:30 - 07:00 2.50 CASE P 07:00 - 07:30 0.50 CASE P 07:30 - 09:30 2.00 CASE P 09:30 - 10:30 1.00 EVAL P 10:30 -11:30 1.00 EVAL N 11 :30 - 12:00 0.50 EVAL N 12:00 - 16:00 4.00 EVAL P 16:00 - 17:00 1.00 EVAL P 17:00 - 17:30 0.50 CASE P 17:30 - 18:00 0.50 CASE P 18:00 - 19:00 1.00 CASE P 19:00 - 22:00 3.00 CASE P 22:00 - 22:30 0.50 CASE P 22:30 - 00:00 1.50 CASE P 5/25/2003 00:00 - 02:00 2.00 CASE P 02:00 - 03:00 1.00 CASE P 03:00 - 03:30 0.50 CASE P 03:30 - 04:30 1.00 CASE P 04:30 - 06:00 1.50 CEMT P INT1 INT1 INT1 INT1 INT1 DPRB INT1 DPRB INT1 INT1 INT1 INT1 INT1 INT1 INT1 INT1 INT1 INT1 INT1 INT1 INT1 INT1 06:00 - 06:30 0.50 CEMT P INT1 06:30 - 07:30 1.00 CASE P INT1 07:30 - 08:00 0.50 CASE P INT1 08:00 - 09:00 1.00 CASE P INT1 09:00 - 12:00 3.00 RIGD P COMP . Descri ptiondf Operations Flow check well - Well static - Pump dry job - Blow down Top Drive POH from 6364' to 2161' - Lay down 15 stands excess 4" drill pipe - Change out 4" to 5" handling equipment Lay down 5" HWT - Jars - Stabilizers - Stand Flex DC's back - Lay down MWD - Flush motor - Lay down motor Clear rig floor - Pick up Schlumberger equipment - PJSM - Rig up Schlumberger tools - Pick up SWC guns· PJSM on arming guns - Arm guns RIH on E-Line GR - SWC guns - could not pass 3680' - POH Disarm guns - Pick up rollers - Core guns - GR RIH on E-Line core guns - GR to 6225' - Take 45 SWC from 6191' to 4753'· POH with SWC- Recovered SWC on rig floor - All 45 shot fired - Recovered 45 cores - Rig down Schlumberger Pull wear ring· Install 7" rams Body Test to 1500 psi - ok Rig up casing tools - PJSM running casing Run 7" 26# L-80 BTC casing to 3011' - 73 jts Break Circulation - Circulate @ 6 BPM - 430 psi - Total bbls circulated 200 Con't RIH from 3011' to 4780' Jt # 73 to # 117 Con't Run 7" 26# L-80 BTC casing from 4780' to 6340' Jts 118# to 154# Break circ - Circulate At 5 bpm - 480psi - Reciprocate 20' strokes while circulating PU 195K - SO 1 05K - Circulate 200 bbls Rig down Franks fill up tool - Make up Howco cementing head - Cement lines - wash up lines Circulate 2 casing volumes - 400 bbls - @ 5 bpm - 480 psi - Reciprocating 20' strokes while circulating PU 190K - SO 11 OK Howco - Pump 5 bbls water - Test lines to 3500 psi - Pump 15 bbls water - Pump 20 bbls Alpha spacer mixed @ 10.2 ppg - Pumped at 5 BPM @ 500 psi - (dropped btm plug on the fly last 3 bbls spacer pumped) - Pumped 65 bbls - 300 sxs Class 'G' with 3% KCL + 1 % Cal Seal + .5% LAP - Yield 1.22 cf/sx mixed at 15.6 ppg - Pump rate 5 BPM @ 650 psi - Displaced with 240 bbls of 9.7 Brine - Pump rate 5 BPM @ 450 psi- Reciprocated pipe through out job - Pipe set on bottom last 8 bbls displaced - Bumped plug with 1600 psi - 1000 psi over pump rate - CIP 06:00 Hrs - Rig down Howco cementing head Break tubing head from casing head - Nipple down flowline - Pick up BOP's - Clean slip bowl - Pick up string to 175K - Set slips with 125K weight on slips Make up 1" Blow down adapter - Blow down 90' of casing (60' below ground level void) - Make rough cut on 7" casing Pull riser off BOP's - Set BOP's back on stump - Make final cut on 7" Install FMC pack-off - Nipple up tubing head - Test pack-off to 3800 psi for 15 mins - Test is 70% of collapse of 7" - Install FMC 11" X 4 1/2" tubing hanger - Nipple up FMC 11" X 4 1 '16" Printed: 6/16/2003 2:05:53 PM ) ) >BP EXP~ORATION Operations Sum:maryRéport Page 40f 4 Legal Well Name: Common Well Name: Event Name: Contractor Name: Rig Name: MPS-16 MPS-16 DRILL +COMPLETE DOYON DRILLING INC. DOYON 14 Start: 5/19/2003 Rig Release: 6/10/2003 Rig Number: Spud Date: 5/19/2003 End: 6/10/2003 Date From-To Hours Task Code NPT Phase Description of Operations 5/25/2003 09:00 - 12:00 3.00 RIGD P COMP tubing head adapter - Test pack off to 5K - Nipple up 4 1/16" 5K master valve - Freeze protect 9 5/8" X 7" annulus with 60 bbls of diesel - Clean cellar - secure well - Rig released @ 12:00 Hrs 5/25/2003 (Top rams changed back to 2 7/8" X 5" variable) 6/8/2003 20:00 - 23:00 3.00 RUNCOrvP COMP Move rig from MPS-10, spot on MPS-16, rig accepted @ 2300 hrs. 8/8/2003 23:00 - 23:30 0.50 RUNCOrvP COMP Nipple down dry hole tree, 23:30 - 00:00 0.50 RUNCOrvP COMP Make up adapter flange to Dual tree, pick up TBG hangers, take on water 6/9/2003 00:00 - 00:30 0.50 RUNCOrvP COMP Dummy run with TBG hangers, (LDS KB 30.20) 00:30 - 02:00 1.50 RUNCOrvP COMP Nipple up BOPS 02:00 - 05:30 3.50 RUNCOrvP COMP Test BOPS, Annular and Manifold 250-3500 psi 5 min. per test the right to witness test was wavied by Chuck Scheve AOGCC 05:30 - 06:00 0.50 RUNCOrvP COMP Test 7" csg to 3500 psi for 30 min. 06:00 - 14:30 8.50 PERF P COMP Rig up Schlumberger, pick up 3.375 HSD, 3406 Powerjet HMX, 6 shorts per ft. 60 phase., Perforate well 5872-5892- 20 ft 6072-6092-20 ft 6102-3112 -10ft (lost 1 bbl to formation when shot) three run with guns and one run with 6.1' gauge ring junk basket from surface to TD, rig down schlumberger truck 14:30 -15:00 0.50 RUNCOrvP COMP Service rig 15:00 - 16:00 1.00 RUNCOrvP COMP Rig up to run tubing 16:00 - 16:30 0.50 RUNCOrvP COMP PJSM on running tubing 16:30 - 00:00 7.50 RUNCOrvP COMP Picking up Dual string of 2 3/8 4.6# L-80 IBT tubing with 7x2 3/8 FH Ret packer and GT 7x 2 3/8 Dual Ret packer 6/10/2003 00:00 - 02:00 2.00 RUNCOrvP COMP Picking up Dual string of 23/84.6# L-80 IBT tubing with 7x2 3/8 FH Ret packer and GT 7x 2 3/8 Dual Ret packer,( total loss to well 8 bbls of 9.7 brine) 02:00 - 04:30 2.50 RUNCOrvP COMP Rig up Schlumberger and run 1.6875 CCL/GR for packer depth control 04:30 - 05:30 1.00 RUNCOrvP COMP Space out - Make up hangers - Land tubing 05:30 - 06:00 0.50 RUNCOrvP COMP Torque up LOS - Lay down landing jts, test 1WC to 1000 psi 06:00 - 06:30 0.50 RUNCOrvP COMP Nipple down BOPS 06:30 - 08:00 1.50 RUNCOrvP COMP Nipple up CIW 2.0625 Dual Tree,Adapter flange, test to 5,000 psi 08:00 - 08:30 0.50 RUNCOrvP COMP Rig up to circulate - test lines 08:30 - 10:30 2.00 RUNCOrvP COMP Pump 160 bbls 9.7 brine treated with corexit - 58 bbls diesel in annulus 10:30 - 15:00 4.50 RUNCOrvP COMP Drop ball on long string chase with 9.2 brine - set packer - test long string to 3000 psi for 30 mins - Shear Hydro-Trip @ 3900 psi - Test annulus to 2000 psi for 30 mins - Drop ball short string - bullhead 20 bbls 9.2 brine seat ball with good isolation - test @ 1.5 BPM - 1500 psi - test short string 3000 psi for 30 mins - shear out X nipple @ 3800 psi 15:00 - 15:30 0.50 RUNCOrvP COMP Install BPV 15:30 - 16:00 0.50 RUNCOrvP COMP Secure well and tree - Release Rig @16:00 hrs 6/10/2003 Printed: 6/16/2003 2:05:53 PM Legal Name: Common Name: Test Date 5/22/2003 FIT MPS-16 MPS-16 Test Type Test Depth (TMD) 3,085.0 (ft) TesíDepth(TVD) 2,599.0 (ft) AMW 9.00 (ppg) Surface Pressure l..~aItØffPl"~~ul"~(~~P) 340 (psi) 1,555 (psi) EMW 11.52 (ppg) ~ --- Printed: 6/16/2003 2:05:46 PM ) ) 12-Jun-03 AOGCC Howard Okland 333 W. 7th Ave. Suite 100 Anchorage, AK 99501 DEFINITIVE Re: Distribution of Survey Data for Well MPS-16 GYRO Dear Dear Sir/Madam: Enclosed are two survey hard copies. Tie-on Survey: Window / Kickoff Survey: Projected Survey: 0.00' MD 0.00' MD (if applicable) 0.00 I MD Please call me at 273-3545 if you have any questions or concerns. Regards, dD 3--0(Ö~ RECEIVED William T. Allen Survey Manager JUN 1 2 2003 Attachment(s) Alaska 011 & Gas Cons. Commieeion ~~ ~.... Sperry-Sun Drilling Services Milne Point Unit BPXA Milne Point MPS MPS-16 Gyro Surveyed: 23 May, 2003 Survey Report 11 June, 2003 Your Ref: API 500292315100 Surface Coordinates: 5999986.62 H, 565859.41 E (70° 24' 37.4557" H, 1490 27' 49.4023" W) Grid Coordinate System: HAD27 Alaska State Planes, Zone 4 Surface Coordinates relative to Project H Reference: 999986.62 N, 65859.41 E (Grid) Surface Coordinates relative to Structure: 15.90 N, 485.47 W (True) Kelly Bushing: 73.20ft above Mean Sea Level Elevation relative to Project V Reference: 73.20ft Elevation relative to Structure: 73.20ft spa.,.,...,y-sUl'1 DRILLING SERVices A Halliburton Company D EF N T VE . ~/ ,--".' Survey Ref: svy1218 EXPLORA TION (ALASKA) INC. I~_~- ~-F- -"Milne Point Unit Measured Sub-Sea Vertical Depth Incl. Azim. Depth Depth (ft) (ft) (ft) 0.00 0.000 0.000 -73.20 0.00 203.00 0.410 296.610 129.80 203.00 275.00 0.460 288.530 201.80 275.00 364.00 0.890 326.870 290.79 363.99 454.00 1.710 346.900 380.77 453.97 Sperry-Sun Drilling Services Survey Report for Milne Point MPS - MPS-16 Gyro Your Ref: API50029231S100 Surveyed: 23 May, 2003 Local Coordinates Northings Eastlngs (ft) (ft) 0.00 N 0.33N 0.53 N 1.22 N 3.12 N O.OOE 0.65W 1.15W 1.87W 2.56W Global Coordinates Northings Eastings (ft) (ft) 5999986.62 N 5999986.94 N 5999987.14 N 5999987.83 N 5999989.72 N All data is in Feet (US Survey) unless otherwise stated. Directions and coordinates are relative to True North. Vertical depths are relative to Well. Northings and Eastings are relative to Well. Global Northings and Eastings are relative to NAD27 Alaska State Planes, Zone 4. The Dogleg Severity is in Degrees per 100 feet (US Survey). Vertical Section is from Well and calculated along an Azimuth of 331.730° (True). Magnetic Declination at Surface is 25.497°(20-May-03) Based upon Minimum Curvature type calculations, at a Measured Depth of 454.00ft.; The Bottom Hole Displacement is 4.03ft., in the Direction of 320.651 ° (True). Survey tool proQram for MPS-16 Gvro From Measured Vertical Depth Depth (ft) (ft) To Measured Vertical Depth Depth Survey Tool Description (ft) (ft) 0.00 0.00 454.00 453.97 BP High Accuracy Gyro 11 June, 2003 ~ 10:37 Page 20f2 565859.41 E 565858.76 E 565858.25 E 565857.53 E 565856.83 E BPXA Dogleg Vertical Rate Section (0/100ft) 0.202 0.110 0.676 1.028 Comment 0.00 BP High Accuracy Gyro 0.59 1.02 1.96 3.96 --- -_.J DrillQuest 3.03.02.005 ) ) 12-Jun-03 AOGCC Howard Okland 333 W. 7th Ave. Suite 100 Anchorage, AK 99501 DEFINITIVE Re: Distribution of Survey Data for Well MPS-16 Dear Dear Sir/Madam: Enclosed are two survey hard copies. Tie-on Survey: Window / Kickoff Survey: Projected Survey: 0.00' MD 0.00' MD 6,364.00 I MD (if applicable) Please call me at 273-3545 if you have any questions or concerns. Regards, RECEIVED William T. Allen Survey Manager JUN 1 2 2003 Alaska ()¡~ & Gas Cons. Commisaion Anchorage Attachment(s) J.JJ 3 -- 0 l.o ~ ~~ I" Sperry-Sun Drilling Services Milne Point Unit BPXA Milne Point MPS MPS-16 Job No. AKZZ0002455335, Surveyed: 23 May, 2003 Survey Report 11 June, 2003 Your Ref: API 500292315100 Surface Coordinates: 5999986.62 N, 565859.41 E (70024' 37.4557" N. 149027'49.4023" W) Grid Coordinate System: NAD27 Alaska State Planes, Zone 4 Surface Coordinates relative to Project H Reference: 999986.62 N. 65859.41 E (Grid) Surface Coordinates relative to Structure: 15.90 N, 485.47 W (True) Kelly Bushing: 73.20ft above Mean Sea Level Elevation relative to Project V Reference: 73.20ft Elevation relative to Structure: 73.20ft !5PE!!r''-'Y-SUf1 DRILL.ING SERVICES A Halliburton Company DEF NITIVE" ~ -- Survey Ref: svy1219 Sperry-Sun Drilling Services Survey Report for Milne Point MPS . MPS·16 Your Ref: API 500292315100 Job No. AKZZOO02455335, Surveyed: 23 May, 2003 ... BP EXPLORA TION (ALASKA) INC. BPXA Milne Point Unit Measured Sub-Sea Vertical Local Coordinates Global Coordinates Dogleg Vertical Depth Incl. Azim. Depth Depth Northings Eastings Northings Eastings Rate Section Comment (ft) (ft) (ft) (ft) (ft) (ft) (ft) (0/100ft) 454.00 1.710 346.900 380.77 453.97 3.12 N 2.56W 5999989.72 N 565856.83 E 3.96 AK-6 BP JFR-AK 574.84 2.440 350.340 501.53 574.73 7.41 N 3.40W 5999994.00 N 565855.95 E 0.613 8.14 666.84 3.530 354.770 593.40 666.60 12.16 N 3.98W 5999998.75 N 565855.32 E 1.210 12.60 756.77 5.790 1,910 683.03 756.23 19.45 N 4.08W 6000006.04 N 565855.15 E 2.590 19.07 854.66 7.910 357.420 780.21 853.41 31.12 N 4.22W 6000017.70 N 565854.91 E 2.232 29.41 949.41 11.340 349.100 873.62 946.82 46.78 N 6.28W 6000033.35 N 565852.72 E 3.897 44.18 ~ 1045.53 15.000 347.140 967.20 1040.40 68.20 N 10.84 W 6000054.72 N 565847.97 E 3.835 65.20 1142.39 16.610 349.820 1060.39 1133.59 94.05 N 16.07 W 6000080.52 N 565842.51 E 1.825 90.44 1238.86 17.740 348.660 1152.56 1225.76 122.03 N 21.40 W 60001 08.46 N 565836.93 E 1.224 117.61 1333.00 21.280 344.780 1241.29 1314.49 152.59 N 28.71 W 6000138.95 N 565829.36 E 4.002 147.98 1429.47 25.530 341.710 1329.80 1403.00 189.23 N 39.83 W 6000175.49 N 565817.91 E 4.582 185.53 1524.34 25.480 342.320 1415.43 1488.63 228.09 N 52.45 W 6000214.24 N 565804.95 E 0.282 225.72 1619.57 27.830 341.200 1500.53 1573.73 268.65 N 65.83 W 6000254.68 N 565791.21 E 2.523 267.79 1716.01 26.770 341.350 1586.23 1659.43 310.54 N . 80.03 W 6000296.44 N 565776.64 E 1.101 311.41 1812.06 27,620 342.040 1671.66 1744.86 352.22 N 93.82 W 6000338.00 N 565762.49 E 0.944 354.64 1906.64 28.830 343.690 1754.99 1828.19 394.96 N 106.98 W 6000380.62 N 565748.95 E 1.522 398.52 2002.91 29.890 343.660 1838.90 1912.10 440.26 N 120.25 W 6000425.80 N 565735.28 E 1.101 444.70 2099.33 33.460 344.990 1920.94 1994.14 489.00 N 133.90 W 6000474.42 N 565721.21 E 3.773 494.10 2193.19 35.800 344.240 1998.17 2071.37 540.42 N 148.06 W 6000525.72 N 565706.59 E 2.534 546.09 2291.89 39.580 341.500 2076.26 2149.46 598.05 N 165.88 W 6000583.18 N 565688.26 E 4.188 605.28 2388.44 45.610 338.810 2147.31 2220.51 659.45 N 188.13 W 6000644.38 N 565665.47 E 6.523 669.90 2482.05 50.660 335.750 2209.77 2282.97 723.69 N 215.11 W 6000708.38 N 565637.93 E 5.917 739.25 2578.76 54.360 331.240 2268.64 2341 .84 792.28 N 249.40 W 6000776.67 N 565603.03 E 5.321 815.90 2673.12 57.930 329.220 2321.20 2394.40 860.27 N 288.33 W 6000844.31 N 565563.51 E 4.180 894.22 --/ 2768.79 58.950 328.770 2371.28 2444.48 930.14 N 330.32 W 6000913.81 N 565520.90 E 1.139 975.64 2862.56 58.300 329.500 2420.10 2493.30 998.86 N 371.39 W 6000982.16 N 565479.23 E 0.960 1055.62 2958.81 58.310 329.960 2470.67 2543.87 1069.59 N 412.67 W 6001052.53 N 565437.32 E 0.407 1137.46 3007.42 58.560 329.700 2496.11 2569.31 1105.39 N 433.49 W 6001088.15 N 565416.19 E 0.687 1178.86 3051.22 58.140 329.430 2519.10 2592.30 1137.54 N 452.37 W 6001120.13 N 565397.02 E 1.093 1216.12 3148.58 58.280 328.830 2570.39 2643.59 1208.57 N 494.84 W 6001190.78 N 565353.94 E 0.543 1298.79 3244.11 57.770 328.840 2620.97 2694.17 1277.91 N 536.77 W 6001259.75 N 565311.39 E 0.534 1379.72 3340.47 57.490 329.510 2672.56 2745.76 1347.80 N 578.48 W 6001329.27 N 565269.07 E 0.655 1461.02 3433.03 57.910 329.610 2722.02 2795.22 1415.25 N 618.11 W 6001396.37 N 565228.84 E 0.463 1539.21 3529.27 58,030 329.850 2773.07 2846.27 1485.72 N 659.24 W 6001466.47 N 565187.09 E 0.245 1620.74 3625.90 58.370 329.880 2823.99 2897.19 1556.74 N 700.47 W 6001537.13 N 565145.24 E 0.353 1702.83 11 June, 2003 - 10:37 Page 2 0'4 DrillQuest 3.03.02.005 Sperry-Sun Drilling Services Survey Report for Milne Point MPS· MPS-16 Your Ref: API 500292315100 Job No. AKZZOO02455335, Surveyed: 23 May, 2003 BP EXPLORA TION (ALASKA) INC. BPXA Milne Point Unit Measured Sub-Sea Vertical Local Coordinates Global Coordinates Dogleg Vertical Depth Incl. Azim. Depth Depth Northings Eastings Northings Eastings Rate Section Comment (ft) (ft) (ft) (ft) (ft) (ft) (ft) (0/100ft) 3722.27 58.510 329.300 2874.43 2947.63 1627.56 N 742.04 W 6001607.58 N 565103.05 E 0.533 1784.88 3817.88 58.790 329.810 2924.17 2997.37 1697.96 N 783.4-1 W 6001677.60 N 565061.06 E 0.542 1866.48 3913.45 58.640 329.540 2973.80 3047.00 1768.45 N 824.65 W 6001747.73 N 565019.20 E 0.288 1948.10 4009.42 58.870 329.510 3023.58 3096.78 1839.17 N 866.26 W 6001818.08 N 564976.97 E 0.241 2030.09 4105.55 58.490 329.700 3073.55 3146.75 1910.00 N 907.81 W 6001888.54 N 564934.79 E 0.430 2112.15 4201.03 58.670 330.570 3123.32 3196.52 1980.66 N 948.38 W 6001958.84 N 564893.60 E 0.800 2193.60 --- 4297.56 58.520 330.540 3173.62 3246.82 2052.41 N 988.88 W 6002030.23 N 564852.47 E 0.158 2275.97 4393.61 58.320 330.420 3223.92 3297.12 2123.61 N 1029.20 W 6002101.07 N 564811.52 E 0.234 2357.78 4489.59 58.390 330.450 3274.28 3347.48 2194.68 N 1069.52 W 6002171.79 N 564770.58 E 0.078 2439.47 4585.38 58.790 329.830 3324.20 3397.40 2265.58 N 1110.22 W 6002242.32 N 564729.25 E 0.692 2521 .19 4681 .22 58.790 330.390 3373.86 3447.06 2336.65 N 1151.07W 6002313.03 N 564687.78 E 0.500 2603.12 4774.17 58.670 330.510 3422.11 3495.31 2405.76 N 1190.25 W 6002381.79 N 564647.99 E 0.170 2682.55 4870.77 58.240 330.300 3472.65 3545.85 2477.35 N 1230.91 W 6002453.01 N 564606.70 E 0.482 2764.85 4966.28 58.440 330.530 3522.78 3595.98 2548.04 N 1271.04 W 6002523.36 N 564565.95 E 0.293 2846.13 5062.54 57.630 329.320 3573.74 3646.94 2618.71 N 1311.96W 6002593.66 N 564524.40 E 1.358 2927.75 5157.96 57.630 328.940 3624.83 3698.03 2687.89 N 1353.32 W 6002662.47 N 564482.44 E 0.336 3008.26 5254.13 56.830 328.620 3676.88 3750.08 2757.04 N 1395.23 W 6002731.25 N 564439.92 E 0.878 3089.01 5349.95 55.780 327.670 3730.04 3803.24 2824.76 N 1437.30 W 6002798.59 N 564397.26 E 1.372 3168.58 5446.74 56.650 328.490 3783.86 3857.06 2893.04 N 1479.83 W 6002866.49 N 564354.13 E 1.142 3248.86 5543.59 55.570 329.380 3837.87 3911.07 2961.90 N 1521.32 W 6002934.99 N 564312.03 E 1.351 3329.16 5632.87 55.950 330.070 3888.10 3961.30 3025.64 N 1558.53 W 6002998.40 N 564274.26 E 0.768 3402.92 5736.63 56.220 332.050 3946.00 4019.20 3100.99 N 1600.19 W 6003073.38 N 564231.94 E 1.605 3489.01 5830.66 56.070 332.940 3998.38 4071.58 3170.25 N 1636.25 W 6003142.32 N 564195.27 E 0.802 3567.09 5927.98 55.790 333.480 4052.90 4126.10 3242.21 N 1672.58 W 6003213.95 N 564158.30 E 0.542 3647.68 -~ 6024.25 55.790 333.740 4107.03 4180.23 3313.53 N 1707.97 W 6003284.96 N 564122.29 E 0.223 3727.25 6119.83 55.880 334.060 4160.70 4233.90 3384.55 N 1742.76 W 6003355.67 N 564086.87 E 0.293 3806.28 6215.73 56.180 334.870 4214.29 4287.49 3456.31 N 1777.05 W 6003427.13 N 564051.96 E 0.767 3885.72 6297.90 55.820 334.940 4260.24 4333.44 3518.00 N 1805.94 W 6003488.56 N 564022.52 E 0.444 3953.73 6364.00 55.820 334.940 4297.37 4370.57 3567.54 N 1829.10 W 6003537.89 N 563998.92 E 0.000 4008.33 Projected Survey 11 June, 2003 - 10:37 Page 3 of4 DrillQuest 3.03.02.005 Sperry-Sun Drilling Services Survey Report for Milne Point MPS ~ MPS·16 Your Ref: AP/500292315100 Job No. AKZZoo02455335, Surveyed: 23 May, 2003 BP EXPLORA T/ON (ALASKA) INC. Milne Point Unit BPXA All data is in Feet (US Survey) unless otherwise stated. Directions and coordinates are relative to True North. Vertical depths are relative to Well. Northings and Eastings are relative to Well. Global Northings and Eastings are relative to NAD27 Alaska State Planes, Zone 4. The Dogleg Severity is in Degrees per 100 feet (US Survey). Vertical Section is from Well and calculated along an Azimuth of 331.730° (True). Magnetic Declination at Surface is 25.498°(20-May-03) ....- Based upon Minimum Curvature type calculations, at a Measured Depth of 6364.00ft., The Bottom Hole Displacement is 4009.11f1., in the Direction of 332.855° (True). -~- Comments Measured Depth (ft) Station Coordinates TVD Northings Eastings (ft) (ft) (ft) Comment 6364.00 4370.57 3567.54 N 1829.10 W Projected Survey Survey tool program for MPS-16 Fro m Measured Vertical Depth Depth (ft) (ft) To Measured Vertical Depth Depth Survey Tool Description (ft) (ft) -- 0.00 454.00 0.00 453.97 454.00 6364.00 453.97 BP High Accuracy Gyro (MPS-16 Gyro) 4370.57 AK-6 BP _IFR-AK (MPS-16) 11 June, 2003 - 10:37 Page 4 of4 DrillQuest 3.03.02.005 ) AOGCC Howard Okland 333 W. 7th Ave. Suite 100 Anchorage, AK 99501 ) 12-Jun-03 Re: Distribution of Survey Data for Well MPS-16 MWD Dear Dear Sir/Madam: Enclosed are two survey hard copies. Tie-on Survey: Window / Kickoff Survey: Projected Survey: 0.00' MD 0.00' MD 6,364.00' MD (if applicable) Please call me at 273-3545 if you have any questions or concerns. Regards, William T. Allen Survey Manager Attachment(s) clo3 -DCo~ RECEIVED JUN 12 20Q3 Alaeka Qi & Gas Coni" CQmnUeiÐn ~M§~ 'ii Sperry-Sun Drilling Services Milne Point Unit BPXA Milne Point MPS MPS-16 MWD -- Job No. AKMW0002455335, Surveyed: 23 May, 2003 Survey Report 11 June, 2003 Your Ref: AP/S00292315100 Surface Coordinates: 5999986.62 H, 565859.41 E (70° 24' 37.4557" H, 149027' 49.4023" W) Grid Coordinate System: HAD27 Alaska State Planes, Zone 4 .~ Surface Coordinates relative to Project H Reference: 999986.62 N, 65859.41 E (Grid) Surface Coordinates relative to Structure: 15.90 H, 485.47 W (True) Kelly Bushing: 73.20ft above Mean Sea Level Elevation relative to Project V Reference: 73.20ft Elevation relative to Structure: 73.20ft sp..·.-.y-suf1 DRILLING SERViceS A Halliburton Company Survey Ref: svy1212 Sperry-Sun Drilling Services Survey Report for Milne Point MPS . MPS-16 MWD Your Ref: API 500292315100 Job No. AKMW0002455335, Surveyed: 23 May, 2003 -. BP EXPLORA TlON (ALASKA) INC. BPXA Milne Point Unit Measured Sub-Sea Vertical Local Coordinates Global Coordinates Dogleg Vertical Depth Incl. Azim. Depth Depth Northings Eastings Northings Eastings Rate Section Comment (ft) (ft) (ft) (ft) (ft) (ft) (ft) (o/100ft) 454.00 1.710 346.900 380.77 453.97 3.12 N 2.56W 5999989.72 N 565856.83 E 3.96 MWD Magnetic 574,84 2,440 350.860 501.53 574.73 7.41 N 3.37W 5999994.00 N 565855.97 E 0.615 8.13 666.84 3.530 355.310 593.40 666.60 12.17 N 3.92W 5999998.76 N 565855.39 E 1.210 12.57 7f;6.77 5.790 2.340 683.03 756.23 19.46 N 3.96W 6000006.05 N 565855.28 E 2.587 19.02 854.66 7.910 357.990 780.21 853.41 31.13 N 3.99W 6000017.71 N 565855.14 E 2.228 29.31 949,4 1 11 .340 349.840 873.62 946.82 46.82 N 5.86W 6000033.39 N 565853.13 E 3.886 44.01 - 1045.53 15.000 347.930 967.20 1040.40 68.29 N 10.13 W 6000054.82 N 565848.67 E 3.834 64.95 1142.39 16.610 350.450 1060.39 1133.59 94.20 N 15.05 W 6000080.69 N 565843.53 E 1.807 90.10 1238.86 17.740 349.530 1152.56 1225.76 122.26 N 20.01 W 6000108.69 N 565838.32 E 1 .205 117.15 1333.00 21.280 345.290 1241.29 1314.49 152.89 N 26.96 W 6000139.27 N 565831.10 E 4.048 147.42 1429,47 25.530 342.250 1329.80 1403.00 189.64 N 37.75 W 6000175.92 N 565819.99 E 4.579 184.90 1524.34 25,480 342.840 1415.43 1488.63 228.61 N 50.00 W 6000214.78 N 565807.40 E 0.273 225.02 1619.57 27.830 341.71 0 1500.53 1573.73 269.29 N 63.02 W 6000255.35 N 565794.02 E 2.524 267.02 1716.01 26.770 341.900 1586.23 1659.43 311.31 N 76.83 W 6000297.24 N 565779.83 E 1.103 310.57 1812.06 27.620 342.760 1671.66 1744.86 353.14 N 90.15 W 6000338.95 N 565766.15 E 0.975 353.72 1906,64 28.830 344,400 1754.99 1828.19 396.04 N 102.78 W 6000381.74 N 565753.14 E 1.520 397.49 2002.91 29.890 344.440 1838.90 1912.10 441.51 N 115.46 W 6000427.10 N 565740.06 E 1.101 443.53 2099.33 33,460 345.940 1920.94 1994.14 490.46 N 128.37 W 6000475.92 N 565726.72 E 3.791 492.75 2193.19 35.800 345.340 1998.17 2071.37 542.12 N 141.60 W 6000527.4 7 N 565713.03 E 2.519 544.53 2291.89 39.580 342.110 2076.27 2149.47 600.00 N 158.58 W 6000585.20 N 565695.55 E 4.320 603.54 2388,44 45.610 338.820 2147.32 2220.52 661.50 N 180.51 W 6000646.50 N 565673.07 E 6.656 668.10 2482.05 50.660 336.080 2209.78 2282.98 725.83 N 207.29 W 6000710.59 N 565645.73 E 5.818 737.43 2578.76 54.360 330.850 2268.65 2341.85 794.39 N 241.62 W 6000778.85 N 565610.79 E 5.747 814.08 2673.12 57.930 328.960 2321.21 2394.41 862.16 N 280.93 W 6000846.27 N 565570.89 E 4.133 892.38 '- 2768.79 58.950 328.640 2371.29 2444.49 931.88 N 323.16 W 6000915.62 N 565528.04 E 1.104 973.79 2862.56 58.300 329.450 2420.11 2493.31 1000.54 N 364.34 W 6000983.91 N 565486.26 E 1.012 1053.76 2958.81 58.310 328.320 2470.68 2543.88 1070.65 N 406.66 W 6001053.64 N 565443.32 E 0.999 1135.55 3007.42 58.560 328.660 2496.12 2569.32 1105.96 N 428.31 W 6001088.76 N 565421.37 E 0.787 1176.90 3051.22 58.140 329.430 2519.11 2592.31 1137.93 N 447.49 W 6001120.56 N 565401.91 E 1.777 1214.15 3148,58 58.280 330.520 2570.40 2643.60 1209.58 N 488.89 W 6001191.84 N 565359.87 E 0.962 1296.86 3244.11 57.770 330.830 2620.99 2694.19 1280.23 N 528.58 W 6001262~ 14 N 565319.56 E 0,601 1377.88 3340.47 57.490 332.340 2672.58 2745.78 1351.81 N 567.31 W 6001333.37 N 565280.20 E 1.355 1459.27 3433,03 57.910 331.770 2722.04 2795.24 1420.92 N 603.97 W 6001402.16 N 565242.93 E 0.691 1537.50 3529.27 58.030 332.680 2773.08 2846.28 1493.11 N 641.99 W 6001474.01 N 565204.27 E 0.811 1619.09 3625.90 58.370 331.590 2824.00 2897.20 1565.71 N 680.38 W 6001546.27 N 565165.25 E 1.021 1701.21 11 June, 2003 - 10:37 Page 2 of 4 DrillQuest 3.03.02.005 Sperry-Sun Drilling Services Survey Report for Milne Point MP$ - MPS-16 MWD Your Ref: API 500292315100 Job No. AKMWOO02455335, Surveyed: 23 May, 2003 BP EXPLORA TION (ALASKA) INC. BPXA Milne Point Unit Measured Sub-Sea Vertical Local Coordinates Global Coordinates Dogleg Vertical Depth Incl. Azim. Depth Depth Northings Eastings Northings Eastings Rate Section Comment eft) eft) (ft) (ft) (ft) (ft) (ft) (0/100ft) 3722.27 58.510 330.960 2874.44 2947.64 1637.72 N 719.84 W 6001617.93 N 565125.15 E 0.576 1783.32 3817.88 58,790 331.000 2924.18 2997.38 1709.12 N 759.45 W 6001688.98 N 565084.91 E 0.295 1864.97 3913.45 58.640 330.870 2973.81 3047.01 1780.51 N 799.13 W 6001760.01 N 565044.61 E 0.195 1946.63 4009.42 58.870 330.550 3023.59 3096.79 1852.07 N 839.27 W 6001831.22 N 565003.84 E 0.372 2028.67 4105.55 58.490 330.920 3073.56 3146.76 1923.71 N 879.42 W 6001902.50 N 564963.06 E 0.514 2110.78 4201.03 58.670 332.010 3123.34 3196.54 1995.29 N 918.34 W 6001973.74 N 564923.51 E 0.992 2192.25 ~ 4297.56 58.520 331 .460 3173.64 3246.84 2067.86 N 957.35 W 6002045.95 N 564883.86 E 0.511 2274.64 4393.61 58.320 330.570 3223.94 3297.14 2139.43 N 997.00 W 6002117.18 N 564843.58 E 0.816 2356.46 4489.59 58.390 330.380 3274.30 3347.50 2210.53 N 1037.27 W 6002187.92 N 564802.69 E 0.184 2438.15 4585.38 58.790 330.440 3324.22 3397.42 2281.62 N 1077.64 W 6002258.65 N 564761.69 E 0.421 2519.88 4681.22 58.790 331.240 3373.88 3447.08 2353.20 N 1117.58 W 6002329.87 N 564721.12 E 0.714 2601.84 4774.17 58.670 331.650 3422.13 3495.33 2422.98 N 1155.55 W 6002399.32 N 564682.53 E 0.399 2681.29 4870.77 58.240 330.960 3472.67 3545.87 2495.20 N 1195.08 W 6002471.18 N 564642.37 E 0.754 2763.61 4966.28 58.440 330.920 3522.80 3596.00 2566.26 N 1234.57 W 6002541.89 N 564602.26 E 0.212 2844.90 5062.54 57.630 329.410 3573.76 3646.96 2637.10 N 1275.19 W 6002612.37 N 564561.01 E 1.574 2926.53 5157.96 57.630 328.930 3624.85 3698.05 2706.30 N 1316.49 W 6002681.21 N 564519.10 E 0.425 3007.04 5254.13 56,830 328.880 3676.90 3750.10 2775.55 N 1358.26 W 6002750.08 N 564476.73 E 0.833 3087.80 5349.95 55.780 327.670 3730.06 3803.26 2843.36 N 1400.17 W 6002817.52 N 564434.22 E 1.518 3167.38 5446.74 56.650 328.750 3783.88 3857.08 2911.74 N 1442.55 W 6002885.52 N 564391.24 E 1.291 3247.67 5543.59 55.570 329.430 3837.88 3911.08 2980.71 N 1483.85 W 6002954.13 N 564349.34 E 1.258 3327.98 5632.87 55.950 329.700 3888.12 3961.32 3044.35 N 1521.23 W 6003017.43 N 564311.39 E 0.494 3401.73 5736.63 56.220 332.150 3946.02 4019.22 3119.59 N 1563.07 W 6003092.31 N 564268.89 E 1.977 3487.82 5830.66 56.070 333.290 3998.40 4071.60 3188.99 N 1598.86 W 6003161.39 N 564232.49 E 1.019 3565.89 5927.98 55.790 334.000 4052.92 4126.12 3261.23 N 1634.65 W 6003233.31 N 564196.07 E 0.669 3646.46 - 6024.25 55.790 334.730 4107.05 4180.25 3333.01 N 1669.09 W 6003304.78 N 564160.99 E 0.627 3725.99 6119.83 55.880 334.970 4160.72 4233.92 3404.59 N 1702.70 W 6003376.07 N 564126.75 E 0.228 3804.96 6215.73 56.180 335.730 4214.31 4287.51 3476.88 N 1735.87 W 6003448.06 N 564092.95 E 0.728 3884.33 6297.90 55.820 335.840 4260.26 4333.46 3539.01 N 1763.81 W 6003509.94 N 564064.46 E 0.452 3952.28 6364.00 55.820 335.840 4297.39 4370.59 3588.90 N 1786.19 W 6003559.63 N 564041.64 E 0.000 4006.82 Projected Survey 11 June, 2003 - 10:37 Page 3 of4 DrillQuest 3.03.02.005 Sperry-Sun Drilling Services Survey Report for Milne Point MPS . MPS-16 MWD Your Ref: AP/500292315100 Job No. AKMW0002455335, Surveyed: 23 May, 2003 BP EXPLORA TION (ALASKA) INC. Milne Point Unit BPXA All data is in Feet (US Survey) unless otherwise stated. Directions and coordinates are relative to True North. Vertical depths are relative to Well. Northings and Eastings are relative to Well. Global Northings and Eastings are relative to NAD27 Alaska State Planes, Zone 4. The Dogleg Severity is in Degrees per 100 feet (US Survey). Vertical Section is from Well and calculated along an Azimuth of 331.730° (True). Magnetic Declination at Surface is 25.497°(20-May-03) Based upon Minimum Curvature type calculations, at a Measured Depth of 6364.00ft., The Bottom Hole Displacement is 4008.83ft., in the Direction of 333.540° (True). "- Comments Measured Depth (ft) Station Coordinates TVD Northings Eastings (ft) (ft) (ft) Comment 6364.00 4370.59 3588.90 N 1786.19 W Projected Survey Survey tool program for MPS-16 MWD Fro m Measured Vertical Depth Depth (ft) (ft) To Measured Vertical Depth Depth Survey Tool Description (ft) (ft) -' 0.00 454.00 0.00 453.97 454.00 6364.00 453.97 BP High Accuracy Gyro (MPS-16 Gyro) 4370.59 MWD Magnetic (MPS-16 MWD) 11 June, 2003 - 10:37 Page 4 0'4 Dri/lQuest 3.03.02.005 .. BP Alaska CL File Number: 57111-103075 MPS 161 Location: CoreI..Bl:Ï Milne Point API Number: SIDEWAll CORE ANAL YSIS RESUl TS Sample Depth Perm. No. Kair ft md % 1 4752.0 99.4 41.6 4.2 81.7 0.05 85.9 1.43 Coal blk slty dk stn no vis - vdor flu/frac DS 2 5203.1 112.9 32.6 29.9 50.1 0.60 80.0 2.65 3d brn vf-fgr slty vcly dk strk stn dgld flu os 3 5214.1 2654.7 41.4 35.3 38.2 0.92 73.4 2.64 3d dk brn vfgr sslty dk stn dgld flu os 4 5216.0 2105.7 38.9 37.2 36.8 1.01 74.0 2.67 3d dk brn vfgr sslty dk stn dgld flu os .~ 5 5219.0 48.0 34.8 24.8 56.1 0.44 80.9 2.65 3d brn-gry vfgr vslty cly lam dk strk stn dgld fh DS 6 5330.1 129.3 38.9 39.8 45.9 0.87 85.7 2.66 3d brn vfgr slty cly lams dk stn dgld flu os 7 5332.1 212.9 37.5 46.1 37.7 1.22 83.8 2.67 3d dk brn vfgr slty scly dk stn dgld flu DS 8 5365.0 211.7 40.2 36.0 48.7 0.74 84.7 2.66 3d brn vfgr slty cly dk stn dgld flu DS 9 5368.0 291.3 40.2 42.8 45.2 0.95 88.1 2.66 3d brn vfgr slty cly dk stn dgld flu os 10 5381.0 29.7 37.6 24.4 59.1 0.41 83.5 2.68 3d brn vfgr vslty cly dk stn dgld flu os 11 5454.0 15.0** 34.1 31.5 44.1 0.71 75.6 2.70 3d brn vfgr vslty V calc cly dk stn dgld flu DS 12 5462.0 14.0 36.6 29.1 59.0 0.49 88.1 2.66 3d brn vfgr vslty vcly d-m stn dgld flu os 13 5485.0 279.5 37.7 31.3 50.4 0.62 81.7 2.60 3d brn vfgr slty scly carb incl dk stn dgld flu DS 14 5492.0 622.9 38.6 39.6 40.9 0.97 80.4 2.64 3d dk brn vfgr slty dk stn dgld flu os 15 5496.0 395.5 38.8 38.2 43.5 0.88 81.7 2.65 3d dr brn vfgr sslty dr stn dgld flu slty DS 16 5507.1 108.8 37.4 34.0 47.9 0.71 81.9 2.65 3d brn vfgr slty cly dk stn dor flu os 17 5515.1 81.8 35.9 48.3 36.8 1.31 85.1 2.66 3d brn vfgr vslty cly dr stn dor flu os 18 5532.0 29.7 35.2 35.8 51.1 0.70 86.9 2.68 3d brn vfgr vslty cly dr stn dor flu os 19 5543.0 18.7 34.5 32.1 54.3 0.59 86.5 2.65 3d brn vfgr vslty cly dk stn dor flu os 20 5545.8 58.8 33.6 39.5 46.9 0.84 86.4 2.65 3d brn vfgr vslty cly dk stn dor flu os .~ 21 5563.0 432.2 35.5 41.1 40.7 1.01 81.7 2.66 3d dk brn vfgr sslty dk stn dor flu os 22 5565.0 778.6 39.7 35.0 39.8 0.88 74.8 2.64 3d dk brn vfgr sslty dk stn dor flu os 23 5583.0 224.6 39.0 41.9 40.3 1.04 82.2 2.65 3d dk brn vfgr slty dk stn dor flu DS 24 5590.0 183.3 38.3 39.3 41.9 0.94 81.1 2.65 3d dk brn vfgr slty dk stn dor flu DS 25 5603.1 36.5 34.6 35.9 47.6 0.75 83.5 2.66 3d brn vfgr vslty cly dk stn dor flu DS 26 5616.0 32.8 35.2 34.2 49.7 0.69 83.9 2.67 3d brn vfgr vslty cly dk stn dor flu DS 27 5635.9 31.5 36.1 33.2 53.8 0.62 87.0 2.65 3d brn vfgr vslty cly dk stn dor flu os 28 5666.0 227.0 34.3 40.2 48.1 0.83 88.3 2.64 3d brn vf-fgr slty scly dk stn dor flu DS 29 5671 .0 137.4 33.5 44.3 44.9 0.99 89.2 2.64 3d brn vf-fgr slty scly dk stn dor flu DS 30 5676.0 39.6 31.3 40.6 45.2 0.90 85.9 2.65 Sd brn vf-fgr vslty scly dk stn dor flu os 31 5732.1 103.5 32.2 40.6 45.9 0.88 86.6 2.65 3d brn vf-fgr slty cly dk stn dor flu os 32 5740.1 27.5 30.5 33.1 56.4 0.59 89.5 2.63 3d brn vf fgr vslty cly dk stn dor flu DS -" Date Samples Received : 6/19/2003 Seating Pressure (psig) : (Depth - 100) Confining Pressure (psi g) : 250 Methods DS : DS - Dean Stark, toluene extraction, helium porosity, measured perm., measured grain density. DS/B : DSIB - Dean Stark. toluene extraction, Hg bulk, calc. porosity, measured grain density, estimated perm. ** : Emperical Permeabilty .. BP Alaska CL File Number: 57111-103075 MPS 161 Location: CDreI..BlÌ Milne Point API Number: SIDEWALL CORE ANAL YSIS RESUL TS Sample Depth Perm. No. Kair ft md % 33 5752.0 9.3 31.2 25.2 62.7 0.40 87.9 2.66 Sd brn vf-fgr vslty cly dk stn dor flu os 34 5783.0 8.3 29.6 5.0 79.4 0.06 84.3 2.69 Cly gry-brn vfgr sdy slty m strk stn dgld flu/fra< os 35 5797.0 6.3 31.1 15.9 68.9 0.23 84.8 2.72 Sd It brn vfgr vslty cly calc m stn dgld flu os 36 5809.9 5.0** 31.1 11.6 86.9 0.13 98.5 2.85 Sit It tan veale vcly It stn dgld flu DS ~ 37 5877.0 165.7 34.5 33.5 46.1 0.73 79.6 2.67 Sd dk brn vf-fgr vslty dk stn dor flu DS 38 5881.0 370.6 36.0 34.3 48.2 0.71 82.5 2.65 Sd dk brn vf-fgr slty dk stn dor flu DS 39 5885.0 67.8 31.7 31.7 48.1 0.66 79.8 2.66 Sd brn vfgr vslty cly incl dk stn dgld flu DS 40 5944.9 8.8 30.5 20.3 58.4 0.35 78.7 2.71 Sd It brn vfgr vslty vcly calc m stn dgld flu os 41 5955.9 5.3 32.4 19.6 59.5 0.33 79.1 2.72 Sd It brn vfgr vslty pyr incl cly m stn dgld flu os 42 6082.9 96.6 36.1 29.6 49.7 0.60 79.4 2.65 Sd brn vfgr vslty scly dk stn dgld flu os 43 6102.9 21.3 36.8 23.3 51.0 0.46 74.3 2.69 Sd brn vfgr vslty scly dk stn dgld flu os 44 6164.9 11.2 35.4 23.2 52.8 0.44 76.0 2.70 Sd brn vfgr vslty calc scly dk stn dgld flu os 45 6190.6 141.7 35.1 22.8 51.7 0.44 74.4 2.68 Sd brn vf-fgr slty cht incl dk stn dgld flu os · Core Lab Sample Depth 4752.0 5203,1 5214,1 5216.0 5219.0 5330.1 5332.1 5365.0 5368.0 5381.0 5454.0 5462.0 5485.0 BP Alaska MPS 161 Milne Point Field Gravel Component Percentages Sand vcgr cgr mgr fgr vfgr Sieve and Laser Particle Size Analysis (Weight 0/0) C.L. File #: 57111-103075 -- - ---- - - -- - - -- --- -- --- ---- - - -- ~ ---------- - - .-- - -------- -- - -- ::~~c;¡~2~~~~'f~ª'~2c{~Gâ~ffiBI~~_ _ _ :: - __ ~ -~ :: _- ~~ - =fflgl'timt-~tä~ties~(J;'oDtl~~ ~~:--=:~5::- __n _ _ ~ __ __~ __ _ -_ _ _ ___ 0 __ _-_---::-=-_-_~~- __n __ --:: -",-~ --_--o:_~- _ ___ ___ _ _ =__ _-::---:--- - _ _ _ _ _ ,---_- _ __~_ ----::-. .o--~_ _ __~_ __ _ _ ___ --_o--~-_- _ ____ _-=- -__--~ 0_ oo~_-- __-_~-_-_--__:: -=:=_---~:-o:_---_-__- ·····-:Finest c. z~~-:~h:.\-,~~~~!~j[~i~~~(Ww~t-~~~~lf{~~'-i~~~t.~~¡~~iå-"hA~iit.-r'tfWltif-Œ~ ~Jl£~i:~i"tJîmI~ii~ silt[cl¡YI-~-].:-f5~1~~~1¥B_/t;:=ífcc~JS1íj[4i~ar~Öj~¡~{f!:1fi1D~1~~~M~~~1t~~~ro¡t~*j~~!ª[~~g~tljIf~ ---- --- - .- ~~=~ 0.00 0.00 0.00 1.18 9.66 25.50 55.49 8.17 0.178 0.138 0.112 0.087 0.058 0.045 0.017 0.010 0.005 0.002 fgr fgr vfgr vfgr silt silt silt silt silt clay 0.00 0.00 5.14 45.60 11.21 7.97 23.85 6.23 0.524 0.467 0.421 0.369 0.301 0.255 0.045 0.017 0.007 0.003 mgr 0.00 0.00 1.29 40.28 35.59 9.61 cgr mgr mgr silt silt silt mgr mgr 9.96 3.27 0.432 0.384 0.347 0.307 0.256 0.227 0.144 0.086 0.037 0.008 mgr mgr fgr vfgr silt fgr mgr mgr mgr 0.00 0.00 1.39 32.30 36.65 10.45 14.18 5.03 0.433 0.376 0.330 0.286 0.231 mgr mgr mgr mgr fgr 0.200 0.107 0.042 0.013 0.004 fgr vfgr silt silt clay 0.358 0.299 0.251 0.187 0.097 0.074 0.019 0.009 0.005 0.002 0.00 0.00 0.30 15,65 15.61 23.40 36.50 8.54 mgr mgr fgr silt silt vfgr vfgr silt mgr 0.00 0.00 0.00 1.84 11.09 37.47 37.31 12.29 0.184 0.145 0.124 0.104 0.081 0.065 0.011 0.005 0.003 0.001 fgr fgr vfgr vfgr vfgr vfgr silt silt clay clay 0.00 0.00 0.84 11.73 25.05 26.15 27.45 8.78 0.334 0.273 0.229 0.182 0.125 0.098 0.026 0.009 0.005 0.002 mgr mgr fgr vfgr silt silt silt fgr fgr 0.00 0.00 0.00 0.17 27.27 31.64 31.23 9.69 0.194 0.173 0.157 0.138 0.111 0.091 0.016 0.008 0.004 0.002 fgr fgr fgr fgr vfgr vfgr silt silt silt clay 0.00 0.00 0.00 0.08 26.01 33.34 30.19 10.38 0.190 0.171 0.154 0.135 0.109 0.090 0.016 0.007 0.004 0.002 fgr fgr fgr clay fgr vfgr vfgr silt silt 0.00 0.00 0.00 0.00 5.16 33.30 47.32 14.22 0.134 0.115 0.100 0.084 0.062 0.044 0.009 0.004 0.002 0.001 vfgr fgr silt clay silt silt silt vfgr vfgr 0.00 0.00 0.00 0.00 2.82 27.47 51.66 18.05 0.123 0.107 0.093 0.075 0.043 0.026 0.006 0.003 0.002 0.001 vfgr vfgr silt clay silt silt clay vfgr vfgr 0.00 0.00 0.00 0.00 2.66 33.23 47.31 16.80 0.123 0.109 0.097 0.082 0.056 0.032 0.007 0.004 0.002 0.001 vfgr vfgr silt silt silt clay clay vfgr vfgr 0.00 0.00 0.00 21.21 43.94 7.69 18.25 8.91 0.322 0.292 0.268 0.242 0.205 0.182 0.049 0.011 0.005 0.002 mgr mgr fgr silt fgr fgr silt silt mgr 0.045 silt 0.255 clay silt 0.227 fgr 0.200 fgr clay 0.074 vfgr 0.065 vfgr clay 0.098 vfgr 0.091 vfgr clay 0.090 vfgr clay 0.044 silt clay 0.026 silt clay 0.032 silt clay 0.182 fgr 0.036 mgr 0.121 vfgr 0.189 fgr 0.141 fgr 0.055 silt 0.035 silt 0.060 silt 0.048 0.046 0.027 silt 0.020 silt 0.022 silt 0.082 vfgr 1.894 silt Poor 2.298 v. Poor 1.382 Poor 1.779 Poor 2.338 v. Poor 2.195 v. Poor 2.278 v. Poor 2.124 silt v. Poor 2.153 silt v. Poor 2.163 v. Poor 2.319 v. Poor 2.246 v. Poor 2.269 v. Poor 0.325 str. fine 0.706 str. fine 0.534 str. fine 0.594 str. fine 0.331 str. fine 0.580 str. fine 0.496 str. fine 0.663 str. fine 0.670 str. fine 0.502 str. fine 0.316 str. fine 0.388 str. fine 0.767 str. fine 1.135,-, lepokurtic 1.008 mesokurtic 2.179 v.lepto. 1.975 v. lepta. 0.928 mesokurtic 0.906 mesokurtic 1.074 mesokurtic 0.897 platykurt~ 0.905 mesokurtic 0.857 platykurtic 0.839 platykurtic 0.793 platykurtic 1.336 lepokurtic . Core Lab BP Alaska MPS 161 Milne Point Field C.L. File # : 57111-103075 Sieve and Laser Particle Size Analysis (Weight Ok) Gravel Component Percentage$ Sand vegr egr mgr I fgr vfgr - --- ---- - -- -- - - - - __ _n __ __ _ _ __ _ -- . - ~~gá~i34~2!lD9JJh!f~~~~c::& .n~= .......... ----- - .. - -S~ol1imJ!§IiJ~~tfolkJ-f~--_~:=- -~~-=-=-~? - - --- -. -- --- - - ------- -------- - ---------- -- ----- --- ---------- - ----- ---. - - ----------- . ccfifJ!.~,-ic:.~::c~=k.~"~··~.LtT.~&1i~'ª~~7"fi€ittCf~]!ID~«mmy~~~f{1jl¿:0f1*2;;~~~1EK~al~~ij&'1-+f@~iSn~~~rifOOD~!!~~~&[~~ f ~_: õ:o----~ o~_-_ ,c_~~ ~.=t- --=---- ~--- -': -=-J-> -=:-~-,,=--- -: ~-~:I-=- -~~~-~=--=--~---::':l"'''--?_o-::,¿;=::'~~~:-':::?~':=-=-~-:~=-~ ~-~:-c':-:::~-El---~- :---- -- =-~-- -l::-,-::;::---:=::--.:.~:-:--~t--,:-'--::":::--~~ ~~~~-':::~-;:~~~~ :.~~~~~:~;;~-~- :--~-~:~: ~,c::;-~-'~:-;~ -~?__:';:f:-L_~ :=~£-:~~~--j~-::~~þ--=:~"";~-~:-.;~--:';~:~~-~~~~~~~~~-~ silt. ·~~~ýf .~.~·.·t53-~ilt'1!JJ·cl0-::-:1P;t~j~~.··~C:cJ~·4tI~;~1i~~ci ~f]'1.'~~~1+-=Cgêt1*~~4~1J!~~~~..n1i¡~:;~iIDrjj.if:g;j~~~"~-:C~t~ ~~~5ª,rc;¡~i~i=§;i~§~i~§~ Sample Depth - _un __ n ___ __ 5492.0 0,00 0.00 0.00 25.40 42.28 7.68 16.34 8.30 0.350 0.313 0.284 0.253 0.214 0.189 0.067 0.014 0.005 0.002 0.189 0.091 2.229 0.748 1.608 ~ mgr mgr mgr mgr fgr fgr vfgr silt silt clay fgr vfgr v. Poor str. fine v. lepta. 5496.0 0.00 0.00 0.00 14.54 50.55 8.28 17.14 9.49 0.300 0.271 0.247 0.222 0.189 0.170 0.051 0.010 0.004 0.002 0.170 0.076 2.278 0.771 1.458 mgr mgr fgr fgr fgr fgr silt silt silt clay fgr vfgr v. Poor str. fine lepokurtic 5507.1 0.00 0.00 0.00 0.86 41.57 18.41 26.61 12.55 0.218 0.199 0.183 0.164 0.137 0.117 0.013 0.006 0.003 0.001 0.117 0.049 2.388 0.753 0.835 fgr fgr fgr fgr fgr vfgr silt silt clay clay vfgr silt v. Poor str. fine platykurtic 5515.1 0.00 0.00 0.00 1.26 37.57 20.87 27.99 12.31 0.221 0.199 0.181 0.160 0.131 0.108 0.013 0.006 0.003 0.001 0.108 0.048 2.375 0.714 0.835 fgr fgr fgr fgr fgr vfgr silt silt clay clay vfgr silt v. Poor str. fine platykurtic 5532.0 0.00 0.00 0.80 5.25 23.78 22,30 33.34 14.53 0.266 0.218 0.184 0.149 0.102 0.072 0.009 0.004 0.002 0.001 0.072 0.039 2.553 0.509 0.800 mgr fgr fgr fgr vfgr vfgr silt silt clay clay vfgr silt v. Poor str. fine platykurtic 5543.0 0.00 0.00 0.00 3.43 25.40 20.74 35.49 14.94 0.236 0.202 0.175 0.144 0.100 0.062 0.008 0.004 0.002 0.001 0.062 0.036 2.529 0.478 0.780 fgr fgr fgr fgr vfgr silt silt silt clay clay silt silt v. Poor str. fine platykurtic 5545.8 0.00 0.00 2.09 16.88 26.61 13.36 29.07 11.99 0.417 0.329 0.272 0.219 0.155 0.113 0.012 0.006 0.003 0.001 0.113 0.056 2.649 0.547 0.817 mgr mgr mgr fgr fgr vfgr silt silt clay clay vfgr silt v. Poor str. fine platykurtic 5563.0 0.00 0.00 7.71 27.36 29.65 12,45 16.23 6.60 0.585 0.483 0.406 0.323 0.225 0.183 0.081 0.021 0.007 0.003 0.183 0.117 2.247 0.515 1.6~' cgr mgr mgr mgr fgr fgr vfgr silt silt clay fgr vfgr v. Poor str. fine v. lepta. 5565.0 0,00 0.00 0.44 11.10 48.70 16.68 16.37 6.71 0.299 0.261 0.233 0.205 0.172 0.153 0.084 0.018 0.007 0.003 0.153 0.087 1.955 0.693 2.168 mgr mgr fgr fgr fgr fgr vfgr silt silt clay fgr vfgr Poor str. fine v. lepta. 5583.0 0.00 0.00 0.00 0.00 50.55 20.75 18.90 9.80 0.208 0.192 0.180 0.166 0.147 0.134 0.045 0.010 0.004 0.002 0.134 0.063 2.100 0.807 1.532 fgr fgr fgr fgr fgr fgr silt silt silt clay fgr vfgr v. Poor str. fine v.lepto. 5590.0 0.00 0.00 0.00 0.00 42.75 25.87 20.26 11.12 0.202 0.185 0.172 0.157 0.137 0.123 0.032 0.008 0.003 0.001 0.123 0.056 2.195 0.789 1.281 fgr fgr fgr fgr fgr vfgr silt silt clay clay vfgr silt v. Poor str. fine lepokurtic 5603.1 0,00 0.00 0.00 0.00 13.25 38.26 34.10 14.39 0.154 0.140 0.128 0.114 0.091 0.069 0.010 0.004 0.002 0.001 0.069 0.034 2.295 0.654 0.837 fgr fgr fgr vfgr vfgr vfgr silt silt clay clay vfgr silt v. Poor str. fine platykurtic 5616.0 0.00 0.00 0.00 0.00 10.27 38.76 36.43 14.54 0.149 0.134 0.121 0.106 0.083 0.062 0.009 0.004 0.002 0.001 0.062 0.032 2.281 0.617 0.843 . Core Lab Sample Depth 5635.9 5666.0 5671.0 5676.0 5732.1 5740.0 5752.0 5783.0 5797.0 5808.9 5877.0 5881.0 BP Alaska MPS 161 Milne Point Field Sieve and Laser Particle Size Analysis (Weight Ok) C.L. File # : 57111-103075. Component Percentages Gravel Sand vcgr cgr mgr fgr . vfgr - --- - -- -- -- - -- . - - - - - .·c ~ ~;?o~~~6fJ~-·~0~~~~~~~~~!~!;;~t¿~¥~~~~_!~~.~~!Zc~~~~~~~f~3S~-!S~Jç~~~~~t~~~~~!!!lfif~~~~ii~~~~r~~~~ Firie$ --. -:C:.~3t:{K:.Z}~'Zk~-iiFf!iI!:«~m;it¡~~~~k~~~.\cl@-'~'lr~i~l¥ ø~lij~t ~-M~n~t I~!!ìPiiItl~g~M'~-«K«A~~ _sil!-þ_Cj¡i~f¿~~ ctc;~1.o21~joilJi*0t~{!It;~,q~1Rc~U#iF~~1I1i!~~i~~£~~~~i~-;it~¡;~~ši~f!IIft; - i~-'~'-~:~i __.._ n fgr fgr vfgr silt silt silt vfgr vfgr 0.00 0.00 0.98 0.85 10.07 34.99 38.36 14.75 0.167 0.140 0.122 0.104 0.078 0.055 0.009 0.004 0.002 0.001 fgr fgr vfgr silt vfgr silt silt vfgr 0.00 0.00 1.09 39.20 21.85 6.02 22.87 8.97 0.443 0.393 0.355 0.311 0.253 0.213 0.023 0.009 0.004 0.002 mgr mgr fgr silt silt mgr mgr mgr 0.00 0.00 0.99 39.12 21.72 6.25 23.06 8.86 0.440 0.392 0.354 0.310 0.252 0.212 0.024 0.009 0.004 0.002 mgr mgr fgr silt silt mgr mgr mgr 0.00 0.00 0.00 24.62 25.58 8.10 29.51 12.19 0.360 0.322 0.289 0.250 0.192 0.135 0.012 0.006 0.003 0.001 mgr mgr fgr silt fgr silt mgr mgr 0.00 0.00 8.31 35.00 14.94 6.53 25.23 9.99 0.583 0.499 0.433 0.364 0.271 0.208 0.018 0.008 0.004 0.002 cgr mgr fgr silt silt mgr mgr mgr 0.00 0.00 1.37 36.05 15.18 8.16 28.51 10.73 0.453 0.402 0.360 0.312 0.23B 0.163 0.015 0.007 0.003 0.002 mgr mgr fgr fgr silt silt mgr mgr 0.00 0.00 0.00 11.60 29.16 9.32 36.21 13.71 0.298 0.261 0.230 0.195 0.137 0.065 0.009 0.005 0.003 0.001 ~ ~ ~ ~ ~ ~ ~ ~ - - 0.00 0.00 0.30 0.63 0.73 4.05 69.91 24.38 0.070 0.046 0.035 0.027 0.017 0.012 0.004 0.002 0.001 0.001 vfgr silt silt clay silt silt silt silt 0.00 0.00 0.00 0.00 2.02 29.40 50.71 17.B7 0.119 0.104 0.092 0.076 0.044 0.024 0.006 0.003 0.002 0.001 vfgr vfgr silt clay vfgr silt silt vfgr 0.00 0.00 0.00 0.10 1.74 15.05 59.99 23.12 0.098 0.079 0.066 0.052 0.031 0.019 0.004 0.002 0.001 0.001 vfgr vfgr silt clay silt silt silt vfgr 0,00 0,00 0.68 50.30 19.26 5.28 17.35 7.13 0.445 0.405 0.372 0.335 0.286 0.255 0.070 0.013 0.006 0.002 mgr mgr vfgr silt mgr mgr mgr mgr 0.00 0.00 0.60 52.51 19.30 5.59 16.22 5.78 0.444 0.405 0.374 0.338 0.291 0.261 0.097 0.019 0.008 0.003 mgr mgr vfgr silt mgr mgr mgr mgr clay clay silt silt clay clay clay clay clay clay silt silt clay clay 0.055 silt clay 0.213 fgr clay 0.212 fgr clay 0.135 fgr clay 0.208 fgr clay 0.163 fgr 0.065 vfgr clay 0.012 silt clay 0.024 silt clay 0.019 silt 0.255 clay mgr 0.261 clay mgr silt 0.031 silt 0.087 vfgr 0.087 vfgr 0.060 0.088 vfgr 0.073 vfgr 0.041 silt 0.010 silt 0.019 silt 0.014 silt 0.106 vfgr 0.122 vfgr silt v. Poor 2.316 v. Poor 2.535 v. Poor 2.520 v. Poor 2.654 silt v. Poor 2.742 v. Poor 2.681 v. Poor 2.624 v. Poor 2.096 v. Poor 2.302 v. Poor 2.367 v. Poor 2.358 v. Poor 2.161 v. Poor str. fine 0.547 str. fine 0.729 sir. fine 0.728 sir. fine 0.631 sir. fine 0.643 str. fine 0.621 sir. fine 0.400 str. fine 0.278 fine 0.288 fine 0.327 str. fine 0.781 sir. fine 0.772 str. fine - - - platykurtit~' 0.837 platykurtic 0.859 platykurtic 0.864 platykurtic 0.753 platykurtic 0.801 platykurtic 0.769 platykurtic 0.740 platykurt -j 1.050 mesokurtic 0.826 platykurtic 0.856 platykurtic 1.368 lepokurtic 1.623 v.lepto. · BP Alaska C.L. File #: 57111-103075 MPS 161 Milne Point Field Core I.im Sieve and Laser Particle Size Analysis (Weight %) Sample Component Percentages Depth Gravel Sand ·.fi~~_ - vcgr I cgr mgr fgr vfgr sut]- cf:a}k~ 5885.0 0.00 0.00 0.00 27.51 27.87 6.96 27.79 9.87 0.368 0.328 0.297 0.261 0.210 0.170 0.015 0.007 0.004 0.002 0.170 0.071 2.520 0.706 0.777..~ mgr mgr mgr mgr fgr fgr silt sill clay clay fgr vfgr v. Poor sir. fine platykurtic 5944.9 0.00 0.00 0.00 0,00 3.74 27.89 52.80 15.57 0.127 0.108 0.092 0.075 0.049 0.031 0.008 0.004 0.002 0.001 0.031 0.022 2.207 0.364 0.874 fgr vfgr vfgr vfgr sill sill silt silt clay clay sill silt v. Poor sir. fine platykurtic 5955.9 0.00 0.00 0.00 0.00 0.57 22.66 59.10 17.67 0.100 0.086 0.075 0.062 0.040 0.026 0.006 0.003 0.002 0.001 0.026 0.019 2.175 0.381 0.873 vfgr vfgr vfgr silt silt silt sill clay clay clay silt silt v. Poor str. fine platykurtic 6082.9 0.00 0.00 0.00 0.00 21.62 35.96 32.04 10.38 0.172 0.156 0.143 0.128 0.106 0.089 0.014 0.007 0.004 0.001 0.089 0.045 2.129 0.705 0.888 fgr fgr fgr fgr vfgr vfgr sill silt clay clay vfgr silt v. Poor sir. fine platykurtic 6102.9 0.00 0.00 0.00 0.00 6.05 37.02 44.71 12.22 0.138 0.121 0.108 0.093 0.070 0.049 0.010 0.005 0.003 0.001 0.049 0.031 2.105 0.518 0.869 fgr vfgr vfgr vfgr vfgr silt silt silt clay clay silt silt v. Poor sir. fine platykurtic 6164.9 0.00 0.00 0.00 0.00 2.91 32.83 51.60 12.66 0.124 0.109 0.096 0.081 0.057 0.040 0.010 0.005 0.003 0.001 0.040 0.027 2.069 0.454 0.891 vfgr vfgr vfgr vfgr silt silt silt silt clay clay silt silt v. Poor str. fine platykurtic 6190.6 0.00 0.00 0.00 1.24 40.84 20.92 28.16 8.84 0.222 0.202 0.185 0.165 0.137 0.116 0.023 0.009 0.005 0.002 0.116 0.058 2.131 0.710 1.003 fgr fgr fgr fgr fgr vfgr silt silt silt clay vfgr silt v. Poor sir. fine mesokurtic -' )  Carelab BP Alaska MPS 161 Milne Point Field C.L. File #: 57111-103075 Sample ID : 4752.0 Sieve and Laser Particle Size Analysis 100 15.0 80 12.0 ~ 0 :ë 60 9.0 ~ C) 0 ~ ~ c ( ) ( ) > ::s :; C" :; 40 6.0 e E La. ::s U 20 3.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) , \'1' ' ··'Pa.rtlcle'S,~e 'IDISÞ'IÞp"ôri:II.I:'i':: I'¡~ 1~;''''''I::..i·' .' .',1,......'1,.1,1:.:1...":1."11'.'1.1:':.':111'\ Dlametèr,'" ·\'1, "'I ¡" 1"1""",'1:.'1",1,"111 ,',('.:, I' I' :1' 1"', "'I i'll' i"','III'~elghtlo/~.:,:;",I'I"":'" ;', "...,:'. ros' MØ~\1t', '. 'II; : ,'.' n nJ1,·· '. ,.'.' ~" '. , . ','rrrilri1i,:: 'I,' '.' !'i .,'., ',"~ :I¡~:: ¡I.'!:' .1.1 11'1,'[1 ~'~I~II,,' !',;' :11'i'irccinil¡ I':I:!, 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ........................... ·2"Ö........... Ö·. Ö·3·3T...·.. ..ö:š¡öö.....·...·ö :25.... .-..... Ö ~ ÖÖ.....·...... ·ö:öö·...· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 '.... ··········....·········¡ö······ ······Ö·,Ö·16S·········ö:¡zöö······....1·:25·····-·····ö~ÖÖ···········..Ö:ÖÖ····· Medium 45 0.0138 0.3500 1.50 0,00 0.00 Sand 50 0.0118 0.3000 1.75 0.28 0.28 60 0.0098 0.2500 2.00 0.90 1.18 ,.......................... ·fö·········.. ·Ö·.ÖÖä·3··..···..Ö: 21·ÖÖ···..·.... 2: 25·.... -.... ·Ö~ 7·3··...······ ..1·:91······ Fine 80 0.0070 0.1770 2.50 2.03 3.94 Sand 100 0.0059 0.1490 2.75 2.86 6.80 120 0.0049 0.1250 3.00 4.04 10.84 ,......................... ·1·¡Ö·..··..··· Ö·.ÖÖ4·1··..·····Ö: 1·ÖSÖ..·..···.. 3 :25·.... -.... ·S~49·"'·····" ·W3.'33··.. V. Fine 170 0.0035 0.0880 3.50 6.50 22.83 Sand 200 0.0029 0.0740 3.75 6.71 29.54 230 0.0025 0.0625 4.00 6.80 36.34 270 0.0021 0.0530 4.25 7.01 43.35 325 0.0017 0.0440 4.50 3.41 46.76 Silt 400 0.0015 0.0370 4.75 6.21 52.97 450 0.0012 0.0310 5.00 5.30 58.27 500 0.0010 0.0250 5.25 7.19 65.46 635 0.0008 0.0200 5.50 4.40 69.86 0.0006 0.0156 6.00 6.91 76.77 0.0003 0.0078 7.00 10.38 87.15 0.0002 0.0039 8.00 4.68 91.83 0.0001 0.0020 9.00 2.79 94.62 0.0000 0.0010 10.00 2.18 96.80 Clay 0.0000 0.0005 11.00 1.62 98.42 0.0000 0.0002 12.00 1.07 99.49 0.0000 0.0001 13.00 0.45 99.94 0.0000 0.0001 14.00 0.06 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 ::::.:,:I:~;t:~I:,II,':':~:II:I,I¡;:,¡:\:~Å~in~.:'~~2iti.stl:~:I(FOI~!""i~':,:I.)I'::'1 :1:':::,1,.':'::: 'I.""I" I:I!,'I}'" I~,,'I "I,,'II! "1""1',1,, :'IIIIII.I.'¡ "~.' "I, 11',"..'I,II'1,i'I.,I, '11"'1' 'I,' III, .,"",'. '." ",:1 ,I ',,.: I.I.~:' '" 1.','.',','.'1,'" "1.".. .,".1'1':,1,11 I'" ': .111) ':"1 l'II,,:':::f1I~rärrietêtl :'·';:i: i: ;III,' "i~~ii:.I:'!'/ ',"I¡rim'~hl .:i,'IIII~li'I:'~òl~:,1 :! :' :' M~dlij~::~I!:I:I:l!';:'lt:,1 (In) (mm) :::¡ ¡':;! 1':(:111:::; :i/: !It::i: ;!ÎI::: :'::\i I:'¡ '; :\:1';;';:'1':; ;,:::'$!Ut,¡: ~'iz,!~':'; i'\!;';' ::!:::: ¡;);'.::'~ ': i ;:,!; ':-;' ,J I',': I ::1: '; ~';: I 0.0018 0.0018 0.0018 0.0446 0.0446 0.0446 ~'å",¡'~':':;": ~:;::i,'II:,"':'II,1 :1';!('!:,:I:':'!,:'I::'::¡::I'I:; ;'~,:;,\:i¡~ l'i:':'!,I; I I' "':: i,'i I (In) 0.00204 (mm) 0.0519 "Slltiâlzed:>I,," "¡:i::,/ ·,1:: 0.00129 0.00143 0.0327 0.0362 $Qrtlngi"I' " "·,.i'¡i' .··~.':i ; I:··",. ..',,', ,·..,¡·...·.,I;"oor 2.293 0.291 1.894 ~k.wness., Kurtosis I· Stronglyflneskéwed 0.853 0.741 0.325 0.266 Lepokurtic 0.864 1.135 . Component Percentages Gravel Sand I Slit' 1 Clay 0.00 36.34 55.49 8.17 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Silt + Clay 63.66 Particle Diameter [In.] [mm] [phi] 0.00701 0.00543 0.00441 0.00343 0.00230 0.00176 0.00065 0.00037 0.00020 0.00007 0.17795 0.13784 0.11206 0.08719 0.05838 0.04459 0.01658 0.00952 0.00510 0.00180 2.49 2.86 3.16 3.52 4.10 4.49 5.91 6.72 7.62 9.12 ~ , } .. Cø'E!Lab BP Alaska M PS 161 Milne Point Field ) C.L. File # : 57111-103075 Sample ID : 5203.1 Sieve and Laser Particle Size Analysis 100 25.0 80 20.0 *' .... .c 60 15.0 *' 0) ~ ~ c .~ ( ) :J '1ã C" "'S 40 10.0 £: E :J 0 20 5.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) '{I: I "1.1, '(;':':" .,; I 'I '<'~"i':\ I ,Pa'1l~l,e~:~,I:i~~,~I~tf~~~t~ò'h' ::;"1: ':'::'~I;: "'\1::11,:" li,"''I: :)<; ": I,',!';'::'I:' '::i,; ':::1 :';'::'!:i,:'::',::!',: ~::I:':'''I "" ,,;', ~, :', ;'!.". I' ,,' Ð.' .la~e~eti"i,!..I"'"i:II,;,,'~"I.'. ".., "1.:;"1;' '1,':1 : II'.' ,'.': W8.llg,~. g~.cI,,:I, ,II '1':'1 '.'. " ',. rI!JS'M~$bl'" ",' " I .;' no:)'"I:," .... ',,~lhml'.,,;;,: :" ··'.ldl'i, :"~,,: ,," Ilriçl:j:"i,':: II 'I 11::JCÎ:lm.J' 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ."...,.......,.,..,.,...,. ·2·Ö·'··'·..·'· ·Ö·. Ö·3·3·1'·..·'·'· ö :ä4öö·'..·'.... ö: 25..,·, -.". ·ö: öö........·'·..ö :öö·'·'· Coarse 25 0.0280 0.7100 0.50 0.00 0,00 Sand 30 0.0232 0.5900 0.75 0.87 0.87 35 0.0197 0.5000 1.00 4.27 5.14 .,.............,...,.."... ¡Ö·...'·..··' Ö'. Ö·16"5·'·'·....Ö :42ÖÖ'..·,..,· '1 :25..,· .-.... ·ä: 7"3..·'·'.."· ·1·3,fif.... Medium 45 0.0138 0.3500 1.50 12.47 26.34 Sand 50 0.0118 0.3000 1.75 13.48 39.82 60 0.0098 0.2500 2.00 10.92 50.74 .,.""..,.,.".,.,....,... ':;Ö'··'··'·..· ö·:ööä"3·..·'·..· Ö:21"ÖÖ..'·...., ·2: 25'.... -..,., "3·.ä6'·'·'·'·.. ..g¡.Ëíö·..· Fine 80 0.0070 0.1770 2.50 4.64 59.24 Sand 100 0.0059 0.1490 2.75 1.87 61.11 120 0.0049 0.1250 3.00 0.84 61.95 ...................'.... ...1'4Ö'...·..... Ö'. öö4·r....... Ö: 1·ÖSÖ.....·.... 3:25·..., -.. ...·r Ö6........... ·63,·Ö 1"'''. v, Fine 170 0.0035 0.0880 3.50 1.83 64.84 Sand 200 0.0029 0.0740 3.75 2.40 67.24 230 0.0025 0.0625 4.00 2.68 69.92 270 0.0021 0.0530 4.25 2.69 72.61 325 0.0017 0.0440 4.50 1.27 73.88 Silt 400 0.0015 0.0370 4.75 2.32 76.20 450 0.0012 0.0310 5.00 2.02 78.22 500 0.0010 0.0250 5.25 2.51 80.73 635 0.0008 0.0200 5.50 1.42 82.15 0.0006 0.0156 6.00 2.61 84.76 0.0003 0.0078 7.00 5.34 90.10 0.0002 0.0039 8.00 3.67 93.77 0.0001 0.0020 9.00 2.67 96.44 0.0000 0.0010 10.00 1.80 98.24 Clay 0.0000 0.0005 11.00 0.99 99.23 0.0000 0.0002 12.00 0.53 99.76 0.0000 0.0001 13.00 0.21 99.97 0.0000 0.0001 14.00 0.03 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 ",I'; I'!:"',:" ::':':$ortl~%'Ståtl~t¡cs{Fôl~) ,"!'i:' , I ,,"11. 'I' I >1 ~ :'1, \ .'" ,:,,1, Illl )I \I,:} il' ~"i'" .1. ,:,'.. I" ",,.,' ." "."",', :,i: ',1;"1',',:'1" , \' 1:':1: :"";,·IIR~'~.'mète~:i,·~ >' ::':) <::II(r:~~k·;,·: :lli,', ' ,I: ,::\,!,Iri:må~ 1 I' ::!",I." , :,1'1 ,~dl,kl;"11" I :Mèc1lan;, " 'I, ., :'iMedjum$and'slze~" (In) 0.0100 0.0100 0.0100 (mm) 0.2551 0.2551 0.2551 M,a'l' . '·'/,';'i",'I'I~ ';";'<i'!':IIMeryflne:áårid.s ~eCl'~."'. ·.,i (In) 0.00815 0.00329 0.00477 (mm) 0.2070 0.0836 0.1213 $Ol1ln'g Skewriess Kurtosis I ··IV,!PÞc)r" 2.868 0.199 2.298 strongly fine s (ewØd 0.504 1.158 0.706 Mesokurtic 0.353 0.604 1.008 Component Percentages Gravel Sand I Slit· I Clay 0.00 69.92 23.85 6.23 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Silt + Clay 30.08 Particle Diameter [in.] [mm] [phi] 0.02062 0.01839 0.01656 0.01453 0.01185 0.01004 0.00177 0.00065 0.00029 0.00012 0.52381 0.46718 0.42072 0.36911 0.30102 0.25513 0.04488 0.01662 0.00734 0.00294 0.93 1.10 1.25 1.44 1.73 1.97 4.48 5.91 7.09 8.41 )  CØ'I:æ. Lab BP Alaska M PS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5214.1 Sieve and Laser Particle Size Analysis 100 35.0 80 28.0 ~ 0 :i: 60 21.0 '#. æ ~ ~ u c CI) CI) > ::s ;:; C' ca 14.0 £ :; 40 E ::s 0 20 7.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) .¡ 'I.,. ,'111,,'/ I", ...', II, "': ,". ¡ ~ar;tiC:le'SI~,"DI.tÎ'lb~tl~r:Il::I"I,\".;""',':; ::;"!:I:"'::I'I'IIII 'I'" , "'I" '" Dla' m.l;tè'r,I'II,I··"",,'··,,,,,'I·,,,,lli',,li ",'",." "'I···,,',.I'·,'We'I......t oj}, ,,1., " .,:"',: 'I ',,:-' '1,:-:,::''':'1'",''1'.': I I I I~."~".,I,~,,. "I",;"",."I_IJ'~I,;'II~"'~'I: "':".,"11":.".·.,,,.:,,11 '1-,' ,I: "1,11,1:,1'" ,I" I,", "".'." ti/~,I:II"iI.':;"',,¡ ·1' I.:·.· rUSMesh1'::" . . [in.1" .,:.. " I ',Ioun1': .."','1." ::i rlêbi~,':','I'" ··,rll)cl;ll,: ",., Cam;}I: 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ... ,... ..'·'·'·....·'··'··'·2·Ö·'··'·.. ..·ö,:ó"331'·,··'·'·ö.'ä¡öö·..·,·,·,·ö:25·,·..-,·..'ö:öö·....·'·..··'Ö.'ÖÖ'·'.. Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 1.29 1.29 ......................... ...¡Ö........... ·Ó·.Ö·1SS.....·...Ö .'¡2ÖÖ.....'..."1: 25..... -..... "3'.S2· ...·........¡.'ä 1...... Medium 45 0.0138 0.3500 1.50 8.22 13.03 Sand 50 0.0118 0.3000 1.75 13.22 26.25 60 0.0098 0.2500 2.00 15.32 41.57 .....,....'.'...,...., '·'·..:;Ö··'···..·'·ö·:óöä"3·'·' '·'··Ö.'21"öÖ'·'·'·....2:25'·'·'-·'·'·7'.4Ö·'·'·'..·'·'¡ä.'g:;,.., Fine 80 0.0070 0.1770 2.50 12.97 61.94 Sand 100 0.0059 0.1490 2.75 9.46 71.40 120 0.0049 0.1250 3.00 5.76 77.16 .......,., ,..,....,., '·'··'1·¡Ö·'·'·'·' ,··ö·.öö::ï1..·'·'·..ö.'1,ösö··,·,·,·,·3:25·....-·'..·3:4":r·'·' '·'''äö.'sä·'·' V. Fine 170 0.0035 0.0880 3.50 2.52 83.10 Sand 200 0.0029 0.0740 3.75 2.12 85.22 230 0.0025 0.0625 4.00 1.55 86.77 270 0.0021 0.0530 4.25 1.26 88.03 325 0.0017 0.0440 4.50 0.54 88.57 Silt 400 0.0015 0.0370 4.75 0.99 89.56 450 0.0012 0.0310 5.00 0.90 90.46 500 0.0010 0.0250 5.25 1.03 91.49 635 0.0008 0.0200 5.50 0.69 92.18 0.0006 0.0156 6.00 0.99 93.17 0.0003 0.0078 7.00 2.01 95.18 0.0002 0.0039 8.00 1.55 96.73 0.0001 0.0020 9.00 1.20 97.93 0.0000 0.0010 10.00 1.05 98.98 Clay 0.0000 0.0005 11.00 0.70 99.68 0.0000 0.0002 12.00 0.31 99.99 0.0000 0.0001 13.00 0.01 100.00 0.0000 0.0001 14.00 0.00 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 :',1',',1" :1'!I','il'I:"So~l~q'$tati~tiCs'¡~Fol~) ,,':','" ···'i,i ",',,1;·· I' '.:\' "'!},I: .,.: 1,11'\'.' I'll ,·1", I, "111''1,1,:; 1,..,;,,:1;',' I"I~}I',I :,',' 'i 'II,:,,' ""I I."" 1,1:" III'" II :',i I:: I¡"I/;':'I ,;;1:: 1:,'1: Illi::11 ',,'II.·.··.~ar:åmêter,':;:"::.1 I"JraSK,':' ..1 ,: Il1ma."., "I;'I,'¡"':~dlki,I," IMe:~:I~¡lð:: :·:¡,!t::i:;.;;:;::;,:~':'¡I::;;;'::,:,·::,I::~::::!i'~:il:ilt: li::i';!:.:J 1::::~I::¡~i:I;~'::'; ~::,' I"!'~: !1'::::I:!~:i:;: I::;:~:'::! ;:F,I:ñë:I:.lãnlJll:,s!ii~:~:'::~;:,:;'::::',¡::!:::::r¡:1 :,/::: ;',~i ~,,:::;,¡ "';',," I' (In) 0.0089 0.0089 0.0089 (mm) 0.2267 0.2267 0.2267 Nlean,;!I, . i,' , ...¡ :i 4,1' '..1 I'.,! :1, :i',I,¡',:. E.11"I'esaOds'lzeCt .:....,1,:. ,',::: (In) 0.00888 0.00680 0.00744 (mm) 0.2255 0.1727 0.1891 ~O,,*h,g'i," . Skewness Kurtosis I',' I 11:'1 ·1' , "'ppóri'." 0.498 Component Percentages Gravel Sand I Slit I Clay 0.00 86.77 9.96 3.27 Percentile [WeIght, %] 5 10 16 25 40 50 75 84 90 95 1.460 1.382 , I' . $tronglyfineskewed 0.928 1.957 0.534 Veryleptokurtic 0.235 1.883 2.179 Silt + Clay 13.23 Particle Diameter [In.] [mm] [phi] 0.01702 0.01512 0.01365 0.01208 0.01010 0.00892 0.00567 0.00339 0.00148 0.00031 0.43232 0.38397 0.34675 0.30686 0.25646 0.22666 0.14404 0.08600 0.03747 0.00776 1.21 1.38 1.53 1.70 1.96 2.14 2.80 3.54 4.74 7.01 )  eureLeti BP Alaska MPS 161 Milne Point Field ') C.L. File #: 57111-103075 Sample ID : 5216.0 Sieve and Laser Particle Size Analysis 100 25.0 80 20.0 ';¡fl. :ë 60 15.0 ';¡fl. C) ~ ~ u c ~ C ) ::s ¡ C" e ~ 40 10.0 u. E ::s 0 20 5.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) , ,,";,~', ,"1':\:',,1,,' I: '1"," 1"'\II:"!I;~årtl~I~'ISI~~IÞI~nl~Qtt~~",:'i';I:,,:,11"~III~:"I,:" ,:II:"I'I~I~':i:(,~,,i "~I';,~I"~ I'"" I ': ,':.1:: :,',;;: ",I., ',1;;11 ·..1' 'l;)î,õlm:e~el1' ,'.'1,'; 1I¡I·I':'::llli:",,~II.I'1 !::I: :11,~.·:.I:'il "'I'~:·"I·I'I.,·,) ','i,.,1 'i:iiw",I,all, tl~,':,I:1 I" :,' : ,',i, ,'!I, 'IrllJSMeshl',II,I', I·i .!!, noll' ';~;! ,! ,II:' rmrnl"~l' ,i,·I,:;II, t"Cb1i" ~!,'iil"lt 'nel!1'\71:1:I'I,'lrCÚm,li, 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 VCrse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ......................... ...;2·Ö..·.....·.. Ö·.Ö"3·3 ·1...·... ..Ö~ä4ÖÖ.......... ö:2ir·...-... "Ö·. ÖÖ·......·.....ö ~öö·"" Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.11 0.11 35 0.0197 0.5000 1.00 1.28 1.39 ....................... .....4'Ö........ ....Ö·. Ö·16S.........Ö ~4'2ÖÖ........ ..1":25..... -..... "3~sT""'" .....4'~9ö ..... Medium 45 0.0138 0.3500 1.50 6.54 11.44 Sand 50 0.0118 0.3000 1.75 9.87 21.31 60 0.0098 0.2500 2.00 12.38 33.69 .......................... ..fö........... ö·:ööä"3..·.... ..Ö~21"ÖÖ.......... 2 :25..... -... "6'. 6Ö.......... ..4'Ö:29...· Fine 80 0.0070 0.1770 2.50 12.69 52.98 Sand 100 0.0059 0.1490 2.75 10.38 63.36 120 0.0049 0.1250 3.00 6.98 70.34 ....................... ...·1"4·0........... Ö·. öö"4T........ö:1" ösö·...·..... 3:25·...· -..... 4~ öä·......·.. "74:4'2"'" v. Fine 170 0.0035 0.0880 3.50 2.56 76.98 Sand 200 0.0029 0.0740 3.75 2.03 79.01 230 0.0025 0.0625 4.00 1.78 80.79 270 0.0021 0.0530 4.25 1.52 82.31 325 0.0017 0.0440 4.50 0.68 82.99 Silt 400 0.0015 0.0370 4.75 1.21 84.20 450 0.0012 0.0310 5.00 1.09 85.29 500 0.0010 0.0250 5.25 1.50 86.79 635 0.0008 0.0200 5.50 0.89 87.68 0.0006 0.0156 6.00 1.58 89.26 0.0003 0.0078 7.00 3.29 92.55 0.0002 0.0039 8.00 2.42 94.97 0.0001 0.0020 9.00 1.94 96.91 0.0000 0.0010 10.00 1.53 98.44 Clay 0.0000 0.0005 11.00 0.90 99.34 0.0000 0.0002 12.00 0.46 99.80 0.0000 0.0001 13.00 0.18 99.98 0.0000 0.0001 14.00 0.02 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 ".I,I:,I:'I":I!';'!,'::::,III;!,III,,!':III¡:'I'':I,'¡I":S6GI~~I':'Ståtlst\~I'(~olfd:,,:,":::lt!',:li.111:1¡:I',':~I':!!i::I':I"1 II',IIO""I"",("",I;;'I',I',,II,I,)J:I,I::' "';I',~ ,1'1":1"',111''1' I,,' ,/",:.',", ,1"1 '1"""1'.,11 ;"'1'" ""·'1'·' "II",; 11:1,."1:11:1:.1."1'11',''1'11 '1.1' '1:'1111'111"11'1'1','.1"''11' ," ".'.'.'" II :"ill~"::'I" '11"1 '111..1;'" ':,.. ,.111, ':~/I ,I', ""'1.,' II,., ""1,'1'1','.:' "', "1'1 "I, ,.:I~' ,,';, ':~llii,I',tp:åraffi_te~,'~ ,~,~': :.,'ii',Ii:få_k'.!,'1 :,I',"lnmŠn1i ,I' /",,"ilfdlkl,,:,' M¡CU.ij'II"i~i':·::";II'I:,I:~..I: ,::li::t:i,:¡;~11 :11:'II!i";' ·:'I'F nel.'.rI~I,:i8I~~c:li:il:;I,.::.li:,¡,;.·!,I, (In) 0.0079 0.0079 0.0079 (mm) 0.2002 0.2002 0.2002 II.arr'I' ., "','." II:.,', :"rIIFlnesåriê:t'slz~':.II) I ;~, (In) 0.00772 0.00464 0.00554 (mm) 0.1962 0.1179 0.1407 $0"1119,;'; , Skéwriêâs ' Kurtoäls ',I"· .. '"~'I", ~oor,. 1.635 0.357 1.779 Stl'onglyfine's.kewed 0.872 1.551 0.594 Very leptokurtic 0.246 1.299 1.975 Component Percentages Gravel Sand I Slit I Clay 0.00 80.79 14.18 5.03 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 19.21 Particle Diameter [In.] [mm] [phi] 0.01705 0.01478 0.01301 0.01124 0.00908 0.00788 0.00420 0.00166 0.00050 0.00015 0.43308 0.37553 0.33047 0.28557 0.23063 0.20024 0.10680 0.04206 0.01272 0.00379 1.21 1.41 1.60 1.81 2.12 2.32 3.23 4.57 6.30 8.04 ) . t'øreLab BP Alaska MPS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5219.0 Sieve and Laser Particle Size Analysis 100 15.0 80 12.0 :::e 0 :ë 60 9.0 :::e D'I 0 ~ ~ c ~ Q) ::s :; 0" :; 40 6.0 ~ E u. ::s 0 20 3.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) ,,.." , .. Iii "~I', '1.1' .,.., .. ·,.;'i' I',' ..i ~artlcle,SlzØl'Dlstrlbütlpl1ll·~'I"::il;'li'i'::·· ',',,'y'.':" i"'I::,,,: Ii'::;;" , "I,,'il·..·",' .i': ,Q,'a J\'~~~:, .,I:',:i}ii:''',''', ,.:,'ili. :.","I"".,,,-i,",,: 11.1' ··.·1 ,·..:."1 ,'~~I.Q~~lo/~i.'I': i II:i I' 1;" ":',11" ,rus 'M~Shl'. '.1 "'i.. ,'rln;l,:,."I", rmm111 ""l,. ,] i" :',1 I i' tlritl;ll,I",.'I:ICum¡l',1 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 VCrse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ..········..·········..·····2·Ö .......... ··Ó·.Ö·3·3·1·········Ö~ä4ÖÖ·..·······Ö:25·..··_·..··Ö:ÖÖ·..··········Ö:ÖÖ····· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.30 0.30 ...... ................ ····..¡Ö···..··· ····Ó·.Ö·16š·········ö~42öö··········1·:25..···_·....·1·.35········ ·····1·.(35·..·· Medium 45 0.0138 0.3500 1.50 3.08 4.73 Sand 50 0.0118 0.3000 1.75 4.99 9.72 60 0.0098 0.2500 2.00 6.23 15.95 ............................ fö..······..· Ö·.ÖÖä3········ ·Ö~21" öö..··...... 2:25···.. -..... 3:·13..···..··.. ·1·g:öä···· Fine 80 0.0070 0.1770 2.50 5.41 24.49 Sand 100 0.0059 0.1490 2.75 3.88 28.37 120 0.0049 0.1250 3.00 3.19 31.56 ......................... ..1·¡Ö·····..··· ·Ó·.ÖÖ4·1·········Ö ~ 1·Ö5Ö·....··..· :3:25··..· -..... ~ï. ·14·..······· ..35:7Ö·... V. Fine 170 0.0035 0.0880 3.50 5.95 41.65 Sand 200 0.0029 0.0740 3.75 6.94 48.59 230 0.0025 0.0625 4.00 6.37 54.96 270 0.0021 0.0530 4.25 4.88 59.84 325 0.0017 0.0440 4.50 1.88 61.72 Silt 400 0.0015 0.0370 4.75 3.04 64.76 450 0.0012 0.0310 5.00 2.62 67.38 500 0.0010 0.0250 5.25 3.76 71.14 635 0.0008 0.0200 5.50 2.32 73.46 0.0006 0.0156 6.00 4.30 77.76 0.0003 0.0078 7.00 8.46 86.22 0.0002 0.0039 8.00 5.24 91.46 0.0001 0.0020 9.00 3.48 94.94 0.0000 0.0010 10.00 2.34 97.28 Clay 0.0000 0.0005 11.00 1.45 98.73 0.0000 0.0002 12.00 0.86 99.59 0.0000 0.0001 13.00 0.36 99.95 0.0000 0.0001 14.00 0.05 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 ,,'::"'~': il'"I.'·.··.".·.·..'.'i"Sôdlnp'IStåtlstlcfl{FOlk)'.' .1. I' ','" I' I,' ' """', I"·" ,.,': ,I, "'1"' ... ,.:," '" .¡ ", ",I,',.,' , " " '., 'I, :~";,:: :',:",',' ::,I,:'~~:~å~ët~~:' ",;¡:::,;,:', :). ~'!::'I!;! :::'T'r~~k:,::,',,;·I,', !'I:,I~II;>'I"ltn¡ri:,; !', "'_dl'Oi'I:.I!":;":':·' 1"·: ,'I, . ,. ',., I 'Very fine ,kånd'sl%e~ ,,'!:' 1·'·,' ' (In) 0.0029 0.0029 0.0029 (mm) 0.0742 0.0742 0.0742 Møäl1l.illll!,:,:; ::"I,',!¡., ' I ,I,¡!I, "I,'i'i,:li(' '·,.$Ut$i~edl i" '¡":'I,"I';',:!, (In) 0.00406 0.00187 0.00217 (mm) 0.1032 0.0474 0.0550 i$ortlng." Skewness' Kurtosis I ,·\(;Þoorr 0.189 3.147 2.338 Strbnglyfine skewed 0.803 0.613 0.331 Mesokurtlc 0.286 0.557 0.928 Component Percentages Gravel Sand .1 Slit' I Clay 0.00 54.96 36.50 8.54 Percentile [Weight, %J 5 10 16 25 40 50 75 84 90 95 Silt + Clay 45.04 Particle Diameter [In.J [mmJ [phlJ 0.01411 0.01179 0.00989 0.00738 0.00382 0.00292 0.00075 0.00035 0.00018 0.00008 0.35836 0.29939 0.25121 0.18740 0.09696 0.07419 0.01892 0.00894 0.00465 0.00199 1.48 1.74 1.99 2.42 3.37 3.75 5.72 6.81 7.75 8.97 ) A O:In!Lab BP Alaska MPS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5330.1 Sieve and Laser Particle Size Analysis 100 25.0 80 20.0 ~ 0 :ë 60 15.0 ?f.. 0'1 ~ ~ u c .~ CD :J '1õ 0" e "S 40 10.0 LL. E :J 0 20 5.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) 'I,,' ';;',1; ;'i:;' ; .."': "':I,Rartlc el'SI~elli)isttl~~ilori::lrll,I"I'I": ,1,1,' ,I: I I' ,I I· " 'J" 'D1am, A~e~1 ·,I¡ .""', 1;""", ',', 11;',111 ':i",\'1 ':iil, ,"i,I,!I',i:::," '1/11",,: ':'"W, " 8,ln",t/~~il;II,~'111 I """'~Us I~~~hl:: :.; ,. ;"I'tII1J;',,"¡: "i'lfmmli ,I "'Ii'ribll ,I' 1'1,,:','rlhCI.f':,:;:';~rCÚm\'li.' 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ·..·························2·Ö ············Ó·.ö"3"3·1..····..·ö:ä4ÖÖ....··· ·..ö:25..···-·..··Ö·.ÖÖ·..····· ·...·Ö..ÖÖ··..· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ····..···..···..···········¡Ö···········Ö·.Ö·16Š·········Ö:42ÖÖ....····..1·:25..·.._..·..Ö:ö"2..···..··..· ··Ö:Ö2····· Medium 45 0.0138 0.3500 1.50 0.19 0.21 Sand 50 0.0118 0.3000 1.75 0.60 0.81 60 0.0098 0.2500 2.00 1.03 1.84 .......................... ..7'Ö........... Ö·. ÖÖS·3........· Ö:21"ÖÖ.........· 2:25..... -..... Ö:69........... ..2:53..... Fine 80 0.0070 0.1770 2.50 1.87 4.40 Sand 100 0.0059 0.1490 2.75 3.11 7.51 120 0.0049 0.1250 3.00 5.42 12.93 ···························1·4Ö···· ······Ö·.ÖÖ¡·1·· ·..····Ö:1·Ö5Ö·..··....·3:25....._·...·ä:¡š·····... ·..·21·.'3ä···· V. Fine 170 0.0035 0.0880 3.50 10.66 32.04 Sand 200 0.0029 0.0740 3.75 10.46 42.50 230 0.0025 0.0625 4.00 7.90 50.40 270 0.0021 0.0530 4.25 4.89 55.29 325 0.0017 0.0440 4.50 1.65 56.94 Silt 400 0.0015 0.0370 4.75 2.56 59.50 450 0.0012 0.0310 5.00 2.28 61.78 500 0.0010 0.0250 5.25 3.48 65.26 635 0.0008 0.0200 5.50 2.20 67.46 0.0006 0.0156 6.00 4.12 71.58 0.0003 0.0078 7.00 9.24 80.82 0.0002 0.0039 8.00 6.89 87.71 0.0001 0.0020 9.00 5.21 92.92 0.0000 0.0010 10.00 3.61 96.53 Clay 0.0000 0.0005 11.00 1.98 98.51 0.0000 0.0002 12.00 1.04 99.55 0.0000 0.0001 13.00 0.40 99.95 0.0000 0.0001 14.00 0.05 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 _.".': "1"':' ,1:',:1"; ,1,,('1 II~PdlrigIS.tl$tlcs(Folk)¡";>1 ,I"·'.", I", ,'I' ,,. .., I ".' 'II." ':I' 1:1' "il':":':,' I'" "'I"""" ", ., ('" ':1'·"· ':1, : ''''.' ",:.1'1,·'.:" 'q :'1·' ".1" 'i II "I I.',';i;,.,' .'"-,' It~~~~ 1',,'1'1 ,II!:I"I 11;'J':'T·".:!"I"&h.II¡: ~'I'~I,': '!:~h: ,I:;,! "'h" ',':1',::,1,..;., '1",lc¡: '.,.: ',II' ,.,ðram"",~~" ,'I." '" I , ,,1:,1, it$.,,·' "I, ",'II ma ., "" ,"" .", ",nO K: ,,'" M,cn~ñ::, "{:i,!' , ';1,'1:1: :i'i:I,:: ,<,', :",''Ile¡Yflkelsa~d!sl~ed';:" (In) 0.0026 0.0026 0.0026 (mm) 0.0649 0.0649 0.0649 Mein:,"¡::'¡,,!',',¡:!,' 1,:;;i':'I'>:"I::~i':'; '::;::";',,!¡il'i':'iIIL' ¡ ::/;I¡ :1',',':"i::::'1 $orth,þ' $kewnes.; Kurtosis (In) 0.00227 (mm) 0.0578 .' 'Sllt_lzed'I:"'I:.....:,.;,'i!,,.'!·, 0.00102 0.00139 0.0259 0.0352 :::":1:':::1" 1:,::::,;,I:I:;;'':;',¡\i':!::''; V~II;~'Öåt::' I 3.021 0.210 2.195 'I,'.. . StronglY fine skewed 0.531 0.897 0.580 Mesokuttlc 0.326 0.563 0.906 Component Percentages Gravel Sand ·1 Slit I Clay 0.00 50.40 37.31 12.29 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Silt + Clay 49.60 Particle Diameter [in.] [mm] [phi] 0.00724 0.00571 0.00487 0.00410 0.00318 0.00255 0.00045 0.00021 0.00012 0.00005 0.18391 0.14510 0.12377 0.10412 0.08068 0.06489 0.01141 0.00544 0.00297 0.00139 2.44 2.78 3.01 3.26 3.63 3.95 6.45 7.52 8.39 9.49 )  QnlBb BP Alaska M PS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5332.1 Sieve and Laser Particle Size Analysis 100 15.0 80 12.0 ";f!. 1: 60 9.0 ~ C) 0 ~ ~ c ~ C ) ::s :¡:; C" ca e ~ 40 6.0 E LL. ::s 0 20 3.0 o 4.0000 1.0000 0.2500 Qœ~ Q~~ QOO~ Particle Diameter (mm) 1'/" li",:,II"I"; 'I" ,1',1' 11·,1,: 'I:i,>' I. ,I,' " ',' . :r'Ö$ ·~~ähl , i .'; "'iP8rtlcleSlzeIDistrlbutlori::'~II'II,II,,":I"':I')';'""11::",::11',..'1: "ei . '. t· ".,i "," '., ,"~I " '" ""'1" . "",', ,,I" 'I" .,.... ,W ,t...~, ~J"""I ''', '.,' iilm' er,."',I,,I."I,I.,:I"'II"I"'·."·.· ,.",1""1'."", '..' "",1".,"1" " ~,,~Ia,... ,.J~:·,II·"·I"·I' I., ,I ~,' ,I,' I,. 1'1,1 " :'1:1,,,,'1 , ""':"1',', ," 'I," ,I ,"'.'1 ,I :'" I, ." ,,' 'I, I~ ,,' 'I" I 'I I ',I",rln;l'," 1..I,.'IJmml·I'I·I"I!:', rl.:ll".·I·'ln~h:M:I!" :,'tCl.lm!I', 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ........................... ·2Ö·····..···· Ö·. Ö·33·1··.......Ö ~ä4ÖÖ··"·""·Ö :25..··· -..... Ö ~öä"··""·····ö :öä····· Coarse 25 0.0280 0.7100 0.50 0.08 0.16 Sand 30 0.0232 0.5900 0.75 0.25 0.41 35 0.0197 0.5000 1.00 0.43 0.84 ........................... ·¡ö·..·····.. ·Ö·..Õ·16S..·..···· Ö:¡2ÖÖ·..·..·· "1· :25·..·· -.... ·Ö~ 92·..·..···.. ..1":76..··· Medium 45 0.0138 0.3500 1.50 1.90 3.66 Sand 50 0.0118 0.3000 1.75 3.52 7.18 60 0.0098 0.2500 2.00 5.39 12.57 ,. ·.....····················fö········ ·..·õ·.ööä3··..···..Ö:21·ÖÖ··········2:25···.._....·3~27···..·...···Wi.'ä4···· Fine 80 0.0070 0.1770 2.50 7.16 23.00 Sand 100 0.0059 0.1490 2.75 7.35 30.35 120 0.0049 0.1250 3.00 7.27 37.62 ......................... ..1·¡Ö.........· Ö·.Ö·Õ4·1........· Ö: 1"ösö....... ...3:25..... -..... 7~3S"'''''' ....44':97.... v. Fine 170 0.0035 0.0880 3.50 7.36 52.33 Sand 200 0.0029 0.0740 3.75 6.54 58.87 230 0.0025 0.0625 4.00 4.90 63.77 270 0.0021 0.0530 4.25 3.29 67.06 325 0.0017 0.0440 4.50 1.24 68.30 Silt 400 0.0015 0.0370 4.75 2.07 70.37 450 0.0012 0.0310 5.00 1.85 72.22 500 0.0010 0.0250 5.25 2.67 74.89 635 0.0008 0.0200 5.50 1.65 76.54 0.0006 0.0156 6.00 3.04 79.58 0.0003 0.0078 7.00 6.78 86.36 0.0002 0.0039 8.00 4.86 91.22 0.0001 0.0020 9.00 3.59 94.81 0.0000 0.0010 10.00 2.57 97.38 Clay 0.0000 0.0005 11.00 1.48 98.86 0.0000 0.0002 12.00 0.79 99.65 0.0000 0.0001 13.00 0.31 99.96 0.0000 0.0001 14.00 0.04 100.00 . Distribution precludes calculation of these statistical parameters 0.0002 0.0 0.0001 ,',": ,Ii . ':':"'i:søhlngstadštlcs!(Folkil""" ..' " ,..,' ,",'.' ',.' ",,', , I" ,', I', ' ,,1\. '., I' '".' 'I" I,,,, ." 'I ,., "",' " '" I' ,I I I' I '1",' : ,I" "'1:: :, I ' ,~ : ':1 : ,', I '" ':",.1111,', I' II!'II ;1"" I'I' :'.' I.'.!' ,: ' , !" " I', I, ',: '1':11 > ;' ,':' 1 ". ",' 1',1 :.' "I,! !..I," :'( "I y< ': : ¡I' ;':' ,', ~''':,;: 'I: IIII 'II! " I: I ; , ' , ,'il 1"Paratnètijr/:::":,':1ita$kll'·· : .·..Inmah::'i. ¡::bl~:'¡" tv1_éIla~' y;' '1,'/';,' ;.'1 ; I,: I", :,'.. : '.Ve.y ~ flrie~å~dslz~Ci i (In) 0.0039 0.0039 0.0039 (mm) 0.0980 0.0980 0.0980 Mean Silt sized (In) 0.00409 (100182 0 Où2~ 4 (mm) 0.1040 0.0464 0.0595 Sól't:ing· '<I .·'·'V.Poor 2.672 0.203 2.278 SkeWOé$8 Strongly fine skewed 0.696 0.845 0.496 Kurtosis .' M8S0kurtic 0.293 0.614 1.074 Component Percentages Gravel Sand I Slit' I Clay 0.00 63.77 27.45 8.78 Silt + Clay 36.23 Percentile Particle Diameter [Weight, %] [In.] [mm] [phi] 5 0.01317 0.33449 1.58 10 0.01073 0.27267 1.87 16 0.00901 0.22876 2.13 25 0.00718 0.18240 2.45 40 0.00494 0.12548 2.99 50 0.00386 0.09804 3.35 75 0.00101 0.02554 5.29 84 0.00037 0.00939 6.73 90 0.00018 0.00454 7.78 95 0.00008 0.00193 9.01 ) Ai IiIre Lab BP Alaska M PS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5365.0 Sieve and Laser Particle Size Analysis 100 25.0 80 20.0 ~ 0 :ë 60 15.0 '*' C) ~ ~ c ~ CD :J :;:; C" C'CI 10.0 ~ :; 40 E :J CJ 20 5.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) 'I,' "", ." ~~jlr:fiCI.é"51~Ø',~J~~~llb'~tlô~:"::I"i:"':"',I',¡ ;:,:,1','1' .,I"I:;\I;,i,:~¡I'I'! ,:'....,'1,:, ,..1 i'I....' ~','" ,,', :,','" ,,', Diam~t,r·.",.", 'I, ,':":1'1,:' .I':,i",1''',:'1'''1''''111",:,,:11'11, .. '." ""IWelghtl,'o/cI il,"'I'," II'" i ""1"1,1, ,,":lrU5 Me$hl', "I,:;I'r¡n.l"I'I" :,.1'" rrttml!·';'i ,I1:!:',t:,~,~,I'li:;" . ,itl~çjjlll::.,:"'I~'rC~~¡l:"¡'1 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ......................... ..·2Ö·········.. ·Ó·. Ö·3·3·1......··· ö ~ä¡Öö·"······· Ö:215····· -.... ·Ö~ öö···..···.... ·Ö..ÖÖ····· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ....... ··········..········¡Ö..··· ·..···Ö·:Ó·165···..····Ö~¡2ÖÖ·····..···1·:215··..·_·····Ö~ÖÖ·····..·..·..Ö..ÖÖ·.... Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.17 0.17 ................. ······...··:;Ö···..··· ..·ö~ö·óä·f·······Ö~21"ÖÖ··..···..·2:215·····_·..··Ö~75....·······..Ö."ii2····· Fine 80 0.0070 0.1770 2.50 4.44 5.36 Sand 100 0.0059 0.1490 2.75 9.42 14.78 120 0.0049 0.1250 3.00 12.66 27.44 ......................... ..1·¡Ö.......· "'Ó·. öö4·r....... ö ~ 1"öšö .......... 3:215..... -.... ·12~52.......·... 39~96...· V. Fine 170 0.0035 0.0880 3.50 9.65 49.61 Sand 200 0.0029 0.0740 3.75 6.02 55.63 230 0.0025 0.0625 4.00 3.45 59.08 270 0.0021 0.0530 4.25 2.31 61.39 325 0.0017 0.0440 4.50 1.05 62.44 Silt 400 0.0015 0.0370 4.75 2.07 64.51 450 0.0012 0.0310 5.00 2.11 66.62 500 0.0010 0.0250 5.25 3.20 69.82 635 0.0008 0.0200 5.50 2.03 71.85 0.0006 0.0156 6.00 3.92 75.77 0.0003 0.0078 7.00 8.67 84.44 0.0002 0.0039 8.00 5.87 90.31 0.0001 0.0020 9.00 4.03 94.34 0.0000 0.0010 10.00 2.71 97.05 Clay 0.0000 0.0005 11.00 1.61 98.66 0.0000 0.0002 12.00 0.92 99.58 0.0000 0.0001 13.00 0.37 99.95 0.0000 0.0001 14.00 0.05 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 ,II. "1' ': ' , '" ,'" .' .., " """'5" ..., ålC!."t' I' t·':..' IF' I¡;;~··", ,.",' ("w, '," "" , lil'II,1 ;'!: II ,'¡'~, .I,II,' ,1":11'.1: 1,'I';""j ,1':1· '~II;'" 011' ,n,~'I~~ S ICO' ~ _ 0 ~,I;, ;II""'~"'I :'1, '::."1' ,1',11,','11,1:1 I' ;',1.11',11 ;,:"":,,,,':, ,I ,,',1' "~"'::I",':,II";,!:,,:I;I,,~ ': ';"',:; ,11'i:' ':':I:"~I '~'; "',"\ 1.1' 1;-1" :'II~ "-,'): "'I " ,;) li',"::",:",I: ,"'"I:,:"i: I", ':'i'~:,'III,;1 ,I,.'" ,,',-:1 '~i':;1 11:1", j:,'~I' ;111 ~" ,,', '1;11','111 ,'.I;I:I',I,¡:,';.II/ 1'1111,1.1 ,',' II;' ":I"I'!I~,:'I:I,, I"I"III:":~ ,~I'I"',"I'I, I','~' :II~'I,I :,., ;11' I; 1,'1'.1':'11,1"1: ": ~,I 11,,1'1,1:, II I, 'i,'I: . ,~aramete~'¡,'·I'.:', .'.~,,',:" ';J'rask,: ,:'11:: ::Iilnman¡" ..11,,1,' . :,¡;olk '.,,' :_,lel~_:n!¡':;¡:'::i¡~i:!!¡::i!i:i?'::¡:lr:::;;!¡:i:1:,:I::':¡~:;:;'i~¡:~ :¡:¡i::':',I::i~II:!"i:':I:I::,:::I":~:;,:!,~ ;¡.!i:I:I¡::li,:::::':'~ 1:',:::N1¡~;I:f1~'pië~,:;~àh'a::!':'sl~ø(JI!'¡:'~':~':~ 1:"li !'!:i'!::::~:::;;:;'il:I':~ :::;:¡. (In) 0.0036 0.0036 0.0036 (mm) 0.0915 0.0915 0.0915 Møån'I.',:I,if· l'lil,'¡j',¡ I ,Iii. III ::',,:,:;:11' ,'i'Slltl$lzedli .:'" i .il'.¡:t.::¡( . (In) 0.00303 0.00135 0.00187 (mm) 0.0769 0.0344 0.0476 'SQ'i'tlng.11 " 1,;I,;'V~.IRob~: 2.931 0.219 2.124 $kewne.. Kurtosl. Strongly fine .k.-wed, 0.514 1.057 0.663 0.359 Platÿkurtlc 0.551 0.897 Component Percentage. Gravel Sand I Slit I Clay 0.00 59.08 31.23 9.69 Percentile (Weight, %] 5 10 16 25 40 50 75 84 90 95 Silt+ Clay 40.92 Particle Diameter [in.] [mm] [phi] 0.00763 0.00683 0.00617 0.00542 0.00436 0.00360 0.00063 0.00030 0.00016 0.00007 0.19376 0.17336 0.15679 0.13773 0.11079 0.09148 0.01603 0.00753 0.00397 0.00175 2.37 2.53 2.67 2.86 3.17 3.45 5.96 7.05 7.98 9.16 ) . Core Lab BP Alaska M PS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5368.0 Sieve and Laser Particle Size Analysis 100 25.0 80 20.0 "#. ~ 60 15.0 "#. C) ~ ~ CJ C .~ Q) ::s 1ü 0- e "5 40 10.0 u- S ::s (,) 20 5.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) , ., .. ' Partlcle~Slze Ðlstrlb~tlol)"I·,':;III'~'; ·"I~'~,:lI",111 I';:"~. I, ~ ...', ,.,. '.:1." I. ...'.. ·1,'P"iii'J;1;I,". ijte..,.,r. ,i';.·,·; ..i. 1.".',1.11:11·1. '.1.1.,1...:,. ,...,.11.'1.', 1'·".1.' III.',I·~.I,·', .I'··.",.·'~'I:" ': I we,'. ID.h, t,,{",YI/"I,'" ..'. ",'," , 'ius' NI~shl'.. .: . I:' rlh~l,' ,~¡ ·1·II'r~rn1.1 ;., .i:I,!'r.,1!I','··.I' l:tlncl:fl,I,~.I:rtl.l~j:"I, 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 .......................... ..2"ö........... ·0·:0"3·3·1..... ·...ö ~ä4ÖÖ...·...... Ö :21r.... - ..... ö:öö...·...·... "ö~öö·"'· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ........................... ·4Ö······..··· Ö·. Ö·15S······..·ö ~42"ÖÖ""···· "1· :25....· -..... ö: öö····....·..··ö ~Öö····· Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.08 0.08 ......................... ...7"Ö........ ...Ö·.ÖÖä·3......... Ö~2"1·ÖÖ"'" .....2:25..... -..... Ö·. 5"3.......... ...Ö~7"1·..... Fine 80 0.0070 0.1770 2.50 4.03 4.74 Sand 100 0.0059 0.1490 2.75 8.97 13.71 120 0.0049 0.1250 3.00 12.38 26.09 ...... .............. .... ···1·4Ö··..······ö·:óö4T..······Ö~1·Ö5Ö···....···3:25·..··-···..12:7T······....3ä:äö··.. V. Fine 170 0.0035 0.0880 3.50 10.24 49.04 Sand 200 0.0029 0.0740 3.75 6.62 55.66 230 0.0025 0.0625 4.00 3.77 59.43 270 0.0021 0.0530 4.25 2.38 61.81 325 0.0017 0.0440 4.50 1.03 62.84 Silt 400 0.0015 0.0370 4.75 2.04 64.88 450 0.0012 0.0310 5.00 2.07 66.95 500 0.0010 0.0250 5.25 3.02 69.97 635 0.0008 0.0200 5.50 1.87 71.84 0.0006 0.0156 6.00 3.67 75.51 0.0003 0.0078 7.00 8.18 83.69 0.0002 0.0039 8.00 5.93 89.62 0.0001 0.0020 9.00 4.37 93.99 0.0000 0.0010 10.00 3.00 96.99 Clay 0.0000 0.0005 11.00 1.68 98.67 0.0000 0.0002 12.00 0.92 99.59 0.0000 0.0001 13.00 0.36 99.95 0.0000 0.0001 14.00 0.05 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 ..;I·,,:il'I·'II.I,'.'II:I:i::i'(:::: 1,.,IIII,i:I,I'Sdf.Ii:1SIStåtIS~CSli(FiOlkr" . ,; :i,li;'·:','I.:,I:".!.:"".· ,,! ,. "'1.'..'1.. "",,',,,' I·', :1.·.""1. J""¡.,,.,".I, . .1'" .·"I.í :' ',' '/:-:-",,:,,',,::!,.. ;1I:.:::!'P~råmèi~~::<' ·.,','.':+~a~a(I,:'I: '1"~~I1::;I,1 1'1 .... . Follt" : M_'~làni.i.'II,:. i¡¡!:;I:I,:,:!""1 :i: :¡'I:I,;::i;I!.;¡II!:I,I.~êlj'fll'i¡~Md.'SiI.že~:lil·!:¡::¡:"../ 'i (In) 0.0036 0.0036 0.0036 (mm) 0.0903 0.0903 0.0903 ~._",,"i¡,!::\:,i i¡ "i:'i:;: II)¡ :,¡,)::'I~,; (In) (mm) Sortlr.gl Skewness KUrt08l~ .",il'," .':::'::'.! i.I "~Ii :$m:slžèd' I,! I.::',,;::' .. ...¡ 0.00297 0.00129 0.00181 0.0754 0.0329 0.0460 ·'··,1:;· 2.932 . : V.IPOOf . 0.213 2.153 Strongly fine skewed 0.510 1.054 0.670 Mesokurtlc 0.357 0.537 0.905 Component Percentages Gravel Sand 1 Slit' 1 Clay 0.00 59.43 30.19 10.38 Percentile [Weight. %] 5 10 16 25 40 50 75 84 90 95 Silt + Clay 40.57 Particle Diameter [in.] [mm] [phi] 0.00749 0.00672 0.00607 0.00532 0.00428 0.00356 0.00062 0.00028 0.00014 0.00006 0.19033 0.17076 0.15420 0.13514 0.10877 0.09034 0.01572 0.00701 0.00365 0.00165 2.39 2.55 2.70 2.89 3.20 3.47 5.99 7.16 8.10 9.25 ) . CØ'el.ab BP Alaska MPS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5381.0 Sieve and Laser Particle Size Analysis 100 20.0 80 16.0 *' ::ë 60 12.0 *' æ ~ ~ c ~ CI) ::J :¡:; C" CIS e "3 40 8.0 E u. ::J 0 20 4.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) I '"'!,,PliJttlêl.. 'Size' Olsttll;)~tJ~Ii:¡,'!:,¡ , ~ !II! ",~II,:,~'i"II';',:¡i: illl'II"!":d!' :: ", ,',','" "DllllmAter,"'I" :,',1'",::', ("}I:"I:I'~>':'::'I"""""'Welnhtlo/c""""':"'1' ,r'i"',¡;;'M' 'e: '.:ih:l",·' ,,' I' 'I',~' ,"I: '," , ',' ¡,' ",~: ",,:, ,:, ""I" 'I' ", ,',1'< I,:, "III':;,~"ðl"';';",: "'!"",ft'rl";j" 'I' ¡ \,IQ o:Þ ,,:', rln!1, ' :' I, ",', FmMl':"I", I",!,'" neb " ,,:,1';::,'-111"" l'II"CI~I;'",:, ',:': I, ~"'I,...J'" 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 .......................... ..2'ö··..······· ö·.Ö'3'3·1···..··.. ö :ä4öö····..···· ö :21r" ..-.... ·ö·.öö...··..··..· ·ö:öö·..·· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ......................... ...¡ö·...·...·.. Ö·.Ö·16S·...·.... ö:¡2'öö.........· 1:25 .....-..... ö'. öö........... "ö:öö ..... Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.00 0.00 ............... ....... ·..···fö·· ·······..ö·:ö·öä·3···..··..Ö:2'1"öÖ··········2:25·....-..···Ö·.Ö2···....······Ö:ö2"···· Fine 80 0.0070 0.1770 2.50 0.33 0.35 Sand 100 0.0059 0.1490 2.75 1.39 1.74 120 0.0049 0.1250 3.00 3.42 5.16 .......................... ·1·¡Ö·......·.. Ö·:Ö·Ö¡·1.....· "'Ö: 1"ösö·......... 3:25..... -..... 6:·16.... ........1"1':32'.... v. Fine 170 0.0035 0.0880 3.50 8.68 20.00 Sand 200 0.0029 0.0740 3.75 9.70 29.70 230 0.0025 0.0625 4.00 8.76 38.46 270 0.0021 0.0530 4.25 6.64 45.10 325 0.0017 0.0440 4.50 2.51 47.61 Silt 400 0.0015 0.0370 4.75 3.87 51.48 450 0.0012 0.0310 5.00 3.01 54.49 500 0.0010 0.0250 5.25 4.09 58.58 635 0.0008 0.0200 5.50 2.62 61.20 0.0006 0.0156 6.00 5.11 66.31 0.0003 0.0078 7.00 11.37 77.68 0.0002 0.0039 8.00 8.10 85.78 0.0001 0.0020 9.00 5.90 91.68 0.0000 0.0010 10.00 4.09 95.77 Clay 0.0000 0.0005 11.00 2.35 98.12 0.0000 0.0002 12.00 1.30 99.42 0.0000 0.0001 13.00 0.51 99.93 0.0000 0.0001 14.00 0.07 100.00 . Distribution precludes calculation of these statistical parameters 0.0002 0.0 0.0001 " ' :"1" ,ii,',' '" ",', , , ," I'!::"""'I ' ... 'Stä't"i' ti"'¡'" n= I~)" ,"', ,,' ,'I ' ill" I I' I,I,'~I/>': III',.~I :,'1,"', 'I,.',I:'~, ':",,:' ,',:; ;~~.~~" :~~"II',i',I ,,,,,,,~,, I~,I,~,,~ 1\,,1' ""',:11,,1:11,,':: :1:1" I,·I'I~ :,:I'I,:',,'I':'I/:~,I,: ;:,.,:!I:,"I'I"I: 1:.1',":11.."'1. '11', 111:',,1,' "ril"," III,'" "I (11,11111 ,1',1,;;,1 'I 1111'1'1",) i:""",I'I" ,I ", 'I",II,I!,: ',,1,1"" II', ,;,1,: "',', I ,',I :",1, ", ~ : I', ,,11111 ""','.,'. ':I,':'!,~ä&.ri1êté \ ;,I"i ',,~ 1.,I;l'rä5k':'¡'II' ': Init¡øn ;"1",1 ,'!' ~o k:'I: IM_:Ð~.'~:I,:i!:i;;i:·¡: :::I:I!r:::¡I::'::¡:li;:;::;:!~,::lri~¡"I;;:: :~'::::::::I:';!:::,il! ¡:¡I"i::i!,i:I:~¡:¡~ ::'!::!::::I¡:::::;:!~!!! :;::',:;;I!'::I!:::::!: :i,¡;::::":!:,,!:',!_:~I~:!I~!'~i:~:¡,'!I::': ~:: ¡:'::!,!:'I::;;::'~;;!:':::!::~ !¡'¡':lil;¡:¡'!::¡:i::I;;I'i';,;:':'! (In) 0.0017 0.0017 0.0017 (mm) 0.0440 0.0440 0.0440 M.à~I::II!'I,!:I·;II,:,,'I:I,II;':¡', "'¡I' (In) (mm) $ålting, :,1.",,,,; 111'1',','1 ",I:, I,':' ,'.::,.:",1 ',',!,,'';V;,Roor.:: ¡,iI I, 3.118 0.211 2.163 Sk~wriø$s Kurtosis ¡.,,::I,;.,.};, ,',; :'I',$lIt!sizédil'!I,,::'i" I"~ ;"1",:,1,::,"" 0.00183 0.00083 0.00106 0.0464 0.0211 0.0269 ,StrölÎgIY·, fji'Uulkewed ' 0.614 0.811 0.502 0.336 Platykurtlt 0.526 0.857 Component Percentages Gravel Sand I Slit I Clay 0.00 38.46 47.32 14.22 Percentile [Weight, %J 5 10 16 25 40 50 75 84 90 95 Silt + Clay 61.54 Particle Diameter [In.J [mmJ [phlJ 0.00528 0.00452 0.00394 0.00331 0.00243 0.00173 0.00034 0.00017 0.00010 0.00005 0.13400 0.11492 0.10008 0.08413 0.06181 0.04396 0.00866 0.00444 0.00250 0.00115 2.90 3.12 3.32 3.57 4.02 4.51 6.85 7.81 8.64 9.76 .. CDr'E!.laIÌ ) BP Alaska M PS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5454.0 Sieve and Laser Particle Size Analysis 100 15.0 80 12.0 ~ 0 ~ 60 9.0 ~ æ 0 ~ ~ c .~ Q) ;:, ëã 0- :; 40 6.0 f E u.. ;:, (J 20 3.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) · ·..p.nl¢l~iSlze'DI8tr. Ib..··~,tlb~',::""",,. ".'....'....... 'I' .... II',·.·..·.· .',"I!'.·'il"i"i. .. " , .....' ',,' .il' ..',1'.' ,Dlam'i'ter,: .... ......, , "'.I','i'..".,'.", (II :"'1"1:'" ,I,I¡i:iIWElIt;Jhl,rli !":' ,'Ii' ,'rus. ~esh1:1,. .': :.,llln.l·' ',:1 ,rmml'?: '.." f.I,1: ':1,.1 '1"I.I'[lnçl]1"'I'II·,fCum;ÎI,"1 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 .... .... ......... ... ······..2Ö············Ó·.Ö33·1·······..ö~ä4ÖÖ·······..·ö:25·····-·..··Ö·.ÖÖ········ ·····Ö~ÖÖ·..·· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 .... ...... .......... ··..··..;,;Ö·········..Ö·.Ö·155·······..Ö~42ÖÖ··········1·:25..···_·..··Ö~ÖÖ·······..·..·Ö~ÖÖ·..·· Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.00 0.00 ················..····..··..:;Ö···..···.. ··ó·.ööä·3..·······Ö~21"öÖ..········2:25....·_·····Ö·.ÖÖ..··....... ,·Ö~ÖÖ····· Fine 80 0.0070 0.1770 2.50 0.00 0.00 Sand 100 0.0059 0.1490 2.75 0.37 0.37 120 0.0049 0.1250 3.00 2.45 2.82 .......................... ·1·¡Ö·····..··· Ö·. ÖÖ4·1····..··· Ö~ 1"Ö5Ö······.... 3:25·.... -··..·5'.52·..·..··.... ·ä~44"··· V.Fine 170 0.0035 0.0880 3.50 7.67 16.11 Sand 200 0.0029 0.0740 3.75 7.75 23.86 230 0.0025 0.0625 4.00 6.43 30.29 270 0.0021 0.0530 4.25 4.87 35.16 325 0.0017 0.0440 4.50 2.05 37.21 Silt 400 0.0015 0.0370 4.75 3.84 41.05 450 0.0012 0.0310 5.00 3.70 44.75 500 0.0010 0.0250 5.25 5.40 50.15 635 0.0008 0.0200 5.50 3.38 53.53 0.0006 0.0156 6.00 6.37 59.90 0.0003 0.0078 7.00 12.98 72.88 0.0002 0.0039 8.00 9.07 81.95 0.0001 0.0020 9.00 6.76 88.71 0.0000 0.0010 10.00 5.07 93.78 Clay 0.0000 0.0005 11.00 3.30 97.08 0.0000 0.0002 12.00 1.99 99.07 0.0000 0.0001 13.00 0.82 99.89 0.0000 0.0001 14.00 0.11 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 ',,".1" '.'i',',II'I".Sol'tln~$~tlstlc8',{Follt); ! ,i.': ":11', I ~'I':,"I'I:',II' 11;-.:.:·,'1'-:1:1"','1" :I':"¡":I I::' I:; :' ,,' .I:""'li,'"" ,:1," ',:"':;'1":,,,"1' ,';': I I ".':,1""; :' .;, I ': i, "', ',1' li: ' , I II, '.1' I 'I ."",',',:~'i=1råtnètè~".", :,','I,'.T~á$k.,;.:,I,lhm$n' il', :::,'I~b k':\:: . M~"'I~~II:\¡',' 1":I"II':I,II:¡",I.':.I';I!'I,',i'llii'l,;I/;:,I;,',:!~.ii"S\lt!~li.a:.I.'¡\I"II.',¡¡i:,····',iilili (In) 0.0010 0.0010 0.0010 (mm) 0.0260 0.0260 0.0260 Mean:,i.¡,""I' '. III :/:,'1: ",I'i".;:'I(;I,:,I"!,I,,.I,'i$lIj:li!ized'· (In) 0.00160 0.00068 0.00078 (mm) 0.0405 0.0173 0.0198 $ø,t ng $kew.ne.ui Kurtosis ;",1",' " 3.449 "V..~oor 0.187 2.319 Strongly fine skewed 0.833 0.586 0.316 0.326 Platykurtic 0.509 0.839 Component Percentages Gravel Sand 1 Slit· 1 Clay 0.00 30.29 51.66 18.05 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 69.71 Particle Diameter [In.] [mm] [phi] 0.00483 0.00420 0.00365 0.00294 0.00169 0.00103 0.00025 0.00013 0.00007 0.00003 0.12275 0.10679 0.09264 0.07479 0.04288 0.02604 0.00629 0.00322 0.00172 0.00077 3.03 3.23 3.43 3.74 4.54 5.26 7.31 8.28 9.18 10.34 ') .. CŒe Lab BP Alaska M PS 161 Milne Point Field ) C.L. File #: 57111·103075 Sample ID : 5462.0 Sieve and Laser Particle Size Analysis 100 20.0 80 16.0 ~ 0 1: 60 12.0 ';fl. C) .¡ ~ ;: CJ C ~ CD ~ :; C" "S 40 8.0 e E LL. ~ (J 20 4.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) ,;., ·,I,""",I"~';', Palti,cleIISIz:e'DI8~r butll)",;I'i'; ',"1' ·"'{I'~i",,~,', ,'illl"I~II'i",I",,;'!;,;I',,!, ",' · . '..., '..,' 'i'., ...... .....",. .:":' ii' '" 0'' IcOTl. at, ~, 'r,'." '~,'.. ,;i.i' '"~I"~ .~."".".,.~I';.'.':"'. i'~,?'." ,i',:',"""'. I. ,I,), ".', '1". ,I' "/1 ;,W. ~.,. '.IQ..b.. t. l~o'i'il"'I"'I;';."'.'¡.' , . "I,', "rUSMestlt.;, I';, "I'.' fin:l"": II':':! ~W.mll ¡I' 'Iili I':IT :'1:: ,,:~,I·'I '·i:,rIHcl"ri',1 ';ré'~m,J"¡' 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ................. ···········2,·ö·· ·······..ö·.ö'3·3·r········ö:ä4öö···..···..ö:25·····-..···ö·.öö····....···..ö:öö· .... Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ...... ······················4Ö···..······Ö·.Ö·16Š..·····..Ö:42ÖÖ··..·....·:¡:25·····-·····Ö:ÖÖ·····..·..···Ö:ÒÕ..··· Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.00 0.00 ·..·......·.......·....·...·fö...........·ó·.ööä·3·........Ö:21·ÖÖ.........·2:25....·-.....Ö:ÖÖ...·.........Ö:ÖÖ·.... Fine 80 0.0070 0.1770 2.50 0.00 0.00 Sand 100 0.0059 0.1490 2.75 0.23 0.23 120 0.0049 0.1250 3.00 2.43 2.66 ......................... ..1·¡Ö·····..··· ·Ó·. ÖÖ4·1·..··..··Ö :1·ÖSÖ·..·····..:3 :25....·-··· ..6·.'37····..··..·· ·9:Ö3..··· V. Fine 170 0.0035 0.0880 3.50 9.36 18.39 Sand 200 0.0029 0.0740 3.75 9.71 28.10 230 0.0025 0.0625 4.00 7.79 35.89 270 0.0021 0.0530 4.25 5.21 41.10 325 0.0017 0.0440 4.50 1.89 42.99 Silt 400 0.0015 0.0370 4.75 3.18 46.17 450 0.0012 0.0310 5.00 2.93 49.10 500 0.0010 0.0250 5.25 4.22 53.32 635 0.0008 0.0200 5.50 2.60 55.92 0.0006 0.0156 6.00 5.28 61.20 0.0003 0.0078 7.00 12.64 73.84 0.0002 0.0039 8.00 9.36 83.20 0.0001 0.0020 9.00 6.95 90.15 0.0000 0.0010 10.00 4.85 95.00 Clay 0.0000 0.0005 11.00 2.79 97.79 0.0000 0.0002 12.00 1.52 99.31 0.0000 0.0001 13.00 0.61 99.92 0.0000 0.0001 14.00 0.08 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 :',"'I""";\"'I{, ,:,'I~:;.II'I'¡','·";!,I.,I'.,','.'"!!,,I'.'S. ð, litl,". in.'''. :S. tå, tis.'. tl~~.!{~. , ' " ,I. h.' '.).'.'. "I:;'.'·il'i:I"I,.II'I;I.'·'I:,";I. ".'!,:i,."",','; 1'\''''1''·'''''' " . "~""·"'I' ,~, ',~"'," ," , "., "'" ··"1' ~" ., "" I' I ' ,,'."".,':'.'.'1'11.." .' "11'1:'11,1 'III "'I" 1..,'.'.',.'... " '" 1.'1 :1,1"d',' '1,1111'( I I. I" I ., ,'1,.'...,' :,1 'I" :11·, ,.1111. .1', .,",.'.. ., ".. .' ';' 11,1 .! '.'. '.' ,.1 , i. ::;,." ',Pâ..åR:ietê',l:'i .····,,;"¡:.,Träèk,""· i'ln' 'l1.n, :""'" "i Fdlkii<' " M~~'~Aill!';"~,II,."II;I' ';il:'.,::,I, 'il':':.i"';. "Sllt"slited;" (In) 0.0013 0.0013 0.0013 (mm) 0.0321 0.0321 0.0321 1IíI_¡l,i1' 'I'",; , ' . ., $øftl¡1g.; Skewness Kurtosis 1:,:I::,i:;':':I\:!i:':";" (In) (mm) ': :1: .1,: ",~!. "I, ': I,' ,:'·:,·1 $IIt. ii.~Z8< li,;i 0.00174 0.00073 0.0443 0.0186 !:';,:;',I',:,:':'; 1;'II,:'::',:,'li::::!: 0.00088 0.0223 ;'i i. ',..y; .Póór· 3.492 0.193 2.246 Strongly fine skewed 0.730 0.655 0.388 0.352 Platykurtic 0.470 0.793 Component Percentages Gravel Sand 1 Slit 1 Clay 0.00 35.89 47.31 16.80 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Silt + Clay 64.11 Particle Diameter [In.] [mm] [phi] 0.00484 0.00428 0.00381 0.00322 0.00220 0.00126 0.00026 0.00014 0.00008 0.00004 0.12294 0.10876 0.09669 0.08183 0.05593 0.03210 0.00671 0.00359 0.00206 0.00097 3.02 3.20 3.37 3.61 4.16 4.96 7.22 8.12 8.93 10.01 ) .6 Cø'e.lBb BP Alaska M PS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5485.0 Sieve and Laser Particle Size Analysis 100 30.0 80 24.0 ~ 0 :ë 60 18.0 *' æ ëii &' ;: c .~ ( ) ::s 1û c:r :; 40 12.0 .t E ::s (J 20 6.0 o 4.0000 1.0000 0.2500 ',·.lil' I' I,:, '" . þ~tjtlêlé'SlzØ~lst~lb~~lonl ',II ¡"i .." ,III,.~'!';, :,""II"',~i"II,I::;:", ':'.',,,1":;11""':':" '.1'.1" " DI~ri1'eter,", ,1,1,': ,,'.',,:::I:I':!I;".I"" 1"·'I'·.I"I,:.lwelg~f!'(o!;,i":;I:"'.:' I·, ' I rtls. Meshl, ""'1, "rln~1.'I',' "'r'lriffll:,~I", II' 1:!,lrl.,:]:'I'I,·'lrh~¢ll1"":.:" l're\.lm;1"" 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 '··········..····..·······..2·Ò········· ···Ö·:Ó·33·1······..·Ö~ä4öÖ········..Ö:25···.._·····Ö~ÖÖ··...... ·····Ö:ÖÖ..··· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ........... ............ ·····¡Ò······ ······Ö·.Ö·16'5···..· ·"Ö~¡2ÖÖ········ ··1:25....·_....·Ö~ÖÖ····....···..Ö:ÖÖ·..·· Medium 45 0.0138 0.3500 1.50 1.34 1.34 Sand 50 0.0118 0.3000 1.75 6.51 7.85 60 0.0098 0.2500 2.00 13.36 21.21 ,.. ..... ···..··..···..·..···7·Ö········..·Ö·:ÓÖŠ·3""....···Ö~21·ÖÖ···..·····2:25·...._·····Š·.34············29:55···· Fine 80 0.0070 0.1770 2.50 16.57 46.12 Sand 100 0.0059 0.1490 2.75 12.34 58.46 120 0.0049 0.1250 3.00 6.69 65.15 .. ........ .............. ...14Ö........ ..Ö·.öö4"1"..... "'Ö~1" Ö5Ö...... ...·3:25.....-..... 2~Š7'" ·........6ä~Ö2·... V. Fine 170 0.0035 0.0880 3.50 1.55 69.57 Sand 200 0.0029 0.0740 3.75 1.58 71.15 230 0.0025 0.0625 4.00 1.69 72.84 270 0.0021 0.0530 4.25 1.54 74.38 325 0.0017 0.0440 4.50 0.69 75.07 Silt 400 0.0015 0.0370 4.75 1.30 76.37 450 0.0012 0.0310 5.00 1.22 77.59 500 0.0010 0.0250 5.25 1.72 79.31 635 0.0008 0.0200 5.50 1.05 80.36 0.0006 0.0156 6.00 2.01 82.37 0.0003 0.0078 7.00 4.71 87.08 0.0002 0.0039 8.00 4.01 91.09 0.0001 0.0020 9.00 3.43 94.52 0.0000 0.0010 10.00 2.80 97.32 Clay 0.0000 0.0005 11.00 1.61 98.93 0.0000 0.0002 12.00 0.77 99.70 0.0000 0.0001 13.00 0.27 99.97 0.0000 0.0001 14.00 0.03 100.00 . Distribution precludes calculation of these statistical parameters 0.0002 0.0 0.0001 "::":1";,','1:';: ':"""'1,'.: III::',!:,::'II::;,:I ::',$øHlhQ$tåt itlb~:~F~lk}I:"":"'I:':,':III.:::i,I":,1::"::"::I~'I,'i' III""IIIIIIIII~'III"\I' ',I,',,: I',' :"1;1)"':,11 ;·1.1',,1: ~III"II:';)' .1,' ,I: II; '''II '' I·' Id'''''I'II~11 1,,1 '1,' '.Ii "1" ~;:I" "'.'i"'('~~ I' .; "'1"1" :,1,1'"" "'I" I "1 :i;:",,'~ä~'ßI\~ter, "I:":i"'I:"I:~,'~i~~~':i ',:"':¡':!'I~~å~:";'" '11,' '!:;FpU('!:, ft4I,d à~':: IIII!,,'I.', .'·:·..··1.,:;,··. (In) (mm) "'ean ',"""i;"'.·'IFi~e 'sâ~d',Øi~8tI",i 0.0072 0.0072 0.0072 0.1820 0.1820 0.1820 (In) (mm) Very tine sand sized 000573 0.00218 0.00325 0.1455 0.0555 0.0825 $Øî:tirîg,~."", ....,.. ""I:,' ,'.: 2.213 Sk.wness Kurtosis IViê~or . 0.207 2.269 . Strongly fine skewed '., 0.600 1.282 0.767 0.334 Lepokurtlc 0.643 1.336 Component Percentages Gravel Sand I Slit' I Clay 0.00 72.84 18.25 8.91 Percentile [Weight, %J 5 10 16 25 40 50 75 84 90 95 Slit + Clay 27.16 Particle Diameter [In.J [mmJ [phlJ 0.01267 0.01151 0.01057 0.00951 0.00809 0.00717 0.00194 0.00045 0.00018 0.00007 0.32176 0.29232 0.26842 0.24161 0.20539 0.18204 0.04932 0.01147 0.00455 0.00181 1.64 1.77 1.90 2.05 2.28 2.46 4.34 6.45 7.78 9.11 ) .. ÜJI1!LaI:i BP Alaska MPS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5492.0 Sieve and Laser Particle Size Analysis 100 25.0 80 20.0 ~ co ~ 60 15.0 ?fl. œ ~ ~ 0 c: .~ ( ) ::I 7å C" '3 40 10.0 ~ E ::I (J 20 5.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) ',I "':' 1,:1.,.1:1".\1; "I,'.. "I,', I :"111' Þarticl'e', Si2:':Di'~rrlt¡u.lô""I::'I·.·"I.IIIII,...· 1'¡,II:'I;':~:ii' 1',ill,I::I' , ,I:, :.' i',.' ,1 I. ,"I' ." , Dlame~er "~I ,;:.. 'I '"I"t"¡."I·"',;' "'i; ,I,,',', :'.111i"; ,VV_lght%; ;,'.'i ,:~ 1,:, rus ,pJ¡~$~l' , Y 'I ), : . '. Mil; :., ' ,I : '1',riJml,~,:::I"¡,,: ,1!1':r~I~'l:¡':'I: ',III:',n~cMI';I'I,,:'II'irc6..&~1" 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 .................... ········2·Ö········..·Ö·.ö"3"3·r·..···..ö:ä4ÖÖ······..··Ö:25·····-···..Õ.ÖÖ··..·····..··Ö.·ÖÖ····· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ........................... ¡Ö........... Ö·:Ö·16S......... Ö :42'ÖÖ·.........1: 25·...· -..... ö:ss........... ..Ö."SS..... Medium 45 0.0138 0.3500 1.50 3.17 3.72 Sand 50 0.0118 0.3000 1.75 8.14 11.86 60 0.0098 0.2500 2.00 13.54 25.40 ·······..·········..····..··fö····· ·..····Ö·.ööä"3··..·····ö:2'1"öÖ..········2:2S·..··-·····ä:ö¡············33.'44···· Fine 80 0.0070 0.1770 2.50 15.77 49.21 Sand 100 0.0059 0.1490 2.75 11.87 61.08 120 0.0049 0.1250 3.00 6.60 67.68 .......................... ·1·¡Ö·········· ö·:ÖÖ¡·1···..···· Ö :1"ÖSÖ·....··· ..3:25··..·-..·.. 2:9·1....······· ·fÖ.·S9···· V. Fine 170 0.0035 0.0880 3.50 1.63 72.22 Sand 200 0.0029 0.0740 3.75 1.59 73.81 230 0.0025 0.0625 4.00 1.55 75.36 270 0.0021 0.0530 4.25 1.34 76.70 325 0.0017 0.0440 4.50 0.58 77.28 Silt 400 0.0015 0.0370 4.75 1.02 78.30 450 0.0012 0.0310 5.00 0.96 79.26 500 0.0010 0.0250 5.25 1.55 80.81 635 0.0008 0.0200 5.50 1.00 81.81 0.0006 0.0156 6.00 1.75 83.56 0.0003 0.0078 7.00 4.51 88.07 0.0002 0.0039 8.00 3.63 91.70 0.0001 0.0020 9.00 3.09 94.79 0.0000 0.0010 10.00 2.66 97.45 Clay 0.0000 0.0005 11.00 1.56 99.01 0.0000 0.0002 12.00 0.72 99.73 0.0000 0.0001 13.00 0.24 99.97 0.0000 0.0001 14.00 0.03 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 ';,!;;'I:I,':",;I'; ".,1;'11:1'1.:. . \,:.;:.I.s~r;:.,:.I/¡Ig,$ta.· tl$~lcsi(fQlk\;I"I;' '" 1',1 1...":.'.'.:.11 \. " 1.:',1'" I _I ,I:, ,I ' ,I' ,',;'1" ,I· ,'"I,', ',' " ,"1'1 I:" II,";" "1',1'" I' I, I, ,~',' .' "I" I I",,' I, r I "', I "', I' ,I I !: I ,J:I ",' ;,',: '1'1".''1":,,''1'1 ;':: ',: I,I':,,:! "I "1,1,, 11'1. 1"/111;.I(! :1\ i",·1 ".' /;~,' 'I :;1 ,I ,~ "',,... ,"';¡:II' !':',I""II":I"., ' ' "'I'I',,:.' I,' 1':,1' ,:IPåråmête~l:i ',I' ~:"..::rtå~tc!~:"::i;l"rrlån""I:' ,: I;', Folk: ,"" M.iiUafî::'i:'!!,:;'~;I'¡:Ij!':I.¡::¡::"i i,:I:I'i:I"I:(ii:I.'¡llii'il,I:'¡I':I,':,!.'~IHEi'$an~~Îlzþ;¡':'li','::.':~I:'::I:!.i¡.¡,:' """ (In) 0.0075 0.0075 0.0075 (mm) 0.1894 0.1894 0.1894 M'å.Oi: :.:..'/1,"'.'11.", '.11.:'" "¡,'I'I,,' '1'¡I;i':'!'!:",'Vøij';flttl!i.ândslzìd;i", ¡ '.',·..i:' , (In) 0.00630 0.00247 0.00357 (mm) 0.1600 0.0626 0.0906 $ørtl'ng, I \ , ',:i I·.'··" 1.941 SkeWl1é.S Kurtosis , ",~.·Poor¡l, 0.220 2.229 'I .. Strø\"lglyfiné skew~d 0.688 1.314 0.748 Ve~leptokurtic 0.302 0.721 1.608 Component Percentages Gravel Sand 1 Slit 1 Clay 0.00 75.36 16.34 8.30 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 24.64 Particle Diameter [In.] [mm] [phi] 0.01378 0.01232 0.01119 0.00996 0.00841 0.00746 0.00264 0.00054 0.00020 0.00008 0.35012 0.31303 0.28424 0.25287 0.21358 0.18943 0.06714 0.01381 0.00518 0.00192 1.51 1.68 1.81 1.98 2.23 2.40 3.90 6.18 7.59 9.02 ) A rareLBI:Ï BP Alaska M PS 161 Milne Point Field ) C.L. File #: 57111·103075 Sample ID : 5496.0 Sieve and Laser Particle Size Analysis 100 30.0 80 24.0 ~ 0 ::ë 60 18.0 ~ C) ~ ~ c .~ ( ) ::s ßj tT :; 40 12.0 .t E ::s (.) 20 6.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) i '. "'.·'P~r1ICle'S~~' ~,I$tr ~~tlònY::'" ".'., ',,' ""i'I'.',."":":,':";' '/':,1:;' ,::, ,,!;), .'",11,)11, ,8. ~,'¡:.',".' I. ',,·,,','.t,'.'. ",I:, ",I,', ;,:"'1,'.,,'..,.",."1,.;:,,',,"";,':.', ,".;.' 1.."":,,,";W~,at1.::o/ci:i':,I::";'·', ,', :1', ,:i;:rÛS'M~~h1 ""'·'rlo:1 ;"1,, 'Jllnml::"""t:cb'I~' . ,; "~"~I: r ~cil~l,:"'lreÜ,";1':"', 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ,.......................... ·2·Ö··········· Ö·:Ö'3'3·1....·..· ·Ö~ä4ÖÖ····"···· Ö :2!f.... -..... Ö·. Ö·Ö....······· "Ö~ÖÖ····· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ....... ············....·····4Ö·········..Ö~Ö·16Š······..·Ö~42ÖÖ··.... ····1:25..···_·····Ö~Ö·1········..···Ö~ö1"..··· Medium 45 0.0138 0.3500 1.50 0.79 0.80 Sand 50 0.0118 0.3000 1.75 3.94 4.74 60 0.0098 0.2500 2.00 9.80 14.54 ........................... ·7Ö·....······ ö·.ö·öä'3··..··· "Ö~21" ÖÖ..··...... 2 :25····· -.... ·7~'26"""·"· "21·~äö·"· Fine 80 0.0070 0.1770 2.50 17.20 39.00 Sand 100 0.0059 0.1490 2.75 15.91 54.91 120 0.0049 0.1250 3.00 10.18 65.09 ......................... "14Ö' on..... ..ö·.öö:ïT·....... Ö ~1·ÖŠÖ·""''' "3:25" ...-.. ...:ï:'2ä........... ·69."37·... V. Fine 170 0.0035 0.0880 3.50 1.41 70.78 Sand 200 0.0029 0.0740 3.75 1.16 71.94 230 0.0025 0.0625 4.00 1.43 73.37 270 0.0021 0.0530 4.25 1.36 74.73 325 0.0017 0.0440 4.50 0.61 75.34 Silt 400 0.0015 0.0370 4.75 1.02 76.36 450 0.0012 0.0310 5.00 0.94 77.30 500 0.0010 0.0250 5.25 1.57 78.87 635 0.0008 0.0200 5.50 1.05 79.92 0.0006 0.0156 6.00 1.83 81.75 0.0003 0.0078 7.00 4.78 86.53 0.0002 0.0039 8.00 3.98 90.51 0.0001 0.0020 9.00 3.53 94.04 0.0000 0.0010 10.00 3.10 97.14 Clay 0.0000 0.0005 11.00 1.79 98.93 0.0000 0.0002 12.00 0.79 99.72 0.0000 0.0001 13.00 0.25 99.97 0.0000 0.0001 14.00 0.03 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0 0.0001 0.0002 ',': I: :..'.' il",:,SQtt n~ Ståtlstics'(Fdlkl: ,,' , ',' i'. , ":,'",,' " , " '1'" I ., , , ,'1.·",··.,1.', ;",',,,,, ,I,' '.. " :.,';',':¡'.;'::"""',::,":",,, ,'lll':'II, 'I:··.."I:,'.'¡,::,""."I,"·,',.""':I".'""1'::',,.,' ,"",., :,.IÞåråmetêti',I'<::: :'::1'~$": :,::',,":,Io",åo.:: ii,',,',:: ':"~QI (';':,:, :~,di:â'l1'!::'::';,:;'I:!:::,'!,:,!il:;!;:::::,!:':' ;,i:,'1 I I i,I:,¡:!:, tr~:!::·¡'!::::,:,:¡I¡r::"::/¡:'I:~ :,:!,:!,:::),r:I'R:.<8:¡ñèr::'~I~":i¡::::::!,¡¡,:;:{;::,:¡:!"','¡1:':::~:1!·: ,':' (In) 0.0067 0.0067 0.0067 (mm) 0.1696 0.1696 0.1696 ~êån.i.::".":·...··....·i.':.:' .. ,.... :,., ,'II i,.'::',! ',¡i,::,YI!Îi:ý;fÎnø'$ån'd.·slzØi:l'::, I',"'i";:',:"" (In) 0.00538 0.00200 0.00299 (mm) 0.1367 0.0509 0.0760 So~tlriÖ;:1 ,. .'.' 1 ' LY~,P¡)Or',: . :i, 2.077 0.206 2.278 Skewness, St~ongly. floe. skewed 0.630 1.285 0.771 Kurtosla Lepokurtic 0.646 1.458 0.320 Component Percentages Gravel Sand 1 Slit· Clay 0.00 73.37 17.14 9.49 Slit + Clay 26.63 Percentile Particle Diameter [Weight, %] [In.] [mm] [phi] 5 0.01182 0.30013 1.74 10 0.01065 0.27056 1.89 16 0.00973 0.24716 2.02 25 0.00874 0.22204 2.17 40 0.00746 0.18946 2.40 50 0.00668 0.16958 2.56 75 0.00203 0.05145 4.28 84 0.00041 0.01047 6.58 90 0.00016 0.00415 7.91 95 0.00006 0.00165 9.24 ) .6 CÞreLab BP Alaska M PS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5507.1 Sieve and Laser Particle Size Analysis 100 35.0 80 28.0 -;¡¿ :ë 60 21.0 -;¡¿ C) ëi> ~ 3: c .~ ( ) :J 1ã C" :; 40 14.0 .t E :J CJ 20 7.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) 1'" ",',i,: ',,, Þ~ttlcle Size Dlstrlbüfloh, I,' ,', ; ,I'i' ,'I,; i',':" ,i', ;:,; , ,,' ," " '.'" ',·¡','."·I·.'. 'I,·.~U" .S'.':M" I~~·'h·· 1',·.,' .'·,'1·','·"","" liD, 1~~lne.l~' Ir, , ' , ~rnIM1! ',' , '",,"It~, ·~I" , ·I:',I"i·'I,I"i;I'''''',~'~I1..t.;·I~¡ ·¡''':·',.','Ii I ~~ I I .n CDI ','I, i;,:nncMill¡I,'"":,,I'Cum~l', 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ···········..··············"2Ö·····..···· Ö·:Ö"3"3·1···..··· ·Ö.'ií4ÖÖ·..·····.. ö: 215····· -..... ö:öö·......·.... ·ö:öö·.... Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ................. ···········¡ö··· ········Ö·:Ö·165··..··...Ö:¡2ÖÖ·······..·1·:215···..-···..ö:öÖ··..··..·····Ö:ÖÖ··..· Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.86 0.86 .................. ..... ···..7Ö·..·· ···..·ö·.ööä"3·········Ö:21"ÖÖ·..·······2:215·····-..···2:Ö6..···..····..2:92..... Fine 80 0.0070 0.1770 2.50 9.41 12.33 Sand 100 0.0059 0.1490 2.75 14.99 27.32 120 0.0049 0.1250 3.00 15.11 42.43 ...... ···········..·····..·14·Ö···· ······ö·.ö·ö::iT········Ö:1·ÖŠÖ··········:3:215··..·_....·1Ö·.27··....·····Š2:7Ö.... V. Fine 170 0.0035 0.0880 3.50 4.77 57.47 Sand 200 0.0029 0.0740 3.75 1.91 59.38 230 0.0025 0.0625 4.00 1.46 60.84 270 0.0021 0.0530 4.25 1.67 62.51 325 0.0017 0.0440 4.50 0.86 63.37 Silt 400 0.0015 0.0370 4.75 1.59 64.96 450 0.0012 0.0310 5.00 1.49 66.45 500 0.0010 0.0250 5.25 2.46 68.91 635 0.0008 0.0200 5.50 1.69 70.60 0.0006 0.0156 6.00 3.06 73.66 0.0003 0.0078 7.00 7.76 81.42 0.0002 0.0039 8.00 6.03 87.45 0.0001 0.0020 9.00 4.84 92.29 0.0000 0.0010 10.00 3.89 96.18 Clay 0.0000 0.0005 11.00 2.27 98.45 0.0000 0.0002 12.00 1.11 99.56 0.0000 0.0001 13.00 0.39 99.95 0.0000 0.0001 14.00 0.05 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 li::I,',,·'i,.i,.i>,:.i:'il,':I':.'i:'IIII:S~dlñ~¡$tåtls~cs~fQJk:),;:i':"I,.::",li:"':'II'I,,",iil.i , :',:' ,,':! :::\,: ,,\ ': I,' ¡ ',ii'~ 1,'1: I !:~I': ~I~i il,"I,I," "",\; ."'; I 'i,;: ':,,,: I:,!;;,,;"" "\1,:,, "I, ,'." I ii ,: '.' ,: I'.:,,~a jlanetetl,"',' ,.b,'""Tl'ãskl",,,,· 1 ",blman ",,, :;," ,~olk,'" ,.. Medl'ànl" ': ,ii" iii" ";"II,:.,,,'<;',V~rylfiije ¡sånc:,f'si!Èed:" ' I¡"I,' (In) 0.0046 0.0046 0.0046 (mm) 0.1174 0.1174 0.1174 NI-h:,t, ,. .,': '¡'¡,I""!!,:::II',., il";i:;I:I,',i::, :,:SIIt!ls,IJ,d"I",III', ':',\" , (In) 0.00349 0.00125 0.00194 (mm) 0.0885 0.0318 0.0492 $011:1 no , ,'.' ,,' ','" ,,' ,'l,:.'·, I,,"~,,:,:: ," ' 3.547 Skewne.. Kurtosis ,v. Poor , ,<:, ' , 0.174 2.388 I' S~rol')glY,finëskewed 0.394 1.120 0.753 0.385 Platykui1ic 0.476 0.835 Component Percentages Gravel Sand I Slit' I Clay 0.00 60.84 26.61 12.55 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 39.16 Particle Diameter [In.] [mm] [phI] 0.00860 0.00783 0.00720 0.00646 0.00541 0.00462 0.00051 0.00022 0.00011 0.00005 0.21849 0.19890 0.18281 0.16403 0.13731 0.11736 0.01304 0.00555 0.00280 0.00126 2.19 2.33 2.45 2.61 2.86 3.09 6.26 7.49 8.48 9.64 ) . CareLab BP Alaska MPS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5515.1 Sieve and Laser Particle Size Analysis 100 30.0 80 24.0 ~ 0 :ë 60 18.0 ~ 0) ~ >; CJ C .~ CI) ::::J 'S 0- 'S 40 12.0 .t E ::::J 0 20 6.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) :11: :)artl#I'~ 'SIZ61.DI8Irlbotlonll""I',i':.,'1 ',;~" :,. ," .'1"::111':,'11' '.... :111,:; 1',11 ".1 Ø,lål11~ter', 1'1. ',,( " ,:'; ,'I;:" ,.",.:,I¡,""·:'.I,':" ".':","' ., i. ,.",11 : ,'Witlgh, f'¥l\,i \1,." 1'11"1 rÚS,"Meshl ", : 'i':':}",: !'Inh~t' 'I) :::',,1 I' ,:'rmrnt:;:,'II,; I': I ;,'; :;"IJ:'Cb:~'il;,i,: '::i ~,l ~ ,I,; ;1'tl,oçl;.]',I,:,': "';'I':!,I,II :';rcfl'hî,~l ,,'1'1 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 VCrse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ........................... ·2·Ö··········· ö·.Ö'j'j·1···....··ö :ä¡öö..···..... ö :25.... .-.... ·ö·. öö..···....·· "ö: öö····· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ........................... ·4Ö·····..···· ·ö~ Ö·16S·....··· ·Ö:¡2ÖÖ···..···..1 :25··..· -..... ö~öö·"'''······ ·Ö."ÖÖ··..· Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 1.26 1.26 .......................... ..7Ö....·..·... ö·.ö·öå'j........· ö :2'1" öö..·..... ..2:25..... -... ..::r:rr............ 3'.·37..... Fine 80 0.0070 0.1770 2.50 8.65 12.02 Sand 100 0.0059 0.1490 2.75 13.17 25.19 120 0.0049 0.1250 3.00 13.64 38.83 .......................... ·1"4·Ö·····..··· Ö·. ÖÖ'4·1·..····· ·ö: 1"ösö···..··· ..3:25·.... -·····1 ö~ 27....···..· ·49."1·Ö·..· V. Fine 170 0.0035 0.0880 3.50 5.81 54.91 Sand 200 0.0029 0.0740 3.75 2.90 57.81 230 0.0025 0.0625 4.00 1.89 59.70 270 0.0021 0.0530 4.25 1.74 61.44 325 0.0017 0.0440 4.50 0.88 62.32 Silt 400 0.0015 0.0370 4.75 1.71 64.03 450 0.0012 0.0310 5.00 1.65 65.68 500 0.0010 0.0250 5.25 2.63 68.31 635 0.0008 0.0200 5.50 1.73 70.04 0.0006 0.0156 6.00 3.28 73.32 0.0003 0.0078 7.00 8.22 81.54 0.0002 0.0039 8.00 6.15 87.69 0.0001 0.0020 9.00 4.79 92.48 0.0000 0.0010 10.00 3.75 96.23 Clay 0.0000 0.0005 11.00 2.21 98.44 0.0000 0.0002 12.00 1.11 99.55 0.0000 0.0001 13.00 0.40 99.95 0.0000 0.0001 14.00 0.05 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0 0.0001 0.0002 "'.··...',,'11;,': 1:I',;SdrtingStåtlltl~~Fbll().,·.· ~, '.,' " . ·.·.1';,'" "~,I "'11,1 . '1,". ':"",1' ':' "."1, II~"I""'" ",.'" 'Iil,' ¡':""': ' '..' I"',, ,':" "I' ",' .... '.:: ,,' I" ; 1,:.111,',1, I'I:I~:,III":) ii :",11 1;'!:1~'1; 1,::' 1'1,1:1:',:,' "IIII.'~: ~ 11:..I,:t,:,',I'1 'II~I ,",:" 1111: I,,: ,1',1,,11:1(,".', !II,,:I;, ~'.' ,\ "".' ,I, I,l, ":':II~;I: I" '1."ll:':a(amè~et,'", , ,','I' ,11(ask,I,,',:., i,I,.lnm'an",,, ,I,. ,.IRblkl' , \/Iädl'~h::,'," ',I,'~I.'I .', I. ,','I,' ::I·'\f~íY'flnØ'.aDd'sjz~Ci" 1 (In) 0.0043 0.0043 0.0043 (mm) 0.1083 0.1083 0.1083 M'ih11.,", II! ',1,:,1" " :.', '" '",," '11., '!Si t;s ~~d,I!;:,:,:"!'1 ,ii"i (In) 0.00340 0.00126 0.00189 (mm) 0.0864 0.0320 0.0480 $QrtlO'g "1,': ,I'" ":":"."'i, 3.537 ,y,IPOQ/,! 0.177 2.375 Skëwri.-ss ,.. '1. Strongly fine skewed 0.418 1.076 0.714 Kurtosis Platykurtlc 0.487 0.835 0.376 Component Percentages Gravel Sand I Slit' I Clay 0.00 59.70 27.99 12.31 Silt + Clay 40.30 Percentile Particle Diameter [Weight, %] [in.] [mm] [phi] 5 0.00868 0.22054 2.18 10 0.00782 0.19869 2.33 16 0.00712 0.18079 2.47 25 0.00630 0.15998 2.64 40 0.00514 0.13063 2.94 50 0.00426 0.10831 3.21 75 0.00050 0.01279 6.29 84 0.00022 0.00566 7.46 90 0.00011 0.00288 8.44 95 0.00005 0.00128 9.61 ) . ~LIIb BP Alaska M PS 161 Milne Point Field ) C.L. File # : 57111-103075 Sample ID : 5532.0 Sieve and Laser Particle Size Analysis 100 20.0 80 16.0 "#. .; .c 60 12.0 "#. œ ~ ~ c .~ Q) ::s 7á C" "5 40 8.0 e E La. ::s 0 20 4.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) i'i " .. '\'1" ....':' 'i ',i' '1,:':,'PåH:Iè:le' $ %.,I'IÐljfrl~ j~I¡)Ì'i l(',I"";I':"il,'i>',I':!,II:\!i::1,' II'il:I:: ,'ii' ,. , I:·' ,11,'i '11,·:'.i'. ii'" . :bl.a.~~te'~ ,':i"'i'I"I)I.::'I:I:i"I,'I"I':I:I""I:I"'I,,I':II,"il :::1": 'i".':'.'.:W$IØ.h. t:,~~,:.:II:"il,!.:: , . ......., 'tt:.iS,iM'~shl""" ',i¡"'m.~1:',::"'I"rffiffi11,'¡:r;I::,i:::lr::.'i1':¡I:'1,:,',',,:r ~CI;]'¡::i: 'I:II'I!::tdum~l;::I: 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 VCrse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ...............·...........2·Ö..........·Ö~·Ó·33T........ö~ä4ÖÖ..........Ö:25....._·...·Ö~2'4·......·.....Ö:2'4·.... Coarse 25 0.0280 0.7100 0.50 0.20 0.44 Sand 30 0.0232 0.5900 0.75 0.30 0.74 35 0.0197 0.5000 1.00 0.06 0.80 ........................... ·¡Ö.....·.. ...Ö·.Ö·16S...... "'Ö~¡2'ÖÖ ..... .....1· :25..... - .....Ö~22............. rö2'..... Medium 45 0.0138 0.3500 1.50 0.58 1.60 Sand 50 0.0118 0.3000 1.75 1.41 3.01 60 0.0098 0.2500 2.00 3.04 6.05 ...................,.,...,. ·7"ö"·..·'···· Ö·:ÓÖä·3···'·'·'·Ö :2'1·ÖÖ..·'....·· 2:25....· -·'·'·2'.29·"·'···..·· ·ä:34'·..·' Fine 80 0.0070 0.1770 2.50 6.11 14.45 Sand 100 0.0059 0.1490 2.75 7.51 21.96 120 0.0049 0.1250 3.00 7.87 29.83 ..,..........,......,.,... '1·;,,·Ò··'··..··.. Ö·.ÖÖ'4·1·'··'·'· 'Ö: 1·ÖŠÖ·'·..,·..':3 :25·..'·-··· ·"7:26···..'..,,· ·37":Ö9··'· V. Fine 170 0.0035 0.0880 3.50 6.20 43.29 Sand 200 0.0029 0.0740 3.75 5.03 48.32 230 0.0025 0.0625 4.00 3.81 52.13 270 0.0021 0.0530 4.25 2.75 54.88 325 0.0017 0.0440 4.50 1.09 55.97 Silt 400 0.0015 0.0370 4.75 1.86 57.83 450 0.0012 0.0310 5.00 1.72 59.55 500 0.0010 0.0250 5.25 2.88 62.43 635 0.0008 0.0200 5.50 1.90 64.33 0.0006 0.0156 6.00 3.57 67.90 0.0003 0.0078 7.00 9.92 77.82 0.0002 0.0039 8.00 7.65 85.47 0.0001 0.0020 9.00 5.75 91.22 0.0000 0.0010 10.00 4.29 95.51 Clay 0.0000 0.0005 11.00 2.54 98.05 0.0000 0.0002 12.00 1.36 99.41 0.0000 0.0001 13.00 0.52 99.93 0.0000 0.0001 14.00 0.07 100.00 . Distribution precludes calculation of these statistical parameters 0.0002 0.0 0.0001 II':'I'I',I:.':.:,¡ 1I'::'$otltl,ri9'statlstIC$' (f!C>I~).!'I:I':"".I::,,'" .·'1,',· , I,;,,; I ~'~:I.::I:,I, I:: i'::,';:'::,I', :~;:':'' II':!:I'.,~,li'.: "::III~:'i¡:"I':: :'I! :':'~"i';:: I,': :":"1: 1'1 ': ¡' '.;'1",1:1,:: :':111',1.,::::',:::': ,1,111 "':: 1:;1,:,1,::,:1:11":1>',: I ;:, ';'!,:: 1,,'1'.1~;,':,1 I .·',1' ..\ l'i"Pä'tåM~têtl· :i',:':i ·~:""hisk',:.::¡··..'" 'i l~må!~.I:'..I,':'¡,':.. '.:,i,11 ÞÖIk::¡i,":I,:,· MecU:án!, ',i,,,II,.i': .., (In) (mm) 'i:I:, .', "··IVerY:fln~.and:¡¡ iedl'::': 1.::1:'".· 0.0028 0.0028 0.0028 0.0715 0.0715 0.0715 (In) 0.00311 0.00112 0.00152 (mm) 0.0789 0.0283 0.0386 $ortlng,·!', .. Ii' Ii':" 1,1' Skewness KurtOsis 4.096 v; 'POor· 0.154 2.553 I: ' . ,Strongly fine skeWed 0.508 0.768 0.509 Platykurtic 0.325 0.469 0.800 Component Percentages Gravel Sand I Slit I Clay 0.00 52.13 33.34 14.53 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Silt + Clay 47.87 Particle Diameter [In.] [mm] [phi] 0.01046 0.00858 0.00726 0.00586 0.00402 0.00282 0.00035 0.00017 0.00009 0.00004 0.26579 0.21794 0.18434 0.14891 0.10219 0.07153 0.00888 0.00436 0.00237 0.00109 1.91 2.20 2.44 2.75 3.29 3.81 6.82 7.84 8.72 9.85 ) ) A CDrelllb BP Alaska MPS 161 Milne Point Field C.L. File #: 57111·103075 Sample ID : 5543.0 Sieve and Laser Particle Size Analysis 100 20.0 80 16.0 ~ 0 ::ë 60 12.0 '#. C) ~ ~ c .~ CI) :s «i c:T :¡ 40 8.0 e E LL :s (.) 20 4.0 o 4.0000 0.0 0.0001 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) 0.0010 0.0002 ,·"1 " ':. Pa~lcleSlzel,Ð~strlb'l!JtIDO:il".::"'·.,,~,;'I' :.".',,:'I,:..:.:',!,'.·,': .¡,:.,:,II,;'I','.'."I 1',',,'1·,1'...· '... ,'. .;.:, " ',!?Ianj.,t,t ,. ,,1:1'1'.·' ":", i, ~,II:'I'I',; '. 1."I"i"'I,il"",':,¡I'I""~.,"...'i',IIWel~ht''fo'',''''',I''', rUS'Me$hll,' '" :·'·1, ,i,' nnit'l ',~.; ',rfuffil!,II"i'l:ii.,!r,., 1i:,1' ;,,',II'rI'~Ö'm'.";i',II:'CtirW.¡il 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ......................... ...2·Ö........· ...Ö·:Ö·33T...· ...·Ö ~ä¡öö"""" ..Ö:25..... - .....Ö: ÖÖ.......· .....Ö~ÖÖ..... Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 .......... ............. ·····4·Ö···········Ö·.Ö·165·······..Ö~¡2ÖÖ··········1·:25··...-..···Ö:ÖÖ·......······Ö:ÖÖ····· Medium 45 0.0138 0.3500 1.50 0.08 0.08 Sand 50 0.0118 0.3000 1.75 0.79 0.87 60 0.0098 0.2500 2.00 2.56 3.43 ........................... ·7Ö····..····· ö·.õöå"3..·····..Ö ~21·ÖÖ··""·"· 2: 25····· -..···2:2·1.. ......... ..;f64····· Fine 80 0.0070 0.1770 2.50 6.35 11.99 Sand 100 0.0059 0.1490 2.75 8.21 20.20 120 0.0049 0.1250 3.00 8.63 28.83 ........... .......... ······14Ö···· ······Ö:ÖÖ¡·1..··....·Ö:rÖ5Ö··..··..··:3:25·....-·····¡:5¡..··· ····..·3K¡ö···· V. Fine 170 0.0035 0.0880 3.50 5.80 42.20 Sand 200 0.0029 0.0740 3.75 4.23 46.43 230 0.0025 0.0625 4.00 3.14 49.57 270 0.0021 0.0530 4.25 2.49 52.06 325 0.0017 0.0440 4.50 1.11 53.17 Silt 400 0.0015 0.0370 4.75 2.10 55.27 450 0.0012 0.0310 5.00 2.03 57.30 500 0.0010 0.0250 5.25 3.21 60.51 635 0.0008 0.0200 5.50 2.11 62.62 0.0006 0.0156 6.00 4.05 66.67 0.0003 0.0078 7.00 10.45 77.12 0.0002 0.0039 8.00 7.94 85.06 0.0001 0.0020 9.00 5.93 90.99 0.0000 0.0010 10.00 4.37 95.36 Clay 0.0000 0.0005 11.00 2.62 97.98 0.0000 0.0002 12.00 1.41 99.39 0.0000 0.0001 13.00 0.54 99.93 0.0000 0.0001 14.00 0.07 100.00 I,,' II 11."';I:IIII"':"',aörtl"9'I$tiltl~tlcs (Folk), I:' i"i , ,I 'I' " " I ¡""II" '." ,I"" I',' I'" 'I' "', ;,1," I I I", 'I, 1,1 ..11""'1" , ' I:' ., ",' ' ',I.' ' " ~" ,", . "II' I', " II' '1' . , .,; I"· I I',':" I.' ',i,'II"iIRåt.~~t~~,:',:'11 :;,I.~'::rra~¡¡i",I",;" ·I'rbri~~,;· i.:':!' ,: :1';"F\:)lk,'~,:',,' """Cllao,·I'·.I.! : :,. i : ~. 1,1: : ~ ," I: II II; 1,1,1 ,511t IiIlted 1::I;,',!'i:, 1¡l1'1 ",'" (In) 0.0025 0.0025 0.0025 (mm) 0.0624 0.0624 0.0624 Me",'i :';I':'I;;':¡: ;!':':,I'I:I,'¡i:I"I';'::1 "':'1' 0.00301 0.0764 , "SII~!slz8d 0.00106 0.0270 (In) (mm) 0.00141 0.0357 Sortjng V.Poor 0.155 4.148 2.529 Skewness Strongly fl"eskewed 0.558 0.738 0.478 I Kul"tosls Platykllrtlc 0.452 0.780 0.341 Component Percentages Gravel Sand I Slit' I Clay 0.00 49.57 35.49 14.94 Slit + Clay 50.43 Percentile [Weight, %] Pal"tlcle Diameter [In.] [mm] [phi] 5 10 16 25 40 50 75 84 90 95 0.00929 0.00795 0.00687 0.00569 0.00392 0.00245 0.00033 0.00017 0.00009 0.00004 0.23601 0.20187 0.17456 0.14440 0.09963 0.06235 0.00839 0.00419 0.00229 0.00105 2.08 2.31 2.52 2.79 3.33 4.00 6.90 7.90 8.77 9.90 . Distribution precludes calculation of these statistical parameters ) .6 Cøe LBI:i BP Alaska MPS 161 Milne Point Field ") C.L. File #: 57111-103075 Sample ID : 5545.8 Sieve and Laser Particle Size Analysis 100 20.0 80 16.0 'ffl. :ë 60 12.0 'ffl. C) ~ ~ CJ C .~ CD :J ñi C" :; 40 8.0 e E LL :J (J 20 4.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) . ..1.;' ,"~ I ~.' . '. .. ..: ' . .... .. :""'På&i~lie'Si~'I)IS~~I )~tlon,!; 1'1" (.:: " '1.'..'IIII'·'::i.,;II.:·I,·I;' :1,"1:'1'" ¡,.' ',:."'! :1:1:1, ' ; ,.'.,.,...'. ".Dlam.te. , " ,.;1,. :1' "'.:1.. I",d ".,' ,.1':, !, ::....";::1.,.:.,,., ",1,.1',:1,' .,<:,:,,,1,.:1.:'1,,1'... :.::.." ';'1. .',:'Wè..·, I. b. ~, . ~. ;0/0"':,::1'1"'.:',". ','I' i" FOS'M~SJil'i··' . ,.., nnll'··': i'r'Mij,li:,:,:¡:,I:!'::t:I¡¡¡;11;,'I"I:i'i'rln~I:1::'!I'. 11 "rciliJil;1,',¡: 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ......................... ...2·Ö...·...·... ·ó·.ö"3"3T ........Ö:ä4öö .......... ö :25..... -.. ...ö: ·12·............ö: 1·2'·...· Coarse 25 0.0280 0.7100 0.50 0.17 0.29 Sand 30 0.0232 0.5900 0.75 0.61 0.90 35 0.0197 0.5000 1.00 1.19 2.09 .............. ......... ·..··¡Ö..··········ó·.ö·16Š·······..Ö:¡2'ÖÖ....······1·:25....·_·....2:2Ö········ ···..¡:2'9····· Medium 45 0.0138 0.3500 1.50 3.40 7.69 Sand 50 0.0118 0.3000 1.75 4.82 12.51 60 0.0098 0.2500 2.00 6.46 18.97 ....························.:¡Ö·· ····....·ö·.ööä"3..·····..Ö:2'1"öÖ··..······2:25·····-·····"3·.7"9·····..·····2'2':.:¡if··· Fine 80 0.0070 0.1770 2.50 8.17 30.93 Sand 100 0.0059 0.1490 2.75 7.96 38.89 120 0.0049 0.1250 3.00 6.69 45.58 ............ ............. ..1·¡Ö·... ...... ö·.öö4T ........Ö:1·ÖŠÖ..·....... 3:2tr.... -.....:r "9ä..·..·.... ..ŠÖ:ŠS.... V. Fine 170 0.0035 0.0880 3.50 3.53 54.09 Sand 200 0.0029 0.0740 3.75 2.67 56.76 230 0.0025 0.0625 4.00 2.18 58.94 270 0.0021 0.0530 4.25 1.88 60.82 325 0.0017 0.0440 4.50 0.88 61.70 Silt 400 0.0015 0.0370 4.75 1.66 63.36 450 0.0012 0.0310 5.00 1.63 64.99 500 0.0010 0.0250 5.25 2.63 67.62 635 0.0008 0.0200 5.50 1.77 69.39 0.0006 0.0156 6.00 3.39 72.78 0.0003 0.0078 7.00 8.69 81.47 0.0002 0.0039 8.00 6.54 88.01 0.0001 0.0020 9.00 4.82 92.83 0.0000 0.0010 10.00 3.50 96.33 Clay 0.0000 0.0005 11.00 2.06 98.39 0.0000 0.0002 12.00 1.12 99.51 0.0000 0.0001 13.00 0.43 99.94 0.0000 0.0001 14.00 0.06 100.00 . Distribution precludes calculation of these statistical parameters 0.0002 0.0 0.0001 ':!'.'i 1,','I',·,~I,:II"I··,".~,'Sor:;;l·rIª'~tåtlstlcs; ~Fbl~)·· I' 1\1 :::, i'.I;:!:: I,;",", ','11'1'11',1'1" 1 'I",'ti I" '"III"I~ 1'1,1 ':'111' 1'1""": il' , :~IIIII"I"IIII'IIII ",1,1 .1, 11'1:,'1, : 11",:'1:' I"," h I I' 'I'''' I,ll ; 'lill,I" 'II "1'1' ,I"'" II :1, '1'.1 11·.·.:.:!','I:þ~t~riiijt.~,I.": I:,:.,':": ;:::I.·:',~~~i¡li::::::·'·.'!i':¡~~M~'; .,I.:::·:I:"::~~jk·.,I,',¡·:, Mëc:tlåri~.I,' " . il'.".",:·I',I,'I,,1 .,,11: I,' ~iryfh'ttl~åh<l.I~ized':i"::' (In) 0.0045 0.0045 0.0045 (mm) 0.1135 0.1135 0.1135 'Mean (In) (mm) Sill sized 000-15-1 0.00155 000221 0.1154 0.0395 0.0561 S.ortlng ".;. ,.;'" :,I>;'f:i'IFtòôt,' I" ',I 4.220 0.145 2.649 Skewness. Ku no. I. ·1 . Strongly fine skewed 0.457 0.813 0.547 0.316 Platykurtic 0.486 0.817 Component Percentages Gravel Sand I .SlIt I Clay 0.00 58.94 29.07 11.99 Percentile [Weight, 'Yo] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 41.06 Particle Diameter [In.] [mm] [phi] 0.01641 0.01297 0.01072 0.00860 0.00611 0.00447 0.00048 0.00023 0.00012 0.00005 0.41687 0.32948 0.27232 0.21856 0.15522 0.11346 0.01227 0.00572 0.00302 0.00134 1.26 1.60 1.88 2.19 2.69 3.14 6.35 7.45 8.37 9.55 ) . Car"e Lab BP Alaska M PS 161 Milne Point ) C.L. File #: 57111-103075 Sample ID : 5563.0 Sieve and Laser Particle Size Analysis 100 20.0 80 16.0 ~ 0 ::ë 60 12.0 *' œ ~ ~ c ~ CI) ::J .. 0- ca ! = 40 8.0 E LL ::J 0 20 4.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) ":' ,'I ,~",... "1:11' I.., ,... .·,>:;P~tticle~l~i~Qi$t !lbùtl~tI~,;I~' ,1"",,"; II:";:'I:~'::!' "~':~II'i"I'rI';" ':,.1',", J.II :. ',i"I/~.I' i"'1 ',I':, .1, " I' 1.l)lame~e. 11'.,.1·.',;', ",~.",,"I:I'I"':'~..''''.I'' 'I,,;,I~'I' "',I, ',' :"'.' 'I.":' 11"'1.:"'11:' "liWè.IQb. .t. 0/0.";1:""'1;"'1"'1',','.' " ",' r~SMèshll,' 'I, 1,·"i'!rlr\:",i,'i'l: "~'rMr1ij¡':il i',,1 ',,: :i111"'·T,:':l· '¡. ,'I,:' '1,.,I,':nnçd',,: ,.::I'I;JeWn~l'¡ 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ......................... ...2·Ö........... Ö·.Ö'3·3·1........·Ö :ä4ÖÖ'" ......·ö:25..... -... ..Ö:4'3·.......... ..Ö:43·...· Coarse 25 0.0280 0.7100 0.50 0.69 1.12 Sand 30 0.0232 0.5900 0.75 2.57 3.69 35 0.0197 0.5000 1.00 4.02 7.71 ................. ··········"4Ö··..···· ····Ó·.Ö·16S·..······Ö:42ÖÖ··....····1·:25..···-..·..S·.74····..··..··1"3:4S·..· Medium 45 0.0138 0.3500 1.50 6.95 20.40 Sand 50 0.0118 0.3000 1.75 7.24 27.64 60 0.0098 0.2500 2.00 7.43 35.07 ......................... ...7"Ö........... ö·.ööä"3·...·.. ..Ö:21·ÖÖ...· ..·...2:25..... - ......3·.97........... ·39:ö4.... Fine 80 0.0070 0.1770 2.50 8.67 47.71 Sand 100 0.0059 0.1490 2.75 9.09 56.80 120 0.0049 0.1250 3.00 7.92 64.72 ........................·..1"4Ö........·..ö·.öö~ïr......·Ö:1·ÖSÖ..........3:25....._..·..5:4ä.....·......7"Ö:2Ö.... V. Fine 170 0.0035 0.0880 3.50 3.21 73.41 Sand 200 0.0029 0.0740 3.75 2.06 75.47 230 0.0025 0.0625 4.00 1.70 77.17 270 0.0021 0.0530 4.25 1.49 78.66 325 0.0017 0.0440 4.50 0.66 79.32 Silt 400 0.0015 0.0370 4.75 1.14 80.46 450 0.0012 0.0310 5.00 1.00 81.46 500 0.0010 0.0250 5.25 1.50 82.96 635 0.0008 0.0200 5.50 0.98 83.94 0.0006 0.0156 6.00 1.78 85.72 0.0003 0.0078 7.00 4.39 90.11 0.0002 0.0039 8.00 3.29 93.40 0.0001 0.0020 9.00 2.49 95.89 0.0000 0.0010 10.00 1.97 97.86 Clay 0.0000 0.0005 11.00 1.22 99.08 0.0000 0.0002 12.00 0.65 99.73 0.0000 0.0001 13.00 0.24 99.97 0.0000 0.0001 14.00 0.03 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 ," III¡'I:':I~; ·~.',I'¡.':II " 'I ,'1',','1 'i '1'1'1".1,"'1 I ,I":,il :Sft. Hln."p" :,.'C!¡", tl'.I' ,...,¡;;",,,I. 'I. .~. ..... '.II~~. "II' ':,,1:.1.::: ': 1.'.1,. ; '," :.1'. ;", ii ,111'1' iI',. I' '." '.', " I 11,,'1;,,1,;,:, :',1,' 'I,~",l¡':ll',; ,1,1,11"1".':::' ,III. ,rt~ I" ,,~¡HI, ,''''~I 1\ ,', ,,,,,,~,,,(,,:,,¡:'I'il" !'" '1,:" '1'1,:1' ,\1,:, :-.1.1,\" 11:,,1, I II"II~.'''':''IIII''~ ("1'; ,111'1,,:1')1'.1 '''::I·'I''II~,!hlll,I..''I:III,III,.'::,'·II, '~" "I': '~III".': .';, . ":'11.1"1.1111' '''1'1,1., 1"'1"'\""'1,"11'" .: ·.:..¡I~'I'I~åf.ffiet¡~,'I·.'!:,'!:I:., ::':'i'lt,i~k'I::·.:li. ":':;:I~~rriå~:' :.·...I'".::I:,¡'··~ÓII{,I" MijtÜ¡jn :'1":' '~" i" 'I'..·. t'I,:!,i.:",I,¡.,.~I::lne'~åp~:I'åiZ8ij:,'.I.i::! ,',.. (In) 0.0072 0.0072 0.0072 (mm) 0.1831 0.1831 0.1831 l\IIêijå, i'I!'¡I:':i',¡I: ii,' ¡'II;li.,: 'I: 1,:i~8¡.ylf!h8'8..1:1~:size(t'¡:I:':¡~:,i:i::') (In) 0.00794 0.00366 0.00459 (mm) 0.2017 0.0930 0.1165 :$Q"htgi:' ''''',', ''','¡.,' "I', ,:"\ 2.000 Skewness Kurtosis ¡,V."'?OQ,r,I,I';·, "il Ii' i ',I 0.229 2.247 S~~onglyflne skewed 0.881 1.048 0.515 Very leptokurtic 0.255 0.836 1.600 Component Percentages Gravel Sand I Slit I Clay 0.00 77.17 16.23 6.60 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 22.83 Particle Diameter [In.] [mm] [phi] 0.02304 0.01900 0.01599 0.01271 0.00886 0.00721 0.00318 0.00084 0.00029 0.00010 0.58523 0.48257 0.40606 0.32273 0.22512 0.18310 0.08065 0.02128 0.00736 0.00260 0.77 1.05 1.30 1.63 2.15 2.45 3.63 5.55 7.09 8.59 .. CØeLab ) BP Alaska M PS 161 Milne Point ) C.L. File #: 57111-103075 Sample ID : 5565.0 Sieve and Laser Particle Size Analysis 100 35.0 80 28.0 *' ~ .c 60 21.0 *' 0'1 ~ ~ c .~ CI) ::s 1ã C" :; 40 14.0 ~ E ::s 0 20 7.0 o 4.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) 1.0000 . '. ,)'.',,' ',.,.... ....,.. Partlcl'~'Slze;'bls~~ll:Jijflön" """"1 ,,,':'" ..'i '1,,','1': '.:"1,.., ,".... ·,··'1.··.1..:' ,.I.I·.,·.·,..i··,'I.··.,,· '". '....... iq~_~èt~r":'·.."".,' '."'!,"",.i,.,i·'.·' 1,',..'1""': ,.1..1'1""","1',':: .".'.'I.:'IV~lg~~'ro!,I"':,¡,,.""I:' , 1'1 ,:I'I..rUS :I\II~$h1i' .1.'. .'. 1,.1 .' fln,þ . ".,' 'I,'"rmmlli'...'. ,I:.,i'r'¡,~,ïl" 1 1,,1. ,'[10<;1;1::,: ,'I'",IIC:"un;l,I,1 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 .......................... ..2'Ö........... Ö·.Ö·j·j·1......· ..ö:ä¡öö..... .....ö: 25..·.. -..... ö:Tj........... "ö.T 3".... Coarse 25 0.0280 0.7100 0.50 0.12 0.25 Sand 30 0.0232 0.5900 0.75 0.16 0.41 35 0.0197 0.5000 1.00 0.03 0.44 .......................... ..¡Ö..·..... ·..Ö:·Ó·16Š........ ·Ö:¡2ÖÖ.......... 1: 25..·.. -..... ö: 2"3........ .....Ö:67..... Medium 45 0.0138 0.3500 1.50 1.00 1.67 Sand 50 0.0118 0.3000 1.75 3.03 4.70 60 0.0098 0.2500 2.00 6.84 11.54 ........................... ·7·Ö··········· ö·..óöä"3..·····.. ö :21·ÖÖ····....·· 2:25.... .-.... ·5".2"3..··..··.. ..1·6:77···· Fine 80 0.0070 0.1770 2.50 13.78 30.55 Sand 100 0.0059 0.1490 2.75 15.82 46.37 120 0.0049 0.1250 3.00 13.87 60.24 ........................ ···14Ö····... ····Ó:ÖÖ¡·1·····..··Ö:1·Ö5Ö·······..·3:25·····-·····g:Tf..·········69:35···· v. Fine 170 0.0035 0.0880 3.50 4.45 73.80 Sand 200 0.0029 0.0740 3.75 1.92 75.72 230 0.0025 0.0625 4.00 1.20 76.92 270 0.0021 0.0530 4.25 1.17 78.09 325 0.0017 0.0440 4.50 0.60 78.69 Silt 400 0.0015 0.0370 4.75 1.11 79.80 450 0.0012 0.0310 5.00 0.99 80.79 500 0.0010 0.0250 5.25 1.45 82.24 635 0.0008 0.0200 5.50 0.94 83.18 0.0006 0.0156 6.00 1.84 85.02 0.0003 0.0078 7.00 4.69 89.71 0.0002 0.0039 8.00 3.58 93.29 0.0001 0.0020 9.00 2.67 95.96 0.0000 0.0010 10.00 1.95 97.91 Clay 0.0000 0.0005 11.00 1.17 99.08 0.0000 0.0002 12.00 0.64 99.72 0.0000 0.0001 13.00 0.25 99.97 0.0000 0.0001 14.00 0.03 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 ',' .1" i I '. .,Ii' i """'SøH:ln~'S~tlstlc~II{F:Plk~', '" ,.1, ',', 'I'! 'I ,I'' ' i',' I' "I ''1''',,11' I,l, ..',1.,'" II: '.'¡"III ,I" 11'''''1'1' I 'II :', 'I.' :'~':"'II I ,',1.''1' "~I I '"I' I'll ""I' I' :)I( 1',1,1", ",1"','11'" ,I ,I:, 'I ',"i' ..,.1: ~.fim~iif:;"':,I:!,,.';II,'.,fr~~k;',:·,! ,1:::,'I~nJåril'.',..':',',!,:J:··"'Wb (:'h: ,:., M.C lä~,'ii',),.:';li':I."I·.lill,:,:I' ::i,,'i'ii'.,I,'I' i ·1:=1~e".nd::šI2'~!"i,·':,.;r:ll;i','i·. (In) 0.0060 0.0060 0.0060 (mm) 0.1528 0.1528 0.1528 Nleahi': 1·,'1 I;' '"il"'," . 'i:l: 'l'i'.;Ii",IVe~:fltle~ål'ld¡¡lzed;,:'.:<.i,i, (In) 0.00569 0.00256 0.00341 (mm) 0.1445 0.0651 0.0865 $ol1 'n'g.'I."I" S~eW'néSS Kurtosis 1.565 I~o:qr:, 1'1";;'" 'il':,11 I 0.280 1.955 ~troöglyflneskewed 0.858 1.332 0.693 Veryleptokurtic 0.239 0.859 2.168 Component Percentages Gravel Sand I Slit I Clay 0.00 76.92 16.37 6.71 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 23.08 Particle Diameter [in.] [mm] [phI] 0.01177 0.01027 0.00917 0.00808 0.00676 0.00601 0.00330 0.00072 0.00027 0.00010 0.29904 0.26079 0.23289 0.20519 0.17178 0.15277 0.08380 0.01821 0.00689 0.00262 1.74 1.94 2.10 2.28 2.54 2.71 3.58 5.78 7.18 8.58 ) .. Cur'elBb BP Alaska MPS 161 Milne Point ) C.L. File #: 57111-103075 Sample ID : 5583.0 Sieve and Laser Particle Size Analysis 100 45.0 80 36.0 ~ 0 .: .J:: 60 27.0 '#. 0) ~ ~ c ~ ( ) ::s :; tT "5 40 18.0 .t E ::s 0 20 9.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) ~',:, 1"piaHI~I,"SI2I:e' )I$trl~~tJon:;:/"'1 '! 1:' ','I' '::I":'I:~',\'(:;:: '1\ , ,li'Dlam'tI)~"" ill 1,1, ""I""':'I"'!:"':' 'I: ,'il:\:' I: !1::Welght~,!I"'I""I' ,': "i'!I!;: 't ni:t' :'1,':: ,I'!, tMml:,'liI::,I'1 'l'I,':r~:ll"':I: 1I':\rh:tê ;1!:~I:'''I',;,rcij~'. ":1 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ...... ·..···..·····..··..··"2·ö···········Ö·.·Ö·3·3·1..··...··ö:ä4ÖÖ··..··..··Ö:25·····-·····Ö·.ÖÖ··..·······..Ö:ÖÖ····· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 .... ··············..·..·..··¡·Ö··..···· ·..Ö~Ö·165·········Ö:42ÖÖ..···..···1:25·····_··..·Ö·.ÖÖ···..·..·..··Ö:ÖÖ··... Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.00 0.00 .......................... ..7Ö..···..···· Ö~·ÖÕä3··"""·Ö: 21·ÖÖ········.. 2 :25··.. ·-·....·1 ~2·1....······· ..1·:21······ Fine 80 0.0070 0.1770 2.50 9.23 10.44 Sand 100 0.0059 0.1490 2.75 19.50 29.94 120 0.0049 0.1250 3.00 20.61 50.55 ··············..···········14Ö··· ....... ·ö·.öö¡·1·········ö:rösö··········3:25··..·-·....12·.6"1"....····..63,·1·6···· V. Fine 170 0.0035 0.0880 3.50 4.67 67.83 Sand 200 0.0029 0.0740 3.75 1.70 69.53 230 0.0025 0.0625 4.00 1.77 71.30 270 0.0021 0.0530 4.25 1.99 73.29 325 0.0017 0.0440 4.50 0.92 74.21 Silt 400 0.0015 0.0370 4.75 1.46 75.67 450 0.0012 0.0310 5.00 1.17 76.84 500 0.0010 0.0250 5.25 1.95 78.79 635 0.0008 0.0200 5.50 1.27 80.06 0.0006 0.0156 6.00 1.70 81.76 0.0003 0.0078 7.00 4.73 86.49 0.0002 0.0039 8.00 3.71 90.20 0.0001 0.0020 9.00 3.42 93.62 0.0000 0.0010 10.00 3.35 96.97 Clay 0.0000 0.0005 11.00 1.96 98.93 0.0000 0.0002 12.00 0.81 99.74 0.0000 0.0001 13.00 0.23 99.97 0.0000 0.0001 14.00 0.03 100.00 . Distribution prectudes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 '!!I"I':::';:',!':,il'::, ,i::il'III:'II:I!,$ohlnij','StåtlstJca::¡lf'ålli)i,;'I:,,:,i::""':","!'¡,'II'!",:I:~:',"",1 '11,1 :,il::':'".,:;'II, :111'111",:1·"1::,,,/:....;,,111,11,1:1,:,,'," ":. ::;I,':I'II"I"',I"li:I' ""':"'1'" ", ,"I I'"~ ,','I;, ""':1,::'" !,'I,:,I'I'" ,,',I,' I': "11"1:"""1,'" :,I",iÅä~metèKI,,':':¡'li,',:I~~ê$~,: ,:,II:lnm'in"I:I':I':" ~o kl,,'1 Mìa~.n~i}'!'::':::¡::¡ ::,¡ !:~!'~',i:,:¡:.\!.!,;: ;::; >:' i{ i:,:: ;I:;i':,l;:·¡'t¡:;':;:~::':',~: :'11'::: ¡ \1 ¡; :;::::;!~ :1::; i I: 1r·1 Ó:è:J¡ln<r'!~'lï8êl: !1:1;:I.;:i,I!.:i,I!!; /::;:,::(::1 ¡,::' !:'~::;i\::'; (In) 0.0053 0.0053 0.0053 (mm) 0.1339 0.1339 0.1339 M"å~i:,;¡,,:IIII:'I,I: ,:':I:i:: .'." ..··1:.;' "i,:¡!I,:ii¡,I::IVery'Ðn~'Jådd:·.ize~."!:¡'I:I!¡1 (In) 0.00414 0.00170 0.00248 (mm) 0.1052 0.0433 0.0631 SÓ~IOg:i' :':.¡Ii ,I':.,· ,,': ':':Y:i'PÓó¡", . 1.929 0.241 2.100 Sk.wness KurtOsis :S~rónglyfi"'8skewed 0.643 1.416 0.807 Very leptokurtic 0.322 0.726 1.532 Com~onent Percentages Gravel Sand I ,Silt I Clay 0.00 71.30 18.90 9.80 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 28.70 Particle Diameter [In.] [mm] [phi] 0.00820 0.00757 0.00707 0.00653 0.00578 0.00527 0.00176 0.00041 0.00016 0.00006 0.20817 0.19225 0.17960 0.16588 0.14671 0.13385 0.04460 0.01044 0.00396 0.00153 2.26 2.38 2.48 2.59 2.77 2.90 4.49 6.58 7.98 9.35 ') A CorallltÏ BP Alaska M PS 161 Milne Point ) C.L. File #: 57111-103075 Sample ID : 5590.0 Sieve and Laser Particle Size Analysis 100 40.0 80 32.0 ~ 0 ~ 60 24.0 ';fl. C) ~ >; (.) c ( ) ( ) .~ ::J -; C" 3 40 16.0 £ E ::J (J 20 8.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) 1..' . i~,:':'~artlcle$l2:e'[)¡sttlb~.¡o""" "':, .' .' I.. ..I,~,I,'i':I"":'I'~',.I,:. .,.".'1... : ... '.,1 ..' 'Dlaml¡tt,r, :,"'1..". .." f 11'.'I'I~'I,i t,j· ,,11. "'.'' .. Wêlg~.ll~"'" ".1, I':....,. :. i'rU$'!M~~~l i:I" I:', '.', rïh:l' ':.:11.··· ::r~.J,I',.:"'.i ',¡I,'~'.ll", :'11 ,.i, I rlru:;¡,;]i::'III'rêütrid I 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 .......................... ··2Ö···· ··..···ö·.ö"3"3"1···..··..ö:ä4ÖÖ····....··Ö:25··· ··-·····Ö:ÖÖ·········..··Ö:ÖÖ···.. Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ........................... ¡Ö·..........·Ö:Ö·16S........·Ö:42ÖÖ·......... 1·:25·"'·-'"'' Ö:ÖÖ..·..........Ö:ÖÖ....· Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.00 0.00 ....... ......... ············7·Ö··········· Ö·.·ö·öä·3·········Ö:21·ÖÖ····....··2:25·····-.....Ö·.l"2···.....·····Ö."72····· Fine 80 0.0070 0.1770 2.50 6.77 7.49 Sand 100 0.0059 0.1490 2.75 16.02 23.51 120 0.0049 0.1250 3.00 19.24 42.75 .... ............... ....... ·14·Ö··········ö·.öö~ï1···..··..Ö:1·ÖSÖ··..·..·..3:25·····-·····1:r"3S········..·S7:1·Ö··.. V. Fine 170 0.0035 0.0880 3.50 7.15 64.25 Sand 200 0.0029 0.0740 3.75 2.74 66.99 230 0.0025 0.0625 4.00 1.63 68.62 270 0.0021 0.0530 4.25 1.78 70.40 325 0.0017 0.0440 4.50 0.93 71.33 Silt 400 0.0015 0.0370 4.75 1.71 73.04 450 0.0012 0.0310 5.00 1.46 74.50 500 0.0010 0.0250 5.25 2.01 76.51 635 0.0008 0.0200 5.50 1.26 77.77 0.0006 0.0156 6.00 2.18 79.95 0.0003 0.0078 7.00 4.83 84.78 0.0002 0.0039 8.00 4.10 88.88 0.0001 0.0020 9.00 3.95 92.83 0.0000 0.0010 10.00 3.74 96.57 Clay 0.0000 0.0005 11.00 2.19 98.76 0.0000 0.0002 12.00 0.93 99.69 0.0000 0.0001 13.00 0.28 99.97 0.0000 0.0001 14.00 0.03 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 ':~: il'!"",,! :,:':.I:""':'SortlnS'S.åtist csl!(~ôlk).' :',.: .... 'i.',II'." ... ,:.,~.. ,.:,::¡"I.',:~::'::'II.II¡'·':.'\·""'.':.""'..". .I"',~,..· : ,"~'I,',:' :11.'11,,' )\!: .li:,I'",: ¡,:.:.,',. :.',;',' ¡,I, ,1,,1', Parameter""·,,,,",;f,rask ",,'! II ,llloman il,: I" ",'"1.,,, Følk, .,,1, Méd ¡~i:I:,I! 1,1,: I. ii"~,"~: '~~\'i Iii. '1, ,.....¡ :."i. ~i,i'Veryf nijl.å,6( '$lødli"II'·~ :i.,.,,'! I:· .'. (In) 0.0048 0.0048 0.0048 (mm) 0.1226 0.1226 0.1226 1III.8n::!:'.·, "1.' ,'I:::!':"··" ':I!,.··':'I.','..,·.,···..'···, (In) 0.00372 (mm) 0.0946 Sörtlrig, Sk~Vln88S .., Kurtosis , ,ISI t'si~edi(i' ii':!··' 0.00147 0.00219 0.0374 0.0556 ,I' 'Y.~ðór 2.226 0.217 2.195 Strongly fine skewed ' 0.577 1.313 0.789 0.345 Lepokurtlc 0.638 1.281 Component. Percentages Gravel Sand I Slit I Clay 0.00 68.62 20.26 11.12 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 31.38 Particle Diameter (in.] (mm] (phi] 0.00794 0.00730 0.00678 0.00620 0.00538 0.00483 0.00125 0.00032 0.00013 0.00005 0.20162 0.18549 0.17228 0.15744 0.13668 0.12264 0.03177 0.00813 0.00321 0.00136 2.31 2.43 2.54 2.67 2.87 3.03 4.98 6.94 8.29 9.53 ) .. Cor'eLab BP Alaska M PS 161 Milne Point ) C.L. File # : 57111-103075 Sample ID : 5603.1 Sieve and Laser Particle Size Analysis 100 30.0 80 24.0 ~ 0 :ë 60 18.0 '¡fl. C) ~ :>; CJ r:: ( ,) ( ,) .~ :J iú 0- "S 40 12.0 ~ E :J 0 20 6.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) , " ' ','."",' "':'. P, a' ,111,c,.I,e,· 'S.I.z~'D.,. i..S! .trlb, 'Y.~ I).'.',n':..'¡;"""<"'II~),i,"',',·'·.,'î'.':;"",i,.,';,."';",I,'t.;:I,'i\':'\', ,,:~,,',;' '. ','," " ..,.".,.,.,.,', ,'"'.'"..,.".,'.'.:,',,',',",'".,',..,...','."..:"" ,:",..'","·.""1""·."'",', I I I I " ht Ih ,,1',' I:' ,",:' ~'jillT!,.er', ;"1' ,".,i'i',"I.,,,,.,, "",'".''1''',1','''1'''1:''';:''.'' ,1'1"·"· "'I ' I,W;-:¡I" ,I,~,,'I'''''':.: 'I:: , , ' ' , '. rus :Meshl .,' "'."': Jlð~ 1;", ":"":, rrihnlil:: 'II,' "llr'II:]II:",,':! :"',:irl~cl'J1:'I::;'III"rcIJM;1I' 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 VCrse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ........................ ....2·Ö.....·..... ..Ó'..Ó3'3"1'........ ö :š4'ÖÖ........., Ö:25..... -..... Ö:ÖÖ'...·...... ..Ö:ÖÖ..... Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 .........................., 4Ö·...·... ...Ö·..Ó'1'6S.........Ö :4'2ÖÖ·..... ....1' :25....· - .....Ö·. ÖÖ·......·... ..Ö:ÖÖ..... Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.00 0.00 .............,............ ..7"Ö........... Ö·.öös'3....... ..Ö:21·ÖÖ·....... "2: 25" ...-..... ö'. öö.....·.. .....Ö :ÖÖ..·.. Fine 80 0.0070 0.1770 2.50 0.14 0.14 Sand 100 0.0059 0.1490 2.75 3.33 3.47 120 0.0049 0.1250 3.00 9.78 13.25 .......................... ·14Ö...·...... Ö·. Ö·Ó4·r'" ....Ö: 1"ÖSÖ.........·:3 :25....· - .....13·.74·........ "26:99"" v. Fine 170 0.0035 0.0880 3.50 12.21 39.20 Sand 200 0.0029 0.0740 3.75 7.94 47.14 230 0.0025 0.0625 4.00 4.37 51.51 270 0.0021 0.0530 4.25 2.77 54.28 325 0.0017 0.0440 4.50 1.23 55.51 Silt 400 0.0015 0.0370 4.75 2.47 57.98 450 0.0012 0.0310 5.00 2.43 60.41 500 0.0010 0.0250 5.25 3.50 63.91 635 0.0008 0.0200 5.50 2.15 66.06 0.0006 0.0156 6.00 3.91 69.97 0.0003 0.0078 7.00 8.96 78.93 0.0002 0.0039 8.00 6.68 85.61 0.0001 0.0020 9.00 5.40 91.01 0.0000 0.0010 10.00 4.47 95.48 Clay 0.0000 0.0005 11.00 2.68 98.16 0.0000 0.0002 12.00 1.32 99.48 0.0000 0.0001 13.00 0.46 99.94 0.0000 0.0001 14.00 0.06 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 '1',),,;:,,',"1''::':''; ",i:'SÓnll1n'$tétlstlcè;,IFGI~)'., ': ',I¡ '",'<,;' ',ii' ..' I I '''¡l'il.,' :1";.'" ,\""".:"",:: I( .." ~"""." "".':.!';::I"I·'i"':::'·'~.:"'Î~ I,,':II~"~.':IIII¡II' 11,,;,·:,:.','1 ,:,l·; 'i:'i:lll,i' '::'. : :'"'.:,) I .""1: ';': 1'.1 :,,1,,;,. ,1 :'1' ;1'1", I '"",:",",e¡tå~~te~:;"'.·'~;·:'.:":'\,;t~.$k":;',1.···:,',:.·lrirtljn; '·'""""',:I,il:i:::'I·~&jI~"I"·,',, M~alån"";' ,il:'."II'" ,I' "II",';,I:~ ,', Vttry:flne,sand'jized;,.iil'.1 (In) 0.0027 0.0027 0.0027 (mm) 0.0691 0.0691 0.0691 ;Me.n", ' '"I::·' II.' ,,: I, ' ,. "SUtslzed.': (In) 0.00244 0.00094 0.00134 (mm) 0.0619 0.0240 0.0341 $Or1 ríiil·' :"':."';,.';, ",' f,' 3.377 $kewrièss," Kurtosis ; 'V;P(jorr.';I,' ';, 0.187 2.295 Strongly fine skewec:i 0.488 1.003 0.654 0.377 Platykurtic 0.482 0.837 Component Percentages Gravel Sand. I . Slit 1 Clay 0.00 51.51 34.10 14.39 Percentile [Weight, 0/0] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 48.49 Particle Diameter [In.] [mm] [phi] 0.00607 0.00552 0.00505 0.00448 0.00358 0.00272 0.00039 0.00018 0.00009 0.00004 0.15426 0.14014 0.12826 0.11385 0.09098 0.06912 0.00998 0.00449 0.00231 0.00107 2.70 2.84 2.96 3.13 3.46 3.85 6.65 7.80 8.76 9.87 ) .& Ü1I'eI.al:Ï BP Alaska M PS 161 Milne Point ) C.L. File # : 57111-103075 Sample ID : 5616.0 Sieve and Laser Particle Size Analysis 100 25.0 80 20.0 ::::e 0 ~ .c 60 15.0 '#. 0) ~ ~ u c CI) CI) .~ ~ 1ü tT '3 40 10.0 Æ E ~ 0 20 5.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) I """'.',.".i',.·.' I:'; "P......I,,¡,:I..,.'~lz'.e' ',""is' t' "'I''''''J. t'llI.:rIll,,"'II:,;I",' 'I,:", "'. '.' ,:' ',' '''.'''.'',1','.'.'1'''''' ,,,,,,: 'i "'.'" I. :,1 ~II, ": ,",1 ',' ," ," ", I ,a.,... a"r" ,101 . UU ~~~II" I ",',ll'" I' 11"'1'1' "1',.11 1"'1'" "1,'\11',:", 1".,1,. ":'I~'II '" ',II'I :11" '",,':,'....'1'.' ,I,','Ri~m'~~ri~ ~i ),;:.:,':'ill,I"",:"',:III,III':,:III.: I i.' I, ."I',I,',We $I~t'r~I¡:!1 , I':i ¡', 1,,~tUS,Me$~l I, 1'1"1 ", ,II: 'rlnJl'I,'IL.: iirmml:,II: .'., ,,' II'~ 11I11,,'1 "i,' ,,., (l,n~CMI,:I,,'I:; ~,rCh.l.n~1 ,1,,11 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 VCrse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 .......................... ··2Ö· ·····....·ö·.ö"3"3T···..···ö:ä;,;öö····....··ö::2š···········Ö:ÖÖ···.....·····Ö:ÖÖ..·.. Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ......................... ...;,;Ö·....... ...Ö'.Ö·16S....·.... Ö :;,;2ÖÖ......... ·1·:25..... -..... ö: öö............ ·Ö:ÖÖ..... Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.00 0.00 .".....,.,...,..,........, ·7"Ö·'·'··....· ö·.ö·öä"3··..·'·· 'Ö:2 rÖÖ·..·....· ·2: 25'·.. .-..... ö:öö..'··....'·..Ö :ÖÖ..'.. Fine 80 0.0070 0.1770 2.50 0.13 0.13 Sand 100 0.0059 0.1490 2.75 2.53 2.66 120 0.0049 0.1250 3.00 7.61 10.27 .".......,...,.",.,...,. ·1·4Õ··..·..·'· Õ.Öö4'1'·..·'·· 'Ö: 1·ÖŠÖ·.....·,· ·3: 25..·,···..· '1 '1:72'·'..'··.. ·21·:99·..· v. Fine 170 0.0035 0.0880 3.50 12.00 33.99 Sand 200 0.0029 0.0740 3.75 9.21 43.20 230 0.0025 0.0625 4.00 5.83 49.03 270 0.0021 0.0530 4.25 3.68 52.71 325 0.0017 0.0440 4.50 1.47 54.18 Silt 400 0.0015 0.0370 4.75 2.65 56.83 450 0.0012 0.0310 5.00 2.47 59.30 500 0.0010 0.0250 5.25 3.57 62.87 635 0.0008 0.0200 5.50 2.19 65.06 0.0006 0.0156 6.00 4.00 69.06 0.0003 0.0078 7.00 9.42 78.48 0.0002 0.0039 8.00 6.98 85.46 0.0001 0.0020 9.00 5.47 90.93 0.0000 0.0010 10.00 4.38 95.31 Clay 0.0000 0.0005 11.00 2.69 98.00 0.0000 0.0002 12.00 1.41 99.41 0.0000 0.0001 13.00 0.52 99.93 0.0000 0.0001 14.00 0.07 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0 0.0001 0.0002 ,', . i" 1',,!i$bt;lnd,'Statistlc::s (Fol~)I"i, I. . ,'., ",:: ',..'" "'" ",' 'I:','iil',-"""I "I":,,': '\':i,i ",':~I" ".1 ',:nlJil":'I': '" 'I,' :,1,1, :,'1',1 "¡I,'.'}!:"':,,,:'. "."",,': I:~:'I":' I "~I ,I, "I ':il"" ", ;I,::,/::Rd~enl.êt~~,,:,:il.::,:::!:' 'iT~ãik,I':III,:';i¡'I/nim~n' i ',I:' li l"ii':;#ijl~I\,:,:: 1""1.",'1,.::",:;:1;",'1: 'II ':": ,i I. ii,' !,i,I,: I' Slltsl2:ei:l~I::,' :'.1; .,i., ,I (In) 0.0024 0.0024 0.0024 (mm) 0.0615 0.0615 0.0615 Melin "',>::': · ·...'1" ,'1'.' Slit sized '.'" 'I. (In) 0.00228 0.00091 0.00126 (mm) 0.0578 0.0231 0.0320 $011 119' " "y,,! Poor' 0.191 1"1':1.1 3.345 2.281 Skewness .... · St"~nglyflni:)$kewed, 0.516 0.965 0.617 Kurtosis .1 Platykurtlc 0.499 0.843 0.368 Component Percentages Gravel Sand I Slit I Clay 0.00 49.03 36.43 14.54 Silt + Clay 50.97 Percentile Particle Diameter [Weight. VoJ [In,J [mmJ [phi] 5 0.00587 0.14905 2.75 10 0.00527 0.13376 2.90 16 0.00477 0.12112 3.05 25 0.00418 0.10620 3.24 40 0.00325 0.08267 3.60 50 0.00242 0.06152 4.02 75 0.00037 0.00949 6.72 84 0.00017 0.00441 7.83 90 0.00009 0.00229 8.77 95 0.00004 0.00104 9.91 A CØe.Lab ) BP Alaska MPS 161 Milne Point ) C.L. File #: 57111-103075 Sample ID : 5635.9 Sieve and Laser Particle Size Analysis 100 25.0 80 20.0 "¡ft. ...; J: 60 15.0 "¡ft. CÐ ~ >; Co) c CI) CI) ~ :;, 0" a:s 10.0 £: :; 40 E :;, (J 20 5.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) "'. :.' ': ~I,".'.,.I..I, '1."',.,':....·.'.'1·,,..',·.,' ...' I.·,··,··,·" ,:,:".p~r¡t16Ie"'$ ze~ØI~~I~u.I~~!I','" I, '.111,1'." I ' II I , ",' , I ,'I ~I, ' , , ,: IQ ""'hr.r" 'I': ,'" ",'. ·';,'1 ',.','..", I"::',!I.': ,',I, I." .1'1:: .',. I WeiQht ,"lei I" ' , rU'S'Mé~hl '. 'i ,'.'! ,.. ,;,' [In:)' 1'1 ',:' :' · 'r~mtl,'~'i' :!" ,':.~.di::1:1'1111:::: ,,[Inbtl,,? ' ,lrc....h~I' , 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ..··..···..···········..·..·2Ö· ········..·Ó·.Ö"3"3·1·..·· .·..·ö.'ä4öö···......·Ö:25·····_..···Ö·.27..···········Ö:27···· Coarse 25 0.0280 0.7100 0.50 0.22 0.49 Sand 30 0.0232 0.5900 0.75 0.38 0.87 35 0.0197 0.5000 1.00 0.11 0.98 ............... ········....·;,;Ö···· ·····..·Ó·.Ö·16'5..· ·..···Ö.'42ÖÖ········..:;:25·····-·····Ö:ö'5········ ···..1".'Ö3····· Medium 45 0.0138 0.3500 1.50 0.13 1.16 Sand 50 0.0118 0.3000 1.75 0.30 1.46 60 0.0098 0.2500 2.00 0.37 1.83 ............... ........... ··7Ö·..······..·ó·.õóä·3· ········Ö.'21·ÖÖ····..··..2:25· ····_·····Ö:2"3···....·...··2:ÖŠ···.. Fine 80 0.0070 0.1770 2.50 0.98 3.04 Sand 100 0.0059 0.1490 2.75 2.84 5.88 120 0.0049 0.1250 3.00 6.02 11.90 ................. ....... ...1·;,;Ö.....·.... Ö·:Ó·Ó4·r" ··....Ö.' 1·ÖSÖ'" .......3:25..... -..... 9·:19........· ...21·:Ö9...· V. Fine 170 0.0035 0.0880 3.50 10.49 31.58 Sand 200 0.0029 0.0740 3.75 9.12 40.70 230 0.0025 0.0625 4.00 6.19 46.89 270 0.0021 0.0530 4.25 3.74 50.63 325 0.0017 0.0440 4.50 1.39 52.02 Silt 400 0.0015 0.0370 4.75 2.47 54.49 450 0.0012 0.0310 5.00 2.40 56.89 500 0.0010 0.0250 5.25 3.65 60.54 635 0.0008 0.0200 5.50 2.36 62.90 0.0006 0.0156 6.00 4.41 67.31 0.0003 0.0078 7.00 10.22 77.53 0.0002 0.0039 8.00 7.72 85.25 0.0001 0.0020 9.00 5.80 91.05 0.0000 0.0010 10.00 4.33 95.38 Clay 0.0000 0.0005 11.00 2.61 97.99 0.0000 0.0002 12.00 1.40 99.39 0.0000 0.0001 13.00 0.54 99.93 0.0000 0.0001 14.00 0.07 100.00 . Distribution precludes calculation of these statistical parameters 0.0 0.0001 ",...., ,i ""'1,1, 'I.' ·1:');'.",: "'. <':""';.cS.'o··· .:J.It; n·· ·o'I·'·S' , "¡';tl'JI:c"':-J..'~F~' 'I·k[\' ,"·',1, I·,"· .',' "'.'1:1" .., 1','"1 " ' ,~'" I, ,II' l ,:q _,JI~ I. UI lit ça,l~ ':{ 'I ,', I ., 1'1; ,'I" I,' 1,'1 ", 'I III ~',' ,'I \', I" ..'\'''0, I ',> :; I,},': I" I :',: !':,: 1,11: I, ;:: !, (I: I,' '~I'~':IIII ,:,:,I~! .;:":: :, " ',," 'I ,:" ,,':':;: I ;" I' 1'1;" " ': ' II' : ,\1," ,I ',' ", I:, '.> ',: ,; ,; :'¡':' :'", I ~" ~;': I:'" ,:~":,: I,' I; , 1,1:,: I : I , I , I ,I,,', " I.';" ' I ,II ' " I " , ' ,I ,I , , I I: . , I'", II " I , ' I , II ',I ' ., " :' I: I :, 1'1 " '," , I, " I " ,I, I I I .':, I " ' I , '~ I, " ,I I I " ' , " , "I I ! I " "",:, ,.' 'I~ärijmeter 1.1', """'"1iraak,,, ,,: ." ,inma,n·· .,/..;11" FÞlkll", ., Median Iln) (mm) o 0022 0.0555 Slit sized 0.0022 0.0022 0.0555 0.0555 Meån'~', ' 'SUfl_Iietl' (In) 0.00221 0.00090 0.00121 (mm) 0.0562 0.0228 0.0307 Sònlrig 1\, ;..1" I 'V.'.POOr'" .... 3.456 0.187 2.316 Skewness KurtoSis Strongly fine skewed 0.541 0.853 0.547 0.345 Platykurtlc 0.512 0.837 Component Percentages Gravel Sand I Slit I Clay 0.00 46.89 38.36 14.75 Percentile [Weight, %J 5 10 16 25 40 50 75 84 90 95 Slit + Clay 53.11 Particle Diameter [In.J [mmJ [phiJ 0.00658 0.00551 0.00480 0.00408 0.00308 0.00218 0.00034 0.00017 0.00009 0.00004 0.16721 0.13998 0.12192 0.10369 0.07823 0.05546 0.00868 0.00427 0.00231 0.00105 2.58 2.84 3.04 3.27 3.68 4.17 6.85 7.87 8.76 9.89 .6 [øeLab ) BP Alaska MPS 161 Milne Point ') C.L. File #: 57111-103075 Sample ID : 5666.0 Sieve and Laser Particle Size Analysis 100 35.0 80 28.0 ~ 0 :ë 60 21.0 '#. D) ~ ~ c .~ Q) ::s 1ã C" :; 40 14.0 J: E ::s 0 20 7.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) ", i', "" ,"" " "'.'p ,'tt·I·· 'I '''''I'·· ...... ·1, ,... ···11' .,' ... "':".,' , ."..",' , ',':" , 'I', ,,) ,'11:" '." ' I"",:, :.II:"I,'i"8:· C Q'.¡; I 2;é!''P18t~lb'itlQni'"" I,· :,,',' "', 'I':""~:'I.' ",""': ',' ,I,,"I}'.I:" !.:.". :111':"1' 1,,1 I, II' ,I..:" I ',I 'I· ",', I I' ,'I ' ; , II '., I ,,' ",, ~ , 1,'1,11 I ' 'I"..' .,' , 1.",1, ",,' '..'. I ,'.', " I "1,'. I .1. .', ·1 "I I II " ""I ,I., 1-: , ",,"', I,,' .. II"" "" ,·'11', ll'."I"1 ",',1' '!,Ipla. më~et ,11,,1, ...,. ,,'I',,:, 'I"'" "1""'1, 1'11,.11",1',"',1,'. , "!",'I'I"'" ",' è:IQ, ~tO/q,'II'."'~I'. 1'1, i, " ",'l'; ,::,rÛS:Meshl" 1,',1,,,, nri~l,'I" '¡,I:!' I rffiiril,:, ,.'I,',I:'::i'lf:i~å:i 1:;1 ::I'I"!M~~li,,I,',:,:::III'ftQhbi:: 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 .,..",....,.."....,....., ·2·Ö..·'···'·..· Ö·:Ó'3·31..·'·'·'·ö ~ä4ÖÖ·"""'·' Ö:25·'·.. -.,... ö:öö..,',·,·,·,· 'Ö:ÖÖ·"·' Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 1.09 1.09 ......................... ...¡Ö....·..... ..Ö·:Ó'165......... ö :42ÖÖ.......... 1:25..... _.. ...4".46·....... .....š ~ŠŠ''''' Medium 45 0.0138 0.3500 1.50 9.06 14.61 Sand 50 0.0118 0.3000 1.75 12.57 27.18 60 0.0098 0.2500 2.00 13.11 40.29 ........................... ·jÖ........ ....Ò :ööä'3'....·...Ö ~21'ÖÖ"·""''' 2:25..... -.. ...5.72..... .......¡S:Ör... Fine 80 0.0070 0.1770 2.50 8.57 54.58 Sand 100 0.0059 0.1490 2.75 4.95 59.53 120 0.0049 0.1250 3.00 2.61 62.14 ................ ........ ...1'¡Ö·......... ö·.ö'ó4'r....'..Ö :röšö·..·...... 3:25..... -.. ...·r 69....... .....S3.·ä3...· V. Fine 170 0.0035 0.0880 3.50 1.55 65.38 Sand 200 0.0029 0.0740 3.75 1.49 66.87 230 0.0025 0.0625 4.00 1.29 68.16 270 0.0021 0.0530 4.25 1.13 69.29 325 0.0017 0.0440 4.50 0.54 69.83 Silt 400 0.0015 0.0370 4.75 1.08 70.91 450 0.0012 0.0310 5.00 1.19 72.10 500 0.0010 0.0250 5.25 2.01 74.11 635 0.0008 0.0200 5.50 1.34 75.45 0.0006 0.0156 6.00 2.88 78.33 0.0003 0.0078 7.00 7.47 85.80 0.0002 0.0039 8.00 5.23 91.03 0.0001 0.0020 9.00 3.63 94.66 0.0000 0.0010 10.00 2.52 97.18 Clay 0.0000 0.0005 11.00 1.53 98.71 0.0000 0.0002 12.00 0.88 99.59 0.0000 0.0001 13.00 0.36 99.95 0.0000 0.0001 14.00 0.05 100.00 . Distribution precludes calculation of these statistical parameters 0.0002 0.0 0.0001 Ii":' 'Iii ,"i,.·,I: 11'\,iil'II:I,~~ltlri~I$~tl~tlC¿S'I<~~lk) II " ,'·':',::'··i 1,:..1 1",",.,11. 'I'.".I¡). 'I ".":: """11.111 ,.:."'1'1: 'i, '.' !"II',I'I".!"i 1,:",1,: "'.,1''''.1",1.·,·,'.,1.",,1)',' "'I', .1',:1".""'.".·"":'''1''1'.'.'1''''1 '1,'",::,¡;:P.t~rti~t~~I:':I¡,!::I:: illl ,:fr~,~,!,', ,'I:,I,li¡¡'¡ij,án ".,",. :i·!':~C;ik::i¡;:;·· Mädlao' 'il:~'i,1 i",' "'f'IDe;iaåncW.lzed~il'I!:'.I',:,..: i . (In) 0.0084 0.0084 0.0084 (mm) 0.2130 0.2130 0.2130 "'.an"I'} '. 'II·",,' .VèrYlflnes.and slZéd (In) 0.00658 0.00218 0.00342 (mm) 0.1671 0.0555 0.0869 $Ói1;h,'g,,:'I,.,' :1'1,:';':1:"",' 3.685 Skewness Kurtosis \',V.,PþClri 0.156 2.535 I· Stronglyflne skewed 0.397 1.080 0.729 0.371 Platykurtlc 0.474 0.859 Component Percentages Gravel Sand I Slit I Clay 0.00 68.16 22.87 8.97 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Silt + Clay 31.84 Particle Diameter [In.] [mm] [phI] 0.01743 0.01549 0.01397 0.01226 0.00995 0.00839 0.00090 0.00034 0.00017 0.00007 0.44260 0.39342 0.35478 0.31134 0.25265 0.21302 0.02293 0.00867 0.00439 0.00186 1.18 1.35 1.50 1.68 1.98 2.23 5.45 6.85 7.83 9.07 ') .. CØe Lab BP Alaska M PS 161 Milne Point ) C.L. File # : 57111-103075 Sample ID : 5671.0 Sieve and Laser Particle Size Analysis 100 30.0 80 24.0 ~ 0 .... ,¡: 60 18.0 ?ft. œ ~ ~ u c ( ) ( ) .~ ~ 1ã C" "S 40 12.0 ~ E ~ 0 20 6.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) ,I"I'ç Partlclø'SlzØÐls~~lbijflö~, ',',", ,'!I"'I ".'.:' ;1" ,"il:/I":~:I,\III:I ;, ..1,);:, ~ ""1:,',:,, I, ,"PI~m~ter' ,····.1 "~'I ..II,;:'I:'I:I':",I"~'I';'I, i'i ':,I"lill, ' JII"I.'",' Welgþt'cyol~I', I,: .:'ii 'rusl Meshl' I ;.:' ,,¡(I,'rl",";',,::,," ·.;'·';,rhlmtl,:I,I:,",,!lf:.I:~I:,I:,{~:rIQc ;l':,' l;r¢~~¡JI" 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ........................... '2'Ö.....·.... "Ö·. ö'3·3T........ö :ä4öö ..........Ö:25..... -...., Ö:ÖÖ............ 'ö :ÖÖ..... Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.99 0.99 .."...,...".."..,.,...., ¡Ö·....·'··.. Ö'.Ö·16·5·'..·'· ..Ö:¡2ÖÖ.....'·, "1· :25..'··-·'·' ·4:'37......'·'.., 15."36·'..· Medium 45 0.0138 0.3500 1.50 9.04 14.40 Sand 50 0.0118 0.3000 1.75 12.58 26.98 60 0.0098 0.2500 2.00 13.13 40.11 .".".".,..,....,......,. '70'··'···'..· ·ö·. ööä'3··'·'·'·' ö :21"ÖÖ.......... 2 :25·..·' -.....s: 7"2··'·'..... "¡i5."ä3"'" Fine 80 0.0070 0.1770 2.50 8.53 54.36 Sand 100 0.0059 0.1490 2.75 4.88 59.24 120 0.0049 0.1250 3.00 2.59 61.83 ...,...'.."....".,...... '1'¡Ö···'·..·'· Ö:ÖÖ4·1·"··'·,·Ö: l' ÖSÖ··'..·".. 3:25'·.. .-.,.,. T. 7·1·..'..'·'.. ·63:54..'· v. Fine 170 0.0035 0.0880 3.50 1.60 65.14 Sand 200 0.0029 0.0740 3.75 1.56 66.70 230 0.0025 0.0625 4.00 1.38 68.08 270 0.0021 0.0530 4.25 1.20 69.28 325 0.0017 0.0440 4.50 0.58 69.86 Silt 400 0.0015 0.0370 4.75 1.15 71.01 450 0.0012 0.0310 5.00 1.23 72.24 500 0.0010 0.0250 5.25 2.04 74.28 635 0.0008 0.0200 5.50 1.40 75.68 0.0006 0.0156 6.00 2.93 78.61 0.0003 0.0078 7.00 7.32 85.93 0.0002 0.0039 8.00 5.21 91.14 0.0001 0.0020 9.00 3.63 94.77 0.0000 0.0010 10.00 2.48 97.25 Clay 0.0000 0.0005 11.00 1.48 98.73 0.0000 0.0002 12.00 0.87 99.60 0.0000 0.0001 13.00 0.35 99.95 0.0000 0.0001 14.00 0.05 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0 0.0001 0.0002 "::i, :'il,il! '1;1!:::i;:,: l$ortll1gIStètl.tl'cS!'(F;ol~):~".,; 'I ; I' "'''''''',1''1' ""'1' "I' ,\ ,.1.", 1"""111,'.11.","'1 """"" ",'1","1.'" """1'1'" '," ',I"" , . " , '¡Iii ,I,",",: I.,,! ,: ,':,1',:1 ,':~:',:!I:::II :;::¡', ;I"! ,'"I.;",.' ,11,1":,,11,, "',i, ;',<,1 :: :':'lli ,1',',';, I', ..:":'I"!:I",,': ,",\,::,::.1:' :,'1'1,:::1;:·: '; I '::?,,:,I'~' :,11 ,.:!/,' ;!,,,.,,'I'.Parameter.,,y' II,' '!I I I,' IIt'task :'1'" ·'iIr'lm'an' '.','" ,'I " Folk""" Median, ." ,II;,.,,' ·,Fln~'sand:8i:zIJd'1 ,II. (in) 0.0084 0.0084 0.0084 (mm) 0.2122 0.2122 0.2122 M.án:: .... ,,' .. ,I'·il!!':.I' , ,'. ,Ve.yfln.l.å'ridlsized. (In) 0.00657 0.00220 0.00343 (mm) 0.1670 0.0558 0.0871 SCU1:h1g.,; '1'1 ,I: I.. ..... . 3.633 We. Poor ...." 0.158 2.520 Skewness S~rbngly fine skewed , 0.403 1.078 0.728 Kurtosis Platykurtic 0.473 0.864 0.370 Component Percentages Gravel Sand 1 Slit 1 Clay Slit + Clay 0.00 68.08 23.06 8.86 31.92 Percentile Particle Diameter [Weight, %] [In,] [mm] [phi] 5 0.01732 0.43985 1.18 10 0.01543 0.39199 1.35 16 0.01392 0.35369 1.50 25 0.01222 0.31047 1.69 40 0.00992 0.25197 1.99 50 0.00835 0.21219 2.24 75 0.00093 0.02352 5.41 84 0.00035 0.00881 6.83 90 0.00018 0.00445 7.81 95 0.00008 0.00191 9.03 ) ) .. Cø'e I.Bb BP Alaska M PS 161 Milne Point C.L. File # : 57111-103075 Sample ID : 5676.0 Sieve and Laser Particle Size Analysis 100 25.0 80 20.0 ';fl. 1: 60 15.0 ';fl. œ ~ ~ CJ s:: .~ Q) :::J 1ã 0" :i 40 10.0 £ E :::J 0 20 5.0 o 4.0000 0.0 0.0001 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) 0.0010 0.0002 1'1' ': I Pélrtlcle Slze'DlstrlbûtJoo:¡ ,I",·',.,· ,." .,." .,.' '1' ..,.", '., .: ::,':,',,:' '.' D,iåme~,r ..",'i::,:":",,,'I'I:'I:'I,·' '", ,.:weidh~'/c¡"...'·.'11 '(US Mesh1.' ',(hl';ll,., "",:(mm1;;:I,/.'i:, ricbl':', :" nricl:l',:~I:':lrc~\nd, 5 0.1575 4.0000 -2.00 0.00 0.00 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ..........,.....,.,..,..... ·2Ö·....·'·..· Ö'.Ö"3'3·1'·..·'· "Ö~ä4ÖÖ""·'·"· Ö :25...., -.,., ·ö~ öö···''''··'· "ö.'öö'·'·' Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ...,.,... ,.,.,.,.".,.' "··4õ'·'···"·'·ö·.ö·165··'·'·'··ö~42öö'·'·"·'''1':25'...._...·'Ö~74..'....·'·..'Ö~74·'·.. Medium 45 0.0138 0.3500 1.50 4.05 4.79 Sand 50 0.0118 0.3000 1.75 8.54 13.33 60 0.0098 0.2500 2.00 11.29 24.62 .",.......",...,.,...,.,. '7Ö"..··"··' Ö·. ÖÖŠ"3··'·'··'·Ö ~21" öö'·..·'·.. ·2:25"'" -..,. ·5·. 7Ö·'....'··'· '3Ö.'32.... Fine 80 0.0070 0.1770 2.50 9.71 40.03 Sand 100 0.0059 0.1490 2.75 6.44 46.47 120 0.0049 0.1250 3.00 3.73 50.20 ...·........,.........·....r4Ö.........·ö·:åö4T........ö~1·Ö5Ö......·...3:25....._.....2·.35·...·......·52~55.... V. Fine 170 0.0035 0.0880 3.50 2.00 54.55 Sand 200 0.0029 0.0740 3.75 1.95 56.50 230 0.0025 0.0625 4.00 1.80 58.30 270 0.0021 0.0530 4.25 1.60 59.90 325 0.0017 0.0440 4.50 0.76 60.66 400 0.0015 0.0370 4.75 1.52 62.18 450 0.0012 0.0310 5.00 1.63 63.81 500 0.0010 0.0250 5.25 2.66 66.47 635 0.0008 0.0200 5.50 1.78 68.25 0.0006 0.0156 6.00 3.67 71.92 0.0003 0.0078 7.00 9.24 81.16 0.0002 0.0039 8.00 6.65 87.81 0.0001 0.0020 9.00 4.85 92.66 0.0000 0.0010 10.00 3.54 96.20 0.0000 0.0005 11.00 2.12 98.32 0.0000 0.0002 12.00 1.17 99.49 0.0000 0.0001 13.00 0.45 99.94 0.0000 0.0001 14.00 0.06 100.00 ',!, . .,. i, .",.""'¡" ',:,$ôlr;lngIStatlsticiWØlk~ ',i, " ,"I.',."" 1 ,: I ,1:1 ~ I, ,i' ,:: ': :',:1: 1.:)1',::,1 ':'~:II':I':I '. " : I:>:" ~:I "';<'::':" 'I~,':: 11:,0,';",: ':: I!i:~: :;,¡ ~ i": I,', "j '':i''l' :,": ,",' ': I", ': :1',: ':> ,:, ,!""" 'I, i I,: "I : ,'., ':Päråmetel', ,":: "i'iTrai$k:"" ','!::Irlman' I,i, ".: ',"~dlk:'i t.1edi'","",>I" ""' il',' "',I.: 'Finesandslzed, i (In) 0.0053 0.0053 0.0053 (mm) 0.1346 0.1346 0.1346 Granule M~âni:'i:' I I' i: ~: :' I' ¡I' I' I ',' 'I; I 1'1 I I I, , ,;,; : :', : ': ,; 0.00515 0.1309 ':SlIti¡¡lzec:l:;: ," "11.::.;" 0.00158 0.00237 0.0402 0.0601 ¡"i'I'I;:.",!.¡:'i:.-;1 (In) (mm) :$01116",;" 'i' :,,::"; :,1 'I ·v;.Þoo~·,' 0.139 2.654 4.627 Sk'W~.88 St~bnglyfh'e skewed 0.402 0.927 0.631 Kurtosis Platykurtlc 0.426 0.753 0.374 Component Percentages Gravel Sand I Slit I Clay 0.00 58.30 29.51 12.19 Silt + Clay 41.70 Percentile [Weight, %] Particle Diameter [In.] [mm] [phI] Silt 5 10 16 25 40 50 75 84 90 95 0.01419 0.01268 0.01138 0.00985 0.00754 0.00530 0.00046 0.00022 0.00012 0.00005 0.36034 0.32198 0.28901 0.25010 0.19155 0.13458 0.01168 0.00558 0.00296 0.00129 1.47 1.63 1.79 2.00 2.38 2.89 6.42 7.49 8.40 9.59 Clay . Distribution precludes calculation of these statistical parameters . Cø'elBb ) BP Alaska MPS 161 Milne Point Field ) C.L. File # : 57111-103075 Sample ID : 5732.1 Sieve and Laser Particle Size Analysis 100 25.0 80 20.0 ";fl. ~ 60 15.0 ";fl. œ ~ >; (.) c: .~ ( ) ::s 1ã 0" ~ 40 10.0 £ E ::s 0 20 5.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) . ~ ',,' I ',1'1 'I' ,I i ',I,il;!'.a:ti¢le'Slz.'ØI$trlbi.,\IQI:I,:',} ;,;;I"ii'I"'I"'('~',ll'li'I,I,;:',ii"I,I,lii"':" (,', , ,;'",.:, ,,'I :,.",:~ I., "",;.1:; " '," ~1ªm'Äter, /,'i',:", ;"'11';' ,I, ,':,:',' "II )'" "ii·'" "" I Welgrit',o/c: ~,' ,',,' ;, 'I'.,', Ii' :,rUSMesh.1 ,." ',;:I"irin:1:I,~¡"I:"I:,,'irt:,~i':'I::I:',',¡'! '::'r'~I~::i:,' ':.:I,;I'h'~~I:1'il::,:I,III"t~~i~1'1,!, 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 .. ....................... ...2·Ö...........· Ö·. Ö·33"1"·... ....Ö:ä4ÖÖ..·......· Ö :215'..·· -..... Ö:"1"1'"...·..... ..ö:1T.... Coarse 25 0.0280 0.7100 0.50 0.51 0.62 Sand 30 0.0232 0.5900 0.75 2.68 3.30 35 0.0197 0.5000 1.00 5.01 8.31 ........................... "4·Ö··..······· Ö·. Ö·16S..····.. ·Ö:42ÖÖ....···· "1· :25...··-·..·· 7·.47......····· "1"Ëf.:;ä··.. Medium 45 0.0138 0.3500 1.50 9.42 25.20 Sand 50 0.0118 0.3000 1.75 9.68 34.88 60 0.0098 0.2500 2.00 8.43 43.31 '·······..··..··············.:;Ö········ ···ö·.ööä·3······..·Ö:21·ÖÖ········..2:25·····-·..··3:4S··..·····..¡6."äö···· Fine 80 0.0070 0.1770 2.50 5.37 52.17 Sand 100 0.0059 0.1490 2.75 3.61 55.78 120 0.0049 0.1250 3.00 2.47 58.25 .......................... ·1'4Ö·........ "Ö·. Ö·Ö4·1..... ....Ö: 1·ÖSÖ.......... 3: 25.... .-......{ SÖ........ ....SÖ."1"S...· V. Fine 170 0.0035 0.0880 3.50 1.67 61.82 Sand 200 0.0029 0.0740 3.75 1.54 63.36 230 0.0025 0.0625 4.00 1.42 64.78 270 0.0021 0.0530 4.25 1.34 66.12 325 0.0017 0.0440 4.50 0.66 66.78 Silt 400 0.0015 0.0370 4.75 1.34 68.12 450 0.0012 0.0310 5.00 1.41 69.53 500 0.0010 0.0250 5.25 2.36 71.89 635 0.0008 0.0200 5.50 1.59 73.48 0.0006 0.0156 6.00 3.21 76.69 0.0003 0.0078 7.00 7.80 84.49 0.0002 0.0039 8.00 5.52 90.01 0.0001 0.0020 9.00 4.02 94.03 0.0000 0.0010 10.00 2.89 96.92 Clay 0.0000 0.0005 11.00 1.72 98.64 0.0000 0.0002 12.00 0.94 99.58 0.0000 0.0001 13.00 0.37 99.95 0.0000 0.0001 14.00 0.05 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 :",' ;":,,,"';""\::".'·:"',1""", "$, Qrrt,l, ~~I~tå, t~8tl~,:(Fdl,~r.. ill.:' " , . ',.. '.,11", ~" , J I I'''''',' """.', H",' "" ",' ""',""1 ,II ",I:." ',. ., 'I~I,;, :'I,I:I"I':~" ;'I':~·,:I;,~;,:I,:,;;:I,: 11:"1, ,";' :~I,; ': 1·:::','1,11.: /1',';·,:1;1-:,"1'~1:):::1:11 :;:","::'1' "':.\':';:: 1~~'\~1:: 1'1'1 :''::' !-:,II ,: i,.'II;.J'"il,,: 1)''''1 I¡,: 1 .,1,' Þaramet tj'." ',I, ,II' ;',1ir'åskl~, "... 1'lnm8h': .. ;, ," .iEdlk Mean (In) (mm) 0.0082 0.2077 0.0082 0.2077 0.0082 0.2077 (In) (mm) r· ···Verynfle'$ándSlzèd···· 0.00751 000226 0003-17 0.1908 0.0573 0.0880 I" ~ $óijI119:>"; .... ",I' ','.':'. ;,' V;PdQ~ 1.1' 4.496 0.132 2.742 SkeYJnêiss', KurtoSis , ,S~ronglyfll1eskeweâ 0.389 0.942 0.643 0.349 Platykurtlc 0.453 0.801 Component Percentages Gravel Sand 1 Slit 1 Clay 0.00 64.78 25.23 9.99 Percentile [WeIght, %] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 35.22 PartIcle DIameter [In.] [mm] [phi] 0.02295 0.01965 0.01703 0.01431 0.01069 0.00818 0.00071 0.00030 0.00015 0.00006 0.58284 0.49902 0.43259 0.36352 0.27145 0.20773 0.01798 0.00759 0.00383 0.00164 0.78 1.00 1.21 1.46 1.88 2.27 5.80 7.04 8.03 9.25 ) .. CorelBb BP Alaska MPS 161 Milne Point Field ) C.L. File #: 57111·103075 Sample ID : 5740.0 Sieve and Laser Particle Size Analysis 100 25.0 80 20.0 ~ 0 ..; J: 60 15.0 ';!. C) ~ ~ (,) c .~ CD ::J '1ã 0" :; 40 10.0 .t E ::J (J 20 5.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) ';,,", "pia~léil~'!Slz.II~I$trlt)"'tlón': ~I: ·..·"';,I·I"'~,!"', ,I",.:,i', ",' .'.,.." ,.".".,·1..", ,.1.' DI.....'....t,..',II" """"" I' ',"I" ·1" :..',:.".I"~,"'·.ght"o~,.,."",'',;.:,.,,'; '" '~".'v~: .,.' :,'""".,,',",':!' ':":'; .': r·.'I1' "·'~1:1· ~.," .'¡';,","'r~".!:.!.'~"'. ; rUS:Mø,h1,: " ""rl.,'.l"': 'i' ,I! .·rI111111,1 ""J;.I,~,I'.:" " Ie."" ",,, ,~Um.I" 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 VCrse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 .................... ········fiö············Ö·.Ö'3'3·1····..···ö:ä¡öö....··..··Ö:25··..·-·····Ö:ÖÖ·..··..······Ö:ÖÖ····· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 1.37 1.37 ........................... ·¡Ö·····...·.. Ö·. Ö·165····..·· ·Ö:¡2ÖÖ..····....1": 25.... .-..... 5:Ö·1·····..··..· ·6.'3ä····· Medium 45 0.0138 0.3500 1.50 9.23 15.61 Sand 50 0.0118 0.3000 1.75 11.42 27.03 60 0.0098 0.2500 2.00 10.39 37.42 ........................... ·7Ö..·........ Ö·.ÖÖä·3...·.....Ö :21·ÖÖ.......... 2: 25....· -.....:4: ös........ ...·¡1'.'¡ä.... Fine 80 0.0070 0.1770 2.50 5.57 47.05 Sand 100 0.0059 0.1490 2.75 3.25 50.30 120 0.0049 0.1250 3.00 2.30 52.60 .......................... ·1·¡Ö······..··· ·Ö. ÖÖ4·1··...··· ·Ö:rÖSÖ·.....··· ·3:25.... ·-·....:2:·1 Ö·....···.. ..s¡.·7Ö··.. V. Fine 170 0.0035 0.0880 3.50 2.15 56.85 Sand 200 0.0029 0.0740 3.75 2.06 58.91 230 0.0025 0.0625 4.00 1.85 60.76 270 0.0021 0.0530 4.25 1.69 62.45 325 0.0017 0.0440 4.50 0.83 63.28 Silt 400 0.0015 0.0370 4.75 1.67 64.95 450 0.0012 0.0310 5.00 1.75 66.70 500 0.0010 0.0250 5.25 2.82 69.52 635 0.0008 0.0200 5.50 1.86 71.38 0.0006 0.0156 6.00 3.60 74.98 0.0003 0.0078 7.00 8.34 83.32 0.0002 0.0039 8.00 5.95 89.27 0.0001 0.0020 9.00 4.31 93.58 0.0000 0.0010 10.00 3.09 96.67 Clay 0.0000 0.0005 11.00 1.85 98.52 0.0000 0.0002 12.00 1.02 99.54 0.0000 0.0001 13.00 0.41 99.95 0.0000 0.0001 14.00 0.05 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0 0.0001 0.0002 ,",'",,; i":$år,; h~:Sta~hn'CS;(fblk)"" 1.1: ":; :',"1. .·1 : . . : .': : .!:' .¡" ,'.';' :: I,' ".' I;" I: ,. '" , .'. ,':'..,:.;.... '" ,I.,.:~·{ ~ I,'.. ..... ," ..', . .ÞaramÖter¡,· ..' ,,' '.Tta~k" '".. '. ,Iriman'" ,., Mldl,n::, '.1 ,'::!".': '; "1,1;'" ",' Fi.i1:esand, sized!, (In) 0.0064 0.0064 0.0064 (mm) 0.1628 0.1628 0.1628 ,Mean:"..II'" . Vei'yfine,s8rid .slted: 0.00643 0.00194 0.00289 0.1634 0.0493 0.0734 (In) (mm) $Ql1lng . , '(.:V¡~Óðr . 4.570 0.137 2.681 Skewness' I' I . ,Strongly fine skewed. 0.419 0.920 0.621 KurtOsis Platykurtic 0.435 0.769 0.373 Component Percentages Gravel Sand I Slit I Clay 0.00 60.76 28.51 10.73 Slit + Clay 39.24 Percentile Particle Diameter [Weight, %] [In.] [mm] [phi] 5 0.01784 0.45302 1.14 10 0.01581 0.40160 1.32 16 0.01417 0.35991 1.47 25 0.01228 0.31190 1.68 40 0.00936 0.23765 2.07 50 0.00641 0.16275 2.62 75 0.00059 0.01493 6.07 84 0.00027 0.00675 7.21 90 0.00014 0.00348 8.17 95 0.00006 0.00151 9.37 ') ) . CareLBti BP Alaska M PS 161 Milne Point Field C.L. File #: 57111-103075 Sample ID : 5752.0 Sieve and Laser Particle Size Analysis 100 20.0 80 16.0 ~ 0 ..;' J: 60 12.0 'èft. OJ ~ ~ u c .~ CD ::J 1û tr "3 40 8.0 ! E u. ::J 0 20 4.0 o 4.0000 0.0 0.0001 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) 0.0002 Ii :'1, 'i~I' ' i,i: :~!':':I,·:·' , ,:I'P~··I:tICI,è, S. .1&.. ~J$, fl!, Ib,'~. t, It), ,d,.,I:I;.'~'II. ,', 1~':.''i'li',.1 'III'II!,:I:,,;,. ¡:II, ::I'li.II'I:II,I,'" '''' ':.,' nl. "'m Ü""': ,:' ",."1,1""',1' "";i.'.I"',I'I·''''.''1 '.' 1111'.1]. \,"".' I', " W...·.'I... h&"O~··.'11111·"I,I'I.I'" '1'1 ' II' I~'~" I"~III;' I I ,11"",1111,:" 'I l' ,:,1,1'1, " 'I, II' ,1",1 '1,·,"1: ,', II' , I'llif. wli"r"o ) ""Id,l itlJSM~sht II". 'i,·' II rh,:l ',.':, ." ,i.' ,. I 'I11m1': ,i I' II'i,'¡'::I'r ':,1,11"1" 'i,lllIncl~li:," :'1: i:lrUh1.1"! 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 VCrse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ........................... ·2·Ö······..··· Ö·:Ó'3·3·1·......··ö :ä¡öö..······.. Ö :25·..·· -.... ·ö: öö····..··... ..ö:öö··..· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 .........·....·............·¡ö...........ö·.ö·165·....·...ö:¡2öö..........:¡:25.....-.....ö·.Ö2..·....·.....Ö:Ö2..... Medium 45 0.0138 0.3500 1.50 0.99 1.01 Sand 50 0.0118 0.3000 1.75 3.59 4.60 60 0.0098 0.2500 2.00 7.00 11.60 ........................... ·7Õ..·....·... ·ó·.ööä'3..... ...·Ö:21"ÖÖ.........· 2 :25..... -..... 4:55....·... ·...1"6.'1"g...· Fine 80 0.0070 0.1770 2.50 9.85 26.00 Sand 100 0.0059 0.1490 2.75 8.72 34.72 120 0.0049 0.1250 3.00 6.04 40.76 ......................... ..1"¡Ö...·... ...Ö·.ÖÖ4·1...·..... ö: 1"ögö......·... 3:25..... -..... '3:5·3......·.... ·¡¡:29...· V. Fine 170 0.0035 0.0880 3.50 2.18 46.47 Sand 200 0.0029 0.0740 3.75 1.83 48.30 230 0.0025 0.0625 4.00 1.78 50.08 270 0.0021 0.0530 4.25 1.75 51.83 325 0.0017 0.0440 4.50 0.87 52.70 Silt 400 0.0015 0.0370 4.75 1.77 54.47 450 0.0012 0.0310 5.00 1.92 56.39 500 0.0010 0.0250 5.25 3.32 59.71 635 0.0008 0.0200 5.50 2.27 61.98 0.0006 0.0156 6.00 4.72 66.70 0.0003 0.0078 7.00 11.55 78.25 0.0002 0.0039 8.00 8.04 86.29 0.0001 0.0020 9.00 5.58 91.87 0.0000 0.0010 10.00 3.80 95.67 Clay 0.0000 0.0005 11.00 2.32 97.99 0.0000 0.0002 12.00 1.37 99.36 0.0000 0.0001 13.00 0.56 99.92 0.0000 0.0001 14.00 0.08 100.00 1,.'I'::,i.'I!'I'::: '1,:i,¡I::,¡:li,:!ii~I:'III:..',::!,'I'i'i!ili.1S~~llnglll:~t8t1.'$tI'cs.i(fòlk:~ill!,il,¡,::;I:::i:l¡1;I,I,!I,:¡!' ill",'. "', 'II ' ,', '.. ,"I', ' ", ""'" I ", I"" ' 'I" I' "".,, ., ", ".., ."'1, "',, '", " I 1.",1',:,"'1,11,::-111: d,;','·""::,': :,~,':' 1',,:,11'1 !¡-'Ii" :j':,: ,1',:11 ,I ,: " :f,;,',!,', ,I,i~ 11,1,)1,1 I';' '; ,""!: ,:):II;'III'~:' I}' :,I,:~II n. ~ ~,I,I: ~J' ,I ",I:I!I'~ :,1':,:"::. '.lli . ',.Parameterl' .." ':r.,,;tras (·"r'lnmtln ·,11.,1: '1I"blk:,.I' 'l\IIø~I'.ñ':'i~';::1 I !::: III: il:I 'i!'¡i"i:::li?i' ,!I::tl' i,'I! ::, :l,ii":·i,!:,I!'IY~rY'fI~e!~å~.è:(I'$ ~íe¡CI:II!~:¡;:: i'll i~I!I'!!; (In) 0.0025 0.0025 0.0025 (mm) 0.0648 0.0648 0.0648 M.i!1\ . . ",I'll ",',1:1',",'" 11"'1 0.00402 0.1020 , "SlIt'sjzed 0.00129 0.0327 0.00162 0.0411 (In) (mm) $Qtth1g "I;' 1,1'·.·.. .., . 4.671 ;¡',IY;POOi'I,·; 0.142 ,':11'1 il'lil 2.624 Skëwriess Strongly. flneskewei:i 0.645 0.644 0.400 Kurtosis Platykurtlc 0.427 0.740 0.360 Component Percentages GraVel Sand .1 Slit I Clay 0.00 50.08 36.21 13.71 Slit + Clay 49.92 Percentile [Weight, %] Particle Diameter [In.] [mm] [phi] 0.01175 0.01029 0.00907 0.00768 0.00538 0.00255 0.00035 0.00018 0.00010 0.00004 5 10 16 25 40 50 75 84 90 95 0.29841 0.26137 0.23039 0.19513 0.13662 0.06476 0.00894 0.00466 0.00259 0.00114 1.74 1.94 2.12 2.36 2.87 3.95 6.80 7.75 8.59 9.78 . Distribution precludes calculation of these statistical parameters  CøeI..Bb ) BP Alaska MPS 161 Milne Point Field Sieve and Laser Particle Size Analysis 100 ") C.L. File #: 57111-103075 Sample ID : 5783.0 20.0 80 16.0 ~ 0 .; .c 60 12.0 '#. C) ~ ~ CJ C ~ C\) ~ ¡ C" :; 40 8.0 ! E LL ~ 0 20 4.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) ",),r,'i, i"I'I:; ·,Ii,.' .., "'I,', ,'":På~!c~~'~I~~~~~.t'b~tlôl'~:i ":',:,';!""i:!"~ :I"'illl":~¡I',i: ",:',I,,;::'~\,'i I" ',''',i':' ',', ' "'11',,.,,1":"'1',", ...', , ·":,',q,ial1:l.ter,:';I,I!,II,I,":',I,,,I' "", '.ii: i' "",:,'1"',['" ,I'I ': "1,,,·1 :'I.:,.',I""",~B,I,.gMt,,!Vo1 ,".','1'"","1", "", : ~~",I':I;;: :","~: ,rÐ,S 'Meshl!,:'. ~, ',: ,:",1 ';1' "I':,·"JII1'~l·:;':'i: ,': :,: ,:II~,.':,':, rinmf,;:':' 'I: ::":',;f".'i~:¡ 1111:: ,,"'I"':"rÎhdl'~lm:, I,~ 1":':':"':JOtlm~~l,,I,I:i 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 VCrse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 .......................... ..2·Ö·......·... Ö·. Ö·33T·....... ö ..ä4ÖÖ.......... Ö :25..... -..... Ö:ös......·......ö ..öš..... Coarse 25 0.0280 0.7100 0.50 0.04 0.09 Sand 30 0.0232 0.5900 0.75 0.10 0.19 35 0.0197 0.5000 1.00 0.11 0.30 ·..·..···..··········..····¡Ö···..······Ö·..Ó·16S··....···Ö..42ÖÖ·····..··· :¡:25···..-·····Ö:·12···....······Ö..42·..·· Medium 45 0.0138 0.3500 1.50 0.14 0.56 Sand 50 0.0118 0.3000 1.75 0.18 0.74 60 0.0098 0.2500 2.00 0.19 0.93 ..·..·············..···....·7 ö..·..···.. ·Ö·.ÖÖä·3·..······ Ö.. 21"ÖÖ·....··..·2 :25···· .-..... ö:öä···..··....· ·1·"Ö 1····.. Fine 80 0.0070 0.1770 2.50 0.15 1.16 Sand 100 0.0059 0.1490 2.75 0.17 1.33 120 0.0049 0.1250 3.00 0.33 1.66 ......................... ..1·4Ö·······.. ..Ó·.ÖÖ4·1····.... ·Ö..rÖŠÖ·..····.. ·3:25··.. .-... ..Ö:s"j·......····· ·2..23".... V. Fine 170 0.0035 0.0880 3.50 0.89 3.12 Sand 200 0.0029 0.0740 3.75 1.17 4.29 230 0.0025 0.0625 4.00 1.42 5.71 270 0.0021 0.0530 4.25 1.97 7.68 325 0.0017 0.0440 4.50 1.33 9.01 Silt 400 0.0015 0.0370 4.75 3.47 12.48 450 0.0012 0.0310 5.00 4.64 17.12 500 0.0010 0.0250 5.25 8.79 25.91 635 0.0008 0.0200 5.50 6.29 32.20 0.0006 0.0156 6.00 11.95 44.15 0.0003 0.0078 7.00 19.94 64.09 0.0002 0.0039 8.00 11.53 75.62 0.0001 0.0020 9.00 8.41 84.03 0.0000 0.0010 10.00 6.91 90.94 Clay 0.0000 0.0005 11.00 4.84 95.78 0.0000 0.0002 12.00 2.90 98.68 0.0000 0.0001 13.00 1.16 99.84 0.0000 0.0001 14.00 0.16 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 1."I""i"'I""'I: I'; 1"I"il:¡":""I"i'i:""'I"""""I"li'I':S~Hlria'"Stìt ltl'CS:"I'lFôl~\' "1"''1'':'''''''''''''''': "'·"':"1',',':;", ""'1"':"""',' ;.::.:':li,;~:i:'::'::i::I:~II':::':'i':::":,::\I::\::'I'::'\::~I:'~::":: :1"'11:,:'1', :1' "I" I~'( I" I':' II ::-,,;.~ ~;" :, ': I:.' ",,' I \:~r "1 ',î~::;::\::":.' I::',:'¡,>:,:,?:';";I;,I,":::'::;':,::': ,I:~":':::,I:':: """."",,{.. .Ik, .,' il ".".""""",.',1' .,,1,., I ". ".,1,1..'.. ""...'..'...,.""..""" ",Ù .'.' 'I,' ...il. 'i" I ."111,'. .'.:.':' ",.. ",u,. 1,,1 '.". '" ' ,il",,'!~â~a'meter~il i'", i! "Tras~I"I';i'lrim!åni .',1","', I~dlkil':' .,: _~:~IÎ'~ ;I:!;': ii:!I\ :! ::'!:':;~I:!; :::::::;':::;:::'¡:-'::'!:::')::~i':;'},,;t!:I':::'~,:,;':':::~:: :'¡:':~:¡';::,; :::¡ i:;: '(':11:1:'::-:::, ::::':"$:lIt,¡:,.,~ød,:::: ¡,:¡1;,,~!!,!:!(,!( :':ti:)!:r:':¡;,:;,"¡: ~:i:¡!~ (In) 0.0005 0.0005 0.0005 (mm) 0.0124 0.0124 0.0124 MØä'ijl, I , 'i. :I"~~il'il'".:I,'ii','I·.·~·..:'; "1,: 1"'1·· ... ,.. ':,: I :,i" '..... ~',. ~.·i ~.I.lfäl~,d: I,... 'i;i i'ii' ': 'I' ,. " (In) 0.00060 0.00033 0.00038 (mm) 0.0153 0.0085 0.0096 I$ortl"å:"i,.:, "·"ii"I··· ill,.:,' 2.585 i.l>i:,M.'~óør' , 0.239 ,,;,.'11 " "I,i'I",' 2.096 Skewn.ess I ·'Fjnelyskewed " 0.828 0.492 0.278 Kurtósls Mesokurtic 0.250 0.701 1.050 Component. Percentages Gravel Sand I Slit I Clay 0.00 5.71 69.91 24.38 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 94.29 Particle Diameter [in.] [mm] [phi] 0.00275 0.00182 0.00139 0.00105 0.00067 0.00049 0.00016 0.00008 0.00004 0.00002 0.06992 0.04620 0.03541 0.02655 0.01703 0.01240 0.00397 0.00203 0.00109 0.00054 3.84 4.44 4.82 5.24 5.88 6.33 7.98 8.95 9.84 10.86 ) & CI:In!.1.Bb BP Alaska M PS 161 Milne Point Field Sieve and Laser Particle Size Analysis 100 ') C.L. File #: 57111-103075 Sample ID : 5797.0 20.0 80 16.0 ~ 0 :ë 60 12.0 ';}? C) .¡ ~ ~ c .~ CI) ::s 1ü 0" :; 40 8.0 e E u.. ::s 0 20 4.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) '\~:artlcl.e'SIU'Ii)I~~lbutl?n(:: ,:,:", ",'1,:,1". ,I"~,,, 1 1,'.,I:,',I"i','1 1'\ " I'.·. .", "I .,..: ..'1,'.· ·1,' ..,' ....... .. 1"Dlan'!~~'''''' ....'.'~":"',, :,;"'.', ,:":,:",1',: '."'I' ':·.:! ;"·:,·'I~!lght}Vo:"',,;I:,'::::1 I!· , ,.rUs Meshl,.' :":: .;;' nn,l':,'¡ I' ·.Itriml:'''''.' r'êbl',i,': ..' ,I (lOCU":¡I.,IIII. U::ufn\l' 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 on...................... ...2"ö..·....... ..Õ·.Ö33T·......·ö ~ä4ÖÖ..... .....Ö: 21r" ..-..... ö:Ö·Õ·...·..... "'Ö~Öö"''' Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 .......... .............. ····4Ö···········Ö·.Ö·165·········Ö~42"ÖÖ··....····1:25···.._·····Ö·.ÖÖ··..····..·..Ö~ÖÖ···.. Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.00 0.00 ·····..······...·········..·7Ö··..·······ö·.ööä3··....···Ö~2"1"ÖÖ ··..······2:25···.._·····Ö:ÖÖ....·······..Ö~ÖÖ····· Fine 80 0.0070 0.1770 2.50 0.00 0.00 Sand 100 0.0059 0.1490 2.75 0.14 0.14 120 0.0049 0.1250 3.00 1.88 2.02 ........................ ...14Ö·...·..... Ö·. ö·õ4T·... ....Ö ~1"ö5Ö.......... 3:25..... - .....5·.36.......... ...7."3'ä·...· V. Fine 170 0.0035 0.0880 3.50 8.22 15.60 Sand 200 0.0029 0.0740 3.75 8.71 24.31 230 0.0025 0.0625 4.00 7.11 31.42 270 0.0021 0.0530 4.25 4.89 36.31 325 0.0017 0.0440 4.50 1.81 38.12 Silt 400 0.0015 0.0370 4.75 3.06 41.18 450 0.0012 0.0310 5.00 2.97 44.15 500 0.0010 0.0250 5.25 4.81 48.96 635 0.0008 0.0200 5.50 3.18 52.14 0.0006 0.0156 6.00 6.20 58.34 0.0003 0.0078 7.00 14.24 72.58 0.0002 0.0039 8.00 9.55 82.13 0.0001 0.0020 9.00 6.69 88.82 0.0000 0.0010 10.00 4.97 93.79 Clay 0.0000 0.0005 11.00 3.29 97.08 0.0000 0.0002 12.00 1.99 99.07 0.0000 0.0001 13.00 0.82 99.89 0.0000 0.0001 14.00 0.11 100.00 . Distribution predudes calculation of these statistical parameters 0.0 0.0001 ,"'".: :.',,,,ii'¡,.' ,,: ','SoH;lnø,I.S~tlstlcs'(F~lk~'''ii:': 'I,ll' II' ;".' ¡"": I' I, I~,'.,,',.:I~III"I.".:, ::,,1..'111 I'~ ,," I,t~ 1:/1.,'.: ',;;1.:1,: 1,1'.'.,1,:1 ~ :,:",...,' "1""" ~1:1;.1'i.11,.';'1,.·.,'1,.., ,'.,,111"1:; '.' ':' ",,'~ 'I,. ,:, ¡ I.,,'.'.. '.. "",:"':.1..1:,,,1 "I,I I.'I~.' "I,ll '.:' : ,'PárâJnliltèr:', ':','", ,III 'l1:fØsk/ ¡i'.,I· "I';inrnån .::'.. ,!,""I'" Fblk· ,.'.,.. ~M¡:,~"ãði:'i':'~¡ !~:¡::i¡I,!¡'~:':,'::',\:,':\ :::¡:;:!;:i?/i :; t;;,,\'!I!!:(,,;:'.i":'::,~:,I'::!i:: '::~i::,':::¡ '!"I: " '!::; :)';:!/ :i:¡,: S:U~"i.'~Z~:,::,,: I':!':::¡ ;;', ,;';',1'\::) '!,:'l?:;:: (In) 0.0010 0.0010 0.0010 (mm) 0.0244 0.0244 0.0244 Nlean.I,I,"'," ,,:.1',1"'" 'I;.!'·' "1.,',,:\:'· ",Sllf~lzeC:t'I',',"" :', '.,': I,i (In) 0.00162 0.00068 0.00076 (mm) 0.0410 0.0173 0.0194 $0111"11..,' ";"";!':,::i,:::'::;; '·;1 .. , "I(,:'I:,,',¡"I ,:V;Poor:: 3.487 0.189 2.302 Skewl;I..8 Finely-skewed 0.892 0.560 0.288 Kurtosis PlatYkurtic 0.339 0.511 0.826 Component Percentages Gravel Sand 1 Slit I Clay 0.00 31.42 50.71 17.87 Percentile [Weight. 0/0] 5 10 16 25 40 50 75 84 90 95 Silt + Clay 68.58 Particle Diameter [in.] [mm] [phi] 0.00468 0.00411 0.00361 0.00298 0.00172 0.00096 0.00025 0.00013 0.00007 0.00003 0.11882 0.10434 0.09168 0.07582 0.04381 0.02439 0.00624 0.00328 0.00174 0.00077 3.07 3.26 3.45 3.72 4.51 5.36 7.33 8.25 9.17 10.34 ') .4\ CoreLab BP Alaska MPS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5808.9 Sieve and Laser Particle Size Analysis 100 15.0 80 12.0 ~ 0 ...;- .s:: 60 9.0 ~ C) 0 ~ ~ c: ~ Q) ::s ~ cr CIS e :; 40 6.0 E u.. ::s 0 20 3.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) "il,I',;~I,I", ".,' , I 'i: ,Þ~rtltleSIZé~blstrlþu.lon;"" !i',': ·"".~"II:: .·'lii'i:.,~~¡:,1 'I,':i" " ' " ",:.. ¡",~':', :','1.:'1,'.... '.",', ::.:', P. 'I, a" m..te., r..'." ..' :,' ~" ",' ,~, '.·!Ii'..'" r'~.'~ ··"',,".·.····1',, 'II~ ::.,:.""',V'J" e, 1,·.g..ht!y~II".{:1 : " ,,' rl:JS Mesht',' ',", ".~j n.1': i ~ ',I i.: ' r.ijlril~: ,:', ,~, I ! 1.1;',r ~~:1';iy I I,:' ,~, "~I rla~ ~tll '"~I I"i':,' ,rC'uó1~11 ii: 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ......................... ..·2"Ö........... Ö·:Ö·3·3T..·.....ö :ä4ÖÖ·......... Ö :25.....-.. "'Ö·. öö.......... ...ö:öö..... Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ... .... ... ··················¡Ö· ... ········Ö·:Ö·16S······..·Ö:42"ÖÖ········ ··1·:25..···_·····Ö~ÖÖ·......······Ö:ÖÖ·.... Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.10 0.10 ............ ........ ····..··:;Ö····· ..·....Ö·.öö'8·3·········Ö:2"1·ÖÖ··········2:25·...._·...·Ö~·1:r···········Ö.23····· Fine 80 0.0070 0.1770 2.50 0.39 0.62 Sand 100 0.0059 0.1490 2.75 0.49 1.11 120 0.0049 0.1250 3.00 0.73 1.84 ... .............. ..... ···..1·ð,·Ö········..·Ö·.ÖÖ4·1·········Ö:1·ÖSÖ·..····..·3:25··..·-·..·..1·.3'8·....···...··3:2"2"····· V. Fine 170 0.0035 0.0880 3.50 2.73 5.95 Sand 200 0.0029 0.0740 3.75 4.68 10.63 230 0.0025 0.0625 4.00 6.26 16.89 270 0.0021 0.0530 4.25 6.76 23.65 325 0.0017 0.0440 4.50 3.23 26.88 Silt 400 0.0015 0.0370 4.75 5.83 32.71 450 0.0012 0.0310 5.00 4.99 37.70 500 0.0010 0.0250 5.25 6.48 44.18 635 0.0008 0.0200 5.50 3.75 47.93 0.0006 0.0156 6.00 6.39 54.32 0.0003 0.0078 7.00 13.17 67.49 0.0002 0.0039 8.00 9.39 76.88 0.0001 0.0020 9.00 7.59 84.47 0.0000 0.0010 10.00 6.79 91.26 Clay 0.0000 0.0005 11.00 4.76 96.02 0.0000 0.0002 12.00 2.75 98.77 0.0000 0.0001 13.00 1.08 99.85 0.0000 0.0001 14.00 0.15 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0 0.0001 0.0002 '(' I': ',"I,,',. :1;;::,1 ::iISbttlna$tItlstlts'(FoIIO,:'" ..'.' , ,".:":,' ,.'" '. " ,I ",,'" '1"'\'111 ".' ..,,' ",I' ".,,11"'.' "'11' :"'~~'" "", ,."" """'.' 'I' """ ',.. ,'," ," " 1,'11 ~ I".' ",".' ': 1;·i.:;I~:'III"I::I:,I,'::'II.;;ÎI:·,I'i":::,~I,,;'::/;':';,,:':1::' :"I,II',.I,:~~:il:;1 ", ::',";;"',,:1, 'I'll .:'",i::'\':'i:,,'(:"':,II' 11:1,1 ,; I",;~,"',::,:,',' ,!,::'II: ",I.,: ,',·Aar8meter",".',.,": """"'I,tnlsk 'I,." ,'Inman,,,:;," ,','! 'II folk". , Median 'I (In) 00008 (mm) 0.0192 Slit sized Ü.0008 00008 0.0192 0.0192 M.á~:.¡!, ';:"i',.;,,:~I:IJi," ".I.i,.(!ii:I'Sllt,.sÎzedi'i.,·i' !" (In) 0.00110 0.00046 0.00055 (mm) 0.0280 0.0118 0.0139 Sorthtgl': I,' :1 ' ,;'" ~V¡ POQr; , Iii! 3.433 0.179 2.367 Skewness Strongly fine skewed 0.781 0.554 0.327 Kurtosis Platykurtic 0.498 0.856 0.304 Component Percentages Gravel Sand 1 Slit I Clay 0.00 16.89 59.99 23.12 Slit + Clay 83.11 Percentile Particle Diameter [Weight, 0/0] [in.] [mm] [phi] 5 0.00385 0.09770 3.36 10 0.00310 0.07881 3.67 16 0.00259 0.06587 3.92 25 0.00203 0.05156 4.28 40 0.00122 0.03095 5.01 50 0.00076 0.01924 5.70 75 0.00017 0.00438 7.84 84 0.00008 0.00211 8.89 90 0.00004 0.00113 9.79 95 0.00002 0.00056 10.79 ) Ai eøeLatÏ BP Alaska MPS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5877.0 Sieve and Laser Particle Size Analysis 100 35.0 80 28.0 ~ 0 :ë 60 21.0 '#. 0) ~ ~ c CI) CI) > ::J :¡:; 0' cu 14.0 Æ "5 40 E ::J 0 20 7.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) ,,". . . ¡I,: ,',:., ',I'II:iR~n:lcl,eiSI~,'ØistrlbutlC)n;I"i': ,( ,I," .11·::" ::"I,:I{'I'I ii:,I",'I,'I,:I,','/' 1'<, . ,I,': '! ',,',". ",.. 'Qiam'ete(i 'i. ".'."",:,::::;: ,'1':.\'. ...:"" :,':"I,i,li '11"'·."'i'I''!V~lgl:tt;o/~!~'II'''': 'I. "rt:Js 'Mè,hl:' ' ,...:. .,.: ~nrMI",,'. rmn-hl,."I,", r:.:,lll,l: ,i".lrlncU .:,'i"I".:, rcåri1'.t', 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 .................. ··········~iò····.. ·······Ó·..ó'3·;3·1..····..·ö..ä¡öö······....Ö:25···..-..···ö·. ÖÖ·..··..···...Ö..ÖÖ·..·· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.68 0.68 ........................... ·¡Ö·····..·.. ·Ö·. Ö·16S.....· "·Ö ..¡2ÖÖ·....·..··:;: 25·.... -.....s: ·1ä·......···.. ·š..äs··..· Medium 45 0.0138 0.3500 1.50 12.16 18.02 Sand 50 0.0118 0.3000 1.75 16.78 34.80 60 0.0098 0.2500 2.00 16.18 50.98 ......................... ...7·Ö........ ·...ó·.ööä·j...· ...·Ö "21· ÖÖ.........· 2:25..... -·...·6·.'31.......... ..Š7..29...· Fine 80 0.0070 0.1770 2.50 8.00 65.29 Sand 100 0.0059 0.1490 2.75 3.42 68.71 120 0.0049 0.1250 3.00 1.53 70.24 .......................... ·1·¡Ö····..···· Ö·.ÖÖ41·········Ö ..rÖŠÖ·····..·· ·3:25··..·_··....1:'3·1..··..·..·· ·71·..ŠŠ··.. V. Fine 170 0.0035 0.0880 3.50 1.48 73.03 Sand 200 0.0029 0.0740 3.75 1.37 74.40 230 0.0025 0.0625 4.00 1.12 75.52 270 0.0021 0.0530 4.25 0.95 76.47 325 0.0017 0.0440 4.50 0.43 76.90 Silt 400 0.0015 0.0370 4.75 0.82 77.72 450 0.0012 0.0310 5.00 0.87 78.59 500 0.0010 0.0250 5.25 1.49 80.08 635 O.OOOS 0.0200 5.50 0.96 81.04 0.0006 0.0156 6.00 1.84 82.88 0.0003 0.0078 7.00 5.75 88.63 0.0002 0.0039 8.00 4.24 92.87 0.0001 0.0020 9.00 2.74 95.61 0.0000 0.0010 10.00 1.80 97.41 Clay 0.0000 0.0005 11.00 1.28 98.69 0.0000 0.0002 12.00 0.87 99.56 0.0000 0.0001 13.00 0.39 99.95 0.0000 0.0001 14.00 0.05 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 ~·'I""'I.'::" ·"I.,",$ór;:lt"lp$Ulti!ltlbti.( :~.lk)·· ,. :',i' I~,.i ::,:':,,¡:I,:, ':"~I;';i¡;:;':"1 :,III:I:'!""I:/:',:I;:';,i:il',~11 'li':;~;'ii,il:,;:,I¡"I:,I:~:,:':,','I;:;IIIIII"i" :',:,: :111,',1'1,,>,',;:,1; 11':" '1:;:;11'". I,': ; ;"1';'" ':",; :'1',:';:'" ':!I ~.;:, ,i':I\ I IF!årämeter"'1 , .. .I'J "II'Ttask':."!,· ,Ioma:....,: "I",' : ." .. :,:J;::olk')I.1 . , Mèi:Uin,:,'III:,':.,,:',i . ,,::1:1':' :I,.};::';'M'dlum ¡s~:~dsl~ed"":: ,.,I'!:, (In) 0.0100 0.0100 0.0100 (mm) 0.2546 0.2546 0.2546 M.a." I.:,,:'! .·,'·.1(::.,'1:::11, "il:li":··· .....:¡. ,!Vøry.:fI".'..nCl:$lzêd.·'·,'...····I····:··, (In) 0.00797 0.00271 0.00419 (mm) 0.2025 0.0688 0.1065 $ø~I'n:g'i 1'1'1.'1~!·:;,':!.,':'¡1' Skewn..& Kurtosis I:,' ,:',V. .POOI: 2.186 0.185 2.358 Strongly f nèskew8d 0.602 1.216 0.781 0.332 Lepokurtlc 0.546 1.368 Component Percentages Gravel Sand I Slit I Clay 0.00 75.52 17.35 7.13 Percentile [Weight. %] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 24.48 Particle Diameter [In.] [mm] [phi] 0.01752 0.01593 0.01465 0.01319 0.01125 0.01002 0.00276 0.00050 0.00024 0.00009 0.44498 0.40466 0.37220 0.33490 0.28580 0.25463 0.07009 0.01273 0.00599 0.00241 1.17 1.31 1.43 1.58 1.81 1.97 3.83 6.30 7.38 8.70 ) .. CØelBb BP Alaska M PS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5881.0 Sieve and Laser Particle Size Analysis 100 40.0 80 32.0 ~ 0 .... .c 60 24.0 ';fl C) ~ ~ c .~ CI) ::::I ,; 0" "3 40 16.0 J: E ::::I 0 20 8.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) ,.; . ',.1, :1,~ 1rtl~I.'SI~,DI'~~U)U~IOtl,~;II¡lil:.' ~'II' ~··.·i I"I,~':I:~I,II' liil,II~",i\'II," i,"'. '. ",1:1.' 'II, ,'il;lö:llll,il' '~I~I,;;I::'I ,·.,liD'¡('!'.~t, ,,'::i I,I~<~",;: :"1':"':'1,,'1 (,I:'::" ::';""'1 "·'i·'I;· "I.I',^,,~,II)~~':%,I.....I\;::.I,\' ," ,',' .:.' ir $liM"u~hl ,'I'. ·:II'rln.lIll, .'1 I '~,I."rlijmllll.I'I, 11"I,liriCliI,l, II' ,',':I,'I,·lrlo~tll'I' 1,',I.III'~auffi'~J,~1 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 .... '". '" '". '". '" '"... '" '" '"2·Ö·· '".. '"... Ö·.Ö"3·3·1········ ·ö:Š¡öö·········· Ö :25··..· -..... Ö·. ÖÖ·..·····..· ..ö:öö····· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.60 0.60 ........................... ·4Ò·..·..···..· ·Ò·. Ö·165···...... Ö:¡2ÖÖ···..···· "1":25..... -... ..5·.21..·········· ·Š:Š1····.. Medium 45 0.0138 0.3500 1.50 12.69 18.50 Sand 50 0.0118 0.3000 1.75 17.70 36.20 60 0.0098 0.2500 2.00 16.91 53.11 '"........... m......... m7Ö........... Ö·.'ÒÖä·3·..... "'Ö.'21" ÖÖ.......... 2: 25 .....-... '"6:5Ö..·... ......Š9:6'1"...· Fine 80 0.0070 0.1770 2.50 8.02 67.63 Sand 100 0.0059 0.1490 2.75 3.27 70.90 120 0.0049 0.1250 3.00 1.51 72.41 '".......... m........... T4Ö' m...... ö·.öö4·1"..... ...Ö: 1"ÖŠÖ.........· 3:25..... -.. ...·1:42..... ...... ·73':Š3'.... V. Fine 170 0.0035 0.0880 3.50 1.62 75.45 Sand 200 0.0029 0.0740 3.75 1.42 76.87 230 0.0025 0.0625 4.00 1.13 78.00 270 0.0021 0.0530 4.25 0.94 78.94 325 0.0017 0.0440 4.50 0.43 79.37 Silt 400 0.0015 0.0370 4.75 0.81 80.18 450 0.0012 0.0310 5.00 0.85 81.03 500 0.0010 0.0250 5.25 1.39 82.42 635 0.0008 0.0200 5.50 0.89 83.31 0.0006 0.0156 6.00 1.84 85.15 0.0003 0.0078 7.00 5.36 90.51 0.0002 0.0039 8.00 3.71 94.22 0.0001 0.0020 9.00 2.34 96.56 0.0000 0.0010 10.00 1.50 98.06 Clay 0.0000 0.0005 11.00 0.99 99.05 0.0000 0.0002 12.00 0.64 99.69 0.0000 0.0001 13.00 0.27 99.96 0.0000 0.0001 14.00 0.04 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0 0.0001 0.0002 ; ,',', I'I,;,',!I:I.':,' 'ìl¡ii'I... ~I,:'I, il'. 'i'I"S~ItI. :Ii.a'Stät. I.,'ti. ts".~Fijlk),li.",',I·.,.,:',:.'.' ,I:. I",.·' ,'I',:" I 1",1,11;,. ,I. I' ,'I ~ ,'-', 'I ,",,',' I <ì;::~ 11:1' ,',I ,,'I i",' I I ,':, I ," I , '1,'1 ",1,1' \ ,"I',' II" I, I' ',,; 'I',' ,,' III', : I' I, I ,>:!,I'I ::.'~;III.I.'I~,~II,I:I:I;,.I"'I::I;;I,III'I':11,;:""1:",1,:11.".1:1,::' 1:,',"'1: I 1,1, :":I'! 1"1 ", ';:";":: :;.',.'I!" I",: '1.',";1"::' ,:,I:":I::'I:~"':,IIII, I, 1'1,:,1,1:" :.~'"' ,1:::1 ;'111;' I 1",1 Illj:'I,I' :'.';11,1' ;: "I"'I,I",),I~ai"amét.r, ';' ','I 1.1 '·'ITtåSkli"" ,Inmanl ' 'i ·1, II' i,ll~d k I,,, ,; MR'là"::~I,;:;::¡':!':!:!i'i::;:~; !:::~::::¡;::,:i!i¡;:!:!:;;:~: 1:"!;:,:;)¡,!!'!:::'~,¡I':::'~!~::~!i:~::I!':i!:,I::~:li¡:!',::i::I::!:~I'!: ':':IIM_:(J'~ um::!llij:êl"ld':lì~,~'~~Q:,liL:'ì¡~'!i li::1 ;!"::i;:I!:::;!:!:'i'::i;:!, ::;::': (In) 0.0103 0.0103 0.0103 (mm) 0.2609 0.2609 0.2609 Nløh.: ·;,,'II;!:!II~,i;!."illll'i'.I'i 11;,i,I·......ii'¡;:..;'.:.,.v.~if ne¡,.ån( .s:I~ø(l,li:1 i!;;I'i (In) 0.00857 0.00328 0.00480 (mm) 0.2177 0.0834 0.1219 Sorting:; ,,".'. . I'"IJ !;!' ,.v'. :»qor i,'; 0.223 2.161 1.864 Skev,r;¡.ss I: strongly'flné skeWed 0.695 1.288 0.772 Kurtosis VelY leptokurtlc 0.303 0.643 1.623 Component Percentages Gravel Sand 1 Slit I Clay 0.00 78.00 16.22 5.78 Slit + Clay 22.00 Percentile Particle Diameter [Weight, %] [In.] [mm] [ph I] 5 0.01749 0.44422 1.17 10 0.01596 0.40530 1.30 16 0.01472 0.37399 1.42 25 0.01331 0.33808 1.56 40 0.01144 0.29066 1.78 50 0.01027 0.26093 1.94 75 0.00383 0.09729 3.36 84 0.00073 0.01858 5.75 90 0.00031 0.00778 7.01 95 0.00013 0.00320 8.29 )  CureLaI:Ï BP Alaska M PS 161 Milne Point Field C.L. File #: 57111-103075 Sample ID : 5885.0 Sieve and Laser Particle Size Analysis 100 25.0 80 20.0 ~ 0 :ë 60 15.0 '¡f!. œ ~ ~ CJ C .~ II> ::I 1ã 0- 'S 40 10.0 .t E ::I 0 20 5.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) .. ,. \ .....~ ,:"" 1',IPårtlcl:e:Slzø!,Diåfrn)utlón .. 1'1, '..I,,;,I""\'I"I'iI~.'I"I.!,\'I' '~"'I:'" ,', ...... "Ii ..... .. .... ... ...' 11:,.Dlå~,~e,ri",'~I!I'I.II:':'I¡""I:lil'l:ill"'··.'.',! 'I ,I,!';.: 'l,«elght":Y~.ii"" I"" 'I·' 'n~SMøshl···i .'. ,I'i~:fin;r '1·. .....' 1 r'hJrI111 I ,,', ", II "1" f'.ti~,"" \ II>.. nrl~I~11':,i,.· ,11~·:rc~m::ll':, 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ......................... ...:2"ö........... Ö·. Ö"3·;3·1..'..·..·Ö :ä4ÖÖ" ........ ö :25..... -.... ·ö: öö....·.... ...·Ö:Öö..... Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 .,.,......,.".,..,.,.,." ·¡ö·"·'·'·..' Ö'.Ö'165·'·'·'· ..Ö:4:2"ÖÖ·....·,·, ·1·: 25..·.. -..'·'·1: ö'f'·'·'··,·.. ·1· :Ö1'·'·'· Medium 45 0.0138 0.3500 1.50 4.49 5.50 Sand 50 0.0118 0.3000 1.75 9.32 14.82 60 0.0098 0.2500 2.00 12.69 27.51 ........................... '7Ö......·..... ·ö·:õöä"3.........ö ::2"1·ÖÖ.........' 2 :25.....-....·6·.5·1"" ...... no ·34:Ö:2"...' Fine 80 0.0070 0.1770 2.50 11.01 45.03 Sand 100 0.0059 0.1490 2.75 6.90 51.93 120 0.0049 0.1250 3.00 3.45 55.38 .,.,..,.,.,.,.,.,.,.,'..., ·1¡Ö"·",··, ·Ö·.ÖÖ¡·1·'··'·'·' Ö: 1·ÖSÖ'·'·'·.... :3:25·'.. .-.,... 'f.ä';3'·'·'·'·..· 's7.':2"1".... V. Fine 170 0.0035 0.0880 3.50 1.62 58.83 Sand 200 0.0029 0.0740 3.75 1.77 60.60 230 0.0025 0.0625 4.00 1.74 62.34 270 0.0021 0.0530 4.25 1.62 63.96 325 0.0017 0.0440 4.50 0.76 64.72 Silt 400 0.0015 0.0370 4.75 1.45 66.17 450 0.0012 0.0310 5.00 1.51 67.68 500 0.0010 0.0250 5.25 2.54 70.22 635 0.0008 0.0200 5.50 1.66 71.88 0.0006 0.0156 6.00 3.27 75.15 0.0003 0.0078 7.00 8.80 83.95 0.0002 0.0039 8.00 6.18 90.13 0.0001 0.0020 9.00 4.07 94.20 0.0000 0.0010 10.00 2.66 96.86 Clay 0.0000 0.0005 11.00 1.64 98.50 0.0000 0.0002 12.00 1.02 99.52 0.0000 0.0001 13.00 0.42 99.94 0.0000 0.0001 14.00 0.06 100.00 . Distribution prectudes calculation of these statistical parameters 0.0010 0.0 0.0001 0.0002 11.,1'11"". .." ;,'.,11',1'.,1. :StI~lh~Stitlstlcs'JFøllt)1 ., ,~' I, ,.'1".1,.""".".1":,1,.', "".;II,'II:I":""::.~';..II':"""":"";'il,."11 :.:.",,'1,',"':.' II":,:II~: :',:":~':"I~I' ,I"",.. ,1'1,:1:1;;' 1:lr,~. '::,'1,1:.:''1':'1 :';II!' ~ ': ,.,'1.,1':'" I I III II II III ',;!"I'i Þaräm'ter,:I,,·,i,I'lii'."'T~sfc"'I"i!I'nm;'n.··I.' I '1;1011< I , M':(tI',~~O,'): li:!I:i:i: :::/11 !~'II:::¡¡ "¡:~:i?: :I:~:';"':'~I i: :;'i\¡¡':¡:::I::!;i: I,::!::: I:':;::\;:':::,::'¡: I,:!':I J!:'I¡ ~, :::: i~~he:;¡'~Q"'~:i:~:I~"d:..:,:!,:!t:::!'i:·::·::lil ;'::~:::'::;i,:::i:::':,:::::! ';" I (In) 0.0067 0.0067 0.0067 (mm) 0.1696 0.1696 0.1696 \M.a~',';"", ,I; (In) (mm) , "'I.',",,·· ',' I, \ler¥flne .arid~'81Z:edl i 0.00543 0.00182 0.00281 0.1380 0.0462 0.0713 $.ijnh\g.:: ;i.I;' '···.1.';' II',i, 4.142 ,··..yJ·.~Qor!..··· ,···.,.·,1',·. 0.156 2.520 S~eyJheS8 . II Strongly flhe 'skewëd 0.371 1.032 0.706 Kurtbsls Platykurtlc 0.449 0.777 0.378 Component Percentages Gravel Sand I Slit' I Clay 0.00 62.34 27.79 9.87 Slit + Clay 37.66 Percentile Particle Diameter [Weight, %] [In.] [mm] [phi] 5 0.01450 0.36819 1.44 10 0.01293 0.32838 1.61 16 0.01168 0.29675 1.75 25 0.01026 0.26072 1.94 40 0.00825 0.20961 2.25 50 0.00668 0.16958 2.56 75 0.00060 0.01520 6.04 84 0.00028 0.00719 7.12 90 0.00015 0.00388 8.01 95 0.00007 0.00168 9.22 ') . tø'eLaI::Ì BP Alaska MPS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5944.9 Sieve and Laser Particle Size Analysis 100 20.0 80 16.0 ~ 0 ::ë 60 12.0 ';fl en ~ ~ CJ C CI) CI) .~ :s 1ã C" :; 40 8.0 ! E LL :s 0 20 4.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) "'~.': ' ',""1,:,', J "1'::"" r~álticl:e.SIZ:è ,Ðlsb:'lbutiDn"III,'I'"I",'r,II"I,",:~I",',i'II'11,1:,::",,,,,,11',,,,,,,, ,: ',I. ,,",,' ·\,1' i¡'I'.I"1 PI lm~~et,.1 ·,I"~:':"'I"':';':':I".:;"'.li.:':"I:,r"I'1 '11,¡",i.IW~¡Qh~I',¥oil:II"I"I", ' , 1.llltlis lIIIéstlf,:, :'1· ,:1,11"":(111:1,1, 1 ., 1"':'::Jlrlm1l': ,::,, ,,' :II:'r'cb;l~:\:,I}; '::,::"¡'riJ'l~i~1:'~1 "'I:"tê~~:11",:I 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 VCrse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ........................... ·:2'Ö·....·..... Ö·. Ö·33T........ö ~ä¡öö..... .....ö: 25·...' -...., ö: öö" ......... "ö~öö"''' Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ........................... ¡ö........... Ö·.Ö·16"5........· ö ~¡2ÖÖ.....·.... 1: 25..... -..... ö:öö·...·...... "Ö~Öö"'" Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.00 0.00 ........................... ·7"Ö........... ·Ó':ÓÖä·3......... ö ~2rÖÖ"'''''''' 2: 25..... -..... Ö'. öö·...·........ Ö~Öö"'" Fine 80 0.0070 0.1770 2.50 0.06 0.06 Sand 100 0.0059 0.1490 2.75 0.88 0.94 120 0.0049 0.1250 3.00 2.80 3.74 ",..,..,.,.....,..,.".,. ·1·¡Ö··'·..··'· Ö·. ·6·Ó4·1·'·'.... ·ö~ 1 'Ö5Ö....'·.... 3:25·'''·-'·'' ·"5'.·16....·..·.... ·ä."iiö'.... V. Fine 170 0.0035 0.0880 3.50 7.14 16.04 Sand 200 0.0029 0.0740 3.75 8.06 24.10 230 0.0025 0.0625 4.00 7.53 31.63 270 0.0021 0.0530 4.25 6.14 37.77 325 0.0017 0.0440 4.50 2.53 40.30 Silt 400 0.0015 0.0370 4.75 4.22 44.52 450 0.0012 0.0310 5.00 3.64 48.16 500 0.0010 0.0250 5.25 5.41 53.57 635 0.0008 0.0200 5.50 3.33 56.90 0.0006 0.0156 6.00 5.58 62.48 0.0003 0.0078 7.00 13.32 75.80 0.0002 0.0039 8.00 8.63 84.43 0.0001 0.0020 9.00 5.97 90.40 0.0000 0.0010 10.00 4.46 94.86 Clay 0.0000 0.0005 11.00 2.81 97.67 0.0000 0.0002 12.00 1.61 99.28 0.0000 0.0001 13.00 0.63 99.91 0.0000 0.0001 14.00 0.09 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0 0.0001 :lilil,'i:"I:I'I::'I"I.,::I!I'.'::lii:,",¡:!}':,"I!\"i$PrtlnijiiStãtiitiCSII( ii!QI ()':.I'i:I~!¡I!"IIIi:I'lli::1;:i:~:'I:I'!II::::"llii ':, 1,'1"1" " II"· .., I ','I' '." I', ",I·, I" ,', ,.::, \",.. ',I':' I ,,,'I',;'" ., "'" ··1·,,'·,· ""'I'""" :' ;1'11,"::': ,I'll, '1'11;1 i'1i ~::;:,I:!,I":II :I;~I,II:I!':I,:'I':II", ;:'1"1' ,1,\ '1"'1'1"'1,1":"1:[" ,1'1".:":,1:, I I· ,.1::' :.'" 'III"II,~'~,'"",\,II ::!II"I\I":.I'"I,':",,, ,':,;:',,: :",:', "I,II!',',¡I' I',;i 111,~":'I'I',~åramêtèl', ',II'I'¡,~ "'I:'~I':rråskl:',,':,I.llnm'an ,;1,.. ,'1'11'''',1 F;oUc' , ,I ",' _ea~:.Iî::i:'::! !:,::'r~r!::i':I:I'::!;:!';;:!:1¡1,:::I::!;:!'I¡":::¡:!:,; i !:,il:!,!;:i !I{~:!': ,:::!'¡:¡;::¡ !::!¡f!,r:I,:;':':;:;i:l:::i:,!:'!:! ; :$il:':':,.:~iø'a':!/:~::';:::: 1!';:::::!'II:i~:: ': 1¡¡:¡I:¡':if:;'i(:'¡ !:'!';:';::;:'!:':::; (In) 0.0012 0.0012 0.0012 (mm) 0.0309 0.0309 0.0309 ~ë,n.: III !!"II :,,': ;,:'r; 1 ¡;,':,:' I:';!:': ¡ I; 'i'll; ',(::: i,i, ::Ii)': i::, I !,r¡::,';',I;:: ',"::: ,:,!~:i':" :' I" :1"; ',:" '::sut,,"slzltdl", ':';" 'I I I" 'I, i':: ¡ (In) 0.00164 0.00075 0.00088 (mm) 0.0415 0.0192 0.0225 $or¡ting..·.'I...~.,', I"······ Skewness Kurtosis I,.: ' , , "V¡·~OQ~" 3.154 0.207 2.207 ... Strongly fine skewed 0.774 0.660 0.364 0.321 PlatYkurtic 0.555 0.874 Component Percentages Gravel Sand I Slit I Clay 0.00 31.63 52.80 15.57 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 68.37 Particle Diameter [In.] [mm] [phi] 0.00499 0.00424 0.00364 0.00297 0.00195 0.00122 0.00030 0.00016 0.00008 0.00004 0.12663 0.10772 0.09249 0.07548 0.04940 0.03092 0.00759 0.00397 0.00213 0.00095 2.98 3.21 3.43 3.73 4.34 5.02 7.04 7.98 8.88 10.05 . Cøre,Lab ) BP Alaska MPS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 5955.9 Sieve and Laser Particle Size Analysis 100 20.0 80 16.0 ~ 0 :ë 60 12.0 '#. 0) ~ ~ c .~ G) ~ iã 0" "5 40 8.0 e E LL. ~ U 20 4.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) , ",~å~lcle~Slz'IO~stt~butibn' '1~"l~III.' I"~: ,~I ','1"'.",:,,1:11.,1, ."'i'.",I;I,:I"II,llI, " ;1: '. QI~m'-ter""\,I" ,1'1 'I "",Ir, I'" ,',1'11, il ,·'1','" "I:' ,:,"I,',W,I~~~.lo/O ,.,1 ,I.'.' ,"I, ',I Ifln;r:.,':':', ,Ifmml! ,1"'::, ':r '.,1,111': 11",: rÎrttl~ll; ':'! ':"fculri:J', I 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 VCrse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ......... ......... ....... ···2Ö·..·· ·....·Ö·.Ö·3·3·1·..·· ·..·ö:ä4öö···..··..·Ö:2S·····-···..Ö·.ÖÖ······..··· ··Ö:ÖÖ···.. Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ............ ················;,,·Ö····· ······Ö·.Ö·16S··..··· ··Ö:4:iÖÖ···......·1·:2S....·_·····Ö~ÖÖ··..··..·..··Ö:ÖÖ·..·· Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.00 0.00 ·...·..·............·......·7'Ö...·.......Ö:ÖÕå·3......·..Ö."21·ÖÖ.........·2:25....·-.....Ö·.ÖÖ...·...·.....Ö:ÖÖ..... Fine 80 0.0070 0.1770 2.50 0.00 0.00 Sand 100 0.0059 0.1490 2.75 0.03 0.03 120 0.0049 0.1250 3.00 0.54 0.57 ......................... ..14Ö·········· ·Ó·.ö·ó4T..··.... Ö: 1·Ö5Ö......··· ·3:25···.. -.... ·'2·.·13········..· ..:i:7'ö····· V. Fine 170 0.0035 0.0880 3.50 4.77 7.47 Sand 200 0.0029 0.0740 3.75 7.35 14.82 230 0.0025 0.0625 4.00 8.41 23.23 270 0.0021 0.0530 4.25 7.64 30.87 325 0.0017 0.0440 4.50 3.23 34.10 Silt 400 0.0015 0.0370 4.75 5.35 39.45 450 0.0012 0.0310 5.00 4.46 43.91 500 0.0010 0.0250 5.25 6.32 50.23 635 0.0008 0.0200 5.50 3.70 53.93 0.0006 0.0156 6.00 5.82 59.75 0.0003 0.0078 7.00 13.57 73.32 0.0002 0.0039 8.00 9.01 82.33 0.0001 0.0020 9.00 6.57 88.90 0.0000 0.0010 10.00 5.20 94.10 Clay 0.0000 0.0005 11.00 3.28 97.38 0.0000 0.0002 12.00 1.82 99.20 0.0000 0.0001 13.00 0.70 99.90 0.0000 0.0001 14.00 0.10 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 1!III'i'II:.'I".¡::!I:II:.' <" ISoi:tllnÖ"$tåth~tlcsll(FQlk\1 'I ",1 I ',1111'111 \""""'",'","""1 '1"'1'1'" I\"~ " \ ,f I I \ ",I '" ,\'I,I""'I':,¡'Y~llllli I,': ': ',:"'1' I I I"', ',' I, ,I ,I I II' I ,I' 1,1 I I 111F1'.tamfiltet'l I I ;r't~~k'l I I Inman I ;11 Folk ' Me:Ølañl':::;i: ::I;:{¡,!;'¡':: i:i!,'; :::1 ~:;'; I':!:,:'i,!:"'!:!:,::-;:::: i¡: ~r': :l:I:\!;: ':';;::;:i ¡,:; j,: 'i ~¡,¡:~: :::I:¡ :1,; ¡';'~I': ;l:: :~:nlfl':¡'lz_:d\¡:i::~;¡:~,:,:~\i! !:':~::,:,ill:':; :¡II:I:":' ¡<:¡'I,;¡:¡::!;~::' 1(1':' (In) 0.0010 0.0010 0.0010 (mm) 0.0261 0.0261 0.0261 M¡å~:!II'.'I:;I"I::'III,I"'li;!11 ' III::', 111."1' 'I' ,'$lIt'_lzød,II.'I~I:i.1 (In) 0.00134 0.00062 0.00073 (mm) 0.0341 0.0158 0.0187 $o"':lrig;,., SkeWl;løss Kurtosis 3.084 "Y.,Pøo~ "~I .', 0.210 2.175 I, Strongly fine skewed, .'1 0.767 0.675 0.381 0.326 Platykurtlc 0.537 0.873 Component Percentages Gravel Sa,nd I Slit· I Clay 0.00 23.23 59.10 17.67 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 76.77 Particle Diameter [in.] [mm] [phi] 0.00395 0.00340 0.00296 0.00243 0.00157 0.00103 0.00026 0.00013 0.00007 0.00003 0.10028 0.08645 0.07514 0.06173 0.03987 0.02611 0.00649 0.00331 0.00177 0.00083 3.32 3.53 3.73 4.02 4.65 5.26 7.27 8.24 9.14 10.24 ) . Carelab BP Alaska M PS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 6082.9 Sieve and Laser Particle Size Analysis 100 35.0 80 28.0 ~ 0 ~ 60 21.0 ';ft C) ~ ~ c ~ CI) ::s :¡:; C' ca 14.0 £ "3 40 E ::s 0 20 7.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) i···· I. ... :,:';1, ...; ,::'." 'II',,' P~rtlcl:e,Slze,Dist~lbutjQR:\II,..",: i,' I '1'1·. 'I·" :"1:),,,,1,'::,'1:'.111;"'1; '. .. ,....'. ... :.1·:. ,... ..,'"....,...:... .,..".,. ';:.D,I,n1e~er. ·'i ... ...": ',., .... ·.·1"',,' 1'1,",.,1"...,.,,"1,';.,"":.:1.....'/ iW~fgh~.~o:':';:':i':'''' ,',i ·'.1 ,'I rUSMe¡¡¡tll,:1 i,i"i,' rl,"¡l',:"'i""rm~l",' :i,',: [1.11;,::,'::';'1 ;"n~clh ';:'II":;;.tt'ilIm':l"1 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 VCrse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ····..·..···················2·Ö···..··· "·Ö·.Õ33·1"'·'·' ..··ö:ä¡öö..········Ö:25·····-··..·Ö:·ÒÖ·····..····..Ö:ÖÖ··· Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ........................... ·4·Ö···..·....· Ö·.Ö·165·....··· ·Ö:¡2ÖÖ......····:¡ :25·..· .-... ..ö:öö·······...·· ·Ö:ÖÖ·'·'· Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.00 0.00 .......................... ..7Ö·....·..··· Ö·:ÖÖä·3'·'·'··'· Ö:2 1"ÖÖ"··'·'·" 2: 25'·'" -..... ö: öö·'··'''·''·'' Ö :ÖÖ·.... Fine 80 0.0070 0.1770 2.50 1.54 1.54 Sand 100 0.0059 0.1490 2.75 6.85 8.39 120 0.0049 0.1250 3.00 13.23 21.62 ........................... 1"¡Ö....... ...Ö·:ö·ò4T..... ...Ö: 1"ÖSÖ..........:3 :25..... -.. ...15·:17.......... ·36:79'''' V. Fine 170 0.0035 0.0880 3.50 11.57 48.36 Sand 200 0.0029 0.0740 3.75 6.28 54.64 230 0.0025 0.0625 4.00 2.94 57.58 270 0.0021 0.0530 4.25 2.01 59.59 325 0.0017 0.0440 4.50 1.04 60.63 Silt 400 0.0015 0.0370 4.75 2.17 62.80 450 0.0012 0.0310 5.00 2.20 65.00 500 0.0010 0.0250 5.25 3.42 68.42 635 0.0008 0.0200 5.50 2.17 70.59 0.0006 0.0156 6.00 3.88 74.47 0.0003 0.0078 7.00 9.10 83.57 0.0002 0.0039 8.00 6.05 89.62 0.0001 0.0020 9.00 4.02 93.64 0.0000 0.0010 10.00 2.87 96.51 Clay 0.0000 0.0005 11.00 1.86 98.37 0.0000 0.0002 12.00 1.12 99.49 0.0000 0.0001 13.00 0.45 99.94 0.0000 0.0001 14.00 0.06 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 .,;,. .,,¡; 1:',I:,Sdf.lhå".Statlsticsl(F'Olki'.; '.:: ,'II. ....: ",il. " " II,I~:"I. :'1,1,: ",", II";,' ,".~' ",' I' I " I "':~.' "";1,1:1"."" .',i I' " ",1:, I "'I: :'1'1 ~ , II' " I"~':" II. ,I I",:' ".' "::: ~".II'III'I' "I!: "'I", I "I' 'II ::,1', ',..,i.",'II,'.' I 'I. ,..1.1'" :',:lI' \¡ I I I,:.' ,1",1'.1'; ,'1,11 :. ',,:1:: 1,1 ¡,I ,I, ".'.'.' .:, 'I "',.,"..I~~ 'I, .."I 'II...'.~'." , ··':Þðråmète~II,'i':/ ¡, 11.'lrask:;i'" 'Irlma'~ I' .: 1',.,. "F:oliCi'i. '1\IIISla"':;;i;I;:I::;I:::::::;:¡:',·::I':I;::;i:.·,;:I';!11;!:::':.·.,':II¡i"::¡i'¡::~"ry: fIti~".8na'~lz~C:I::';::¡,:i:'\::i!i,'1 (In) 0.0035 0.0035 0.0035 (mm) 0.0889 0.0889 0.0889 M'.,adl';:':¡,¡~:~,;: i;; ',I ;,::';';: :;:::::-¡; 1:1:::' '!';:,I¡:: ':,,: ,"II !;': ::I.~::: 1;1';:::'1': '::/;;, :,1 i;': i :"i: 'i:": I' "'$lIf ¡;I:I~e~;! :::'I',:!i:¡ : :j'jl,:, ;:1: ::,'\ !,:¡: ,!:: "I:: I::~:.I (in) 0.00280 0.00124 0.00175 (mm) 0.0711 0.0315 0.0445 $oitlrtg!., I.' .. '....... Skew.l1Î1ss" . Kurtosis I" i' 2.990 ':V;.~öor 0.220 2.129 ·1 . Strongly fine skeWed 0.481 1.135 0.705 0.373 Platykurtic 0.570 0.888 Component Percentages Gravel Sand ·1 Silt 1 Clay 0.00 57.58 32.04 10.38 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 42.42 Particle Diameter [In.] [mm] [phi] 0.00675 0.00614 0.00562 0.00504 0.00418 0.00350 0.00056 0.00027 0.00014 0.00006 0.17152 0.15584 0.14287 0.12795 0.10607 0.08887 0.01431 0.00694 0.00364 0.00149 2.54 2.68 2.81 2.97 3.24 3.49 6.13 7.17 8.10 9.39 .:i ') A CDl'eLab BP Alaska M PS 161 Milne Point Field "') C.L. File #: 57111-103075 Sample ID : 6102.9 Sieve and Laser Particle Size Analysis 100 25.0 80 20.0 :::S! 0 .;- .c 60 15.0 '#. C) ~ >; 0 c Q) Q) > ::s :¡:¡ C" ca e '3 40 10.0 LL. E ::s (.) 20 5.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) ".".,'." ' ,', :.,.,',',:: ',"', ''.,..','.:.: ,.'..,', ¡I. :.,."" ill":".:,'..." '... ." ::;', ;,.,~~rti~h~, $1~Di'trl~utIÅh':II"::~"':::,:"" '.:,' ,.",1"1';"1",·::: "·.·;I{I"I',::,.,;:,,:,,:', ,.' '. ,. '9Iam~ter," I ,,',::, .':" ,1,',"1'1" "":':,,"' . 'I"., ' '."1:" "',,' "":WeIQht'lo/CI,,:"I,I':,""'.'" .' "",'1 .', '.: ,I rt;JsMi~111' "I ,I';:,,:.: rIH;):',' ':1"'" r'lTirriil,:I::'I!i:'li"i:'l::ø'I'i::,,:¡I,I,';::I/",flij~Ù"I":,':';'tbÜ~IJ1:: 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 V Crse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 .,......,.,....,....,...... ·2Ö..···.....· ö·. Ö33·1'··'..·,· Ö :ä4öö··......·' Ö :25·'.. .-..... ö:öö'·......,,·, 'ö:öö·.... Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ...........,............... ·4·Ö·........ "'0·. ö"1'ss....... "Ö:42ÖÖ ........., 1: 25.....-.. ...ö: öö.......... ...Ö:ÖÖ·...· Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.00 0.00 ..,......... .............. ..7Ö..·.....·.. Ö·:OÖä3......... Ö:21"ÖÖ.......... 2 :25....· - .....ö: öö........... ..Ö:ÖÖ..... Fine 80 0.0070 0.1770 2.50 0.00 0.00 Sand 100 0.0059 0.1490 2.75 1.30 1.30 120 0.0049 0.1250 3.00 4.75 6.05 ........................ ...1·¡Ö·......... 'o'.öö¡T........ Ö :1·Ö5'Ö......·..':3: 25'" ..-...., ä:64........ ....1"¡.t59...· V. Fine 170 0.0035 0.0880 3.50 10.71 25.40 Sand 200 0.0029 0.0740 3.75 10.07 35.47 230 0.0025 0.0625 4.00 7.60 43.07 270 0.0021 0.0530 4.25 5.15 48.22 325 0.0017 0.0440 4.50 1.97 50.19 Silt 400 0.0015 0.0370 4.75 3.39 53.58 450 0.0012 0.0310 5.00 3.08 56.66 500 0.0010 0.0250 5.25 4.51 61.17 635 0.0008 0.0200 5.50 2.75 63.92 0.0006 0.0156 6.00 5.05 68.97 0.0003 0.0078 7.00 11.35 80.32 0.0002 0.0039 8.00 7.46 87.78 0.0001 0.0020 9.00 4.96 92.74 0.0000 0.0010 10.00 3.35 96.09 Clay 0.0000 0.0005 11.00 2.08 98.17 0.0000 0.0002 12.00 1.24 99.41 0.0000 0.0001 13.00 0.52 99.93 0.0000 0.0001 14.00 0.07 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 :11·'I,II·'·"'il" :':111':1','11',: ""'I·'··',:;,$~r;io~:$tatl"tlcs,'{Følk)""."':'I".:,; '."'. I'.·': "I"', 1(' ".',.<, i " I 'I , '.,':' I '~ 'I ' : I, ,I :' I" I ' , I I : I , ' , " " ! I" I " , , : :;, I" 'I' .', I, " ' 1"1: ,. : ,', " I,,' I ' , " , ; , ' , I, '",: I,' : I' ", I :.:,'::'(1,.',1 ;·,:>::':~,il"":":,'",I:;:':;'!;II,II:,:;."I,,:~,:I',!II:!, I::',~: ~: ',I I: I',"jd.: L'!,,:I 'I,: ',I:" I"I:":'I;'III:~:::':"'.:I,I 1,;1 :" ,',':'1 ~ '":.,"I.,,:,:,,!,II/ 1;;< ,:~~::i,i:,,:11 "li:!I~, ,',"'.... ·I:"'ähimeter,', ,1:1",. ,I,' lìfra~k ','"."'. ·:Infuali'· ',' ·..·1,.·., l..ol~ ',,' ¡MR:lårt:::~':!" '!'~:';'! !".:i: I,'::.i¡l '/,'::',I~ :11,; ¡I,I ::·I:'!:: 1,:, ,I':':'¡~,I:"IL;II; I,;: I: I': 1;:1,1: ,I:; !':; I;' ': II I (In) 0.0019 (mm) 0.0493 . :I':SlItâlzéd": 0.0019 0.0493 0.0019 0.0493 MÎårt¡I'··"I·. ",',1",1,;'· :",'1',,'" I:";': 'SiltsiOd,1 (In) 0.00203 0.00095 0.00121 (mm) 0.0517 0.0242 0.0307 ¡Sorting·' 1""<:1 '1:;':1 ":1:.:',,'::, ,:V¡,poo.r: , I"j 3.011 0.223 2.105 Skew-neiså., Kurtosis ¡I St~onglyflne ske~ed 0.627 0.874 0.518 0.350 Platykurtlc 0.557 0.869 Component Percentages Gravel Sand I Slit· I Clay 0.00 43.07 44.71 12.22 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 56.93 Particle Diameter [In.] [mm] [phI] 0.00541 0.00478 0.00427 0.00366 0.00274 0.00194 0.00040 0.00021 0.00012 0.00005 0.13753 0.12132 0.10847 0.09305 0.06965 0.04930 0.01026 0.00539 0.00299 0.00128 2.86 3.04 3.20 3.43 3.84 4.34 6.61 7.54 8.39 9.61 . , .& CDreLab ) BP Alaska M PS 161 Milne Point Field ') C.L. File #: 57111-103075 Sample ID : 6164.9 Sieve and Laser Particle Size Analysis 100 25.0 80 20.0 ~ 0 1: 60 15.0 ';fl. C) ~ ~ CJ C .~ ( ) ::s 'S 0" :; 40 10.0 .t E ::s 0 20 5.0 o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) 1';¡.··IIII:itlllll,.III,I::'!",!I,I"'II,I'I:"i :i'!!'I),,:::::III:',Pärtlcle!¡'$Ií:é¡Ði!l'lbutlttn:'!I:¡:,::,I,:,:¡II,I:,!::'!"::i'l'i.I.:;I::'i:'!':!I.li',!I!1'i"II:,',:¡:IIII';II:I" . I"" ·"'··!"',":'I;I",',, ., ·'·,,1 Olårr\Åtel!'l,I,:::,I,I·.·.'II"I'I"I," :i,:: """,,1',\,',1;11 ,11'.I!I·.'I"I"'1:;' ',',We'ftb~'ID~ 1'11'1:·',1":" I::,', ' "I'r'.':"¡";","~ '.,1 h'··~ ,... ...'.", ,', 'I'.' ·."'.r' ":r¡",, ';"..,'." 'I':,:r'"I' lil""!,",·""'I..."I.".,I,~.., ).'..',·,"1'·'" 1"I,".'·I",,·."'I,ll"..'.,"!I'I','.1 1.",1.,(.'.. ·Ui',I""I,t,'" I' , ,', uò:):m8S .' ,", I, ,I,;', II); .;.' I''','' ",', ,nh.. 1.,,'1""'''1;':1''.,'1',1''1'' ',II',"f lie, '.' '1,'1'",',1,,"· mil" 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 VCrse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 ........................... ·2"Ö.......·... Ö·:Ö"j·3·1......... ö~ä4ÖÖ.......... Ö ::215'...· -.. ...Ö:ÖÖ.......... ·"Ö~ÖÖ"'" Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 ........................... ·;,;Ö······..·.. ·Ö·.Ö·165·········Ö ~;';2ÖÖ····"" "1· :25···.. -..... ö:öö·..··..···.. ·Ö~ÖÖ·,·,· Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 0.00 0.00 ........................... ·:¡Ö·..······.. ö·.ö·öä"j··..···.. Ö ~21"ÖÖ""··"" 2: 25····· -.... ·ö: öö·····..·..·· ·Ö~ÖÖ·,·,· Fine 80 0.0070 0.1770 2.50 0.00 0.00 Sand 100 0.0059 0.1490 2.75 0.35 0.35 120 0.0049 0.1250 3.00 2.56 2.91 ......................... ..14·Ö..·......· Ö·.ÖÖ¡·1......... Ö ~1·ÖŠÖ"'·"'''':3 :25.....- .....6:·15·... .........9~öif...· V. Fine 170 0.0035 0.0880 3.50 8.82 17.88 Sand 200 0.0029 0.0740 3.75 9.49 27.37 230 0.0025 0.0625 4.00 8.37 35.74 270 0.0021 0.0530 4.25 6.51 42.25 325 0.0017 0.0440 4.50 2.66 44.91 Silt 400 0.0015 0.0370 4.75 4.54 49.45 450 0.0012 0.0310 5.00 3.95 53.40 500 0.0010 0.0250 5.25 5.28 58.68 635 0.0008 0.0200 5.50 3.04 61.72 0.0006 0.0156 6.00 5.58 67.30 0.0003 0.0078 7.00 12.17 79.47 0.0002 0.0039 8.00 7.87 87.34 0.0001 0.0020 9.00 5.13 92.47 0.0000 0.0010 10.00 3.35 95.82 Clay 0.0000 0.0005 11.00 2.14 97.96 0.0000 0.0002 12.00 1.37 99.33 0.0000 0.0001 13.00 0.59 99.92 0.0000 0.0001 14.00 0.08 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 ,!¡I,llr,.:I'I'I,'::!:il,::I'I!',I,.':'¡::,I!::!I,I'!'I::S~ftlng"StáfIÎtlåS"¡~f!'~lk):"I'!"I"ii¡II:'¡!:;:::II'1111¡:¡I:lliil'l: 1'1,:::, 1'1",':,: 11111:'r',II'I:;:,~::I:,,',~:,' ''"::'1';',1': III :':"""'ld"'!:'I"f:I",'D'" :1;'1;/:" :::'1:' :.It:'',I,~,: I, ,';:,1::1'1, i 1·,:",1,; :::' 'I':·,;,';; :'11:.:,: I:';·¡':·I.' '1:'1'1:',:, .,'):"1 :,,':1::':1 1:':'I,ill!'¡"'~~åm¡tir: I;: 'l'I.I!'T~aS:I(I:"III.~mår1:"I'I.~I: I,I'Fólk'; !,:~ 11\II'~:U.n.','!I:I!" "'I..:.....'!"'I"!II!".I,,III::'···I':II"(II':II'¡'~I:I,' ::·'1 '.ISlItslz~ ",'",'il,:¡" .1:'I;'I.¡,:'I!li';·.··, (In) 0.0016 0.0016 0.0016 (mm) 0.0398 0.0398 0.0398 Mlao:I:,!"II.¡::,!",:",.:::·¡,'I¡'III'!:I··:, ,..... 11,1.11"".:: '..' :·I.I~Utl.lz,d!,I· 11.,:,1:,11 '1.11 '1111111,'... . (In) 0.00178 0.00087 0.00106 (mm) 0.0452 0.0222 0.0269 $Q~ln:g, :V; Poor .',' 0.231 Skewness' Kurtosis 2.902 ,1:,':1' 2.069 1 Strongly fine sk.wed 0.700 0.805 0.454 0.336 Platykurtie 0.581 0.891 Component Percentages Gravel Sand 1 Slit 1 Clay 0.00 35.74 51.60 12.66 Percentile [Weight, %) 5 10 16 25 40 50 75 84 90 95 Slit + Clay 64.26 Particle Diameter [in.) [mm) [phi] 0.00488 0.00428 0.00378 0.00318 0.00226 0.00157 0.00038 0.00020 0.00011 0.00005 0.12391 0.10869 0.09597 0.08071 0.05730 0.03975 0.00959 0.00513 0.00286 0.00121 3.01 3.20 3.38 3.63 4.13 4.65 6.70 7.61 8.45 9.70 A [ø'el.l!lb ) BP Alaska MPS 161 Milne Point Field ) C.L. File #: 57111-103075 Sample ID : 6190.6 Sieve and Laser Particle Size Analysis 100 30.0 80 24.0 ~ 0 1: 60 18.0 ?f. Q') ~ ~ CJ C ~ co ~ :¡:; 0" 1'0 e "5 40 12.0 LL E ~ U 20 6.0 "'1",,1 1':";'1,::'::1;,:, o 4.0000 1.0000 0.2500 0.0630 0.0150 0.0042 Particle Diameter (mm) ,',llil,~,I'I'" 'il;"I,' ,I! :::,',;I',P.rtlèleIIS,lz~IØlø"lbwØpni' 'i'!,I";'" "':,I"!,.',:,:,"';:';,'",,,';I,:',,,,,,', ill",',.i'~",',',,;,", ,,:.1,',',', "',' I" ""1" "',: ',,' "'I' ·PI',.~êtør·",'I: I",,· ""'1"1,:'. "",,':,", ',:,',:".",:.,\:',' 1,,' wel""h' J:/ """"';..1" II"'" "'I "", "~t~'~;¡; ì"" "",1·1,1", ,I.,'"" ,,1'1' 'i, ", '. 'l':I,'WI','I' ;1',' !"",':li'~'I""~I,,,~~~,,'illlk':' ',[Oò1):Meshl '"" ,:'".': 'In.l,,'; "II,''Fmrn1', "',"'1', ,:", ,'tl","I'1 .'!",; 'rJnçl:ll'" ,I,': ";I~um.'1 I' 5 0.1575 4.0000 -2.00 0.00 0.00 Granule 7 0.1114 2.8300 -1.50 0.00 0.00 10 0.0787 2.0000 -1.00 0.00 0.00 VCrse 14 0.0555 1.4100 -0.50 0.00 0.00 Sand 18 0.0394 1.0000 0.00 0.00 0.00 .".....,.,...,.,.,..,...., ·2·Ö"·'··"··' ·ö. Ö'3·3·1·'··'·'· 'ö ~ä;¡Öö'·'·""" ö :25·.... -.,.. ·ö·. öö··'·'·...'·' ·ö~öö"'" Coarse 25 0.0280 0.7100 0.50 0.00 0.00 Sand 30 0.0232 0.5900 0.75 0.00 0.00 35 0.0197 0.5000 1.00 0.00 0.00 .,............,.,....,...., ·;¡ö'··'·"'··' ·Ó·. Ö'16S·'··'·'· 'Ö~;¡2ÖÖ·"·'·'" ·1· :25·.... -.,.., õ. ÖÖ··'·'...·'.. ·Ö~ÖÖ"'·· Medium 45 0.0138 0.3500 1.50 0.00 0.00 Sand 50 0.0118 0.3000 1.75 0.00 0.00 60 0.0098 0.2500 2.00 1.24 1.24 ., "..·..·'·'·'·'·..·'··'·'·7"ö'··'·..' '·'Ö·"ÓÖä·3·' ,., '·"Ö~21'ÖÖ'·'··'·'''2:25·''''-·'''·2·.3·1'·'''·''''·'·3~55·"., Fine 80 0.0070 0.1770 2.50 9.60 13.15 Sand 100 0.0059 0.1490 2.75 14.52 27.67 120 0.0049 0.1250 3.00 14.41 42.08 .".....,.......',.,....,. ·1·;¡Ö··'··'·'·' Ö·. ÖÖ¡·1··'·'··'·Ö ~ 1"ösö'·..·'·'·' 3:25'·..·-'..'·1 Ö·"1¡·""'·'" ·52~22"'· V. Fine 170 0.0035 0.0880 3.50 5.46 57.68 Sand 200 0.0029 0.0740 3.75 2.98 60.66 230 0.0025 0.0625 4.00 2.34 63.00 270 0.0021 0.0530 4.25 2.32 65.32 325 0.0017 0.0440 4.50 1.18 66.50 Silt 400 0.0015 0.0370 4.75 2.28 68.78 450 0.0012 0.0310 5.00 2.11 70.89 500 0.0010 0.0250 5.25 2.96 73.85 635 0.0008 0.0200 5.50 1.82 75.67 0.0006 0.0156 6.00 3.44 79.11 0.0003 0.0078 7.00 7.22 86.33 0.0002 0.0039 8.00 4.83 91.16 0.0001 0.0020 9.00 3.38 94.54 0.0000 0.0010 10.00 2.52 97.06 Clay 0.0000 0.0005 11.00 1.61 98.67 0.0000 0.0002 12.00 0.92 99.59 0.0000 0.0001 13.00 0.36 99.95 0.0000 0.0001 14.00 0.05 100.00 . Distribution precludes calculation of these statistical parameters 0.0010 0.0002 0.0 0.0001 11':;' "I, ':",1'1 '. ,III,"li:,I'!,$~I'ti,OÅ 1'$tatjl$ticSi(Fôll(}'I",II,' " ;,I,lil",:I,I' " ' ,':','," 'I:',' "",,\',1':,11,' :'. ':11 il ;i"'I'li', '("('1,'" 'i,""· ",""'" 'f':',' "; ',' ,',"',.' ",,'1, "I,' 11'1 I" ,"',I:' !l':II""" !, "'I" "~I ~d:I.II·":'i' "',,"',, "',';" " "':,, "'I,i ,'.':·'I,J;o'" 'I"'k"":":'" ',,', 'il ':',: I Pøramèter",':"",, '; ',":',;1'ntSKI' 'i""'!,I:lnm'an::, :'" i' ~ ':, Mêêll.b'," ',';1 i ,I:,,'I,"!,",,:'" 1"I:i::'i,'llii:: "',I::I~~r9ifín~:M'r\d,;'si'%~CI:"", ';;1'", I,; (In) 0.0046 0.0046 0.0046 (mm) 0.1162 0.1162 0.1162 (In) 0.00370 0.00163 0.00230 (mm) 0.0940 0.0414 0.0584 Sortln'g , I , 'V; 'Poor 2.673 0.224 2.131 Sltevvr;iess, " Kurtosis 'I Ströngly,;flneskêwiJd, 0.531 1.176 0.710 Mesokurtlc 0.360 0.610 1.003 Component Percentages Gravel Sand I Slit I· Clay 0.00 63.00 28.16 8.84 Percentile [Weight, %] 5 10 16 25 40 50 75 84 90 95 Slit + Clay 37.00 Particle Diameter [In.] [mm] [phi] 0.00875 0.00794 0.00727 0.00649 0.00539 0.00457 0.00091 0.00037 0.00018 0.00007 0.22228 0.20155 0.18457 0.16490 0.13686 0.11616 0.02307 0.00928 0.00452 0.00180 2.17 2.31 2.44 2.60 2.87 3.11 5.44 6.75 7.79 9.12 ') ') &D3-Ò&.~ \~~30 WELL LOG TRANSMIITAL To: State of Alaska Alaska Oil and Gas Conservation COmtn. Attn.: Howard Okland 333 West 7th Avenue, Suite 100 Anchorage, Alaska 99501 June 20, 2003 RE: MWD Formation Evaluation Logs MPS-16, AK-MW-2455335 1 LIS formatted Disc with verification listing. API#: 50-029-23151-00 PLEASE ACKNOWLEDGE RECEIPT BY SIGNING A COpy OF THE TRANSMITTAL LETTER TO mE ATTENTION OF: Sperry-Sun Drilling Services Attn: Rob Kalish 6900 Arctic Blvd. A:rib~öt1á~é;.~ìUa$kª:,99~ 18 - r'~\ d.-.I. ,:7~ '\....,9 F'"",:o", ~,.'! \t,,¡:/ ['il'"'' >.....:.t BP Exploration (Alaska) Inc. Petro-technical Data Center LR2-1 900 E. Benson Blvd. Anchorage, Alaska 99649-6612 cr) 1:- J U r,J ,¿. Qi) ff'~, ~ (" ,',". ~~ ,', C'I;:: :,; 'i"i"I",·,Ðate:'·": Signed: &.~ ,..., ~~~~E ...-;:::"'"I, ) f ~~~~~~~ ) ~ FRANK H. MURKOWSKI, GOVERNOR A.IfA.~1i& OIL.AlVD GAS CONSERVATION COMMISSION 333 W. "JTH AVENUE,SUITE 100 ANCHORAGE, ALASKA 99501-3539 PHONE (907) 279-1433 FAX (907) 276-7542 Pat Archey Senior Drilling Engineer BP Exploration (Alaska), Inc. PO Box 196612 Anchorage,AJe 99519 Re: Milne point Unit JV1PS-16i BP Exploration (Alaska), Inc. Permit No: 203-065 Surface Location: 3319' NSL, 151' WEL, Sec. 12, TI2N, RI0E, UM Bottomhole Location: 1484' NSL, 2005' WEL, Sec. 01, TI2N, RI0E, UM Dear Mr. Archey: Enclosed is the approved application for permit to drill the above referenced development well. This permit to drill does not exempt you from obtaining additional permits or approvals required by law from other governmental agencies, and does not authorize conducting drilling operations until all other required permits and approvals have been issued. In addition, the Commission reserves the right to withdraw the permit in the event it was erroneously issued. Operations must be conducted in accordance with AS 31.05 and Title 20, Chapter 25 of the Alaska Administrative Code unless the Commission specifically authorizes a variance. Failure to comply with an applicable· provision of AS 31.05, Title 20, Chapter 25' of the Alaska Administrative Code, or a Commission order, or the terms and conditions of this permit may result in the revocation or suspension ·of the permit. Please provide at least twenty-four (24) hours notice for a representative of the Commission to witness any required test. Contact the Commission's North Slope petroleum field inspector at 659-3607 (pager). . Sincerely, ry~ Randy Ruedrich Commissioner BY ORDER OF THE COMMISSION DATED this 2J day of April, 2003 cc: Department ofFish & Game, Habitat Section w/o encl. Department of Environmental Conservation w/o encl. Exploration, Production and Refineries Section 1 a. Type of work 181 Drill 0 Redrill ORe-Entry 0 Deepen 2. Name of Operator BP Exploration (Alaska) Inc. 3. Address P.O. Box 196612, Anchorage, Alaska 99519-6612 4. Location of well at surface x = 565859, y = 5999987 3319' NSL, 151' WEL, SEC. 12, T12N, R10E, UM At top of productive interval x = 564092, Y = 6003224 1292' NSL, 1890' WEL, SEC. 01, T12N, R10E, UM At total depth x = 563975, Y = 6003416 1484' NSL, 2005' WEL, SEC. 01, T12N, R10E, UM -', STATE OF ALASKA ALASKA 0, ÅND GAS CONSERVATION COMMIS..bN PERMIT TO DRILL 20 AAC 25.005 1 b. Type of well 0 Exploratory 0 Stratigraphic Test 0 Development Oil 181 Service 0 Development Gas 0 Single Zone 0 Multiple Zone 5. Datum Elevation (DF or KB) 10. Field and Pool Planned KBE = 72' Milne Point Unit I Schrader 6. Property Designation Bluff ADL 380109 7. Unit or Property Name Milne Point Unit 8. Well Number MPS-16i 9. Approximate spud date 05/21/03 Amount $200,000.00 14. Number of acres in property 15. Proposed depth (MD and TVD) 2560 6286' MD / 4364' TVD 17. Anticipated pressure {see 20 AAC 25.035 (e) (2)} 57 0 Maximum surface 1328 psig, At total depth (TVD) 4202' / 1748 psig Setting Depth Top Bottom MD TVD MD TVD Surface Surface 112' 112' Surface Surface 3026' 2592' Surface Surface 6286' 4364' tf: ;ktl-ì¡ ð \ 11. Type Bond (See 20 AAC 25.025) Number 2S 100302630-277 12. Distance to nearest property line 13. Distance to nearest well ADL 380110, 2005' MD No Close Approach 16. To be completed for deviated wells Kick Off Depth 450' MD Maximum Hole Angle 18. CaSingJ~~gram Specifications Hole Ca~ino WeiÇ1ht Grade CouDlinCJ 42" 20" 92# H-40 Welded 12-1/4" 9-518" 40# L-80 BTC 8-1/2" 7" 26# L -80 BTC Lenoth 80' 3026' 6286' Quantity of Cement (include stage data) ,260 sx Arctic Set (Approx.) 567 sx PF 'L', 222 sx Class 'G' 57 sx PF 'E', 172 sx Class 'G' j 9. To be completed for Redrill, Re-entry, and Deepen Operations. Present well condition summary Total depth: measured feet Plugs (measured) true vertical feet Effective depth: measured feet Junk (measured) true vertical feet Casing Length Size Cemented MD TVD Structural Conductor Surface Intermediate Production Liner RECEIVED APR 1 0 2003 A\aska Oi' & Gas Cons. Commission Anchorage Perforation depth: measured true vertical 20. Attachments 181 Filing Fee 0 Property Plat 0 BOP Sketch 0 Diverter Sketch 181 Drilling Program 181 Drilling Fluid Program 0 Time vs Depth Plot 0 Refraction Analysis 0 Seabed Report 0 20 AAC 25.050 Requirements Contact Engineer Name/Number: Matt Green, 564-5581 Prepared By Name/Number: Sandra Stewman, 564-4750 21. Is~;~::Y C:a~~:::t the¡r39Cf:);;and corr~t~ the b;::eOf;:~:ro;:~I~~:~~9in~r Date <¡ II (!J / cJ -3 . - ·::';,{····.·ØQmm..iQit,tJse;~~,i,:)':' . ,'" Permit Number ~ / ~ API Num.-Rer ~ "2 /~(_ rv:-... ApprovalZte See cover letter 7ê)_~~ 50-D2-'1- ~ ~ 0f/zJ tJ3 for other requirements Conditions of Approval: Samples Required 0 Yes ~No Mud Log Requi d 0 Yes ~No Hydrogen Sulfide Measures 0 Yes _NO Directional Survey Required ¡srYes 0 No Required Working Pressure for BOPE D2K D3K D4K D5K D10K 0 15K ~.5K psi f~: :rfU Other: \^.. \\ ~ (JL\-'--CL \'-.-\ CV'-ÀJ.. ~..\.i 'as Approved By ~ £&.~j,/~ oclrGs\iNrA \ :;;eo:~~;i~Sion Date 1/ <¡! 0 ~ Form 10-401 Rev. 12-01-85 U t \ 10 Submit In TrìPTic"ate ') Schrader Bluff S )d ProQram MPS-16i Permit I Well Name: MPS-16i Drill and Complete Program Summary I Type of Well (service I producer I injector): I Injector Surface Location: 19611 FNL, (33191 FSL), 1511 FEL, (51291 FWL), SEC. 12, T12N, R10E X=565859.41 Y=5999986.62 Target Start Location: 39881 FNL, (12921 FSL), 18901 FEL, (3390' FWL), SEC. 1, T12N, R10E "08" X=564092 Y =6003224 2=4,149 TVDss Bottom Hole Location: 37951 FNL, (1484' FSL), 20051 FEL, (3275' FWL), SEC. 1, T12N, R10E X=563975 Y=6003416 2=4,291 TVDss I AFE Number: 1 TBD I Rig: I Doyon 14 1 Estimated Start Date: I 21 May 2003 I Operating days to complete: 110.6 1 MD: 16,286 I I TVD: 14,364 I I Max Inc: 157 1 I KOP: 1450 I I KBE: 172.0 I Well Desian (conventional, slim hole, etc.): 1 Conventional Grass Roots Water Injector I Objective: I Schrader "NB", "OA" Mud Program 12.25-in Surface Hole Mud Properties: Density (pPQ) Funnel visc YP HTHP 8.8 - 9.2 75 -150 25 - 60 N/A Spud - LSND Freshwater Mud pH API Filtrate LG Solids 8.5 - 9.5 < 8 < 6.5 8.5-in Intermediate Hole Mud Properties: Density (pPQ) PV YP HTHP 8.9-9.2 10-20 20-28 N/A LCM Restrictions: None Waste Disposal: NO ANNULAR INJECTION. Drill Cuttings taken to 08-4 disposal site Call the Pad 4 waste disposal site prior to truck leaving location so the site can be ready to unload waste. Exempt liquid wastes can be taken to DS-4 or Phillips KRU 1 R. LSND Freshwater Mud pH API Filtrate LG Solids 8.5 - 9.0 < 8 < 6.5 1 ) Schrader Bluff S-PaL )oaram MPS-16i Permit Cement Program Casing 9.625-in 40-lb/ft L-80 BTC surface casing Size Basis 2500/0 excess over gauge hole in permafrost interval. 400/0 excess over gauge hole below permafrost. Top of tail cement 500-ft MD above casinÇJ shoe. Total Cement Wash 20-bbl Water Spacer Vol: 465-bbl Spacer 50-bbl 10.3-lb/ÇJal un-viscosified Alpha spacer Lead 419-bbl, 567-sx 10.7-lb/gal Permafrost L - 4.15 ff5/sx (cement to surface) Tail 46-bbl, 222-sx 15.8-lb/gal Premium G - 1.15 ft::S/sx to of tail at 2,526-ft MD Temp BHST ~ 55°F from SOR, BHCT 60°F estimated by Halliburton Casing Size Basis 7.0-in 26-lb/ft L-80 BTC intermediate casing Top of lead cement 500-ft above top of Ugnu-sand. 0% excess over gauge. Top of tail cement 500-ft MD above top of N-sand. 40% excess over ÇJauÇJe. Total Cement Wash 20-bbl Water Vol: 57-bbl Spacer 30-bbl 10.3-lb/ÇJal un-viscosified Alpha Spacer Lead 22-bbl, 57-sx 12.0-lb/gal Permafrost E - 2.17 ff5/sx (top of lead at 4,302-ft MD) Tail 35-bbl, 172-sx 15.8-lb/gal Premium G - 1 .15 ft::S/sx to of tail at 5,271-ft MD Temp BHST ~ 80°F from SOR, BHCT 70°F estimated by Halliburton Evaluation Program 12.25-in Hole Section: Open Hole: MWD/GRlRES IFRlCASANDRA Gyro to 1 ,200-ft Cased Hole: None 9.875-in Hole Section: Open Hole: MWD/GRlRES IFRlCASANDRA Side-wall Cores Cased Hole: SCMT 2 Formation Markers Formation Tops Base Permafrost TUZG NA NB NG NF Top OA Base OA Top OB Base OB * Based on 55 depths MDrkb (ft) 1894 4802 5771 5815 5865 5975 6023 6073 6121 6154 ') TVDrkb (ft) 1822 3557 4084 4108 4135 4195 4221 4248 I 4274 4292 Schrader Bluff S-Pal )oaram MPS-16i Permit Pore Pressure Estimated EMW (psi) (Ib/aal)* 1805 1815 1828 1855 1726 1737 1748 1756 8.65 8.65 8.65 8.65 8.00 8.00 8.00 Casin~lTubinfJ Pro~ram Hole Size Csg/ WtlFt Grade Conn Length Top Bottom Tbg O.D. MD / TVDrkb MD / TVDrkb 42-in 20-in* 92# H-40 Welded 80' 0' 112' / 112' 12.25 9.625 40# L-80 BTG 3,026' 0' 3,026' / 2,592' 8.5-in 7.0-in 26# L-80 BTG 6,286' 0' 6,286' / 4,364' * The 20-in conductors are insulated! Recommended Bit Program BHA Hole Size Depth (MD) Bit Type 1 12.25-in 0' - 3,026' 2 8.5-in 3,206' - TD Smith FGXiGPS Smith FGS+ Nozzle/Flow rate 3-15 & 1 -1 0 3-15 & 1 -1 0 3 ) Schrader Bluff S-Pal\)o~uam MPS-16i Permit Well Control: Surface hole will be drilled with a diverter. Intermediate hole: · Maximum anticipated BHP: · Maximum surface pressure: 1,748-psi @ 4,202-ft TVDss - Top of "DB" 1,328-psi @ surface (Based on BHP and a full column of gas from TD @ 0.1-psi/ft) 3,500-psi. An FIT to 11.5-lb/gal will be made on the 7.0-in casing shoe. 70.7-bbl with 8.9-lb/gal mud and FIT of 11.5-lb/gal @ 9.625-in casing shoe. 9.7-lb/gal brine / 7.0-lb/gal Diesel (1,800-ft MD) . Planned BOP test pressure: · Integrity test: . Kick tolerance: · Planned completion fluid: Drilling Hazards & Contingencies: Hydrates · . Hydrates have not yet been seen on S pad, but have been encountered in the surface holes on other pads, especially nearby H-Pad. Hydrates generally occur just below the permafrost (+/- 1 ,800-ft TVDss) but may be present in shallower SV sands and also as deep as 3,000-ft. Be alert for the possibility of shallow gas and/or hydrates. Use recommended practices for drilling hydrates. · Watch out for deeper gravels below the permafrost or gravels that calve off within the permafrost and tend to drop out when the aerated hydrate gas cut mud is being circulated out. Maintain adequate viscosity. In the past, several Milne Pt wells have experienced stuck pipe from this situation. Lost Circulation · Offset wells encountered losses while running and cementing casing and only one well had losses while running a hole opener. Below is a list of the wells and the lost circulating problems associated with them. We do not expect losses while drilling this well. · MPS-27: Lost returns cementing 7.0-in casing at approx. 800-ft MD. SuccessfuI1.0-in top job. · MPS-21: Lost returns cementing 7.0-in casing. Used TAM port collar at 1,OOO-ft with still no returns. SuccessfuI1.0-in top job. · H-06 (1995): Lost 100-bbl running 9-5/8" casing, good returns during cementing except no returns for last 20-bbl, contaminated cement to surface, cement 12 ft down, no top job. · H-05 (1995): Lost returns drilling at 5,360-ft (3,700-ft TVD), 40-bph to keep full, treated w/ LCM pills for two days, total losses 838-bbl, made hole opener run with some continued losses. · H-05 (1995): Ran 9-5/8" casing, lost 46-bbl conditioning mud. · H-07 (1995): Lost 50-bbl running 9-5/8" casing. 4 ") Schrader Bluff S-Pal)o~uam MPS-16i Permit · E-24 (1998): Made hole opener run, worked tight spots 1965, 2620, 3465, 5900 and 6000, lost 72-bbl while circulating. · H-08A (1997): Had some minor losses while running 4-1/2" liner. · Follow the LOST CIRCULATION DECISION MATRIX in the well program if fluid losses occur while drilling. Break circulation slowly in all instances and get up to recommended circulating rate slowly prior to cementing. Expected Pressures · It is unlikely there will be unexpected overpressure when drilling to the Schrader Bluff formation. Reservoir pressure is expected to be under-pressured (8.0 Ib/gal EMW). In this well, the Schrader Bluff formation will be drilled with 8.9 to 9.2-lb/gal mud. · Flow-check the well when the reservoir is entered. Pad Data Sheet · Please read the MPU S-Pad Data Sheet thoroughly. Breathing · N/A Hydrocarbons · Hydrocarbons will be encountered in the Ugnu through the Schrader Bluff. Free Gas may be encountered below the Upper Ugnu. Faults · None. Hydrogen Sulfide · Milne Point S-Pad is not designated as an H2S Pad. Anti-collision Issues · None. - 5 ) Schrader Bluff S-Pac... '),Qram MPS-16i Permit DRILL & COMPLETION PROCEDURE Drillina 1. MIRU Doyon 14, NU diverter. 2. Drill 12.25-in hole to surface casing point as per directional plan. 3. Rig up and run 9.625-in 40-lb/ft, L-80, BT&C casing and cement in place. 4. NO diverter. NU BOPE. 5. Drill 9.875-in hole to TO as per directional plan. 6. Sidewall core run. 7. Rig up and run 7.0-in 26-lb/ft, L-80, BT&C casing and cement in place. 8. RDMO Doyon 14. Completion 9. Run SCMT log. 10. MIRU Doyon 14, NU BOPE. 11. Test casing to 3,500-psi 12. Perforate well in NB and OA sands. 13. Run 2.375-in dual completion. 14. Test packer to 3500-psi 15. Install tubing head and Christmas tree. 16. RDMO Doyon 14. Spinner survey to be done after rig moves off location. 6 ~ ~ ~ :1 i N i I II It ¡ ~ N B Perfs 5820- 5850' MD . ~.; ,~ !-1 .;~ i' '! ... ,:¡¡ i' :f¡ ";;¡ 1 ;~ t ."", ~ 1 f, i ~-;: ~ l¡ :;{ t ï: l "" i¡ ~ ~ " t , t .¡ :." ~.. "~ ':H ~~ ;1; .~ .¡ .. ~ ;. .t f .i OA Perfs 6025- 6060' MD ~- 2 Proposed MPS-16 òJal string completion 20" 92# H-40 WELDED CONDUCTOR @ 112' MD/TVD 2-3/8" 'X' nipples (set at - 2200' MD) 2-3/8" 4.7# L80 IBT tubing strings ~ 9-5/8" 40# 1-80 BT&C @ 3026' MO/2592' TVD 7" x 2-3/8" Baker GT dual packer (set at - 5810' MD) 2-3/8" 4.7# L80 IBT pup jt (-10') 2-3/8" 'X' nipple with 1.875" no-go 2-3/8" 4.7# L80 IBT pup jt (-10') Re-entry guide 7" x 2-3/8" Baker FH packer (set at -6000' MO) 2-3/8" 4.7# L80 IBT pup jt (-10') 2-3/8" 'X' nipple with 1.875" no-go 2-3/8" 4.7# L80 IBT pup jt (-10') Re-entry guide 7" 26# L-80 BT&C @ 6286' MO/4364' TVD 2-3/8" Dual Strings with dedicated NB and OA injection. I I I r I I l.- I I I r I I r --I I . L I I I r I I r I I ~ I ~ ~~'I; J /V,!Q. --- _T_ - - _T_ - - _T_ - - _T_ JI , ~ / ~I .34 .33 .311 .291 .27 .25 .241 ·23 .211 ¡.?8¡ MPS-18 17 MPS-16 15i -- .13i . 11 .10 .9· .81 .71 ·.6 Ii -- .2 . 1 ) 28 21 I I ..j I I J I I I 1 I I ..j I I J .l StCT - - - 1- -... S£B.- ;~ ~72':V. R70t II T72N. R1ì{- . . I I I --1 I -z~ I PLANT ) 15·00'00" GRID 35 ~32 33 ~ .......... 5 4 K-I"At>'"' PROJECT 3 JREA .,If 34 H-PAD T13N T12N 2 MPU S-PAD 11 9 10 lUlU 13 ~:: 18 a::: a::: LEGEND 16 15 14 17 4- . AS-BUILT CONDUCTOR EXISTING CONDUCTOR VICINITY MAP N.T.S. NOTES: 1. DATE OF SURVEY: JANUARY 14, 2003. 2. REFERENCE FIELD BOOK: MP03-01 PAGES 17-19. 3. COORDINATES ARE ALASKA STATE PLANE, ZONE-4 NAD-27. 4. GEODETIC COORDINATES ARE NAD-27. 5. MPU S-PAD AVERAGE SCALE FACTOR IS: 0.999904923. 6. HORIZONTAL CONTROL IS BASED ON MPU CFP MONUMENT CFP-3 AND MPU H-PAD MONUMENT H-1. 7. ELEVATIONS ARE BPX MEAN SEA LEVEL BASED ON MILNE POINT PIPELINE VERTICAL CONTROL. SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT I AM PROPERLY REGISTERED AND LICENSED TO PRACTICE LAND SURVEYING IN THE STATE OF ALASKA AND THAT THIS PLAT REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT ALL DIMENSIONS AND OTHER DETAILS ARE CORRECT AS OF JANUARY 14, 2003. LOCATED WITHIN PROTRACTED SEC. 12, T. 12 N., R. 10 E., UMIAT MERIDIAN, ALASKA WELL A.S.P. PLANT GEODETIC GEODETIC CELLAR SECTION NO. COORDINATES COORDINATES POSITION(DMS) POSITION(D.DD) BOX ELEV. OFFSETS MPS-16 Y=5,999,986.62 N= 2,236.92 70·24'37.456" 70.4104044· 38.6' 3,319' FSL X= 565,859.41 E= 6,733.92 149·27'49.402" 149.4637228· 151' FEL MPS-18 Y=5,999,979.02 N= 2,237.05 70·24'37.383" 70.4103842° 38.6' 3,312' FSL X= 565,830.54 E= 6,704.06 149°27'50.251" 149.4639586° 180' FEL o , /15/03 ISSUED FOR INFORt.IA liON NO. DATE RE'YlSlON FROb' DRAWN: Obp JACOBS 1,-- -- 1 CHECKED: AWSON ~ ~ ___ I DATE: 1/15/03 DRAWING: MILNE POINT UNIT S-P AD FRB03 MPS 03-00 SHEE T: c~Hl)~[l)[t;o JOB NO: SCALE: AS-BUILT CONDUCTORS JJ RfA [NCatC[JtS HI) l.NG SIJR\I£YOIItS WELLS MPS-16 & MPS-18 10f'1 ... O($T ......... LAH( 1-= 160' BY CHK NtØtQRNX. A.l,ASKA ~ Plan: MPS-16 wp05 (plan MPS-I6IPlan MPS-16 Crea1ed By: Ken Allen Date: 3/2012003 Checked: Date: Reviewed: Date: SURVEY PROGRAM Depth Fro Depth To SurveyJPIao Tool 33.40 1200,00 PIamed: MPS-16 wp05 VI2 CB-GYRO-SS 1200.00 6286.\8 PIamed: MPS-16wp05V12 MWD<-IFR7MS WFLLDETAll.S Narœ +NI-S +FJ-W Northing Easting Latitude Longitude Slot PIao MPS-I 12.93 -485.54 5999986.62 565859.41 70"24'3H56N 149"27'49,4Q2W N'A TARGEfDETAILS Narœ TVD +NI-S +FJ·W NorIbmg Easting Shape MPS-16 T1 4218.00 3253 ·1738.96 6003224.00 564092.00 Circle (Radius: 150) SECTION DErAILS Sec MD Inc Azi TVD +N/-S +FJ-W DLeg TFace VSec Target 1 33.40 0.00 0.00 33.40 0.00 0.00 0.00 0.00 0.00 2 450.00 0.00 0.00 450.00 0.00 0.00 0.00 0.00 0.00 3 583.33 2.00 0.00 583.31 2.33 0.00 1.50 0.00 2.05 4 1386.31 22.00 345.00 1364.82 163.26 -39.33 2.50 343.59 162.41 5 1852.98 29.00 345.00 1785.76 357.20 -91.30 1.50 0.00 357.83 6 1951.58 29.00 345.00 1872.00 403.38 -103.67 0.00 0.00 404.35 7 2698.52 57.08 329.28 2413.97 858.11 -315.52 4.00 -27.17 905.18 8 6017.70 57.08 329.28 4218,00 3253.15 -1738.96 0.00 0.00 3688.75 MPS-16 Tl 9 6136.18 57.08 329.28 4282.40 3338.65 -1789.77 0.00 0.00 3788.12 10 6286.18 57.08 329.28 4363.93 3446.88 -1854.10 0.00 0.00 3913.91 -' REFERENCE INFORMATION ÛH>n\ioa1e (NIE) Referenœ: Wen Ceolre: PIao MPS-I6, True North Vertical (lVD) Refereoœ: S-Pad Dev 72.00 Section (VS) ReIèrence: SIoI- (O.OON,O.OOE) Meas1m:d Depth Reference: S-Pad Dev 72,00 CalcuIatioo Method: Minimum Curvature CASING DErAILS No. TVD MD Name Size 1 2592.00 3026.07 95/8" 9.625 2 4363.92 6286.17 7" 7.000 FORMATION TOP DErAILS No. TVDPath MDPath Formation 1 1822.00 1894.41 BPRF 2 3557.00 4801.54 TUZC 3 4084.00 5771.16 SBF2-NA 4 4108.00 5815.31 SBFI-NB 5 4135.00 5864.99 SBE4-NC 6 4195.00 5975.38 SBEI-NF 7 4221.00 6023.22 TSBD-OA 8 4248.00 6072.89 TSBC 9 4274.00 6120.73 TSBB-OB 10 4292.00 6153.85 SBA5 (base OB) COMPANY DETAILS UP Amoco Calcul.1lion Method: Minirown Curv.¡ ure ~ ~::: ~';v~~~OOcr North Em>r Surface: Elliptical + Casing Wamin~ Method: Rules IIas<d ò All TVD depths are ssTVD plus 72'for RKBE. ,5/100' : 450' MD, 450TVD 583.33' MD, 583.31'TVD A # ,,¡J I; I I I I ¡P ,I ,I .#~ , ~.¿;;¡, ~ 17' MD, 4363.93' TVD I 4800 6286.18' Total Depth I 4000 3200 I 2400 Vertical Section at 331.72° [800ft/in] .5/100': 138631' MD, 1364.82'TVD End Dir : 1852,98' MD, 1785,76'TVD Start Dir4/100': 1951.58' MD, 1872'TVD End Dir : 2698,52' MD, 24I3.9T TVD 600 800 o 800 600 c 2 o ~ ..:: C. ð ] ~ 2400 > ., " ¡:: 3200 4000 Plan: MPS-16 wpOS (plan MPS-I6IPlan MPS-16) Created By: Ken AU Dale: 3120/2003 Checked: Dale: Dale: SURVEY PROGRAM Depth Fm Depth To SUIveyiPlan Tool 33.40 1200.00 Planœd: MPS-16wpOS VI CB-GYRQ-SS 1200.00 6286.18 Planœd: MPS-16wpOS VI MWD+1FR+MS REFERENCE INFORMATION Co-<Jrdinate (N/E) Reference: WeD Centre: Plan MPS-16. True North Vertical (lVD) Ref"""",,: S-Pad Dev 72.00 Sectioo (VS) Refereoœ: SIct - (O.OON,O.!XJE) Measured Depth Reference: S-Pad Dev 72.00 Ûlkulation Method; Minimum Curv.IIure COMPANY DETAILS HP Amoco Cakul3tion Method: Minimum Cur\'31ure It: ~fc=: i~v~~oo:r North Error Surfuœ: Elliptical + Casing Wami~ Mcthod: Rules ß=d ò WELL DETA!LS Name +NI-S +EI-W Northing Easting I.atituŒ LoIIgitude Slot Plan MPS-16 12.93 -48554 5999986.62 565859.41 70"24'37.456N 149"27'49.402W WA TARGET DETAILS Name 1VD +W-S +EI-W Northing Basting Shape MPS-1611 4218.00 3253.15 -1738.96 6003224.00 56409200 CIICle (Radius: 150) SECTION DErAILS See MD Ine Azi TVD +N/-S +FJ-W DLeg TFaee VSee Target 1 33.40 0.00 0.00 33.40 0.00 0.00 0.00 0.00 0.00 2 450.00 0.00 0.00 450.00 0.00 0.00 0.00 0.00 0.00 3 583.33 2.00 0.00 583.31 2.33 0.00 1.50 0.00 2.05 4 1386.31 22.00 345.00 1364.82 163.26 -39.33 2.50 343.59 162.41 5 1852.98 29.00 345.00 1785.76 357.20 -91.30 1.50 0.00 357.83 6 1951.58 29.00 345.00 1872.00 403.38 -103.67 0.00 0.00 404.35 7 2698.52 57.08 329.28 2413.97 858.11 -315.52 4.00 -27.17 905.18 8 6017.70 57.08 329.28 4218.00 3253.15 -1738.96 0.00 0.00 3688.75 MPS-16 T1 9 6136.18 57.08 329.28 4282.40 3338.65 -1789.77 0.00 0.00 3788.12 10 6286.18 57.08 329.28 4363.93 3446.88 -1854.10 0.00 0.00 3913.91 CASING DErAILS FORMATION TOP DErAILS ~ No. TVD MD Name Size No. TVDPath MDPath Formation 1 2592.00 3026.07 95/8' 9.625 1 1822.00 1894.41 BPRF 2 4363.92 6286.17 7" 7.000 2 3557.00 4801.54 TUZC 3 4084.00 5771.16 SBF2-NA 4 4108.00 5815.31 SBF1-NB 5 4135.00 5864.99 SBE4-NC 6 4195.00 5975.38 SBE1-NF 7 4221.00 6023.22 TSBD-OA 8 4248.00 6072.89 TSBC 9 4274.00 6120.73 TSBB-OB 10 4292.00 6153.85 SBA5 (base OB) ---" I .I I I I I I .I ; I, # ~ , I 1200 2698.52' MD, 2413.97' TVD ----j--,-\t~T" . T1,tart Dir 4/100' : 1951.58' MD, 1872'TVD "..1nd Dir : 1852.98' MD, 1785.76' TVD ir 1.5/100': 1386.31'MD, 1364.82'TVD Dir 2.5/100' : 583.33' MD, 583.31 'TVD Dir 1.5/1 00' : 450' MD, 450'TVD I I 600 All TVD depths are ssTVD plus 72'for RKBE. I 800 I -600 West(-)Æast(+) [600ft/in] I 6286.18' MD, 4363.93' TVD 200 3600- 3000 2400 800 200 600 '2 ~ o o ~ ~ ~ 1: ~ o V'J ··f~ti'h:·'J~Y::;.·..~ftn~t~r~{~;j·.··· 7 .... ..........1·' '?}M ;ptS:pad;:¡ . _1~~:I~~t~~¡: ;f~~t~~~~:~·.~ .,. Field: Milne Point North Slope UNITED STATES Map System:US State Plane Coordinate System 1927 Geo Datum: NAD27 (Clarke 1866) Sys Datum: Mean Sea Level ) ') BP KW A Planning Report MAP ·ª~!t~111ir¿i¡~'tli if;",':::;"· ~N>, ;~: :'.'>:¿' . ~. .'~.~ /'.; . "Þ; ~~~At, < '> '~~"f." . Map Zone: Coordinate System: Geomagnetic Model: Alaska, Zone 4 Well Centre BGGM2002 Site: M pt S Pad Site Position: Northing: 5999978.00 ft Latitude: 70 24 37.329 N From: Map Easting: 566345.00 ft Longitude: 149 27 35.171 W Position Uncertainty: 0.00 ft North Reference: True Ground Level: 0.00 ft Grid Convergence: 0.51 deg Well: Plan MPS-16 Slot Name: Well Position: +N/-S 12.93 ft Northing: 5999986.62 ft Latitude: 70 24 37.456 N +E/- W -485.54 ft Easting : 565859.41 ft Longitude: 149 27 49.402 W Position Uncertainty: 0.00 ft S-Pad Dev 6/29/2001 57481 nT Depth From (TVD) ft 0.00 Drilled From: Tie-on Depth: Above System Datum: Declination: Mag Dip Angle: +E/-W ft 0.00 Well Ref. Point 0.00 ft Mean Sea Level 26.21 deg 80.79 deg Direction deg 331.72 3/18/2003 12 From: Definitive Path Wellpath: Plan MPS-16 Current Datum: Magnetic Data: Field Strength: Vertical Section: Height 72.00 ft +N/-S ft 0.00 Principal: Yes Plan: MPS-16 wp05 Date Composed: Version: Tied-to: Casing Points MD ft 3026.07 6286.17 Formations MD, ft 1894.41 4801.54 5771.16 5815.31 5864.99 5975.38 6023.22 6072.89 6120.73 6153.85 Targets ¡VD ft 2592.00 4363.92 TVD ft 1822.00 3557.00 4084.00 4108.00 4135.00 4195.00 4221.00 4248.00 4274.00 4292.00 Name MPS-16 T1 -Circle (Radius: 150) -Plan hit target , Diameter in .' 9.625 7.000 Hole S'ze >,;in' 12.250 8.500 'Name: 95/8" 7" Formations Dip AJjgle ,deg.· 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Lithologý Dip DireCtion deg' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 BPRF TUZC SBF2-NA SBF1-NB SBE4-NC SBE1-NF TSBD-OA TSBC TSBB-OB SBA5 (base OB) Description Dip. Dlr. +N/-S +EI- W ft ft 3253.15 -1738.96 Map Map Northing Easting ft ft 6003224.00 564092.00 <-- Latitude --> <~ Longitude -> Deg Min See Deg Min Sec TVD ft 4218.00 70 25 9.448 N 149 28 40.395 W ) BP KW A Planning Report MAP Plan Section Information ) "~:;lillìr~ 1f~~5";,ft:d~~f~Öft}'!~~~I:~~By, 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 1.50 0.00 -39.33 2.50 2.49 -1.87 -91.30 1.50 1.50 0.00 -103.67 0.00 0.00 0.00 -315.52 4.00 3.76 -2.11 -1738.96 0.00 0.00 0.00 -1789.77 0.00 0.00 0.00 -1854.10 0.00 0.00 0.00 33.40 450.00 583.33 1386.31 1852.98 1951.58 2698.52 6017.70 6136.18 6286.18 Survey 0.00 0.00 2.00 22.00 29.00 29.00 57.08 57.08 57.08 57.08 0.00 0.00 0.00 345.00 345.00 345.00 329.28 329.28 329.28 329.28 33.40 100.00 200.00 300.00 400.00 450.00 500.00 583.33 600.00 700.00 800.00 900.00 1000.00 1100.00 1200.00 1300.00 1386.31 1400.00 1500.00 1600.00 1700.00 1800.00 1852.98 1894.41 1900.00 1951.58 2000.00 2100.00 2200.00 2300.00 2400.00 2500.00 2600.00 2698.52 2700.00 2800.00 2900.00 3000.00 3100.00 3200.00 <iÁziïn deg: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 2.00 0.00 2.40 357.19 4.87 350.25 7.36 347.98 9.85 346.86 12.35 346.18 14.85 345.73 17.34 345.41 19.84 345.17 22.00 345.00 22.21 345.00 23.71 345.00 25.21 345.00 26.71 345.00 28.21 345.00 29.00 345.00 29.00 345.00 29.00 345.00 29.00 345.00 30.73 343.27 34.38 340.20 38.09 337.66 41.84 335.51 45.63 333.65 49.45 332.02 53.28 330.57 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 33.40 450.00 583.31 1364.82 1785.76 1872.00 2413.97 4218.00 4282.40 4363.93 33.40 100.00 200.00 300.00 400.00 450.00 500.00 583.31 599.96 699.75 799.18 898.04 996.16 1093.35 1189.43 1284.20 1364.82 1377.50 1469.58 1560.60 1650.51 1739.25 1785.76 1822.00 1826.89 1872.00 1913.99 1998.27 2078.92 2155.55 2227.79 2295.29 2357.72 2413.97 2414.77 2469.13 2523.48 2577.83 2632.18 2686.53 0.00 0.00 2.33 163.26 357.20 403.38 858.11 3253.15 3338.65 3446.88 -38.60 28.00 128.00 228.00 328.00 378.00 428.00 511.31 527.96 627.75 727.18 826.04 924.16 1021.35 1117.43 1212.20 1292.82 1305.50 1397.58 1488.60 1578.51 1667.25 1713.76 1750.00 1754.89 1800.00 1841.99 1926.27 2006.92 2083.55 2155.79 2223.29 2285.72 2341.97 2342.77 2397.13 2451.48 2505.83 2560.18 2614.53 M:~pN" :ft .;, 5999986.62 5999986.62 5999986.62 5999986.62 5999986.62 5999986.62 5999986.95 5999988.95 5999989.59 5999995.85 6000006.28 6000020.84 6000039.52 6000062.27 6000089.05 6000119.81 6000149.52 6000154.48 6000192.05 6000231.94 6000274.11 6000318.53 6000342.97 6000362.32 6000364.93 6000389.03 6000412.16 6000463.06 6000517.98 6000576.65 6000638.79 6000704.09 6000772.23 6000841.83 6000842.89 6000914.66 6000986.43 6001058.20 6001129.97 6001201.74 :M~pE{L" j' ~;;' '''':'' 565859.41 565859.41 565859.41 565859.41 565859.41 565859.41 565859.41 565859.39 565859.37 565858.49 565856.35 565852.94 565848.27 565842.36 565835.21 565826.84 565818.65 565817.27 565806.84 565795.78 565784.08 565771.76 565764.98 565759.61 565758.88 565752.20 565745.40 565728.02 565706.24 565680.17 565649.92 565615.65 565577.52 565536.37 565535.73 565492.21 565448.69 565405.18 565361.66 565318.15 0.00 0.00 0.00 343.59 0.00 0.00 -27.17 0.00 MPS-16 T1 0.00 0.00 V:'~';:¡}':r;::,::,~~~'ÞJ~J~~g';; . 0.00 0.00 0.00 CB-GYRO-SS 0.00 0.00 0.00 CB-GYRO-SS 0.00 0.00 0.00 CB-GYRO-SS 0.00 0.00 0.00 CB-GYRO-SS 0.00 0.00 0.00 CB-GYRO-SS 0.00 0.00 0.29 1.50 2.05 1.50 2.62 2.50 8.54 2.50 18.71 2.50 33.12 2.50 51.73 2.50 74.52 2.50 101.43 2.50 132.43 2.50 162.41 2.50 167.43 1.50 205.38 1.50 245.68 1.50 288.27 1.50 333.14 1.50 357.83 1.50 377.38 0.00 380.02 0.00 404.35 0.00 427.90 4.00 480.88 4.00 539.51 4.00 603.49 4.00 672.53 4.00 746.27 4.00 824.36 4.00 905.18 4.00 906.42 0.00 990.28 0.00 1074.15 0.00 1158.01 0.00 1241.87 0.00 1325.74 0.00 0.00 CB-GYRO-SS 0.00 CB-GYRO-SS 0.00 CB-GYRO-SS 343.59 CB-GYRO-SS 346.40 CB-GYRO-SS 353.33 CB-GYRO-SS 355.58 CB-GYRO-SS 356.70 CB-GYRO-SS 357.36 CB-GYRO-SS 357.79 MWD+IFR+MS 358.10 MWD+IFR+MS 358.34 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 180.00 BPRF 180.00 MWD+IFR+MS 180.00 MWD+IFR+MS 332.83 MWD+IFR+MS 334.33 MWD+IFR+MS 336.92 MWD+IFR+MS 338.97 MWD+IFR+MS 340.62 MWD+IFR+MS 341.96 MWD+IFR+MS 343.06 MWD+IFR+MS 343.97 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS ) BP KW A Planning Report MAP ) '. It:,i~i~I~I~,'lf Survey 3300.00 3400.00 3500.00 3600.00 3700.00 3800.00 3900.00 4000.00 4100.00 4200.00 4300.00 4400.00 4500.00 4600.00 4700.00 4800.00 4801.54 4900.00 5000.00 5100.00 5200.00 5300.00 5400.00 5500.00 5600.00 5700.00 5771.16 5800.00 5815.31 5864.99 5900.00 5975.38 6000.00 6017.70 6023.22 6072.89 6100.00 6120.73 6136.18 6153.85 6200.00 6286.18 57.08 57.08 57.08 57.08 57.08 ?~'zim L <');~eQ, '" 329.28 329.28 329.28 329.28 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 57.08 329.28 2740.88 2795.24 2849.59 2903.94 2958.29 3012.64 3066.99 3121.35 3175.70 3230.05 3284.40 3338.75 3393.11 3447.46 3501.81 3556.16 3557.00 3610.51 3664.86 3719.22 3773.57 3827.92 3882.27 3936.62 3990.97 4045.33 4084.00 4099.68 4108.00 4135.00 4154.03 4195.00 4208.38 4218.00 4221.00 4248.00 4262.73 4274.00 4282.40 4292.00 4317.08 4363.93 2668.88 2723.24 2777.59 2831.94 2886.29 2940.64 2994.99 3049.35 3103.70 3158.05 3212.40 3266.75 3321. 11 3375.46 3429.81 3484.16 3485.00 3538.51 3592.86 3647.22 3701.57 3755.92 3810.27 3864.62 3918.97 3973.33 4012.00 4027.68 4036.00 4063.00 4082.03 4123.00 4136.38 4146.00 4149.00 4176.00 4190.73 4202.00 4210.40 4220.00 4245.08 4291.93 6001273.51 6001345.28 6001417.05 6001488.82 6001560.59 6001632.36 6001704.13 6001775.90 6001847.67 6001919.44 6001991.21 6002062.98 6002134.75 6002206.52 6002278.29 6002350.06 6002351.17 6002421.83 6002493.60 6002565.37 6002637.14 6002708.91 6002780.68 6002852.45 6002924.22 6002995.99 6003047.06 6003067.76 6003078.75 6003114.40 6003139.53 6003193.63 6003211.30 6003224.00 6003227.96 6003263.61 6003283.07 6003297.95 6003309.04 6003321.71 6003354.84 6003416.69 565274.63 565231.11 565187.60 565144.08 565100.57 565057.05 565013.53 564970.02 564926.50 564882.99 564839.47 564795.96 564752.44 564708.92 564665.41 564621.89 564621.22 564578.38 564534.86 564491.34 564447.83 564404.31 564360.80 564317.28 564273.76 564230.25 564199.28 564186.73 564180.07 564158.45 564143.22 564110.41 564099.70 564092.00 564089.60 564067.98 564056.18 564047.16 564040.44 564032.75 564012.67 563975.16 .:,,~~~~t~q;~ T~~g;¡', 1409.60 0.00 0.00 1493.46 0.00 0.00 1577.33 0.00 0.00 1661.19 0.00 0.00 1745.05 0.00 0.00 1828.92 0.00 1912.78 0.00 1996.64 0.00 2080.51 0.00 2164.37 0.00 2248.23 0.00 2332.10 0.00 2415.96 0.00 2499.82 0.00 2583.68 0.00 2667.55 0.00 2668.84 0.00 2751.41 0.00 2835.27 0.00 2919.14 0.00 3003.00 0.00 3086.86 0.00 3170.73 0.00 3254.59 0.00 3338.45 0.00 3422.32 0.00 3481.99 0.00 3506.18 0.00 3519.02 0.00 3560.68 0.00 3590.04 0.00 3653.26 0.00 3673.91 0.00 3688.75 0.00 3693.38 0.00 3735.04 0.00 3757.77 0.00 3775.15 0.00 3788.12 0.00 3802.93 0.00 3841.63 0.00 3913.91 0.00 MWD+IFR+MS MWD+IFR+MS MWD+IFR+MS MWD+IFR+MS MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 TUZC 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS 0.00 SBF2-NA 0.00 MWD+IFR+MS 0.00 SBF1-NB 0.00 SBE4-NC 0.00 MWD+IFR+MS 0.00 SBE1-NF 0.00 MWD+IFR+MS 0.00 MPS-16 T1 0.00 TSBD-OA 0.00 TSBC 0.00 MWD+IFR+MS 0.00 TSBB-OB 0.00 MWD+IFR+MS 0.00 SBA5 (base OB) 0.00 MWD+IFR+MS 0.00 MWD+IFR+MS P055038 DATE INVOICE I CREDIT MEMO 3/12/2003 INV# CK030603K,,/ ~ -'-m~ ~- (la" THE ATTACHED CHECK IS IN PAYMENT FOR ITEMS DESCRIBED ABOVE. BP EXPLORATION, (ALASKA) INC. PRUDHOE BAY UNIT PO BOX 196612 ANCHORAGE, AK99519-6612 PAY: ·······,.8. DESCRIPTION TOTAL ~ ~f".:lJ"· . ~..I.m.líl~JMt4'."·I.' 4''''".1'' . !JiJr~ '-¡:J¡:;j- -"fûl;fiJ<~i::;:~ ~~i..-';~;.; GROSS PERMIT TO DRILL NATIONAL CITY BANK Ashland. Ohio DATE March 12,-4003 TO THE ÓffuER :zb~')) '\ ..' .' ........u· . .. .... ..... .- ".... - '. . . - -'.. -'. ,-.-" .. n _n _ _ ',.' --c-, ".-c- . . -. - - . - - -. .. .. . . ~-- --- - - p-- - ---. -. ..... .... .................. . .. _. . _. n.'. .. . ._-,-. u. _ .n-- _ '. '._ ..n-. '.'-:'"-': : ,.- --:----. :--- --','-",-. '-._-".-.:- . ........ -'-.-:-. -...--.-.:-.".---...: - ,-.-.- -. - ,'-'-' - -- -."_. . .....-.-- :- -'.. ........- '-.. .....:--..... ....... - - -- ", ':-'- - ~ -. -' - - - " . -- -'-- ---'-' -.-'- -,' . -.-,'-- "-.,.-- '-----.-" -.'-' ".. .:.', -". A~8KA ~IL~G~S CQNSER\f~Tld~ CØrøMIS$ION':> 333 W 7TH A \lENLJE "-.-."-- ---. --- SUITE 100_>.> .if ANCHORAÇ1E,<JXK 9~501-3539 -- ~ ' ~. -"'. '-C'" r . 1110550 :18111 1:0 ~ ~ 20 :18 c¡ 51: 0 ~ 278 c¡ bill DATE 3/12/2003 CHECK NO. 055038 VENDOR DISCOUNT NET H 56-389 41'2 No. P 055038 CONSOLIDATED COMMERCIAL ACCOUNT AMOUNT *******$100.00******* N(}!VALlÓ~S/~·:~:~~~~:::~.~<:¡·ti:i.;;~0 . ..:.::j;J;. ::~ ......\..-. ...... ...... ..". ;+;[j(l{~18\ii;;;¡;;~::;;:i;;¡{:;;:~' :1 ) ') TRANSMIT AL LETTER CHECK LIST CIRCLE APPROPRIATE LETTER/PARAGRAPHS TO BE INCLUDED IN TRANSMiTTAL LETTER WELL NAME PTD# CHECK WHAT APPLIES ADD-ONS (OPTIONS) MlJL TI LATERAL (If API number last two (2) digits are between 60-69) "CLUE" The permit is for a new wellbore segment of existing well Permit No, API No. Production should continue to: be reported as a function· of the original API number stated above. HOLE In accordance with 20 AAC 25.005(1), all records, data and logs acquired for the pilot hole must be clearly differentiated in both name (name on permit plus PH) and API number (50 70/80) from records, data and logs acquired for well (name on permit). PILOT (PH) SPACING EXCEPTION DRY DITCH SAMPLE Rev: 07/1 0/02 C\j ody\templates The permit is approved subject to full compliance with 20 AAC 25.055. Approval to perforate and produce is contingent upon issuance of a conservation order approving a spacing exception. (Company Name) assumes the liability of any protest to the spacing exception that may occur. All dry ditch sample sets submitted to the Commission must be in no greater than 30' sample intervals from below the permafrost or from where. samples are first caught and 10' sample intervals through target zones. WELL PERMIT CHECKLIST Company J~..~I;..XPl-ºB.AII-º-~(AL.~SKA) INC__ Well Name: MILNE POINT UNIT S~S-16i Program .s.I;B Well bore seg PTD#:2030650 Field & Pool MILNE POINT. SCHRADER BLFF Qll_::_.!~_2.ßj40 Initial Class/Type SER /1WIN-l._GeoArea ...fl.-90 Unit 11328 On/Off Shore _On Annular Disposal Administration 1 P~rmitfee attaçhe.d_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ Y~s _ _ _ _ _ .. .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ . _ .. . _ _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ 2 .Leas~_number ppprOp'riat~_ _ _ _ _ _ _ _ _ _ _ .. _ ,_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ Y~$ _ _ _ . . _ _ _ _ __ _ _ .. _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ __ _ . . _ _ ,. _ _ _ _ _ _ _ _ _ _ 3 .Unique well.. n..am~ ._a(1d oumb_er _ _ .. _ _ _ _ _ _ .. .. _ .. .. _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ Y ~s _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 _We.IIJocat~d in_a_d_efine,d_POQI_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ Y~s_ _ _ _ . . _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _. _ __ _ __ ._ . _ _ _ . _ . _ _ _ _ _ _ _ _ _ _ _. _ _ _ _ _ _ _ _ _ _ 5 _We.ll Jocat~ç pr.oper _distançe..frOJTl driJling unit_ b.oundpry _ . _ . _ _ _ _ _ _ _ _ _ . _ _ _ _ .. _ _ _ .. _ Y ~$ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ , _ _ _ __ _ _ _ _ _ _ . _ .. .. _ _ _ _ _ _ _ 6 _We.I\Jocat~d pr.oper _distance_ froJTl otl)eJ wells_ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ . .. _ _ _ _ _ _ _ _ _ _ _ Y~$ _ _ _ _ _ . .. _ _ _ . _ _ _ _ _ _ _ _ _ _ _ .. ,. _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7 _S_uffiçient pcreage_ayailable in_drilJio9 unjt _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y~$ _ _ _ _ _ _ _ I;:ach _drilling_uni_t is_a_quar1eJ-ç lJarter-qu_arter_gpve..rnme.ntaJ se.ction.. _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ . 8 Jf_d~viated, js_ weJlbore plat..inc!u.ded _ _ .. .. _ .. .. .. _ _ .. .. _ _ _ _ _ _ .. _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ .. Y~$ _ . _ .. .. . _ .. _ _ _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 _Qper.ator only- affected party _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y~$ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 10 _Qper.ator bas_apprppriate_b..ond i_nJQrçe. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. _ . _ Ye$ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ .. _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ __ _ _ . 11 P~rmit_ G.8(1 be issued wjtlJQut co_nservaJion order _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . _ . _ _ _ .. _ _ _ _ _Y~s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ . _ . . . . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . _ 12 P~rmit c_a(1 be issued wjtlJQut administr.ati'le_apprpva.1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y~s _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ ~.. ~)., 4/16/2003 13 _C_a(1 permit..be apP'rQv~d before _15-day_ waJt_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . .. _ _ _ _ _ Y ~s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ . .. _ . _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ - - - - - - - - - - - - - - - - - . - . . - - - . 14 _We.IIJocat~d wi.thin area an_doostrç¡ta puttlorized by.lojectioo Ord~r # (put.lO# in..c.olJlm~ot$)..(For_ Y~$ _ _ _ _ _ _ . AIO_1.0ß. _ _ _ _ _ . _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . . _ _ .. _ .. _ _ _ _ _ _ _ _ ., _ _ _ _ _ _ . . _ _ _ .. _ .. .. 15 _AJlwel!s_witnin..1l4_llJiI_e_are_a_oheyiewideotified(Fpr.&ervjc~..w..elJonly->- _ _ _ _ _ _ _ _ _ _.. _ _ _ Y~$_ _ _ _ _ _ _MPUH:-0_8ßL H-:0.aßl1..,S-:19Al1_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _... _ _ _ _ _ __ 16 Pre.-produçec:U(1jector; _duratio_n_of pre-:pro.ductionl~$s_ ttlan.. 3 montl)s_ (For_ser.vice well Qn!y) _ _ NA _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ __ _ _ . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ . 17 ACMP_F:inding_of CQn,si,ste(1cy_hp$ bee_nJ&sued..for.tbis pr_oj~çt_ _ _ . _ _ _ _ _ . _ _ . _ _ _ _ __ _ NA _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ _ . _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ . _ _ .. 18 _C_oQdu_ctor string. provided _ _ . _ . . _ . _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y~s _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ .. _ _ _ _ _ _ _ _ __ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 19 ..S_u(fac~.ca&ing..PJQtec.t&all_known_USQW$ _ _. _ _ _ __ _ _ _ _ _ _ _ _.. _ _ _ _ _ _ _ _ _ _ _ _ _ Y~$_ _ _ _ _ _ _AllaqJ,JifeJsex~lJlpt~d~QÇfR:147..1..0;2.(Q)(3)._ _ _.. _ _ _ _ _ _.. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _..._. _ _ _._ 20 _CMT.. v_ol adequ_ateJo çircJ,Jlpte_on _cond_uctor_ & su_rf_CSg _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y~$ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ .. _ _ _ _ _ _ _ .. _ _ _ _ 21 _CMT.. v.ol adeQu_ateJo tie-in ..long ,stri(1g to_sur::f Ç&g_ _ .. _ _ .. _ _ _ _ _ _ _ _ _ _ .. _ .. _ .. _ _ _ _ .. _ _ No_ _ .. .. _ .. .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ .. _ .. _ _ .. .. _ .. .. .. .. .. .. _ _ _ _ _ _ _ _ _ _ _ _ .. _ .. .. _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ 22 _CMT.. will coyer _a)l !<OQwn _pro_ductiye bortzon_s _ . _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y ~$ _ _ _ _ _ _ _ _ .. _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ . _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ . _ . _ .. _ 23 _C_asi(1g de.si.Q(1S ad_eQua.te. fpr c,_r, B _&_ perllJafr.ost _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y~s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. .. .. _ _ .. _ _ _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. 24 _A.dequate..tan_kage_oJ re_seI"Ye pit _ _ _ _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y~s _ _ _ _ _ _ _ Rig is_e_quippe_dwittl st~e'-pit$. .. No. reseJ'le_pjt_plar1l1e_d. All waste to_Class JI..w..elJ(s)_ _ _ .. _ _ .. _ _ _ _ _ _ . 25 Jf..a_re-prill., tlas_a_ 1..0:-4.03 for abandonment Qeeo apprQved _ _ _ _ _ . _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ NA _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ _ _ _ _ _ _ _ _ _ .. _ 26 _A.dequat_ewellQore.&eparation_proposep_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y~$ _ _ _ _ _ _ _ ~o çlos_e_approac_he& identifie.d..for..tlJis well... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ 27 Jf.diver:ter JeqJ,Jired. does it JTleet reguJa_tions_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y~s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ . _ _ _ _ _ _ . 28 _DJi\Jiog fluid_ program sc.hematic_&. eqJ,Jip Jist_adequat~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . Yes _ _ _ _ . _ _ Expected. BH~ 8.0 EMW. _ ~Ianned lJlud weigh.ts. 8.8 to_9..2 ppg.. _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 29 _BOPE5,_d.oJhey meet reg uJ a.tipl1 . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y~$ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ . _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . .. _ _ . _ . _ _ _ _ _ 30 .BOP.E_pre.ss ra.tiog ap.propriate; .testto_(pu_t PSig iJl_cpmment$)_ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ . _ _ _ Y~$ . _ . _ . . _ MASP calcu!ate_d_at 13.28 psi. Planoe_d_B..QP..te~t preS$ure. 35.00 P$i._ . _ . _ _ _ _ _ _ _ _ _ .. 31 .G..hoke_llJanifQld compJies. w/API.RR-53. (May 84)_ _ _ . _ _ _ _ _ _ _ . _ . _ _ _ _ _ .. _ _ Y~s _ . _ _ _ _ . _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ . _ _ _ _ _ _ _ . . _ _ _ _ . 32 _Work will OCC_U( withoutoperation _sbutdQw.n_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ .. Y~s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ . 33 ..1& pre&ence_ Of H2S gas_ prob_able _ _ _ _ _ . _ _ _ _ _ _ . _ _ _ _ _ _ __ . No _ _ _ _ _ _ _ _ _ _ . .. _ _ _ _ _ _ _ . 34 Meçl)a_niCÇ3l_cOlJdJti.on of we.lls wi..thin AOß yeri:fied. (for_s_el:Vice w~l! QnJy).. _ _ _ _ _ _ _ _ _ _ _ _ _ Y~s _ _ _ Idel1tified_ weJls $c.reenec!. _ Ca.si.ng$ int.o.S_B_were $u.cce_ssfully_cemented_ an.d .e(1te( S8 mor~Jha.n .1/4mil.e.away·_ A......... ,'" Date Engineering þ~ -.. Date , ) 4/21/2003 ~'1'fV\ ~b\ Geology Appr SFD Date 4/15/2003 Geologic Commissioner: 35 P~rmit G.é!(1 be i.ssu.ed wID. hydrogen. s_u!fide measJ,J(es _ _ _ _ _ _ _ _ _ _ . 36 .D.ata_preselJted on_ potential overpres_suœ _zones _ _ _ _ _ _ _ 37 _S~i$lJli_c_analysjs_ of shaJlow gas_zooes. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 38 S~abed _cpnditipo survey _(if off-$ho(e) _ _ _ _ _ _ . _ _ . . 39 _ Conta_ct nam..elphone.forweekly progress. reports [explQratory _only).. _ _ _ . Yes _ _ _ _ _ Y~s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NA_ _ _ _ NA . _ _ _ _ _ _ _ _ NA. - - - - . - - . . - - - - - - - - _ _ _ _ Expected. r~seJ'loir pre$sure is _8..0_ppg EMW. _ . _ . - . - - - - - - - . - - - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Date: Engineering Commissioner: Public .k::! Commissioner (.~ Date ~ ~ ~...' Date ~~ ~\~~ rJ D ) ) 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 sim,plify finding infannation, information of this nature is accumulated at the end of the file under APPENDIX. No special effort has been made to chronologically organize this category of information. Sperry-Sun Dr )ing Services LIS Scan Utility ) d.D 3 - 0&:;<'5 \ c¿3ò $Revision: 3 $ LisLib $Revision: 4 $ Fri Jun 13 10:16:18 2003 Reel Header Service name............ .LISTPE Date.................... .03/06/13 Origin. . . . . . . . . . . . . . . . . . . STS Reel Name. . . . . . . . . . . . . . . .UNKNOWN Continuation Number..... .01 Previous Reel Name...... .UNKNOWN Comments............... ..STS LIS Writing Library. Scientific Technical Services Tape Header Service name............ .LISTPE Date.................... .03/06/13 Origin. . . . . . . . . . . . . . . . . . . STS Tape Name............... . UNKNOWN Continuation Number..... .01 Previous Tape Name...... . UNKNOWN Comments................ .STS LIS Writing Library. Scientific Technical Services Physical EOF Comment Record TAPE HEADER Milne Point MWD/MAD LOGS # WELL NAME: API NUMBER: OPERATOR: LOGGING COMPANY: TAPE CREATION DATE: # JOB DATA MPS-16 500292315100 B.P. Exploration (Alaska) Inc. Sperry-Sun Drilling Services 13-JUN-03 JOB NUMBER: LOGGING ENGINEER: OPERATOR WITNESS: MWD RUN 1 MW0002455335 T. MCGUIRE C. DIXON MWD RUN 2 MW0002455335 J. STRAHAN C. DIXON # SURFACE LOCATION SECTION: TOWNSHIP: RANGE: FNL: FSL: FEL: FWL: ELEVATION (FT FROM KELLY BUSHING: DERRICK FLOOR: GROUND LEVEL: 12 12N 10E 3319 151 MSL 0) .00 73.20 38.60 # WELL CASING RECORD 1ST STRING 2ND STRING 3RD STRING PRODUCTION STRING OPEN HOLE CASING DRILLERS BIT SIZE (IN) SIZE (IN) DEPTH (FT) 12.250 20.000 112.0 8.500 9.625 3055.0 # REMARKS: -) 1. ALL DEPTHS ARE THESE DEPTHS ARE MEASURED DEPTH ) BIT DEPTHS UNLESS OTHERWISE ~OTED. (MD) . 2. ALL VERTICAL DEPTHS ARE TRUE VERTICAL DEPTH (TVD). 3. MWD RUNS 1 AND 2 COMPRISED DIRECTIONAL WITH DUAL GAMMA RAY (DGR) UTILIZING GEIGER-MUELLER TUBE DETECTORS. MWD RUN 2 ALSO INCLUDED ELECTROMAGNETIC WAVE RESISTIVITY PHASE-4 (EWR4). 4. DEPTH SHIFTING/CORRECTION OF MWD DATA WAS WAIVED PER E-MAIL FROM D. SCHNORR, BP ALASKA, INC., DATED 6/10/03. MWD DATA ARE CONSIDERED PDC. 5. MWD RUNS 1 AND 2 REPRESENT WELL MPS-16 WITH API#: 50-029-23151-00. THIS WELL REACHED A TOTAL DEPTH (TD) OF 6364'MD/4370'TVD. SROP SMOOTHED RATE OF PENETRATION WHILE DRILLING. SGRC SMOOTHED GAMMA RAY COMBINED. SEXP SMOOTHED PHASE SHIFT-DERIVED RESISTIVITY (EXTRA SHALLOW SPACING) . SESP = SMOOTHED PHASE SHIFT-DERIVED RESISTIVITY (SHALLOW SPACING) . SEMP = SMOOTHED PHASE SHIFT-DERIVED RESISTIVITY (MEDIUM SPACING) . SEDP = SMOOTHED PHASE SHIFT-DERIVED RESISTIVITY (DEEP SPACING) . SFXE = SMOOTHED FORMATION EXPOSURE TIME. SLIDE = NON-ROTATED INTERVALS REFLECTING BIT DEPTHS. $ File Header Service name............ .STSLIB.OOl Service Sub Level Name. . . Version Number.......... .1.0.0 Date of Generation...... .03/06/13 Maximum Physical Record. .65535 File Type.. . . . . . . . . . . . . . . LO Previous File Name...... .STSLIB.OOO Comment Record FILE HEADER FILE NUMBER: EDITED MERGED MWD Depth shifted DEPTH INCREMENT: # FILE SUMMARY PBU TOOL CODE GR ROP RPD RPM RPS RPX FET $ 1 and clipped curves; all bit runs merged. .5000 START DEPTH 72.0 112.5 3040.5 3040.5 3040.5 3040.5 3040.5 STOP DEPTH 6326.5 6363.5 6319.0 6319.0 6319.0 6319.0 6319.0 # BASELINE CURVE FOR SHIFTS: CURVE SHIFT DATA (MEASURED DEPTH) --------- EQUIVALENT UNSHIFTED DEPTH --------- BASELINE DEPTH $ ") ) # MERGED DATA SOURCE PBU TOOL CODE MWD MWD $ BIT RUN NO 1 2 MERGE TOP 72.0 3065.0 MERGE BASE 3065.0 6363.5 # REMARKS: MERGED MAIN PASS. $ # Data Format Specification Record Data Record Type..................O Data Specification Block Type.....O Logging Direction. . . . . . . . . . . . . . . . . Down Optical log depth units.......... .Feet Data Reference Point............. . Undefined Frame Spacing.................... .60 .1IN Max frames per record............ . Undefined Absent value..................... .-999 Depth Units. . . . . . . . . . . . . . . . . . . . . . . Datum Specification Block sub-type...O Name Service Order Units Size Nsam Rep Code Offset Channel DEPT FT 4 1 68 0 1 ROP MWD FT/H 4 1 68 4 2 GR MWD API 4 1 68 8 3 RPX MWD OHMM 4 1 68 12 4 RPS MWD OHMM 4 1 68 16 5 RPM MWD OHMM 4 1 68 20 6 RPD MWD OHMM 4 1 68 24 7 FET MWD HOUR 4 1 68 28 8 First Last Name Service Unit Min Max Mean Nsam Reading Reading DEPT FT 72 6363.5 3217.75 12584 72 6363.5 ROP MWD FT/H 7.98 2258.29 349.871 12503 112.5 6363.5 GR MWD API 5.3 124.89 68.872 12510 72 6326.5 RPX MWD OHMM 0.05 133.99 12.149 6558 3040.5 6319 RPS MWD OHMM 0.06 133.72 12.3219 6558 3040.5 6319 RPM MWD OHMM 2.18 2000 14.8658 6558 3040.5 6319 RPD MWD OHMM 0.13 2000 18.338 6558 3040.5 6319 FET MWD HOUR 0.05 35.61 0.53917 6558 3040.5 6319 First Reading For Entire File......... .72 Last Reading For Entire File.......... .6363.5 File Trailer Service name............ .STSLIB.001 Service Sub Level Name.. . Version Number.......... .1.0.0 Date of Generation...... .03/06/13 Maximum Physical Record. .65535 File Type............... .LO Next File Name.......... .STSLIB.002 Physical EOF File Header Service name............ .STSLIB.002 Service Sub Level Name... Version Number.......... .1.0.0 Date of Generation...... ')/06/13 Maximum Physical Record. .65535 File Type. . . . . . . . . . . . . . . .LO Previous File Name...... .STSLIB.001 Comment Record FILE HEADER FILE NUMBER: RAW MWD Curves and log BIT RUN NUMBER: DEPTH INCREMENT: # FILE SUMMARY VENDOR TOOL CODE GR ROP $ 2 ) header data for each bit run in separate files. 1 .5000 START DEPTH 72.0 112.5 STOP DEPTH 3021.5 3065.0 # LOG HEADER DATA DATE LOGGED: SOFTWARE SURFACE SOFTWARE VERSION: DOWNHOLE SOFTWARE VERSION: DATA TYPE (MEMORY OR REAL-TIME) : TD DRILLER (FT): TOP LOG INTERVAL (FT): BOTTOM LOG INTERVAL (FT): BIT ROTATING SPEED (RPM): HOLE INCLINATION (DEG MINIMUM ANGLE: MAXIMUM ANGLE: # TOOL STRING (TOP TO BOTTOM) VENDOR TOOL CODE TOOL TYPE DGR DUAL GAMMA RAY $ # BOREHOLE AND CASING DATA OPEN HOLE BIT SIZE (IN): DRILLER'S CASING DEPTH (FT): # BOREHOLE CONDITIONS MUD TYPE: MUD DENSITY (LB/G): MUD VISCOSITY (S): MUD PH: MUD CHLORIDES (PPM): FLUID LOSS (C3): RESISTIVITY (OHMM) AT TEMPERATURE (DEGF) MUD AT MEASURED TEMPERATURE (MT): MUD AT MAX CIRCULATING TERMPERATURE: MUD FILTRATE AT MT: MUD CAKE AT MT: # NEUTRON TOOL MATRIX: MATRIX DENSITY: HOLE CORRECTION (IN): # TOOL STANDOFF (IN): EWR FREQUENCY (HZ): # REMARKS: $ # Data Format Specification Record Data Record Type..................O 21-MAY-03 Insite 66.37 Memory 3065.0 112.0 3065.0 .0 59.0 TOOL NUMBER 142827 12.250 112.0 Spud Mud 9.35 148.0 8.8 250 8.6 .000 .000 .000 .000 .0 75.2 .0 .0 Data Specification Bloc; }.pe..... 0 Logging Direction. . . . . . . . . . . . . . . . . Down Optical log depth units.......... .Feet Data Reference Point............. . Undefined Frame Spacing.................... .60 .1IN Max frames per record............ . Undefined Absent value. . . . . . . . . . . . . . . . . . . . . . -999 Depth Units. . . . . . . . . . . . . . . . . . . . . . . Datum Specification Block sub-type...O ) Name Service Order DEPT ROP MWD010 GR MWD010 Units Size Nsam Rep Code Offset Channel FT 4 1 68 0 1 FT/H 4 1 68 4 2 API 4 1 68 8 3 First Last Name Service Unit Min Max Mean Nsam Reading Reading DEPT FT 72 3065 1568.5 5987 72 3065 ROP MWD010 FT/H 7.98 1484.36 259.055 5906 112.5 3065 GR MWD010 API 19.42 124.89 67.4334 5900 72 3021.5 First Reading For Entire File......... .72 Last Reading For Entire File.......... .3065 File Trailer Service name.......... ...STSLIB.002 Service Sub Level Name... Version Number.......... .1.0.0 Date of Generation...... .03/06/13 Maximum Physical Record. .65535 F i 1 e Type. . . . . . . . . . . . . . . . LO Next File Name.......... .STSLIB.003 Physical EOF File Header Service name............ .STSLIB.003 Service Sub Level Name... Version Number.......... .1.0.0 Date of Generation...... .03/06/13 Maximum Physical Record. .65535 File Type. . . . . . . . . . . . . . . . LO Previous File Name...... .STSLIB.002 Comment Record FILE HEADER FILE NUMBER: RAW MWD Curves and log BIT RUN NUMBER: DEPTH INCREMENT: # FILE SUMMARY VENDOR TOOL CODE GR RPD RPM RPS RPX FET ROP $ 3 header data for each bit run in separate files. 2 .5000 START DEPTH 3022.0 3040.5 3040.5 3040.5 3040.5 3040.5 3065.5 STOP DEPTH 6326.5 6319.0 6319.0 6319.0 6319.0 6319.0 6363.5 # ) LOG HEADER DATA DATE LOGGED: SOFTWARE SURFACE SOFTWARE VERSION: DOWNHOLE SOFTWARE VERSION: DATA TYPE (MEMORY OR REAL-TIME) : TD DRILLER (FT): TOP LOG INTERVAL (FT): BOTTOM LOG INTERVAL (FT): BIT ROTATING SPEED (RPM): HOLE INCLINATION (DEG MINIMUM ANGLE: MAXIMUM ANGLE: # TOOL STRING (TOP TO VENDOR TOOL CODE DGR EWR4 $ BOTTOM) TOOL TYPE DUAL GAMMA RAY ELECTROMAG. RES IS. 4 # BOREHOLE AND CASING DATA OPEN HOLE BIT SIZE (IN): DRILLER'S CASING DEPTH (FT): # BOREHOLE CONDITIONS MUD TYPE: MUD DENSITY (LB/G): MUD VISCOSITY (S): MUD PH: MUD CHLORIDES (PPM): FLUID LOSS (C3): RESISTIVITY (OHMM) AT TEMPERATURE (DEGF) MUD AT MEASURED TEMPERATURE (MT): MUD AT MAX CIRCULATING TERMPERATURE: MUD FILTRATE AT MT: MUD CAKE AT MT: # NEUTRON TOOL MATRIX: MATRIX DENSITY: HOLE CORRECTION (IN): # TOOL STANDOFF (IN): EWR FREQUENCY (HZ): # REMARKS: $ # Data Format Specification Record Data Record Type..................O Data Specification Block Type.....O Logging Direction................ . Down Optical log depth units.......... .Feet Data Reference Point............. . Undefined Frame Spacing.................... .60 .1IN Max frames per record............ . Undefined Absent value.. . . . . . . . . . . . . . . . . . . . . - 999 Depth Units. . . . . . . . . . . . . . . . . . . . . . . Datum Specification Block sub-type...O ') 23-MAY-03 Insite 66.37 Memory 6364.0 3065.0 6364.0 55.6 58.8 TOOL NUMBER 126027 145654 8.500 3055.0 LSND 9.15 50.0 9.0 250 6.4 7.000 5.400 6.000 4.000 74.0 97.9 70.0 66.0 Name Service Order Units Size Nsam Rep Code Offset Channel DEPT FT 4 1 68 0 1 ROP MWD020 FT/H 4 1 68 4 2 GR MWD020 API 4 1 68 8 3 RPX MWD020 OHMM 4 1 68 12 4 RPS MWD020 OHMM 4 1 68 16 5 RPM MWD020 OHMM 4 1 68 20 6 RPD MWD020 FET MWD020 OHMM HOUR )4 4 1 68 1 68 24 28 ) 8 First Last Name Service Unit Min Max Mean Nsam Reading Reading DEPT FT 3022 6363.5 4692.75 6684 3022 6363.5 ROP MWD020 FT/H 13.73 2258.29 431.175 6597 3065.5 6363.5 GR MWD020 API 5.3 120.27 70.1561 6610 3022 6326.5 RPX MWD020 OHMM 0.05 133.99 12.149 6558 3040.5 6319 RPS MWD020 OHMM 0.06 133.72 12.3219 6558 3040.5 6319 RPM MWD020 OHMM 2.18 2000 14.8658 6558 3040.5 6319 RPD MWD020 OHMM 0.13 2000 18.338 6558 3040.5 6319 FET MWD020 HOUR 0.05 35.61 0.53917 6558 3040.5 6319 First Reading For Entire File......... .3022 Last Reading For Entire File.......... .6363.5 File Trailer Service name............ .STSLIB.003 Service Sub Level Name... Version Number.......... .1.0.0 Date of Generation...... .03/06/13 Maximum Physical Record. .65535 File Type. . . . . . . . . . . . . . . . LO Next File Name.......... .STSLIB.004 Physical EOF Tape Trailer Service name............ .LISTPE Date.................... .03/06/13 Origin. . . . . . . . . . . . . . . . . . . STS Tape Name............... .UNKNOWN Continuation Number..... .01 Next Tape Name.......... . UNKNOWN Comments................ .STS LIS Writing Library. Scientific Technical Services Reel Trailer Service name............ .LISTPE Date.. . . . ... . . . . . . . . ... . .03/06/13 Origin. . . . . . . . . . . . . . . . . . . STS Reel Name............... .UNKNOWN Continuation Number..... .01 Next Reel Name.......... . UNKNOWN Comments................ .STS LIS Writing Library. Scientific Technical Services Physical EOF Physical EOF End Of LIS File