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{{#Wiki_filter:SEABROOK UPDATED FSARAPPENDIX 2DGEOLOGIC BEDROCK LOGS OF BORING IN THE SITE AREAThe information contained in this appendix was not revised, but has beenextracted from the original FSAR and is provided for historical information.
APPENDIX 2DLIST OF BORINGS DONE FOR SEABROOK STATION (Reference Section 2.5.1.2. and Figures 2.5.9)and 2.5.14)A number of boring programs have been done for various purposes at andnear the Seabrook Station site. The list in this appendix is meant to serveas an index for these borings.Some of the logs of these borings are included in this appendix.Other logs can be found in one of three locations:1.Miscellaneous Site Area Borings, Seabrook Station: PSNH SiteDocument Control Center, Seabrook, N.H.2.Seabrook Station Geotechnical Report - Circulating Water Tunnels,Vols. 1 and 2: Geotechnical Engineers, Inc., Winchester, Mass.,June, 19743. Seabrook Station Geotechnical Reports - Intake Tunnel Extension:Geotechnical Engineers, Inc., Winchester, Mass., September,1975An entry in this table for each boring notes the location of its log.
LIST OF BORINGS DONE FORSEABROOK STATIONBoring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksA-IOld CoolingHampton BeachBeach49'49'9 Nov '681Auger BoringSystem DesignState ParkA-2Old CoolingHampton BeachBeach48.5'48.5'9 Nov '681Auger BoringSystem DesignState ParkA-3Old CoolingHampton BeachBeach53'53'11 Nov '681Auger BoringSystem DesignState ParkA-4Old CoolingHampton BeachBeach56'56'11 Nov '681Auger BoringSystem DesignState ParkA-5Old CoolingHampton BeachBeach56'56'9 Nov '681Auger BoringSystem DesignState ParkA-6Old CoolingHampton BeachBeach56'56'14 Nov '68'1Auger BoringSystem DesignState ParkA-7Old CoolingHampton BeachBeach56'56'14 Nov '681Auger BoringSystem DesignState ParkA-8Old CoolingHampton BeachBeach56'56'15 Nov '681Auger BoringSystem DesignState ParkA-9Old CoolingHampton BeachBeach56'56'25 Nov '681Auger BoringSystem DesignState ParkA-10Old CoolingHampton BeachBeach56'56'15 Nov '68Auger BoringSystem DesignState ParkA-11Old CoolingHampton BeachBeach56'56'15 Nov '681Auger BoringSystem DesignState ParkA-12Old CoolingHampton BeachBeach5656'15 Nov '681Auger BoringSystem DesignState ParkA-14Old CoolingHampton BeachBeach56'56'15 Nov '681Auger BoringSystem DesignState ParkA-15Old CoolingHampton BeachBeach56'56'15 Nov '681Auger BoringSystem DesignState Park CONTINUED:Page 2Location/GroundSoil BoredTotal DepthDateBoring No.PurposeCoordinatesElevation(Ft)(Ft)CompletedReferenceRemarksA-16Old CoolingHampton BeachBeach56'56'11 Nov '681Auger BoringSystem DesignState ParkA-17Old CoolingHampton BeachBeach56'56'11 Nov '681Auger BoringSystem DesignState ParkA-18Old CoolingHampton BeachBeach56*56'11 Nov '681Auger BoringSystem DesignState ParkA-19Old CoolingHampton BeachBeach56'56'14 Nov '681Auger BoringSystem DesignState ParkA-20Old CoolingHampton BeachBeach56'56'14 Nov '681Auger BoringSystem DesignState ParkA-21Old CoolingHampton BeachBeach56'56'14 Nov 1681Auger BoringSystem DesignState ParkAIT -1Intake Tunnel20546N+11.417.0315.07 Sept'73280140EAIT -2Alternate20211N+ 5.18.5300.019 Oct'732Tunnel Align-ment81372EAIT -3Alternate19848N- 0.232.5292.023 Oct '732Tunnel Align-ment82720EAIT -4Alternate19556N+ 5.264.0290.014 Nov '732Tunnel Align-ment83798EAIT -5Alternate19327N- 2.295.0279.09 Nov '732Tunnel Align-ment84663EAIT -6Alternate19117N+ 2.8148.5291.029 Oct'732Tunnel Align-ment85438E CONTINUED:Page 3Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksAIT-7Alternate18908N- 2.4132.0270.004 Sept'732Tunnel Align-merit86222EAIT-8Alternate18663N-15.083.0268.014 Sept '732Tunnel Align-ment87143EAIT-11Alternate18221N+ 9.06.06.008 Nov '732Boring AbandonedTunnel Align-merit88746EAIT-12Alternate18144N+13.5138.5272.824 Oct '732Tunnel Align-ment89012EAIT-13Alternate17981N+10.3125.0275.003 Oct'732Tunnel Align-ment89610EAIT-15Alternate17730N- 8.671.5238.001 Oct'732Tunnel Align-merit90526EAIT-16Alternate17537N-14.162.5231.511 Oct '732Tunnel Align-ment91267EAIT-17Intake Tunnel17366N-24.142.5216.306 Oct'73291907EAIT-18Alternate17182N-26.245.0272.013 Sept.: '732Tunnel Align-merit92577EAIT-20Alternate17158N-36.349.581.014 Sept '732Tunnel Align-ment92663EAIT-22Alternate17195N-32.136.5204.522 Sept '732Tunnel Align-ment92527E CONTINUED: Page 4Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksAIT-24Alternate17105N-35.665.065.017 Oct '732Tunnel Align-ment91945EAIT-24AAlternate17084N-35.699.0198.822 Oct'732Tunnel Align-ment92927EAIT-25Alternate16996N-37.124.0199.325 Oct '732Tunnel Align-ment93261EAIT-26Intake Tunnel17146N+10.667.0347.815 Apr '742Boring Inclined 40*89283EAIT-27Alternate17223N- 7.780.0245.301 Mar '742Tunnel Align-ment90217EAIT-28Alternate17254N-12.880.5233.016 Feb '742Tunnel Align-ment90887EAIT-29Alternate17318N-18.220.0230.019 Feb '742Tunnel Align-ment91383EAIT30Alternate17394N-29.946.057/922 Feb '742Boring Inclined 38*Tunnel Align-ment92288EAIT-30AAlternate17394N-29.546.5221.326 Feb '742Tunnel Align-ment92288EAIT-31Alternate17054N+10.769.0346.029 Apr '742Tunnel Align-ment89238E CONTINUED:Page 5Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksAIT -32Alternate16918N-12.459.0240.015 Mar '742Tunnel Align-ment90562EAIT-33Alternate16840NTunnel Align-merit91054E-14.480.0162.005 Mar '742AIT-33AAlternate16839N-14.480.0241.012 Mar 1742Tunnel Align-ment91054EAIT-34Alternate16780N-19.659.0230.005 Mar '742Tunnel Align-ment91515EAIT-35Alternate16770N-33.530.045.528 Mar '742Tunnel Align-merit92578EAIT-36Alternate16912N-39.155.469.527 Mar '742Tunnel Align-merit93045EAIT-37Alternate16766N-34.317.530.526 Mar '742Tunnel Align-ment93042EAIT-38Intake Tunnel17491N-41.243.0212.024 June '753Extension93300EAIT-39Intake Tunnel17552NExtension93840E-42.151.0195.016 June '75FSAR Appendix 2DAIT-39AIntake Tunnel17566NExtension93938E-39.357.0220.029 July '753AIT-40Intake Tunnel17575NExtension94040E-40.578.0234.014 June '753AIT-41Intake Tunnel17597N-37.375.0202.019 June '753Extension94240E CONTINUED:Page 6Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceAIT-41AIntake Tunnel17500N-38.962.0219.019 July '753Extension94234EAIT-42Intake Tunnel17909N-40.852.0214.026 June '753Extension97006EAIT-43Intake Tunnel17762N-48.951.0218.016 July '753Extension95707EAIT-44Intake Tunnel17816N-51.349.0219.012 Aug '753Extension96156EAIT-45Intake Tunnel17901N-62.836.0191.009 July '753Extension96900EAIT-45AIntake Tunnel17893N-58.338.0186.023 July '753Extension96810EAIT-45BIntake Tunnel17880N-54.537.0193.024 July '753Extension96696EAIT-45CIntake Tunnel17865N-58.338.0194.008 Aug '753Extension96601EAAIT-19Alternate17179N-31.846.0210.025 Jan '742Tunnel Align-ment92412EAAIT-20Intake Tunnel17446N-38.744.0210.812 Feb '74292908EAAIT-23Intake Tunnel17405N-33.846.5210.023 Jan '74292707EAAIT-24Alternate16663N-27.623.053.501 Feb '742Tunnel Align-ment92221ERemarks CONTINUED:Page 7Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReference.AAIT-26Alternate16834N-38.850.0210.714 Feb '742Tunnel Align-ment92976EADT -1Discharge20436N+12.19.5300.007 Sept'732Tunnel80175EADT-2Discharge20166N+07.215.0300.005 Oct1732Tunnel and80848EIntake TunnelADT-3Intake Tunnel19853N+05.431.5300.027 Nov '73281686EADT-4Intake Tunnel19539N- 0.743.5271.009 Oct'73282461EADT-5Intake Tunnel19279N+ 4.254.0271.015 Oct '73283172EADT-5AIntake Tunnel19129N+ 5.290.5292.519 Dec'73283560EADT-6Alternate19052N- 0.8100.0342.030 Aug '732Tunnel Align-ment84242EADT-7Intake Tunnel19002N- 4.1108.0297.011 Oct'73283901EADT-7AIntake Tunnel18853N- 3.799.0287.014 Jan '74284280EADT-8Intake Tunnel18717N+ 1.1101.0256.024 Sept '73284599EADT-9Alternate18313N- 1.5110.0323.020 Aug '732Tunnel Align-ment86427EADT-10Intake Tunnel18410N- 0.3105.0280.028 Nov '73285422ERemarks CONTINUED:Page 8Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksADT-10AIntake Tunnel18269N+ 0.1121.5275.004 Feb '74285784EADT-11Intake Tunnel18128N- 0.593.0298.702 Oct'73286125EADT-11AIntake Tunnel17951N- 1.864.3270.016 Jan '74286601EADT-12Intake Tunnel17781N-10.3103.5240.318 Sept '73287059EADT-12AIntake Tunnel17662N-13.541.0260.026 Dec '73287344EADT-13Intake Tunnel17458N- 8.518.8228.029 Sept '73287897EADT-14Discharge17161N+13.225.5288.029 Nov '732Boring Inclined 17*Tunnel and88821EIntake TunnelADT-15Discharge16941N+ 7.747.0240.004 Nov '732Tunnel89285EADT-16Discharge16553N- 9.138.0243.614 Nov '73TSAR Appendix 2DTunnel90235EADT-16ADischarge Tunnel16571N- 4.033.5240.307 Jan '74FSAR Appendix 2Dand Faultinvestigation90280EADT-16BDischarge Tunnel16545N- S.336.3240.014 Jan '74FSAR Appendix 2D-and Faultinvestigation90185EADT-16CDischarge Tunnel16493N- 5.523.0238.517 Jan '74FSAR Appendix 213and Faultinvestigation90257EADT-16DDischarge Tunnel16660N- 7.838.0241,414 Nov '74TSAR Appendix 2Dand Faultinvestigation90219E CONTINUED:Page 9Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceADT-17Discharge16213N-14.8102.3260.806 Oct'732Tunnel91109EADT-17ADischarge16110N-17.788.0225.012 Dec '73Tunnel91380EADT-l8Discharge15967N-24.045.5225.010 Nov '732Tunnel91745EADT-19Discharge15718NTunnel92402E-23.56.5197.205 Nov '732ADT-20Discharge15462N-40.610.0175.107 Nov '732Tunnel93063EADT-21Discharge15208N-51.643.0190.304 Dec'732Tunnel93723EADT-22Discharge19904N-55.454.0179.928 Nov '132Tunnel94492EADT-23Discharge14879N-58.641.072.501 Dec'732Tunnel94561EADT-25Discharge14931N-54.559.092.030 Nov '732Tunnel94418EADT-27Discharge14637N-59.010.0170.012 Apr '742Tunnel94752EADT-28Discharge-14526N-65.412.0165.011 Apr '742Tunnel94809EADT-29Discharge14374N-47.00.0180.711 Apr '742Tunnel94915EADT-30Discharge14144N-63.823.0164.305 Apr '742Tunnel95021EADT-31Discharge13891N-53.60.591.221 Mar '742Tunnel95151EADT-31ADischarge13926N-57.30.0167.825 Mar '742Tunnel95150ERemarks CONTINUED:Page 10Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth- (Ft)DateCompletedReferenceRemarksADT-32Discharge14862N-58.827.0169.807 Dec'732Tunnel94622EADT-33Discharge20175N+ 9.416.6368.519 Mar '742Boring Inclined 330Tunnel and80459EIntake TunnelADT-34Discharge19977N+ 5.319.0368.020 Mar '742Boring Inclined 34*Tunnel81201EADT-35Discharge19608N- 3.040.540.526 Feb '742Tunnel81992EADT-35ADischarge19631N- 2.337.5300.007 Mar '74Tunnel81974EADT-36Discharge19364N- 3.14.0289.720 Mar '742Tunnel82706E,ADT-37Discharge18947N+ 5.384.0354.022 Apr '742Boring Inclined 33*Tunnel and83394EIntake TunnelADT-37ADischarge18969N+ 5.115 Mar '742Boring AbandonedTunnel83729EADT-37BDischarge18963N+ 4.8118.0350.012 Apr '742Boring Inclined 31*Tunnel83740EADT-38Discharge18962N- 1.078.0198.023 Apr '742Tunnel84445EADT-39Discharge18470N- 1.5102.0280.519 Feb'742Tunnel85030EADT-40Discharge17384N+12.452.0360.026 Apr '742Boring Inclined 370Tunnel and88389EIntake TunnelADT -41Discharge17974N- 1.360.0275.021 Feb'742Tunnel86307EADT -42Discharge17616N-13.5.40.0260.029 Jan '742Tunnel87273E CONTINUED:Page 11Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksADT-43Discharge18275N+ 0.3106.0276.008 Mar '742Tunnel85525EB-1W of Turbine20440N+19.222.599.315 Oct'681Bldg.II78830EB-2SW Trench, S of20180N+14.13.9155.029 Oct '681Containment I79650EB-3 .200' N of21020N+ 5.532.5100.006 Nov '681'Turbine Bldg. I79350EB-4'N of Site22100N+ 4.440.0140.027 Nov '68178900EB-5S of Cooling19900N+12.713.033.002 Dec '681Tower - Marsh79300EB-6S of Site in19800N+ 4.432.554.914 Dec '68Marsh (?)79600EB-7W side Waste20200N+12.214.034.518 Dec '681Process Bldg.79400EB-8N of EFP Bldg. I20520N+30.904.225.321 Dec'68179620EB-9E of Turbine20700N+20.904.028.031 Dec'681Bldg.I79670EB-10Approximately20980N+ 6.731.051.308 Jan '691100' NE of79760ETurbine Bldg. IB-11Approximately 250'21010N+ 5.435.859.618 Jan '691E of Turbine80120EBldg. IB-12N of Pumphouse20750N+12.81No Log79960EB-13N of EFP20380N+15.411.031.020 Mar '691Bldg.II79180E CONTINUED:Page 12Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceB-14SE Corner20500N+18.18.028.019 Mar '691Admin. Bldg.79330EB-15Heater Bay I20740N+18.011.031.013 Mar '69179480EB-16Fire Protection20780N+17.652.572.220 Feb '691Water Tanks78440EB-17N end of Site21400N+16.260.0160.012 Mar '69178900EB-18q, 325' W of20460N+20.722.542.514 Feb '691Turbine Bldg. II78330EB-19N end of Site21350N+15.947.067.026 Mar '69178900EB-20N end of Site21325N+ 6.434.0100.028 Mar '69178900EB-21N end of Site21800N+ 9.450.0150.031 Jan '69178900EB-22NW of Turbine20630N+11.42.568.508 Apr '691Bldg. II78900EB-23N end of Site21600N+10.276.0176.018 Feb '69178900EB-24N end of Site21200N+12.421.0121.024 Feb'69178920EB-25SW Trench S of20200N+18.50.020.024 Jan '691Containment I79770EB-26Just SW of SW20320N+24.13.023.023 Jan '691Pumphouse79920EB-27Shaft Transition20570N+15.66.026.020 Jan '691Area80070ERemarks CONTAINMENT:Boring No.Page 13PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceB-28Center Turbine20580N+19.04.023.811 Feb '691Bldg. II79070EB-29Approximately20830N+ 5.842.662.524 Jan '691250' E of80240ETurbine Bldg. IB-30W side Control20270N+18.57.027.010 Mar '691Bldg. II78970EB-'31Containment I20440N+29.93.023.013 Mar '691. NE quadrant79720EB-32NW of Turbine20680N+19.09.329.824 Feb '691Bldg. II78750EB-33Approximately20920N+10.018.037.829 Jan '69150' N of79470ERubine Bldg. IB-34Approximately21010N+06.349.669.805 Feb'691200' N of79210EAdmin. Bldg.B-35Approximately20650N+21.52.541.512 Mar '691Center Turbine79540EBldg.IB-36SE Corner of20540N+27.42.067.502 Apr 1691Turbine Bldg. I79575EB-37Containment I20420N+24.46.046.519 Mar '691NW quadrant79625EB-38NE of Containment20550N+32.62.3150.013 Mar '691I CW Trench79750EB-39E of Containment I20455N+31.91.570.528 Mar '69179780EB-40E of Turbine20680N+26.22.566.524 Mar '691Bldg. I79700ERemarks CONTINUED:Boring No. Page 14PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceB-41NE of Containment20580N+27.66.867.618 Mar '691I CW Trench79825EB-42N end of Site21300N+14.344.0164.020 Mar '69178900EB-43N end of Site21300N.+26.239.059.017 Mar '69178550EB-44N end of Site21450N78380E+23.277.0100.001 Mar '691B-45N end of Site21500N+21.194.5114.508 Apr '69178500EB-46N end of Site21630N+13.377.099.323 Apr '69178500EB-47N end of Site20840N+12.28.528.524 July '69179740EB-48NE quadrant20800N+13.25.526.025 July '691Turbine Bldg. I79600EC-1Old Cooling21060N+ 4.922.022.027 Jan '691System Design80350EC-2Old Cooling21050N+ 4.250.050.030 Jan '691System Design80850EC-3Old Cooling21830N+ 4.750.050.028 Jan '691System Design81000EC-4Old Cooling21020N+ 4.050.050.031 Jan '691System Design81350EC-5Old Cooling22570N+ 4.533.033.028 Jan '691System Design81620EC-6Old Cooling20990N+ 4.850.050.003 Feb'691System Design81850ERemarks CONTINUED:Page 15Location/GroundSoil BoredTotal DepthDateBoring No.PurposeCoordinatesElevation(Ft)(Ft)CompletedReferenceRemarksC-7Old Cooling22300N+ 4.950.050.014 Feb '69System Design82557EC-8Old Cooling20990N+ 4.850.050.004 Feb '69System Design82330EC-9Old Cooling21900N+ 4.550.050.013 Feb '67System Design83450EC-10Old Cooling20850N+ 4.350.050.005 Feb '69System Design82835EC-IlOld Cooling21200N+ 4.550.050.013 Feb'69System Design84150EC-12Old Cooling20675N+ 4.050.050.015 Feb '69System Design83230EC-13Old Cooling20500N+ 4.550.050.012 Feb '69System Design84870EC-14Old Cooling20450N+ 4.050.050.012 Feb '69System Design83275EC-15Old Cooling19800N+ 0.450.050.018 Feb'69System Design85580EC-16Old Cooling19930N+ 2.1No LogSystem Design85860EC-17Old Cooling19540N+ 2.650.050.020 Feb '69System Design86050EC-18Old Cooling19200N50.050.019 Mar '69System Design86450EC-19Old Cooling18890N50.050.019 Mar '69System Design86840EC-20Old Cooling18590N0.050.050.020 Mar '69System Design87230E CONTINUED:Page 16Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceC-21Old Cooling18250N50.050.017 Mar '691System Design87600EC-22Old Cooling18000N+16.250.050.013 Feb 1691System Design88040EC-23Old Cooling17500N+14.050.050.017 Feb '691System Design88500EC-24Old Cooling17600N+14.050.050.018 Feb '691System Design88950EC-25Old Cooling17410N+10.050.050.003 Apr '691System Design89400EC-26Old Cooling17750N0.050.050.020 Mar '691System Design87760EC-27Old Cooling20178N+ 4.050.050.008 Feb '691System Design84170EC-28Old Cooling20020N+ 3.950.050.006 Feb '691System Design84560EC-29Old Cooling19745N+ 4.050.050.007 Feb '691System Design85000EC-30Old Cooling19520N+ 2.950.050.017 Feb'691System Design85520EC-31Old Cooling19290N+ 2.350.050.021 Feb '691System Design85950EC-32Old Cooling20970N+ 5.130.543.006 Mar '691System Design80470EC-33Old Cooling20850N+ 3.630.530.524 Mar '691System Design80780EC-34Old Cooling20750N44.044.024 Mar '691System' Design81000ERemarks CONTINUED:Page 17Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceC-35Old Cooling20640N+ 4.338.038.011 Mar '691System Design81305EC-36Old Cooling20800N+ 4.510.015.009 Mar '691System Design80500EC-37Old Cooling20710N+ 4.32.007.010 Mar '691System Design80740EC-38-ad Cooling20540N+ 5.216.518.510 Mar '691System Design80930EC-39Old Cooling20530N+ 4.030.030.011 Mar '691System Design81200EC-40Old Cooling20480N+ 4.844.444.403 Apr '691System Design81700EC-41Old Cooling20350N+ 4.735.035.003 Apr '691System Design81650EC-42Old Cooling20290N+ 4.630.030.004 Apr '691System Design81160EC-43Old Cooling20110N+ 4.530.030.004 Apr '691System Design82620EC-44Old Cooling20050N+ 3.832.032.028 Mar '691System Design83000EC-45Old Cooling19920N+ 2.734.034.028 Mar '691System Design83095EC-46Old Cooling19830N+ 4.033.333.331 Mar '691System Design83320EC-47Old Cooling19740N+ 4.043.043.031 Mar '691System Design83550EC-48Old Cooling19650N+ 4.150.050.001 Apr '691System Design83800ERemarks CONTINUED:Page 18Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReference C-49Old Cooling19550N+ 4.050.050.002 Apr '691System Design84020EC-50Old Cooling20290N+ 3.931.031.002 Apr '691System Design82885EC-51Old Cooling20050N+ 3.715.020.0Apr '691System Design83150EC-52Old Cooling19960N+ 4.021.021.026 Mar '691System Design83380EC-53Old Cooling19860N+ 4.036.636.626 Mar '691System Design83600EC-54Old Cooling19780N+ 4.050.050.001 Apr '691System Design83820EC-55Old Cooling19780N+ 3.840.040.027 Mar '691System Design83050EC-56Old Cooling19690N+ 4.138.038.027 Mar'691System Design83260EC-57Old Cooling19350N+ 0.550.050.027 Mar'691System Design84485EC-58Old Cooling19180N+ 0.150.050.027 Mar'691System Design84950EC-59Old Cooling19000N+ 0.550.050.026 Mar '69_1System Design85420EC-60Old Cooling18820N+ 3.850.050.025 Mar'691System Design85860EC-61Old Cooling18510N50.050.025 Mar '691System Design86290EC-62Old Cooling18350N0.050.050.024 Mar '691System Design86800ERemarks CONTINUED:Page 19Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceC-63Old Cooling18200N0.050.050.024 Mar '691System Design87280EC-64Old Cooling17900N+17.850.050.031 Mar '691System Design88270EC-65Old Cooling17700N+13.750.050.001 Apr '69System Design88730EC-66Old Cooling17500N+13.338.038.801 Apr '691System Design89180EC-67Old Cooling19845N+ 4.531.031.011 Apr '691System Design82000EC-68Old Cooling19650N+ 3.939.632.611 Apr '691System Design82440EC-69Old Cooling19345N+ 4.139.939.909 Apr '691System Design83130EC-70Old Cooling19125N+ 4.050.050.009 Apr '691System Design83595EC-71Old Cooling19780N+ 4.740.540.522 July '691System Design81370EC-72Old Cooling19550N+ 3.652.052.018 July '691System Design81890EC-73Old Cooling19480N+ 4.852.052.021 July '691System Design82310EC-74Old Cooling19140N- 4.442.842.816 July '691System Design82640EC-75Old Cooling18620N- 3.052.052.015 July '691System Design82810EC-76Old Cooling18460N- 1.052.052.015 July '691System Design83240ERemarks CONTINUED:Page 20Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceC-77Old Cooling18690N- 1.052.552.514 July '691System Design83650EC-78Old Cooling18910N- 1.052.052.011 July '691System Design84050E01-1SW Trench, between79373E+ 9.816.5124.004 Dec '72FSAR Appendices.Units I & II20093N2D and 2JD1-3SW of Containment79310E+14.011.065.5004 Dec'72IT20218N01-4(E of) Fuel79278E+11.415.5170.0027 Nov '72ItStorage Bldg. II20122N01-5SW Trench N of79250E+16.615.365.424 Nov '72Cooling Tower20027ND1-6S of Primary79156E+19.211.533.027 Nov '72Auxiliary Bldg.2005411II01-7Fuel Storage Bldg.79110E+14.314.5118.711 Nov'72IfII, center20192ND1-8Center of Contain-79213E+15.99.029.505 Dec'72ment II20245N01-9Primary Auxiliary79060E+20.81.524.528 Nov '72Bldg. II20083ND1-10Primary Auxiliary79088E+19.28.0112.0006 Dec'72Bldg. II20189ND1-11WSFPC II, N end79116E+13.811.565.007 Dec'72IID1-12Tank Farm II20276N78963E+23.956.29.529 Nov'72It20111ND2-1DG Bldg. II78896E+21.26.031006 Dec'72II20234ND2-3N of DG Bldg 1178829E+19.425.260.026 Nov'72IIfI20360 NRemarks CONTINUED:Page 21Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceD2-4Just W of Unit II78800E+16.719.0171.024 Nov'72FSAR Appendices20264N2D and 2JD2-5Just W of Unit II78775E+16.56.565.001 Dec'7211111120167ND2-7Just W of Unit II78730E+16.724.5125.028 Dec'7220283NE1-1Containment I,79677E+28.90.0150.126 Dec'72Center20398NEl-2Control Bldg. I,79500E+21.46.527.212 Dec'72Center20450 NEl-3W side DG Bldg. I79350E+15.216.542.013 Dec'722040aNEl-4Fuel Storage Bldg.79698E+20.21.5105.019 Dec'72I, Center20297NEl-5Center of Primary79551 E+16.06.5108.019 Dec'7211Auxiliary Bldg.20296 NEl-6N end of Waste79400 E+14.31.524.019 Dec'7211Process Bldg.2030(01E2-1Containment II,79201 E+15.96.5159.213 Dec'7211Center20247 NE2-2NE of Containment79272 E+13.711.532.514 Dec'7211II20355 NE2-3W side of Turbine19002 E+1935.052.004 Dec'731Bldg. II20409:NE2-4E side of Turbine791701E+185.026.005 Dec'731Bldg. II20508 NE2-5NE quad Contain-79212 E+188.097.829 Apr '741ment II20277 NE2-6SW corner of PAB I79551 E+1216.942.506 May '74120203 NE2-7N end of PAB I79552E20374 N+1713.5115.213 may '741Remarks CONTINUED:Page 22Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksE2-8SE corner of79370E+107.070.008 May '741Cooling Tower19997NE2-9S of Unit I79568E+915.070.001 May '74120115NE2-10S of Unit I79580E.+87.070.003 May '74120060N .E2-11Containment I20435E+25.017.7168.027 June '74 FSAR Appendix 2FBoring Inq,inedPerimeter79611NAbout 40E2-12Containment I20334.E+21.51.0165.518 June '74Boring InclinedPerimeter79642NAbout 40E2-13Containment I20365E+30.50.0169.003 July '74Boring Inclined,Perimeter79745NAbout 40E2-14Containment I20467E+29.93.0166.019 June '74Boring InclinedPerimeter79713NAbout 40E2-15Containment II20321E+13.911.5165.005 June'74TIBoring InclinedPerimeter79179NAbout 40E2-16Containment II20227N+16.89.5165.229 May '74FSAR Appendix 2FBoring InclinedPerimeter79130EAbout 40*E2-17Containment II20117N+13.319.0165.005 June '74FSAR Appendix 2FBoring InclinedPerimeter79224EAbout 40*E2-18Containment II20270N+14.914.0168.028 May '74FSAR Appendix 2FBoring InclinedPerimeter79272EAbout 40*E2-27N side of79158E+192.579.815 May '741Cooling Tower19990NE2-28S side of79180E+181.0101.816 May '741Cooling Tower19930N (ThCONTINUED:Page 23Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferencedF-1'Alternate17600N- 3.09.59.017 Apr '732Tunnel Align-ment86700EF-1AAlternate17600N- 3.015.0143.825 Apr'732Tunnel Align-ment86694EF-2Alternate19189N- 1.413.8264.415 May '732Tunnel Align-ment86875EF-3Alternate19374N+ 9.487.5298.807 June. '732Tunnel Align-ment88446EF-4Alternate18311N+16.8135.3329.602 July '73FSAR Appendix 2DTunnel Align-ment88393EF-5Alternate18332N+15.7121.3319.531 July '732Tunnel Align-ment88430EF-6Alternate18450N- 1.5124.2339.009 Aug '732Tunnel Align-ment87945E0-1Fuel Oil Storage29690N+17.316.516.530 Sept'74FSAR Appendix 21Tank78370EG-2Settling Basin21380N+15.914.514.501 Oct '74FSAR Appendix 21Inlet78900ERemarks CONINTUED:Boring No. Page 24PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReference RemarksG-3Settling Basin21717N+ 9.434.834.801 Oct174FSAR Appendix 21Outlet78949E0-4Settling Basin21571N+ 9.622.522.503 Oct'7478992E0-5Site Retaining20969N+ 7.89.709.703 Oct '74Wall79525EG-6Site Retaining20949N+ 8.219.519.503 Oct 174Wall79349EG-7Site Retaining20932N+ 8.623.223.203 Oct'74v,Wall79175EG-8Site Retaining2106N+ 7.319.019.007 Oct'74Ilv,Wall79107E0-9Concrete Seawall20123N+ 9.510.525.509 Oct'7479720E0-10Concrete Seawall20083N+ 7.96.522.008 Oct'7478587EG-11'Concrete Seawall20042N+ 6.815.931.010 Oct '7479455EG-12Revetment Seawall19898N+ 7.211.011.010 Oct '74Fr78500E01Falling Head21882N+16.4TSAR Appendix 21No LogPermeability78291EG2Falling Head21412N+25.474.084.027 Jan '69VIVIIIPermeability77959EG3Falling Head20436N+35.411.021.019 Feb '69IIIIIIPermeability77489E04Falling Head19989N+30.15.015.020 Feb '69IIPermeability77116E05Falling Head19200N+40.465.078.004 Mar '69IIPermeability76420E CONTINUED:Page 25Location/GroundSoil BoredTotal DepthDateBoring No.PurposeCoordinatesElevation(Ft)(Ft)CompletedReferenceRemarks0C1AContainment I20413N+28.00.246.603 July '73FSAR Appendix 211Overcore Hole79671EP1Old CoolingOffshore- 2.042.042.028 May '691System DesignP2Old CoolingOffshore- 9.037.536.511 June '691System DesignP3Old CoolingOffshore-12.074.574.514 June '691System DesignP4Old CoolingOffshore-15.014.114.104 June '691System DesignP5Old CoolingOffshore-23.024.824.810 June '691System DesignP6Old CoolingOffshore-31.548.048.010 June '691System DesignP7Old CoolingOffshore-38.525.025.015 June '691System DesignP8Old CoolingOffshore-44.046.046.010 June '691System DesignP9Old CoolingOffshore-40.017.017.011 June '691System DesignP10Old CoolingOffshore-40.021.021.015 June '691System DesignPllOld CoolingOffshore-19.018.518.514 June '691System DesignPF -1Portsmouth FaultInvestigationGreenland,NH+79.10.5267.021 Mar '74FSAR Appendix 2CBoring Inclined 48*PF-2Portsmouth FaultInvestigationGreenland,NH+62.065.0271.024 July '74FSAR Appendix 2CBoring Inclined 400 CONTINUED:Page 26Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksPF -3Portsmouth FaultInvestigationGreenland,Nil+61.840.050.030 July '74FSAR Appendix 2CPF -3APortsmouth FaultInvestigationGreenland,NH+61.880.0204.308 Aug '74SRF -1Scotland Rd FaultNewbury,+18.113.079.006 Dec'73ITflInvestigationMASRF -2Scotland Rd FaultInvestigationNewbury,MA+17.650.577.510 Dec'73SRF -3Scotland Rd FaultInvestigationNewbury,MA+17.942.095.019 Dec '73SRF -4Scotland Rd FaultInvestigationNewbury,MA+17.660.096.003 Jan '74SRF -5Scotland Rd FaultInvestigationNewbury,MA+17.634.0197.708 Jan '74"Boring Inclined 45*SRF -6Scotland Rd FaultInvestigationNewbury,MA+17.853.058.008 Jan '74SRF -7Scotland Rd FaultInvestigationNewbury,MA+17.565.5255.018 Jan '74"Boring inclined 450SRF -8Scotland Rd FaultInvestigationNewbury,MA+17.649.0172.019 Feb '74SRF -9Scotland Rd FaultNewbury,+17.857.0118.303 Jan '747111InvestigationMA INCLINATIONELEVATIONDEPTHLogged BY: J. R. Rand 7/10/72DESCRIPTIVE NOTESCONDITION OF COREDIP GRAPHIC LOGDDHPAGE 1, of aSEABROOKSTATION10*SalL.DER- ?nu ran ;RA iTc22.S +0 of RockRock is .res!,-,'minor rusly\fr-c31YOr joiniSrOalo FresbRockAlljointSLOW cu-le-bitko FresV)Rods41G1-1 ANGL-E (6s0)Jo %NTS kr 1'40 2!INTs RN/ALSRock Freshos AweRod-- is rare.- Breaks inOD 1.5,pieceSbok+36,nis are sfamed*:-Diabase -k)ark-cycy, tine-graine.8 wIth dark greznpl-r-nocrysfsRock be.O.ornes a. \iAlle_Coofser ara:Ine.8 - ciark-ereykl) 604AS-PROJECTHOLE LOCATIONBEARING DDH B IPAGE 2_ of 2_SEABROOKSTATIONPROJECTHOLEHOLE LOCATIONBEARINGELEVATIONINCLINATIONDEPTH `5c012-'60'Logged BY: J. R. Rand 7/10/-12...CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESec Sreaks_- pieces *_Roycic"-- BreaksISL)4Yp.Bfpieces 7-mR061yRustyRock 15 Fresh.*Good drilling.locoily .15inor rud.ned or. jointsRock is Pc6r1yPfesi 4-o fres11. 2local rod- or)tits7.Da.ba.se -bark-grey,-6344, smolt dark .3rer-r)Fhenodyst SpecklirsD ;abase - 'bcork3rey,roile..el L0'11-11 small dark-sreen phenocrys+- 5FecklirsRosyE3oitoty,ible BreaRS ""ackliP5C-V-45 _0 CI-11P5pieee5rm.DDH 13-7PAGE of \ELEVATION. DEPTH 3$31Logged BY: J. R. Rand 7tt2. 72PROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES13/ Top of PockRock  rrocteLyweakbere,d, KAI,/ _koned Mineralsdiscoloy ed, Rock **iS Fairly Res-,showing rusty64zinin3 only onpari-insS.Rock is fces tSf'*only minor rusi-,/ , -sk-o:ininoorbScrne:joinIC D ri i-e
* coo.rse. ext6necl1 11reyPoryphyri-ticchist. veryzrciolcA -Grey  vio..Vyoi-.5i-eep cVp A-o foWrion.(80) -Locckllyclockri-z_. rock.20--./-SahiSh - SUID-ve*ica. foit'caion'54.3/ aoticrn of Holex.
DDHPAGE ( of 1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING  ELEVATION        INCLINATION DEPTH g5'.`ti        Logged BY: J. R. Rand 7/11/72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES4,2/ -To F RockBreaks-CIN;psko .8/pieceScHIPScHiPsCHIPS TO z:- .6 'FiecesMPS'Rock Is -Fres11xwith only minorrUsly eittinin3,mineral= s s Aakbcdoy:ai-ion onSome \joihtss s-y_": x x yCI t' h+moclqrate::.)ciNcot,eick_Lser,ev;i2,,n ant,x`Ipiorife,ft.ne-ratheci,Dar\-\-Tey, 'massive, (A);ii-\ihterrniK - coarse-grojnesA31-4 arey porphyri+ic cGortie.coARsEA+ base ftie, &01-1*{-e iSCotored +o dull broon,coARse(mod, iA3eat4ierinG)25.4' Boi-iom ofCoARSEy_eta, o-F RockII ToDDHPAGE 1 otELEVATIONDEPTH -51.biLogged BY: J. R. Rand 7/11/72OGDESCRIPTIVE NOTESZiorife, in-I-err-nixed darkFine 3rained rockQXcoofser.co,inecliporphyrii-i.c 11814 grey rock.Fredornnoniiy aF(ne-graneclrock 4ype.meptum DARK GREY FINE-GRAIN DIORITE3Y 5cittom of 1101..EINCLINATIONDIPGRAPHIC LPock is res1--),Only minor cua)y --=66:ming call/on joints .To\r,i5G 306o.)-)c :-COfRt)Ck 1G resh=nor Rost^COARSECOARSE PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGDEPTH A8.6INCLINATIONCONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES-s:@chips=1.2125.1-c1411).5DDH B-14PAGE ILogged By: J. R. Rand 7/102.8/ To(Roak i5xxPrezh, 04-) only : xx'Icxtaedwr:oh venlel-s,anT X X X_mihor rosy sn XCoARSE-on joWs-Xxx cofiRSE.x IcfROd< IS FM4) Xxxxx coARSE-xxxof' RockDark-sre.y,.Pine-8rci:tned iype predomirai-esDiori , ; xeA 'dark grey,Fine-rcu'ned1bl-A grey, -Coarze-grairle.3 'porpl-yrifiCCOARSE.-.6'_pieces28' Boflorn of RoiLF:3:4_11 Top of Rock 4./(?) D;orife b, icier? )-ica>a.s.2. Dke.O. or Dialaase6ouiclei--(4)-fesslur "tre TOP or Pc:8e4rockl porphyrii-icorfeu:ukir. local zones of rne.,di'uniZfey,rte 3rairi!.ci c\iorife,800 c-Cn. 5;liRed zone.DDH 5-is-PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING    ELEVATION DEPTH 31.o' Logged By: J. R. Rand 7/10/72_        INCLINATION                  CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES* NIPS ONLY--g.(may be-boulder zoner-_--g10--Chips to-_ .51-o 1,5' - 3"piece5_77?4_RoslyBreak5II inl-erilaIS-ft u.skPt Q5O-1-May be. bou.14e,r -zone., ro& ismoderatety. ,weci-herd off+) -7:-dark brown CORock is fresh,\)c) joinishot- 61 ickenstRock .ts ReslitAkhor russi-shoor)31' botton, oFqole.
DDH EPAGE 1 of 2_PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATION    BEARINGINCLINATIONDEPTHLogged By: J. R. RandCONDIT ION OF COREDIP GRAPHIC L OGDESCRIPTIVE NOTES50*^902._Corebeaks 4\chips -ko.3 'fiecesYo-4) u3hotit-let-2-?ocksli2htly fo1Mccieratelyt,Jead-f)execi,Local deLorn-Postfl'on,some:rsty sto4nrsParkIn3sOn 0- *35-- it_7 ,A-_ *--Xs: ,
* GO' Top ofRocktilekaw_ditneri-Ge_hizi-,90044z-6-1C -ti2h-L,Trey -RAe staine.ct_tool.<
* efientyX *0**:s45--  --------^a-DDH 3-17PAGE 2 of 2_PROJECTSEABROOKSTATIONHOLE LOCATION  ELEVATION            BEARING INCLINATION DEPTH 1(7)00'                              Logged By.: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES-Rock. is rotctQraiel/wea.-kfnered,somwhatbleached,_iron staihino, on,Joinfs, +an tleac.63:In micas.Poor corin3. Xsow.**,...*Mel-a_seSmenf- Fine-3faineAFeki4a1Plic cht-,teht ssrey cioartz. ific. cr.15_*y.,S e-eaw.-"`** .....*$*$**. tK...* eK Tom v.....u:I 0 *- SreaksellipS.1- +0 i/_ece- ptSt20**11Z4B reakChips:+0 .81piecesCh43s 4-0.6' eiere_SILOModeraidyrock sorre what\31'efached, Voca9y -a(ong1' tallest Sorne 1 -i3v\ roslyMoi- a. slron3 Toce.\nherev\ti y-45&deg;:vloclaccaeldLnity wearoCkRock ecome 5D-"rairtY freShCAPS ffock i s Vairly fresh,55f--miror rust- on partir\gs -JRne-svainecl , I 12hf- greyfelcis p (Ai\ i so)-Ns+FojtrIy avezly -61 io,Ced rocic -fel&IC SC-V-ltlloyefed l.01W190arf t'fe. beasO.\-throush-outfetdspathic schisi,greY, fVrie, grained ,160' Bottorn of Rote DDH(9PAGE of 1PROJECTSEABROOKSTATION HOLE LOCATIONBEARING  ELEVATION          INCLINATION DEPTH          Logged By: J. R. Rand7/16/72o'CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESzoL30' -47 To of Rod<, 'Kock30etOke,tnC,hi 1)540 .31:17- pieces-OCcA-SioN4LLYVVGGYeCr----Roc( ssw8iify:LHiwaskred, dis-Ke0tOrei Arotd1-Oui" rn;nor*sto;ttir5 on 2""_3c,(1{5 tanparritizsMeaseAimenl-ary RockFeick paGc(ritic) schtocnVaavy) Variable,Lihkrey ,;'nesvaiylecl *A306: brecti.ts bofOk_cenA atxoss Qom ,tog/hova.67' eatiorn of' Rote DDH E- 2.0PAGE 1 of jPROJECTSEABROOKSTATIONHOLE LOCATION ELEVATIONBEARING INCLINATIONLogged Sy: J. R. Rand 7/11/72CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES---,rOCIC i% r''OlideiCLI)/ : V.,....1. S' V 4-o......_z-everely omit-erect : x ..:- . ......iVIrouahout, bleached : , ,...s..:div... *tg' *K , ,IV U3hi- 1-041hiSh:II.......1.0.,*X Tey. 04+,.) crumoy _ 4 A i,........ .....-._x........ ,qo odpee le,__- . ---.To p_ol.Loc._k___cereciottlnor\ily meAcksedirAentocrzHc;-o feick_spa.-41 .nror1e (bleached cice, A-e)oe,a_A-intin.2), \wally 'tnierloyereclbleacilea deoomposeclvJel8eciccarse-groo:ne,d)cci.uw in_903,r1z.ruSty dckihi n3TRAMS CribRAL (114TRUtIv) CONTAC1-5o:%ch+le4r-ergi-Pncoo 'Rock is moclEtT4e1yweafrNerea, breakscxr8 cxctSS Cot 'al (.011 *No Tod-, 6ot("" poodt)lcdr))(:)t nts,trde,coaroe--3r0:tne4t ivc'r-OrIc-Rectollecl 10 \ ;Bht i-annisk grey)&deg;can y laye,rediGraciatioro_l in1-0 .Ve,185pckilic,EU-k 5c3.;f1.)t- greyFine b rneclt.om Cine,51"0.11TaCHIFSctilPSopea csy weoi?-\crSo eosiiina ofWx-ssp, Verynor _ru :)-1-r).11-1r)X X.XX XX XXXN.A4,...No. %/x**1.*."**s. XW *As.WV,**ws *",_NleVasediment- -Felkc ..Irlist, _&fly Vine-gyapeci)evenly Fo 1 cod-eck . .11.3\ It c. medium Brey 'micaslocally discolored to -tat \ broconToo' &Atom of Ode DDH S-2PAGE of 2._PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING  ELEVATION        INCLINATION DEPTH I50.0i        --7/11/77.Logged BY: J. R. Rand 7/11/72CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTEStiC.Iitcler-'aI 0=-126*32',-ofea.k5-@ arqpt* 40 .5'piecesC:)c=::)s.. ....NOR.. .0.17*130=--Chfos7 - -to I/-piec..esX...owX V^\X,1*....ea'*.Note Srnooth or po(iSheA "":rio,ce,S Seer) or0 ccaSio nal joi(4- Oskrr-52.Cho,rac-lier;sUc ofohole rock.CHIPSCHIPS:2. ctop5=_WOCk 15 6dYCHIPSfreA if\ To03no0+ *rIll nor poodery."1" cH1P5siains 0+.Far i-i n355CT'-:minor sWeAcensictesjoi4sZonenW clior;Fe, 9Yante, orc,dark-arey n-assiVe 9UartZik.bC050' Base of Bakers - Top of Rockchit- Fpoc,cat( y ciocurf-zii-ies-1.:1?--srey/ Cine-3voniecle\fenlY Folioleci rock-dspAlicFine. - Bx\ed tzreyevenly foLck.tect.-ckJoirizi_mhor solutioh---sucxeasibEsCFeck'Sf:?ocicst310i-tyweAereci-some .44rosky 5-taini n5 On 7_tjoin ora-pcyrh r)8S.0**en,to, *JG:Q0C0+2.i ;1' C 1 -1 CObreaksCh;E. spie,ce-sThroujiloufops_-_Break:@Chips7{7).6'p,eces_tifeaksplece,s7chips to.2qer.es110a1DDH B-21PAGE 2 of 2PROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATIONDEPTH KD.0)Logged By: J. R. Rand 7/12/72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESso' -BreoLks:&Ch6p$An.2'ri,ecesgoLlthrocnhoottel:,pfk-fkoreldspaiAic.6016,1,3*fresh bui- poor,iothi-s and viarf-crsParis on bo-kf)Rock is ickirly s50:-Local minorcO----CH 4)5rUbl 6:kihirr3HiP5croSCHI PSIP5505:7);:lictai4sirs cxna parfirqse-CHIPSCHIPSsubjtel%,SC CiskAy1611 ktrou.c\hout,Statn n3 On j'oints =c-J 50*CHIPSSome ,:ico;nis z\lotzSlicivi-\5i es coveredwith xder c_oakin3,RoCH IPS rntnor 5[-ainin3 oh 50E--joints, breAks on-bo191,30kts cki-8?ockNosAyCHIPS 1?).03/0 0 Ot,15Schi%+1Wc15patkic,tight 3vi in ccxnecl.Lzci6 Wdspar 1-1n3ers-Roc-1-C is evenfy Pokatedava.142-ific./Fe Id spofti cFelk,F,Kc cchi3-1-di'thf-r42-clium'areY,(nd gra;neid,Evenly Folic,feci rockCHIPSCHIPSSel)ist feldspoAk.cas belowSek)iSft-Yel-Tnk,rnZy9003-kz;ii.c. (ocay,Fine-sYcx,ine3, 11'.3ht 'Bre)/.Even 11 Folt'clie815e.' Bottom of HoleWatt t sorrie rrfi nor FofisVit'n3c,\-\tits
* flcCckafacier-sEicay Caulf- stl'ckensces CONDITION OF COREDDHPAGE of 2,SEABROOKSTATIONPROJECTHOLE LOCATIONBEARINGELEVATIONINCLINATIONDEPTH 11f.01Logged BY: J. R. Rand 7/12/72.DIP GRAPHIC LOGDESCRIPTIVE NOTES50.2/Boo (rzone Imixed cloril-e,cola grey oVC.citurizifeboulders. Not nloc}, weafrlerir376' 0F oF RockerecLkseafL@Wps_- ofeces -_1306( i5 sir y0 *..Vt., .r*PCS6-1141 'eldspaig'ic.ord,c"-)-ioe -Tam&, evenlyFoliatedtoCERATrr,EWEAIK R (NG WeOcnothreerrisco)ooJion, oc.r);.1-rvsty aJntbS*arid sot o'effeds on 30645 *Ng'sCHIPSHIPSVOGS\ *...*leand partin3S-ZHIPScHIPSCAltPstoI , -pieces* Chi pS.71p..ces,^.^^WOC1CS 1irly57*:---Fresh_. __-zrAiniy-)A fkindFELDSIITHIc111i1101- FOC-0.A %,"FcLDSFATHiCxfek5pDrCli3Color--*^-.*-      ,no          lb VSchist, 1-i4sancl-ii. L1:shf -3rey,Cl'ne-ankinecl, evenly-5-. _I 20---^
DDH 1-73PAGE 2. otSEABROOKSTATIONPROJECTHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH 11(04)1Logged By: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES100^-Atf'S.S'pieces%c,k is aah-Hy?A:LLI:PA.1411411tCWeoffiered*-*Schfauv.tai , i81,11--sty )every foVaieci^No MOVEMENT ON DIABASE CONTACTS)-yrXft.".**CHIFSC,I4 (PSct-HPSHIPS,VuG6YC.H I PsSiain .or\joras 5552Occazioy103ereek5IFTRU5IVE CoNITAcT,140 IMSPIACE 1ST V (De NGEFoci< rairty -Freshslicabityweathered .Diabo-SenesrainectiSOLphenoclysi-speckBLEACHED ROStythirZOWle.join s*S-- Cfecti-tsma,- pieeesRoCK ISgisAcwo(cHILIED zcwg ?) "TO TANCONTACT DIPS ES NeerIAL. o ScH(5Toc I Ty.Wo zkevt.Acerism eViDENCE ON CONTACTCH ipsCH IPSCHIPSCHIPSllytwxclRereci*.Pnetasedimenf _9bck is lairlyiresh o sWHyu.\P-afered,-orne :poodery statNns_:::Pe. 6HA16Ev HMIsV--*1 **wVAg) ntS 0-hdn3S. Sor-e.-Breakslo, ch;f,s-40eabizt- Gtoczyk-A-te.,SotneLoCe104.0,1-Eic,, .Pthe-erainedi rnecl;um fi34-Wey. EVenly foliated-ros4- shins toc_cLity_L- -7,-. *Rock is k\-eshDio,_6oze- V61e3yc6ned, dark-grey to back.Spck(e.ci pherocrys}5.--pteteS176' ex,11-orn of' 1-iolt^
DDH2.4tPAGE of 2_PROJECTSEABROOKSTATION HOLE LOCATION    ELEVATIONBEARING INCLINATION  DEPTH VAI -771)/-12.Logged BY: J. R. Rand 7/12/72.        CONDITION OF COREODIP GRAPHIC LOGDESCRIPTIVE NOTESI -10*-44v--&Mk-ICSChipstopiee^4rlyIGHLN,a ATHERCD(Ifs cck _au srCHIP5Rock is rAo8erccl-ovweaf)ereci 'I/1'4We 111-.1out) \ ocally svere -soFT,Ru5TY,-herl o:comeact=arote. .,:soir4sT1/-1-04(ini-ervalseotoLLBreaAcs -:ChipSt3 1.2'S50_ ()feu-a- _CM PSRUSTYRock realeofely:oeo,thsrecihh-out Somebleoth)eck, tcltscolDreck tosEvERE wle-IATHEROG,2..ROSTPu5rY n-oi 91- Local' ic yWatherech-rusfy-oneSE3I-EACH Et)SrealcSCANi?Sfo 2pieoe5cHIPs,SorfHIPSSorr, &deg;wry,ock lit(kraiely:wea-her24 -1Nousl)-72out, Feldsparvet\lels discoloreerfo +an. Some =effs,::vk.)8s2/ Top of Rock iorife , infer rni xeci Rne-3rtkii Clark- rey roass;ve.0,nct coo rse-smined I 12shtfRetoritNAgrLy-FINGRA wet,oy. le rorphyr4ic,rnecilurnrnecit'uty, dark -3(ty,nart-ow geir\in3@ G-k) tt inkervals. Veins55- C30. Akk ve6ls &scolorecitzinb,jwec4er;Roc.kfojt-ly COM pad/ LA3e.a.4)ennir3 noi-in3bi tioo. cloveWELGED BICT STRucToRE WITHSURFACE WEATtiMED E.FTECTsFINEar'Y8.0 DDH21-PAGE a of '2PROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATIONDEPTH ig101Logged By: J. R. Rand 7/11/72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESRock 'Is *9,411-(y40 mode rati norno\ FeAdsarveinlets'are. discoloresL-kan. Rock not-hckably weak.A X)(soBreo,ks1:?bdci 5(C31.NiAyA-0 mocler44usTY,Wea-kh erect  t1 or -_r- WEATUErRIk,,pi ecespt n3) veln(el scieY-=discotayed 40 jo,n,1.-coN1 rusk)/ zoneswoLl OFS:=10 t.S/pieceSk4tPs-110---Cy' ipmot= roNGck 5[81/4/tlY :tO .5'RUST i-o modekelyv,ieces_.-RuST Out, felciSparS t33di5Cdoreds.,iqtete.,--120_:_-_*q.: Lp0a51 tosly zone5 on .3ol 0-5Interrni><eci Pme.sra,necibark-9reyl;orile os-Agrey cmrse-smineciFine-erc6ned rock 1-ypeerec6nlinoje s Rock discia\oreci\ke. weoherm3-Tnier mixed Cine -an8 Coat" e -s2Y-ci.tned D iork. High 0..nolevr-ininG"ibli;ntervak , Rock -(s. discoloredweoritxr.ice* INC(LIGHT To tin oe-R ATE LoFATHE-RiN6 --cOmPAcT).I2V Bottom-koteOr\ .3645- Breaks DDH B-2 c,PAGE ( ofPROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATIONDEPTH g3.01Logged BY: J. R. Rand 7/11/72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESBreaks@Chip6 2.5107: pieCeS- 3' "Cop of Rod. x'sFINEsoln;ect- kin 1ocol-.-xFINE0Fine-arained,c\ark-grey) intermixed u.;144-,Coors0-n4k rock(or i fe ?)*FiJEn.)5sl-anin3on.ol-1(3te :jointse 5' iofervais' CHIPS,N5TY*mtcH I PS,RUSD,--LI CHIPS, Ra.STY*----vt1-11PS,ROsTY.7\NNE.:)c )1/4 )1/4FINEX 1. 1LFINEx23' Bottom of Hole00 DDH - 2 8PAGE of SEABROOKSTATION PROJECT HOLE LOCATIONBEARINGELEVATIONDEPTH 231Logged BYz J. R Rand Viz/1iCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES4' To of RockINCLINATION* SrecLksDIABASE-(BouLDEA?):g Chps-.81- piecesZorii-e in\-ermixed do1<-3rey, fine-3mined and coarseemined , I1'314 grey.ISFrectominant(y coarse-Branect1-YPeK0.40 Thoderatel)1/4Lk) eaii-tered,*x-1-hrougboaSDTV. 'rock De--Coros;+ion and =heo,vy cost oY1c1/4nale.:304571 X ySANDSEAM01 PSI SOFTilSAND SEAM.1CHIPSCHIPS\F 'NE23.7' Boilory) of HoleNote3D/22_Rock Qe.a_ii-)erirsand, ruS'r appearrs due+0 orrcx.c_e. wea+lner.ir5.*Beeen wea.iirlered:zores rock iS_in'teMai(y.
DDH B-3c)PAGE 1 of 1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONELEVATIONDEPTH g70' Logged BY: J. R. Rand 7/10/72_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES7/Top cR-ckFOLIATION)10I--:,e,8rea_KscS%.d< is fresh,only local rusiy :sio:tnin3 on.1 .solnis Moskly 60'):::Loo arnle(30) -jointr-:rriecliorn grey, mecNomcoo,r-se-9rainecl1 locallyPolialeayotanife zones,: X s-1/1-oi,5'.Foci< iS Cre51-). Biotife - X x; eces&deg;jUm mo,y be sVsMly wea-iferoT )sx-sr^Porphyc-Dlocite,$icAlleSpollir-27' Botiom of (-101e Mr{ VERTICAL. ZOIN T'Rock isCoAR5EFIN-61tAitsIEDFOrphyril-iclor;fe,okoR%-rTop of Red<rD* *inter rn i xeddark-grey rine-riosd andcoarse_9rrx:ne.d4yPes. coarser-3ro:meA rockkends k-o weediler MOM. TharlV'ine.-8vainecitb bwron ron%ni r)3.jo W57@6"4o V inervccis'Rock is stightlyWeo.i-herec24) SActjecOARSECDARSE'esh \ook-23' Botlorn of RockDDHPAGE ofPROJECTSEABROOKSTATIONHOLE LOCATIONBEARING  ELEVATION          INCLINATION DEPTH          Logged BY: J. R. Rand 7/10/72CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESNay 6k-o2kn;n3 pr)jo'n-Nis634!oynBioRe. 13 sligh-fiywerae-ered to showrusly'broLor, sti-eakNo sUe..kensicies DDH S5PAGE 1 ofPROJECTSEABROOKSTATIONELEVATIONHOLE LOCATIONBEARINGINCLINATIONDEPTH (c. ILogged BY: J. R. Rand 7/10/72CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES2,5/Top oF RockRock1- CHIPSBroke r,CHIPech.,Fskleteces:"Ei.cHlpsCine-3yo:\ ned,VY\edi'u cto,rk-s reyOcca-sorwAi zraciAl (.011;6.,pinenoc-rySi-SV'resd.inkrnally,mansaneseskt\inin3 on closely:k-2,a.c.e.4 361 ryks--..-14Z COWS'Breo,ks.2%1/iniervalsz.5110intGenerukily Virienyck:vned,meAi urn -I 311 greyori(.).31+1(1zonesOF?0,p)-yr1-1--ciorifer..R(is --es\n,..Minor rusty=sto,thirn bcoly(Yr\ joi niss 'Josints nof.(mfn&deg;r PYr'NMINolk RUST40 1:2-i1kliCrWS 50_1f 0%14DRusy GNARTz. AND CALCITE l_tueo voG41,6' Bati-om1-kole^
INCLINATIONBEARINGHOLE LOCATIONELEVATIONDEPTH 41.01 Logged $y: J. R. Rand 7/102_DDH 6-.37PAGE I ofPROJECTSEABROOKSTATIONCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESbpl'piece s700,30 n+Rock is reh - xXxSorl11'3\-+ wecaerina 0-nd -x-- xInferVOIS\roY)3onijovnks.lfl300dipG.' 'Top of o ck CoARSE'--C) Co i fe - mecium Pine...-9ra.;redmecil'om dark-greyi massivePE.BmATITEN4wCDAE.TuRAEZ6 3007k 'IS arkeremily : II' )4wIT-H RuSTYn\w-rsFresh collY1 -}Nr,_-u ),65-,i0;ntrush/ '5faiirlinq on* x v:Joinis._ v. li x-K*rAIMIKoST Poc k-Resh.xNo kVA-except-0,skShOWn4- X X ).t\SO,SUcken5deWOCK k 5-CHIPS :Nth Y-05(yOn:f;1145--1c)(),V ).-KC.5.3o n'ti"Aecii)rn Pine3fa'ineotgfty rnas5ive Dor+feHigh arnle ,jonts @ about/pEGmA-1-1-tEWITH GARNIET/lbuRMALM.0)4N0SULPFIIDESi-RINGERSBoitorn of Hole PROJECTSEABROOKSTATIONELEVATIONHOLE LOCATIONBEARINGDEPTH 10'INCLINATIONCONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTESDDH 8-33PAGE \ of 2_Logged BY: J. R. Rand 7/10/72.Cock.me.liode 1;3htgrey Loil-k rose calehesjof,said e8 srey akil'orireCoarse votned rock oppeo.r.,CA. at1etfrISN- f.-\eoneA'rockDIABA5E Cu1-5 OloRITE on) INIRUshlt CoNTACTci-tit.troDi 0.130.5 e Day14, grey, Cirie.-Sra.ned, w'cg- dark sreer,sAen 0 e.rysi- 5peckl n9 andoccasiona( pokbes of epi'cloteCHiPs%ck 15 rnoally-Resh, W local =SLIGHTmoderai-elyLuEA-NERING wecdheyed -zryneS7o43c*cex\ O ,i0int-5  -ROCA( it FMSV1 -suG14-r-wEA-MERING exce,pt- asCHIPSMinor ocalRA' on joiniSCNIPS,Ros-ryFbck is -es'i-tMinor rosl-bcakty on 4,0,1411K TDiorfkk- rnixea c_oar5e ardCihe sminectDiabase Dikebiorite, hix-8 coaze andne zv-a:khed rock SCHIPSifes11Very I itlie skoin;igg.ron 3oinkS2.3' Top of RockFine Gra+necl rnedium grey diorite,RockBreakse.t /t01.5'inketvals_ereolcs@Onps-\-opiecesi pS.61 pecespieCeSBrokenCYf;Ps+Ppieces PROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONELEVATIONDEPTH 15x.5'711017Z,Logged By: J. R. RandGRAPHIC LOGDESCRIPTIVE NOTESCONDITION OF COREDIPDDHPAGE 2 of 272.5'Rock is Vresh.Orl\y veryMinor SVt3V1i-510,inry3joInTS701_A A* A-X X-_PEGMATITE" X X XIS 'VEINReuc-T BANDWGAFTER META-SEDIMENTDiorife, fine-3ra;neet,h\edt'um- 1(.8)61- 3rey, withlocal -.onesofcoarser-gral'reolfelci5pozl-hic rockIIBreakses1-1-01.5intervats2Medium- COW"Senal Diorite. -Diorii-e,:rnossive chrkrY -rnecil.um-Rne 9raintalioco,( zone oF coorser- -3rairledporphyll'tic biorvt-eOccasional FeldSpAic 1/6hh9RUSTY STAIN105.2'i5Minoy-roslyor' zorrienistock is Presh-ti-woush oot, Oplyocca.ohai int nor0-3or ]oints'Roc-k hot closeyjointed,.NO I l'Ck enSldeSRusrEb,PITTED,125.2' WEAMERED6ejointCHIPS,Iliwog RUST ?c& is V'TeshMinor 'rustyS-Vainin5 onj 0 SU KaCES.I 45.2.1%els is fi'e.,5nDior;fe ao_rkY) Cine -,ccosf analctoare. grokne.8, (1:3-vtgrey zonesFreclor^lfnOxii-ly Rne-grainecbior iteeottor, of RCAe DDT-I3PAGE ; ofPROJECTSEABROOKSTATION HOLE LOCATIONBEARING  ELEVATION  INCLINATION DEPTH 72_/        Logged BY: J. R. Rand 7b1/7A.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESRockrD;orik-.3cc6neci_vv -vvNps 'rn-  V Vv '163'7oc_1. is Pe_sV)- XXXxXFusfyonly OccasioraiYefycud-Or1.30t'Vt-5_ k x--cek is 5\i_shrt(,3ets&cec\, pt A-Loi-PI kr_ak rod- ,or) joirirs6040706 iots21 iniervds^poesor,a:61e. /trait-1z./ reUsfxkr(0('Wi bvi( cratizAn co2ni-errnedum dark grey,Virv- erainpA 1 massiveDiorik dark<-Roeoro,ne.d , x5 0.-1)ove,Ra_k -Vcesbcy\inoy- sienin3on joscF3Ock f(CS\1mr\or YOf _ch,()s\9f-. \\V =rjnfss61i3H-oxtu'r6,3 3\ ;04. t,,)-kcv;c5'th5G 64'siNownc-ayft , a,:ek reyorained, LicCCC-aSiOna.)*CoosSe- COarSe.-91-0,;ned, -z,one,srD;ord-e... Jcilfkgr-ey, fine- _graineaCoCax,S1011.1200e-S_arey, coosse sro4ne.ddtorCoo-fse-xX X X coarSex It XXxX X XX X eth-rxk X X _X X X  cob.ree 12/ Botibm of o1e.
DDH 6-10PAGE ofPROTECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH GCO35Logged BY: J. R. Rand 7/11-12, "72..CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES25'TRockcrlipsOnipS0-10celcskisvi(yoaiktesed, wiX-)X.Xsknityl_: X x )-(A coarse,X)CX,i'trt5chips(vo99YChips5:0E-r )1'sAt4s6Ael Shoon(Rosiy X )( Xde*ACIFiren4 0430,CerN3F- XKAjOirliZ,)-X X XC'Ct',S/n7:-,>()CrYinuror'I";,:jo'Lr-\is co.Ny z-D6 Iler_bfecks3 'Rock s C'esS1 2:NY \lexy \minor 114+ rusty ;5173:ps -+00k-k--ctIfie.3MC )4 Cparse.:x y
* X-X )' CearSer-ock f,-; .Re<i\-) *kx xx-cf,u,se1=x:>Z`Kx')(CoOsSeon,,joLnt-s0) ass-)4. xole)r)(\.=x*- x x KOC-1C tS V-e_s\-)`A kCcosSeX X XaxIrseCoateCoo.r Se.icArise,in\-emiXe8dosk oey o..n8 coarse-oomedI\fsc,ay. kskr\e.,-3rane<4 rock?Teckom'oncd-esrnxed 804-k-ge/ftne,srainedon (t4-ere/CbarSe_ 91.0,10e ,orsd-e_ ran'tke.) coarse, 4'4 3A-seySecWeck yncusstve.INDr=yy\eA;uYY\'fz:61-\e/1, It'gVA gvey -FoliOjec\G6.51 6oftom of Viola Firut.Cocu-se.P1x,coarse.Con'tel i-1-\\)628 fine-aaHreddark- gey mazsive a_ndCare. sictiv-led IoreycoaiseCne,tjtiyeclcnd cocuseDv.dioriteofNoleRustycRC)C.1 641/only uary rnno rrusty stairT Iccallyon joinfs._,j.c."(nis3cf_ic,b3CkipsDDHPAGE of 1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING  ELEVATION        INCLINATION DEPTH GT51                          Logged BY: J. R. Rand 7fII-12172.,CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTEScrip.s(ROA sIS ci..irky-6-esh, sulRject to :lusty -ictin;rifilsorre Loccxkeniykg_or ) joints_-:ChpsYutcRAK.c,"1.1/4-1Oflkr,ehsp-skielyk...)c_atf,ered \any* n1ex natiChke31nYJIY , C!-.5 GVIOwn .j6in15 (se-70)DtoRI-rt 8ouLDERSTor._of Rock FINE.tIk.J m+).gra'tricAdco-k-grey and ccaxse-scoheciliQht -9rey. Gxatse arairteAvirexiorniv,ai-eslock, Ty,i)(eddark-3vey and CoarSe.r oraireti1144-+MS 0.5 ...ShOtOn@ 1 4-D1 'Wel-vats -----Rne'RockNO rust onjoinks STATIONPROJECTSEABROOKD?) 2.PACE I of 73ELEVATIONHOLE LOCATIONBEARINGINCLINATIONDEPTH I 0-'11-'CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTESLogged BY: J. R. Rand 7H12...,MocktoWy afthilereci.bleaciw.6 brxciatect %rock, =stylo-11 6okt greeng:e-d<5 Apeas le) be-same.. -roC_kbeico- X X X(R6C1C is Pcesk,toeo-geein3xkolit? OCCA rinO1 \--Veinin3sprerioe5. OLfl3xshoco rnmor ros---S6ntn_o. air-4t t *110avais?)-dnoos fine anaufa.r(wen-tett)*ex6e,eyamie,a, ty,ass ve.,-rAecl po-orey,itfx.ctsteocoiftrl prornnert Felecioartz_ ve'mins3 of Ksh an#5--li,o10-sic(?)'Rock beczyme 8;ci6Isicv`tafk.-3te-y,raivleckdark zreen p\ex,ocrysts*Top g Rock .11' Avetalrenfly GL 1A)eathere.(211;cyrifeRrecciar D DI-I- aPACE ofPROTECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH WiltLogged By: J. R. Rand 7110-11112-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESr_-70Ica-- veck1DreakS.elift, .80_ peces:chto s7 F) eces- CVmpsP'ee-e-Sbceok s?.vece-seh'Rockmi,'\or.,..)..sgr_r: +1-t`Pock-marks Lohex-e- *,Oe,t)ocrysts have-_ +WerAeXe-da out+ *x NixC1-45-644-ty= -,NN\\ vncdelately %XoRw_reslicb-pd\-X\Cps  x$77 v.++ 1-1-+ i-f ++++++-t4-- 4-i- +Sligtif.(ADeoiCoeargro. b leac hsstL-sorne: febsparsCh'P3 Tan . Fairly comp.& rod< -Roc_k aeache.ci, =n)ecliu M-13row , pnehoCnMs =LOsa.Alexed(3f-ff fan 7-r-13ocA, bec_om&sarct phehocrysis1\to14i,shAT,31ea:1,74s-BLEACHED CHILL 7-014E, SILICIFICATION -ChipS7t0-139,31%CkCal(ly VieshChipsMinor 5-fa:tn s on 5DOm hernial dark--.3yeer) co(or.Vtorrush/ stak 6v1 LW, Zr1+5(RCek i 5 CO:Ay-freshfA=Warabase `1*(ke..(?)Chill zone_(? apharyk.C.,(,5C.oh4iAc-r-`Do1-.() khi-Svey (6(ea.ci)sheAr zone_ - oalcied hi arde kA).(4cii3Oacemenis, Rockis corn i)aci-, IDreaks acrosscore, co^d no+ no-rolly on hl'eksl)ear Ikan2s.`Rock roccityrpoyly2. Cal&pathized wi-& zed ihrielit.ill -zorle,.cLIOCX,/ (ine -actineci closkaey, wiki\ dark freet-) phenocryst(small ). Ohly gety minor itev,11,3r-Dia.6seC-h IZone. Welded breccia_ *Wl blCA)005e, C141Si1efe4 e.0Meksame-h fccicscinis{s/ minorfeldspaff,i7,1-6,1Shear-PROJECTSEABROOKSTATIONPAGE 1 ofDIDFT-a 2-BEINCLINATIONDEPTH KAHOLE LOCATIONELEVATIONLogged By: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES134.3'rock dick\iky sy_  **-*ere-CV.()el< ts 5 y -_- ' .-:...: - ......_ ........weaCercd fro -oof 2._minor(-06y stanir Oron:joints. I) bleac-hed ArD broLon,ryrile Ao z{ic,<ensickesor\ joint, ,.S5:civarlaae. a.115k-,oafion 6)1 hol)"Diabase, ,Eine, ,3ro,.thed, I (ski- 3rey fcck161Boi+orn of 1.61*15c.1'4-o .8''EOP-J1Chq:1Spieces6 It)ieces Rockbre4s@...V113 2ecesDDH 43- -1.6PAGE ofPROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH 2_8.5"      Logged BY: J. R Rand7;.CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTEStnirlortuSkychipsRock is c'e..s\-)Very rninor&alcae =cock.413 or .sorne.:Ao'Lnis. Mostlyhok- rusky.Fas' "Top 4 Rocli_iorte `enKe.8.flea,dark-3rey ana coaze-gvainist.c6h-k---ertyvectorAironilyFine, -2ro..ine4 8t'orleCazr92coarbe.2 8.5H-0 rn FHoIe*ir Reck )5Cres1-1 'I-6003110ot - =LOCclify mor6.0(4-enene4 r or\504-. -minor -01r)t, sorickce.5 -sIkk's -chloritemr:D't :joints ,low2d)-zo-'Col 8reak5G"to 2.'A-erJOA 5 or'lowange jot nf5200-30f Y5DDH ID( -1PAGE ; of 1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING  ELEVATION        INCLINATION DEPTH 2:1-        Logged BY: J. R. Rand 1-214-72..CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES10CHIPStwillet)Vu9SCh-e cev+,Cvnted joiriiS -61thrcx)shovt on 301ock'Fari>e_fres1-1 bui,Shock)sclev60 prfw,Y=Cis an -jo;n4-5 andpl-o,ocrysi-5TOP OF ROCK 18'Diori feiR'r,e. rai neA larey, , ass ve - closely.kitne-cl3"-to\Y\A-er\f0-5,j0haue 6it'cisen5;8e_ -1k-6riseckxvv:3deveAcvniexct-Piar; k-e C'ir\e -5 raj nex4barl< ey as abovemoss i yeCHIPSCHIPSCH(PSrlier)V U95Dor;ie Fine-zrojnecl-c;c:cey, rnozsive -oc,c,lty speckledroul\ aea\oS1113,FpSeIS FRG5V1 DDH VD1-PACE 2 of,2_ PROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATIONDEPTH/Logged BY: J. R. Rand 1411172CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTESChloni-e development550 -*-744.141(-T. X X X6 '- X X(Roc< is Qe..s11$x)".X XX X XX Xtdike++ 774' gof intiusive, chilitci 41'34 coni-actVarizgra.kneciimedioro gley c o.Aifed conios.f (?)G5'joint WI'leref I erect on = 916 exr,_ept97,6H,98,8,_lotoanqet,X SRiledxC-OCk 6shl* X Xzis&deg;Jointchips415&deg;7W\joints Zone.15 SOffx xFaulf zone .-buf no of parthfly opan.-xX Xpr;lkx bleakS30;45 arelow atmglezo&deg;merase dpOrihler b(eojcBreaks or\?`"angle joiniSShown. No rot.x xJoint ho,v)x xrntnor yrufe-X X Xsmear. - x x(Rock6s1).= xLowQoini5formCore.breaksCorebreaksonwide -spacei:joinisRock becomes rnedi um-coarse graredQk)oXk. 0 tinfern'xecl coo.re- andFihe tack -ypes.A pparenione, sof-we4 by 10:+.er;i'.3but-not ruLiy or Ic..ke-r\Sicies3.15 clfv000..ez.YYASSUP- fexivre, -rnecKum coarse erosineA, notfOlioked, meo1ium grey.eolt-cs,on ov- vole DDH DI-3PAGE ; ofPROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATION        ELEVATION          DEPTH 55'        Logged BY: J. R. Rand 4102-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES* I' Top of RockMv'A-`PinfsiS Vre.511. -)k)(1'ose_ zoe'-zort9a0,0aZ diorite, nneeclChipsMinOr rud-y- x ),_dark orey. Localy w'itindips- x s )csi-o.ins tocally-.7.-y yy s s'I rregolor 'oticx.t i o n .ChipsOYI jOl'flf5-x s s)5'joints x___joilmtcROCk is Ciesh, No 7-s ), $x s _Czoccitz. cvoril-e , a3 abo \/c...85`19ofrusk- on joinf5.nk.s : 'A V V7C'cj-ir)+/ Shobi ire o-..ntClo+, r)of(-)Ii itocAi;5s,rncic00,itc,ib rAsi rock chi. s (111n3s.. ::" )( x x_,!  : 7,,r(ghy cci.hre.6:9tcbine_847.ptossibe ci;a6cse dke5-4,rfastdeOr oeorite,t9chobn-f)eint--'*:.?ock is fresk, :' x A'ANY Vdi n ino 0 De-n65' ':-11 onno-t ru SI- y . se: x y yOs uox+z. at.0,-; ft, Dreciprii;nanilyOn joints. -i)tal-ion.s s x *Pine- gra; necl , mec Cum ore!.-ainis are.---- 2 -4._-- ejoi-itt kvasFoliated . Foliofion varies2oc'-oclips* x ., kin c4 and sfrike.- ....... * -q) I '-'2-' Wriervals._s s7onjoirif,Smooth- x x )4 crosser rinect_(Rock Is fiesh, -= vr w I, *X x S,7e-Clop jo;nt :pints locally15:-4-'. 4 '.1 \'')e(ded' bre.cc6-14-i9V\t` 7566"LA, en or i .e. slippery clue Ao: xiig .., ..y xx6s`).30',0t---:slickensfded .y y X V.65-.5 Bottom of Vkolea_
tntrus ionbreccia;coeldeciBecomesCoaczer-inect000.ftr_ diorit{e, fine. aroArecii,Medium dark grq /fairly massik _but IocoAly shocos Vac kaiofl,A-e)(6... Narrow \Jrfs sometimes_simw minor vog3y zok)+(onGoosi-z.donk, medioin- coarse:3(-`ne4 Rock eidensive,Yilroker 11 pss ible shear zon2Rock is '04eredy siffir-erY 6346 chlorite% Mior sickihs bytnfRosty.D6rd-e fr\e:3ra:kned dcv.ckeley ocaly 106.) torncoatle owne,i dio4eDDHPAGE of 5ELEVATIONDEPTH 6c1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONLogged BY: J. R. Randii/vt 1-12.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESa-71.6,5/Top of2070'\joi145k366-1s11"''' /-5c:crif ltiVArsc:os 1(10-. VuSy ciA:, Some joints ICIihiS :....)/ 6101AMinCf k1089{-:SK  @23-21f,.)'h.1,,F,k is 6s\_--v,.-). 3o--elcidtps aery'@ciase, m m-ar , ,_611'5 nieniaiS dUSIV Coatqopil .1% .6/ On ,p1 iS, bu _rpkPot. __-:Joinisot-ifl -10,-) sli'cket, toe -,'=irliPsor smeared ckonie.:eg'sjo'i(*r'ockCairly =3rtufesh bd. .,'. --:4ersofte3W by-cWorFeClose-TIM(_ZconialfSheosio3.: -_;:rne,, -tYlinor v0a3y L =openin5 /1\\o Ns;'tsMtno(,voaqy Oh 14-MoST,-S JoIrrts aXe hot&deg;Pen- wetaedock s--re,sh,CnofChips3' Base oC \toss 'In Rockccar5auarfe diorle predr.nytiRne-To.:tned rf,4unl- dark -8 re y,mckssive_ ieKfure, xK14xDiDH D 1 -PAGE 2_ of, -3PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING  ELEVATION          INCLINATION DEPTH 169                            Logged BY: J. R. Rand11141-liz.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESCorebrokenas shownCore broteensAlown?reAominoly)igh oy6ieIIch ps- XX655nt setock is 1nreshXrninor ehlontc70piritirniror11)1'04 0 UtXCRAirnrusi-x 1,zine writefaccon t-NOrus-xer64-61,145:- xyX YYxor c', rROCk is85 /-verrj nor rirtygnese:70fD;r-ifShIco'fiN,(Ani ?yritxCleanalleann3 onCiorne-Qoknv,S%Y_*XMectiOm Coaroscpu cliorkfine gro:tincai A-grey.Locoj ca-.1.1-ser (9ra;hed zonestor (ft, preAam.thafily A\tite,-9Yaineck, ckkAc erey. Some minor -local coarcer-acted patailesis .Tces\,..,oo7ejointirresurar 7-:10 infe '64Corei)ro kenas &town66- f4'040A-ionCorebrckex,'Shoon6.5.CDIAkIn'Rockezh =70,0t,Core is broke,r,,5mocce,hi, closely on el'oirlts 2an4 cca'osiorYxt7,--750. sow_-bncu,N3anese, and pyrite., 27_oruoirli-s, Ghat-pioun3vlar bakz,-xroe.kCero \f\<10.14/niinor 61Rin5VsjointIfirocy3lloot-x-yx xare chiro.akerV;c_.-x-Karle Mar131 ett)e'Se-arriKpyrite ZtOkini113 bflQoints,*Fine-gvo,ined1c6rk-aey. -Oute moss'Iye WureLo.01,t1 ocaAshosis.%ckRes,dosidy.2./-1-0f079--rvoJsYoYyin3 ociiii-uc.-Ie:; aryl Lersd 'fpfine,073,ine,ci 1dark3rey,(ocdlyvoloely CoWed ,WockVcesh nof weo:there3ikroojnout.X yXsYnooth,cltain DDHPAGE3 of 3PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION      BEARINGINCLINATIONDEPTH 16 9            Logged By: J. R. Rand If Ivf /72_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESCorepynteev(:A(er)znlearS51.v3tonro,(eaksco.1/Cokni P s14enials:F.: No Rosi-r?ock, 't5 Fresh-Lccollysurfaces ore.slIppery oitk ekorite-ckvalopment. mos\--\Jteflfln -2510 30 too ange:3cAnis., .$ttaom9 V XISy.V XX 7%X le a.t.111KU S E C.3*.rrACFTX X)( Gloalz. cV,o%4e.,Mecliu41 COcirSe. gitColeCtaoorf-z. dt'orite) 'medium grey,nneck ion\ Coat-Se ork'mecl,6re 9rcx1ne4, diryey, MassiVE,dionfe,* 169' Battom Coce. 'tsbeAenCht'pSier_es orDDH DPAGE 1 ofPROJECTSEABROOKJ STATIONHOLE LOCATION ELEVATIONBEARINGINCLINATION DEPTII 65.3Logged By: J. R. Rand 12113172.CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTESioolder-.c..1or4e1 rniczeot.)s,o(o-fed1513' Top iz)P RocK.predominculiirne-srainedC:_=)Core 1Drwis-.3/c e7,SoZiointz'e.7'Orozci hi3h-01/4.11a(p.jOkri5_____ 7Dejo'irit, rus4yCore----4 rt-4Y1E t_.1'.1' :1 7s'oirtLIN is Itesn.r).2- *'-'fedieces ---:-Y(US CCaCCCIAin90, 20b-3,6\-c.&r\ OW C1118+- +ptk) arde -`,:jo'ir,-1-i,l,3otnis * + 1."-"...* 11,51- code8Om 15 ----\wi spread :+- +*Ils as 7 *nterva-,..- 1.- +_ANoon .+_ +cA-x)ci *,Aak 7on-rujgyvrt a -27 rozk.JO (nv3V (7 SObjecied=VY.TYrP,Ohon-etk-ects.ock 'fs VeshPcprnineni. rusAorm-on on jocriis,55ints-r0(r_urcxniervals riejno!'4,64);;te meoseckrode rcirg1heovy (OZ I4r-k 'P ft eSli70oNsl_yJOITe>X XQuark diorite, rrIx.--ure. ofCcarse aott .Rne graned rock7FesWI arde(76&deg;-75&deg;) rhuSife. confatt, tOtkied 8;kce ,dck.tissat-eysob-black, Cot q-o;tne,d, masS\fVQ.-6sP.-RS and krotRCGC cioseiy,joihied at varlovs'tikes arlA ctps. Lou anje0 0 ) oinks prectom;nate.rbiabas. A'keiasThesthe, isu,6110,dc, Rne evine{inocicX X predfxfit'AcurnyX$ Crxtru IlainectX X)(G5.3' Bottorn of l-tote.
DDFI6PAGE I. of \PROJECTSEABROOKSTATIONa./HOLE LOCATION ELEVATION            BEARING' INCLINATIONDEPTH 33,0            Logged BY: J. R. Rand134 3 )7 2.CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES' Zo :'are dean bot locally:: )e A -'kxfure. rrosive.,,joinks *=/, ::-ha.ve rusty c_caling- x '1, ?;-r"az shown . aints _ x s'kni-ervals --3cH-D-106. No: x X X---X X-TranSi ti 0 061 Con-t-act h oil an* joins. -  x - x iC X - at-al+Z. cAtorife., coarse cavatnecr-__a RuSiy- k X xtAINi- Srey 33.0 BoitOrn Of 40,13.0 Top of Fac r'reis freshQcoxtz_ cLorcte, rneclbrn aYcktned,eoKAY-;Toiris nonyiolyx %Mecihiln-dctrk3re-Y/ sP'ck led 15.4/ Top OF RocmediumCoarseWA?. diorite,/ predomillariiyfine, iyx.fh,P,A, rnecti'urn grey,Lady, oi-th hi3h afigle (7Y-8)-ToUc;J'ionFine,DDH Di -7PAGE ) of 2_PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH It 8.7 Logged BY: J. R. Rand 12.111-111-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESOck gedr),d Psho ro.sk-cx\joinis I=Lou) ounle(ie-sejt.lrrt,@--=cle"'intervals. C-k7c) joy)800_900anale; jointscurved joid;nierijoSVosio0S ocLervirk-ions-_curvedolnis Fresk.7d)-clop,1.\00\ tPYra-e Totni tend to=on -bli'afiovA ptanes,::4 Lot also cross.-609-76cjntn i 51:A0 n _icki-'011pcion)el's.",pyrife.on jointsWjointseshRcPACjoirits joinf5 Follow both .7-66) h4-0s8le -CD4alia7i=and 3e-1e (No otyz3te =vanobk,rf ixk1ernST:ko roz*. Pyrite onSome-joints .^aoctri-z.d.-rk, Rne.--sra;necl.3-0; n-VnTr-reloenfconc_f_rytrak-ionsoclor5-,AcAsneS.cvo5s-cuts -ola31on(:)c)-410`)clips,Qoarit ctionfe, as clove,Fine-sva+ned Collated of 6e-ac0dips^
DDHPAGE Z of 2.PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH ti g ,Logged BY: J. R. Rand 13.1r-171-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES(Rodc CTesh.eedo;ot 3oh@ 6' ID Z165&deg;.3,06-`ed'ips Occaionci(Vock(-'-resf) ,3onks@ O30kus \r\k\r1 on3letosHo 6 .51 Rt.kweakeroci on ,pritr.folt'ofion. Not rod-y,boii twxy rv\ocleic&y weathereocCk6sh breaOh 90.0.011-b-5/ .1f-yeirva(sGoa.(Yort'{e/-fl'ne- yam ,meciiom-ry/ follio,+(on@q5O+070&deg; dips , 'Rock parts onbioftle fokthions and across roldonai- various aflityclesGoarfz (or,kxoi(yfoiktied, medium-greyFine-graineJ,on(y weakly -6(01-exi *'ID massive 4e4ure13reakspieces      "as- Chi S,'- NS  EKalcs:#110 2_(i:Aeces                    118,7'Bottorn ofe DDHBPAGE of JPROJECTSEABROOKSTATION HOLE LOCATION ELEVATION      DEPTH 2,5-BEARINGINCLINATIONLogged BY: J. R. Rand 11/11172-CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTEStor- Core- Broken'Info Chipsci-ups->-2o--CA-11PS --->V'clippins ris Rock is51131.1 y 1-03.1elf's/ly Fieh_-01 rattler hdly7051/4iDif\-is,loiniec.) which = x hmiycauses consclerable-= xof Core.x&c.k.kfctiLy rusk/ *7, xCM ions as Awn: yX x'Top as Rock ClUat+-e. clior-4-6/ fe-edomit-anfly11'16 u111grained ) I oc_akYMecli'vm-Arey Cobr.minor 1ucebpmentabout zot JepTh. FrIcthon is-Very sleep Fo ve,rficoi2q.5' Botkorn of 4c:k PROJECTSEABROOKSTATION.LJ1):-... Di- LiC1HOLE LOCATIONBEARING  ELEVATION        INCLINATION DEPTH        Loggea BY: J. R. Rand 1241302.CONDITION OF CORE-ogDIPGRAPHIC LOGDESCRIPTIVE NOTESBreaks:@:1/.621- Diece.sor, 3o6-10f Rusiyjoints*2ru SfyX7o jpint&deg;,or.k is 'Vred-i._ x steaks on -o-io x xcii#03 y3inis-1/-x xRock is -('Tesh.Loodly = x)(rusty sfainl on -some, joIn 5.X X )(- -. X4.T,FOCK A,Quartz_ diorite, nixed fettred,c-lo,rk-gy-ey micaceous irockCoarc_& -Bia:,red I i'se.ter sray ryiatri'x.'Rock 'LsfALod. Layerira &6o'cli"i3Gro,-;,-hc -texiure, voLadePrphyria quotriz..cViorife.,aS af- bollorn of ho(e21-.5 ' Erittorn of 140le.-1.6'Rodypleces DDI-I- (PAGE I of 2.PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION    BEARING INCLINATIONDEPTHLogged By: J. R. Rand/2112./71.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESBoulclerI 2' To_p  oF Qw.rtzrnecl'om -cmrse 0*21.4\e_,l'94 nieckum grey. Locally foll'atedeanale (bo0-700)ciifps.Sreaksintervalson 30-iocisock is Cres. Rosfy!nin3 or 3rYle,ptriB, mitOfl a,(ios. sock breaks =-bon-n(1(1y OA 30-ledipping joints<-4intervals- :4-,$ "X VERY FINE.4- I's  GRAINED)4  FkoCKRock s fresh ,1\iorod- on joints. 4110 =arele,Mos4 breakS Oh 0-610,junisctuartzikerecryjzklUzed by cl ton fe Quar-a dt'or:4e, medium-coarseatc6ned, rnedi'orn li'9ht grey.Loca.1(z some --)01ioL1lor%Ste.e,pHrer srainecl near- fopsectibn.ais dips, not rnooff,ave pyrite coa1-in3s oVIhi.311joIntss/rcotk 600jotn4 with pyriiex xzx xRox`k is -Fresh.\lot rositon jo .--f5xu,xMosf,join are X )( XxFiner 9ra:ine_c;Firtr- grainedRock is q-esh,no rod)/ on sjoinis.Mo3{ brerxis on l000-  _arlde 2.0-3o. jointSne_ciVY1edo srey,Fok-konis. steep 60D-ctd'anci wavy DDH DI- 10PAGE 2 ofPROJECTSEABROOKS TA Tio N HOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH U2'/      Logged BY: J. R. Rand/74/2472CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES1 13Yactics_:,*_,POCk (..=, CreSh.":"_:. CNes fD -LEb-6_)(11S on b to: 1/piecesc16"--I rk5*gh eh,sailcol-fi .0311 eCIOD-Uoa) JD; nt5 __-:-Dips - e.71.-100_joint9 ip\h aY1,4 e (85f- clo ) .7)0iril wi-c go,' 41CO--L r-eaks -i,44) arqe,jointS --::g1/10..6/ -1_Me- Curved/ k.I.V.-, : pieces-7`)-1.? chlonfe or b I ot-ite:,,00"- s fri so rFaces*117-_-thyouJI outspt,';'t.01_yri, fe.. --1very, , aoartz cYortle/ fie-rods, massive, w clea9f-culled, med ium-srqfoliatedBeCorieS Coo,ce-sy-G4leci vock112'13,6fiorn of ,c,tehas pyrite wail 11.5=
DDH PI-11PAGE 1 ofPROJECTHOLE LOCATIONBEARINGINCLINATIONSEABROOKSTATIONELEVATIONDEPTH 65,5'LoggedJ. R. Rand /24072CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESa.s'cop of Rock uutz clfOr;le. Preciam;oontly,fire-tred(om 3va'kned, Mediurn-grey idolth loc.cd ColnFiner4eXtUreS. FOI4On G-)80or (5e.e.per50j0;,-f rock is zliehflyweaitlereck 4D IS' 7.1Oiri5(pCk iS VreSIni :Oith rninov rusfy .=._10,aqe Sfain5 ov. ioil-Tts -@(00_300 locally 40 v8;7 '_dipsePyt.ite coccf:An3S _on 0i ni 5 be(ow _I 8,7 '7.."_Coarr..er-,BYalnect65ejoint85:joirft-70c:joinfo ?c)e-k,'-Fz resh. 7_146reatCS MOStly or+D-30 Low cx..Inale*_-,3 rifs 01/-2'2-Rod<.,T6r\15we)....100@ I 1+0'IntervalsC-ocArGerciarK-9treeniSkdiontcloarit. diorite, praclomincintlyRne-atikhed, hokh0"61)\,/Co I ickierl LocoA zones-coaxer 3rcnQd, dark31-cc-Nth dorkfe.ccy-Arcser-grechfst,G5,5' Esoitorn of tiole-DDFT j2.PAGE 1 of IPROJECTHOLE LOCATIONBEARINGSEABROOKSTATIONINCLINATIONELEVATIONDEPTH 2ciLogged BY: J. R. Randlq13172_.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESToinispck_30-eicPRois .-T-esi-)dipSMinor iv*khroU3S1004-onsome iov1sRock Is i'res1-1,.;(7---..-*ubed ko minorMIC:kk)Sriuser-in1,0earenn.c3a.ndon joints Skji4VrAillire on --X X XleQUariz CliOrje,t Ne v0.1.11E-4/quik MCcaceoos (6iolfte in zones _oin8 kv\oi-S, endosed in coo,r,-3taiped 9uortz. clibrife mcd-rK.M icaceooS mck -ype isflc apparemekseciimehfary. _t-icks mther massive --t-exi-ureq,5'9rop of Rock tioceous60,i.irfi-Rock is Fre.sht,loi-Rosfy 7-7 -;<=*21.5' BoiWn of Role DDTI D2* IPAGE I ofPROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH 31 .01Logged By: J. R. Rand /02172-CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES00^ockEreaks.1.1-b1.5 =*pieces :=onan8le-7.:t0) soink5-1-J,o\31ci.e.rs - cfuosfz. clior4t* 111-Tc>p of Rock Qucu-i-zpredominanfiyFne-yojhed medium carey, wtt-hoccastOrpi one of coos-ser _grained, 1- rned ium-9 fey yyykiv-mqaireraiely,-erect, rusty)vosay%ct; i-N,shminor rosi-v sizt:or).011 same '..psol.15-Zaise%ism ,AecAlerin3 ,&ic becomo,s\ fifeCoarser 9vaned.t+.'pcitoRoST O (3(3E31' 20-ticsyn of Hole.
medium-ro,;redik.C1111 7-ce4 of base - Near CorlAr*CF (3 ) 60.0' Bcn oF\-ko\eatme d'kkce, sub- blac-k,-CA'ne Tainecl, c,rys6.111'nePROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONDDEI D--3PAGEELEVATIONDEPTH 60 . 0Logged By: J. R. RandCONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES-10*2o--25.2' Top oF Rock. DtA5A5E DIKE/ wcLDE-0 ConvrAers tokl) Goo^, :on j 0 nt s -It, t'Atnor1%0(5 S11.2ht ly+ + 4.. 4.: Com. 1-eaks:i C)-ps,op* *lc x x @ Chps6rjo+ht, (-4e4ered 40*rU 5x x A: 40 .s /-'_1(usiyabout -3 C. Fresh -= y x x_ _* peces k"i-Vbelow 3ii, 36;nis-x-- x XX r ),X ---A60c30Int Sh OW (00O31 Cos+ ":coafirys and some: x-cm PC,_.; ROST(* )440* Core-TS chips, SI i9h t --ocl c Lw_afiv.in_-x ...,",, _:re-a s -zn'inf"f.st-, sock is C\ckirlif 7-....t.++tt -.1.. Mo:,i- \jotn,s L--,,..r__ 1_- _..1e5 zi-@CA-N.-- x it )c3cP-Ao ueS" -0 V*511, , _ x xt -10 I/4 c4s Some ctusW coai-iT :  x X Y , : piecessc,j();,,.On ' 0; nf5. re1:401s _ ' x.".),-*),.6D- IIffje dt's col orec17x..,--a 046, minor rusk+ f +it) 33RC-k is fresh*4- t?eS._ 0. .60L*ceT\(:Z ow_cons 'tic; t__Ovo.d-z ction'te,r,ly coarse-Gro3fled1 med um -srey mfcaceooScon6c4-, LoeldeJ Dioiasecike, so6-Uo,ck, ik'e,-grojIned95 ;nkrusive. contr.A.c_t, welder),1Op...ckzit- te-px-eaoryliv)aryny.QuARTz-t-re tISCLuskonlCOOXSE-TaA)cleca;t4rvive. conkoz+, weAckci PROJECTSEABROOKSTATIONELEVATIONINCLINATIONDEPTH 171.01HOLE LOCATIONBEARING611'p 0.-ttd-udeCore. breaks are,Chcao.cflerist-icoll3o 7:DDHPAGE of :5Logged BY: J. R. Rand 11/24.112._CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESx-{i-e41, not-XWeAfflereCI.,71: x$- x.30&deg;30\ yrt)y%clear-lino rt-ASi-cfjcini, h() r(Af. Fockx :?b,:joirlf, clear\ On 3edif). .L- X.)(x)c-- V V %oslickeilsides* x:K)foliojion--OCP:xx36'cii.p or)Yeinlefs in ?ock is 4resV), _7-4 4 A4Bre.cco.,zone(IS above.,Coca sksBrtkek-,@placess-HoLar, incod i-jorColumnVery -thin veinlets.shf bleacinnggocke zfron.s.Fine-Vinect52.1 /to53.5'iS weided,healed,sollAcict sone1.)ori.te,alooffe, mixedcoarse. -Ta'i neclaeyenc.losn9 fine-,gam, aarK iorzy dro(ife.X 'tiBreakSCoreas-'Rock is Cresin=.,/as above: iehogs40 kmt onnber break dql,.,13, pint/or ver,n'iNRDcR becDnies kifecbmitActrd-lyOxicse-Tainecii with relafive,ly.SMa.1( -zones of fine-3ratoe.ddioritc .FineVe.in d'SxBreaksCore.CLSC211,011Fine eroinectvi6eck coarse ctc'c-Nne 8ortie.21.5' T of RockQuarta. dioritc, rnecl2rey,iifYY \olY1 - caar-se -EOlocal fine-9rainedc1ak4( erey clorife zones -as shoor,. Rock i3Purf-r-91111r124Fre5h crysiallined STATIONPROJECTSEABROOKDDH D2-'ftPAGE Lot 5DEPTH _ELEVATIONHOLE LOCATIONBEARINGINCLINATIONBreaksihCore.a_S. ShownEineQ0cortt dorLte.1cs above./ -vcedomnankly coar-ackInedLogged BY: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESQuartz 6iorite1 as above,vedoirninanfly coar6e-3rainedmedium gre, koitl occasionalFxfches-Rne-araiir)ed,dark arey dt.RneRnejsraneo. ciior'ce,c)`"veiritels, ux(cied rnicroTaolfcoarse153,oinl-tRuSIVE conrcAcT1 IRREGuLAR AT 65f DIP?orehyrific_ quartz diorile,coom 3reaknex3irno,ssi&.nlochum ey oki-k slightsr eenish f n3sFine- ,sra nendiorite'Palk iz freAsh/as above. No-rust or sfainins.brills coal( -fPirocij)- -out8teaksit\co re.slpiA)nErecd-s 'in coreas s\pon are,coknNionly--3o ctippia3 joinfs.-Faation76kYliS are deanys=notand' -do not Cit'p UntiErnix_iin one direction, -cock fiesh,as above.EceaksCore,asSlloconFineFine.
DDH2-PAGE of:3PROJECTSEABROOKSTATION HOLE LOCATION ELEVATION      BEARINGINCLINATIONDEPTH 171'      Logged.By: J. R. Rand 11121-111-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESI5-: Core.BrOkerl-: shoon7 X X(ROCk 15 Pre,ShzXha WED, eredX x?(xPorphyrific oar diomassive, coarse-gramec, Meth UO) -3"Y.
Ouarizdork, Verrn'ixeck.Coax- and PLreira'kQed rock-fypes, Locally Foll'ai-ed at K8ha.* clips ot.s shown,14Quolfz. 116nine..--3rosned 9u0.4. diorite,rne:b'urn 9fey, mass'ive,peP per - salt +exiure_)( X X CbarSe.PROJECTSEABROOKSTATIONDDH U2L-5Ot IHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH 65,0'Logged BY: J. R. Rand124102_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESSOLACIer 24neoverburctenifst'ne- Taineci dib rife,o' Top of' RockRodss are s ocic cresh --Breakslocu-c.aske 20- 50 tamed iyIr)k-etrialsWolk)65 -Of\ (0(.0\ceArockartzter kce 600_,jontse:3/62/'tnervalsniockmakse2e--reshpreduryftnantlytsckloto at-131eatinis aye,._-6-1rough out,low-arN3lejofsBreaks -RockRock is Resh,@ 57.6'intervals.1665' Bottom of Holec=,0vu -E-Slieht1-U5/-ot oper, folioAlon plane _60a-_amI BEARINGELEVATIONDEPTH \2.5HOLE LOCATIONINCLINATION--1"'Rockqe.5,orlt mincr-+1-1-z k1/4,:snzsoh oinfZ - xDDH 02-7PAGE ofPROJECTSEABROOKSTATIONLogged BY: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES107'tr t251 Top DiabaSe dike? v8xy .ne-ztro.:tried,very dark .3r,ey kobbzi<Core brokenCh1psi-ViTou3h- outCore.oniskerfkou..)ana\e-2,0Too70(NrrS2076906 DIPSAT 3''To114 T e.P..vALSRocK t.tobGRATELY we.A-NEREn,S6F7ENIEb on) 3'0131'S- 4-Rock does no-i--i- ck.??eari-Wec.di)e red)ffs oiToserfly k)kt-rDkAtASS OKSweakerte4someu+atl: x )2'2'dri wx llsy poorly-*-)(5o0 conia.ci;,octrkzned;ury, c_ocLyse---,ffrainecl;IenycimeAnn._.\us.konsd.D cco1.,-vide,d) intros% ye.i 0-base-Vexy Cine -srai het(sub black. zq-een o6ine sFeckle4lQuarl-z cliorae, rrorr-c,ockmNC8bands of.Cr\e.r zvo,:thea, (Yorile, z;v1n3O. broaA foo.A-ed effeci-6keeov dipp+tx3 Cok+o-k-;on -ok.5 31noioncRmveo'Rods65 irrfrusve. con,62-^ + +4.4,117.kolo-se, vet)/acfn,e8 sob 1)1azl< w1-14(\ localspeekl;n3 D D- /PAGE Lo'PROTECTSEABROOKSTATIONHOLE LOCATION  ELEVATIONDEPTH 125.0/ Logged BY: J. R. Rand 14071-BEARING INCLINATION            CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES8reAsP.140(.5pieceson lou)-anste.jointShosT aNgThtiP5,e.e-to '85Tocto.sotts-rRock .15ro1/44y3okikS. Some.coafin3s:joik-)is18,rok<entsy\ kmangle,joic)s@.51+0intervatsG008.rilhiNBreakswick.'microlsCLQAN)LOW At4GLEzbit..3-rsCAWS'S tCLCA!ArisLe20 too85-*oli4TCALCrrE FILLEDo SUCKEMSVXSCoatuzRfRock 'S Vres\-17:--kkvfoo(21-\ -ook''Rock Cres\-,boo:2,1r,a01-zpredonnnm icaceoos (chtor4;c)dark-3reenishBreyQuartz diorae,coor.e-gnaine,c1 rnect;orn ave y.tocoly if4e.rm;xed with finefarone-cl diorike. Year +op ofsechm.QQartz- 8or.kke.,In'rer mixedcob-re ossantitistle.A 1-08<,4yPes1)ARK MlCACE00 5RoCKNOT ME:MSENMENTARYI 25 130."rn Of 1-kAe,^
(-Quad-2. 4orii-e.) 0-s above,ha.ssive, medium fine,Thedwrr.DDH*PAGE of 2_STATIONSEABROOK1142,11-Logged By: J. R. RandGRAPHIC LOGDESCRIPTIVE NOTESCONDITION OF COREDIPd Rock0.0' TopPROJECTHOLE LOCATION Cenier Of OniINCLINATIONELEVATION 2:S.9 DEPTH 50,1BEARINGNo OVERWRDENaoar\--,me.clurn Rne ojrailled,me,c1;urn 2rey. Massve, -texi-ore.Cho'r ock-034Locally 'tn-VroJeci 1D3pe5rna4ife. vein\ ei-sas shoLon.PEGMAli TE VeltiLZT, Co5vcc,mmt-rE. vEWLE:T,15 bIPPeGnA-rt-ra650301T-Ifdear,rn'thor Fos+cOltr-f+11:gonts ace Poem yclear\ . Not Rosiy-^Qoos+ dionie, as above. M055.0)2..-1-ne.dl'um, flne, jztined frrieium emy,lou) aY)2,1e.( 05 ) 3(:).(}5. S 140, 2' irh,t-voAs'Rock 13ecome5 ccoirse-yone.8G2k_lax-Vc, diOr3-e.,@72.6'_500 olf)inkrosik4.-, weAdedcofkox}.CoARsE GRAMED LOLL) an-30fA-040@.5'40ni-ervaksrougr,ROCk '\561;g hit_oto angle. 3oini-5weo:Hlexirs3cf-to35 dips ,)1'tne'Aer'klY 3-bints nok' rustyo.ificreclexcept as shota\?ock5';1{y toeakiv-reA, 5htIV*IVOcierole.thhrnrust on occdiof'-aljork 0-5 *74(4tfiefyn't,khe,,,,,iSho (')or, ,3604AoxGO _io.tc-Ni.;z(yweaiivwci rutky51;3H- t,..vatherin3Rusrymclerake.weakber-ing.on3Dints ck,S zhOtAINNO5i- ICSk hi-5 dipbout. z CP ,4-0 \ Isir4ervalsCMPS, 051Y6.RCC_Jf *k$m4,or rusi-65Joini-1 tight wea-Pre4gPAtnor ruStyCc341-y3s on some.join+5.'ksVCesh.atreded by .613\-)k-700,j oCRAPS, ROTYHot-GRATE yoc-AmertiviGMitioRCore Breakon IOWOZ..* (30&deg;.3.0intsChips A-0I'in4ervaisBreaksOh 100JOMAS.5'40 1.5interois _$reolc.5142'piecesByeal<S.31+65Piecesits-70.ie'otevenChips -RuslY X )(X1( 1( X1(7(k1,4X X X 70 Contact, Ti.GHT,wetiAED,tsitrI4 C4 ILL zomEbio-hx:xsa bkke, very Pire grained ,+cob-of-<, dark olivine, 5pec.1c1;_65 cot,STAcw,-riaorr,WeLzetJILL zot,)aX )4 )(X )4l..)0.1kE..rriedium-fine-sitiQirearnedi my. Fairly massive -texi\ffe.X X Ss50 FottaAl0r)+X V. It14 y XLow 014e...:10irAs.1'4o 2'intexv.als Rock DOis(50,1i &Mom of^1-70f_joicleo.nBreo.k 5tdio' P.3G' piece s550 join+cl ectnDDH-PAGE 2_ of zPROJECTSEABROOKSTATIONHOLE LOCATIONBEARING  ELEVATION 28.9 / DEPTH 150.1        INCLINATION                              Logged BY: J. R. Rand 1212,6/72-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES7013rettIcs80 @wide-Space's@.S'io 3'piecesBreak5ea, 4) s1-6 .p1eceS12WeiTHCRED-4.Breaks0.5'1-oz'f.ieceSBreaks@A/A-03.s"pecesGC:P.304 Ni minorrust.1' Heavy cus+,Severe-1i toeaillereci50dip@ wkle.intervals,0-part. minorroz,+ and di t*nor rustsq.0yi...v.60-eci 4 "`c)64-ra e"-localzedorCl.nele .30in'Z.RoCk is 611:,c..keary--o.* ' of soff sevei,elyweche.,xed-95.0/4-o 95.4 idepiTdeo,siert; cat ,joi ofiqock sis CresV,,I ocalty roskf,/ ones. ,ointsro;,IS Sevete(y tocalt)etect6,fro5kyiRcek:sciexe weathenn onfoli--on Cot- t.1'80Fcore in ekk"c6 \Dut*A-decompoSed =minor rustwee yocjoiritLotx.). angte..,:r;n4:: psrRoak i5 -Ci-esh, noro<sly aniolths.Joints300%c..kNo toSk onFINE GRAMCc otiRSE g*toeDFNE GRAIMECI(Docriz_ clior:tteirni)Ced -Cneev).ne.c1 Jark cyey po.i-besincoarse- gt3ine..8 1%.s\rii-er greyPDX.0 $ec.on/c. Fine .3rci'inede.lot.,.) 87.ELo 04,3e 3ints e 3004-0i00dips @ .5/40;,,(-et-voiszofle. clips is&deg; DDH EL-2.PAGEof IPROJECTSEABROOKSTATIONHOLE LOCATION 20,45-0 N.Soo'E.ELEVATION 21 A- /BEARINGINCLINATIONDEPTHLogged BY: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESmaks7of.1 i-oZ2Pecsrn'nor rusf-=R,c;c.tc'eh- )rAmor ruy 6}-0,(Z:of)i-odep-t-C,-y-y y::Xwxr$*1-o R.) 0.1-131ejoinis30f.ThvouSnoui-V11,7.2 "Top of Rod< Quo-0-z- diorite, 1-nixec1n e - s3rminect , dark greyanci CoarS* -3y0ineaI ileit 1:yey pe\GA-rX rockpor pkyrific .1-0Loarck baseFor-phxrAiC.2..7.a' Etiiiorn of' Holtber NE/DDH E I - 3PAGE I ofPROJECTSEABROOKSTATION HOLE LOCATION SITE*2. - .79 350 E.20,1-oo r.1ELEVATION 15. 2-1BEARINGINCLINATIONDEPTHLogged BY: J. R. Rand i2i2.7/7zCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESGo&deg; ..To intcleant'ean=6,,Dosnle joink-s:.2 -.5' 'Aervois:6ecurl, no+ T.B eadled izht 9re.yof' Rock Quaeh diorite, preflorr,Fiele .io.ined 'Dark-Sre-Y1coosSe 1-0,o428For phyr Hc. 4exfore near -1:Da.se.ble.arJne.dso-C+contarks +ro.si-6mk*22 Top42/ Boiforn e Role DDH EPAGE of 3PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION 20. 2            BEARINGINCLINATIONDEPTH            Logged By: J. R. Rand 12/27 72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESBoulders 5' -Top F,rexJ-<ru&r170 31, onFoon_Srnh-t weakTne.red,ru1-y-minor rusi- on 3+..CRR0S-C`e70-goFkooGHcleanocc is 'res1--)p`;`below 7'clepi-h- :11y,Some minor 'rust on some,xX,joirAS a; 53P-A5f 4 vat-6z- ore,40A-ions"-XX X-' x-X X .) X Xfitk is CreshMinCor YV54ysl-ojnn3 on sorni.: x/-si(A-S)aS nCsieri: f;Lou.) a.hopyle%)(r6,to 2' Intervals: x-x x-xxEre 0.N510@.2'io251li.eC.e.S17.tNor00arkz. rsDkorae,, yv\tXJ-3r-ckihecl dark 2reyard coarse grojned hk-0jey rnak-rX-Fol;oAed ck4 ss- Go tpsWrgtflFinexiaroaneoloa.rtz. Toy-;}e, mixeACvn8cr-coO-Brained 4-yoesf-oVta.Vton 8 s5*f /cxxicblCr DDH E. I -A-PAGE 2. ofPROJECTSEABROOKSTATIONHOLE LOCATION 20Zoo N79.700 E- ELEVATION 2o.a      BEARINGINCLINATIONDEPTH      Logged BY: J. R Rand I2/Z6CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES0 *10'*_ c_clys,,,i_ *7., Rcck bfeacIvc1 Rock,-Is Gesk -... -- f " .,.... ti\ 4M veciFecia'50 OlipS TO -.*rnosi tow cx.re *_3,5trik'S ace1 i'peces 7.1minor- rus4cre_oasonat mmor:rust-of\5C\eGtAl8054,- roo5h, rus1y  6o*                  701-                        CHIPScbLI To OW GO&deg;FINE -GRAiNCDuctri-z. 6,i01a - rYiXed _Cine--06:kne8 , doxAs grayrock 'tr) meburn rse _rained , ight- oeyrno-fri)( - o coAly Vol icki-eci DDH HPAGE 3 of SEABROOKSTATIONPROJECTHOLE LOCATIONBEARINGELEVATION 20,INCLINATIONDEPTHLogged By: J. R. Rand (2 /z6/7ZCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESC3(e0.1S5701-_pieces9f/. 3reaks3' to1.51piecesFneenx:ine3Roughunevon65.Z4,_'Rock sB008 arilltn3-M0hie\ 0-Y-51e:nts -556-9of 7;Joints@ 1/-2/ervalSCkresockfres1,--hot rusty on -30ints - oar)31e, ;jointsdip ID.- 3opQuartz. Aorte- W;(11-eciiY)Ke,c1 Pine_ 2)v-0:I neAdark - 3rey 6.-hd rne_aionl -coarse 1 lIferfY)*1 ix1lonuarir.;orfe, Cinerd .+0Si. R-edor,ti,v,1111Coarse- 9 ra:Ined be..1 o ,105 Bokkorr. of Vkole Rock sOiry-Fred\ 14p-rally_rusty Coai ;NS on,joint lce rackrncderoiely toe1ther2=+0 1(.5'-m0sf joini 5 -Dip 50`) or sfeeper-:20*551:" To; rif.Cleln0-11PSto *Breo.kechiFG* I/piecesruskCHIPS70,TontruslyDDHt-PAGE \ of aPROJECTSEABROOKSTATION HOLE LOCATION 20.300 I\179.5-50 E- ELEVATION G.0 /      BEARINGINCLINATIONDEPTH      Logged BY: J. R. Rand 12./26/-7 2_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES-Top of RockQua.' Az.y,xeck,a4.1f1;"'ILBhrexi-.9-4-Lrfe-89ri e7,-8cLo-rk rs SsfIe-ci.0%Chip5)1VX vRoc_k breaksinRosty- Ch1ps-Rock- breaks ,-)40*- .1 i-0 1.5pieces- breaks@.111-02./ FneCeSRock is .oirly -Fred\-j)int5are rosF cooied -modercd-eeo3rwA oFfcck -35.8' in-roneRock 'is freE.h- koc,3Gejoint o,res'yo'ink 5 @ 35-16. -dean 0v_. vanoos cweintai-oos60....1Vdrwtrv6k.yQuart-Z. dicir;l'ei mIkedPne. 9vo..noi) dark 9reycearSQ. gra'tned lightersrey35--41-0 lowante jonk eirol' _ini-ex-voAsQUOAZ. cioni rniXectRne. syw:hecl., ak greyanA coarse -eciIi3kte;ry rods -lyresRock s,s only vaTelyfol ioiektprecl TY\ tho,n+l ycodSer v-mined rnairiXrockMODWEA-rgRED75'sr.r.lookh clear\) oink-^Rock iS Cresh-pir-Its are cleanarejoints:(15-35Dips)are1404'infex mis PROJECTSEABROOKSTATIONELEVATION )(:, 0HOLE LOCATIONBEARINGDEPTHINCLINATIONDESCRIPTIVE NOTESCONDITION OF COREDIP GRAPHIC LOGDDI-1 Ei5.PAGE 2 of 2Logged BY.: J. R. Rand 12126/72-GZ (-0-rtZ <3,16 r- yyl xecisra:tnecli dark 3Te/ 1'18coarse- ,trc6y,,e_A I iNker greyGuairiz- cUor:ik-erock 1-ypesucuri-z.iorile,;ne-rocinecl arla coarseacure8. cis shown1o' Ooktor, oFPock iz Vs\-1sane ,:joinfsclean, dip 5f-(6.verzase 5f- foi))No Rusf Rock 'Is1Oo(orfs=e50_ (10) MD 5+tOocLicsRock is -.6shary3te2540fie70- rouoi/-136.11,4 Clean5C9joini. or,CEA ic14--tfo n--4,5 joint DDH E:11- GPAGE of \PROJECTSEABROOKSTATIONHOLE LOCATION 20.-30ON 79.400  ELEVATIONDEPTH        BEARINGINCLINATION                        Logged By: J. R. Rand 12/2.7/7CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES41/-Top-1' Rock*X X XX X XyE9moi4eye inletCore *A7oc".:No;c*breal(ps-chi ps-7o,loChip5.511lb .8'ealerpieCeS -2;--; RustyZo--RosiyFock esserl+ic* X XFre511 IocoJly$)(),S*1-lyA A--OhjointS, minor fSw ))t, rt.)Sf - lowe-sjOfrit'S cVpoccur.2/.6 I'Intervals.Quax-z dor4e, m'kxeclciark/and coosze..-BraineckI13hf grey rricSrix X31( X.X X X)X AX X X24' IN:Morn of hole.sr_
DDHPAGE of 2_PROJECTSEABROOKSTATION HOLE LOCATIONBEARING  ELEVATION 5t'        INCLINATION DEPTH 159 .2        Logged By: j. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTEScr fop of RockX xX VGejoint .85'do nt IM hor ru51800,10i nt Lminor rusi'Rod< 15 Ci-e6-1*41ZR03Vloth - :mhorSick:olin3 onsurCaceSck.bOutdepkh-Qocatz Norit-e-grcksined, rriedIsurn grey. Vcooe.\*0+i@ i31-) arlde (8oc'-t Dip)X X70&deg;__\oini-pyfife smear'Rock is-64):breaks on5D&deg;-901"joinfs -wif, fewk)ot rusty on :Rockno roof_3oc1c brea-ks-joints@ 6" *12"intervals -y;s4-rock is Vres1-, tr:sbecoming more2/-1/ in1et-04S -in hole -,joirlfsare wo.vKStow% ryrifecfy,A infxsX xX yX 14X 141.'I,.0.03.4,2. Diorite ,as above, -folidd-ion more ()ruminant Eto0--700s but voJriaue, wlairedion, F('ner 9railledmedi111-61-14 _grey dor; i-e.,c.6esehc..10SeckrndcliOvn(yarned mcd-rixQuartz- cliorife., as olo veirn11-1-1e_ ccarser-grained wsrti-) cleptVI. Lessobviously Cbli'afed, moremossve fexiure.nuartz. ctiorite,as Love,/6ecome.s9ziine8)-Wt'afed
* 3orne, 1--ex,dacy-1-13 break*ory smoo-thfokAlsor, plane .
DDEIPAGE 2 ot, zPROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONELEVATIONDEPTH Is9.2/Logged BY: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES\ost- bre,c4(sIn core e31-i odips613FT700,3f.Rod< is -66)-1-)id-,-_ah.sle 5mcoi-In wavy:,sjoinI1or3 15 closelySpcke)21- q1e90e;d17Cpru. Okr:p0r41: f1 on Col (*aon 0)MS:4/P/ 11inzone' bof croY-cufling: .5 4 4'Quarfa ai.orife mediumsrainecl, rnecilurn grey, fodedlOoa'tA)elcieciii-Folio.}-on Aso' -iwri+e cookt ns on:,jolr Flaneo * --0me.jotnts are's, Slicken5ic1e ROck iS Cresh-.kervi..Ao breakup rq cirdling _ir\ zones t,.)here-54+ Siotje rcin - =reeP)rd IOC& ,E1)icken,Sic\e, *Gbbjf,*\otto'(\=', on 'oirts:srnooti-,.I-Apparenk Tao it- 2c3r,e,,-,NY(11.914)5,1_0rrilatt-elod`cr2(c'kl, uno+ rust y, rogou 9eSi ickens icie zone:does no+ ap?scat-5-qo:Or-h Or zubjeci9rounciwaLterf-rlo fernerit-.iSf81p dn-6IiodFictriesRock is Fre sk 607:Ed-GOa-r-fz core o03D0.e,RoC-k eenerbAti fohafe801-Nd high arsIe. joints tafhsvno01-ir, Surfaces i-en8ocx.or along -E'c)\0.-1-ionQuax-i-zFine 3ratheA,medium grey,osocdlysteep Cott* in apparentPaAf zone @12f-12z,s, rockis Folished Loith sIkkerlsicie@Va.r.00 s o-relesQuartz dkrk, fine gradne8,rned- elark prey - resernCiesLvccr\it-tzect"meTa-cioartzife *we,11 FoIked *,roogh out 0Go 8:ps'Rock Panis(pi s) or Vol6ralion _ocre u:AneObt rnicar_e_ouSaDariZ. dc:Ale- coarser81-ained -Wi.03-e450HIGH AN)G,..x wELbED FAULT ZONE- l'RESENCCalOTZTEFREiRtc'r-oNE MAKES IT WEAK, 4.,,,-;-tC.uLT90DIPSDOLL- No ROST oR GooGe -pyRIn ON SOP PLANE8reccio--oekdeciLkiiskeclPMLV-r-VIE LOED700- 90srnoothjt.sikkenscle70f jf.ZrnooThionS-FtIck *vs esh - m e -shoo .5meoxica:crr dickehs6eL,,jcnkScomoroniy* 19.21gott-orn OF V.cAe DDH E 2 - 2PAGE 1 of IPROJECTSEABROOKSTATIONHOLE LOCATION 20:355 N79.275 E ELEVATION        BEARINGINCLINATIONDEPTHLogged BY: J. R. Rand l'2_/26/72CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES12.S' Top of RockCM IPS---G5o;nt(Pock is Presh, --hot rosy orjotnminorPcxodety coatin371or\ sprne jointsLow ang(e.0nts-e 20f-30f psaoax+Z diorae, rnedt'urYI-Eint..9rair\e-a, mecli'vr,-srey, massiveFexfore.
* locally minorporphyrific 20- 30). ou)joiris.2'- .5 /in4-ey-vals325' Born of Rote.^^
5 i_ToP OF ROCKFi;:mGunRTz. DioR1TEIFiNE-GRAINED btRK GREY bloRIIEE-1\I CL.ObE-UU Mil ti-n (1::MINOM-CoPIRH GPsfiltIED LZI-11GRY QuAKra 1.-11E-*FInrLZCAu-Y fOt-kF7,14 ATIABor-ri i5f UP NEM ToP, GoiNG5-0  AS 51-100)0WLIZED OR Fuse) CoNTAcTs-114ouatoorDDH F- lAPAGE 1 of 2PROJECTSEABROOK NUCLEAR STATIONHOLE LOCATION Hampton HarborBEARING vertical  INCLINATIONWx = weathered, Ix( atheringELEVATIONDEPTH 143 10 J, R. RandLogged By:5 '16/730'CONDITION OF C)RFDIPINDIVIDuAL 8REAKS INCOR5_ 5140w4 BYCR059 LIN E5GRAPP IC LOGDESCRIPTIVE NOTESUNICol\not_t DATED0,1EReuR9)0\1,-1-1_oX 2efy, *54Bo>(.i,15-36ROcK tsX X X X XR51)' Jcunf -70fX x xFRESH, WITH -,4tighily watilemi LA ,- ?c .rodOg ROSTY : xIlLst-y Slisht -b,-. COMIGS oN, x - v1-te ,Pi*sP\TII\16.51_:; x x3YI .0 i ni5(V\11) 1-CC1\LC.11 - X X Xo4 CLT lb- xxxx75 r vohm.. '`',160.4 . MotirRAThx xNU1/411-(ERING 7 X xxjo,nt Ab.14Nr To: x xToINTs - N t,''stinf '4-. yvlixic t. ?,-_Ay X,.)?. :,-(ira, rvSt -,r1 /Or jorit- N x- E3OX 56il-^.- 541-74:xxxxx1 nor n*4-yRoCK IS'-' x '` '`1cpre X X7 a coni_ woos iRcs1-1-x x x'Yo:,1,) 1411NOR Ro5rY: x x 1(b,) 1 ,-.1;trr.13.rcf142SKSEANI :x X XPARTINGs 6S :x kx'xminor r-,..4y%c)1410- gminor razkyX x X: yx-x x_xxX 4xs_ x x_MtiIoR RosV sTAIMNG --. ;(f x1oCAL14 AS sHoVoN _: 0 0 0 .oN Zig suRfAcES: >c x. K. .. 0 .A1'10141E01,1 T - M ASEVE,111E111-CORE ,DARKGRUA GRc yGarnet5CTat L1NCVnts - minor ristyRoCK t5 FRESH-0 Rcosh nt _X XXtiiror rosiyx';1(`-xxCOLIRiz DIORtrEi DARk< GREVF0E-GRAI4ED DoRITGitmir-:Dtom CcARSE LGITGREY GOA RTZ DloRIT E.M4TRIXJUA1L 147573 DDH F -1APAGE 2 of 2ELEVATIONPROJECT SEABROOK NUCLEAR STATIONHOLE LOCATIONINCLINATIONBEARINGDEPTHJ.K.RandLogged BY:5/16/73Firv,ROCK PePEhRS Ci4ingi1E-R(c14,AND Is \NE IAKI\E-1)oiM-1106 _AND ti,oPERATE fNCTHERIWGQoARTz. NoRITE, INTERMIXED -FINE DORI-1*e AIJD Mak-41-COARSE (_)(iRrz. DOR( YE MATEV.-DESCRIPTIVE NOTESa)tiRrz. bloRti-C.AeoVe,'GRAbNG To (s-teotuR GRAINEDsu 8- MASSiVE &R1---z- DioR 11-EITT4A1Tjb FELISI;i-ARSPEtlq_mGLcx,,FALLY1-1G1-117--Y FoLIATEDcoAR.E_ GRA ING.1) 30E- hraSc V E ODARTz -D ((AIM , FE t_DsPAI"e ECo HES PROMINP_.N-1-OoRRTz_ Doc-CE, INTERI-tlxGD -FINE eiloRITE It3 ME.Q1u1A-CoARSE0,u ARTa DIORITE_pc-pal-11cTENDs ToNIED(011-F1NE GRANa -ocK IC)\AAR05143'iolloF 110LE.1i.JIJE. 1(3)7370'CONDITION OF COREDIPGRAPHIC LOGR3031, Vigini-fOinor n)5{ter breakMira( NA'ROCK ISFRE%VoX 5-t 4-tco-:tr2'SLIGHT PcC,K5t'Y'156.1MINoRVoZY SCFOREops-ruichFs Rccic ts NoTAELY VUGGY-BREAKS ow CIILDRITE-121,s'  RICH I-UGHANGLE Pii.rufQ5Mira co4-v:pintFRE54rcr rtyity 4ainvusondmIcpredC) SAMPLES coCk PINS1CALIESTI NG GE0-1-c\INC6LEN3GINEC4kS t.5(2_0330X 733`1oll !Igo'146-7UV 471/--('13169/77minx rost-Shitcci< vroz-ehiB(Roitw rcit som mooRR05-N 5rAuvwGMinor mst zfainAs s440qA)^^coLL.
DDH F-2PAGE 1 of 2PROJECT  SEABROOK NUCLEAR STATION  HOLE LOCAT ION Hampton Harbor ELEVATION        BEARING VerticalINCLINAT IONDEPTH 264 5      J.R . Rand5/14/73Logged By:CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES130NOR:: cP,o55-4\A1-C14 MARKS31\I "'CONDITION"COLUMN EQUAL- .MEALYRE.b eRefo-cs,sr)10-1-':. !YR P1Rift,)C75IM C -1E5  ONC_ONISov-IDATCDOvERBoRDEN158' ToP oF ROCK1501*160-:- Er,x 2.:158' -178,5BoX 31178,5i-192.S10.1c 2:sSa)-rtAtaD301-.3--11Gt-t Ar \(.4E3b11\lT5Lou) FM\_\C-Lc oaRT1065R-rs)1'11 :STAVinG. GENERALLYalow 51RLA:rEb S-FACe.c,, EUT ARC, (3o-r :PoLv2,1([1.),sp-,oN)Suaf"ACt7, ARE NoTpoi_151-tEDRod.< Ls EE.01-IriLLYKC:M.)14-- GREYKWDER Coc'tinOGaplas AND PIIRTags.Vu.V.PARTiN,(3S t137(41A (LC- JO NTSDIP A-r VARINZ0RLPt\NTRitoNS AT 55T-670_`RCCKa:Seto-nRU?P.,c..",1-1.-1"0\bs To PP 'tFAIRLY rASILY kor36Z::11.01.1EL CaoRITE-WItEDIriinor ARE RE-MINGRALIZCL,`,(Yjb\YA% 1)0 NOTSo;;GEaRcce-NT tiovEMENT:1:;,:)ary Co(a.c;,ON) apt-U: P1KTitX5F-EL-NPATFIC. ,DnEMINTITCD)AGUCLY FOLIATE:SovIa0IIAT MASSIVG 14\EJNOM-GRUK:1mEb(um DARK GREY CaDR.hll\W-Rit\f-S ARE Lb-r Sues ger lbeFFECT5. FoLATrotoLs ARDOOD 401) up -ROCK BREAKt AC,Re_65 V-OLiATtoto.btp5 4f,-30yr" 6oc; 6u-rIS Ncyr pRoti(t)arr Exc,c_PT-LOCALLY,\13,1,4 Sat-LIST, FELDsPicafte,MEDiort GRAltotiLD, -5u8-1-LF6SIIIETExTURE../ 1k)1114 t_ocAL -zon&isCF PRotiiNgt,IT t-,R-ANGLEFOLLATIOO. CTRIATED C1-11_0/RfrEBICH TONI 6oeAfkeCC)NIM'') 41:L Re MoDERATELkeJUtJE I 69 75 ELEVAT IONPROJECT SEABROOK NUCLEAR STATIONHOLE LOCATIONBEARINGDEPTHINCLINAT IONDDHF-2PAGE 2 of 2J. R . RandLogged By:5/14/73DESCRIPTIVE NOTES1-1-1bP4TI-i(C,AS Ai3oVE.PoSs I BLY Lvirl_E Coig RS -GRAINeD11-1AN ArboVa.3LCn\,t(mg kola_E0 ori-14 eleirlre_K NO13 Ar.lb NIOn Uci,o361]. ItQFE-L1)31)A-VI(C. HATRIY. coNITORTD.ouATIoN). (META -110LCAOIC until)Sags-CIA AeoVci BCor-tiNG IvtocMckE- eto-m-E-FitckI, FUJER-GRAINED-BElou) 227! 1-1IGHLY coriroRzoPot4 AT/ON, so-r RE(s-rpt.i4T-KNG,Set-lisT, Fair:001C, 81 oTriE-RicH,HIGHLY Col.YroMD FooromoN.1,-Eo1uM-FtNE GRAINED,MEbturt -.DARK GREY. c4-1LoRITEAND PYRITE otv Totnyrs.0 SAM pi_E5 roP,-GeoTECitniCALt,.)611`,3EC=_Rr...5123/73269 5" Q,OTTOti OFJLIN.IE. I -7 3tc)il CONDITION OF COREDIPGRAPHIC LOGFOCK (5 E__ENDPILLY7FRES14.561N-rs 4-\ AVEMik\DR sTruNNG AN)DPYRI-rE CRO3TS, ToiN15 ARE:S11170-Te-o, Wrrti-PARTNGs DIP &P-107ACF05SARC r,3o-r- 1,1-5ukpasTAtoeb210 ,?OCK lEFREs C-1CLITEfi\R-rzs.AKEsuptLwur -ARE coPc1e-DOrri-i-PYgt7t PttoryoRPooDER Ako wat-lOcosl_t PPA GE,2sildiens;aes RCCK is FRES144Joint") AND rARTIOSs_ARE LwAGLYQ3ITEPPEM, sTRIATED,_Poll.51vci -,p)/ritete urearedPol i5kc Rock 15 FREst,t,PA RritoGs 1C-SLIPFEKY,250L.74,0 BORING LOCATIONN18311,E88393;INCLINATIONVerticalBEARINGDATE START/FINISHJune 8, 1973/July 2, 1973CASING ID 5 in. to 4 in. to 3 in.CORE SIZE2-1/8 In.TOTAL DEPTH329.6ftDRILLED BYAmerican Drilling and Boring, T. PaquetteGROUND EL (MSL) 16.8ftDEPTH TO WATER/DATE 15.2ft  /Juit2, 1973 LOGGED BY Soil - K. Polk; Rock - J. R. Rand EL.MSLftSAMPLERATEOFADV.min/ftWATERor RQDCONTENTPRESSURE TESTSTRIKE, DIPF = FoliationJ =JointC = ContactB = BeddingSOIL AND ROCK DESCRIPTIONSuz n.0fa 41(Weathering, defects, etc.)(Type, texture, mineralogy,0 gcolor, hardness, etc.(c) caDepthftTypeandNo.is,orRec.%Graphic&PE-%psiComputed,,k10-"cm/sec!III/11111.0S = Sliekenside15.8-20-.--40-:-60---80-100--120---.:C7:_-10 r-:.Ls'AlA26TOPOF CLAY:-_---,---_:--- -.--.!..--_-_--C_Brown fine to medium sand with gravel pieces up to 4" in size (Fill).Light brown medium sand.Clean; uniform; subrounded grains----Similar to Sample A2, but brown.Light brown fine to medium sand.Clean; uniform,_Similar to Sample S4.-__Light brown medium sand.Clean: uniform: subrourided grains; contains a trace ofcoarse sand and fine gravel._Similar to Sample S6.-_:...:-Similar to Sample S6._Similar to Sample S6. --___Gray fine to medium sand.Clean; uniform; subrounded grains with a trace of coarsesand.-_Gray fine sand.Clean; uniform; contains one 10 mm size gravel and a few black-_Silty sand layers 4 mm thick. -__Similar to Sample S10, but contains a 15 mm thick layer of gray-brown silty sand=having a slight organic odor.--Similar to Sample 510. ..:,:_Similar to Sample 910, but gray-brown.-Gray fine to medium sand.Clean; uniform.--r20 75---TD6_7.-30 c57--.7CS8:' [lisp-7C510:_CSII_=7-.760 cs13.74ESA4A4169345254576074805821g--70:Es15:7C516-,80 ,.._-L_?1.7...7D18r00 D19-7--:-100Epgi--7DS22--:410E323-:C,:120D525_S241100000000043.346. 241.944.636. 830.734.334.228. 834. 830.9TOPOF TILL__--_-_-----_7_--C-----_7---_Gray silty clay.Soft; medium plasticity and sensitivity; contains several silt and7silty fine sand layers opts 75 mm thick and one 20 mm thick black organic silt layer.-Silt and fine sands layers give a very fast reaction to shaking test.-s(tor) -- 0.13-0.15 tsf 11-:Giay silty clay.Very soft to soft. medium to high plasticity; medium sensitivity:--contains a few fine sand lenses up to 8 mm thick.suitor) -'0.10-0.13 tsf--Similar to Sample S16.s.(torl -- 0.17 taf-,--Similar to Sample S16.su(tor) = 0.16-0.18 tsf--_Similar to Sample S16.s0itor) = 0.18 tsf-_LISimilar to Sample 816. suitor) = 0.19-0.21 tsf -:-Similar to Sample S16,suftor) = 0.20 tsf--Similar to Sample S16.su(tor) = 0.17-0.19 tsf--.Similar to Sample Slti.suitor) = 0,23-0.30 tsf:---Similar to Sample S16.suitor) = 0.19 tat--_Similar to Sample S16.suitor) = 0.15-0.18 tat.f Lost 20 cu. ft mud @ 125 ft]..._--.7Gli26',15jDNX-1--71021000TOPOF ROCK-::-:_Gray silty gravelly fine to medium sand,Widely graded; contains angular gravel--piece" waiRierwit Walla.128'10"-May be top of rock.129.6iipot,- moderateoderate wx. May be boulder in...._bit,no--1recovery1394" Tnp of cowl rockz.NX-2974.167rn_DFairly fresh.Slight wx ten-gmv in fwapri,shusd Is_.stainMinor rust-y- , -,,$Secoharisst, gntscil.c.Medium to mediumprominently follantled.1 Feffaaltithico.:--_-:7---:er.i0N_N- Standard penetration repistance, blows/ftRec - Length recovered/length cored, %RQD -Length of sound core 4 in. and longer/length cored, %s- Split spoon sampleGroundwaterU- Undisturbed samples8 - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GEID- Drilling breakk - Coefficient of7,8permeabilityNOTESA - Auger sample1) - su(tor) =Shear strength measuredwith Torvane._SEABROOK ST ATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYg Mad engIneas g ..n.,,,,,.......Date: October 4, 1973Project 7286PAGE 1of 3 ILOG OF BORING F4 (1) GEMISCHNICAL ENGINEERS INC.
BORING LOCATIONN18311, E88393;INC LINA TIONVerticalBEARINGDATE START/FINISHJune 8, 1973/July 2, 1973CASING ID5 in, to 4 in. to 3 in.CORE SIZE2-1/8 in.TOTAL DEPTH329,6ftDRILLED BYAmerican Drilling and Boring. T. PaquetteGROUND EL (MSL)16.8ftDEPTH TO WATER/DATE 15.2ft  /July 2, 1973 LOGGED BY Soil - K. Polk: Rock - J. R. Rand L.MSLftAMPLERATEADV.,min/ftR DCONTENT    or QPRESSURE TESTF = Foliation 11STRIKE DIPJ = Joint=CContactB = BeddingSOIL AND ROCK DESCRIPTIONSa:(Weathering, defects, etc.)(Type, texture, mineralogy,0 ia,4color, hardness, etc.) alIGraphicmpsiComputedk0-4cm/seeDepthtTypeandNo.NorRec.'" " "130S = SlickensideCONTINUED FROM PREVIOUS PAGE-140-160---180-:-200---220 ---240---260-:-2E6.2-_-11ICLI---_----_0NX-3NX-40699007593gg11061639510235746750117457093109100429596876710087165100605910067712.62.72.42.65.42.14.58.95.85,73.44.95.59.38.012.012.012.010.79,07,3g,37. 07.28.37.06.08.09.08.05.28.27.712. u19.064-54334250o102000005706217016300140001IIL150-1GulpsNo rusty staining.Most part,ings cut across foliation-dip200-35'.Many low-anglepartings are smooth.Chips-Fairly fresh.May be slightangularwx of feldspars.Partings arepowdery, but not rusty.Dips NE?5 Angular chips-Even joints intersectAn61 gone of intersect-at about 90ring smooth evenr 1),11,1,s 8 1 ightlyq vuggyweathered, vuggy.170.6' ---, -...-7--__-_4,...... ---- -_-As above, gneissic schist.Mediumgrained, weakly foliated.--_Z-----0,Approx contact depth-dip 45'-7160--L170----180-190----200-_-..-210--11.2--NX-5NX-6NXNX-8NX-9NX-10NX-11NX-12N X-13NX-14NX-15FAligChipsWeathered, moderateExtreme wx-to extreme wx at dis-sandyModerate-continuous intervals alsevere wxshown.Not rusty. ExChipstreme wx-decomposedExtreme wxto soft granular, tin-Chips-moderateconsolidated.Rock1._)1-.i.-I--4-4141t4_1-4-' Extreme wx 01 diabase just below -contact--Diabase.Dark gray, fine-grained, -with scattered dark green olivine:specking.Olivine wx to tan speck-7-ling.Massive texture._Note - Rock appears to be closely_:* jointed, but does not show evidenceof shearing.Joints frequently at:80, suggesting 800 dip on dike------7._--wrApirrAIRINFAIprOPPr-'--_to severe wxChipscrumbles at extremeExtreme wx-ax; is sectile, soft atcrumblessevere wx.ChipsExtreme wx-Weathered throughout,crumbly earthymoderate to extreme,material,blackbut predominately se-Earthyvere to extreme, softChipsrock chips to crumblyChipsdecompred earthyChipsmater a .AMIPIII+-ti Quartz-feldspar veiningI'.q;t74a,Slightly to moderately wx.-Moderately to ex-_Chipstremely wx-locallyoccurs as crumble-Chipsearthy material, is --about 5' Extreme wx, continuously separa-of core soft, earthy tad by chips of mod-lostmaterialerately wx rock.-Extreme wxBecomes less wx-earthyslight to moderateChips-slightly  wx.Some rustyto moderately wxstain on joints.1.5' core lostCore lost-probably-7_i_. -sub-vertical,.-'-- -'medium to medium-vertical.t, gneiss ic, feldspathic_..-- i,ainec, medium gray,not-4 -)12 5'eafrz 'feldspar in contact zone:- ..PrAi(Actual contact not seen-may be a7(Afoot or two lower.)-t--:Diabase.Dark gray to sub-black..1-e-ed.t-4-Fingrain--Apparently cut by closely-spaced--1-1-Not apparently-1-broken by shearing. 4- ----t-+--4-__4-r---(---4--.4-Fairly fresh.1-"Olivines not discolored except--I--I---1----1--4--_-1--4-4.--I-4-4-Diabase.Locally has angular.....feldspathic inclusions.--_r-1-.---..'i--44._Diabase.Dark gray, fine-grained. -1i--Z4---PAVANNx-ie--- NX-17:_ NX-18-NX-1S-23c1' NX-2C_:NX-21Z.-NX-22_-44,_ NX-23:-1----NX-2E-_-25C-NX-2C,_''t--_-NX-28-260--NX-29-- NX-30:-:NX-31:- NX-32727r-NX-33:--NX-34----28CNX-35-= NX-36:-NX-37284-NX-aaPMMEINIIIIIMISVAIIT/AIi_ .-3-i_-, --_------_extreme sexExtreme sex,Looally fresh inter-sally, but subject tomoderate wx on joints. Extreme wxExtreme sexChipsLocally fresh internal,but subject to moder-ate to moderately se-10" core lostvere wx on joints.ChipsChips -fairlyfreshChips-moderatelyWEChips-internallyFairly fresh to slightlyslickensidedwx,Conchoidal slick-ensided surfaces lo-Severe wxcally.Chlorite con-centrations(?)wrAmmihips-ir AMA'FA=PP4le_NX-241/41111=621EPrigrejI AilKIM=21111F/AINDIPPMmr.I.A...:--Chips- fairly -'fresh-:Chips-internallyFairly fresh inter--slickensided on con- natty, except locallychoidal surfacesgoes to moderate toextreme wx,IFIFIM,PIANAm12.011,411M.--::7--inN- Standard penetration resistance, blows/ftReo - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length cored, %- Split spoon sample; GroundwaterU- Undisturbed samples9 - Shelby tube'N - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - 0E1D- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTESSEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYU Med 6ft0186f8 .ocne....-. mDate: October 4, 1973Project 7286PAGE2of3ILOG OF BORINGF4(1) GEOTECHNICAL ENGINEERS INC.
BORING LOCATIONN18311,E88393;INCLINATION VerticalBEARINGDATE START/FINISHJune 8, 1973/July 21973CASING ID 5 in, to 4 in. to 3 in.CORE SIZE2-1/8 in.TOTAL DEPTH329.6ftDRILLED BYAmerican Drilling and Boring, T. PaquetteGROUND EL (MSLI Itft  ! Rock - J. II. Rand EL.NISLfSAMPLERATEr RODCUTENTRPRESSURE TESTSDTPTRIKE 'Fellation,t = JointU - ContactIi = Bedding.Sti,il, AND ROCK DESCRIPTIONSie 4M ,,j(Weathering, defects, etc.)(Type, texture, mineralogy,0 =cetor, hardness, etc. '-' mCraphicpalComputedis-4 on/seeDepthftTypeandNa.NDror1:,DV.Rec.in/f1)0SSlicl ensideCONTINUED P10GM PREVIOUS PAGE:284.___287.2--280'__-300-7.-=_-310_:L-.300--7320:e-L--329.8NX-39NX-40NX-41NX-42NX-43_NX-44_NX-45737010290107100989.00.75.05.46.74.75.010425073789487=--R- IP..10-.:-. I-gg_ - 1,7Extreme wxFairly fresh.Drillsfairly well.lost breaksacross Core' -po85lishedsite kens ides 'Fresh.Some minorpowdering of feldspar.phenocrysts.Minor50-Chloritepowdering on joints.Fresh.Drills we.well,Curved joint-Parts on chlorite-highly chloritie.,,smearedstriatedslickensidedslippery joints.,75: Joint-chloritesmearedcoated-striated4-f- f-/--t-1- + +-I--1-_,i.'l-+-t-t- 1-I-i-_.,_if" +---7---_--Diabase, Dark gray, fine-grained,zwith small scattered dark greenphonocrysts and scattered small:white feldspathic phenocrystspeckling,--_-,AdiIPA1!I1PP-BOTTOMOF BORING--:_-:7:--:--L'-:-:-::--...:-:.::-----7:-..;..:":-:020NN- Standard penetration resiatance, blows/ftececovered/lengthR- Length r cored, 'itRQD - Length of sound core 4 in. and longer/length cored, %U- Undisturbed sampless - Shelby tube. N - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GMD- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityS- Split spoon samplea Groundwater_ounNOTESSEABROOK STATIONPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYa trilled engineets rcDate:October 4, 1973Project 7296PAGE LOG OF BORING OEOTECHNICAL ENGINEERS INC.
BORING LOCATIONN16553, E90235;OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHNov. 10  1973/Nov. 14, 1973,CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH243.6ftDRILLED BYWarren Geergn, ilICIA , P. Schaeble, J. HarrisGROUND EL (MSL)-9.1ftDEPTH TO WATER/DATE Tidalft /- LOGGED BYSoil - K. Polk; Rock - J. R. Rand EL.MSLftSAMPLERATEOFADV.min/ftWATERor RQDCONTENTPRESSURE TESTSTRIKE, DIPF = FoliationJ - JointC-,,-- ContactB = Bedding44 QSOIL AND ROCK DESCRIPTIONSC4 4(Weathering, defects, etc.)(Type, texture, mineralogy,9. 0color, hardness, etc.)'-' ge%GraphicIii:npsiComputed_A k10 `cm/secDepthftTypeandNo.NorRec.0111T/11110S'. Slickenaidp-9.1-20 ^719-346_0_730-4L7- 60-80 -,7-100 -7.3-120 -711-152.9-L:7[:E:-7:-720 E-:7EIS6-:29,5Si8283S4S53351*1456769652)NoneTOP_-OF TILLLight gray fine sand.Uniform; clean.Gray medium to coarse sand.Uniform; Olean; Subangular to eubrounded grains.Gray-brown gravelly sand.Widely graded; slightly silty; ubangular to eubroundedgrains; contains several gravel pieces up to 25 mm in size.Similar to 93, but sand is mostly fine to medium grained.Light gray fine to medium sand.Uniform; clean.Similar to Sample 95.p-`I_--S7S7A148/6"* 87*123TOP7[Se:-:-:OF ROCK-Brown silty sandy gravel.Widely graded; fines-are nonplutio; angular to subangulargrains; contains gravel pieces up to 30 mm in size.Light gray gravelly very silty fine sand.Uniform; fines noulastic; contains severalangular gravel pieces opts 15 mm in size.Similar to Sample S7A, but contains gravel pieces up to 36 mm in size.-33.0i-40_83979410210099100100100100100981001001001I7g989810.06. 05.05.04. 06.08.06.04.06.66.05.04.06.05.0g.g6.05.01)295049558597819690705097658385"g8888_ :.:_....I:1:7-:-,-__7.-7..----N63E, 629E F-0032W, 40SW J -0470W, 388W F -k15W, TONE SN16W, 58NE .1N21E, 35SE SMN: fiNE i :---N20E, 28N W'S : :well. Joints and part-P.Hard, but isaffected 42 l' Diorite.Fine-grained.throughout by slight to4-- 4-Fuecontact dips 55Minor wxmoderate bleaching (pre-, +Diabase. Greenish tan, bleached.-140 -713xNQ-15-7:---_:-"r 60_.7_:_--no..-:-10:7--712-.-:-x_:--140-_ NQ-1NQ-2NQ-3NQ-4NQ-5NQ-6JIQ-7NQ-8NQ-9-NQ-10_NQ-11-NQ-12-xNQ-13-,.NQ-14-INN?,..--1.7".NQ-18.-xNQ-19%/MAINxr v46 8,1some hydrothermal). Joint)" "-show minor wx effects.Diorite.Fine-grained mediumBleaching does not seem.I  tannish-gray.Moderatelyt- Talcto degrade rock strength.,. 'c.,bleached.Quartz diorite.-*z1 V2.4,0; Pyrite.,.-*,.,,.So7.2,'A%sA-'---*H36.0, Fused Intrusive contactFAIFFIiP.IIIlil/I1I1FrA.."*BleachedMabee.Bleached at top.0 DFresh and hard.Drills',Ir._ fI0 Slight wxwell.Only local and_4. Fused contact dips about 68L-*D91. 9' Diorite.Fine-grained, madI- Dminor bleaching effects....'A7,7Minor,. ,tannish gray.Some minorchloritex'..rbleaching.'I`X).'Minor wx -r. ax_ Minor wxFresh and hard. Drills-" I-;well.Minor surface vixIt" XDiorite (7) or feldspathized_ effects on some partings..,X-,I.quartzite (7).Fine-grained,Xquartzes*, prominent foliationN-.,X,,PyriteX xshowing high, but quite. Graphite( 7)-dips 63variable dips.r.p Polished slickensides; , XXDiorite.Quartzose and locally't Polished slickensides-_- DFresh and bard.Drillsz -well.Some minor wx ef-i Pyrite-feats ea joint surfaces.t Slickensided-tiljontaeTop _._,z 5 of diabase isD...bleached, hard.a.7.'Minor wxMSlickensidesFresh and hard. Drillsconchojgja well. Slickensides doPyrite-8116.3D- not appear recent, aresidescommonly on irregular,interlocking surfacers.Fresh and hard. DrillsEoInge are locally slick-eneided -144.5' slink-Polished ensides. High polish.P.r.Fine-grained, med-turn gray.Local minor bleach-log.zrKContact dips about 25vII' 111 4'2- ''',BleachedDiabase.Fine-grained, 4+grades to dark gray below6'bleached zone.A-.11,-..417Ire,irip_ACO-00I,Diortte.Fine-grained, med-ium dark gray.Irregularly" "foliated throughout.'I wwx " zy ,%rX3,>.rr,,.., Fused, welded-:,.. breed.%lam0.0 29.30.011P-alickensides-145,-_e@NN- Standard penetration resistance, blows/ftRec - Length recovered/length cored, %RQD -Length of sound core 4 in. and longer'/lengthcored, %s- Split spoon sample.GroundwaterU- Undisturbed sampless - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- Osterberg0- GmD- Drilling breakk.. Coefficient ofwx- Weathered, weatheringpermeabilityNOTES1)-Roller bitted to 40.5 ft2)-No clays present; therefore no watercontents were determined.3)- This is only a partial list of dip andstrike data.* - 300 lb. hammer used.SEABROOK BTATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYg utted eretneers II 07110.11ANII MCDate; November 23, 1973Project 7286PAGEIof2ILOG OF -BORINGADT 18(1) GEOTECHNICAL ENGINEERS INC.
BORING LOCATIONNI6553, E9023N OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHNov. 10, 1973/Nov. 14. 1973,CASING ID3 in.CORE SIZE1-7/8 in.ftTOTAL DEPTH243.6ftDRILLED BYWarren George, Inc.;, P. Schaeble, J. HarrisGROUND EL (MSL) -9.1ftDEPTH TO WATER/DATE Tidalft /- LOGGED BYSoil - K. Polk; Rock - J. R. Rand EL.MOB.ftSAMPLERATEOFADV.min/ftWATERor RQDCONTENTPRESSURE TESTSTRIKE, DIPF = Foliationj = JointC = ContactB = Beddingie NSOIL AND ROCK DESCRIPTIONSlia'a(Weathering, defects, etc.)(Type, texture, mineralogy,518 z_ FA%GraphicgmpsiComputedA k10-'cm/secDepthftTypeandNo.NorRec." " '110S = SlickensideCONTINUED FROM PREVIOUS PAGE-2M.9- 60-180-200-220-240-RE.7--9ff.:1801',I,,Ii i. N Q - 2 9.IA NQ-21IIt, NQ-22Ia NQ-23IIQ-24kIINQ-25...II 14Q-26iA QN -27IA NQ-2811a NQ-291INQ-30gI,.NQ-31IIAIIa NQ-931IQ-34iIIIAIIQ-371I]Q-38IQ491001001001001001001001001001009910097100100100100100981006.04.05. 05.05.05. 05.06.04.05.05.06,05.05. 05.05.05.05.05.05.09788946910087616090888 06782879252011006014 41,19.3/II0.0a100N81E, 35SE J ----N42W, SONE aN OW, 76NE SN 0E, 44NE J_1478W, 608W F -1426E, 71NW F 1titR; g2U S'1473w,3W, 68SW S -N20E, 70SE C .hT3OW, 40NE J -N82W, 48NE F :N73W, 30NE JN21W, 49NE C - -N55E, 80NW C --:NOSE, 34NW S --:5rIM: NIP7N20E, 64NWT - ,:, 'N58E, 46NW J :N75E, 275E J :NOSE, 44NW S 7N12E, 1514w 3 ,:-N57E, 1214W S -WISE, 57SE a :_1164W, 64NE S :-NIOE, 651f1W J :-N16E, 3414E S ---N32E, 325E S --1411W, 38NE J --N57E, 88NW J --"N44W, 74SW S_:-N90E, 35SJ :N45E, 42NWJ rN23E, 765E C -:,--:170Fresh and hard. Drillswell. Only very minorwx effects on jointsand partings.Pyrite55ft"so -X e 5,-. ..Diorite.Fine-grained,-...11 '''medium dark gray.Irreg tarty foliated throughout.A:-',Diabase_A A .1,x  .._x .z hard. Drills166.8,Fresh and'.60. 04-+-4.71 168.91Diabase.Unbleached.Diabase is tan-well.ri 0..1- +Intrusive contact dips 50bleached, but adjacent$ aBleached tan. Fine- 7diorite is not bleached. +,piorite0,__grained.Hard..9Shart contacts.51Slickensides-Moderathly to severelyApparentlywx.Softened. Locallyweldedweak.SlickensidesPyriteFresh and hard. Local;,slickenaidesslickensided zonesIlated to folding.Pyrite'.....1:-  Fused contact dips 800_x x >0 x xDiorite.Fine-grained,-A .X xmedium gray.-xafused intrusive contact -',lin. 5,1=11arIII-ril00.03_,.,Fihety."-,,, 'Coarsegirl .45.189I11,1appear tobe old. Re- tZ61L'_-4_,t_..1 x- . I-.AQuartzite(?) Thinly foliated,--- Fusedvariable dips.Fine-grained, 2r---,brecciamedium gray.-, ,..Quartzite, as above.Well--  '.-foliated.--'.. . '-'-'-..'...Fused feldspathized contact-,' BleachedFresh and hard. Lo---.202.0 'a0 Moderate wxcatty subject to slight -'---n-Tphanitic rock-quartz eyes.--!to moderate wx effects -'-'''-Yk  x- Quartzite Bleached (hydrothermal?).-i Moderate wxon joint surfaces.x, 5 >Diorite.Mixed medium fineqHighly polished slick- Vxs Grayquartz diorite.Coarse--enaides at 113'. Also,,,  Localgrained quartz diorite and:It Highly polishedat 117. 6','`,e x , Bleached quartzitic,6 smooth shaken-X X x..:-sides, dip 60_2176,' :IQ-32I.30a.., 08.600.02iHighly polishedHard, but bleached5 ), 5'Diorite.Bleached throughoutelickensidesthroughout to lightX Xfi :Slight wxgreenish tan. Presume.: ,. ..,to light greenish tan. Fine--grained quartzose.-Dhydrothermal bleach..e x-Hard, but bleached'' ''' ,Fused contact dips about 600226.0:DDiabase.Bleached to lightthroughout,Drills. tA..1:1,Slight weMinor surface+ .I - .1.-greenish tan.Fine-grained ...:well.MTalcwe effects on joints.4- Joints are not shaken- 4 -4speckling...._sided.1- 4--:-O1 1- 1:gnu, Fused contact. Irregular din .__.-/ gir.175.80.015P,x X ADiorite,Bleached.Fine--,),A-1 x atYgrained, greenish tan,--BOTTOM-OF BORINGr-__--_-..-=_-_:-_X Note: High-polish "joint" at7213':Strike,,N45W,Dip 61 NE----'7.,------..-gga0NN- Standard penetration resiatanoe, blows/ftRea - Length recovered/length cored, %RQD - length of sound core 4 in. and longer/length cored, %a_ Split spoon sample.4. GroundwaterU- Undisturbed sampless - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GETD- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTESx - Oriented core.USEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYMW enginsasDate: November 23, 1973Project 7286PAGE2of2ILOG OF BORINGADT 16t42011ISCIINICAL IINGINECHS INC,
'BORING LOCATIONN16571, E90280; OffshoreVerticalBEARINGDATE START/FINISHJan, 4, 1974/Jan. 7, 1974CASING ID3 in.CORE SIZE1-7/8 in,TOTAL DEPTH240.3ftDRILLED BYWarren George, Inc.; P. Schaeble, J. HarrisGROUND EL (M8L) -4.0ftDEPTH TO WATER/DATE ft  / LOGGED BYSoil - K. Polk: Rock - J, R. Ran EL.MSLftSAMPLERATEOFADV.mm/ftcvsNELIT orRQDPRESSURE TESTSTRIKE, DIPF = FJ =Joioliati onntC "ContactB = BeddingSOIL AND ROCK DESCRIPTIONSa.) Pgg 1(Weathering, defects, etc.)(Type, texture, mineralogy,Q%Graphiclf,MpsiComputed400- em/secDepthftTypeandNo.NorReo.IIIIIIR.= Simkenald-4.0-20-7-40-_602-100--120--140---7-10-:1-20-:--30_-1)3)NoneTOPOF ROCK--...__-------_-40-:---_:-5:--_---..7-:7:9000.----12 -_.7-131:--141:NQNQ-2NQ-3-NQ-4-NQ-5NQ-6NQ-7= NQ-8NQ-9-NQ-10NQ-11NQ-12NQ-13. NQ-14NQ-15NQ-12)100100100100100100100100100lOft00001001001001005.05,25.34)5,-11853687103100100631000807875988298876)N62W, 61NE JN79W, 25NE Jf4,93k. RE iN11W., 638W CN76W, 39NE JN 7W, 42SW 3N73W, 29NE JPyriteFresh and hard.DrillsDiorite.Fine-grained, medium :well.Minor surface wex , 0dark gray.Generally massiveILeffects on joints and partings, , Y Itexture.-.,, ..,....::Sligh WeFresh and hard.Drills, ) ,,well.Local slight wx onw w vpartings.Partings dip 10-'to 20.Few high angle, "Y 0 Vojints .wvw x )Slight wx-P7'--'tact dips 300'-e-+C) e'i2.56.9 *IIAp411AFrOl104railFor,A1II+. 4- .59.0,..,.Lx25n contact diOpens1 -,6----P-63.-._,_0 6-Diabase.Fine, feldspar spots.Open contact dips 30_2_-.:'-..., 67.7Slight wx,..DFresh and hard.Drillsv . -.,, Slight-well.Joints and partings,,vbleaching--, : effect-are not wx. Not slickensided-Diorite.Fine-grahted, medium--. 0 vdark gray.Irregularly foliated z)).throughout.Some very vague: 0avbleaching effects, 84-85'...---,- _Welded breccia--Fresh and hard.Drills$ ., , Minor bleaching--._very well.Polished slick-e a-v v-ensides 06 98.6' on 60' foil-a v Diorite.Fine-grained, medium.;ation plane.Apparent minor.1.`-??,..dark gray.Locally foliated.:palehedhydrothermal bleaching at)` f.: s.--.92'.Joints are clean.,--_-1-slickensides _di s 38&deg;...;:.:___103.i_ClEr.=1_pttact;::Ill),.-:it.ea-11111, +.4- , Chill zone-brown'0+' 1.471*. 4Diabase. %verily, fine-I k."-",e,-;!"-.0 1"g'rqused diorite inclusion at0Fresh resh and hard.Drillswell.Joints and partings1.- k- 7109. 6 - 110. 0'-Subvertioal show only very minor nor-1,4-jointface wx effects.4-I.'+ J-gray, sub-black throughout.+ +- Brownish at chilled contacts..--_-... Prominent-1-.4--r_ . feldsparI-+ +17). i- +-spotting-i 7Fresh anar.Drills4- I--Fhd hdDill0-mi., t1, well.Graphitic partings,. F 4- F...Fused contact dips 71 Chilled-G-o,lrivute'''-rap135' to 138', appear pal-05" 132.0,Morite.Quartzose.Fine-.striatedJelled, but are nut onv 7+ 1-v a. vgrained, dark gray with irregularPolishedplanar surfaces.-graphitev acontorted foliation throughout.No meaningful dip direction.-:7,xX4 IC143.--7N- Standard penetration resistance, blows/ftRae - Length recovered/length cored, %sound core 4 in. and longer/length cored, %RQD - Length of souS- Split spoon eample.; Groundwater- Undisturbed eamples  Shelby tubeN - DenisonF- Fixed pistonP - Pitcher Osterberg0- GEI- Drilling breakIt - Coefficient ofam Weathered, weatheringpermeabilityNOTES1)Washed through soil to 33.5 ft.Na sample taken.2)Roller bitted to 34.8 ft.3)No clays present, therefore, nowater contents were determined.4)Drilling rates for NQ-4 throughNQ-13 are 5 to 7 minutes per ft.5)Drilling rates for NQ-14 throughQ-375$ 5 to 10 minutes per ft.SEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYFA/ mead englneas  wowerwtwo W.11611,  ...........,...-n-,--Date: January 14, 1974Project 7286PAGE1of2MC OF BORING ADT 16A(1) GlaCRISCHNICAL nISOINZERS 1NC, BORING LOCATIONN16571, E90280; OffshoreVerticalBEARINGDATE START/FINISHJan, 4, 1974/Jan. 7, 1974,CASING ID 1-7/8 in.240.3ftWarren George, Inc. ; P. Schaeble, J. HarrisGROUND EL (MSL)-4.0 ftft  / LOGGED BYSoil - K. Polk; Rook - J. R. Rand ELMSLftSAMPLERATEOFADV.min/ftCONTENTer INDPRESSURE TESTSTRIKE, DTPF = FoliationJ =JointC = ContactB -.* Beddingre PSOIL AND ROCK DESCRIPTIONS(Weathering, defects, etc. )(Type, texture, mineraloyy,ppcolor, hardness, etc. )Y%Graphic,1Mp0iComputed k10em/BeeBegat'TypeIandftNo.NorRec.(.((iyi(190S = SlickeraistCONTINUED  FROM PREVIOUS PACE-160-180-200-2206-24050160080901001101III340INQ-17iiNQ-18INQ-19..Idi NQ-20I;LNQ-21II6NQ-22I NQ-23'1 Q-24I1!.Q-25I16 Q-266 Q-27Iii @-28L. Q-29I1Q-30II" Q-31aI Q-32.,.L.1-34ii1a NQ-35Ii NQ-3INO-3100100100928598100100100100881021001009810093989210083000092859410197100100100se 17883100Kitik; RaiffN45W, 279W JN25W, 56NE JN61W, 358W JN84E, 67SE FN11W, 18SW SN23E, 50SE F/447E, 76SE FN25E, 76SE JN 5E, 34NW JN5OW, 26NE JN74W, GONE JN11E, 11NW JN 6W, 24NE JN21E, 20NW J0671W, 37NE J5436W, Vert. JN 9W, 63NEMt; liSe'NNW, SONE FN28W, 525W SN 1W, 51SW49W, 29SW JWISE, 29NW J N86E, 27SE9658W,58W, 58NE CN32W, 36SW JN 5E, 66SE JN55E, 73NW JN57E, 30SEN24E, 400W CN76E, 62SE JN72E, 65SE JN6OW, 258W-Fresh and hard.DrillsI 7.-very well.Joints and part-*s *OrientDiorite.Fine-grained, dark .7.ings are fresh, not slick-Iensided. a ..y.gray quartzose.Irregularly 7a y'foliated throughout._- s r-_.1 )-.0.V...r a--Fresh and hard.Drills a.,-a v a..Diorite.Fine-grained, dark -well.Joints and partings .., ,gray.Irregularly foliated--throughout.-clean.Tends locally toa....,,,..--paon high-angle foliation. r.-portCa r---.i7a.',.*-VFoliation.>< rt r" MinorDiorite.')t '','Bleachlight__--...-)..'diorite.Shows minor greenish hydro-  y ',7 ...*-,thermal bleaching.Hard.,... ),.Coarse-grained,greenish gray grano-Some minor hydro-thermal alteration :-..._.---,.',Diorite(?)Fine-grained, med-*I'..."
* Coarseium dark gray.May be-.,r.-a,-acquartzite ( ? I--Fresh and hard.Bleachedz___-* ,Veined contact dips 60as ", --, 119 0.1i antiofti11-locally hydrothermally.t_ 1... 4.Diabase. Fine grained, bleached-Joints and partings are not4-- CBleach tannish gray. Bleaching digs:+-4._slickensided.-+-out at about 196.3,+ 4- ' Becomes. -acesDiabase. Fine-med. dark , -,)--tir't--1 dark gray gray. Fused contact dips 60" :1,,.Not wx.Subject to hydro-;'ac X198.8Ithermal alteration,Bleach-1 .,',.,),., BleachGranodiorite. Medium 7lag.Joints and partings not l''-.'Possible fault-Itcoarse-grained, lightr.r.-, Groutalickensided.'',..,*,2tighttannish gray.---talcBleach,__.....=,e' ...,, ' '''' Blh-.r .1'-Y Fused fault (7)-t-,:%I.4; Quartzite(7)Diorite. Fine-7X*. 5 1,'grained light brownish : Fresh and hard.Drills well.)7-. .77_' Quartz-feld-gray.iI' 24 0-0 spar peg.Diorite-granodiorite.BleachedMedium to medium-Locally bleached (hydro-1,.. 14 'sfine grained, light tan -7thermal alteration) but is not t`' "'X ),..'niah gray (due to hydra-.1)4theal alteration).rmaterially softened.s Bleachedthermal*Locally unbleached.-'''' 'Pegmatite-, ,e3Em Bleached diabase Fused contact dips 37`r1ml't..--,:-.7. 1.1230. 7.Fresh and hand.'Fresh+ i- .e BleachedDiabase.Fine-grained,light tannish gray.f + -,i Not- t" +,BleachedDiabase.Dark gray.-. _ ..-iBOTTOMOF BORING"....::-7-N- Standard penetration reelstanes, blows/ffRoo - length recovered/length nand, %RCM - Length of sound cora 4 In. and looger/length cored, %8- Split spoon sample; GroundwaterU- Undieturbed samples8 - Shelby tubeN - DenisonF- Fixed MelonP - Pitcher0- Osterberg0- GM- Drilling breakIt - Coefficient ofvat- Weathered, weatheringpermeability'NOTES6)This Is only a partial list of dip andstrike data.x - Oriented core.SEABROOK ST ATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANY0 mead engine= .- -Date, January 14, 1974Project 7286PAGE22ILOG OF BORINGADT 16Aoncsnacwwm.i. ZNOINKBPLI INC.
BORING LOCATIONN16545, E90195; OffshoreINCLINATIONVerticalDATE START/FINISHJan. 81974/Jan. 14, 1974CASING 1133 in.CORE SIZE1-7/8 in.TOTAL DEPTH240.0ftDRILLED BYWarren George, Inc. ; P. Schaeble, J. HarrisGROUND EL IMSL)  -8.3ftf  / - J. R. Rand EL.MSLftSAMPLERATEOFADV.rnin/fCaT,BIT er RQDPR SSURE TESTSTRIKE,KE . DIPF = Foliation,1 = JointC = ContactE = BeddingSOIL AND ROCK DESCRIPTIONSr,1rn ;14(Type, texture, mineralogy,0 tzcolor, hardness, etc.) alDepthfTypoandNo.NorDec.1kGraphicgmpsiComputedk10-4cm/sec-8. 300S = Slio ellflill.80 ---100---120 ---140--::...---:10_:.::-20.---:L30--1)3)NoneTOPOF ROCK---_-..---------7.:36.-:-40-:-::40-_,7760--:::70:-----_:-90:-:-^10107120:-:1430-7-:44--NQ-1NQ-2NQ-3NQ-4NQ-1NQ-6NQ-7NQ-8,,,Q-9NQ-10NQ-11NQ-12NQ-1398001009810000100999497981000049390799410010093979393870090N79E,31NW .1N45E,66SE JN42E,58SE SN29W,30NE SN59W,41NE .7N50E,76sE cN79W,68NE JN34E,89NW CN25E,34NW CN31W,67SW SN68E,29SW JN36W,58NE Sa.1Ik611"1.,k71iiVEiiE!".:..z.!11--I.!iII1I111ii!El;I,It'IIielriteFresh and hard.Drillsvery well.Very minorsurface wx effects on jointrl"and partings.No slicken-Manganesesides.Fresh and hard.Drillsvery well.Minor surface,_,wx effects on joints andlax*.VI).v'X S. Xy .. Ay>,."7"x a  v* Y S3.<').'X0 a .0x a . 0505 X a v. N' v V 'Ax  r 4' x r ra NVY, ),aj< a xmediumDiorite.Mixed fine-grained-foliated dark gray diorite in-medium-coarse-grained,gray granodiorite.Foliation in fine-grained dio-:rite is wavy, irregular._ --- -Diorite.Fine-grained, dark' 7.grey.Internally complex fold- :ing.TranwittnnolFlaeri C,rntnet-,iIIIPA01/II4I11IIIiIP4111Ppartings. Not slickenside. , Icy, 1*Da x .Foliationa v. av Y V.Verye-graine d, thnly lami-nated, wavy, drag-folded lami--one.Pinkish brown and dark-gyaaltisattglei:..Chert, as above. Contact dips 55"Fresh and hard.Drills4-4--4-4-very well.Very minor4t,..surface wx effects on4- ,  I-Joints andNo 4_4_4_partings.X ,,Diabase.Fine-grained, dark ..".;gray.No bleaching..-6 7,Fused contact dips 550 slickenaides. a. ay":4 v XX V ),v x y v.1,.1.Xa 4*.a v-1,x aPolishedFresh and hard.Drills" ' CslickensidesX 14 ,very well.Small polish y ,on 20 partingsed slickensides ata a 96.6-99.7, on low-.". ,`055angle partings.Not7 7Pyritebleached,y yv v aDiorite.Fine-grained, medium-dark gray.Locally vaguely -foliated.Pyrite disseminatedlocally.-----Diorite.Fine-grained, mediurftdart gray.Fairly massive.: -.--i9 .Open coritaot dips 20-1---i-1-1-4-1-v1-+-4-1-,..,- ...Fresh.Not bleached. .-'14- 'DHard.Drills well.Joints 4- +- t.Slight polish'Diabase.Fine-grained, dark.gray.Not bleached.-' Fused contact dips 5e7122.2are fresh to very minor4: 0 surface wx effects.Not0 . . slickensided.y So"...a" -'...'Diorite.Fine-grained, mediumdesk gray.Contorted foliation*.Irregular intrusive contact cts7(t:128.4Fresh and hard.Drillswell.Minor chlorite on.1- ,--f 1-4 .1-1-f "1" l' 1'4.1-v* ,_,.. 7_Diabase.Dark gray, fine-...grained.Not bleached.--.-37 7, Jagged intrusive contact-fused. -Chlorite-some joints and partings,striatedNot polished,Not 'ax.-Not blpached1aa...* w.7x7-...,..Diorite.Fine-grained medium:dark gray. Wavy irregularfoliation. Quartz diorite.:1424--NN- Standard penetration resistance, blows/ftRan - Length recovered/length cored, %RQD - Length of aound core 4 in. and longer/length cored, %- Split spoon sampleZ GroundwaterU- Undisturbed sampless - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GE1- Drilling breakk- Coefficient ofWa- Weathered, weatheringpermeabilityNOTES)No samples taken.2)Roller bitted to 38.0 ft.3)No (days present; therefore no watercontents were determined.4)Drill time for entire boring from 8 to15 minutes per foot.x - Oriented coreSEABROOK STATIONPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYg silted engineers . ---. IrcDate:April 11, 1974Project 7286PAGE12_ofILOG OF BORINGADT 16B(1) GEOTECHNIGAL ENGINEERS INC.
BORING LOCATIONN16545, E90185; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHJan. 8, 1974/Jan. 14, 1974,CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH240.0ftDRILLED BYWarren George, Inc.; P. Schaeble, J. HarrisGROUND EL (MSL)-8.3ftDEPTH TO WATER/DATE ft  /Soil - K. Polk;Rock - J. ft. Rand EL.MELftSAMPLERATEOFADV.Mild(orRQDCvalmPRESSURE TESTSTRIKE, DIP=FFoliationJ = JointC =ContactB = BeddingQSOIL AND ROCK DESCRIPTIONS(Weathering, defects, eta.)(Type, texture, mineralogy,cgcolor, hardness, etc.)CO%GraphicBM.paComputedk0em/secDepthftTypeandNo.NorRoe.1108 =Slicki CONTINUED FROM PREVIOUS PAGE-160,.-200-..-220-:-240,-142.4'_-15 .1:-161v.> 1811L.-20./1.:_,121.-..420!'L235-,19.!NQ-23NQ-1.IN-NQ111NQ-Iiii NQ- ;1NQ-1 iii!NQ-20Q-211NQ-221 Q-24Q 25Q-26: Q-27Q-281Q 25I Q-31Q-32! Q-33I001001001000010010097100100100100100100100921001000010010010088937310097971008895100909858909710094iIrdi5Pix/1/4N36W,58NE SN35W, 34SW CN13W, 38SW JN26E, 53NW JN72W, 51SW FN36W, 41NE SN26W, SINESNOSE, 52NW5N78E, 680E JN S W, Z1NE SN82W, 76SW FN31E, 3411WSN 8W, 41NE FN29W, 329W SN8OW, 52NE JN59E, 768E FN41E, 43NW JN OE, SBNE FN63W, 500W JN72W, 71NE JN86W, 36SW FN89E, BONE SNOSE, 510W FN46E, 60SE JN85W, 78NE SN64E, 598E FN25W, 42SW JN32E, 57SE JMgvEv,' LIM tN22E, 31NW JN52W, 33NE J1,,,gn: tm 5N41E, 36SE FN80E, 71NW JrigH, MEW fLlis'4.Open contact dips247.0Diabase.Dark gayi0 4,n,!.k-,-;;Fresh.Hard.Drillswell.Joints and partingare not slickensided.Graphite-polishedMinor polishFresh and hard.DrillsGraphitewell.Joints and partingshow only very minor suiGraphiteface sex effects.Minorbleaching at 169-170'.Fresh and hard. Drillsvery well. Not slick-ensided.0Fresh and hard. Notslickensided.DrillsMinor slick-well.Only very minaensidessurface wx effects onPyritejoints and partings.in or wxSurface powdera sa- Y aY. yv ssv.r.s irv ir viOpen contact dips 35Diorite.Quartzose.Fine-grained, medium dark gray.Wavy,foliated.Steep dips.Fused,weldedbrecciaBleachDiorite.Fine-grainedBleachdart gray.Irregular wavyfoliation. Slightly bleached,medium-grained at 168' and169'. Fused contacts.Diorite.Fine-grained,medium dark gray quartzdiorite. Vaguely to widelyfoliated throughout.Diorite.Mixed fine-graineddark gray quartz dioriteand medium-coarse, medigray granodiorite. Locallyfoliated.Fine-grained, dark gray.Fused contact dips about 60225 0;. 4i,s '7' r iiis s sv.s-,,,,,,,a. ac,KS'aa.'"Y .. Ys s s.,4 vavY . yA X 7 VY a a,a Y vY v Vx k a v),aYa V Vs v ss., a ,..,, ,,,,,x' x --,*';4'.>':s.'isi5svixissyX X XXs ss.,$ Y a asx x xV V . A0 a aV X. >4 ,X X,II.1.4.,Fresh, but bleached byhydrothermal alteration.Not wx.Not slickenside,Fresh.Bleached.High-.Iangle veinlets.Striated-slickensides1 Not polishedAT( l'x )tx)4 >e,X $ Yi'N><S X ).X )4'X s V'Quartz diorite.Granodio-Bleachedrite.Medium coarse-throughout grained, medium lightgreenish-gray.Feldsparveining is tight.Bleached-241r_-:..:i--::BorromOF BORINGicN-Standard penetration resistance, blows/ftRea - Length recovered/length cored, %RQD - Length of sound core 4 In. and longer/length cored, %S.- Split spoon sampleif GroundwaterU- Undisturbed samplesS  Shelby tubeN - DenisonF- Fixed pistonp - Pitcher0- Osterberg0- GET- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTESSEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYa uated engineers . connive.. InC.Date:April H, 1974Project 7288PAGE2of2LOG OF BORINGADT 16B(1) ClaCITECHIVICAL BORING LOCATION2416493, E90257; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHJan. 14, 1974/Jan. 17, 1974CASING ID3 in.CORE SIZE1-7/9 in.TOTAL DEPTH238,5ftDRILLED BYWarren George, Inc.; P.Schaeble. J. HarrisGROUND EL (MSL) -5.5ftDEPTH TO WATER/DATE Tidalft  /- LOGGED BYSoil - K. Polk; Rock -3, R. Rand EL.MSLftSAMPLERATEOFADV.nain/fWATERCONTENT .srR -QDPRESSURE TESTSTRIKE, DIP=FFoliationC =JointC = ContactB = BeddingSOIL AND ROCK DESCRIPTIONS(.4a 1(Weathering, defects, etc.)(Type, texture, mineralogy,0'-'color, hardness, etc.)I-I%GraphicKMpsiComputed, k10-8ciu/secDepthTypeandNo.NorRec.5.51,111111nS = Slickenside-40.--80-C...-.-120 -,.-140 -'-_40---:-20--)2)NoneTOPOF ROCKN34E, 47SE SN61W, 34NE S1443W, 728W SN57W, 27NE SN45W, 28NEJN18E, 6124W J1474E, 550E SN84W, 538W JN 6W, 4214E 5N50E, 5424W SN54W, 51SW FN64W, 67NE SN165, 22SE JN 7E. 75NW SN3OW, 46NE 8N89W, 27NE J2422W, 548W JN82E, 31NW JN 4W, 38NE F1461W, 33NE JN78W, 36NE j2413W, 66NE JN 3E, 41SE FN44W, 67NE F1421W, 52NE J242I2E, 44SE FtiiM: ME 5N77W, 35NE JNUE , 1424W S2480W, 66SWN62E, 1424W 32450W, 18NE JN76W, 60SW SN36W, 54NE SN 8W, 3814E JN14E 327W, 472452W, 4624E FNSE,2488W',7604EwJsN15E, 40NW 8.--StriatedFresh and hard=dss'i - >4Diorite.Medium coarse-rustyject to minor surface!,/4,,,grained, medium gray.Minorwx effects on jointsxis r xit x r ,-rustyand partings,17.,___30. 3'-23--:-7:':. 0_-:---..:-60-------70-:140:Zw90.:---101-:-1--11 i:...i420!---:-' i30_-:-:440-:_ NQ-1i NQ-2I NQ-3240-4I NQ-5I NQ 6I N 7NQ-81Q-101NQ-111NQ-12!NQ-13!NQ 14!HQ-1514Q-16!NQ 17240-18INQ-19I Q-201 NQ-21!NQ-22I NQ-23NQ-24Q-25!!NQ-26! NQ -2 71NQ 2810010010010010083100100961001001001001001001001001001001001001009797100100100008.08.08.810.09.310.08.51.210.710.08.010.69.410.011.07.08.411.69 810.29.69.48.210.611.48,88.08.4463300336167059438583628075535062471650437885 285324WANIIIIIMIIIIAguava(%MaNote: Bleached7,31.41-7Diabase.Tanbleached.rArA/0 liadiabase.At 31.41....Contact veined, , ipakis fused fault surface..t.gx7V*36.5 t '.-s, .;.b.-,-,-=Dia ase.Dark gray. Fine.tr.:.-'-::40Open rusty contact dips 35Calcite veinFresh and hard. MinorMinor rustya a aDiorite.Fine-grained, darkManganeserusty wx effects ongray.Vague wavy foliation.some joint and parting 1Minor rustyxa a'iv r r 0Diorite.Fine, medium darkMinor rustyv xPyriteI ,.a',gray.V`,a I, .-Fresh and hard. MinorDiorite.Fine-grained, darksurface wx effects onI w
* I'')a xgray.Fairly massive.joints and partings.)Fused contact dips 20Not slickensided. s* s.,66. 41 rAPTA/Frii11FA-a -s- -XDiabase.Fine, dark grayManganese2"7.77.,":x a, xRough open contact dips 4014 ADiorite.Fine-grained, medium-V w xa. a I,ark gray.' a aa'Fresh and hard. Drills*aDiorite.Fine-grained, medic_Striatedwell.Joints and part- dark gray.Locally shows-hip show only minoravaguesurface wx effectsr a'T V V wavy foliation.Partings are not slick-* .ensided.No bleaching. a V Y.d.. VVa x 1Ca's.itb w /-Diorite.Fine-grained, darkFresh and hard.Some r x .gray.Vague wavy foliation,*.-Pyriteminor chlorite on joints C" SCandartings.Pa ,, .is xa'a a ainort a a..chloriteaSs ax aDiorite.Quartzose,Fine-Minora a agrained, medium dark gray.chlorite.x8Fresh and hard. Joints8 .Locally vague foliation textures.MinoriChloriteand partings not slick-* a tensided.Show minorN._.,*Pyrite.:surface wx effects,Pyritea a }4a a w .Diorite.Fine-grained, med-'WW 7ium dark to dark gray. Quart-a a'well.Some joints show a *'case.Vague wavy foliationminor surface wx ef-r x a Afabric throughout.-feats.No bleaching.* s, a777'x-x aV ) ..t'a. a `A )lows_Fresh and hard. Drills..,;;_azOpendips 37Iracontact rr AiIn,KgrdirFAIAS'VA1/F iIverv well,7ON- Standard penetration resistance, blows/ftlien - Length recovered/length cored, %RQD - Length of sound care 4 in. end longer/length cored, %S- Split spoon sample; GrOundwaterU- Undisturbed samples8- Shelby tube24- DenisonF- Fixed pistonP - Pitcher0- Osterberg0- GEI- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTES1)- Washed through soil 0-23'.Nowimples taken.2)- No clays present; therefore nowater contents were determined.x - Oriented core.SEABROOK STATIONPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANY0 Med engineers , --Date:April 17, 1974Project 7280PAGE1of 2 LOG OF BORING ADT 16C 11:1) .0BOTECHNIGAI. ENGINEERS Ira.
BORING LOCATION1116493, E90257; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHJan. 14, 1974/Jan. 17, 1974CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH238.5ftDRILLED BYWarren George, Inc. ; P. Schaeble, J. HarrisGROUND EL (MSL) -5.5 ftDEPTH TO WATER/DATE Tidalft  / LOGGED BYSoil - K. Polk; Rock -3. R. RandEL.MSLftSAMPLERATEOFADV,min/ftCuTEIT orRQDPRESSURE TESTSTRIKE, DIP=FFoliationJ = JointC = ContactB = BeddingeSOIL AND ROCK DESCRIPTIONS4,1ga "C(Weathering, defects, etc. )(Type, texture, mineralogy,. Mcolor, hardness, etc.)' gaDepthftTypeandNo.y,orRec.%Graphicga-cpsiComputed4 k10-'cm/sec'"1 09SlickonaldCONTINUED FROM PREVIOUS PAGE-160-180-200-220 -.7._-240--143.:... 5 e--:,:.',-:717C.:-181:-:,-191:-0..--2 1....220---:L230-::-PaNQ-29Q-3(NQ-31NQ-31NQ-3 5..NQ-34NQ-35NQ-3tNQ-37. NQ-38NQ-3.9NQ-40NQ-41NQ -42NQ-41Q-44NQ-45, NQ-46NQ-4710098100100100100100150100100100100100100100981001009310.08.89.49.08.29.07.28.59.69.29.59.78.99.09.19. 78.69. 59.192959773826587799880475023455890829093i1Igli1.gWAirio1/1IIII:460/482E, 22SESN20E, 565E JN59W, SINE JN69E, 33SE JN5OW, 43NE J1166W, 6911E F111191//, 25WE gN26E, 6614W .7N26E, 64NW JN54W, 62N S1158W, 4411E Jii9?k,.Z0N 4W, 18NE JN41E, 35NW J112PP, tes1v/N45E, 73NW J1132E, 34SE aN16E, 39SE J1163E, 359W J1162W, 435WN58E, 1811W N83W, 11h1N78E, 65SE JN17E, 41SE SN53W, 7011E JN46E, 45SE JN 1E, UNEJ'fit-I,andd partings4- -t- not slickensided.4-t-t-Diabase.Fine-grained,dark gray. Grades to-I- .I5medium-grained at 145'.--I- -I FeldsparBecomes white feldspar -'fi ,-I- Specsspeckled at 151.'----t-,4-- throughoutFresh and hard. Drillswell.Joints and part-ings locally show, k_ Diabase.Fine-grained,striations, minoro  dark gray..4 t 4Striatedslickensides.4 4, 4-- 4-a.:contact dl's 38,166.LDiorite.Fine-grained,.+/-Striated'X /4 .).x. Diabase,medium gray. Quartzose4t4,,:,.."./.". fuseddiabase inclusion is irregFresh and hard. Drills : ' axular, fused.very well.Joints and*,,,,,* 5..4., .odiorite at be...5,177partings fresh.xlc X NFused contact dips 70Open jointCalcite coatedFresh and hard.Drills well.SomeChloritestriated chlorite on+ # 4- 4.Diabase.Fine-grained,4- T .1-dark gray with calcitek k 4phonono_ 4. 4- Calcite:1,sta 183' to 186'.fi ,-,.7.' speckling1.+4-'4-1-1-s:iDiabase, as above.1-4.17/.di  s 14________Open_patact-S Chloritejoints and partings.x , ,, PegmatiteDiorite.Fine-grained,medium dark gray quart-Slippery* Y $Chlorite'''*''.nose,Fairly well foil-ated throughoUt.*Rough'8 s%Y . 1Irregular joints.-* 5-,Fresh and hard5
* V PyriteProminent pyrite min--1, .Calcite, pyritethroughout.Joints0.---sarBreooia-ftolod eralization with calcite. on foliationand partings show-; a-ewith calcite.Fused breccia at 208.8*-*-only minor surface'210,4'.V7.... I..wx effects.Fresh.o. .4...and hard,Minor sur--.,_.:_/2..II., 4,Fused comet dips 5FAr!..."5,rf,,rAA/IP/1Paface wx effects on77 Brown chill MIA.Not bleached.4 C. -4.e StriatedPartings.f 4- r tDiabase.Fine at top.i chlorite-t t +slickensided. 1- 1. TI- 1-1-Diabeae.Medium-fineFresh and hard. Drills _ o_ 4 tgrained, dark gray with hair-7.1very well.At 235.5,line calcite veinlets.77 I Calcitebecomes bleached74- t r- linedgradually.4 I 235.5' Rook gradually becomes4 i--4 4.bleached, transitional contactQuartz-feldspar veinlet-no calciteL'.bleaehover .5, core--t7-a::--:BOTTOMOF BORING14NN- Standard penetration resistance, blows/ftRem - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length cored, %- Split spoon sampleg. GroundwaterU- Undisturbed sampless - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GEID- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTESx - Oriented core.x - Oriented core.SEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYCal sited caginess ....NNE. InaDate;April 17, 1974Project 7280PAGE 2of 2 ILOG OF BORING ADT 16C (1) GBOTECINNICAL ENOINES11.9 BORING LOCATIONN16600, E90219; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHNov. 10, 1974/Nov, 14, 1974,CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH241.4ftDRILLED BYWarren George, Inc. IP. Schaeble. J. HarrisGROUND EL (MSL) -7,8ftDEPTH TO WATER/DATE Tidalft / LOGGED BYSoil - K. Polk; Rook - J. R Rand EL.MSLftSAMPLERATEOFADV.rnin/fCONTENTorRQDPRESSURE TESTSTRIKE, DIPF = FoliationJ = JointC = ContactE = BeddingmSOIL AND ROCK DESCRIPTIONSw -4CZ1(Type, texture, mineralogy,0 14color, hardness, etc.)4.) PII%GraphicKM.paComputedk10-4cm/seeDepthftTypeandNo.NoRec.7.8aIII08 = Slinnsid-20-,:-40 -,:,-60 -;-80 _:--100-c-120-,-140-,77-1.10-1--20---_1.30:-38 01)2)NoneTOPOP ROCK7-407:.::_7-- 0_7-77-70-..:.-_-_7-90-"--:--10C--110--:---71207a-_:--138"-7-7-14o--a41.5_NQ-1NQ-2NQ-3NQ-4-NQ-5NQ-6_04Q-7-NQ-8NQ-9-NQ-10NQ-1-11(1-12NQ-13x NQ-14K NQ-15NQ-16x NQ-17r-a NQ-1E10010010010082991009910010010097961001001001001007.07.05.06.05.07.06.06.06.06.06,07,08.08.011.08.08.08.0194652485335767974797967628833807227AVuIsurface wx effects. .1-IxMinor polishFresh and hard. Closely'a ''.'Diorite.Fine-grained,i7Minor polishspaced high-angle joints.; v. v vdark gray.Vaguely foli-ated throughout.-x.,0Joints are polished atxz:oint r xVerticalteal j42.3' and 44.5'.:y-r x ,....Ik
* tS S s__....PArei'X'.!.54.17---1i:pDinbase inclusion.FreshWMAApanodlihsharedd..Deriallose.. : ..,v1CO.-lishiny at 70.1'.Y,...,Nt....v.,...Y'YPolishedv. v.x slickensides0 .''r'''.frChilled, fused, undulatingoontact.Diorite.Fine-grained,dark gray. Quartzoee withsteep, undulating foliationthroughout.Fused contact d52570ApIIF41111idi44pi_at 70.1'Fresh and bard. Drillswell.High-angle joints t-t.T.Iare smooth, planar.iNot polished. Minor1--4-,4_4-iI- 4-Ii- -I + a-Chill zone'Diabase.Dark gray, fine-grained. Calcite piano-erysts. Generally finelycalcitic throughout.86,8,Contact dips 48..,Fresh and hard. Drills 9'Diorite.Fine-grainedvery well.Some jointsV,*.,,1dark SM. Quartzoee.are fairly smooth,x'',.xI Smoothsome pyrite coatingsJ9 V ,Diorite.Fine-grained,iion joints.'x. 9- 1,8._.vx x11ation.(May be an impure%rx X 1quartzite ? ?)Pyrite-minorI, S s.Y.14AVpolishVr )1aFresh and hard. NotA 10a S A.Diorite.Medium-fine- Smoothbleached.Joints are... 1<,grained, medium dark,jointscharacteristically plan- ..; 1,1.;gray.Local zones of fine-ar.Smooth locallyN '' v 'grained, dark gray foliatedshow high polish..0. X .r.Xquartz diorite.v55 joints-highX X X,polish-smooth65 joints-smoothX X t;A r.065 joints-smoothA x rVertical jointThin chlorite coating1, x. *.00!Chloriteon non-polished joints.Open contact dips 400'v . *1318'':,01rillA.11j,-Fresh, bard.Not Diabtuie. Dark gray, fine-bleached.Sante smoothI- i'Calcite fillingjoints.Not highly poi_i- # f',grained.,,..13a0Fusedw:  cont ctoMinor polishlobed'y.,,,Y,,Y,Y,Diorite.Fine-grained.v ,..7.__1"414''t-7ON- Standard penetration resistance, blows/ftReo - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length tiered, %S- Split spoon sampleR Groundwater- Undisturbed samplesS - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GET- Drilling break` k - Coefficient ofw.:. Weathered, weatheringpermeabilityNOTESI) - Washed through soil 0-38.Nosamplestaken.2) - No clays present; therefore nowater contents were determined.x - Oriented core.SEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYEy milted engineers 11....171017 IrCDate: April 18, 1974Pro)eet 7286PAGE 1of 2 ILOG OF BORING ADT 15D (t) GMTECHNICAL ENGINEERS INC.
BORING LOCATIONN16600, E90219; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHNov. 10, 1974/Nov. 14, 1974'CASING ID 3 in. CORE SIZE1-7/8 in.TOTAL DEPTH. 241.4ftDRILLED BYWarren George, Inc.; P. Schaeble. J. HarrisGROUND EL (MSL)-7.8 ftDEPTH TO WATER/DATE Tidalft  /- LOGGED BY Soil - K. Polk; Rock - J. R. Rand EL.MSLftSAMPLERATEOFV.mm/ftWATERerRQDCONTENTPRESSURE TESTSTRIKE, DIPF = Foliation.1 = Joint C = ContactB = Beddingal PSOIL AND ROCK DESCRIPTIONSC4 r.1(Weathering, defects, etc.)(Type, texture, mineralogy,0 Fe- XI%GraphicKMpsiComputed.,k10 ' cm/secDepthftTypeandNo.NorRec.' "1S = SlicitensidCONTINUED FROM PREVIOUS PAGE-160-180-200- 220-240 -Fused contact dips 56141.5a150NB17011809010011 l2131'II.!NQ-191i NQ-20!NQ-21!NQ-22! NQ-23iI! NQ-24IINQ-25BI:NQ-26I. NQ-27II I!NQ-29I I!,.!Q-30I II' Q-31...I1I Q-32rI Q-33III! Q-341! Q-35Q-96I Q-37100100100100981001001001001009810098100971001001001007.09.09.09.09. 00.09.010.010.012.011.010.013.012.015.014.012.0124'838588937292974292725878876654494148Pa5PAI11IN76W, 67NE SN64W, 52NE JN38W, 24SW JN89E, 32SE JILS, HNW .1NW JN55E, 24NW JN 6W, 23NE JII% 1390VE 'ISNOSE, 22SE JN34W, 72SW JNN4348E5., 3679SNwE FCN33E, 405E SN90E, 230JN15E, 16NW JN52E, 57NW SN87W, 49NE JN70E, 1474W JN55W, 1BNE JN24E, 75NW CN66W, SONE FN65W, 63NE SN15E, 45SE FN.,w, SSW JNI; MI 1N34E, 56NW JN56W, SINE JN62W, 58SWFN18E, 50SE dMt %Si'N56E, 20SE 3N1BE, 57NVV JN21E, 528E FN56W, SONE JN11W, 66NE JN35E, 69NW JOF BORING1.97.-E;..;el1,1i)1I..1.ie111;I,ill1N.E,..i..II!!,INSiHI,,....11.'V.._i1L.--lIr.';',146.6Fresh and hard. Drills+" -..1.t4-Diabase.Fine-grained, dark:very well.Joints and part 4-gray with fine calcite specksbags am clean.Local*-44-4.*scattered throughout.minor calcite coating on., .. 4. ..--joints.Not smooth or+ ' '-slickensided.4- i- 4- 4+..f.- e-,' t- a-Fresh and hard. Drills4-....dm,-)1Diabase.Fine-grained dar:kvery well.Joints and" I' ''''4 igray with prominent white calcite:.,.-.partings are not smooth,'+phenocrysts.or slickensided.No+ 4- t-I-- 4-'-:,bleaching.-4-.,..!:.,-c,175chilled contact dipstfL....;,,,:ialteinitge2.___,Fused...,-,)4'Diorite.Medium grained."-,.'''''LD en calp1,4ct di s 25 Calcite"48rAlFresh and hard. DrillsDiabase. Fine-grained near black.:"',1-well.Joints and partings,_ t.- 4.Diorite inclusion at base.CalciteFused cantact-80-t5dip-zalcite.fresh.Calcite-i"-T-t',.1are fairly185.0I IQ-28filling-fillings in some joints.,-;)-,)-.) Brown chill zone-fill*4-4-4Diabase.Fine-grained, dark:.; 42- ,i_t; 1-Igray._t-t:183.1, Fused undulating contact-raFA/A21Apra51IA13.0N57E, 71SE J-..17..500 Vein-fused fault-y x YDiorite.Medium-coarse grained-X >4'Fresh and hard.DrillsI X XImedium grained quartzose.--well.Only very minor,,.. ,, , Fine",, ,Diorite.Predominantly medium :local surface wx effects on 1-coarse grained, notably quartzos.joints and partings.Not>4.74, 5d-Calcite-sliokensided.DX .Xmedium gray.Local zones offine-grained quartzose diorite.filledY. X >X X ;Granodiorite, locally porphyritiu.:_X x Xx x . w  Fine-x v ,Y *5;-X '-:X-Fresh and hard.Drillsk y. kDiorite.Predominantly medium-"Minorm-vcoarse grained, with white feld--striatedvery well.Joints and-partings show only very'' e-minor surface wx effects.WeldedMedium gray.Not bleached.Xx )1v, ,,, breccia-:X X I-Fresh and hard.Drills"'well.Minor surface wxkk ,- - feldsparL-effects on joints and part-, X Ygray.-Diorite.Fine-grained, dark-ings.v ,, ,---:nWflir, UNABOTTOM--:-Z!::':.:`RalIllN- Standard penetration resistance, blows/ftRes - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length oared, %s- Split apoon aample.i, GroundwaterU- Undisturbed samplesS - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- Osterberg0- GEID- Drilling breakk - Coeffloient ofwx- Weathered, weatheringpermeabilityNOTESSEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYel uitiad ermines's .can.1.4-11711e.Date: April 18, 1974Project 7286PAGE22ILOG OF BORINGADT 160CI) CIECITSCHNICAL ENGINE:MAR INC.
BORING LOCATIONoffshore 1017552. E93840INCLINATIONVerticalBEARINGDATE START/FINISHJime 15, 1975/June 16, 1975CASING ID3-6in,1-1/8In.TOTAL DEPTH195.3ftDRILLED BYWarren George Inc.; J. Johnston, P. SeheableGROUND EL-42,4 ftDEPTH TO WATER/DATE Tidalft  / LOGGED BY Soil/Rock - F. X. BelliniEL.tSAMPLERATEOFADV,min/ftWATERor RQDCONTENTPRESSURE TESTSTRIKE, DIP": Foliationj =.- join,C = Contact5 - Slickensidesto n(WeathSOLrn 1ering, defts, IAND ROCK DESCRIPTIONSecetc.)(Type, texture, mineralogy,0 i2color, hardness, etc.)(3 BDepthftTypeandNo.NonRec.iGraphic&PL.psiComputed4klO- 'cm/see-42,4100-60--:-80-:35-120-:40 -C-160-180 -L-.187.6-L-:rE52EAS3286381TOPOF CLAYDktagrit'C't7ty shnudnyit,;&11t1},effeig34rret. Widely graded.Fines are non-plastic, Con- =tains angular to subangular medium to coarse sand and gravel pieces up to 30mm long, :_and few shell fragments.-Light gray, fine to medium grained sand, clean and uniform.Rounded to subrounded:grains.--Similar to Sample 2.-14.Y20-:[Si-t.-F..r7[54[S7Egg9628ETOPOF TILLLayered gray fine grained silty sand and gray silty clay (small recovery).--Gray silty clay.Medium plaaticity, very slow reaction to shaking test, medium to:high dry strength.Contains a few pockets of fine sand up to 5mm thick.----Similar to Sample 5, but with 10-30mm light and dark gray layers and a 4ram fine sand :layer.---Similar to Sample 6.--similar to6'silt and silty fine sand. 2-15mm thiclq silt shows fast reaction to:.:.- 40-:L__[1810--51.0so10239TOPOF ROCKaVgly silty sand to sandy silt, widely graded.Fines are non-plastic.Con--tabs angular to subrounded gravel up to 15mm long.-_Similar to Sample 8C, but with gravel up to 30mm long,---Similar to Sample 8C, but with gravel up to 35mm long.-:___1)100001001009810097100901002-1/22'1/22-1/22-1/22-1/22-1/23-1/23-1/23443-1/23a4343333343-1/24345444434444455344pp-70738264799474787873570 F60 J70 ,Iao&deg; J70 J70 J75 J50 F-e_-p---: -)-l'71,.;--Si amFresh, hard, drills well.Quart'sQuartzite, dark gray, fine-:_.._- 60-:-1:-_1--- 80_:---_--_-:- in_---:---L 12-::.---:------:3-NQ-1_NQ-2-NQ-3_NQ-4-NQ-5NQ-6-NQ-7NQ-8NQ-5NQ-1CProl4119AI=Localizedbroken rock.zna.,pf,,,velii-dolvfiluChipswith displacement evident alSI ant59'SI am of feldspathic jtSomePyrfte=kr:R=So4T healed RsIrregularsurface11=43ChloriteModerately to severely wxChipszone 74.5 - 75.5 ftWx, slick-ed surfaces10=35-39 (broke)DFresh ,,hard drills veryS1 wxwell. Joint surfaces cleanto slightly wx , R=44 (broke)Irreg. (tsor,iu4lakhaarodigigbellaut tend11=40 (broke)CleanR=46CleanFresh, hard, drills verywells, WC11=0 (broke)Clean toR=51 (broke)slPyritewxSt antFresh, hard, drills verywellR=95 (broke)Epidote?R=44Fresh, hard, drills verywelL .Tts. clean to sl vnt.11=44 (broke)CleanMinor fault, healed, at142.5 ft.R=39 (broke)R=48 (broke)SI wx'I--. ..-.-:. ."-:,-, :-;.----.....-*" -*-0.._.:...-..--- ---...( irs:::=:.".  ....veingrained, uniform.-HealedWeak gneissic texture,-faultbleached tan to green gray in-?Schist- some places. Quartz feldspar:05. muscovite and biotite visible.Bleach- Some small quartz and calcite:edpresent. Many thin altered-ru,....=--zfeldapathic veins throughout.:veininBleached--Quartzite, dark gray fine gr.;tudform. Weakly schistose andBleach- locally bleached. Fabric-locally well developed.-.Locally garnetiferousQuartzveinBleached 59.511iet"00F0Alli.Frooo. o0.- --:leach-iri,:,--Tiictloagtesa, bleachzd:iatthi,weir:51 am,11=44 (broke)rat-0,A.-'.....- .-.-:_....- '-'.:.-,_.'ez....2..developed fabric)Quartzite, as aboveQuartzvein Quartzite, as above.QuartzveinMinor-leaching Quartgilorrn. Genee, dark graryiaffne ..,Bleach- gr.,weak -loggneissoeity, locally well-Quartzdeveloped. Some localized7.Ye195Minortexture. Garentlferous-..,bleaching-alnotingHealedfault0Id131.2p010.10.01p0 101g110 161.4, 50.11p016-0, 00I" -145,:0N- Standard penetration resistance, blows/ftSec - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length cored, %S- Split spoon sampleZ Groundwater- Undisturbed samplesI Schmidt Hammer HardnessS - Shelby tubeN - DenisonF- Fixed pistonp - pitcher0- OsterbergG - GEI- Drilling breakk - Coefficient ofam- Weathered, weatheringpermeabilityNOTES1) Roller Bitted Rock 51.0-56.0 ft.S E A BR 0 OK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANY.0 utted engineersDate:Augusta, 1975Project 7286PAGE1of2LOG OF BORINGAIT-39(I) CEOTECHNICAL ENGISEEllti INC BORING LOCATIONOffshore 1417552. E93840INCLINATIONverticalBEARINGDATE START/FINISHJune 15, 1975/June 16, 1975CASING ID 3-6 CORE SIZE1-7/8in.TOTAL DEPTH199.3ftDRILLED BYWarren George Inc.; J. Johnston, P. Scheablei n. GROUND EL-42.4 ftDEPTH TO WATER/DATETidalft / LOGGED By Soli/Rock - F. X. BelliniEL.ftSAMPLERATEOFADV.min/ftWATERor RQDCONT ENTPRESSURE TESTSTRIKE, DIPF = FoliationJ = JointC = ContactS = SlickensidesSOIL AND ROCK DESCRIPTIONSM ,1(Weathering, defects, etc. i(Type, texture, mineralogy,0 z0color, hardness. etc. iXI'ciGraphicOMpsiComputed4k10cm/secDepthftTypeandNo.NorRec.1 11:111:1100-187.6-200-2E0-237..'::-145NQ-119810010092100991004444555656106965666544555559382o55207589800 J48, F40- F52 F9200 I;36oo0 JBo&deg; J60 J65 J602 J65 J63J18. i40 C53 J- .:HI,1.1:aI''-_R=36 (broke)1=34 (broke)Clean toFresh, hard, drills verywell. Minor, healed faultssl wxat 150.0, 151.5, 152. 0 andD154.5 ft.No slicksChipsR=53Fresh, hard, jts. generallyCore lostsl wx to clean, some local-iced zones of very brokenroc.=5SI wxkR3S1 wxR=49No slicksR=0 (broke)Fresh, hard, drills well,DChips,core lost ? its. clean to sl w,5L...-----..,-:-ing----.II .--=-1.-.::,..,-..-, ---,--.--' " '' 7' [Bleach--_--Quartzite, as above, but show.-log general minor bleaching,:-Bleachheavy where indicated.-ingWeak_:gn issositye.,-Sheared?-_Bleaching165.0-160180'NQ-12a NQ-13NQ-14-NQ-15NQ-1f-NQ-17,///6.872 40.45 ' '',"4. 4.. 4.+ ++4, ., 4_+ + +i. 1. ++4+ + + "J+ +1-Bleach- Diabase, very dark gray to:logblack, fine grained near con- --Bleach- tants, fine to med. grained-lognear center. Internal contacts :suggest composite origin.-Locally bleached to light brow% Internal or tan.-contact --_---Fused, in--ternal con--tact--SohistoseDin,.lensase, as above, with on---Schist- lenses. -... i. casional dark gray schistose_11.131. 661. 01//_Z+ + -.i.///-e, +-_t_, 4_199,3`7:-::-:.::-:-L::::-::7_:----:BOTTOM OF BORING_..;:..:_:----_-:..::--------:-.:.-_N- Standard penetration resistance, blows/ftRea - Length recovered/length cored, %RQD - Length of :wand core 4 in, and longer/length cored, %S- Split spoon sample.Z GroundwaterU- Undisturbed samplesffSchmidt Hammer Hardness8 - Shelby tubeN - DenisonF - Fixed pistonP - Pitcher0-- Oa terberg0 - 0mD- Drilling breakIs - Coefficient of not- Weathered, weatheringpermeabilityNOTESSEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYCI inited engines's . --Date:August 6, 1975Project 7286PAGE2of2ILOG OF BORINGAIT-39(I) GEOTECRNICAL ENGINEERS INC.
SEABROOK UPDATED FSARAPPENDIX 2DGEOLOGIC BEDROCK LOGS OF BORING IN THE SITE AREAThe information contained in this appendix was not revised, but has beenextracted from the original FSAR and is provided for historical information.
APPENDIX 2DLIST OF BORINGS DONE FOR SEABROOK STATION (Reference Section 2.5.1.2. and Figures 2.5.9)and 2.5.14)A number of boring programs have been done for various purposes at andnear the Seabrook Station site. The list in this appendix is meant to serveas an index for these borings.Some of the logs of these borings are included in this appendix.Other logs can be found in one of three locations:1.Miscellaneous Site Area Borings, Seabrook Station: PSNH SiteDocument Control Center, Seabrook, N.H.2.Seabrook Station Geotechnical Report - Circulating Water Tunnels,Vols. 1 and 2: Geotechnical Engineers, Inc., Winchester, Mass.,June, 19743. Seabrook Station Geotechnical Reports - Intake Tunnel Extension:Geotechnical Engineers, Inc., Winchester, Mass., September,1975An entry in this table for each boring notes the location of its log.
LIST OF BORINGS DONE FORSEABROOK STATIONBoring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksA-IOld CoolingHampton BeachBeach49'49'9 Nov '681Auger BoringSystem DesignState ParkA-2Old CoolingHampton BeachBeach48.5'48.5'9 Nov '681Auger BoringSystem DesignState ParkA-3Old CoolingHampton BeachBeach53'53'11 Nov '681Auger BoringSystem DesignState ParkA-4Old CoolingHampton BeachBeach56'56'11 Nov '681Auger BoringSystem DesignState ParkA-5Old CoolingHampton BeachBeach56'56'9 Nov '681Auger BoringSystem DesignState ParkA-6Old CoolingHampton BeachBeach56'56'14 Nov '68'1Auger BoringSystem DesignState ParkA-7Old CoolingHampton BeachBeach56'56'14 Nov '681Auger BoringSystem DesignState ParkA-8Old CoolingHampton BeachBeach56'56'15 Nov '681Auger BoringSystem DesignState ParkA-9Old CoolingHampton BeachBeach56'56'25 Nov '681Auger BoringSystem DesignState ParkA-10Old CoolingHampton BeachBeach56'56'15 Nov '68Auger BoringSystem DesignState ParkA-11Old CoolingHampton BeachBeach56'56'15 Nov '681Auger BoringSystem DesignState ParkA-12Old CoolingHampton BeachBeach5656'15 Nov '681Auger BoringSystem DesignState ParkA-14Old CoolingHampton BeachBeach56'56'15 Nov '681Auger BoringSystem DesignState ParkA-15Old CoolingHampton BeachBeach56'56'15 Nov '681Auger BoringSystem DesignState Park CONTINUED:Page 2Location/GroundSoil BoredTotal DepthDateBoring No.PurposeCoordinatesElevation(Ft)(Ft)CompletedReferenceRemarksA-16Old CoolingHampton BeachBeach56'56'11 Nov '681Auger BoringSystem DesignState ParkA-17Old CoolingHampton BeachBeach56'56'11 Nov '681Auger BoringSystem DesignState ParkA-18Old CoolingHampton BeachBeach56*56'11 Nov '681Auger BoringSystem DesignState ParkA-19Old CoolingHampton BeachBeach56'56'14 Nov '681Auger BoringSystem DesignState ParkA-20Old CoolingHampton BeachBeach56'56'14 Nov '681Auger BoringSystem DesignState ParkA-21Old CoolingHampton BeachBeach56'56'14 Nov 1681Auger BoringSystem DesignState ParkAIT -1Intake Tunnel20546N+11.417.0315.07 Sept'73280140EAIT -2Alternate20211N+ 5.18.5300.019 Oct'732Tunnel Align-ment81372EAIT -3Alternate19848N- 0.232.5292.023 Oct '732Tunnel Align-ment82720EAIT -4Alternate19556N+ 5.264.0290.014 Nov '732Tunnel Align-ment83798EAIT -5Alternate19327N- 2.295.0279.09 Nov '732Tunnel Align-ment84663EAIT -6Alternate19117N+ 2.8148.5291.029 Oct'732Tunnel Align-ment85438E CONTINUED:Page 3Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksAIT-7Alternate18908N- 2.4132.0270.004 Sept'732Tunnel Align-merit86222EAIT-8Alternate18663N-15.083.0268.014 Sept '732Tunnel Align-ment87143EAIT-11Alternate18221N+ 9.06.06.008 Nov '732Boring AbandonedTunnel Align-merit88746EAIT-12Alternate18144N+13.5138.5272.824 Oct '732Tunnel Align-ment89012EAIT-13Alternate17981N+10.3125.0275.003 Oct'732Tunnel Align-ment89610EAIT-15Alternate17730N- 8.671.5238.001 Oct'732Tunnel Align-merit90526EAIT-16Alternate17537N-14.162.5231.511 Oct '732Tunnel Align-ment91267EAIT-17Intake Tunnel17366N-24.142.5216.306 Oct'73291907EAIT-18Alternate17182N-26.245.0272.013 Sept.: '732Tunnel Align-merit92577EAIT-20Alternate17158N-36.349.581.014 Sept '732Tunnel Align-ment92663EAIT-22Alternate17195N-32.136.5204.522 Sept '732Tunnel Align-ment92527E CONTINUED: Page 4Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksAIT-24Alternate17105N-35.665.065.017 Oct '732Tunnel Align-ment91945EAIT-24AAlternate17084N-35.699.0198.822 Oct'732Tunnel Align-ment92927EAIT-25Alternate16996N-37.124.0199.325 Oct '732Tunnel Align-ment93261EAIT-26Intake Tunnel17146N+10.667.0347.815 Apr '742Boring Inclined 40*89283EAIT-27Alternate17223N- 7.780.0245.301 Mar '742Tunnel Align-ment90217EAIT-28Alternate17254N-12.880.5233.016 Feb '742Tunnel Align-ment90887EAIT-29Alternate17318N-18.220.0230.019 Feb '742Tunnel Align-ment91383EAIT30Alternate17394N-29.946.057/922 Feb '742Boring Inclined 38*Tunnel Align-ment92288EAIT-30AAlternate17394N-29.546.5221.326 Feb '742Tunnel Align-ment92288EAIT-31Alternate17054N+10.769.0346.029 Apr '742Tunnel Align-ment89238E CONTINUED:Page 5Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksAIT -32Alternate16918N-12.459.0240.015 Mar '742Tunnel Align-ment90562EAIT-33Alternate16840NTunnel Align-merit91054E-14.480.0162.005 Mar '742AIT-33AAlternate16839N-14.480.0241.012 Mar 1742Tunnel Align-ment91054EAIT-34Alternate16780N-19.659.0230.005 Mar '742Tunnel Align-ment91515EAIT-35Alternate16770N-33.530.045.528 Mar '742Tunnel Align-merit92578EAIT-36Alternate16912N-39.155.469.527 Mar '742Tunnel Align-merit93045EAIT-37Alternate16766N-34.317.530.526 Mar '742Tunnel Align-ment93042EAIT-38Intake Tunnel17491N-41.243.0212.024 June '753Extension93300EAIT-39Intake Tunnel17552NExtension93840E-42.151.0195.016 June '75FSAR Appendix 2DAIT-39AIntake Tunnel17566NExtension93938E-39.357.0220.029 July '753AIT-40Intake Tunnel17575NExtension94040E-40.578.0234.014 June '753AIT-41Intake Tunnel17597N-37.375.0202.019 June '753Extension94240E CONTINUED:Page 6Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceAIT-41AIntake Tunnel17500N-38.962.0219.019 July '753Extension94234EAIT-42Intake Tunnel17909N-40.852.0214.026 June '753Extension97006EAIT-43Intake Tunnel17762N-48.951.0218.016 July '753Extension95707EAIT-44Intake Tunnel17816N-51.349.0219.012 Aug '753Extension96156EAIT-45Intake Tunnel17901N-62.836.0191.009 July '753Extension96900EAIT-45AIntake Tunnel17893N-58.338.0186.023 July '753Extension96810EAIT-45BIntake Tunnel17880N-54.537.0193.024 July '753Extension96696EAIT-45CIntake Tunnel17865N-58.338.0194.008 Aug '753Extension96601EAAIT-19Alternate17179N-31.846.0210.025 Jan '742Tunnel Align-ment92412EAAIT-20Intake Tunnel17446N-38.744.0210.812 Feb '74292908EAAIT-23Intake Tunnel17405N-33.846.5210.023 Jan '74292707EAAIT-24Alternate16663N-27.623.053.501 Feb '742Tunnel Align-ment92221ERemarks CONTINUED:Page 7Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReference.AAIT-26Alternate16834N-38.850.0210.714 Feb '742Tunnel Align-ment92976EADT -1Discharge20436N+12.19.5300.007 Sept'732Tunnel80175EADT-2Discharge20166N+07.215.0300.005 Oct1732Tunnel and80848EIntake TunnelADT-3Intake Tunnel19853N+05.431.5300.027 Nov '73281686EADT-4Intake Tunnel19539N- 0.743.5271.009 Oct'73282461EADT-5Intake Tunnel19279N+ 4.254.0271.015 Oct '73283172EADT-5AIntake Tunnel19129N+ 5.290.5292.519 Dec'73283560EADT-6Alternate19052N- 0.8100.0342.030 Aug '732Tunnel Align-ment84242EADT-7Intake Tunnel19002N- 4.1108.0297.011 Oct'73283901EADT-7AIntake Tunnel18853N- 3.799.0287.014 Jan '74284280EADT-8Intake Tunnel18717N+ 1.1101.0256.024 Sept '73284599EADT-9Alternate18313N- 1.5110.0323.020 Aug '732Tunnel Align-ment86427EADT-10Intake Tunnel18410N- 0.3105.0280.028 Nov '73285422ERemarks CONTINUED:Page 8Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksADT-10AIntake Tunnel18269N+ 0.1121.5275.004 Feb '74285784EADT-11Intake Tunnel18128N- 0.593.0298.702 Oct'73286125EADT-11AIntake Tunnel17951N- 1.864.3270.016 Jan '74286601EADT-12Intake Tunnel17781N-10.3103.5240.318 Sept '73287059EADT-12AIntake Tunnel17662N-13.541.0260.026 Dec '73287344EADT-13Intake Tunnel17458N- 8.518.8228.029 Sept '73287897EADT-14Discharge17161N+13.225.5288.029 Nov '732Boring Inclined 17*Tunnel and88821EIntake TunnelADT-15Discharge16941N+ 7.747.0240.004 Nov '732Tunnel89285EADT-16Discharge16553N- 9.138.0243.614 Nov '73TSAR Appendix 2DTunnel90235EADT-16ADischarge Tunnel16571N- 4.033.5240.307 Jan '74FSAR Appendix 2Dand Faultinvestigation90280EADT-16BDischarge Tunnel16545N- S.336.3240.014 Jan '74FSAR Appendix 2D-and Faultinvestigation90185EADT-16CDischarge Tunnel16493N- 5.523.0238.517 Jan '74FSAR Appendix 213and Faultinvestigation90257EADT-16DDischarge Tunnel16660N- 7.838.0241,414 Nov '74TSAR Appendix 2Dand Faultinvestigation90219E CONTINUED:Page 9Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceADT-17Discharge16213N-14.8102.3260.806 Oct'732Tunnel91109EADT-17ADischarge16110N-17.788.0225.012 Dec '73Tunnel91380EADT-l8Discharge15967N-24.045.5225.010 Nov '732Tunnel91745EADT-19Discharge15718NTunnel92402E-23.56.5197.205 Nov '732ADT-20Discharge15462N-40.610.0175.107 Nov '732Tunnel93063EADT-21Discharge15208N-51.643.0190.304 Dec'732Tunnel93723EADT-22Discharge19904N-55.454.0179.928 Nov '132Tunnel94492EADT-23Discharge14879N-58.641.072.501 Dec'732Tunnel94561EADT-25Discharge14931N-54.559.092.030 Nov '732Tunnel94418EADT-27Discharge14637N-59.010.0170.012 Apr '742Tunnel94752EADT-28Discharge-14526N-65.412.0165.011 Apr '742Tunnel94809EADT-29Discharge14374N-47.00.0180.711 Apr '742Tunnel94915EADT-30Discharge14144N-63.823.0164.305 Apr '742Tunnel95021EADT-31Discharge13891N-53.60.591.221 Mar '742Tunnel95151EADT-31ADischarge13926N-57.30.0167.825 Mar '742Tunnel95150ERemarks CONTINUED:Page 10Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth- (Ft)DateCompletedReferenceRemarksADT-32Discharge14862N-58.827.0169.807 Dec'732Tunnel94622EADT-33Discharge20175N+ 9.416.6368.519 Mar '742Boring Inclined 330Tunnel and80459EIntake TunnelADT-34Discharge19977N+ 5.319.0368.020 Mar '742Boring Inclined 34*Tunnel81201EADT-35Discharge19608N- 3.040.540.526 Feb '742Tunnel81992EADT-35ADischarge19631N- 2.337.5300.007 Mar '74Tunnel81974EADT-36Discharge19364N- 3.14.0289.720 Mar '742Tunnel82706E,ADT-37Discharge18947N+ 5.384.0354.022 Apr '742Boring Inclined 33*Tunnel and83394EIntake TunnelADT-37ADischarge18969N+ 5.115 Mar '742Boring AbandonedTunnel83729EADT-37BDischarge18963N+ 4.8118.0350.012 Apr '742Boring Inclined 31*Tunnel83740EADT-38Discharge18962N- 1.078.0198.023 Apr '742Tunnel84445EADT-39Discharge18470N- 1.5102.0280.519 Feb'742Tunnel85030EADT-40Discharge17384N+12.452.0360.026 Apr '742Boring Inclined 370Tunnel and88389EIntake TunnelADT -41Discharge17974N- 1.360.0275.021 Feb'742Tunnel86307EADT -42Discharge17616N-13.5.40.0260.029 Jan '742Tunnel87273E CONTINUED:Page 11Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksADT-43Discharge18275N+ 0.3106.0276.008 Mar '742Tunnel85525EB-1W of Turbine20440N+19.222.599.315 Oct'681Bldg.II78830EB-2SW Trench, S of20180N+14.13.9155.029 Oct '681Containment I79650EB-3 .200' N of21020N+ 5.532.5100.006 Nov '681'Turbine Bldg. I79350EB-4'N of Site22100N+ 4.440.0140.027 Nov '68178900EB-5S of Cooling19900N+12.713.033.002 Dec '681Tower - Marsh79300EB-6S of Site in19800N+ 4.432.554.914 Dec '68Marsh (?)79600EB-7W side Waste20200N+12.214.034.518 Dec '681Process Bldg.79400EB-8N of EFP Bldg. I20520N+30.904.225.321 Dec'68179620EB-9E of Turbine20700N+20.904.028.031 Dec'681Bldg.I79670EB-10Approximately20980N+ 6.731.051.308 Jan '691100' NE of79760ETurbine Bldg. IB-11Approximately 250'21010N+ 5.435.859.618 Jan '691E of Turbine80120EBldg. IB-12N of Pumphouse20750N+12.81No Log79960EB-13N of EFP20380N+15.411.031.020 Mar '691Bldg.II79180E CONTINUED:Page 12Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceB-14SE Corner20500N+18.18.028.019 Mar '691Admin. Bldg.79330EB-15Heater Bay I20740N+18.011.031.013 Mar '69179480EB-16Fire Protection20780N+17.652.572.220 Feb '691Water Tanks78440EB-17N end of Site21400N+16.260.0160.012 Mar '69178900EB-18q, 325' W of20460N+20.722.542.514 Feb '691Turbine Bldg. II78330EB-19N end of Site21350N+15.947.067.026 Mar '69178900EB-20N end of Site21325N+ 6.434.0100.028 Mar '69178900EB-21N end of Site21800N+ 9.450.0150.031 Jan '69178900EB-22NW of Turbine20630N+11.42.568.508 Apr '691Bldg. II78900EB-23N end of Site21600N+10.276.0176.018 Feb '69178900EB-24N end of Site21200N+12.421.0121.024 Feb'69178920EB-25SW Trench S of20200N+18.50.020.024 Jan '691Containment I79770EB-26Just SW of SW20320N+24.13.023.023 Jan '691Pumphouse79920EB-27Shaft Transition20570N+15.66.026.020 Jan '691Area80070ERemarks CONTAINMENT:Boring No.Page 13PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceB-28Center Turbine20580N+19.04.023.811 Feb '691Bldg. II79070EB-29Approximately20830N+ 5.842.662.524 Jan '691250' E of80240ETurbine Bldg. IB-30W side Control20270N+18.57.027.010 Mar '691Bldg. II78970EB-'31Containment I20440N+29.93.023.013 Mar '691. NE quadrant79720EB-32NW of Turbine20680N+19.09.329.824 Feb '691Bldg. II78750EB-33Approximately20920N+10.018.037.829 Jan '69150' N of79470ERubine Bldg. IB-34Approximately21010N+06.349.669.805 Feb'691200' N of79210EAdmin. Bldg.B-35Approximately20650N+21.52.541.512 Mar '691Center Turbine79540EBldg.IB-36SE Corner of20540N+27.42.067.502 Apr 1691Turbine Bldg. I79575EB-37Containment I20420N+24.46.046.519 Mar '691NW quadrant79625EB-38NE of Containment20550N+32.62.3150.013 Mar '691I CW Trench79750EB-39E of Containment I20455N+31.91.570.528 Mar '69179780EB-40E of Turbine20680N+26.22.566.524 Mar '691Bldg. I79700ERemarks CONTINUED:Boring No. Page 14PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceB-41NE of Containment20580N+27.66.867.618 Mar '691I CW Trench79825EB-42N end of Site21300N+14.344.0164.020 Mar '69178900EB-43N end of Site21300N.+26.239.059.017 Mar '69178550EB-44N end of Site21450N78380E+23.277.0100.001 Mar '691B-45N end of Site21500N+21.194.5114.508 Apr '69178500EB-46N end of Site21630N+13.377.099.323 Apr '69178500EB-47N end of Site20840N+12.28.528.524 July '69179740EB-48NE quadrant20800N+13.25.526.025 July '691Turbine Bldg. I79600EC-1Old Cooling21060N+ 4.922.022.027 Jan '691System Design80350EC-2Old Cooling21050N+ 4.250.050.030 Jan '691System Design80850EC-3Old Cooling21830N+ 4.750.050.028 Jan '691System Design81000EC-4Old Cooling21020N+ 4.050.050.031 Jan '691System Design81350EC-5Old Cooling22570N+ 4.533.033.028 Jan '691System Design81620EC-6Old Cooling20990N+ 4.850.050.003 Feb'691System Design81850ERemarks CONTINUED:Page 15Location/GroundSoil BoredTotal DepthDateBoring No.PurposeCoordinatesElevation(Ft)(Ft)CompletedReferenceRemarksC-7Old Cooling22300N+ 4.950.050.014 Feb '69System Design82557EC-8Old Cooling20990N+ 4.850.050.004 Feb '69System Design82330EC-9Old Cooling21900N+ 4.550.050.013 Feb '67System Design83450EC-10Old Cooling20850N+ 4.350.050.005 Feb '69System Design82835EC-IlOld Cooling21200N+ 4.550.050.013 Feb'69System Design84150EC-12Old Cooling20675N+ 4.050.050.015 Feb '69System Design83230EC-13Old Cooling20500N+ 4.550.050.012 Feb '69System Design84870EC-14Old Cooling20450N+ 4.050.050.012 Feb '69System Design83275EC-15Old Cooling19800N+ 0.450.050.018 Feb'69System Design85580EC-16Old Cooling19930N+ 2.1No LogSystem Design85860EC-17Old Cooling19540N+ 2.650.050.020 Feb '69System Design86050EC-18Old Cooling19200N50.050.019 Mar '69System Design86450EC-19Old Cooling18890N50.050.019 Mar '69System Design86840EC-20Old Cooling18590N0.050.050.020 Mar '69System Design87230E CONTINUED:Page 16Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceC-21Old Cooling18250N50.050.017 Mar '691System Design87600EC-22Old Cooling18000N+16.250.050.013 Feb 1691System Design88040EC-23Old Cooling17500N+14.050.050.017 Feb '691System Design88500EC-24Old Cooling17600N+14.050.050.018 Feb '691System Design88950EC-25Old Cooling17410N+10.050.050.003 Apr '691System Design89400EC-26Old Cooling17750N0.050.050.020 Mar '691System Design87760EC-27Old Cooling20178N+ 4.050.050.008 Feb '691System Design84170EC-28Old Cooling20020N+ 3.950.050.006 Feb '691System Design84560EC-29Old Cooling19745N+ 4.050.050.007 Feb '691System Design85000EC-30Old Cooling19520N+ 2.950.050.017 Feb'691System Design85520EC-31Old Cooling19290N+ 2.350.050.021 Feb '691System Design85950EC-32Old Cooling20970N+ 5.130.543.006 Mar '691System Design80470EC-33Old Cooling20850N+ 3.630.530.524 Mar '691System Design80780EC-34Old Cooling20750N44.044.024 Mar '691System' Design81000ERemarks CONTINUED:Page 17Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceC-35Old Cooling20640N+ 4.338.038.011 Mar '691System Design81305EC-36Old Cooling20800N+ 4.510.015.009 Mar '691System Design80500EC-37Old Cooling20710N+ 4.32.007.010 Mar '691System Design80740EC-38-ad Cooling20540N+ 5.216.518.510 Mar '691System Design80930EC-39Old Cooling20530N+ 4.030.030.011 Mar '691System Design81200EC-40Old Cooling20480N+ 4.844.444.403 Apr '691System Design81700EC-41Old Cooling20350N+ 4.735.035.003 Apr '691System Design81650EC-42Old Cooling20290N+ 4.630.030.004 Apr '691System Design81160EC-43Old Cooling20110N+ 4.530.030.004 Apr '691System Design82620EC-44Old Cooling20050N+ 3.832.032.028 Mar '691System Design83000EC-45Old Cooling19920N+ 2.734.034.028 Mar '691System Design83095EC-46Old Cooling19830N+ 4.033.333.331 Mar '691System Design83320EC-47Old Cooling19740N+ 4.043.043.031 Mar '691System Design83550EC-48Old Cooling19650N+ 4.150.050.001 Apr '691System Design83800ERemarks CONTINUED:Page 18Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReference C-49Old Cooling19550N+ 4.050.050.002 Apr '691System Design84020EC-50Old Cooling20290N+ 3.931.031.002 Apr '691System Design82885EC-51Old Cooling20050N+ 3.715.020.0Apr '691System Design83150EC-52Old Cooling19960N+ 4.021.021.026 Mar '691System Design83380EC-53Old Cooling19860N+ 4.036.636.626 Mar '691System Design83600EC-54Old Cooling19780N+ 4.050.050.001 Apr '691System Design83820EC-55Old Cooling19780N+ 3.840.040.027 Mar '691System Design83050EC-56Old Cooling19690N+ 4.138.038.027 Mar'691System Design83260EC-57Old Cooling19350N+ 0.550.050.027 Mar'691System Design84485EC-58Old Cooling19180N+ 0.150.050.027 Mar'691System Design84950EC-59Old Cooling19000N+ 0.550.050.026 Mar '69_1System Design85420EC-60Old Cooling18820N+ 3.850.050.025 Mar'691System Design85860EC-61Old Cooling18510N50.050.025 Mar '691System Design86290EC-62Old Cooling18350N0.050.050.024 Mar '691System Design86800ERemarks CONTINUED:Page 19Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceC-63Old Cooling18200N0.050.050.024 Mar '691System Design87280EC-64Old Cooling17900N+17.850.050.031 Mar '691System Design88270EC-65Old Cooling17700N+13.750.050.001 Apr '69System Design88730EC-66Old Cooling17500N+13.338.038.801 Apr '691System Design89180EC-67Old Cooling19845N+ 4.531.031.011 Apr '691System Design82000EC-68Old Cooling19650N+ 3.939.632.611 Apr '691System Design82440EC-69Old Cooling19345N+ 4.139.939.909 Apr '691System Design83130EC-70Old Cooling19125N+ 4.050.050.009 Apr '691System Design83595EC-71Old Cooling19780N+ 4.740.540.522 July '691System Design81370EC-72Old Cooling19550N+ 3.652.052.018 July '691System Design81890EC-73Old Cooling19480N+ 4.852.052.021 July '691System Design82310EC-74Old Cooling19140N- 4.442.842.816 July '691System Design82640EC-75Old Cooling18620N- 3.052.052.015 July '691System Design82810EC-76Old Cooling18460N- 1.052.052.015 July '691System Design83240ERemarks CONTINUED:Page 20Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceC-77Old Cooling18690N- 1.052.552.514 July '691System Design83650EC-78Old Cooling18910N- 1.052.052.011 July '691System Design84050E01-1SW Trench, between79373E+ 9.816.5124.004 Dec '72FSAR Appendices.Units I & II20093N2D and 2JD1-3SW of Containment79310E+14.011.065.5004 Dec'72IT20218N01-4(E of) Fuel79278E+11.415.5170.0027 Nov '72ItStorage Bldg. II20122N01-5SW Trench N of79250E+16.615.365.424 Nov '72Cooling Tower20027ND1-6S of Primary79156E+19.211.533.027 Nov '72Auxiliary Bldg.2005411II01-7Fuel Storage Bldg.79110E+14.314.5118.711 Nov'72IfII, center20192ND1-8Center of Contain-79213E+15.99.029.505 Dec'72ment II20245N01-9Primary Auxiliary79060E+20.81.524.528 Nov '72Bldg. II20083ND1-10Primary Auxiliary79088E+19.28.0112.0006 Dec'72Bldg. II20189ND1-11WSFPC II, N end79116E+13.811.565.007 Dec'72IID1-12Tank Farm II20276N78963E+23.956.29.529 Nov'72It20111ND2-1DG Bldg. II78896E+21.26.031006 Dec'72II20234ND2-3N of DG Bldg 1178829E+19.425.260.026 Nov'72IIfI20360 NRemarks CONTINUED:Page 21Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceD2-4Just W of Unit II78800E+16.719.0171.024 Nov'72FSAR Appendices20264N2D and 2JD2-5Just W of Unit II78775E+16.56.565.001 Dec'7211111120167ND2-7Just W of Unit II78730E+16.724.5125.028 Dec'7220283NE1-1Containment I,79677E+28.90.0150.126 Dec'72Center20398NEl-2Control Bldg. I,79500E+21.46.527.212 Dec'72Center20450 NEl-3W side DG Bldg. I79350E+15.216.542.013 Dec'722040aNEl-4Fuel Storage Bldg.79698E+20.21.5105.019 Dec'72I, Center20297NEl-5Center of Primary79551 E+16.06.5108.019 Dec'7211Auxiliary Bldg.20296 NEl-6N end of Waste79400 E+14.31.524.019 Dec'7211Process Bldg.2030(01E2-1Containment II,79201 E+15.96.5159.213 Dec'7211Center20247 NE2-2NE of Containment79272 E+13.711.532.514 Dec'7211II20355 NE2-3W side of Turbine19002 E+1935.052.004 Dec'731Bldg. II20409:NE2-4E side of Turbine791701E+185.026.005 Dec'731Bldg. II20508 NE2-5NE quad Contain-79212 E+188.097.829 Apr '741ment II20277 NE2-6SW corner of PAB I79551 E+1216.942.506 May '74120203 NE2-7N end of PAB I79552E20374 N+1713.5115.213 may '741Remarks CONTINUED:Page 22Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksE2-8SE corner of79370E+107.070.008 May '741Cooling Tower19997NE2-9S of Unit I79568E+915.070.001 May '74120115NE2-10S of Unit I79580E.+87.070.003 May '74120060N .E2-11Containment I20435E+25.017.7168.027 June '74 FSAR Appendix 2FBoring Inq,inedPerimeter79611NAbout 40E2-12Containment I20334.E+21.51.0165.518 June '74Boring InclinedPerimeter79642NAbout 40E2-13Containment I20365E+30.50.0169.003 July '74Boring Inclined,Perimeter79745NAbout 40E2-14Containment I20467E+29.93.0166.019 June '74Boring InclinedPerimeter79713NAbout 40E2-15Containment II20321E+13.911.5165.005 June'74TIBoring InclinedPerimeter79179NAbout 40E2-16Containment II20227N+16.89.5165.229 May '74FSAR Appendix 2FBoring InclinedPerimeter79130EAbout 40*E2-17Containment II20117N+13.319.0165.005 June '74FSAR Appendix 2FBoring InclinedPerimeter79224EAbout 40*E2-18Containment II20270N+14.914.0168.028 May '74FSAR Appendix 2FBoring InclinedPerimeter79272EAbout 40*E2-27N side of79158E+192.579.815 May '741Cooling Tower19990NE2-28S side of79180E+181.0101.816 May '741Cooling Tower19930N (ThCONTINUED:Page 23Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferencedF-1'Alternate17600N- 3.09.59.017 Apr '732Tunnel Align-ment86700EF-1AAlternate17600N- 3.015.0143.825 Apr'732Tunnel Align-ment86694EF-2Alternate19189N- 1.413.8264.415 May '732Tunnel Align-ment86875EF-3Alternate19374N+ 9.487.5298.807 June. '732Tunnel Align-ment88446EF-4Alternate18311N+16.8135.3329.602 July '73FSAR Appendix 2DTunnel Align-ment88393EF-5Alternate18332N+15.7121.3319.531 July '732Tunnel Align-ment88430EF-6Alternate18450N- 1.5124.2339.009 Aug '732Tunnel Align-ment87945E0-1Fuel Oil Storage29690N+17.316.516.530 Sept'74FSAR Appendix 21Tank78370EG-2Settling Basin21380N+15.914.514.501 Oct '74FSAR Appendix 21Inlet78900ERemarks CONINTUED:Boring No. Page 24PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReference RemarksG-3Settling Basin21717N+ 9.434.834.801 Oct174FSAR Appendix 21Outlet78949E0-4Settling Basin21571N+ 9.622.522.503 Oct'7478992E0-5Site Retaining20969N+ 7.89.709.703 Oct '74Wall79525EG-6Site Retaining20949N+ 8.219.519.503 Oct 174Wall79349EG-7Site Retaining20932N+ 8.623.223.203 Oct'74v,Wall79175EG-8Site Retaining2106N+ 7.319.019.007 Oct'74Ilv,Wall79107E0-9Concrete Seawall20123N+ 9.510.525.509 Oct'7479720E0-10Concrete Seawall20083N+ 7.96.522.008 Oct'7478587EG-11'Concrete Seawall20042N+ 6.815.931.010 Oct '7479455EG-12Revetment Seawall19898N+ 7.211.011.010 Oct '74Fr78500E01Falling Head21882N+16.4TSAR Appendix 21No LogPermeability78291EG2Falling Head21412N+25.474.084.027 Jan '69VIVIIIPermeability77959EG3Falling Head20436N+35.411.021.019 Feb '69IIIIIIPermeability77489E04Falling Head19989N+30.15.015.020 Feb '69IIPermeability77116E05Falling Head19200N+40.465.078.004 Mar '69IIPermeability76420E CONTINUED:Page 25Location/GroundSoil BoredTotal DepthDateBoring No.PurposeCoordinatesElevation(Ft)(Ft)CompletedReferenceRemarks0C1AContainment I20413N+28.00.246.603 July '73FSAR Appendix 211Overcore Hole79671EP1Old CoolingOffshore- 2.042.042.028 May '691System DesignP2Old CoolingOffshore- 9.037.536.511 June '691System DesignP3Old CoolingOffshore-12.074.574.514 June '691System DesignP4Old CoolingOffshore-15.014.114.104 June '691System DesignP5Old CoolingOffshore-23.024.824.810 June '691System DesignP6Old CoolingOffshore-31.548.048.010 June '691System DesignP7Old CoolingOffshore-38.525.025.015 June '691System DesignP8Old CoolingOffshore-44.046.046.010 June '691System DesignP9Old CoolingOffshore-40.017.017.011 June '691System DesignP10Old CoolingOffshore-40.021.021.015 June '691System DesignPllOld CoolingOffshore-19.018.518.514 June '691System DesignPF -1Portsmouth FaultInvestigationGreenland,NH+79.10.5267.021 Mar '74FSAR Appendix 2CBoring Inclined 48*PF-2Portsmouth FaultInvestigationGreenland,NH+62.065.0271.024 July '74FSAR Appendix 2CBoring Inclined 400 CONTINUED:Page 26Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksPF -3Portsmouth FaultInvestigationGreenland,Nil+61.840.050.030 July '74FSAR Appendix 2CPF -3APortsmouth FaultInvestigationGreenland,NH+61.880.0204.308 Aug '74SRF -1Scotland Rd FaultNewbury,+18.113.079.006 Dec'73ITflInvestigationMASRF -2Scotland Rd FaultInvestigationNewbury,MA+17.650.577.510 Dec'73SRF -3Scotland Rd FaultInvestigationNewbury,MA+17.942.095.019 Dec '73SRF -4Scotland Rd FaultInvestigationNewbury,MA+17.660.096.003 Jan '74SRF -5Scotland Rd FaultInvestigationNewbury,MA+17.634.0197.708 Jan '74"Boring Inclined 45*SRF -6Scotland Rd FaultInvestigationNewbury,MA+17.853.058.008 Jan '74SRF -7Scotland Rd FaultInvestigationNewbury,MA+17.565.5255.018 Jan '74"Boring inclined 450SRF -8Scotland Rd FaultInvestigationNewbury,MA+17.649.0172.019 Feb '74SRF -9Scotland Rd FaultNewbury,+17.857.0118.303 Jan '747111InvestigationMA INCLINATIONELEVATIONDEPTHLogged BY: J. R. Rand 7/10/72DESCRIPTIVE NOTESCONDITION OF COREDIP GRAPHIC LOGDDHPAGE 1, of aSEABROOKSTATION10*SalL.DER- ?nu ran ;RA iTc22.S +0 of RockRock is .res!,-,'minor rusly\fr-c31YOr joiniSrOalo FresbRockAlljointSLOW cu-le-bitko FresV)Rods41G1-1 ANGL-E (6s0)Jo %NTS kr 1'40 2!INTs RN/ALSRock Freshos AweRod-- is rare.- Breaks inOD 1.5,pieceSbok+36,nis are sfamed*:-Diabase -k)ark-cycy, tine-graine.8 wIth dark greznpl-r-nocrysfsRock be.O.ornes a. \iAlle_Coofser ara:Ine.8 - ciark-ereykl) 604AS-PROJECTHOLE LOCATIONBEARING DDH B IPAGE 2_ of 2_SEABROOKSTATIONPROJECTHOLEHOLE LOCATIONBEARINGELEVATIONINCLINATIONDEPTH `5c012-'60'Logged BY: J. R. Rand 7/10/-12...CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESec Sreaks_- pieces *_Roycic"-- BreaksISL)4Yp.Bfpieces 7-mR061yRustyRock 15 Fresh.*Good drilling.locoily .15inor rud.ned or. jointsRock is Pc6r1yPfesi 4-o fres11. 2local rod- or)tits7.Da.ba.se -bark-grey,-6344, smolt dark .3rer-r)Fhenodyst SpecklirsD ;abase - 'bcork3rey,roile..el L0'11-11 small dark-sreen phenocrys+- 5FecklirsRosyE3oitoty,ible BreaRS ""ackliP5C-V-45 _0 CI-11P5pieee5rm.DDH 13-7PAGE of \ELEVATION. DEPTH 3$31Logged BY: J. R. Rand 7tt2. 72PROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES13/ Top of PockRock  rrocteLyweakbere,d, KAI,/ _koned Mineralsdiscoloy ed, Rock **iS Fairly Res-,showing rusty64zinin3 only onpari-insS.Rock is fces tSf'*only minor rusi-,/ , -sk-o:ininoorbScrne:joinIC D ri i-e
* coo.rse. ext6necl1 11reyPoryphyri-ticchist. veryzrciolcA -Grey  vio..Vyoi-.5i-eep cVp A-o foWrion.(80) -Locckllyclockri-z_. rock.20--./-SahiSh - SUID-ve*ica. foit'caion'54.3/ aoticrn of Holex.
DDHPAGE ( of 1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING  ELEVATION        INCLINATION DEPTH g5'.`ti        Logged BY: J. R. Rand 7/11/72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES4,2/ -To F RockBreaks-CIN;psko .8/pieceScHIPScHiPsCHIPS TO z:- .6 'FiecesMPS'Rock Is -Fres11xwith only minorrUsly eittinin3,mineral= s s Aakbcdoy:ai-ion onSome \joihtss s-y_": x x yCI t' h+moclqrate::.)ciNcot,eick_Lser,ev;i2,,n ant,x`Ipiorife,ft.ne-ratheci,Dar\-\-Tey, 'massive, (A);ii-\ihterrniK - coarse-grojnesA31-4 arey porphyri+ic cGortie.coARsEA+ base ftie, &01-1*{-e iSCotored +o dull broon,coARse(mod, iA3eat4ierinG)25.4' Boi-iom ofCoARSEy_eta, o-F RockII ToDDHPAGE 1 otELEVATIONDEPTH -51.biLogged BY: J. R. Rand 7/11/72OGDESCRIPTIVE NOTESZiorife, in-I-err-nixed darkFine 3rained rockQXcoofser.co,inecliporphyrii-i.c 11814 grey rock.Fredornnoniiy aF(ne-graneclrock 4ype.meptum DARK GREY FINE-GRAIN DIORITE3Y 5cittom of 1101..EINCLINATIONDIPGRAPHIC LPock is res1--),Only minor cua)y --=66:ming call/on joints .To\r,i5G 306o.)-)c :-COfRt)Ck 1G resh=nor Rost^COARSECOARSE PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGDEPTH A8.6INCLINATIONCONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES-s:@chips=1.2125.1-c1411).5DDH B-14PAGE ILogged By: J. R. Rand 7/102.8/ To(Roak i5xxPrezh, 04-) only : xx'Icxtaedwr:oh venlel-s,anT X X X_mihor rosy sn XCoARSE-on joWs-Xxx cofiRSE.x IcfROd< IS FM4) Xxxxx coARSE-xxxof' RockDark-sre.y,.Pine-8rci:tned iype predomirai-esDiori , ; xeA 'dark grey,Fine-rcu'ned1bl-A grey, -Coarze-grairle.3 'porpl-yrifiCCOARSE.-.6'_pieces28' Boflorn of RoiLF:3:4_11 Top of Rock 4./(?) D;orife b, icier? )-ica>a.s.2. Dke.O. or Dialaase6ouiclei--(4)-fesslur "tre TOP or Pc:8e4rockl porphyrii-icorfeu:ukir. local zones of rne.,di'uniZfey,rte 3rairi!.ci c\iorife,800 c-Cn. 5;liRed zone.DDH 5-is-PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING    ELEVATION DEPTH 31.o' Logged By: J. R. Rand 7/10/72_        INCLINATION                  CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES* NIPS ONLY--g.(may be-boulder zoner-_--g10--Chips to-_ .51-o 1,5' - 3"piece5_77?4_RoslyBreak5II inl-erilaIS-ft u.skPt Q5O-1-May be. bou.14e,r -zone., ro& ismoderatety. ,weci-herd off+) -7:-dark brown CORock is fresh,\)c) joinishot- 61 ickenstRock .ts ReslitAkhor russi-shoor)31' botton, oFqole.
DDH EPAGE 1 of 2_PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATION    BEARINGINCLINATIONDEPTHLogged By: J. R. RandCONDIT ION OF COREDIP GRAPHIC L OGDESCRIPTIVE NOTES50*^902._Corebeaks 4\chips -ko.3 'fiecesYo-4) u3hotit-let-2-?ocksli2htly fo1Mccieratelyt,Jead-f)execi,Local deLorn-Postfl'on,some:rsty sto4nrsParkIn3sOn 0- *35-- it_7 ,A-_ *--Xs: ,
* GO' Top ofRocktilekaw_ditneri-Ge_hizi-,90044z-6-1C -ti2h-L,Trey -RAe staine.ct_tool.<
* efientyX *0**:s45--  --------^a-DDH 3-17PAGE 2 of 2_PROJECTSEABROOKSTATIONHOLE LOCATION  ELEVATION            BEARING INCLINATION DEPTH 1(7)00'                              Logged By.: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES-Rock. is rotctQraiel/wea.-kfnered,somwhatbleached,_iron staihino, on,Joinfs, +an tleac.63:In micas.Poor corin3. Xsow.**,...*Mel-a_seSmenf- Fine-3faineAFeki4a1Plic cht-,teht ssrey cioartz. ific. cr.15_*y.,S e-eaw.-"`** .....*$*$**. tK...* eK Tom v.....u:I 0 *- SreaksellipS.1- +0 i/_ece- ptSt20**11Z4B reakChips:+0 .81piecesCh43s 4-0.6' eiere_SILOModeraidyrock sorre what\31'efached, Voca9y -a(ong1' tallest Sorne 1 -i3v\ roslyMoi- a. slron3 Toce.\nherev\ti y-45&deg;:vloclaccaeldLnity wearoCkRock ecome 5D-"rairtY freShCAPS ffock i s Vairly fresh,55f--miror rust- on partir\gs -JRne-svainecl , I 12hf- greyfelcis p (Ai\ i so)-Ns+FojtrIy avezly -61 io,Ced rocic -fel&IC SC-V-ltlloyefed l.01W190arf t'fe. beasO.\-throush-outfetdspathic schisi,greY, fVrie, grained ,160' Bottorn of Rote DDH(9PAGE of 1PROJECTSEABROOKSTATION HOLE LOCATIONBEARING  ELEVATION          INCLINATION DEPTH          Logged By: J. R. Rand7/16/72o'CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESzoL30' -47 To of Rod<, 'Kock30etOke,tnC,hi 1)540 .31:17- pieces-OCcA-SioN4LLYVVGGYeCr----Roc( ssw8iify:LHiwaskred, dis-Ke0tOrei Arotd1-Oui" rn;nor*sto;ttir5 on 2""_3c,(1{5 tanparritizsMeaseAimenl-ary RockFeick paGc(ritic) schtocnVaavy) Variable,Lihkrey ,;'nesvaiylecl *A306: brecti.ts bofOk_cenA atxoss Qom ,tog/hova.67' eatiorn of' Rote DDH E- 2.0PAGE 1 of jPROJECTSEABROOKSTATIONHOLE LOCATION ELEVATIONBEARING INCLINATIONLogged Sy: J. R. Rand 7/11/72CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES---,rOCIC i% r''OlideiCLI)/ : V.,....1. S' V 4-o......_z-everely omit-erect : x ..:- . ......iVIrouahout, bleached : , ,...s..:div... *tg' *K , ,IV U3hi- 1-041hiSh:II.......1.0.,*X Tey. 04+,.) crumoy _ 4 A i,........ .....-._x........ ,qo odpee le,__- . ---.To p_ol.Loc._k___cereciottlnor\ily meAcksedirAentocrzHc;-o feick_spa.-41 .nror1e (bleached cice, A-e)oe,a_A-intin.2), \wally 'tnierloyereclbleacilea deoomposeclvJel8eciccarse-groo:ne,d)cci.uw in_903,r1z.ruSty dckihi n3TRAMS CribRAL (114TRUtIv) CONTAC1-5o:%ch+le4r-ergi-Pncoo 'Rock is moclEtT4e1yweafrNerea, breakscxr8 cxctSS Cot 'al (.011 *No Tod-, 6ot("" poodt)lcdr))(:)t nts,trde,coaroe--3r0:tne4t ivc'r-OrIc-Rectollecl 10 \ ;Bht i-annisk grey)&deg;can y laye,rediGraciatioro_l in1-0 .Ve,185pckilic,EU-k 5c3.;f1.)t- greyFine b rneclt.om Cine,51"0.11TaCHIFSctilPSopea csy weoi?-\crSo eosiiina ofWx-ssp, Verynor _ru :)-1-r).11-1r)X X.XX XX XXXN.A4,...No. %/x**1.*."**s. XW *As.WV,**ws *",_NleVasediment- -Felkc ..Irlist, _&fly Vine-gyapeci)evenly Fo 1 cod-eck . .11.3\ It c. medium Brey 'micaslocally discolored to -tat \ broconToo' &Atom of Ode DDH S-2PAGE of 2._PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING  ELEVATION        INCLINATION DEPTH I50.0i        --7/11/77.Logged BY: J. R. Rand 7/11/72CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTEStiC.Iitcler-'aI 0=-126*32',-ofea.k5-@ arqpt* 40 .5'piecesC:)c=::)s.. ....NOR.. .0.17*130=--Chfos7 - -to I/-piec..esX...owX V^\X,1*....ea'*.Note Srnooth or po(iSheA "":rio,ce,S Seer) or0 ccaSio nal joi(4- Oskrr-52.Cho,rac-lier;sUc ofohole rock.CHIPSCHIPS:2. ctop5=_WOCk 15 6dYCHIPSfreA if\ To03no0+ *rIll nor poodery."1" cH1P5siains 0+.Far i-i n355CT'-:minor sWeAcensictesjoi4sZonenW clior;Fe, 9Yante, orc,dark-arey n-assiVe 9UartZik.bC050' Base of Bakers - Top of Rockchit- Fpoc,cat( y ciocurf-zii-ies-1.:1?--srey/ Cine-3voniecle\fenlY Folioleci rock-dspAlicFine. - Bx\ed tzreyevenly foLck.tect.-ckJoirizi_mhor solutioh---sucxeasibEsCFeck'Sf:?ocicst310i-tyweAereci-some .44rosky 5-taini n5 On 7_tjoin ora-pcyrh r)8S.0**en,to, *JG:Q0C0+2.i ;1' C 1 -1 CObreaksCh;E. spie,ce-sThroujiloufops_-_Break:@Chips7{7).6'p,eces_tifeaksplece,s7chips to.2qer.es110a1DDH B-21PAGE 2 of 2PROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATIONDEPTH KD.0)Logged By: J. R. Rand 7/12/72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESso' -BreoLks:&Ch6p$An.2'ri,ecesgoLlthrocnhoottel:,pfk-fkoreldspaiAic.6016,1,3*fresh bui- poor,iothi-s and viarf-crsParis on bo-kf)Rock is ickirly s50:-Local minorcO----CH 4)5rUbl 6:kihirr3HiP5croSCHI PSIP5505:7);:lictai4sirs cxna parfirqse-CHIPSCHIPSsubjtel%,SC CiskAy1611 ktrou.c\hout,Statn n3 On j'oints =c-J 50*CHIPSSome ,:ico;nis z\lotzSlicivi-\5i es coveredwith xder c_oakin3,RoCH IPS rntnor 5[-ainin3 oh 50E--joints, breAks on-bo191,30kts cki-8?ockNosAyCHIPS 1?).03/0 0 Ot,15Schi%+1Wc15patkic,tight 3vi in ccxnecl.Lzci6 Wdspar 1-1n3ers-Roc-1-C is evenfy Pokatedava.142-ific./Fe Id spofti cFelk,F,Kc cchi3-1-di'thf-r42-clium'areY,(nd gra;neid,Evenly Folic,feci rockCHIPSCHIPSSel)ist feldspoAk.cas belowSek)iSft-Yel-Tnk,rnZy9003-kz;ii.c. (ocay,Fine-sYcx,ine3, 11'.3ht 'Bre)/.Even 11 Folt'clie815e.' Bottom of HoleWatt t sorrie rrfi nor FofisVit'n3c,\-\tits
* flcCckafacier-sEicay Caulf- stl'ckensces CONDITION OF COREDDHPAGE of 2,SEABROOKSTATIONPROJECTHOLE LOCATIONBEARINGELEVATIONINCLINATIONDEPTH 11f.01Logged BY: J. R. Rand 7/12/72.DIP GRAPHIC LOGDESCRIPTIVE NOTES50.2/Boo (rzone Imixed cloril-e,cola grey oVC.citurizifeboulders. Not nloc}, weafrlerir376' 0F oF RockerecLkseafL@Wps_- ofeces -_1306( i5 sir y0 *..Vt., .r*PCS6-1141 'eldspaig'ic.ord,c"-)-ioe -Tam&, evenlyFoliatedtoCERATrr,EWEAIK R (NG WeOcnothreerrisco)ooJion, oc.r);.1-rvsty aJntbS*arid sot o'effeds on 30645 *Ng'sCHIPSHIPSVOGS\ *...*leand partin3S-ZHIPScHIPSCAltPstoI , -pieces* Chi pS.71p..ces,^.^^WOC1CS 1irly57*:---Fresh_. __-zrAiniy-)A fkindFELDSIITHIc111i1101- FOC-0.A %,"FcLDSFATHiCxfek5pDrCli3Color--*^-.*-      ,no          lb VSchist, 1-i4sancl-ii. L1:shf -3rey,Cl'ne-ankinecl, evenly-5-. _I 20---^
DDH 1-73PAGE 2. otSEABROOKSTATIONPROJECTHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH 11(04)1Logged By: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES100^-Atf'S.S'pieces%c,k is aah-Hy?A:LLI:PA.1411411tCWeoffiered*-*Schfauv.tai , i81,11--sty )every foVaieci^No MOVEMENT ON DIABASE CONTACTS)-yrXft.".**CHIFSC,I4 (PSct-HPSHIPS,VuG6YC.H I PsSiain .or\joras 5552Occazioy103ereek5IFTRU5IVE CoNITAcT,140 IMSPIACE 1ST V (De NGEFoci< rairty -Freshslicabityweathered .Diabo-SenesrainectiSOLphenoclysi-speckBLEACHED ROStythirZOWle.join s*S-- Cfecti-tsma,- pieeesRoCK ISgisAcwo(cHILIED zcwg ?) "TO TANCONTACT DIPS ES NeerIAL. o ScH(5Toc I Ty.Wo zkevt.Acerism eViDENCE ON CONTACTCH ipsCH IPSCHIPSCHIPSllytwxclRereci*.Pnetasedimenf _9bck is lairlyiresh o sWHyu.\P-afered,-orne :poodery statNns_:::Pe. 6HA16Ev HMIsV--*1 **wVAg) ntS 0-hdn3S. Sor-e.-Breakslo, ch;f,s-40eabizt- Gtoczyk-A-te.,SotneLoCe104.0,1-Eic,, .Pthe-erainedi rnecl;um fi34-Wey. EVenly foliated-ros4- shins toc_cLity_L- -7,-. *Rock is k\-eshDio,_6oze- V61e3yc6ned, dark-grey to back.Spck(e.ci pherocrys}5.--pteteS176' ex,11-orn of' 1-iolt^
DDH2.4tPAGE of 2_PROJECTSEABROOKSTATION HOLE LOCATION    ELEVATIONBEARING INCLINATION  DEPTH VAI -771)/-12.Logged BY: J. R. Rand 7/12/72.        CONDITION OF COREODIP GRAPHIC LOGDESCRIPTIVE NOTESI -10*-44v--&Mk-ICSChipstopiee^4rlyIGHLN,a ATHERCD(Ifs cck _au srCHIP5Rock is rAo8erccl-ovweaf)ereci 'I/1'4We 111-.1out) \ ocally svere -soFT,Ru5TY,-herl o:comeact=arote. .,:soir4sT1/-1-04(ini-ervalseotoLLBreaAcs -:ChipSt3 1.2'S50_ ()feu-a- _CM PSRUSTYRock realeofely:oeo,thsrecihh-out Somebleoth)eck, tcltscolDreck tosEvERE wle-IATHEROG,2..ROSTPu5rY n-oi 91- Local' ic yWatherech-rusfy-oneSE3I-EACH Et)SrealcSCANi?Sfo 2pieoe5cHIPs,SorfHIPSSorr, &deg;wry,ock lit(kraiely:wea-her24 -1Nousl)-72out, Feldsparvet\lels discoloreerfo +an. Some =effs,::vk.)8s2/ Top of Rock iorife , infer rni xeci Rne-3rtkii Clark- rey roass;ve.0,nct coo rse-smined I 12shtfRetoritNAgrLy-FINGRA wet,oy. le rorphyr4ic,rnecilurnrnecit'uty, dark -3(ty,nart-ow geir\in3@ G-k) tt inkervals. Veins55- C30. Akk ve6ls &scolorecitzinb,jwec4er;Roc.kfojt-ly COM pad/ LA3e.a.4)ennir3 noi-in3bi tioo. cloveWELGED BICT STRucToRE WITHSURFACE WEATtiMED E.FTECTsFINEar'Y8.0 DDH21-PAGE a of '2PROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATIONDEPTH ig101Logged By: J. R. Rand 7/11/72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESRock 'Is *9,411-(y40 mode rati norno\ FeAdsarveinlets'are. discoloresL-kan. Rock not-hckably weak.A X)(soBreo,ks1:?bdci 5(C31.NiAyA-0 mocler44usTY,Wea-kh erect  t1 or -_r- WEATUErRIk,,pi ecespt n3) veln(el scieY-=discotayed 40 jo,n,1.-coN1 rusk)/ zoneswoLl OFS:=10 t.S/pieceSk4tPs-110---Cy' ipmot= roNGck 5[81/4/tlY :tO .5'RUST i-o modekelyv,ieces_.-RuST Out, felciSparS t33di5Cdoreds.,iqtete.,--120_:_-_*q.: Lp0a51 tosly zone5 on .3ol 0-5Interrni><eci Pme.sra,necibark-9reyl;orile os-Agrey cmrse-smineciFine-erc6ned rock 1-ypeerec6nlinoje s Rock discia\oreci\ke. weoherm3-Tnier mixed Cine -an8 Coat" e -s2Y-ci.tned D iork. High 0..nolevr-ininG"ibli;ntervak , Rock -(s. discoloredweoritxr.ice* INC(LIGHT To tin oe-R ATE LoFATHE-RiN6 --cOmPAcT).I2V Bottom-koteOr\ .3645- Breaks DDH B-2 c,PAGE ( ofPROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATIONDEPTH g3.01Logged BY: J. R. Rand 7/11/72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESBreaks@Chip6 2.5107: pieCeS- 3' "Cop of Rod. x'sFINEsoln;ect- kin 1ocol-.-xFINE0Fine-arained,c\ark-grey) intermixed u.;144-,Coors0-n4k rock(or i fe ?)*FiJEn.)5sl-anin3on.ol-1(3te :jointse 5' iofervais' CHIPS,N5TY*mtcH I PS,RUSD,--LI CHIPS, Ra.STY*----vt1-11PS,ROsTY.7\NNE.:)c )1/4 )1/4FINEX 1. 1LFINEx23' Bottom of Hole00 DDH - 2 8PAGE of SEABROOKSTATION PROJECT HOLE LOCATIONBEARINGELEVATIONDEPTH 231Logged BYz J. R Rand Viz/1iCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES4' To of RockINCLINATION* SrecLksDIABASE-(BouLDEA?):g Chps-.81- piecesZorii-e in\-ermixed do1<-3rey, fine-3mined and coarseemined , I1'314 grey.ISFrectominant(y coarse-Branect1-YPeK0.40 Thoderatel)1/4Lk) eaii-tered,*x-1-hrougboaSDTV. 'rock De--Coros;+ion and =heo,vy cost oY1c1/4nale.:304571 X ySANDSEAM01 PSI SOFTilSAND SEAM.1CHIPSCHIPS\F 'NE23.7' Boilory) of HoleNote3D/22_Rock Qe.a_ii-)erirsand, ruS'r appearrs due+0 orrcx.c_e. wea+lner.ir5.*Beeen wea.iirlered:zores rock iS_in'teMai(y.
DDH B-3c)PAGE 1 of 1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONELEVATIONDEPTH g70' Logged BY: J. R. Rand 7/10/72_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES7/Top cR-ckFOLIATION)10I--:,e,8rea_KscS%.d< is fresh,only local rusiy :sio:tnin3 on.1 .solnis Moskly 60'):::Loo arnle(30) -jointr-:rriecliorn grey, mecNomcoo,r-se-9rainecl1 locallyPolialeayotanife zones,: X s-1/1-oi,5'.Foci< iS Cre51-). Biotife - X x; eces&deg;jUm mo,y be sVsMly wea-iferoT )sx-sr^Porphyc-Dlocite,$icAlleSpollir-27' Botiom of (-101e Mr{ VERTICAL. ZOIN T'Rock isCoAR5EFIN-61tAitsIEDFOrphyril-iclor;fe,okoR%-rTop of Red<rD* *inter rn i xeddark-grey rine-riosd andcoarse_9rrx:ne.d4yPes. coarser-3ro:meA rockkends k-o weediler MOM. TharlV'ine.-8vainecitb bwron ron%ni r)3.jo W57@6"4o V inervccis'Rock is stightlyWeo.i-herec24) SActjecOARSECDARSE'esh \ook-23' Botlorn of RockDDHPAGE ofPROJECTSEABROOKSTATIONHOLE LOCATIONBEARING  ELEVATION          INCLINATION DEPTH          Logged BY: J. R. Rand 7/10/72CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESNay 6k-o2kn;n3 pr)jo'n-Nis634!oynBioRe. 13 sligh-fiywerae-ered to showrusly'broLor, sti-eakNo sUe..kensicies DDH S5PAGE 1 ofPROJECTSEABROOKSTATIONELEVATIONHOLE LOCATIONBEARINGINCLINATIONDEPTH (c. ILogged BY: J. R. Rand 7/10/72CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES2,5/Top oF RockRock1- CHIPSBroke r,CHIPech.,Fskleteces:"Ei.cHlpsCine-3yo:\ ned,VY\edi'u cto,rk-s reyOcca-sorwAi zraciAl (.011;6.,pinenoc-rySi-SV'resd.inkrnally,mansaneseskt\inin3 on closely:k-2,a.c.e.4 361 ryks--..-14Z COWS'Breo,ks.2%1/iniervalsz.5110intGenerukily Virienyck:vned,meAi urn -I 311 greyori(.).31+1(1zonesOF?0,p)-yr1-1--ciorifer..R(is --es\n,..Minor rusty=sto,thirn bcoly(Yr\ joi niss 'Josints nof.(mfn&deg;r PYr'NMINolk RUST40 1:2-i1kliCrWS 50_1f 0%14DRusy GNARTz. AND CALCITE l_tueo voG41,6' Bati-om1-kole^
INCLINATIONBEARINGHOLE LOCATIONELEVATIONDEPTH 41.01 Logged $y: J. R. Rand 7/102_DDH 6-.37PAGE I ofPROJECTSEABROOKSTATIONCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESbpl'piece s700,30 n+Rock is reh - xXxSorl11'3\-+ wecaerina 0-nd -x-- xInferVOIS\roY)3onijovnks.lfl300dipG.' 'Top of o ck CoARSE'--C) Co i fe - mecium Pine...-9ra.;redmecil'om dark-greyi massivePE.BmATITEN4wCDAE.TuRAEZ6 3007k 'IS arkeremily : II' )4wIT-H RuSTYn\w-rsFresh collY1 -}Nr,_-u ),65-,i0;ntrush/ '5faiirlinq on* x v:Joinis._ v. li x-K*rAIMIKoST Poc k-Resh.xNo kVA-except-0,skShOWn4- X X ).t\SO,SUcken5deWOCK k 5-CHIPS :Nth Y-05(yOn:f;1145--1c)(),V ).-KC.5.3o n'ti"Aecii)rn Pine3fa'ineotgfty rnas5ive Dor+feHigh arnle ,jonts @ about/pEGmA-1-1-tEWITH GARNIET/lbuRMALM.0)4N0SULPFIIDESi-RINGERSBoitorn of Hole PROJECTSEABROOKSTATIONELEVATIONHOLE LOCATIONBEARINGDEPTH 10'INCLINATIONCONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTESDDH 8-33PAGE \ of 2_Logged BY: J. R. Rand 7/10/72.Cock.me.liode 1;3htgrey Loil-k rose calehesjof,said e8 srey akil'orireCoarse votned rock oppeo.r.,CA. at1etfrISN- f.-\eoneA'rockDIABA5E Cu1-5 OloRITE on) INIRUshlt CoNTACTci-tit.troDi 0.130.5 e Day14, grey, Cirie.-Sra.ned, w'cg- dark sreer,sAen 0 e.rysi- 5peckl n9 andoccasiona( pokbes of epi'cloteCHiPs%ck 15 rnoally-Resh, W local =SLIGHTmoderai-elyLuEA-NERING wecdheyed -zryneS7o43c*cex\ O ,i0int-5  -ROCA( it FMSV1 -suG14-r-wEA-MERING exce,pt- asCHIPSMinor ocalRA' on joiniSCNIPS,Ros-ryFbck is -es'i-tMinor rosl-bcakty on 4,0,1411K TDiorfkk- rnixea c_oar5e ardCihe sminectDiabase Dikebiorite, hix-8 coaze andne zv-a:khed rock SCHIPSifes11Very I itlie skoin;igg.ron 3oinkS2.3' Top of RockFine Gra+necl rnedium grey diorite,RockBreakse.t /t01.5'inketvals_ereolcs@Onps-\-opiecesi pS.61 pecespieCeSBrokenCYf;Ps+Ppieces PROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONELEVATIONDEPTH 15x.5'711017Z,Logged By: J. R. RandGRAPHIC LOGDESCRIPTIVE NOTESCONDITION OF COREDIPDDHPAGE 2 of 272.5'Rock is Vresh.Orl\y veryMinor SVt3V1i-510,inry3joInTS701_A A* A-X X-_PEGMATITE" X X XIS 'VEINReuc-T BANDWGAFTER META-SEDIMENTDiorife, fine-3ra;neet,h\edt'um- 1(.8)61- 3rey, withlocal -.onesofcoarser-gral'reolfelci5pozl-hic rockIIBreakses1-1-01.5intervats2Medium- COW"Senal Diorite. -Diorii-e,:rnossive chrkrY -rnecil.um-Rne 9raintalioco,( zone oF coorser- -3rairledporphyll'tic biorvt-eOccasional FeldSpAic 1/6hh9RUSTY STAIN105.2'i5Minoy-roslyor' zorrienistock is Presh-ti-woush oot, Oplyocca.ohai int nor0-3or ]oints'Roc-k hot closeyjointed,.NO I l'Ck enSldeSRusrEb,PITTED,125.2' WEAMERED6ejointCHIPS,Iliwog RUST ?c& is V'TeshMinor 'rustyS-Vainin5 onj 0 SU KaCES.I 45.2.1%els is fi'e.,5nDior;fe ao_rkY) Cine -,ccosf analctoare. grokne.8, (1:3-vtgrey zonesFreclor^lfnOxii-ly Rne-grainecbior iteeottor, of RCAe DDT-I3PAGE ; ofPROJECTSEABROOKSTATION HOLE LOCATIONBEARING  ELEVATION  INCLINATION DEPTH 72_/        Logged BY: J. R. Rand 7b1/7A.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESRockrD;orik-.3cc6neci_vv -vvNps 'rn-  V Vv '163'7oc_1. is Pe_sV)- XXXxXFusfyonly OccasioraiYefycud-Or1.30t'Vt-5_ k x--cek is 5\i_shrt(,3ets&cec\, pt A-Loi-PI kr_ak rod- ,or) joirirs6040706 iots21 iniervds^poesor,a:61e. /trait-1z./ reUsfxkr(0('Wi bvi( cratizAn co2ni-errnedum dark grey,Virv- erainpA 1 massiveDiorik dark<-Roeoro,ne.d , x5 0.-1)ove,Ra_k -Vcesbcy\inoy- sienin3on joscF3Ock f(CS\1mr\or YOf _ch,()s\9f-. \\V =rjnfss61i3H-oxtu'r6,3 3\ ;04. t,,)-kcv;c5'th5G 64'siNownc-ayft , a,:ek reyorained, LicCCC-aSiOna.)*CoosSe- COarSe.-91-0,;ned, -z,one,srD;ord-e... Jcilfkgr-ey, fine- _graineaCoCax,S1011.1200e-S_arey, coosse sro4ne.ddtorCoo-fse-xX X X coarSex It XXxX X XX X eth-rxk X X _X X X  cob.ree 12/ Botibm of o1e.
DDH 6-10PAGE ofPROTECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH GCO35Logged BY: J. R. Rand 7/11-12, "72..CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES25'TRockcrlipsOnipS0-10celcskisvi(yoaiktesed, wiX-)X.Xsknityl_: X x )-(A coarse,X)CX,i'trt5chips(vo99YChips5:0E-r )1'sAt4s6Ael Shoon(Rosiy X )( Xde*ACIFiren4 0430,CerN3F- XKAjOirliZ,)-X X XC'Ct',S/n7:-,>()CrYinuror'I";,:jo'Lr-\is co.Ny z-D6 Iler_bfecks3 'Rock s C'esS1 2:NY \lexy \minor 114+ rusty ;5173:ps -+00k-k--ctIfie.3MC )4 Cparse.:x y
* X-X )' CearSer-ock f,-; .Re<i\-) *kx xx-cf,u,se1=x:>Z`Kx')(CoOsSeon,,joLnt-s0) ass-)4. xole)r)(\.=x*- x x KOC-1C tS V-e_s\-)`A kCcosSeX X XaxIrseCoateCoo.r Se.icArise,in\-emiXe8dosk oey o..n8 coarse-oomedI\fsc,ay. kskr\e.,-3rane<4 rock?Teckom'oncd-esrnxed 804-k-ge/ftne,srainedon (t4-ere/CbarSe_ 91.0,10e ,orsd-e_ ran'tke.) coarse, 4'4 3A-seySecWeck yncusstve.INDr=yy\eA;uYY\'fz:61-\e/1, It'gVA gvey -FoliOjec\G6.51 6oftom of Viola Firut.Cocu-se.P1x,coarse.Con'tel i-1-\\)628 fine-aaHreddark- gey mazsive a_ndCare. sictiv-led IoreycoaiseCne,tjtiyeclcnd cocuseDv.dioriteofNoleRustycRC)C.1 641/only uary rnno rrusty stairT Iccallyon joinfs._,j.c."(nis3cf_ic,b3CkipsDDHPAGE of 1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING  ELEVATION        INCLINATION DEPTH GT51                          Logged BY: J. R. Rand 7fII-12172.,CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTEScrip.s(ROA sIS ci..irky-6-esh, sulRject to :lusty -ictin;rifilsorre Loccxkeniykg_or ) joints_-:ChpsYutcRAK.c,"1.1/4-1Oflkr,ehsp-skielyk...)c_atf,ered \any* n1ex natiChke31nYJIY , C!-.5 GVIOwn .j6in15 (se-70)DtoRI-rt 8ouLDERSTor._of Rock FINE.tIk.J m+).gra'tricAdco-k-grey and ccaxse-scoheciliQht -9rey. Gxatse arairteAvirexiorniv,ai-eslock, Ty,i)(eddark-3vey and CoarSe.r oraireti1144-+MS 0.5 ...ShOtOn@ 1 4-D1 'Wel-vats -----Rne'RockNO rust onjoinks STATIONPROJECTSEABROOKD?) 2.PACE I of 73ELEVATIONHOLE LOCATIONBEARINGINCLINATIONDEPTH I 0-'11-'CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTESLogged BY: J. R. Rand 7H12...,MocktoWy afthilereci.bleaciw.6 brxciatect %rock, =stylo-11 6okt greeng:e-d<5 Apeas le) be-same.. -roC_kbeico- X X X(R6C1C is Pcesk,toeo-geein3xkolit? OCCA rinO1 \--Veinin3sprerioe5. OLfl3xshoco rnmor ros---S6ntn_o. air-4t t *110avais?)-dnoos fine anaufa.r(wen-tett)*ex6e,eyamie,a, ty,ass ve.,-rAecl po-orey,itfx.ctsteocoiftrl prornnert Felecioartz_ ve'mins3 of Ksh an#5--li,o10-sic(?)'Rock beczyme 8;ci6Isicv`tafk.-3te-y,raivleckdark zreen p\ex,ocrysts*Top g Rock .11' Avetalrenfly GL 1A)eathere.(211;cyrifeRrecciar D DI-I- aPACE ofPROTECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH WiltLogged By: J. R. Rand 7110-11112-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESr_-70Ica-- veck1DreakS.elift, .80_ peces:chto s7 F) eces- CVmpsP'ee-e-Sbceok s?.vece-seh'Rockmi,'\or.,..)..sgr_r: +1-t`Pock-marks Lohex-e- *,Oe,t)ocrysts have-_ +WerAeXe-da out+ *x NixC1-45-644-ty= -,NN\\ vncdelately %XoRw_reslicb-pd\-X\Cps  x$77 v.++ 1-1-+ i-f ++++++-t4-- 4-i- +Sligtif.(ADeoiCoeargro. b leac hsstL-sorne: febsparsCh'P3 Tan . Fairly comp.& rod< -Roc_k aeache.ci, =n)ecliu M-13row , pnehoCnMs =LOsa.Alexed(3f-ff fan 7-r-13ocA, bec_om&sarct phehocrysis1\to14i,shAT,31ea:1,74s-BLEACHED CHILL 7-014E, SILICIFICATION -ChipS7t0-139,31%CkCal(ly VieshChipsMinor 5-fa:tn s on 5DOm hernial dark--.3yeer) co(or.Vtorrush/ stak 6v1 LW, Zr1+5(RCek i 5 CO:Ay-freshfA=Warabase `1*(ke..(?)Chill zone_(? apharyk.C.,(,5C.oh4iAc-r-`Do1-.() khi-Svey (6(ea.ci)sheAr zone_ - oalcied hi arde kA).(4cii3Oacemenis, Rockis corn i)aci-, IDreaks acrosscore, co^d no+ no-rolly on hl'eksl)ear Ikan2s.`Rock roccityrpoyly2. Cal&pathized wi-& zed ihrielit.ill -zorle,.cLIOCX,/ (ine -actineci closkaey, wiki\ dark freet-) phenocryst(small ). Ohly gety minor itev,11,3r-Dia.6seC-h IZone. Welded breccia_ *Wl blCA)005e, C141Si1efe4 e.0Meksame-h fccicscinis{s/ minorfeldspaff,i7,1-6,1Shear-PROJECTSEABROOKSTATIONPAGE 1 ofDIDFT-a 2-BEINCLINATIONDEPTH KAHOLE LOCATIONELEVATIONLogged By: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES134.3'rock dick\iky sy_  **-*ere-CV.()el< ts 5 y -_- ' .-:...: - ......_ ........weaCercd fro -oof 2._minor(-06y stanir Oron:joints. I) bleac-hed ArD broLon,ryrile Ao z{ic,<ensickesor\ joint, ,.S5:civarlaae. a.115k-,oafion 6)1 hol)"Diabase, ,Eine, ,3ro,.thed, I (ski- 3rey fcck161Boi+orn of 1.61*15c.1'4-o .8''EOP-J1Chq:1Spieces6 It)ieces Rockbre4s@...V113 2ecesDDH 43- -1.6PAGE ofPROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH 2_8.5"      Logged BY: J. R Rand7;.CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTEStnirlortuSkychipsRock is c'e..s\-)Very rninor&alcae =cock.413 or .sorne.:Ao'Lnis. Mostlyhok- rusky.Fas' "Top 4 Rocli_iorte `enKe.8.flea,dark-3rey ana coaze-gvainist.c6h-k---ertyvectorAironilyFine, -2ro..ine4 8t'orleCazr92coarbe.2 8.5H-0 rn FHoIe*ir Reck )5Cres1-1 'I-6003110ot - =LOCclify mor6.0(4-enene4 r or\504-. -minor -01r)t, sorickce.5 -sIkk's -chloritemr:D't :joints ,low2d)-zo-'Col 8reak5G"to 2.'A-erJOA 5 or'lowange jot nf5200-30f Y5DDH ID( -1PAGE ; of 1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING  ELEVATION        INCLINATION DEPTH 2:1-        Logged BY: J. R. Rand 1-214-72..CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES10CHIPStwillet)Vu9SCh-e cev+,Cvnted joiriiS -61thrcx)shovt on 301ock'Fari>e_fres1-1 bui,Shock)sclev60 prfw,Y=Cis an -jo;n4-5 andpl-o,ocrysi-5TOP OF ROCK 18'Diori feiR'r,e. rai neA larey, , ass ve - closely.kitne-cl3"-to\Y\A-er\f0-5,j0haue 6it'cisen5;8e_ -1k-6riseckxvv:3deveAcvniexct-Piar; k-e C'ir\e -5 raj nex4barl< ey as abovemoss i yeCHIPSCHIPSCH(PSrlier)V U95Dor;ie Fine-zrojnecl-c;c:cey, rnozsive -oc,c,lty speckledroul\ aea\oS1113,FpSeIS FRG5V1 DDH VD1-PACE 2 of,2_ PROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATIONDEPTH/Logged BY: J. R. Rand 1411172CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTESChloni-e development550 -*-744.141(-T. X X X6 '- X X(Roc< is Qe..s11$x)".X XX X XX Xtdike++ 774' gof intiusive, chilitci 41'34 coni-actVarizgra.kneciimedioro gley c o.Aifed conios.f (?)G5'joint WI'leref I erect on = 916 exr,_ept97,6H,98,8,_lotoanqet,X SRiledxC-OCk 6shl* X Xzis&deg;Jointchips415&deg;7W\joints Zone.15 SOffx xFaulf zone .-buf no of parthfly opan.-xX Xpr;lkx bleakS30;45 arelow atmglezo&deg;merase dpOrihler b(eojcBreaks or\?`"angle joiniSShown. No rot.x xJoint ho,v)x xrntnor yrufe-X X Xsmear. - x x(Rock6s1).= xLowQoini5formCore.breaksCorebreaksonwide -spacei:joinisRock becomes rnedi um-coarse graredQk)oXk. 0 tinfern'xecl coo.re- andFihe tack -ypes.A pparenione, sof-we4 by 10:+.er;i'.3but-not ruLiy or Ic..ke-r\Sicies3.15 clfv000..ez.YYASSUP- fexivre, -rnecKum coarse erosineA, notfOlioked, meo1ium grey.eolt-cs,on ov- vole DDH DI-3PAGE ; ofPROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATION        ELEVATION          DEPTH 55'        Logged BY: J. R. Rand 4102-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES* I' Top of RockMv'A-`PinfsiS Vre.511. -)k)(1'ose_ zoe'-zort9a0,0aZ diorite, nneeclChipsMinOr rud-y- x ),_dark orey. Localy w'itindips- x s )csi-o.ins tocally-.7.-y yy s s'I rregolor 'oticx.t i o n .ChipsOYI jOl'flf5-x s s)5'joints x___joilmtcROCk is Ciesh, No 7-s ), $x s _Czoccitz. cvoril-e , a3 abo \/c...85`19ofrusk- on joinf5.nk.s : 'A V V7C'cj-ir)+/ Shobi ire o-..ntClo+, r)of(-)Ii itocAi;5s,rncic00,itc,ib rAsi rock chi. s (111n3s.. ::" )( x x_,!  : 7,,r(ghy cci.hre.6:9tcbine_847.ptossibe ci;a6cse dke5-4,rfastdeOr oeorite,t9chobn-f)eint--'*:.?ock is fresk, :' x A'ANY Vdi n ino 0 De-n65' ':-11 onno-t ru SI- y . se: x y yOs uox+z. at.0,-; ft, Dreciprii;nanilyOn joints. -i)tal-ion.s s x *Pine- gra; necl , mec Cum ore!.-ainis are.---- 2 -4._-- ejoi-itt kvasFoliated . Foliofion varies2oc'-oclips* x ., kin c4 and sfrike.- ....... * -q) I '-'2-' Wriervals._s s7onjoirif,Smooth- x x )4 crosser rinect_(Rock Is fiesh, -= vr w I, *X x S,7e-Clop jo;nt :pints locally15:-4-'. 4 '.1 \'')e(ded' bre.cc6-14-i9V\t` 7566"LA, en or i .e. slippery clue Ao: xiig .., ..y xx6s`).30',0t---:slickensfded .y y X V.65-.5 Bottom of Vkolea_
tntrus ionbreccia;coeldeciBecomesCoaczer-inect000.ftr_ diorit{e, fine. aroArecii,Medium dark grq /fairly massik _but IocoAly shocos Vac kaiofl,A-e)(6... Narrow \Jrfs sometimes_simw minor vog3y zok)+(onGoosi-z.donk, medioin- coarse:3(-`ne4 Rock eidensive,Yilroker 11 pss ible shear zon2Rock is '04eredy siffir-erY 6346 chlorite% Mior sickihs bytnfRosty.D6rd-e fr\e:3ra:kned dcv.ckeley ocaly 106.) torncoatle owne,i dio4eDDHPAGE of 5ELEVATIONDEPTH 6c1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONLogged BY: J. R. Randii/vt 1-12.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESa-71.6,5/Top of2070'\joi145k366-1s11"''' /-5c:crif ltiVArsc:os 1(10-. VuSy ciA:, Some joints ICIihiS :....)/ 6101AMinCf k1089{-:SK  @23-21f,.)'h.1,,F,k is 6s\_--v,.-). 3o--elcidtps aery'@ciase, m m-ar , ,_611'5 nieniaiS dUSIV Coatqopil .1% .6/ On ,p1 iS, bu _rpkPot. __-:Joinisot-ifl -10,-) sli'cket, toe -,'=irliPsor smeared ckonie.:eg'sjo'i(*r'ockCairly =3rtufesh bd. .,'. --:4ersofte3W by-cWorFeClose-TIM(_ZconialfSheosio3.: -_;:rne,, -tYlinor v0a3y L =openin5 /1\\o Ns;'tsMtno(,voaqy Oh 14-MoST,-S JoIrrts aXe hot&deg;Pen- wetaedock s--re,sh,CnofChips3' Base oC \toss 'In Rockccar5auarfe diorle predr.nytiRne-To.:tned rf,4unl- dark -8 re y,mckssive_ ieKfure, xK14xDiDH D 1 -PAGE 2_ of, -3PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING  ELEVATION          INCLINATION DEPTH 169                            Logged BY: J. R. Rand11141-liz.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESCorebrokenas shownCore broteensAlown?reAominoly)igh oy6ieIIch ps- XX655nt setock is 1nreshXrninor ehlontc70piritirniror11)1'04 0 UtXCRAirnrusi-x 1,zine writefaccon t-NOrus-xer64-61,145:- xyX YYxor c', rROCk is85 /-verrj nor rirtygnese:70fD;r-ifShIco'fiN,(Ani ?yritxCleanalleann3 onCiorne-Qoknv,S%Y_*XMectiOm Coaroscpu cliorkfine gro:tincai A-grey.Locoj ca-.1.1-ser (9ra;hed zonestor (ft, preAam.thafily A\tite,-9Yaineck, ckkAc erey. Some minor -local coarcer-acted patailesis .Tces\,..,oo7ejointirresurar 7-:10 infe '64Corei)ro kenas &town66- f4'040A-ionCorebrckex,'Shoon6.5.CDIAkIn'Rockezh =70,0t,Core is broke,r,,5mocce,hi, closely on el'oirlts 2an4 cca'osiorYxt7,--750. sow_-bncu,N3anese, and pyrite., 27_oruoirli-s, Ghat-pioun3vlar bakz,-xroe.kCero \f\<10.14/niinor 61Rin5VsjointIfirocy3lloot-x-yx xare chiro.akerV;c_.-x-Karle Mar131 ett)e'Se-arriKpyrite ZtOkini113 bflQoints,*Fine-gvo,ined1c6rk-aey. -Oute moss'Iye WureLo.01,t1 ocaAshosis.%ckRes,dosidy.2./-1-0f079--rvoJsYoYyin3 ociiii-uc.-Ie:; aryl Lersd 'fpfine,073,ine,ci 1dark3rey,(ocdlyvoloely CoWed ,WockVcesh nof weo:there3ikroojnout.X yXsYnooth,cltain DDHPAGE3 of 3PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION      BEARINGINCLINATIONDEPTH 16 9            Logged By: J. R. Rand If Ivf /72_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESCorepynteev(:A(er)znlearS51.v3tonro,(eaksco.1/Cokni P s14enials:F.: No Rosi-r?ock, 't5 Fresh-Lccollysurfaces ore.slIppery oitk ekorite-ckvalopment. mos\--\Jteflfln -2510 30 too ange:3cAnis., .$ttaom9 V XISy.V XX 7%X le a.t.111KU S E C.3*.rrACFTX X)( Gloalz. cV,o%4e.,Mecliu41 COcirSe. gitColeCtaoorf-z. dt'orite) 'medium grey,nneck ion\ Coat-Se ork'mecl,6re 9rcx1ne4, diryey, MassiVE,dionfe,* 169' Battom Coce. 'tsbeAenCht'pSier_es orDDH DPAGE 1 ofPROJECTSEABROOKJ STATIONHOLE LOCATION ELEVATIONBEARINGINCLINATION DEPTII 65.3Logged By: J. R. Rand 12113172.CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTESioolder-.c..1or4e1 rniczeot.)s,o(o-fed1513' Top iz)P RocK.predominculiirne-srainedC:_=)Core 1Drwis-.3/c e7,SoZiointz'e.7'Orozci hi3h-01/4.11a(p.jOkri5_____ 7Dejo'irit, rus4yCore----4 rt-4Y1E t_.1'.1' :1 7s'oirtLIN is Itesn.r).2- *'-'fedieces ---:-Y(US CCaCCCIAin90, 20b-3,6\-c.&r\ OW C1118+- +ptk) arde -`,:jo'ir,-1-i,l,3otnis * + 1."-"...* 11,51- code8Om 15 ----\wi spread :+- +*Ils as 7 *nterva-,..- 1.- +_ANoon .+_ +cA-x)ci *,Aak 7on-rujgyvrt a -27 rozk.JO (nv3V (7 SObjecied=VY.TYrP,Ohon-etk-ects.ock 'fs VeshPcprnineni. rusAorm-on on jocriis,55ints-r0(r_urcxniervals riejno!'4,64);;te meoseckrode rcirg1heovy (OZ I4r-k 'P ft eSli70oNsl_yJOITe>X XQuark diorite, rrIx.--ure. ofCcarse aott .Rne graned rock7FesWI arde(76&deg;-75&deg;) rhuSife. confatt, tOtkied 8;kce ,dck.tissat-eysob-black, Cot q-o;tne,d, masS\fVQ.-6sP.-RS and krotRCGC cioseiy,joihied at varlovs'tikes arlA ctps. Lou anje0 0 ) oinks prectom;nate.rbiabas. A'keiasThesthe, isu,6110,dc, Rne evine{inocicX X predfxfit'AcurnyX$ Crxtru IlainectX X)(G5.3' Bottorn of l-tote.
DDFI6PAGE I. of \PROJECTSEABROOKSTATIONa./HOLE LOCATION ELEVATION            BEARING' INCLINATIONDEPTH 33,0            Logged BY: J. R. Rand134 3 )7 2.CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES' Zo :'are dean bot locally:: )e A -'kxfure. rrosive.,,joinks *=/, ::-ha.ve rusty c_caling- x '1, ?;-r"az shown . aints _ x s'kni-ervals --3cH-D-106. No: x X X---X X-TranSi ti 0 061 Con-t-act h oil an* joins. -  x - x iC X - at-al+Z. cAtorife., coarse cavatnecr-__a RuSiy- k X xtAINi- Srey 33.0 BoitOrn Of 40,13.0 Top of Fac r'reis freshQcoxtz_ cLorcte, rneclbrn aYcktned,eoKAY-;Toiris nonyiolyx %Mecihiln-dctrk3re-Y/ sP'ck led 15.4/ Top OF RocmediumCoarseWA?. diorite,/ predomillariiyfine, iyx.fh,P,A, rnecti'urn grey,Lady, oi-th hi3h afigle (7Y-8)-ToUc;J'ionFine,DDH Di -7PAGE ) of 2_PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH It 8.7 Logged BY: J. R. Rand 12.111-111-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESOck gedr),d Psho ro.sk-cx\joinis I=Lou) ounle(ie-sejt.lrrt,@--=cle"'intervals. C-k7c) joy)800_900anale; jointscurved joid;nierijoSVosio0S ocLervirk-ions-_curvedolnis Fresk.7d)-clop,1.\00\ tPYra-e Totni tend to=on -bli'afiovA ptanes,::4 Lot also cross.-609-76cjntn i 51:A0 n _icki-'011pcion)el's.",pyrife.on jointsWjointseshRcPACjoirits joinf5 Follow both .7-66) h4-0s8le -CD4alia7i=and 3e-1e (No otyz3te =vanobk,rf ixk1ernST:ko roz*. Pyrite onSome-joints .^aoctri-z.d.-rk, Rne.--sra;necl.3-0; n-VnTr-reloenfconc_f_rytrak-ionsoclor5-,AcAsneS.cvo5s-cuts -ola31on(:)c)-410`)clips,Qoarit ctionfe, as clove,Fine-sva+ned Collated of 6e-ac0dips^
DDHPAGE Z of 2.PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH ti g ,Logged BY: J. R. Rand 13.1r-171-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES(Rodc CTesh.eedo;ot 3oh@ 6' ID Z165&deg;.3,06-`ed'ips Occaionci(Vock(-'-resf) ,3onks@ O30kus \r\k\r1 on3letosHo 6 .51 Rt.kweakeroci on ,pritr.folt'ofion. Not rod-y,boii twxy rv\ocleic&y weathereocCk6sh breaOh 90.0.011-b-5/ .1f-yeirva(sGoa.(Yort'{e/-fl'ne- yam ,meciiom-ry/ follio,+(on@q5O+070&deg; dips , 'Rock parts onbioftle fokthions and across roldonai- various aflityclesGoarfz (or,kxoi(yfoiktied, medium-greyFine-graineJ,on(y weakly -6(01-exi *'ID massive 4e4ure13reakspieces      "as- Chi S,'- NS  EKalcs:#110 2_(i:Aeces                    118,7'Bottorn ofe DDHBPAGE of JPROJECTSEABROOKSTATION HOLE LOCATION ELEVATION      DEPTH 2,5-BEARINGINCLINATIONLogged BY: J. R. Rand 11/11172-CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTEStor- Core- Broken'Info Chipsci-ups->-2o--CA-11PS --->V'clippins ris Rock is51131.1 y 1-03.1elf's/ly Fieh_-01 rattler hdly7051/4iDif\-is,loiniec.) which = x hmiycauses consclerable-= xof Core.x&c.k.kfctiLy rusk/ *7, xCM ions as Awn: yX x'Top as Rock ClUat+-e. clior-4-6/ fe-edomit-anfly11'16 u111grained ) I oc_akYMecli'vm-Arey Cobr.minor 1ucebpmentabout zot JepTh. FrIcthon is-Very sleep Fo ve,rficoi2q.5' Botkorn of 4c:k PROJECTSEABROOKSTATION.LJ1):-... Di- LiC1HOLE LOCATIONBEARING  ELEVATION        INCLINATION DEPTH        Loggea BY: J. R. Rand 1241302.CONDITION OF CORE-ogDIPGRAPHIC LOGDESCRIPTIVE NOTESBreaks:@:1/.621- Diece.sor, 3o6-10f Rusiyjoints*2ru SfyX7o jpint&deg;,or.k is 'Vred-i._ x steaks on -o-io x xcii#03 y3inis-1/-x xRock is -('Tesh.Loodly = x)(rusty sfainl on -some, joIn 5.X X )(- -. X4.T,FOCK A,Quartz_ diorite, nixed fettred,c-lo,rk-gy-ey micaceous irockCoarc_& -Bia:,red I i'se.ter sray ryiatri'x.'Rock 'LsfALod. Layerira &6o'cli"i3Gro,-;,-hc -texiure, voLadePrphyria quotriz..cViorife.,aS af- bollorn of ho(e21-.5 ' Erittorn of 140le.-1.6'Rodypleces DDI-I- (PAGE I of 2.PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION    BEARING INCLINATIONDEPTHLogged By: J. R. Rand/2112./71.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESBoulclerI 2' To_p  oF Qw.rtzrnecl'om -cmrse 0*21.4\e_,l'94 nieckum grey. Locally foll'atedeanale (bo0-700)ciifps.Sreaksintervalson 30-iocisock is Cres. Rosfy!nin3 or 3rYle,ptriB, mitOfl a,(ios. sock breaks =-bon-n(1(1y OA 30-ledipping joints<-4intervals- :4-,$ "X VERY FINE.4- I's  GRAINED)4  FkoCKRock s fresh ,1\iorod- on joints. 4110 =arele,Mos4 breakS Oh 0-610,junisctuartzikerecryjzklUzed by cl ton fe Quar-a dt'or:4e, medium-coarseatc6ned, rnedi'orn li'9ht grey.Loca.1(z some --)01ioL1lor%Ste.e,pHrer srainecl near- fopsectibn.ais dips, not rnooff,ave pyrite coa1-in3s oVIhi.311joIntss/rcotk 600jotn4 with pyriiex xzx xRox`k is -Fresh.\lot rositon jo .--f5xu,xMosf,join are X )( XxFiner 9ra:ine_c;Firtr- grainedRock is q-esh,no rod)/ on sjoinis.Mo3{ brerxis on l000-  _arlde 2.0-3o. jointSne_ciVY1edo srey,Fok-konis. steep 60D-ctd'anci wavy DDH DI- 10PAGE 2 ofPROJECTSEABROOKS TA Tio N HOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH U2'/      Logged BY: J. R. Rand/74/2472CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES1 13Yactics_:,*_,POCk (..=, CreSh.":"_:. CNes fD -LEb-6_)(11S on b to: 1/piecesc16"--I rk5*gh eh,sailcol-fi .0311 eCIOD-Uoa) JD; nt5 __-:-Dips - e.71.-100_joint9 ip\h aY1,4 e (85f- clo ) .7)0iril wi-c go,' 41CO--L r-eaks -i,44) arqe,jointS --::g1/10..6/ -1_Me- Curved/ k.I.V.-, : pieces-7`)-1.? chlonfe or b I ot-ite:,,00"- s fri so rFaces*117-_-thyouJI outspt,';'t.01_yri, fe.. --1very, , aoartz cYortle/ fie-rods, massive, w clea9f-culled, med ium-srqfoliatedBeCorieS Coo,ce-sy-G4leci vock112'13,6fiorn of ,c,tehas pyrite wail 11.5=
DDH PI-11PAGE 1 ofPROJECTHOLE LOCATIONBEARINGINCLINATIONSEABROOKSTATIONELEVATIONDEPTH 65,5'LoggedJ. R. Rand /24072CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESa.s'cop of Rock uutz clfOr;le. Preciam;oontly,fire-tred(om 3va'kned, Mediurn-grey idolth loc.cd ColnFiner4eXtUreS. FOI4On G-)80or (5e.e.per50j0;,-f rock is zliehflyweaitlereck 4D IS' 7.1Oiri5(pCk iS VreSIni :Oith rninov rusfy .=._10,aqe Sfain5 ov. ioil-Tts -@(00_300 locally 40 v8;7 '_dipsePyt.ite coccf:An3S _on 0i ni 5 be(ow _I 8,7 '7.."_Coarr..er-,BYalnect65ejoint85:joirft-70c:joinfo ?c)e-k,'-Fz resh. 7_146reatCS MOStly or+D-30 Low cx..Inale*_-,3 rifs 01/-2'2-Rod<.,T6r\15we)....100@ I 1+0'IntervalsC-ocArGerciarK-9treeniSkdiontcloarit. diorite, praclomincintlyRne-atikhed, hokh0"61)\,/Co I ickierl LocoA zones-coaxer 3rcnQd, dark31-cc-Nth dorkfe.ccy-Arcser-grechfst,G5,5' Esoitorn of tiole-DDFT j2.PAGE 1 of IPROJECTHOLE LOCATIONBEARINGSEABROOKSTATIONINCLINATIONELEVATIONDEPTH 2ciLogged BY: J. R. Randlq13172_.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESToinispck_30-eicPRois .-T-esi-)dipSMinor iv*khroU3S1004-onsome iov1sRock Is i'res1-1,.;(7---..-*ubed ko minorMIC:kk)Sriuser-in1,0earenn.c3a.ndon joints Skji4VrAillire on --X X XleQUariz CliOrje,t Ne v0.1.11E-4/quik MCcaceoos (6iolfte in zones _oin8 kv\oi-S, endosed in coo,r,-3taiped 9uortz. clibrife mcd-rK.M icaceooS mck -ype isflc apparemekseciimehfary. _t-icks mther massive --t-exi-ureq,5'9rop of Rock tioceous60,i.irfi-Rock is Fre.sht,loi-Rosfy 7-7 -;<=*21.5' BoiWn of Role DDTI D2* IPAGE I ofPROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH 31 .01Logged By: J. R. Rand /02172-CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES00^ockEreaks.1.1-b1.5 =*pieces :=onan8le-7.:t0) soink5-1-J,o\31ci.e.rs - cfuosfz. clior4t* 111-Tc>p of Rock Qucu-i-zpredominanfiyFne-yojhed medium carey, wtt-hoccastOrpi one of coos-ser _grained, 1- rned ium-9 fey yyykiv-mqaireraiely,-erect, rusty)vosay%ct; i-N,shminor rosi-v sizt:or).011 same '..psol.15-Zaise%ism ,AecAlerin3 ,&ic becomo,s\ fifeCoarser 9vaned.t+.'pcitoRoST O (3(3E31' 20-ticsyn of Hole.
medium-ro,;redik.C1111 7-ce4 of base - Near CorlAr*CF (3 ) 60.0' Bcn oF\-ko\eatme d'kkce, sub- blac-k,-CA'ne Tainecl, c,rys6.111'nePROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONDDEI D--3PAGEELEVATIONDEPTH 60 . 0Logged By: J. R. RandCONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES-10*2o--25.2' Top oF Rock. DtA5A5E DIKE/ wcLDE-0 ConvrAers tokl) Goo^, :on j 0 nt s -It, t'Atnor1%0(5 S11.2ht ly+ + 4.. 4.: Com. 1-eaks:i C)-ps,op* *lc x x @ Chps6rjo+ht, (-4e4ered 40*rU 5x x A: 40 .s /-'_1(usiyabout -3 C. Fresh -= y x x_ _* peces k"i-Vbelow 3ii, 36;nis-x-- x XX r ),X ---A60c30Int Sh OW (00O31 Cos+ ":coafirys and some: x-cm PC,_.; ROST(* )440* Core-TS chips, SI i9h t --ocl c Lw_afiv.in_-x ...,",, _:re-a s -zn'inf"f.st-, sock is C\ckirlif 7-....t.++tt -.1.. Mo:,i- \jotn,s L--,,..r__ 1_- _..1e5 zi-@CA-N.-- x it )c3cP-Ao ueS" -0 V*511, , _ x xt -10 I/4 c4s Some ctusW coai-iT :  x X Y , : piecessc,j();,,.On ' 0; nf5. re1:401s _ ' x.".),-*),.6D- IIffje dt's col orec17x..,--a 046, minor rusk+ f +it) 33RC-k is fresh*4- t?eS._ 0. .60L*ceT\(:Z ow_cons 'tic; t__Ovo.d-z ction'te,r,ly coarse-Gro3fled1 med um -srey mfcaceooScon6c4-, LoeldeJ Dioiasecike, so6-Uo,ck, ik'e,-grojIned95 ;nkrusive. contr.A.c_t, welder),1Op...ckzit- te-px-eaoryliv)aryny.QuARTz-t-re tISCLuskonlCOOXSE-TaA)cleca;t4rvive. conkoz+, weAckci PROJECTSEABROOKSTATIONELEVATIONINCLINATIONDEPTH 171.01HOLE LOCATIONBEARING611'p 0.-ttd-udeCore. breaks are,Chcao.cflerist-icoll3o 7:DDHPAGE of :5Logged BY: J. R. Rand 11/24.112._CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESx-{i-e41, not-XWeAfflereCI.,71: x$- x.30&deg;30\ yrt)y%clear-lino rt-ASi-cfjcini, h() r(Af. Fockx :?b,:joirlf, clear\ On 3edif). .L- X.)(x)c-- V V %oslickeilsides* x:K)foliojion--OCP:xx36'cii.p or)Yeinlefs in ?ock is 4resV), _7-4 4 A4Bre.cco.,zone(IS above.,Coca sksBrtkek-,@placess-HoLar, incod i-jorColumnVery -thin veinlets.shf bleacinnggocke zfron.s.Fine-Vinect52.1 /to53.5'iS weided,healed,sollAcict sone1.)ori.te,alooffe, mixedcoarse. -Ta'i neclaeyenc.losn9 fine-,gam, aarK iorzy dro(ife.X 'tiBreakSCoreas-'Rock is Cresin=.,/as above: iehogs40 kmt onnber break dql,.,13, pint/or ver,n'iNRDcR becDnies kifecbmitActrd-lyOxicse-Tainecii with relafive,ly.SMa.1( -zones of fine-3ratoe.ddioritc .FineVe.in d'SxBreaksCore.CLSC211,011Fine eroinectvi6eck coarse ctc'c-Nne 8ortie.21.5' T of RockQuarta. dioritc, rnecl2rey,iifYY \olY1 - caar-se -EOlocal fine-9rainedc1ak4( erey clorife zones -as shoor,. Rock i3Purf-r-91111r124Fre5h crysiallined STATIONPROJECTSEABROOKDDH D2-'ftPAGE Lot 5DEPTH _ELEVATIONHOLE LOCATIONBEARINGINCLINATIONBreaksihCore.a_S. ShownEineQ0cortt dorLte.1cs above./ -vcedomnankly coar-ackInedLogged BY: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESQuartz 6iorite1 as above,vedoirninanfly coar6e-3rainedmedium gre, koitl occasionalFxfches-Rne-araiir)ed,dark arey dt.RneRnejsraneo. ciior'ce,c)`"veiritels, ux(cied rnicroTaolfcoarse153,oinl-tRuSIVE conrcAcT1 IRREGuLAR AT 65f DIP?orehyrific_ quartz diorile,coom 3reaknex3irno,ssi&.nlochum ey oki-k slightsr eenish f n3sFine- ,sra nendiorite'Palk iz freAsh/as above. No-rust or sfainins.brills coal( -fPirocij)- -out8teaksit\co re.slpiA)nErecd-s 'in coreas s\pon are,coknNionly--3o ctippia3 joinfs.-Faation76kYliS are deanys=notand' -do not Cit'p UntiErnix_iin one direction, -cock fiesh,as above.EceaksCore,asSlloconFineFine.
DDH2-PAGE of:3PROJECTSEABROOKSTATION HOLE LOCATION ELEVATION      BEARINGINCLINATIONDEPTH 171'      Logged.By: J. R. Rand 11121-111-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESI5-: Core.BrOkerl-: shoon7 X X(ROCk 15 Pre,ShzXha WED, eredX x?(xPorphyrific oar diomassive, coarse-gramec, Meth UO) -3"Y.
Ouarizdork, Verrn'ixeck.Coax- and PLreira'kQed rock-fypes, Locally Foll'ai-ed at K8ha.* clips ot.s shown,14Quolfz. 116nine..--3rosned 9u0.4. diorite,rne:b'urn 9fey, mass'ive,peP per - salt +exiure_)( X X CbarSe.PROJECTSEABROOKSTATIONDDH U2L-5Ot IHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH 65,0'Logged BY: J. R. Rand124102_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESSOLACIer 24neoverburctenifst'ne- Taineci dib rife,o' Top of' RockRodss are s ocic cresh --Breakslocu-c.aske 20- 50 tamed iyIr)k-etrialsWolk)65 -Of\ (0(.0\ceArockartzter kce 600_,jontse:3/62/'tnervalsniockmakse2e--reshpreduryftnantlytsckloto at-131eatinis aye,._-6-1rough out,low-arN3lejofsBreaks -RockRock is Resh,@ 57.6'intervals.1665' Bottom of Holec=,0vu -E-Slieht1-U5/-ot oper, folioAlon plane _60a-_amI BEARINGELEVATIONDEPTH \2.5HOLE LOCATIONINCLINATION--1"'Rockqe.5,orlt mincr-+1-1-z k1/4,:snzsoh oinfZ - xDDH 02-7PAGE ofPROJECTSEABROOKSTATIONLogged BY: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES107'tr t251 Top DiabaSe dike? v8xy .ne-ztro.:tried,very dark .3r,ey kobbzi<Core brokenCh1psi-ViTou3h- outCore.oniskerfkou..)ana\e-2,0Too70(NrrS2076906 DIPSAT 3''To114 T e.P..vALSRocK t.tobGRATELY we.A-NEREn,S6F7ENIEb on) 3'0131'S- 4-Rock does no-i--i- ck.??eari-Wec.di)e red)ffs oiToserfly k)kt-rDkAtASS OKSweakerte4someu+atl: x )2'2'dri wx llsy poorly-*-)(5o0 conia.ci;,octrkzned;ury, c_ocLyse---,ffrainecl;IenycimeAnn._.\us.konsd.D cco1.,-vide,d) intros% ye.i 0-base-Vexy Cine -srai het(sub black. zq-een o6ine sFeckle4lQuarl-z cliorae, rrorr-c,ockmNC8bands of.Cr\e.r zvo,:thea, (Yorile, z;v1n3O. broaA foo.A-ed effeci-6keeov dipp+tx3 Cok+o-k-;on -ok.5 31noioncRmveo'Rods65 irrfrusve. con,62-^ + +4.4,117.kolo-se, vet)/acfn,e8 sob 1)1azl< w1-14(\ localspeekl;n3 D D- /PAGE Lo'PROTECTSEABROOKSTATIONHOLE LOCATION  ELEVATIONDEPTH 125.0/ Logged BY: J. R. Rand 14071-BEARING INCLINATION            CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES8reAsP.140(.5pieceson lou)-anste.jointShosT aNgThtiP5,e.e-to '85Tocto.sotts-rRock .15ro1/44y3okikS. Some.coafin3s:joik-)is18,rok<entsy\ kmangle,joic)s@.51+0intervatsG008.rilhiNBreakswick.'microlsCLQAN)LOW At4GLEzbit..3-rsCAWS'S tCLCA!ArisLe20 too85-*oli4TCALCrrE FILLEDo SUCKEMSVXSCoatuzRfRock 'S Vres\-17:--kkvfoo(21-\ -ook''Rock Cres\-,boo:2,1r,a01-zpredonnnm icaceoos (chtor4;c)dark-3reenishBreyQuartz diorae,coor.e-gnaine,c1 rnect;orn ave y.tocoly if4e.rm;xed with finefarone-cl diorike. Year +op ofsechm.QQartz- 8or.kke.,In'rer mixedcob-re ossantitistle.A 1-08<,4yPes1)ARK MlCACE00 5RoCKNOT ME:MSENMENTARYI 25 130."rn Of 1-kAe,^
(-Quad-2. 4orii-e.) 0-s above,ha.ssive, medium fine,Thedwrr.DDH*PAGE of 2_STATIONSEABROOK1142,11-Logged By: J. R. RandGRAPHIC LOGDESCRIPTIVE NOTESCONDITION OF COREDIPd Rock0.0' TopPROJECTHOLE LOCATION Cenier Of OniINCLINATIONELEVATION 2:S.9 DEPTH 50,1BEARINGNo OVERWRDENaoar\--,me.clurn Rne ojrailled,me,c1;urn 2rey. Massve, -texi-ore.Cho'r ock-034Locally 'tn-VroJeci 1D3pe5rna4ife. vein\ ei-sas shoLon.PEGMAli TE VeltiLZT, Co5vcc,mmt-rE. vEWLE:T,15 bIPPeGnA-rt-ra650301T-Ifdear,rn'thor Fos+cOltr-f+11:gonts ace Poem yclear\ . Not Rosiy-^Qoos+ dionie, as above. M055.0)2..-1-ne.dl'um, flne, jztined frrieium emy,lou) aY)2,1e.( 05 ) 3(:).(}5. S 140, 2' irh,t-voAs'Rock 13ecome5 ccoirse-yone.8G2k_lax-Vc, diOr3-e.,@72.6'_500 olf)inkrosik4.-, weAdedcofkox}.CoARsE GRAMED LOLL) an-30fA-040@.5'40ni-ervaksrougr,ROCk '\561;g hit_oto angle. 3oini-5weo:Hlexirs3cf-to35 dips ,)1'tne'Aer'klY 3-bints nok' rustyo.ificreclexcept as shota\?ock5';1{y toeakiv-reA, 5htIV*IVOcierole.thhrnrust on occdiof'-aljork 0-5 *74(4tfiefyn't,khe,,,,,iSho (')or, ,3604AoxGO _io.tc-Ni.;z(yweaiivwci rutky51;3H- t,..vatherin3Rusrymclerake.weakber-ing.on3Dints ck,S zhOtAINNO5i- ICSk hi-5 dipbout. z CP ,4-0 \ Isir4ervalsCMPS, 051Y6.RCC_Jf *k$m4,or rusi-65Joini-1 tight wea-Pre4gPAtnor ruStyCc341-y3s on some.join+5.'ksVCesh.atreded by .613\-)k-700,j oCRAPS, ROTYHot-GRATE yoc-AmertiviGMitioRCore Breakon IOWOZ..* (30&deg;.3.0intsChips A-0I'in4ervaisBreaksOh 100JOMAS.5'40 1.5interois _$reolc.5142'piecesByeal<S.31+65Piecesits-70.ie'otevenChips -RuslY X )(X1( 1( X1(7(k1,4X X X 70 Contact, Ti.GHT,wetiAED,tsitrI4 C4 ILL zomEbio-hx:xsa bkke, very Pire grained ,+cob-of-<, dark olivine, 5pec.1c1;_65 cot,STAcw,-riaorr,WeLzetJILL zot,)aX )4 )(X )4l..)0.1kE..rriedium-fine-sitiQirearnedi my. Fairly massive -texi\ffe.X X Ss50 FottaAl0r)+X V. It14 y XLow 014e...:10irAs.1'4o 2'intexv.als Rock DOis(50,1i &Mom of^1-70f_joicleo.nBreo.k 5tdio' P.3G' piece s550 join+cl ectnDDH-PAGE 2_ of zPROJECTSEABROOKSTATIONHOLE LOCATIONBEARING  ELEVATION 28.9 / DEPTH 150.1        INCLINATION                              Logged BY: J. R. Rand 1212,6/72-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES7013rettIcs80 @wide-Space's@.S'io 3'piecesBreak5ea, 4) s1-6 .p1eceS12WeiTHCRED-4.Breaks0.5'1-oz'f.ieceSBreaks@A/A-03.s"pecesGC:P.304 Ni minorrust.1' Heavy cus+,Severe-1i toeaillereci50dip@ wkle.intervals,0-part. minorroz,+ and di t*nor rustsq.0yi...v.60-eci 4 "`c)64-ra e"-localzedorCl.nele .30in'Z.RoCk is 611:,c..keary--o.* ' of soff sevei,elyweche.,xed-95.0/4-o 95.4 idepiTdeo,siert; cat ,joi ofiqock sis CresV,,I ocalty roskf,/ ones. ,ointsro;,IS Sevete(y tocalt)etect6,fro5kyiRcek:sciexe weathenn onfoli--on Cot- t.1'80Fcore in ekk"c6 \Dut*A-decompoSed =minor rustwee yocjoiritLotx.). angte..,:r;n4:: psrRoak i5 -Ci-esh, noro<sly aniolths.Joints300%c..kNo toSk onFINE GRAMCc otiRSE g*toeDFNE GRAIMECI(Docriz_ clior:tteirni)Ced -Cneev).ne.c1 Jark cyey po.i-besincoarse- gt3ine..8 1%.s\rii-er greyPDX.0 $ec.on/c. Fine .3rci'inede.lot.,.) 87.ELo 04,3e 3ints e 3004-0i00dips @ .5/40;,,(-et-voiszofle. clips is&deg; DDH EL-2.PAGEof IPROJECTSEABROOKSTATIONHOLE LOCATION 20,45-0 N.Soo'E.ELEVATION 21 A- /BEARINGINCLINATIONDEPTHLogged BY: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESmaks7of.1 i-oZ2Pecsrn'nor rusf-=R,c;c.tc'eh- )rAmor ruy 6}-0,(Z:of)i-odep-t-C,-y-y y::Xwxr$*1-o R.) 0.1-131ejoinis30f.ThvouSnoui-V11,7.2 "Top of Rod< Quo-0-z- diorite, 1-nixec1n e - s3rminect , dark greyanci CoarS* -3y0ineaI ileit 1:yey pe\GA-rX rockpor pkyrific .1-0Loarck baseFor-phxrAiC.2..7.a' Etiiiorn of' Holtber NE/DDH E I - 3PAGE I ofPROJECTSEABROOKSTATION HOLE LOCATION SITE*2. - .79 350 E.20,1-oo r.1ELEVATION 15. 2-1BEARINGINCLINATIONDEPTHLogged BY: J. R. Rand i2i2.7/7zCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESGo&deg; ..To intcleant'ean=6,,Dosnle joink-s:.2 -.5' 'Aervois:6ecurl, no+ T.B eadled izht 9re.yof' Rock Quaeh diorite, preflorr,Fiele .io.ined 'Dark-Sre-Y1coosSe 1-0,o428For phyr Hc. 4exfore near -1:Da.se.ble.arJne.dso-C+contarks +ro.si-6mk*22 Top42/ Boiforn e Role DDH EPAGE of 3PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION 20. 2            BEARINGINCLINATIONDEPTH            Logged By: J. R. Rand 12/27 72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESBoulders 5' -Top F,rexJ-<ru&r170 31, onFoon_Srnh-t weakTne.red,ru1-y-minor rusi- on 3+..CRR0S-C`e70-goFkooGHcleanocc is 'res1--)p`;`below 7'clepi-h- :11y,Some minor 'rust on some,xX,joirAS a; 53P-A5f 4 vat-6z- ore,40A-ions"-XX X-' x-X X .) X Xfitk is CreshMinCor YV54ysl-ojnn3 on sorni.: x/-si(A-S)aS nCsieri: f;Lou.) a.hopyle%)(r6,to 2' Intervals: x-x x-xxEre 0.N510@.2'io251li.eC.e.S17.tNor00arkz. rsDkorae,, yv\tXJ-3r-ckihecl dark 2reyard coarse grojned hk-0jey rnak-rX-Fol;oAed ck4 ss- Go tpsWrgtflFinexiaroaneoloa.rtz. Toy-;}e, mixeACvn8cr-coO-Brained 4-yoesf-oVta.Vton 8 s5*f /cxxicblCr DDH E. I -A-PAGE 2. ofPROJECTSEABROOKSTATIONHOLE LOCATION 20Zoo N79.700 E- ELEVATION 2o.a      BEARINGINCLINATIONDEPTH      Logged BY: J. R Rand I2/Z6CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES0 *10'*_ c_clys,,,i_ *7., Rcck bfeacIvc1 Rock,-Is Gesk -... -- f " .,.... ti\ 4M veciFecia'50 OlipS TO -.*rnosi tow cx.re *_3,5trik'S ace1 i'peces 7.1minor- rus4cre_oasonat mmor:rust-of\5C\eGtAl8054,- roo5h, rus1y  6o*                  701-                        CHIPScbLI To OW GO&deg;FINE -GRAiNCDuctri-z. 6,i01a - rYiXed _Cine--06:kne8 , doxAs grayrock 'tr) meburn rse _rained , ight- oeyrno-fri)( - o coAly Vol icki-eci DDH HPAGE 3 of SEABROOKSTATIONPROJECTHOLE LOCATIONBEARINGELEVATION 20,INCLINATIONDEPTHLogged By: J. R. Rand (2 /z6/7ZCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESC3(e0.1S5701-_pieces9f/. 3reaks3' to1.51piecesFneenx:ine3Roughunevon65.Z4,_'Rock sB008 arilltn3-M0hie\ 0-Y-51e:nts -556-9of 7;Joints@ 1/-2/ervalSCkresockfres1,--hot rusty on -30ints - oar)31e, ;jointsdip ID.- 3opQuartz. Aorte- W;(11-eciiY)Ke,c1 Pine_ 2)v-0:I neAdark - 3rey 6.-hd rne_aionl -coarse 1 lIferfY)*1 ix1lonuarir.;orfe, Cinerd .+0Si. R-edor,ti,v,1111Coarse- 9 ra:Ined be..1 o ,105 Bokkorr. of Vkole Rock sOiry-Fred\ 14p-rally_rusty Coai ;NS on,joint lce rackrncderoiely toe1ther2=+0 1(.5'-m0sf joini 5 -Dip 50`) or sfeeper-:20*551:" To; rif.Cleln0-11PSto *Breo.kechiFG* I/piecesruskCHIPS70,TontruslyDDHt-PAGE \ of aPROJECTSEABROOKSTATION HOLE LOCATION 20.300 I\179.5-50 E- ELEVATION G.0 /      BEARINGINCLINATIONDEPTH      Logged BY: J. R. Rand 12./26/-7 2_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES-Top of RockQua.' Az.y,xeck,a4.1f1;"'ILBhrexi-.9-4-Lrfe-89ri e7,-8cLo-rk rs SsfIe-ci.0%Chip5)1VX vRoc_k breaksinRosty- Ch1ps-Rock- breaks ,-)40*- .1 i-0 1.5pieces- breaks@.111-02./ FneCeSRock is .oirly -Fred\-j)int5are rosF cooied -modercd-eeo3rwA oFfcck -35.8' in-roneRock 'is freE.h- koc,3Gejoint o,res'yo'ink 5 @ 35-16. -dean 0v_. vanoos cweintai-oos60....1Vdrwtrv6k.yQuart-Z. dicir;l'ei mIkedPne. 9vo..noi) dark 9reycearSQ. gra'tned lightersrey35--41-0 lowante jonk eirol' _ini-ex-voAsQUOAZ. cioni rniXectRne. syw:hecl., ak greyanA coarse -eciIi3kte;ry rods -lyresRock s,s only vaTelyfol ioiektprecl TY\ tho,n+l ycodSer v-mined rnairiXrockMODWEA-rgRED75'sr.r.lookh clear\) oink-^Rock iS Cresh-pir-Its are cleanarejoints:(15-35Dips)are1404'infex mis PROJECTSEABROOKSTATIONELEVATION )(:, 0HOLE LOCATIONBEARINGDEPTHINCLINATIONDESCRIPTIVE NOTESCONDITION OF COREDIP GRAPHIC LOGDDI-1 Ei5.PAGE 2 of 2Logged BY.: J. R. Rand 12126/72-GZ (-0-rtZ <3,16 r- yyl xecisra:tnecli dark 3Te/ 1'18coarse- ,trc6y,,e_A I iNker greyGuairiz- cUor:ik-erock 1-ypesucuri-z.iorile,;ne-rocinecl arla coarseacure8. cis shown1o' Ooktor, oFPock iz Vs\-1sane ,:joinfsclean, dip 5f-(6.verzase 5f- foi))No Rusf Rock 'Is1Oo(orfs=e50_ (10) MD 5+tOocLicsRock is -.6shary3te2540fie70- rouoi/-136.11,4 Clean5C9joini. or,CEA ic14--tfo n--4,5 joint DDH E:11- GPAGE of \PROJECTSEABROOKSTATIONHOLE LOCATION 20.-30ON 79.400  ELEVATIONDEPTH        BEARINGINCLINATION                        Logged By: J. R. Rand 12/2.7/7CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES41/-Top-1' Rock*X X XX X XyE9moi4eye inletCore *A7oc".:No;c*breal(ps-chi ps-7o,loChip5.511lb .8'ealerpieCeS -2;--; RustyZo--RosiyFock esserl+ic* X XFre511 IocoJly$)(),S*1-lyA A--OhjointS, minor fSw ))t, rt.)Sf - lowe-sjOfrit'S cVpoccur.2/.6 I'Intervals.Quax-z dor4e, m'kxeclciark/and coosze..-BraineckI13hf grey rricSrix X31( X.X X X)X AX X X24' IN:Morn of hole.sr_
DDHPAGE of 2_PROJECTSEABROOKSTATION HOLE LOCATIONBEARING  ELEVATION 5t'        INCLINATION DEPTH 159 .2        Logged By: j. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTEScr fop of RockX xX VGejoint .85'do nt IM hor ru51800,10i nt Lminor rusi'Rod< 15 Ci-e6-1*41ZR03Vloth - :mhorSick:olin3 onsurCaceSck.bOutdepkh-Qocatz Norit-e-grcksined, rriedIsurn grey. Vcooe.\*0+i@ i31-) arlde (8oc'-t Dip)X X70&deg;__\oini-pyfife smear'Rock is-64):breaks on5D&deg;-901"joinfs -wif, fewk)ot rusty on :Rockno roof_3oc1c brea-ks-joints@ 6" *12"intervals -y;s4-rock is Vres1-, tr:sbecoming more2/-1/ in1et-04S -in hole -,joirlfsare wo.vKStow% ryrifecfy,A infxsX xX yX 14X 141.'I,.0.03.4,2. Diorite ,as above, -folidd-ion more ()ruminant Eto0--700s but voJriaue, wlairedion, F('ner 9railledmedi111-61-14 _grey dor; i-e.,c.6esehc..10SeckrndcliOvn(yarned mcd-rixQuartz- cliorife., as olo veirn11-1-1e_ ccarser-grained wsrti-) cleptVI. Lessobviously Cbli'afed, moremossve fexiure.nuartz. ctiorite,as Love,/6ecome.s9ziine8)-Wt'afed
* 3orne, 1--ex,dacy-1-13 break*ory smoo-thfokAlsor, plane .
DDEIPAGE 2 ot, zPROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONELEVATIONDEPTH Is9.2/Logged BY: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES\ost- bre,c4(sIn core e31-i odips613FT700,3f.Rod< is -66)-1-)id-,-_ah.sle 5mcoi-In wavy:,sjoinI1or3 15 closelySpcke)21- q1e90e;d17Cpru. Okr:p0r41: f1 on Col (*aon 0)MS:4/P/ 11inzone' bof croY-cufling: .5 4 4'Quarfa ai.orife mediumsrainecl, rnecilurn grey, fodedlOoa'tA)elcieciii-Folio.}-on Aso' -iwri+e cookt ns on:,jolr Flaneo * --0me.jotnts are's, Slicken5ic1e ROck iS Cresh-.kervi..Ao breakup rq cirdling _ir\ zones t,.)here-54+ Siotje rcin - =reeP)rd IOC& ,E1)icken,Sic\e, *Gbbjf,*\otto'(\=', on 'oirts:srnooti-,.I-Apparenk Tao it- 2c3r,e,,-,NY(11.914)5,1_0rrilatt-elod`cr2(c'kl, uno+ rust y, rogou 9eSi ickens icie zone:does no+ ap?scat-5-qo:Or-h Or zubjeci9rounciwaLterf-rlo fernerit-.iSf81p dn-6IiodFictriesRock is Fre sk 607:Ed-GOa-r-fz core o03D0.e,RoC-k eenerbAti fohafe801-Nd high arsIe. joints tafhsvno01-ir, Surfaces i-en8ocx.or along -E'c)\0.-1-ionQuax-i-zFine 3ratheA,medium grey,osocdlysteep Cott* in apparentPaAf zone @12f-12z,s, rockis Folished Loith sIkkerlsicie@Va.r.00 s o-relesQuartz dkrk, fine gradne8,rned- elark prey - resernCiesLvccr\it-tzect"meTa-cioartzife *we,11 FoIked *,roogh out 0Go 8:ps'Rock Panis(pi s) or Vol6ralion _ocre u:AneObt rnicar_e_ouSaDariZ. dc:Ale- coarser81-ained -Wi.03-e450HIGH AN)G,..x wELbED FAULT ZONE- l'RESENCCalOTZTEFREiRtc'r-oNE MAKES IT WEAK, 4.,,,-;-tC.uLT90DIPSDOLL- No ROST oR GooGe -pyRIn ON SOP PLANE8reccio--oekdeciLkiiskeclPMLV-r-VIE LOED700- 90srnoothjt.sikkenscle70f jf.ZrnooThionS-FtIck *vs esh - m e -shoo .5meoxica:crr dickehs6eL,,jcnkScomoroniy* 19.21gott-orn OF V.cAe DDH E 2 - 2PAGE 1 of IPROJECTSEABROOKSTATIONHOLE LOCATION 20:355 N79.275 E ELEVATION        BEARINGINCLINATIONDEPTHLogged BY: J. R. Rand l'2_/26/72CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES12.S' Top of RockCM IPS---G5o;nt(Pock is Presh, --hot rosy orjotnminorPcxodety coatin371or\ sprne jointsLow ang(e.0nts-e 20f-30f psaoax+Z diorae, rnedt'urYI-Eint..9rair\e-a, mecli'vr,-srey, massiveFexfore.
* locally minorporphyrific 20- 30). ou)joiris.2'- .5 /in4-ey-vals325' Born of Rote.^^
5 i_ToP OF ROCKFi;:mGunRTz. DioR1TEIFiNE-GRAINED btRK GREY bloRIIEE-1\I CL.ObE-UU Mil ti-n (1::MINOM-CoPIRH GPsfiltIED LZI-11GRY QuAKra 1.-11E-*FInrLZCAu-Y fOt-kF7,14 ATIABor-ri i5f UP NEM ToP, GoiNG5-0  AS 51-100)0WLIZED OR Fuse) CoNTAcTs-114ouatoorDDH F- lAPAGE 1 of 2PROJECTSEABROOK NUCLEAR STATIONHOLE LOCATION Hampton HarborBEARING vertical  INCLINATIONWx = weathered, Ix( atheringELEVATIONDEPTH 143 10 J, R. RandLogged By:5 '16/730'CONDITION OF C)RFDIPINDIVIDuAL 8REAKS INCOR5_ 5140w4 BYCR059 LIN E5GRAPP IC LOGDESCRIPTIVE NOTESUNICol\not_t DATED0,1EReuR9)0\1,-1-1_oX 2efy, *54Bo>(.i,15-36ROcK tsX X X X XR51)' Jcunf -70fX x xFRESH, WITH -,4tighily watilemi LA ,- ?c .rodOg ROSTY : xIlLst-y Slisht -b,-. COMIGS oN, x - v1-te ,Pi*sP\TII\16.51_:; x x3YI .0 i ni5(V\11) 1-CC1\LC.11 - X X Xo4 CLT lb- xxxx75 r vohm.. '`',160.4 . MotirRAThx xNU1/411-(ERING 7 X xxjo,nt Ab.14Nr To: x xToINTs - N t,''stinf '4-. yvlixic t. ?,-_Ay X,.)?. :,-(ira, rvSt -,r1 /Or jorit- N x- E3OX 56il-^.- 541-74:xxxxx1 nor n*4-yRoCK IS'-' x '` '`1cpre X X7 a coni_ woos iRcs1-1-x x x'Yo:,1,) 1411NOR Ro5rY: x x 1(b,) 1 ,-.1;trr.13.rcf142SKSEANI :x X XPARTINGs 6S :x kx'xminor r-,..4y%c)1410- gminor razkyX x X: yx-x x_xxX 4xs_ x x_MtiIoR RosV sTAIMNG --. ;(f x1oCAL14 AS sHoVoN _: 0 0 0 .oN Zig suRfAcES: >c x. K. .. 0 .A1'10141E01,1 T - M ASEVE,111E111-CORE ,DARKGRUA GRc yGarnet5CTat L1NCVnts - minor ristyRoCK t5 FRESH-0 Rcosh nt _X XXtiiror rosiyx';1(`-xxCOLIRiz DIORtrEi DARk< GREVF0E-GRAI4ED DoRITGitmir-:Dtom CcARSE LGITGREY GOA RTZ DloRIT E.M4TRIXJUA1L 147573 DDH F -1APAGE 2 of 2ELEVATIONPROJECT SEABROOK NUCLEAR STATIONHOLE LOCATIONINCLINATIONBEARINGDEPTHJ.K.RandLogged BY:5/16/73Firv,ROCK PePEhRS Ci4ingi1E-R(c14,AND Is \NE IAKI\E-1)oiM-1106 _AND ti,oPERATE fNCTHERIWGQoARTz. NoRITE, INTERMIXED -FINE DORI-1*e AIJD Mak-41-COARSE (_)(iRrz. DOR( YE MATEV.-DESCRIPTIVE NOTESa)tiRrz. bloRti-C.AeoVe,'GRAbNG To (s-teotuR GRAINEDsu 8- MASSiVE &R1---z- DioR 11-EITT4A1Tjb FELISI;i-ARSPEtlq_mGLcx,,FALLY1-1G1-117--Y FoLIATEDcoAR.E_ GRA ING.1) 30E- hraSc V E ODARTz -D ((AIM , FE t_DsPAI"e ECo HES PROMINP_.N-1-OoRRTz_ Doc-CE, INTERI-tlxGD -FINE eiloRITE It3 ME.Q1u1A-CoARSE0,u ARTa DIORITE_pc-pal-11cTENDs ToNIED(011-F1NE GRANa -ocK IC)\AAR05143'iolloF 110LE.1i.JIJE. 1(3)7370'CONDITION OF COREDIPGRAPHIC LOGR3031, Vigini-fOinor n)5{ter breakMira( NA'ROCK ISFRE%VoX 5-t 4-tco-:tr2'SLIGHT PcC,K5t'Y'156.1MINoRVoZY SCFOREops-ruichFs Rccic ts NoTAELY VUGGY-BREAKS ow CIILDRITE-121,s'  RICH I-UGHANGLE Pii.rufQ5Mira co4-v:pintFRE54rcr rtyity 4ainvusondmIcpredC) SAMPLES coCk PINS1CALIESTI NG GE0-1-c\INC6LEN3GINEC4kS t.5(2_0330X 733`1oll !Igo'146-7UV 471/--('13169/77minx rost-Shitcci< vroz-ehiB(Roitw rcit som mooRR05-N 5rAuvwGMinor mst zfainAs s440qA)^^coLL.
DDH F-2PAGE 1 of 2PROJECT  SEABROOK NUCLEAR STATION  HOLE LOCAT ION Hampton Harbor ELEVATION        BEARING VerticalINCLINAT IONDEPTH 264 5      J.R . Rand5/14/73Logged By:CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES130NOR:: cP,o55-4\A1-C14 MARKS31\I "'CONDITION"COLUMN EQUAL- .MEALYRE.b eRefo-cs,sr)10-1-':. !YR P1Rift,)C75IM C -1E5  ONC_ONISov-IDATCDOvERBoRDEN158' ToP oF ROCK1501*160-:- Er,x 2.:158' -178,5BoX 31178,5i-192.S10.1c 2:sSa)-rtAtaD301-.3--11Gt-t Ar \(.4E3b11\lT5Lou) FM\_\C-Lc oaRT1065R-rs)1'11 :STAVinG. GENERALLYalow 51RLA:rEb S-FACe.c,, EUT ARC, (3o-r :PoLv2,1([1.),sp-,oN)Suaf"ACt7, ARE NoTpoi_151-tEDRod.< Ls EE.01-IriLLYKC:M.)14-- GREYKWDER Coc'tinOGaplas AND PIIRTags.Vu.V.PARTiN,(3S t137(41A (LC- JO NTSDIP A-r VARINZ0RLPt\NTRitoNS AT 55T-670_`RCCKa:Seto-nRU?P.,c..",1-1.-1"0\bs To PP 'tFAIRLY rASILY kor36Z::11.01.1EL CaoRITE-WItEDIriinor ARE RE-MINGRALIZCL,`,(Yjb\YA% 1)0 NOTSo;;GEaRcce-NT tiovEMENT:1:;,:)ary Co(a.c;,ON) apt-U: P1KTitX5F-EL-NPATFIC. ,DnEMINTITCD)AGUCLY FOLIATE:SovIa0IIAT MASSIVG 14\EJNOM-GRUK:1mEb(um DARK GREY CaDR.hll\W-Rit\f-S ARE Lb-r Sues ger lbeFFECT5. FoLATrotoLs ARDOOD 401) up -ROCK BREAKt AC,Re_65 V-OLiATtoto.btp5 4f,-30yr" 6oc; 6u-rIS Ncyr pRoti(t)arr Exc,c_PT-LOCALLY,\13,1,4 Sat-LIST, FELDsPicafte,MEDiort GRAltotiLD, -5u8-1-LF6SIIIETExTURE../ 1k)1114 t_ocAL -zon&isCF PRotiiNgt,IT t-,R-ANGLEFOLLATIOO. CTRIATED C1-11_0/RfrEBICH TONI 6oeAfkeCC)NIM'') 41:L Re MoDERATELkeJUtJE I 69 75 ELEVAT IONPROJECT SEABROOK NUCLEAR STATIONHOLE LOCATIONBEARINGDEPTHINCLINAT IONDDHF-2PAGE 2 of 2J. R . RandLogged By:5/14/73DESCRIPTIVE NOTES1-1-1bP4TI-i(C,AS Ai3oVE.PoSs I BLY Lvirl_E Coig RS -GRAINeD11-1AN ArboVa.3LCn\,t(mg kola_E0 ori-14 eleirlre_K NO13 Ar.lb NIOn Uci,o361]. ItQFE-L1)31)A-VI(C. HATRIY. coNITORTD.ouATIoN). (META -110LCAOIC until)Sags-CIA AeoVci BCor-tiNG IvtocMckE- eto-m-E-FitckI, FUJER-GRAINED-BElou) 227! 1-1IGHLY coriroRzoPot4 AT/ON, so-r RE(s-rpt.i4T-KNG,Set-lisT, Fair:001C, 81 oTriE-RicH,HIGHLY Col.YroMD FooromoN.1,-Eo1uM-FtNE GRAINED,MEbturt -.DARK GREY. c4-1LoRITEAND PYRITE otv Totnyrs.0 SAM pi_E5 roP,-GeoTECitniCALt,.)611`,3EC=_Rr...5123/73269 5" Q,OTTOti OFJLIN.IE. I -7 3tc)il CONDITION OF COREDIPGRAPHIC LOGFOCK (5 E__ENDPILLY7FRES14.561N-rs 4-\ AVEMik\DR sTruNNG AN)DPYRI-rE CRO3TS, ToiN15 ARE:S11170-Te-o, Wrrti-PARTNGs DIP &P-107ACF05SARC r,3o-r- 1,1-5ukpasTAtoeb210 ,?OCK lEFREs C-1CLITEfi\R-rzs.AKEsuptLwur -ARE coPc1e-DOrri-i-PYgt7t PttoryoRPooDER Ako wat-lOcosl_t PPA GE,2sildiens;aes RCCK is FRES144Joint") AND rARTIOSs_ARE LwAGLYQ3ITEPPEM, sTRIATED,_Poll.51vci -,p)/ritete urearedPol i5kc Rock 15 FREst,t,PA RritoGs 1C-SLIPFEKY,250L.74,0 BORING LOCATIONN18311,E88393;INCLINATIONVerticalBEARINGDATE START/FINISHJune 8, 1973/July 2, 1973CASING ID 5 in. to 4 in. to 3 in.CORE SIZE2-1/8 In.TOTAL DEPTH329.6ftDRILLED BYAmerican Drilling and Boring, T. PaquetteGROUND EL (MSL) 16.8ftDEPTH TO WATER/DATE 15.2ft  /Juit2, 1973 LOGGED BY Soil - K. Polk; Rock - J. R. Rand EL.MSLftSAMPLERATEOFADV.min/ftWATERor RQDCONTENTPRESSURE TESTSTRIKE, DIPF = FoliationJ =JointC = ContactB = BeddingSOIL AND ROCK DESCRIPTIONSuz n.0fa 41(Weathering, defects, etc.)(Type, texture, mineralogy,0 gcolor, hardness, etc.(c) caDepthftTypeandNo.is,orRec.%Graphic&PE-%psiComputed,,k10-"cm/sec!III/11111.0S = Sliekenside15.8-20-.--40-:-60---80-100--120---.:C7:_-10 r-:.Ls'AlA26TOPOF CLAY:-_---,---_:--- -.--.!..--_-_--C_Brown fine to medium sand with gravel pieces up to 4" in size (Fill).Light brown medium sand.Clean; uniform; subrounded grains----Similar to Sample A2, but brown.Light brown fine to medium sand.Clean; uniform,_Similar to Sample S4.-__Light brown medium sand.Clean: uniform: subrourided grains; contains a trace ofcoarse sand and fine gravel._Similar to Sample S6.-_:...:-Similar to Sample S6._Similar to Sample S6. --___Gray fine to medium sand.Clean; uniform; subrounded grains with a trace of coarsesand.-_Gray fine sand.Clean; uniform; contains one 10 mm size gravel and a few black-_Silty sand layers 4 mm thick. -__Similar to Sample S10, but contains a 15 mm thick layer of gray-brown silty sand=having a slight organic odor.--Similar to Sample 510. ..:,:_Similar to Sample 910, but gray-brown.-Gray fine to medium sand.Clean; uniform.--r20 75---TD6_7.-30 c57--.7CS8:' [lisp-7C510:_CSII_=7-.760 cs13.74ESA4A4169345254576074805821g--70:Es15:7C516-,80 ,.._-L_?1.7...7D18r00 D19-7--:-100Epgi--7DS22--:410E323-:C,:120D525_S241100000000043.346. 241.944.636. 830.734.334.228. 834. 830.9TOPOF TILL__--_-_-----_7_--C-----_7---_Gray silty clay.Soft; medium plasticity and sensitivity; contains several silt and7silty fine sand layers opts 75 mm thick and one 20 mm thick black organic silt layer.-Silt and fine sands layers give a very fast reaction to shaking test.-s(tor) -- 0.13-0.15 tsf 11-:Giay silty clay.Very soft to soft. medium to high plasticity; medium sensitivity:--contains a few fine sand lenses up to 8 mm thick.suitor) -'0.10-0.13 tsf--Similar to Sample S16.s.(torl -- 0.17 taf-,--Similar to Sample S16.su(tor) = 0.16-0.18 tsf--_Similar to Sample S16.s0itor) = 0.18 tsf-_LISimilar to Sample 816. suitor) = 0.19-0.21 tsf -:-Similar to Sample S16,suftor) = 0.20 tsf--Similar to Sample S16.su(tor) = 0.17-0.19 tsf--.Similar to Sample Slti.suitor) = 0,23-0.30 tsf:---Similar to Sample S16.suitor) = 0.19 tat--_Similar to Sample S16.suitor) = 0.15-0.18 tat.f Lost 20 cu. ft mud @ 125 ft]..._--.7Gli26',15jDNX-1--71021000TOPOF ROCK-::-:_Gray silty gravelly fine to medium sand,Widely graded; contains angular gravel--piece" waiRierwit Walla.128'10"-May be top of rock.129.6iipot,- moderateoderate wx. May be boulder in...._bit,no--1recovery1394" Tnp of cowl rockz.NX-2974.167rn_DFairly fresh.Slight wx ten-gmv in fwapri,shusd Is_.stainMinor rust-y- , -,,$Secoharisst, gntscil.c.Medium to mediumprominently follantled.1 Feffaaltithico.:--_-:7---:er.i0N_N- Standard penetration repistance, blows/ftRec - Length recovered/length cored, %RQD -Length of sound core 4 in. and longer/length cored, %s- Split spoon sampleGroundwaterU- Undisturbed samples8 - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GEID- Drilling breakk - Coefficient of7,8permeabilityNOTESA - Auger sample1) - su(tor) =Shear strength measuredwith Torvane._SEABROOK ST ATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYg Mad engIneas g ..n.,,,,,.......Date: October 4, 1973Project 7286PAGE 1of 3 ILOG OF BORING F4 (1) GEMISCHNICAL ENGINEERS INC.
BORING LOCATIONN18311, E88393;INC LINA TIONVerticalBEARINGDATE START/FINISHJune 8, 1973/July 2, 1973CASING ID5 in, to 4 in. to 3 in.CORE SIZE2-1/8 in.TOTAL DEPTH329,6ftDRILLED BYAmerican Drilling and Boring. T. PaquetteGROUND EL (MSL)16.8ftDEPTH TO WATER/DATE 15.2ft  /July 2, 1973 LOGGED BY Soil - K. Polk: Rock - J. R. Rand L.MSLftAMPLERATEADV.,min/ftR DCONTENT    or QPRESSURE TESTF = Foliation 11STRIKE DIPJ = Joint=CContactB = BeddingSOIL AND ROCK DESCRIPTIONSa:(Weathering, defects, etc.)(Type, texture, mineralogy,0 ia,4color, hardness, etc.) alIGraphicmpsiComputedk0-4cm/seeDepthtTypeandNo.NorRec.'" " "130S = SlickensideCONTINUED FROM PREVIOUS PAGE-140-160---180-:-200---220 ---240---260-:-2E6.2-_-11ICLI---_----_0NX-3NX-40699007593gg11061639510235746750117457093109100429596876710087165100605910067712.62.72.42.65.42.14.58.95.85,73.44.95.59.38.012.012.012.010.79,07,3g,37. 07.28.37.06.08.09.08.05.28.27.712. u19.064-54334250o102000005706217016300140001IIL150-1GulpsNo rusty staining.Most part,ings cut across foliation-dip200-35'.Many low-anglepartings are smooth.Chips-Fairly fresh.May be slightangularwx of feldspars.Partings arepowdery, but not rusty.Dips NE?5 Angular chips-Even joints intersectAn61 gone of intersect-at about 90ring smooth evenr 1),11,1,s 8 1 ightlyq vuggyweathered, vuggy.170.6' ---, -...-7--__-_4,...... ---- -_-As above, gneissic schist.Mediumgrained, weakly foliated.--_Z-----0,Approx contact depth-dip 45'-7160--L170----180-190----200-_-..-210--11.2--NX-5NX-6NXNX-8NX-9NX-10NX-11NX-12N X-13NX-14NX-15FAligChipsWeathered, moderateExtreme wx-to extreme wx at dis-sandyModerate-continuous intervals alsevere wxshown.Not rusty. ExChipstreme wx-decomposedExtreme wxto soft granular, tin-Chips-moderateconsolidated.Rock1._)1-.i.-I--4-4141t4_1-4-' Extreme wx 01 diabase just below -contact--Diabase.Dark gray, fine-grained, -with scattered dark green olivine:specking.Olivine wx to tan speck-7-ling.Massive texture._Note - Rock appears to be closely_:* jointed, but does not show evidenceof shearing.Joints frequently at:80, suggesting 800 dip on dike------7._--wrApirrAIRINFAIprOPPr-'--_to severe wxChipscrumbles at extremeExtreme wx-ax; is sectile, soft atcrumblessevere wx.ChipsExtreme wx-Weathered throughout,crumbly earthymoderate to extreme,material,blackbut predominately se-Earthyvere to extreme, softChipsrock chips to crumblyChipsdecompred earthyChipsmater a .AMIPIII+-ti Quartz-feldspar veiningI'.q;t74a,Slightly to moderately wx.-Moderately to ex-_Chipstremely wx-locallyoccurs as crumble-Chipsearthy material, is --about 5' Extreme wx, continuously separa-of core soft, earthy tad by chips of mod-lostmaterialerately wx rock.-Extreme wxBecomes less wx-earthyslight to moderateChips-slightly  wx.Some rustyto moderately wxstain on joints.1.5' core lostCore lost-probably-7_i_. -sub-vertical,.-'-- -'medium to medium-vertical.t, gneiss ic, feldspathic_..-- i,ainec, medium gray,not-4 -)12 5'eafrz 'feldspar in contact zone:- ..PrAi(Actual contact not seen-may be a7(Afoot or two lower.)-t--:Diabase.Dark gray to sub-black..1-e-ed.t-4-Fingrain--Apparently cut by closely-spaced--1-1-Not apparently-1-broken by shearing. 4- ----t-+--4-__4-r---(---4--.4-Fairly fresh.1-"Olivines not discolored except--I--I---1----1--4--_-1--4-4.--I-4-4-Diabase.Locally has angular.....feldspathic inclusions.--_r-1-.---..'i--44._Diabase.Dark gray, fine-grained. -1i--Z4---PAVANNx-ie--- NX-17:_ NX-18-NX-1S-23c1' NX-2C_:NX-21Z.-NX-22_-44,_ NX-23:-1----NX-2E-_-25C-NX-2C,_''t--_-NX-28-260--NX-29-- NX-30:-:NX-31:- NX-32727r-NX-33:--NX-34----28CNX-35-= NX-36:-NX-37284-NX-aaPMMEINIIIIIMISVAIIT/AIi_ .-3-i_-, --_------_extreme sexExtreme sex,Looally fresh inter-sally, but subject tomoderate wx on joints. Extreme wxExtreme sexChipsLocally fresh internal,but subject to moder-ate to moderately se-10" core lostvere wx on joints.ChipsChips -fairlyfreshChips-moderatelyWEChips-internallyFairly fresh to slightlyslickensidedwx,Conchoidal slick-ensided surfaces lo-Severe wxcally.Chlorite con-centrations(?)wrAmmihips-ir AMA'FA=PP4le_NX-241/41111=621EPrigrejI AilKIM=21111F/AINDIPPMmr.I.A...:--Chips- fairly -'fresh-:Chips-internallyFairly fresh inter--slickensided on con- natty, except locallychoidal surfacesgoes to moderate toextreme wx,IFIFIM,PIANAm12.011,411M.--::7--inN- Standard penetration resistance, blows/ftReo - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length cored, %- Split spoon sample; GroundwaterU- Undisturbed samples9 - Shelby tube'N - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - 0E1D- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTESSEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYU Med 6ft0186f8 .ocne....-. mDate: October 4, 1973Project 7286PAGE2of3ILOG OF BORINGF4(1) GEOTECHNICAL ENGINEERS INC.
BORING LOCATIONN18311,E88393;INCLINATION VerticalBEARINGDATE START/FINISHJune 8, 1973/July 21973CASING ID 5 in, to 4 in. to 3 in.CORE SIZE2-1/8 in.TOTAL DEPTH329.6ftDRILLED BYAmerican Drilling and Boring, T. PaquetteGROUND EL (MSLI Itft  ! Rock - J. II. Rand EL.NISLfSAMPLERATEr RODCUTENTRPRESSURE TESTSDTPTRIKE 'Fellation,t = JointU - ContactIi = Bedding.Sti,il, AND ROCK DESCRIPTIONSie 4M ,,j(Weathering, defects, etc.)(Type, texture, mineralogy,0 =cetor, hardness, etc. '-' mCraphicpalComputedis-4 on/seeDepthftTypeandNa.NDror1:,DV.Rec.in/f1)0SSlicl ensideCONTINUED P10GM PREVIOUS PAGE:284.___287.2--280'__-300-7.-=_-310_:L-.300--7320:e-L--329.8NX-39NX-40NX-41NX-42NX-43_NX-44_NX-45737010290107100989.00.75.05.46.74.75.010425073789487=--R- IP..10-.:-. I-gg_ - 1,7Extreme wxFairly fresh.Drillsfairly well.lost breaksacross Core' -po85lishedsite kens ides 'Fresh.Some minorpowdering of feldspar.phenocrysts.Minor50-Chloritepowdering on joints.Fresh.Drills we.well,Curved joint-Parts on chlorite-highly chloritie.,,smearedstriatedslickensidedslippery joints.,75: Joint-chloritesmearedcoated-striated4-f- f-/--t-1- + +-I--1-_,i.'l-+-t-t- 1-I-i-_.,_if" +---7---_--Diabase, Dark gray, fine-grained,zwith small scattered dark greenphonocrysts and scattered small:white feldspathic phenocrystspeckling,--_-,AdiIPA1!I1PP-BOTTOMOF BORING--:_-:7:--:--L'-:-:-::--...:-:.::-----7:-..;..:":-:020NN- Standard penetration resiatance, blows/ftececovered/lengthR- Length r cored, 'itRQD - Length of sound core 4 in. and longer/length cored, %U- Undisturbed sampless - Shelby tube. N - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GMD- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityS- Split spoon samplea Groundwater_ounNOTESSEABROOK STATIONPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYa trilled engineets rcDate:October 4, 1973Project 7296PAGE LOG OF BORING OEOTECHNICAL ENGINEERS INC.
BORING LOCATIONN16553, E90235;OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHNov. 10  1973/Nov. 14, 1973,CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH243.6ftDRILLED BYWarren Geergn, ilICIA , P. Schaeble, J. HarrisGROUND EL (MSL)-9.1ftDEPTH TO WATER/DATE Tidalft /- LOGGED BYSoil - K. Polk; Rock - J. R. Rand EL.MSLftSAMPLERATEOFADV.min/ftWATERor RQDCONTENTPRESSURE TESTSTRIKE, DIPF = FoliationJ - JointC-,,-- ContactB = Bedding44 QSOIL AND ROCK DESCRIPTIONSC4 4(Weathering, defects, etc.)(Type, texture, mineralogy,9. 0color, hardness, etc.)'-' ge%GraphicIii:npsiComputed_A k10 `cm/secDepthftTypeandNo.NorRec.0111T/11110S'. Slickenaidp-9.1-20 ^719-346_0_730-4L7- 60-80 -,7-100 -7.3-120 -711-152.9-L:7[:E:-7:-720 E-:7EIS6-:29,5Si8283S4S53351*1456769652)NoneTOP_-OF TILLLight gray fine sand.Uniform; clean.Gray medium to coarse sand.Uniform; Olean; Subangular to eubrounded grains.Gray-brown gravelly sand.Widely graded; slightly silty; ubangular to eubroundedgrains; contains several gravel pieces up to 25 mm in size.Similar to 93, but sand is mostly fine to medium grained.Light gray fine to medium sand.Uniform; clean.Similar to Sample 95.p-`I_--S7S7A148/6"* 87*123TOP7[Se:-:-:OF ROCK-Brown silty sandy gravel.Widely graded; fines-are nonplutio; angular to subangulargrains; contains gravel pieces up to 30 mm in size.Light gray gravelly very silty fine sand.Uniform; fines noulastic; contains severalangular gravel pieces opts 15 mm in size.Similar to Sample S7A, but contains gravel pieces up to 36 mm in size.-33.0i-40_83979410210099100100100100100981001001001I7g989810.06. 05.05.04. 06.08.06.04.06.66.05.04.06.05.0g.g6.05.01)295049558597819690705097658385"g8888_ :.:_....I:1:7-:-,-__7.-7..----N63E, 629E F-0032W, 40SW J -0470W, 388W F -k15W, TONE SN16W, 58NE .1N21E, 35SE SMN: fiNE i :---N20E, 28N W'S : :well. Joints and part-P.Hard, but isaffected 42 l' Diorite.Fine-grained.throughout by slight to4-- 4-Fuecontact dips 55Minor wxmoderate bleaching (pre-, +Diabase. Greenish tan, bleached.-140 -713xNQ-15-7:---_:-"r 60_.7_:_--no..-:-10:7--712-.-:-x_:--140-_ NQ-1NQ-2NQ-3NQ-4NQ-5NQ-6JIQ-7NQ-8NQ-9-NQ-10_NQ-11-NQ-12-xNQ-13-,.NQ-14-INN?,..--1.7".NQ-18.-xNQ-19%/MAINxr v46 8,1some hydrothermal). Joint)" "-show minor wx effects.Diorite.Fine-grained mediumBleaching does not seem.I  tannish-gray.Moderatelyt- Talcto degrade rock strength.,. 'c.,bleached.Quartz diorite.-*z1 V2.4,0; Pyrite.,.-*,.,,.So7.2,'A%sA-'---*H36.0, Fused Intrusive contactFAIFFIiP.IIIlil/I1I1FrA.."*BleachedMabee.Bleached at top.0 DFresh and hard.Drills',Ir._ fI0 Slight wxwell.Only local and_4. Fused contact dips about 68L-*D91. 9' Diorite.Fine-grained, madI- Dminor bleaching effects....'A7,7Minor,. ,tannish gray.Some minorchloritex'..rbleaching.'I`X).'Minor wx -r. ax_ Minor wxFresh and hard. Drills-" I-;well.Minor surface vixIt" XDiorite (7) or feldspathized_ effects on some partings..,X-,I.quartzite (7).Fine-grained,Xquartzes*, prominent foliationN-.,X,,PyriteX xshowing high, but quite. Graphite( 7)-dips 63variable dips.r.p Polished slickensides; , XXDiorite.Quartzose and locally't Polished slickensides-_- DFresh and bard.Drillsz -well.Some minor wx ef-i Pyrite-feats ea joint surfaces.t Slickensided-tiljontaeTop _._,z 5 of diabase isD...bleached, hard.a.7.'Minor wxMSlickensidesFresh and hard. Drillsconchojgja well. Slickensides doPyrite-8116.3D- not appear recent, aresidescommonly on irregular,interlocking surfacers.Fresh and hard. DrillsEoInge are locally slick-eneided -144.5' slink-Polished ensides. High polish.P.r.Fine-grained, med-turn gray.Local minor bleach-log.zrKContact dips about 25vII' 111 4'2- ''',BleachedDiabase.Fine-grained, 4+grades to dark gray below6'bleached zone.A-.11,-..417Ire,irip_ACO-00I,Diortte.Fine-grained, med-ium dark gray.Irregularly" "foliated throughout.'I wwx " zy ,%rX3,>.rr,,.., Fused, welded-:,.. breed.%lam0.0 29.30.011P-alickensides-145,-_e@NN- Standard penetration resistance, blows/ftRec - Length recovered/length cored, %RQD -Length of sound core 4 in. and longer'/lengthcored, %s- Split spoon sample.GroundwaterU- Undisturbed sampless - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- Osterberg0- GmD- Drilling breakk.. Coefficient ofwx- Weathered, weatheringpermeabilityNOTES1)-Roller bitted to 40.5 ft2)-No clays present; therefore no watercontents were determined.3)- This is only a partial list of dip andstrike data.* - 300 lb. hammer used.SEABROOK BTATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYg utted eretneers II 07110.11ANII MCDate; November 23, 1973Project 7286PAGEIof2ILOG OF -BORINGADT 18(1) GEOTECHNICAL ENGINEERS INC.
BORING LOCATIONNI6553, E9023N OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHNov. 10, 1973/Nov. 14. 1973,CASING ID3 in.CORE SIZE1-7/8 in.ftTOTAL DEPTH243.6ftDRILLED BYWarren George, Inc.;, P. Schaeble, J. HarrisGROUND EL (MSL) -9.1ftDEPTH TO WATER/DATE Tidalft /- LOGGED BYSoil - K. Polk; Rock - J. R. Rand EL.MOB.ftSAMPLERATEOFADV.min/ftWATERor RQDCONTENTPRESSURE TESTSTRIKE, DIPF = Foliationj = JointC = ContactB = Beddingie NSOIL AND ROCK DESCRIPTIONSlia'a(Weathering, defects, etc.)(Type, texture, mineralogy,518 z_ FA%GraphicgmpsiComputedA k10-'cm/secDepthftTypeandNo.NorRec." " '110S = SlickensideCONTINUED FROM PREVIOUS PAGE-2M.9- 60-180-200-220-240-RE.7--9ff.:1801',I,,Ii i. N Q - 2 9.IA NQ-21IIt, NQ-22Ia NQ-23IIQ-24kIINQ-25...II 14Q-26iA QN -27IA NQ-2811a NQ-291INQ-30gI,.NQ-31IIAIIa NQ-931IQ-34iIIIAIIQ-371I]Q-38IQ491001001001001001001001001001009910097100100100100100981006.04.05. 05.05.05. 05.06.04.05.05.06,05.05. 05.05.05.05.05.05.09788946910087616090888 06782879252011006014 41,19.3/II0.0a100N81E, 35SE J ----N42W, SONE aN OW, 76NE SN 0E, 44NE J_1478W, 608W F -1426E, 71NW F 1titR; g2U S'1473w,3W, 68SW S -N20E, 70SE C .hT3OW, 40NE J -N82W, 48NE F :N73W, 30NE JN21W, 49NE C - -N55E, 80NW C --:NOSE, 34NW S --:5rIM: NIP7N20E, 64NWT - ,:, 'N58E, 46NW J :N75E, 275E J :NOSE, 44NW S 7N12E, 1514w 3 ,:-N57E, 1214W S -WISE, 57SE a :_1164W, 64NE S :-NIOE, 651f1W J :-N16E, 3414E S ---N32E, 325E S --1411W, 38NE J --N57E, 88NW J --"N44W, 74SW S_:-N90E, 35SJ :N45E, 42NWJ rN23E, 765E C -:,--:170Fresh and hard. Drillswell. Only very minorwx effects on jointsand partings.Pyrite55ft"so -X e 5,-. ..Diorite.Fine-grained,-...11 '''medium dark gray.Irreg tarty foliated throughout.A:-',Diabase_A A .1,x  .._x .z hard. Drills166.8,Fresh and'.60. 04-+-4.71 168.91Diabase.Unbleached.Diabase is tan-well.ri 0..1- +Intrusive contact dips 50bleached, but adjacent$ aBleached tan. Fine- 7diorite is not bleached. +,piorite0,__grained.Hard..9Shart contacts.51Slickensides-Moderathly to severelyApparentlywx.Softened. Locallyweldedweak.SlickensidesPyriteFresh and hard. Local;,slickenaidesslickensided zonesIlated to folding.Pyrite'.....1:-  Fused contact dips 800_x x >0 x xDiorite.Fine-grained,-A .X xmedium gray.-xafused intrusive contact -',lin. 5,1=11arIII-ril00.03_,.,Fihety."-,,, 'Coarsegirl .45.189I11,1appear tobe old. Re- tZ61L'_-4_,t_..1 x- . I-.AQuartzite(?) Thinly foliated,--- Fusedvariable dips.Fine-grained, 2r---,brecciamedium gray.-, ,..Quartzite, as above.Well--  '.-foliated.--'.. . '-'-'-..'...Fused feldspathized contact-,' BleachedFresh and hard. Lo---.202.0 'a0 Moderate wxcatty subject to slight -'---n-Tphanitic rock-quartz eyes.--!to moderate wx effects -'-'''-Yk  x- Quartzite Bleached (hydrothermal?).-i Moderate wxon joint surfaces.x, 5 >Diorite.Mixed medium fineqHighly polished slick- Vxs Grayquartz diorite.Coarse--enaides at 113'. Also,,,  Localgrained quartz diorite and:It Highly polishedat 117. 6','`,e x , Bleached quartzitic,6 smooth shaken-X X x..:-sides, dip 60_2176,' :IQ-32I.30a.., 08.600.02iHighly polishedHard, but bleached5 ), 5'Diorite.Bleached throughoutelickensidesthroughout to lightX Xfi :Slight wxgreenish tan. Presume.: ,. ..,to light greenish tan. Fine--grained quartzose.-Dhydrothermal bleach..e x-Hard, but bleached'' ''' ,Fused contact dips about 600226.0:DDiabase.Bleached to lightthroughout,Drills. tA..1:1,Slight weMinor surface+ .I - .1.-greenish tan.Fine-grained ...:well.MTalcwe effects on joints.4- Joints are not shaken- 4 -4speckling...._sided.1- 4--:-O1 1- 1:gnu, Fused contact. Irregular din .__.-/ gir.175.80.015P,x X ADiorite,Bleached.Fine--,),A-1 x atYgrained, greenish tan,--BOTTOM-OF BORINGr-__--_-..-=_-_:-_X Note: High-polish "joint" at7213':Strike,,N45W,Dip 61 NE----'7.,------..-gga0NN- Standard penetration resiatanoe, blows/ftRea - Length recovered/length cored, %RQD - length of sound core 4 in. and longer/length cored, %a_ Split spoon sample.4. GroundwaterU- Undisturbed sampless - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GETD- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTESx - Oriented core.USEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYMW enginsasDate: November 23, 1973Project 7286PAGE2of2ILOG OF BORINGADT 16t42011ISCIINICAL IINGINECHS INC,
'BORING LOCATIONN16571, E90280; OffshoreVerticalBEARINGDATE START/FINISHJan, 4, 1974/Jan. 7, 1974CASING ID3 in.CORE SIZE1-7/8 in,TOTAL DEPTH240.3ftDRILLED BYWarren George, Inc.; P. Schaeble, J. HarrisGROUND EL (M8L) -4.0ftDEPTH TO WATER/DATE ft  / LOGGED BYSoil - K. Polk: Rock - J, R. Ran EL.MSLftSAMPLERATEOFADV.mm/ftcvsNELIT orRQDPRESSURE TESTSTRIKE, DIPF = FJ =Joioliati onntC "ContactB = BeddingSOIL AND ROCK DESCRIPTIONSa.) Pgg 1(Weathering, defects, etc.)(Type, texture, mineralogy,Q%Graphiclf,MpsiComputed400- em/secDepthftTypeandNo.NorReo.IIIIIIR.= Simkenald-4.0-20-7-40-_602-100--120--140---7-10-:1-20-:--30_-1)3)NoneTOPOF ROCK--...__-------_-40-:---_:-5:--_---..7-:7:9000.----12 -_.7-131:--141:NQNQ-2NQ-3-NQ-4-NQ-5NQ-6NQ-7= NQ-8NQ-9-NQ-10NQ-11NQ-12NQ-13. NQ-14NQ-15NQ-12)100100100100100100100100100lOft00001001001001005.05,25.34)5,-11853687103100100631000807875988298876)N62W, 61NE JN79W, 25NE Jf4,93k. RE iN11W., 638W CN76W, 39NE JN 7W, 42SW 3N73W, 29NE JPyriteFresh and hard.DrillsDiorite.Fine-grained, medium :well.Minor surface wex , 0dark gray.Generally massiveILeffects on joints and partings, , Y Itexture.-.,, ..,....::Sligh WeFresh and hard.Drills, ) ,,well.Local slight wx onw w vpartings.Partings dip 10-'to 20.Few high angle, "Y 0 Vojints .wvw x )Slight wx-P7'--'tact dips 300'-e-+C) e'i2.56.9 *IIAp411AFrOl104railFor,A1II+. 4- .59.0,..,.Lx25n contact diOpens1 -,6----P-63.-._,_0 6-Diabase.Fine, feldspar spots.Open contact dips 30_2_-.:'-..., 67.7Slight wx,..DFresh and hard.Drillsv . -.,, Slight-well.Joints and partings,,vbleaching--, : effect-are not wx. Not slickensided-Diorite.Fine-grahted, medium--. 0 vdark gray.Irregularly foliated z)).throughout.Some very vague: 0avbleaching effects, 84-85'...---,- _Welded breccia--Fresh and hard.Drills$ ., , Minor bleaching--._very well.Polished slick-e a-v v-ensides 06 98.6' on 60' foil-a v Diorite.Fine-grained, medium.;ation plane.Apparent minor.1.`-??,..dark gray.Locally foliated.:palehedhydrothermal bleaching at)` f.: s.--.92'.Joints are clean.,--_-1-slickensides _di s 38&deg;...;:.:___103.i_ClEr.=1_pttact;::Ill),.-:it.ea-11111, +.4- , Chill zone-brown'0+' 1.471*. 4Diabase. %verily, fine-I k."-",e,-;!"-.0 1"g'rqused diorite inclusion at0Fresh resh and hard.Drillswell.Joints and partings1.- k- 7109. 6 - 110. 0'-Subvertioal show only very minor nor-1,4-jointface wx effects.4-I.'+ J-gray, sub-black throughout.+ +- Brownish at chilled contacts..--_-... Prominent-1-.4--r_ . feldsparI-+ +17). i- +-spotting-i 7Fresh anar.Drills4- I--Fhd hdDill0-mi., t1, well.Graphitic partings,. F 4- F...Fused contact dips 71 Chilled-G-o,lrivute'''-rap135' to 138', appear pal-05" 132.0,Morite.Quartzose.Fine-.striatedJelled, but are nut onv 7+ 1-v a. vgrained, dark gray with irregularPolishedplanar surfaces.-graphitev acontorted foliation throughout.No meaningful dip direction.-:7,xX4 IC143.--7N- Standard penetration resistance, blows/ftRae - Length recovered/length cored, %sound core 4 in. and longer/length cored, %RQD - Length of souS- Split spoon eample.; Groundwater- Undisturbed eamples  Shelby tubeN - DenisonF- Fixed pistonP - Pitcher Osterberg0- GEI- Drilling breakIt - Coefficient ofam Weathered, weatheringpermeabilityNOTES1)Washed through soil to 33.5 ft.Na sample taken.2)Roller bitted to 34.8 ft.3)No clays present, therefore, nowater contents were determined.4)Drilling rates for NQ-4 throughNQ-13 are 5 to 7 minutes per ft.5)Drilling rates for NQ-14 throughQ-375$ 5 to 10 minutes per ft.SEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYFA/ mead englneas  wowerwtwo W.11611,  ...........,...-n-,--Date: January 14, 1974Project 7286PAGE1of2MC OF BORING ADT 16A(1) GlaCRISCHNICAL nISOINZERS 1NC, BORING LOCATIONN16571, E90280; OffshoreVerticalBEARINGDATE START/FINISHJan, 4, 1974/Jan. 7, 1974,CASING ID 1-7/8 in.240.3ftWarren George, Inc. ; P. Schaeble, J. HarrisGROUND EL (MSL)-4.0 ftft  / LOGGED BYSoil - K. Polk; Rook - J. R. Rand ELMSLftSAMPLERATEOFADV.min/ftCONTENTer INDPRESSURE TESTSTRIKE, DTPF = FoliationJ =JointC = ContactB -.* Beddingre PSOIL AND ROCK DESCRIPTIONS(Weathering, defects, etc. )(Type, texture, mineraloyy,ppcolor, hardness, etc. )Y%Graphic,1Mp0iComputed k10em/BeeBegat'TypeIandftNo.NorRec.(.((iyi(190S = SlickeraistCONTINUED  FROM PREVIOUS PACE-160-180-200-2206-24050160080901001101III340INQ-17iiNQ-18INQ-19..Idi NQ-20I;LNQ-21II6NQ-22I NQ-23'1 Q-24I1!.Q-25I16 Q-266 Q-27Iii @-28L. Q-29I1Q-30II" Q-31aI Q-32.,.L.1-34ii1a NQ-35Ii NQ-3INO-3100100100928598100100100100881021001009810093989210083000092859410197100100100se 17883100Kitik; RaiffN45W, 279W JN25W, 56NE JN61W, 358W JN84E, 67SE FN11W, 18SW SN23E, 50SE F/447E, 76SE FN25E, 76SE JN 5E, 34NW JN5OW, 26NE JN74W, GONE JN11E, 11NW JN 6W, 24NE JN21E, 20NW J0671W, 37NE J5436W, Vert. JN 9W, 63NEMt; liSe'NNW, SONE FN28W, 525W SN 1W, 51SW49W, 29SW JWISE, 29NW J N86E, 27SE9658W,58W, 58NE CN32W, 36SW JN 5E, 66SE JN55E, 73NW JN57E, 30SEN24E, 400W CN76E, 62SE JN72E, 65SE JN6OW, 258W-Fresh and hard.DrillsI 7.-very well.Joints and part-*s *OrientDiorite.Fine-grained, dark .7.ings are fresh, not slick-Iensided. a ..y.gray quartzose.Irregularly 7a y'foliated throughout._- s r-_.1 )-.0.V...r a--Fresh and hard.Drills a.,-a v a..Diorite.Fine-grained, dark -well.Joints and partings .., ,gray.Irregularly foliated--throughout.-clean.Tends locally toa....,,,..--paon high-angle foliation. r.-portCa r---.i7a.',.*-VFoliation.>< rt r" MinorDiorite.')t '','Bleachlight__--...-)..'diorite.Shows minor greenish hydro-  y ',7 ...*-,thermal bleaching.Hard.,... ),.Coarse-grained,greenish gray grano-Some minor hydro-thermal alteration :-..._.---,.',Diorite(?)Fine-grained, med-*I'..."
* Coarseium dark gray.May be-.,r.-a,-acquartzite ( ? I--Fresh and hard.Bleachedz___-* ,Veined contact dips 60as ", --, 119 0.1i antiofti11-locally hydrothermally.t_ 1... 4.Diabase. Fine grained, bleached-Joints and partings are not4-- CBleach tannish gray. Bleaching digs:+-4._slickensided.-+-out at about 196.3,+ 4- ' Becomes. -acesDiabase. Fine-med. dark , -,)--tir't--1 dark gray gray. Fused contact dips 60" :1,,.Not wx.Subject to hydro-;'ac X198.8Ithermal alteration,Bleach-1 .,',.,),., BleachGranodiorite. Medium 7lag.Joints and partings not l''-.'Possible fault-Itcoarse-grained, lightr.r.-, Groutalickensided.'',..,*,2tighttannish gray.---talcBleach,__.....=,e' ...,, ' '''' Blh-.r .1'-Y Fused fault (7)-t-,:%I.4; Quartzite(7)Diorite. Fine-7X*. 5 1,'grained light brownish : Fresh and hard.Drills well.)7-. .77_' Quartz-feld-gray.iI' 24 0-0 spar peg.Diorite-granodiorite.BleachedMedium to medium-Locally bleached (hydro-1,.. 14 'sfine grained, light tan -7thermal alteration) but is not t`' "'X ),..'niah gray (due to hydra-.1)4theal alteration).rmaterially softened.s Bleachedthermal*Locally unbleached.-'''' 'Pegmatite-, ,e3Em Bleached diabase Fused contact dips 37`r1ml't..--,:-.7. 1.1230. 7.Fresh and hand.'Fresh+ i- .e BleachedDiabase.Fine-grained,light tannish gray.f + -,i Not- t" +,BleachedDiabase.Dark gray.-. _ ..-iBOTTOMOF BORING"....::-7-N- Standard penetration reelstanes, blows/ffRoo - length recovered/length nand, %RCM - Length of sound cora 4 In. and looger/length cored, %8- Split spoon sample; GroundwaterU- Undieturbed samples8 - Shelby tubeN - DenisonF- Fixed MelonP - Pitcher0- Osterberg0- GM- Drilling breakIt - Coefficient ofvat- Weathered, weatheringpermeability'NOTES6)This Is only a partial list of dip andstrike data.x - Oriented core.SEABROOK ST ATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANY0 mead engine= .- -Date, January 14, 1974Project 7286PAGE22ILOG OF BORINGADT 16Aoncsnacwwm.i. ZNOINKBPLI INC.
BORING LOCATIONN16545, E90195; OffshoreINCLINATIONVerticalDATE START/FINISHJan. 81974/Jan. 14, 1974CASING 1133 in.CORE SIZE1-7/8 in.TOTAL DEPTH240.0ftDRILLED BYWarren George, Inc. ; P. Schaeble, J. HarrisGROUND EL IMSL)  -8.3ftf  / - J. R. Rand EL.MSLftSAMPLERATEOFADV.rnin/fCaT,BIT er RQDPR SSURE TESTSTRIKE,KE . DIPF = Foliation,1 = JointC = ContactE = BeddingSOIL AND ROCK DESCRIPTIONSr,1rn ;14(Type, texture, mineralogy,0 tzcolor, hardness, etc.) alDepthfTypoandNo.NorDec.1kGraphicgmpsiComputedk10-4cm/sec-8. 300S = Slio ellflill.80 ---100---120 ---140--::...---:10_:.::-20.---:L30--1)3)NoneTOPOF ROCK---_-..---------7.:36.-:-40-:-::40-_,7760--:::70:-----_:-90:-:-^10107120:-:1430-7-:44--NQ-1NQ-2NQ-3NQ-4NQ-1NQ-6NQ-7NQ-8,,,Q-9NQ-10NQ-11NQ-12NQ-1398001009810000100999497981000049390799410010093979393870090N79E,31NW .1N45E,66SE JN42E,58SE SN29W,30NE SN59W,41NE .7N50E,76sE cN79W,68NE JN34E,89NW CN25E,34NW CN31W,67SW SN68E,29SW JN36W,58NE Sa.1Ik611"1.,k71iiVEiiE!".:..z.!11--I.!iII1I111ii!El;I,It'IIielriteFresh and hard.Drillsvery well.Very minorsurface wx effects on jointrl"and partings.No slicken-Manganesesides.Fresh and hard.Drillsvery well.Minor surface,_,wx effects on joints andlax*.VI).v'X S. Xy .. Ay>,."7"x a  v* Y S3.<').'X0 a .0x a . 0505 X a v. N' v V 'Ax  r 4' x r ra NVY, ),aj< a xmediumDiorite.Mixed fine-grained-foliated dark gray diorite in-medium-coarse-grained,gray granodiorite.Foliation in fine-grained dio-:rite is wavy, irregular._ --- -Diorite.Fine-grained, dark' 7.grey.Internally complex fold- :ing.TranwittnnolFlaeri C,rntnet-,iIIIPA01/II4I11IIIiIP4111Ppartings. Not slickenside. , Icy, 1*Da x .Foliationa v. av Y V.Verye-graine d, thnly lami-nated, wavy, drag-folded lami--one.Pinkish brown and dark-gyaaltisattglei:..Chert, as above. Contact dips 55"Fresh and hard.Drills4-4--4-4-very well.Very minor4t,..surface wx effects on4- ,  I-Joints andNo 4_4_4_partings.X ,,Diabase.Fine-grained, dark ..".;gray.No bleaching..-6 7,Fused contact dips 550 slickenaides. a. ay":4 v XX V ),v x y v.1,.1.Xa 4*.a v-1,x aPolishedFresh and hard.Drills" ' CslickensidesX 14 ,very well.Small polish y ,on 20 partingsed slickensides ata a 96.6-99.7, on low-.". ,`055angle partings.Not7 7Pyritebleached,y yv v aDiorite.Fine-grained, medium-dark gray.Locally vaguely -foliated.Pyrite disseminatedlocally.-----Diorite.Fine-grained, mediurftdart gray.Fairly massive.: -.--i9 .Open coritaot dips 20-1---i-1-1-4-1-v1-+-4-1-,..,- ...Fresh.Not bleached. .-'14- 'DHard.Drills well.Joints 4- +- t.Slight polish'Diabase.Fine-grained, dark.gray.Not bleached.-' Fused contact dips 5e7122.2are fresh to very minor4: 0 surface wx effects.Not0 . . slickensided.y So"...a" -'...'Diorite.Fine-grained, mediumdesk gray.Contorted foliation*.Irregular intrusive contact cts7(t:128.4Fresh and hard.Drillswell.Minor chlorite on.1- ,--f 1-4 .1-1-f "1" l' 1'4.1-v* ,_,.. 7_Diabase.Dark gray, fine-...grained.Not bleached.--.-37 7, Jagged intrusive contact-fused. -Chlorite-some joints and partings,striatedNot polished,Not 'ax.-Not blpached1aa...* w.7x7-...,..Diorite.Fine-grained medium:dark gray. Wavy irregularfoliation. Quartz diorite.:1424--NN- Standard penetration resistance, blows/ftRan - Length recovered/length cored, %RQD - Length of aound core 4 in. and longer/length cored, %- Split spoon sampleZ GroundwaterU- Undisturbed sampless - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GE1- Drilling breakk- Coefficient ofWa- Weathered, weatheringpermeabilityNOTES)No samples taken.2)Roller bitted to 38.0 ft.3)No (days present; therefore no watercontents were determined.4)Drill time for entire boring from 8 to15 minutes per foot.x - Oriented coreSEABROOK STATIONPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYg silted engineers . ---. IrcDate:April 11, 1974Project 7286PAGE12_ofILOG OF BORINGADT 16B(1) GEOTECHNIGAL ENGINEERS INC.
BORING LOCATIONN16545, E90185; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHJan. 8, 1974/Jan. 14, 1974,CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH240.0ftDRILLED BYWarren George, Inc.; P. Schaeble, J. HarrisGROUND EL (MSL)-8.3ftDEPTH TO WATER/DATE ft  /Soil - K. Polk;Rock - J. ft. Rand EL.MELftSAMPLERATEOFADV.Mild(orRQDCvalmPRESSURE TESTSTRIKE, DIP=FFoliationJ = JointC =ContactB = BeddingQSOIL AND ROCK DESCRIPTIONS(Weathering, defects, eta.)(Type, texture, mineralogy,cgcolor, hardness, etc.)CO%GraphicBM.paComputedk0em/secDepthftTypeandNo.NorRoe.1108 =Slicki CONTINUED FROM PREVIOUS PAGE-160,.-200-..-220-:-240,-142.4'_-15 .1:-161v.> 1811L.-20./1.:_,121.-..420!'L235-,19.!NQ-23NQ-1.IN-NQ111NQ-Iiii NQ- ;1NQ-1 iii!NQ-20Q-211NQ-221 Q-24Q 25Q-26: Q-27Q-281Q 25I Q-31Q-32! Q-33I001001001000010010097100100100100100100100921001000010010010088937310097971008895100909858909710094iIrdi5Pix/1/4N36W,58NE SN35W, 34SW CN13W, 38SW JN26E, 53NW JN72W, 51SW FN36W, 41NE SN26W, SINESNOSE, 52NW5N78E, 680E JN S W, Z1NE SN82W, 76SW FN31E, 3411WSN 8W, 41NE FN29W, 329W SN8OW, 52NE JN59E, 768E FN41E, 43NW JN OE, SBNE FN63W, 500W JN72W, 71NE JN86W, 36SW FN89E, BONE SNOSE, 510W FN46E, 60SE JN85W, 78NE SN64E, 598E FN25W, 42SW JN32E, 57SE JMgvEv,' LIM tN22E, 31NW JN52W, 33NE J1,,,gn: tm 5N41E, 36SE FN80E, 71NW JrigH, MEW fLlis'4.Open contact dips247.0Diabase.Dark gayi0 4,n,!.k-,-;;Fresh.Hard.Drillswell.Joints and partingare not slickensided.Graphite-polishedMinor polishFresh and hard.DrillsGraphitewell.Joints and partingshow only very minor suiGraphiteface sex effects.Minorbleaching at 169-170'.Fresh and hard. Drillsvery well. Not slick-ensided.0Fresh and hard. Notslickensided.DrillsMinor slick-well.Only very minaensidessurface wx effects onPyritejoints and partings.in or wxSurface powdera sa- Y aY. yv ssv.r.s irv ir viOpen contact dips 35Diorite.Quartzose.Fine-grained, medium dark gray.Wavy,foliated.Steep dips.Fused,weldedbrecciaBleachDiorite.Fine-grainedBleachdart gray.Irregular wavyfoliation. Slightly bleached,medium-grained at 168' and169'. Fused contacts.Diorite.Fine-grained,medium dark gray quartzdiorite. Vaguely to widelyfoliated throughout.Diorite.Mixed fine-graineddark gray quartz dioriteand medium-coarse, medigray granodiorite. Locallyfoliated.Fine-grained, dark gray.Fused contact dips about 60225 0;. 4i,s '7' r iiis s sv.s-,,,,,,,a. ac,KS'aa.'"Y .. Ys s s.,4 vavY . yA X 7 VY a a,a Y vY v Vx k a v),aYa V Vs v ss., a ,..,, ,,,,,x' x --,*';4'.>':s.'isi5svixissyX X XXs ss.,$ Y a asx x xV V . A0 a aV X. >4 ,X X,II.1.4.,Fresh, but bleached byhydrothermal alteration.Not wx.Not slickenside,Fresh.Bleached.High-.Iangle veinlets.Striated-slickensides1 Not polishedAT( l'x )tx)4 >e,X $ Yi'N><S X ).X )4'X s V'Quartz diorite.Granodio-Bleachedrite.Medium coarse-throughout grained, medium lightgreenish-gray.Feldsparveining is tight.Bleached-241r_-:..:i--::BorromOF BORINGicN-Standard penetration resistance, blows/ftRea - Length recovered/length cored, %RQD - Length of sound core 4 In. and longer/length cored, %S.- Split spoon sampleif GroundwaterU- Undisturbed samplesS  Shelby tubeN - DenisonF- Fixed pistonp - Pitcher0- Osterberg0- GET- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTESSEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYa uated engineers . connive.. InC.Date:April H, 1974Project 7288PAGE2of2LOG OF BORINGADT 16B(1) ClaCITECHIVICAL BORING LOCATION2416493, E90257; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHJan. 14, 1974/Jan. 17, 1974CASING ID3 in.CORE SIZE1-7/9 in.TOTAL DEPTH238,5ftDRILLED BYWarren George, Inc.; P.Schaeble. J. HarrisGROUND EL (MSL) -5.5ftDEPTH TO WATER/DATE Tidalft  /- LOGGED BYSoil - K. Polk; Rock -3, R. Rand EL.MSLftSAMPLERATEOFADV.nain/fWATERCONTENT .srR -QDPRESSURE TESTSTRIKE, DIP=FFoliationC =JointC = ContactB = BeddingSOIL AND ROCK DESCRIPTIONS(.4a 1(Weathering, defects, etc.)(Type, texture, mineralogy,0'-'color, hardness, etc.)I-I%GraphicKMpsiComputed, k10-8ciu/secDepthTypeandNo.NorRec.5.51,111111nS = Slickenside-40.--80-C...-.-120 -,.-140 -'-_40---:-20--)2)NoneTOPOF ROCKN34E, 47SE SN61W, 34NE S1443W, 728W SN57W, 27NE SN45W, 28NEJN18E, 6124W J1474E, 550E SN84W, 538W JN 6W, 4214E 5N50E, 5424W SN54W, 51SW FN64W, 67NE SN165, 22SE JN 7E. 75NW SN3OW, 46NE 8N89W, 27NE J2422W, 548W JN82E, 31NW JN 4W, 38NE F1461W, 33NE JN78W, 36NE j2413W, 66NE JN 3E, 41SE FN44W, 67NE F1421W, 52NE J242I2E, 44SE FtiiM: ME 5N77W, 35NE JNUE , 1424W S2480W, 66SWN62E, 1424W 32450W, 18NE JN76W, 60SW SN36W, 54NE SN 8W, 3814E JN14E 327W, 472452W, 4624E FNSE,2488W',7604EwJsN15E, 40NW 8.--StriatedFresh and hard=dss'i - >4Diorite.Medium coarse-rustyject to minor surface!,/4,,,grained, medium gray.Minorwx effects on jointsxis r xit x r ,-rustyand partings,17.,___30. 3'-23--:-7:':. 0_-:---..:-60-------70-:140:Zw90.:---101-:-1--11 i:...i420!---:-' i30_-:-:440-:_ NQ-1i NQ-2I NQ-3240-4I NQ-5I NQ 6I N 7NQ-81Q-101NQ-111NQ-12!NQ-13!NQ 14!HQ-1514Q-16!NQ 17240-18INQ-19I Q-201 NQ-21!NQ-22I NQ-23NQ-24Q-25!!NQ-26! NQ -2 71NQ 2810010010010010083100100961001001001001001001001001001001001001009797100100100008.08.08.810.09.310.08.51.210.710.08.010.69.410.011.07.08.411.69 810.29.69.48.210.611.48,88.08.4463300336167059438583628075535062471650437885 285324WANIIIIIMIIIIAguava(%MaNote: Bleached7,31.41-7Diabase.Tanbleached.rArA/0 liadiabase.At 31.41....Contact veined, , ipakis fused fault surface..t.gx7V*36.5 t '.-s, .;.b.-,-,-=Dia ase.Dark gray. Fine.tr.:.-'-::40Open rusty contact dips 35Calcite veinFresh and hard. MinorMinor rustya a aDiorite.Fine-grained, darkManganeserusty wx effects ongray.Vague wavy foliation.some joint and parting 1Minor rustyxa a'iv r r 0Diorite.Fine, medium darkMinor rustyv xPyriteI ,.a',gray.V`,a I, .-Fresh and hard. MinorDiorite.Fine-grained, darksurface wx effects onI w
* I'')a xgray.Fairly massive.joints and partings.)Fused contact dips 20Not slickensided. s* s.,66. 41 rAPTA/Frii11FA-a -s- -XDiabase.Fine, dark grayManganese2"7.77.,":x a, xRough open contact dips 4014 ADiorite.Fine-grained, medium-V w xa. a I,ark gray.' a aa'Fresh and hard. Drills*aDiorite.Fine-grained, medic_Striatedwell.Joints and part- dark gray.Locally shows-hip show only minoravaguesurface wx effectsr a'T V V wavy foliation.Partings are not slick-* .ensided.No bleaching. a V Y.d.. VVa x 1Ca's.itb w /-Diorite.Fine-grained, darkFresh and hard.Some r x .gray.Vague wavy foliation,*.-Pyriteminor chlorite on joints C" SCandartings.Pa ,, .is xa'a a ainort a a..chloriteaSs ax aDiorite.Quartzose,Fine-Minora a agrained, medium dark gray.chlorite.x8Fresh and hard. Joints8 .Locally vague foliation textures.MinoriChloriteand partings not slick-* a tensided.Show minorN._.,*Pyrite.:surface wx effects,Pyritea a }4a a w .Diorite.Fine-grained, med-'WW 7ium dark to dark gray. Quart-a a'well.Some joints show a *'case.Vague wavy foliationminor surface wx ef-r x a Afabric throughout.-feats.No bleaching.* s, a777'x-x aV ) ..t'a. a `A )lows_Fresh and hard. Drills..,;;_azOpendips 37Iracontact rr AiIn,KgrdirFAIAS'VA1/F iIverv well,7ON- Standard penetration resistance, blows/ftlien - Length recovered/length cored, %RQD - Length of sound care 4 in. end longer/length cored, %S- Split spoon sample; GrOundwaterU- Undisturbed samples8- Shelby tube24- DenisonF- Fixed pistonP - Pitcher0- Osterberg0- GEI- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTES1)- Washed through soil 0-23'.Nowimples taken.2)- No clays present; therefore nowater contents were determined.x - Oriented core.SEABROOK STATIONPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANY0 Med engineers , --Date:April 17, 1974Project 7280PAGE1of 2 LOG OF BORING ADT 16C 11:1) .0BOTECHNIGAI. ENGINEERS Ira.
BORING LOCATION1116493, E90257; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHJan. 14, 1974/Jan. 17, 1974CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH238.5ftDRILLED BYWarren George, Inc. ; P. Schaeble, J. HarrisGROUND EL (MSL) -5.5 ftDEPTH TO WATER/DATE Tidalft  / LOGGED BYSoil - K. Polk; Rock -3. R. RandEL.MSLftSAMPLERATEOFADV,min/ftCuTEIT orRQDPRESSURE TESTSTRIKE, DIP=FFoliationJ = JointC = ContactB = BeddingeSOIL AND ROCK DESCRIPTIONS4,1ga "C(Weathering, defects, etc. )(Type, texture, mineralogy,. Mcolor, hardness, etc.)' gaDepthftTypeandNo.y,orRec.%Graphicga-cpsiComputed4 k10-'cm/sec'"1 09SlickonaldCONTINUED FROM PREVIOUS PAGE-160-180-200-220 -.7._-240--143.:... 5 e--:,:.',-:717C.:-181:-:,-191:-0..--2 1....220---:L230-::-PaNQ-29Q-3(NQ-31NQ-31NQ-3 5..NQ-34NQ-35NQ-3tNQ-37. NQ-38NQ-3.9NQ-40NQ-41NQ -42NQ-41Q-44NQ-45, NQ-46NQ-4710098100100100100100150100100100100100100100981001009310.08.89.49.08.29.07.28.59.69.29.59.78.99.09.19. 78.69. 59.192959773826587799880475023455890829093i1Igli1.gWAirio1/1IIII:460/482E, 22SESN20E, 565E JN59W, SINE JN69E, 33SE JN5OW, 43NE J1166W, 6911E F111191//, 25WE gN26E, 6614W .7N26E, 64NW JN54W, 62N S1158W, 4411E Jii9?k,.Z0N 4W, 18NE JN41E, 35NW J112PP, tes1v/N45E, 73NW J1132E, 34SE aN16E, 39SE J1163E, 359W J1162W, 435WN58E, 1811W N83W, 11h1N78E, 65SE JN17E, 41SE SN53W, 7011E JN46E, 45SE JN 1E, UNEJ'fit-I,andd partings4- -t- not slickensided.4-t-t-Diabase.Fine-grained,dark gray. Grades to-I- .I5medium-grained at 145'.--I- -I FeldsparBecomes white feldspar -'fi ,-I- Specsspeckled at 151.'----t-,4-- throughoutFresh and hard. Drillswell.Joints and part-ings locally show, k_ Diabase.Fine-grained,striations, minoro  dark gray..4 t 4Striatedslickensides.4 4, 4-- 4-a.:contact dl's 38,166.LDiorite.Fine-grained,.+/-Striated'X /4 .).x. Diabase,medium gray. Quartzose4t4,,:,.."./.". fuseddiabase inclusion is irregFresh and hard. Drills : ' axular, fused.very well.Joints and*,,,,,* 5..4., .odiorite at be...5,177partings fresh.xlc X NFused contact dips 70Open jointCalcite coatedFresh and hard.Drills well.SomeChloritestriated chlorite on+ # 4- 4.Diabase.Fine-grained,4- T .1-dark gray with calcitek k 4phonono_ 4. 4- Calcite:1,sta 183' to 186'.fi ,-,.7.' speckling1.+4-'4-1-1-s:iDiabase, as above.1-4.17/.di  s 14________Open_patact-S Chloritejoints and partings.x , ,, PegmatiteDiorite.Fine-grained,medium dark gray quart-Slippery* Y $Chlorite'''*''.nose,Fairly well foil-ated throughoUt.*Rough'8 s%Y . 1Irregular joints.-* 5-,Fresh and hard5
* V PyriteProminent pyrite min--1, .Calcite, pyritethroughout.Joints0.---sarBreooia-ftolod eralization with calcite. on foliationand partings show-; a-ewith calcite.Fused breccia at 208.8*-*-only minor surface'210,4'.V7.... I..wx effects.Fresh.o. .4...and hard,Minor sur--.,_.:_/2..II., 4,Fused comet dips 5FAr!..."5,rf,,rAA/IP/1Paface wx effects on77 Brown chill MIA.Not bleached.4 C. -4.e StriatedPartings.f 4- r tDiabase.Fine at top.i chlorite-t t +slickensided. 1- 1. TI- 1-1-Diabeae.Medium-fineFresh and hard. Drills _ o_ 4 tgrained, dark gray with hair-7.1very well.At 235.5,line calcite veinlets.77 I Calcitebecomes bleached74- t r- linedgradually.4 I 235.5' Rook gradually becomes4 i--4 4.bleached, transitional contactQuartz-feldspar veinlet-no calciteL'.bleaehover .5, core--t7-a::--:BOTTOMOF BORING14NN- Standard penetration resistance, blows/ftRem - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length cored, %- Split spoon sampleg. GroundwaterU- Undisturbed sampless - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GEID- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTESx - Oriented core.x - Oriented core.SEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYCal sited caginess ....NNE. InaDate;April 17, 1974Project 7280PAGE 2of 2 ILOG OF BORING ADT 16C (1) GBOTECINNICAL ENOINES11.9 BORING LOCATIONN16600, E90219; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHNov. 10, 1974/Nov, 14, 1974,CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH241.4ftDRILLED BYWarren George, Inc. IP. Schaeble. J. HarrisGROUND EL (MSL) -7,8ftDEPTH TO WATER/DATE Tidalft / LOGGED BYSoil - K. Polk; Rook - J. R Rand EL.MSLftSAMPLERATEOFADV.rnin/fCONTENTorRQDPRESSURE TESTSTRIKE, DIPF = FoliationJ = JointC = ContactE = BeddingmSOIL AND ROCK DESCRIPTIONSw -4CZ1(Type, texture, mineralogy,0 14color, hardness, etc.)4.) PII%GraphicKM.paComputedk10-4cm/seeDepthftTypeandNo.NoRec.7.8aIII08 = Slinnsid-20-,:-40 -,:,-60 -;-80 _:--100-c-120-,-140-,77-1.10-1--20---_1.30:-38 01)2)NoneTOPOP ROCK7-407:.::_7-- 0_7-77-70-..:.-_-_7-90-"--:--10C--110--:---71207a-_:--138"-7-7-14o--a41.5_NQ-1NQ-2NQ-3NQ-4-NQ-5NQ-6_04Q-7-NQ-8NQ-9-NQ-10NQ-1-11(1-12NQ-13x NQ-14K NQ-15NQ-16x NQ-17r-a NQ-1E10010010010082991009910010010097961001001001001007.07.05.06.05.07.06.06.06.06.06,07,08.08.011.08.08.08.0194652485335767974797967628833807227AVuIsurface wx effects. .1-IxMinor polishFresh and hard. Closely'a ''.'Diorite.Fine-grained,i7Minor polishspaced high-angle joints.; v. v vdark gray.Vaguely foli-ated throughout.-x.,0Joints are polished atxz:oint r xVerticalteal j42.3' and 44.5'.:y-r x ,....Ik
* tS S s__....PArei'X'.!.54.17---1i:pDinbase inclusion.FreshWMAApanodlihsharedd..Deriallose.. : ..,v1CO.-lishiny at 70.1'.Y,...,Nt....v.,...Y'YPolishedv. v.x slickensides0 .''r'''.frChilled, fused, undulatingoontact.Diorite.Fine-grained,dark gray. Quartzoee withsteep, undulating foliationthroughout.Fused contact d52570ApIIF41111idi44pi_at 70.1'Fresh and bard. Drillswell.High-angle joints t-t.T.Iare smooth, planar.iNot polished. Minor1--4-,4_4-iI- 4-Ii- -I + a-Chill zone'Diabase.Dark gray, fine-grained. Calcite piano-erysts. Generally finelycalcitic throughout.86,8,Contact dips 48..,Fresh and hard. Drills 9'Diorite.Fine-grainedvery well.Some jointsV,*.,,1dark SM. Quartzoee.are fairly smooth,x'',.xI Smoothsome pyrite coatingsJ9 V ,Diorite.Fine-grained,iion joints.'x. 9- 1,8._.vx x11ation.(May be an impure%rx X 1quartzite ? ?)Pyrite-minorI, S s.Y.14AVpolishVr )1aFresh and hard. NotA 10a S A.Diorite.Medium-fine- Smoothbleached.Joints are... 1<,grained, medium dark,jointscharacteristically plan- ..; 1,1.;gray.Local zones of fine-ar.Smooth locallyN '' v 'grained, dark gray foliatedshow high polish..0. X .r.Xquartz diorite.v55 joints-highX X X,polish-smooth65 joints-smoothX X t;A r.065 joints-smoothA x rVertical jointThin chlorite coating1, x. *.00!Chloriteon non-polished joints.Open contact dips 400'v . *1318'':,01rillA.11j,-Fresh, bard.Not Diabtuie. Dark gray, fine-bleached.Sante smoothI- i'Calcite fillingjoints.Not highly poi_i- # f',grained.,,..13a0Fusedw:  cont ctoMinor polishlobed'y.,,,Y,,Y,Y,Diorite.Fine-grained.v ,..7.__1"414''t-7ON- Standard penetration resistance, blows/ftReo - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length tiered, %S- Split spoon sampleR Groundwater- Undisturbed samplesS - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GET- Drilling break` k - Coefficient ofw.:. Weathered, weatheringpermeabilityNOTESI) - Washed through soil 0-38.Nosamplestaken.2) - No clays present; therefore nowater contents were determined.x - Oriented core.SEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYEy milted engineers 11....171017 IrCDate: April 18, 1974Pro)eet 7286PAGE 1of 2 ILOG OF BORING ADT 15D (t) GMTECHNICAL ENGINEERS INC.
BORING LOCATIONN16600, E90219; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHNov. 10, 1974/Nov. 14, 1974'CASING ID 3 in. CORE SIZE1-7/8 in.TOTAL DEPTH. 241.4ftDRILLED BYWarren George, Inc.; P. Schaeble. J. HarrisGROUND EL (MSL)-7.8 ftDEPTH TO WATER/DATE Tidalft  /- LOGGED BY Soil - K. Polk; Rock - J. R. Rand EL.MSLftSAMPLERATEOFV.mm/ftWATERerRQDCONTENTPRESSURE TESTSTRIKE, DIPF = Foliation.1 = Joint C = ContactB = Beddingal PSOIL AND ROCK DESCRIPTIONSC4 r.1(Weathering, defects, etc.)(Type, texture, mineralogy,0 Fe- XI%GraphicKMpsiComputed.,k10 ' cm/secDepthftTypeandNo.NorRec.' "1S = SlicitensidCONTINUED FROM PREVIOUS PAGE-160-180-200- 220-240 -Fused contact dips 56141.5a150NB17011809010011 l2131'II.!NQ-191i NQ-20!NQ-21!NQ-22! NQ-23iI! NQ-24IINQ-25BI:NQ-26I. NQ-27II I!NQ-29I I!,.!Q-30I II' Q-31...I1I Q-32rI Q-33III! Q-341! Q-35Q-96I Q-37100100100100981001001001001009810098100971001001001007.09.09.09.09. 00.09.010.010.012.011.010.013.012.015.014.012.0124'838588937292974292725878876654494148Pa5PAI11IN76W, 67NE SN64W, 52NE JN38W, 24SW JN89E, 32SE JILS, HNW .1NW JN55E, 24NW JN 6W, 23NE JII% 1390VE 'ISNOSE, 22SE JN34W, 72SW JNN4348E5., 3679SNwE FCN33E, 405E SN90E, 230JN15E, 16NW JN52E, 57NW SN87W, 49NE JN70E, 1474W JN55W, 1BNE JN24E, 75NW CN66W, SONE FN65W, 63NE SN15E, 45SE FN.,w, SSW JNI; MI 1N34E, 56NW JN56W, SINE JN62W, 58SWFN18E, 50SE dMt %Si'N56E, 20SE 3N1BE, 57NVV JN21E, 528E FN56W, SONE JN11W, 66NE JN35E, 69NW JOF BORING1.97.-E;..;el1,1i)1I..1.ie111;I,ill1N.E,..i..II!!,INSiHI,,....11.'V.._i1L.--lIr.';',146.6Fresh and hard. Drills+" -..1.t4-Diabase.Fine-grained, dark:very well.Joints and part 4-gray with fine calcite specksbags am clean.Local*-44-4.*scattered throughout.minor calcite coating on., .. 4. ..--joints.Not smooth or+ ' '-slickensided.4- i- 4- 4+..f.- e-,' t- a-Fresh and hard. Drills4-....dm,-)1Diabase.Fine-grained dar:kvery well.Joints and" I' ''''4 igray with prominent white calcite:.,.-.partings are not smooth,'+phenocrysts.or slickensided.No+ 4- t-I-- 4-'-:,bleaching.-4-.,..!:.,-c,175chilled contact dipstfL....;,,,:ialteinitge2.___,Fused...,-,)4'Diorite.Medium grained."-,.'''''LD en calp1,4ct di s 25 Calcite"48rAlFresh and hard. DrillsDiabase. Fine-grained near black.:"',1-well.Joints and partings,_ t.- 4.Diorite inclusion at base.CalciteFused cantact-80-t5dip-zalcite.fresh.Calcite-i"-T-t',.1are fairly185.0I IQ-28filling-fillings in some joints.,-;)-,)-.) Brown chill zone-fill*4-4-4Diabase.Fine-grained, dark:.; 42- ,i_t; 1-Igray._t-t:183.1, Fused undulating contact-raFA/A21Apra51IA13.0N57E, 71SE J-..17..500 Vein-fused fault-y x YDiorite.Medium-coarse grained-X >4'Fresh and hard.DrillsI X XImedium grained quartzose.--well.Only very minor,,.. ,, , Fine",, ,Diorite.Predominantly medium :local surface wx effects on 1-coarse grained, notably quartzos.joints and partings.Not>4.74, 5d-Calcite-sliokensided.DX .Xmedium gray.Local zones offine-grained quartzose diorite.filledY. X >X X ;Granodiorite, locally porphyritiu.:_X x Xx x . w  Fine-x v ,Y *5;-X '-:X-Fresh and hard.Drillsk y. kDiorite.Predominantly medium-"Minorm-vcoarse grained, with white feld--striatedvery well.Joints and-partings show only very'' e-minor surface wx effects.WeldedMedium gray.Not bleached.Xx )1v, ,,, breccia-:X X I-Fresh and hard.Drills"'well.Minor surface wxkk ,- - feldsparL-effects on joints and part-, X Ygray.-Diorite.Fine-grained, dark-ings.v ,, ,---:nWflir, UNABOTTOM--:-Z!::':.:`RalIllN- Standard penetration resistance, blows/ftRes - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length oared, %s- Split apoon aample.i, GroundwaterU- Undisturbed samplesS - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- Osterberg0- GEID- Drilling breakk - Coeffloient ofwx- Weathered, weatheringpermeabilityNOTESSEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYel uitiad ermines's .can.1.4-11711e.Date: April 18, 1974Project 7286PAGE22ILOG OF BORINGADT 160CI) CIECITSCHNICAL ENGINE:MAR INC.
BORING LOCATIONoffshore 1017552. E93840INCLINATIONVerticalBEARINGDATE START/FINISHJime 15, 1975/June 16, 1975CASING ID3-6in,1-1/8In.TOTAL DEPTH195.3ftDRILLED BYWarren George Inc.; J. Johnston, P. SeheableGROUND EL-42,4 ftDEPTH TO WATER/DATE Tidalft  / LOGGED BY Soil/Rock - F. X. BelliniEL.tSAMPLERATEOFADV,min/ftWATERor RQDCONTENTPRESSURE TESTSTRIKE, DIP": Foliationj =.- join,C = Contact5 - Slickensidesto n(WeathSOLrn 1ering, defts, IAND ROCK DESCRIPTIONSecetc.)(Type, texture, mineralogy,0 i2color, hardness, etc.)(3 BDepthftTypeandNo.NonRec.iGraphic&PL.psiComputed4klO- 'cm/see-42,4100-60--:-80-:35-120-:40 -C-160-180 -L-.187.6-L-:rE52EAS3286381TOPOF CLAYDktagrit'C't7ty shnudnyit,;&11t1},effeig34rret. Widely graded.Fines are non-plastic, Con- =tains angular to subangular medium to coarse sand and gravel pieces up to 30mm long, :_and few shell fragments.-Light gray, fine to medium grained sand, clean and uniform.Rounded to subrounded:grains.--Similar to Sample 2.-14.Y20-:[Si-t.-F..r7[54[S7Egg9628ETOPOF TILLLayered gray fine grained silty sand and gray silty clay (small recovery).--Gray silty clay.Medium plaaticity, very slow reaction to shaking test, medium to:high dry strength.Contains a few pockets of fine sand up to 5mm thick.----Similar to Sample 5, but with 10-30mm light and dark gray layers and a 4ram fine sand :layer.---Similar to Sample 6.--similar to6'silt and silty fine sand. 2-15mm thiclq silt shows fast reaction to:.:.- 40-:L__[1810--51.0so10239TOPOF ROCKaVgly silty sand to sandy silt, widely graded.Fines are non-plastic.Con--tabs angular to subrounded gravel up to 15mm long.-_Similar to Sample 8C, but with gravel up to 30mm long,---Similar to Sample 8C, but with gravel up to 35mm long.-:___1)100001001009810097100901002-1/22'1/22-1/22-1/22-1/22-1/23-1/23-1/23443-1/23a4343333343-1/24345444434444455344pp-70738264799474787873570 F60 J70 ,Iao&deg; J70 J70 J75 J50 F-e_-p---: -)-l'71,.;--Si amFresh, hard, drills well.Quart'sQuartzite, dark gray, fine-:_.._- 60-:-1:-_1--- 80_:---_--_-:- in_---:---L 12-::.---:------:3-NQ-1_NQ-2-NQ-3_NQ-4-NQ-5NQ-6-NQ-7NQ-8NQ-5NQ-1CProl4119AI=Localizedbroken rock.zna.,pf,,,velii-dolvfiluChipswith displacement evident alSI ant59'SI am of feldspathic jtSomePyrfte=kr:R=So4T healed RsIrregularsurface11=43ChloriteModerately to severely wxChipszone 74.5 - 75.5 ftWx, slick-ed surfaces10=35-39 (broke)DFresh ,,hard drills veryS1 wxwell. Joint surfaces cleanto slightly wx , R=44 (broke)Irreg. (tsor,iu4lakhaarodigigbellaut tend11=40 (broke)CleanR=46CleanFresh, hard, drills verywells, WC11=0 (broke)Clean toR=51 (broke)slPyritewxSt antFresh, hard, drills verywellR=95 (broke)Epidote?R=44Fresh, hard, drills verywelL .Tts. clean to sl vnt.11=44 (broke)CleanMinor fault, healed, at142.5 ft.R=39 (broke)R=48 (broke)SI wx'I--. ..-.-:. ."-:,-, :-;.----.....-*" -*-0.._.:...-..--- ---...( irs:::=:.".  ....veingrained, uniform.-HealedWeak gneissic texture,-faultbleached tan to green gray in-?Schist- some places. Quartz feldspar:05. muscovite and biotite visible.Bleach- Some small quartz and calcite:edpresent. Many thin altered-ru,....=--zfeldapathic veins throughout.:veininBleached--Quartzite, dark gray fine gr.;tudform. Weakly schistose andBleach- locally bleached. Fabric-locally well developed.-.Locally garnetiferousQuartzveinBleached 59.511iet"00F0Alli.Frooo. o0.- --:leach-iri,:,--Tiictloagtesa, bleachzd:iatthi,weir:51 am,11=44 (broke)rat-0,A.-'.....- .-.-:_....- '-'.:.-,_.'ez....2..developed fabric)Quartzite, as aboveQuartzvein Quartzite, as above.QuartzveinMinor-leaching Quartgilorrn. Genee, dark graryiaffne ..,Bleach- gr.,weak -loggneissoeity, locally well-Quartzdeveloped. Some localized7.Ye195Minortexture. Garentlferous-..,bleaching-alnotingHealedfault0Id131.2p010.10.01p0 101g110 161.4, 50.11p016-0, 00I" -145,:0N- Standard penetration resistance, blows/ftSec - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length cored, %S- Split spoon sampleZ Groundwater- Undisturbed samplesI Schmidt Hammer HardnessS - Shelby tubeN - DenisonF- Fixed pistonp - pitcher0- OsterbergG - GEI- Drilling breakk - Coefficient ofam- Weathered, weatheringpermeabilityNOTES1) Roller Bitted Rock 51.0-56.0 ft.S E A BR 0 OK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANY.0 utted engineersDate:Augusta, 1975Project 7286PAGE1of2LOG OF BORINGAIT-39(I) CEOTECHNICAL ENGISEEllti INC BORING LOCATIONOffshore 1417552. E93840INCLINATIONverticalBEARINGDATE START/FINISHJune 15, 1975/June 16, 1975CASING ID 3-6 CORE SIZE1-7/8in.TOTAL DEPTH199.3ftDRILLED BYWarren George Inc.; J. Johnston, P. Scheablei n. GROUND EL-42.4 ftDEPTH TO WATER/DATETidalft / LOGGED By Soli/Rock - F. X. BelliniEL.ftSAMPLERATEOFADV.min/ftWATERor RQDCONT ENTPRESSURE TESTSTRIKE, DIPF = FoliationJ = JointC = ContactS = SlickensidesSOIL AND ROCK DESCRIPTIONSM ,1(Weathering, defects, etc. i(Type, texture, mineralogy,0 z0color, hardness. etc. iXI'ciGraphicOMpsiComputed4k10cm/secDepthftTypeandNo.NorRec.1 11:111:1100-187.6-200-2E0-237..'::-145NQ-119810010092100991004444555656106965666544555559382o55207589800 J48, F40- F52 F9200 I;36oo0 JBo&deg; J60 J65 J602 J65 J63J18. i40 C53 J- .:HI,1.1:aI''-_R=36 (broke)1=34 (broke)Clean toFresh, hard, drills verywell. Minor, healed faultssl wxat 150.0, 151.5, 152. 0 andD154.5 ft.No slicksChipsR=53Fresh, hard, jts. generallyCore lostsl wx to clean, some local-iced zones of very brokenroc.=5SI wxkR3S1 wxR=49No slicksR=0 (broke)Fresh, hard, drills well,DChips,core lost ? its. clean to sl w,5L...-----..,-:-ing----.II .--=-1.-.::,..,-..-, ---,--.--' " '' 7' [Bleach--_--Quartzite, as above, but show.-log general minor bleaching,:-Bleachheavy where indicated.-ingWeak_:gn issositye.,-Sheared?-_Bleaching165.0-160180'NQ-12a NQ-13NQ-14-NQ-15NQ-1f-NQ-17,///6.872 40.45 ' '',"4. 4.. 4.+ ++4, ., 4_+ + +i. 1. ++4+ + + "J+ +1-Bleach- Diabase, very dark gray to:logblack, fine grained near con- --Bleach- tants, fine to med. grained-lognear center. Internal contacts :suggest composite origin.-Locally bleached to light brow% Internal or tan.-contact --_---Fused, in--ternal con--tact--SohistoseDin,.lensase, as above, with on---Schist- lenses. -... i. casional dark gray schistose_11.131. 661. 01//_Z+ + -.i.///-e, +-_t_, 4_199,3`7:-::-:.::-:-L::::-::7_:----:BOTTOM OF BORING_..;:..:_:----_-:..::--------:-.:.-_N- Standard penetration resistance, blows/ftRea - Length recovered/length cored, %RQD - Length of :wand core 4 in, and longer/length cored, %S- Split spoon sample.Z GroundwaterU- Undisturbed samplesffSchmidt Hammer Hardness8 - Shelby tubeN - DenisonF - Fixed pistonP - Pitcher0-- Oa terberg0 - 0mD- Drilling breakIs - Coefficient of not- Weathered, weatheringpermeabilityNOTESSEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYCI inited engines's . --Date:August 6, 1975Project 7286PAGE2of2ILOG OF BORINGAIT-39(I) GEOTECRNICAL ENGINEERS INC.}}

Revision as of 10:25, 19 May 2018

Seabrook Station, Revision 17 to Updated Final Safety Analysis Report, Chapter 2, Appendix 2D, Geologic Bedrock Logs of Boring in the Site Area
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SEABROOK UPDATED FSARAPPENDIX 2DGEOLOGIC BEDROCK LOGS OF BORING IN THE SITE AREAThe information contained in this appendix was not revised, but has beenextracted from the original FSAR and is provided for historical information.

APPENDIX 2DLIST OF BORINGS DONE FOR SEABROOK STATION (Reference Section 2.5.1.2. and Figures 2.5.9)and 2.5.14)A number of boring programs have been done for various purposes at andnear the Seabrook Station site. The list in this appendix is meant to serveas an index for these borings.Some of the logs of these borings are included in this appendix.Other logs can be found in one of three locations:1.Miscellaneous Site Area Borings, Seabrook Station: PSNH SiteDocument Control Center, Seabrook, N.H.2.Seabrook Station Geotechnical Report - Circulating Water Tunnels,Vols. 1 and 2: Geotechnical Engineers, Inc., Winchester, Mass.,June, 19743. Seabrook Station Geotechnical Reports - Intake Tunnel Extension:Geotechnical Engineers, Inc., Winchester, Mass., September,1975An entry in this table for each boring notes the location of its log.

LIST OF BORINGS DONE FORSEABROOK STATIONBoring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksA-IOld CoolingHampton BeachBeach49'49'9 Nov '681Auger BoringSystem DesignState ParkA-2Old CoolingHampton BeachBeach48.5'48.5'9 Nov '681Auger BoringSystem DesignState ParkA-3Old CoolingHampton BeachBeach53'53'11 Nov '681Auger BoringSystem DesignState ParkA-4Old CoolingHampton BeachBeach56'56'11 Nov '681Auger BoringSystem DesignState ParkA-5Old CoolingHampton BeachBeach56'56'9 Nov '681Auger BoringSystem DesignState ParkA-6Old CoolingHampton BeachBeach56'56'14 Nov '68'1Auger BoringSystem DesignState ParkA-7Old CoolingHampton BeachBeach56'56'14 Nov '681Auger BoringSystem DesignState ParkA-8Old CoolingHampton BeachBeach56'56'15 Nov '681Auger BoringSystem DesignState ParkA-9Old CoolingHampton BeachBeach56'56'25 Nov '681Auger BoringSystem DesignState ParkA-10Old CoolingHampton BeachBeach56'56'15 Nov '68Auger BoringSystem DesignState ParkA-11Old CoolingHampton BeachBeach56'56'15 Nov '681Auger BoringSystem DesignState ParkA-12Old CoolingHampton BeachBeach5656'15 Nov '681Auger BoringSystem DesignState ParkA-14Old CoolingHampton BeachBeach56'56'15 Nov '681Auger BoringSystem DesignState ParkA-15Old CoolingHampton BeachBeach56'56'15 Nov '681Auger BoringSystem DesignState Park CONTINUED:Page 2Location/GroundSoil BoredTotal DepthDateBoring No.PurposeCoordinatesElevation(Ft)(Ft)CompletedReferenceRemarksA-16Old CoolingHampton BeachBeach56'56'11 Nov '681Auger BoringSystem DesignState ParkA-17Old CoolingHampton BeachBeach56'56'11 Nov '681Auger BoringSystem DesignState ParkA-18Old CoolingHampton BeachBeach56*56'11 Nov '681Auger BoringSystem DesignState ParkA-19Old CoolingHampton BeachBeach56'56'14 Nov '681Auger BoringSystem DesignState ParkA-20Old CoolingHampton BeachBeach56'56'14 Nov '681Auger BoringSystem DesignState ParkA-21Old CoolingHampton BeachBeach56'56'14 Nov 1681Auger BoringSystem DesignState ParkAIT -1Intake Tunnel20546N+11.417.0315.07 Sept'73280140EAIT -2Alternate20211N+ 5.18.5300.019 Oct'732Tunnel Align-ment81372EAIT -3Alternate19848N- 0.232.5292.023 Oct '732Tunnel Align-ment82720EAIT -4Alternate19556N+ 5.264.0290.014 Nov '732Tunnel Align-ment83798EAIT -5Alternate19327N- 2.295.0279.09 Nov '732Tunnel Align-ment84663EAIT -6Alternate19117N+ 2.8148.5291.029 Oct'732Tunnel Align-ment85438E CONTINUED:Page 3Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksAIT-7Alternate18908N- 2.4132.0270.004 Sept'732Tunnel Align-merit86222EAIT-8Alternate18663N-15.083.0268.014 Sept '732Tunnel Align-ment87143EAIT-11Alternate18221N+ 9.06.06.008 Nov '732Boring AbandonedTunnel Align-merit88746EAIT-12Alternate18144N+13.5138.5272.824 Oct '732Tunnel Align-ment89012EAIT-13Alternate17981N+10.3125.0275.003 Oct'732Tunnel Align-ment89610EAIT-15Alternate17730N- 8.671.5238.001 Oct'732Tunnel Align-merit90526EAIT-16Alternate17537N-14.162.5231.511 Oct '732Tunnel Align-ment91267EAIT-17Intake Tunnel17366N-24.142.5216.306 Oct'73291907EAIT-18Alternate17182N-26.245.0272.013 Sept.: '732Tunnel Align-merit92577EAIT-20Alternate17158N-36.349.581.014 Sept '732Tunnel Align-ment92663EAIT-22Alternate17195N-32.136.5204.522 Sept '732Tunnel Align-ment92527E CONTINUED: Page 4Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksAIT-24Alternate17105N-35.665.065.017 Oct '732Tunnel Align-ment91945EAIT-24AAlternate17084N-35.699.0198.822 Oct'732Tunnel Align-ment92927EAIT-25Alternate16996N-37.124.0199.325 Oct '732Tunnel Align-ment93261EAIT-26Intake Tunnel17146N+10.667.0347.815 Apr '742Boring Inclined 40*89283EAIT-27Alternate17223N- 7.780.0245.301 Mar '742Tunnel Align-ment90217EAIT-28Alternate17254N-12.880.5233.016 Feb '742Tunnel Align-ment90887EAIT-29Alternate17318N-18.220.0230.019 Feb '742Tunnel Align-ment91383EAIT30Alternate17394N-29.946.057/922 Feb '742Boring Inclined 38*Tunnel Align-ment92288EAIT-30AAlternate17394N-29.546.5221.326 Feb '742Tunnel Align-ment92288EAIT-31Alternate17054N+10.769.0346.029 Apr '742Tunnel Align-ment89238E CONTINUED:Page 5Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksAIT -32Alternate16918N-12.459.0240.015 Mar '742Tunnel Align-ment90562EAIT-33Alternate16840NTunnel Align-merit91054E-14.480.0162.005 Mar '742AIT-33AAlternate16839N-14.480.0241.012 Mar 1742Tunnel Align-ment91054EAIT-34Alternate16780N-19.659.0230.005 Mar '742Tunnel Align-ment91515EAIT-35Alternate16770N-33.530.045.528 Mar '742Tunnel Align-merit92578EAIT-36Alternate16912N-39.155.469.527 Mar '742Tunnel Align-merit93045EAIT-37Alternate16766N-34.317.530.526 Mar '742Tunnel Align-ment93042EAIT-38Intake Tunnel17491N-41.243.0212.024 June '753Extension93300EAIT-39Intake Tunnel17552NExtension93840E-42.151.0195.016 June '75FSAR Appendix 2DAIT-39AIntake Tunnel17566NExtension93938E-39.357.0220.029 July '753AIT-40Intake Tunnel17575NExtension94040E-40.578.0234.014 June '753AIT-41Intake Tunnel17597N-37.375.0202.019 June '753Extension94240E CONTINUED:Page 6Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceAIT-41AIntake Tunnel17500N-38.962.0219.019 July '753Extension94234EAIT-42Intake Tunnel17909N-40.852.0214.026 June '753Extension97006EAIT-43Intake Tunnel17762N-48.951.0218.016 July '753Extension95707EAIT-44Intake Tunnel17816N-51.349.0219.012 Aug '753Extension96156EAIT-45Intake Tunnel17901N-62.836.0191.009 July '753Extension96900EAIT-45AIntake Tunnel17893N-58.338.0186.023 July '753Extension96810EAIT-45BIntake Tunnel17880N-54.537.0193.024 July '753Extension96696EAIT-45CIntake Tunnel17865N-58.338.0194.008 Aug '753Extension96601EAAIT-19Alternate17179N-31.846.0210.025 Jan '742Tunnel Align-ment92412EAAIT-20Intake Tunnel17446N-38.744.0210.812 Feb '74292908EAAIT-23Intake Tunnel17405N-33.846.5210.023 Jan '74292707EAAIT-24Alternate16663N-27.623.053.501 Feb '742Tunnel Align-ment92221ERemarks CONTINUED:Page 7Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReference.AAIT-26Alternate16834N-38.850.0210.714 Feb '742Tunnel Align-ment92976EADT -1Discharge20436N+12.19.5300.007 Sept'732Tunnel80175EADT-2Discharge20166N+07.215.0300.005 Oct1732Tunnel and80848EIntake TunnelADT-3Intake Tunnel19853N+05.431.5300.027 Nov '73281686EADT-4Intake Tunnel19539N- 0.743.5271.009 Oct'73282461EADT-5Intake Tunnel19279N+ 4.254.0271.015 Oct '73283172EADT-5AIntake Tunnel19129N+ 5.290.5292.519 Dec'73283560EADT-6Alternate19052N- 0.8100.0342.030 Aug '732Tunnel Align-ment84242EADT-7Intake Tunnel19002N- 4.1108.0297.011 Oct'73283901EADT-7AIntake Tunnel18853N- 3.799.0287.014 Jan '74284280EADT-8Intake Tunnel18717N+ 1.1101.0256.024 Sept '73284599EADT-9Alternate18313N- 1.5110.0323.020 Aug '732Tunnel Align-ment86427EADT-10Intake Tunnel18410N- 0.3105.0280.028 Nov '73285422ERemarks CONTINUED:Page 8Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksADT-10AIntake Tunnel18269N+ 0.1121.5275.004 Feb '74285784EADT-11Intake Tunnel18128N- 0.593.0298.702 Oct'73286125EADT-11AIntake Tunnel17951N- 1.864.3270.016 Jan '74286601EADT-12Intake Tunnel17781N-10.3103.5240.318 Sept '73287059EADT-12AIntake Tunnel17662N-13.541.0260.026 Dec '73287344EADT-13Intake Tunnel17458N- 8.518.8228.029 Sept '73287897EADT-14Discharge17161N+13.225.5288.029 Nov '732Boring Inclined 17*Tunnel and88821EIntake TunnelADT-15Discharge16941N+ 7.747.0240.004 Nov '732Tunnel89285EADT-16Discharge16553N- 9.138.0243.614 Nov '73TSAR Appendix 2DTunnel90235EADT-16ADischarge Tunnel16571N- 4.033.5240.307 Jan '74FSAR Appendix 2Dand Faultinvestigation90280EADT-16BDischarge Tunnel16545N- S.336.3240.014 Jan '74FSAR Appendix 2D-and Faultinvestigation90185EADT-16CDischarge Tunnel16493N- 5.523.0238.517 Jan '74FSAR Appendix 213and Faultinvestigation90257EADT-16DDischarge Tunnel16660N- 7.838.0241,414 Nov '74TSAR Appendix 2Dand Faultinvestigation90219E CONTINUED:Page 9Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceADT-17Discharge16213N-14.8102.3260.806 Oct'732Tunnel91109EADT-17ADischarge16110N-17.788.0225.012 Dec '73Tunnel91380EADT-l8Discharge15967N-24.045.5225.010 Nov '732Tunnel91745EADT-19Discharge15718NTunnel92402E-23.56.5197.205 Nov '732ADT-20Discharge15462N-40.610.0175.107 Nov '732Tunnel93063EADT-21Discharge15208N-51.643.0190.304 Dec'732Tunnel93723EADT-22Discharge19904N-55.454.0179.928 Nov '132Tunnel94492EADT-23Discharge14879N-58.641.072.501 Dec'732Tunnel94561EADT-25Discharge14931N-54.559.092.030 Nov '732Tunnel94418EADT-27Discharge14637N-59.010.0170.012 Apr '742Tunnel94752EADT-28Discharge-14526N-65.412.0165.011 Apr '742Tunnel94809EADT-29Discharge14374N-47.00.0180.711 Apr '742Tunnel94915EADT-30Discharge14144N-63.823.0164.305 Apr '742Tunnel95021EADT-31Discharge13891N-53.60.591.221 Mar '742Tunnel95151EADT-31ADischarge13926N-57.30.0167.825 Mar '742Tunnel95150ERemarks CONTINUED:Page 10Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth- (Ft)DateCompletedReferenceRemarksADT-32Discharge14862N-58.827.0169.807 Dec'732Tunnel94622EADT-33Discharge20175N+ 9.416.6368.519 Mar '742Boring Inclined 330Tunnel and80459EIntake TunnelADT-34Discharge19977N+ 5.319.0368.020 Mar '742Boring Inclined 34*Tunnel81201EADT-35Discharge19608N- 3.040.540.526 Feb '742Tunnel81992EADT-35ADischarge19631N- 2.337.5300.007 Mar '74Tunnel81974EADT-36Discharge19364N- 3.14.0289.720 Mar '742Tunnel82706E,ADT-37Discharge18947N+ 5.384.0354.022 Apr '742Boring Inclined 33*Tunnel and83394EIntake TunnelADT-37ADischarge18969N+ 5.115 Mar '742Boring AbandonedTunnel83729EADT-37BDischarge18963N+ 4.8118.0350.012 Apr '742Boring Inclined 31*Tunnel83740EADT-38Discharge18962N- 1.078.0198.023 Apr '742Tunnel84445EADT-39Discharge18470N- 1.5102.0280.519 Feb'742Tunnel85030EADT-40Discharge17384N+12.452.0360.026 Apr '742Boring Inclined 370Tunnel and88389EIntake TunnelADT -41Discharge17974N- 1.360.0275.021 Feb'742Tunnel86307EADT -42Discharge17616N-13.5.40.0260.029 Jan '742Tunnel87273E CONTINUED:Page 11Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksADT-43Discharge18275N+ 0.3106.0276.008 Mar '742Tunnel85525EB-1W of Turbine20440N+19.222.599.315 Oct'681Bldg.II78830EB-2SW Trench, S of20180N+14.13.9155.029 Oct '681Containment I79650EB-3 .200' N of21020N+ 5.532.5100.006 Nov '681'Turbine Bldg. I79350EB-4'N of Site22100N+ 4.440.0140.027 Nov '68178900EB-5S of Cooling19900N+12.713.033.002 Dec '681Tower - Marsh79300EB-6S of Site in19800N+ 4.432.554.914 Dec '68Marsh (?)79600EB-7W side Waste20200N+12.214.034.518 Dec '681Process Bldg.79400EB-8N of EFP Bldg. I20520N+30.904.225.321 Dec'68179620EB-9E of Turbine20700N+20.904.028.031 Dec'681Bldg.I79670EB-10Approximately20980N+ 6.731.051.308 Jan '691100' NE of79760ETurbine Bldg. IB-11Approximately 250'21010N+ 5.435.859.618 Jan '691E of Turbine80120EBldg. IB-12N of Pumphouse20750N+12.81No Log79960EB-13N of EFP20380N+15.411.031.020 Mar '691Bldg.II79180E CONTINUED:Page 12Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceB-14SE Corner20500N+18.18.028.019 Mar '691Admin. Bldg.79330EB-15Heater Bay I20740N+18.011.031.013 Mar '69179480EB-16Fire Protection20780N+17.652.572.220 Feb '691Water Tanks78440EB-17N end of Site21400N+16.260.0160.012 Mar '69178900EB-18q, 325' W of20460N+20.722.542.514 Feb '691Turbine Bldg. II78330EB-19N end of Site21350N+15.947.067.026 Mar '69178900EB-20N end of Site21325N+ 6.434.0100.028 Mar '69178900EB-21N end of Site21800N+ 9.450.0150.031 Jan '69178900EB-22NW of Turbine20630N+11.42.568.508 Apr '691Bldg. II78900EB-23N end of Site21600N+10.276.0176.018 Feb '69178900EB-24N end of Site21200N+12.421.0121.024 Feb'69178920EB-25SW Trench S of20200N+18.50.020.024 Jan '691Containment I79770EB-26Just SW of SW20320N+24.13.023.023 Jan '691Pumphouse79920EB-27Shaft Transition20570N+15.66.026.020 Jan '691Area80070ERemarks CONTAINMENT:Boring No.Page 13PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceB-28Center Turbine20580N+19.04.023.811 Feb '691Bldg. II79070EB-29Approximately20830N+ 5.842.662.524 Jan '691250' E of80240ETurbine Bldg. IB-30W side Control20270N+18.57.027.010 Mar '691Bldg. II78970EB-'31Containment I20440N+29.93.023.013 Mar '691. NE quadrant79720EB-32NW of Turbine20680N+19.09.329.824 Feb '691Bldg. II78750EB-33Approximately20920N+10.018.037.829 Jan '69150' N of79470ERubine Bldg. IB-34Approximately21010N+06.349.669.805 Feb'691200' N of79210EAdmin. Bldg.B-35Approximately20650N+21.52.541.512 Mar '691Center Turbine79540EBldg.IB-36SE Corner of20540N+27.42.067.502 Apr 1691Turbine Bldg. I79575EB-37Containment I20420N+24.46.046.519 Mar '691NW quadrant79625EB-38NE of Containment20550N+32.62.3150.013 Mar '691I CW Trench79750EB-39E of Containment I20455N+31.91.570.528 Mar '69179780EB-40E of Turbine20680N+26.22.566.524 Mar '691Bldg. I79700ERemarks CONTINUED:Boring No. Page 14PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceB-41NE of Containment20580N+27.66.867.618 Mar '691I CW Trench79825EB-42N end of Site21300N+14.344.0164.020 Mar '69178900EB-43N end of Site21300N.+26.239.059.017 Mar '69178550EB-44N end of Site21450N78380E+23.277.0100.001 Mar '691B-45N end of Site21500N+21.194.5114.508 Apr '69178500EB-46N end of Site21630N+13.377.099.323 Apr '69178500EB-47N end of Site20840N+12.28.528.524 July '69179740EB-48NE quadrant20800N+13.25.526.025 July '691Turbine Bldg. I79600EC-1Old Cooling21060N+ 4.922.022.027 Jan '691System Design80350EC-2Old Cooling21050N+ 4.250.050.030 Jan '691System Design80850EC-3Old Cooling21830N+ 4.750.050.028 Jan '691System Design81000EC-4Old Cooling21020N+ 4.050.050.031 Jan '691System Design81350EC-5Old Cooling22570N+ 4.533.033.028 Jan '691System Design81620EC-6Old Cooling20990N+ 4.850.050.003 Feb'691System Design81850ERemarks CONTINUED:Page 15Location/GroundSoil BoredTotal DepthDateBoring No.PurposeCoordinatesElevation(Ft)(Ft)CompletedReferenceRemarksC-7Old Cooling22300N+ 4.950.050.014 Feb '69System Design82557EC-8Old Cooling20990N+ 4.850.050.004 Feb '69System Design82330EC-9Old Cooling21900N+ 4.550.050.013 Feb '67System Design83450EC-10Old Cooling20850N+ 4.350.050.005 Feb '69System Design82835EC-IlOld Cooling21200N+ 4.550.050.013 Feb'69System Design84150EC-12Old Cooling20675N+ 4.050.050.015 Feb '69System Design83230EC-13Old Cooling20500N+ 4.550.050.012 Feb '69System Design84870EC-14Old Cooling20450N+ 4.050.050.012 Feb '69System Design83275EC-15Old Cooling19800N+ 0.450.050.018 Feb'69System Design85580EC-16Old Cooling19930N+ 2.1No LogSystem Design85860EC-17Old Cooling19540N+ 2.650.050.020 Feb '69System Design86050EC-18Old Cooling19200N50.050.019 Mar '69System Design86450EC-19Old Cooling18890N50.050.019 Mar '69System Design86840EC-20Old Cooling18590N0.050.050.020 Mar '69System Design87230E CONTINUED:Page 16Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceC-21Old Cooling18250N50.050.017 Mar '691System Design87600EC-22Old Cooling18000N+16.250.050.013 Feb 1691System Design88040EC-23Old Cooling17500N+14.050.050.017 Feb '691System Design88500EC-24Old Cooling17600N+14.050.050.018 Feb '691System Design88950EC-25Old Cooling17410N+10.050.050.003 Apr '691System Design89400EC-26Old Cooling17750N0.050.050.020 Mar '691System Design87760EC-27Old Cooling20178N+ 4.050.050.008 Feb '691System Design84170EC-28Old Cooling20020N+ 3.950.050.006 Feb '691System Design84560EC-29Old Cooling19745N+ 4.050.050.007 Feb '691System Design85000EC-30Old Cooling19520N+ 2.950.050.017 Feb'691System Design85520EC-31Old Cooling19290N+ 2.350.050.021 Feb '691System Design85950EC-32Old Cooling20970N+ 5.130.543.006 Mar '691System Design80470EC-33Old Cooling20850N+ 3.630.530.524 Mar '691System Design80780EC-34Old Cooling20750N44.044.024 Mar '691System' Design81000ERemarks CONTINUED:Page 17Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceC-35Old Cooling20640N+ 4.338.038.011 Mar '691System Design81305EC-36Old Cooling20800N+ 4.510.015.009 Mar '691System Design80500EC-37Old Cooling20710N+ 4.32.007.010 Mar '691System Design80740EC-38-ad Cooling20540N+ 5.216.518.510 Mar '691System Design80930EC-39Old Cooling20530N+ 4.030.030.011 Mar '691System Design81200EC-40Old Cooling20480N+ 4.844.444.403 Apr '691System Design81700EC-41Old Cooling20350N+ 4.735.035.003 Apr '691System Design81650EC-42Old Cooling20290N+ 4.630.030.004 Apr '691System Design81160EC-43Old Cooling20110N+ 4.530.030.004 Apr '691System Design82620EC-44Old Cooling20050N+ 3.832.032.028 Mar '691System Design83000EC-45Old Cooling19920N+ 2.734.034.028 Mar '691System Design83095EC-46Old Cooling19830N+ 4.033.333.331 Mar '691System Design83320EC-47Old Cooling19740N+ 4.043.043.031 Mar '691System Design83550EC-48Old Cooling19650N+ 4.150.050.001 Apr '691System Design83800ERemarks CONTINUED:Page 18Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReference C-49Old Cooling19550N+ 4.050.050.002 Apr '691System Design84020EC-50Old Cooling20290N+ 3.931.031.002 Apr '691System Design82885EC-51Old Cooling20050N+ 3.715.020.0Apr '691System Design83150EC-52Old Cooling19960N+ 4.021.021.026 Mar '691System Design83380EC-53Old Cooling19860N+ 4.036.636.626 Mar '691System Design83600EC-54Old Cooling19780N+ 4.050.050.001 Apr '691System Design83820EC-55Old Cooling19780N+ 3.840.040.027 Mar '691System Design83050EC-56Old Cooling19690N+ 4.138.038.027 Mar'691System Design83260EC-57Old Cooling19350N+ 0.550.050.027 Mar'691System Design84485EC-58Old Cooling19180N+ 0.150.050.027 Mar'691System Design84950EC-59Old Cooling19000N+ 0.550.050.026 Mar '69_1System Design85420EC-60Old Cooling18820N+ 3.850.050.025 Mar'691System Design85860EC-61Old Cooling18510N50.050.025 Mar '691System Design86290EC-62Old Cooling18350N0.050.050.024 Mar '691System Design86800ERemarks CONTINUED:Page 19Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceC-63Old Cooling18200N0.050.050.024 Mar '691System Design87280EC-64Old Cooling17900N+17.850.050.031 Mar '691System Design88270EC-65Old Cooling17700N+13.750.050.001 Apr '69System Design88730EC-66Old Cooling17500N+13.338.038.801 Apr '691System Design89180EC-67Old Cooling19845N+ 4.531.031.011 Apr '691System Design82000EC-68Old Cooling19650N+ 3.939.632.611 Apr '691System Design82440EC-69Old Cooling19345N+ 4.139.939.909 Apr '691System Design83130EC-70Old Cooling19125N+ 4.050.050.009 Apr '691System Design83595EC-71Old Cooling19780N+ 4.740.540.522 July '691System Design81370EC-72Old Cooling19550N+ 3.652.052.018 July '691System Design81890EC-73Old Cooling19480N+ 4.852.052.021 July '691System Design82310EC-74Old Cooling19140N- 4.442.842.816 July '691System Design82640EC-75Old Cooling18620N- 3.052.052.015 July '691System Design82810EC-76Old Cooling18460N- 1.052.052.015 July '691System Design83240ERemarks CONTINUED:Page 20Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceC-77Old Cooling18690N- 1.052.552.514 July '691System Design83650EC-78Old Cooling18910N- 1.052.052.011 July '691System Design84050E01-1SW Trench, between79373E+ 9.816.5124.004 Dec '72FSAR Appendices.Units I & II20093N2D and 2JD1-3SW of Containment79310E+14.011.065.5004 Dec'72IT20218N01-4(E of) Fuel79278E+11.415.5170.0027 Nov '72ItStorage Bldg. II20122N01-5SW Trench N of79250E+16.615.365.424 Nov '72Cooling Tower20027ND1-6S of Primary79156E+19.211.533.027 Nov '72Auxiliary Bldg.2005411II01-7Fuel Storage Bldg.79110E+14.314.5118.711 Nov'72IfII, center20192ND1-8Center of Contain-79213E+15.99.029.505 Dec'72ment II20245N01-9Primary Auxiliary79060E+20.81.524.528 Nov '72Bldg. II20083ND1-10Primary Auxiliary79088E+19.28.0112.0006 Dec'72Bldg. II20189ND1-11WSFPC II, N end79116E+13.811.565.007 Dec'72IID1-12Tank Farm II20276N78963E+23.956.29.529 Nov'72It20111ND2-1DG Bldg. II78896E+21.26.031006 Dec'72II20234ND2-3N of DG Bldg 1178829E+19.425.260.026 Nov'72IIfI20360 NRemarks CONTINUED:Page 21Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceD2-4Just W of Unit II78800E+16.719.0171.024 Nov'72FSAR Appendices20264N2D and 2JD2-5Just W of Unit II78775E+16.56.565.001 Dec'7211111120167ND2-7Just W of Unit II78730E+16.724.5125.028 Dec'7220283NE1-1Containment I,79677E+28.90.0150.126 Dec'72Center20398NEl-2Control Bldg. I,79500E+21.46.527.212 Dec'72Center20450 NEl-3W side DG Bldg. I79350E+15.216.542.013 Dec'722040aNEl-4Fuel Storage Bldg.79698E+20.21.5105.019 Dec'72I, Center20297NEl-5Center of Primary79551 E+16.06.5108.019 Dec'7211Auxiliary Bldg.20296 NEl-6N end of Waste79400 E+14.31.524.019 Dec'7211Process Bldg.2030(01E2-1Containment II,79201 E+15.96.5159.213 Dec'7211Center20247 NE2-2NE of Containment79272 E+13.711.532.514 Dec'7211II20355 NE2-3W side of Turbine19002 E+1935.052.004 Dec'731Bldg. II20409:NE2-4E side of Turbine791701E+185.026.005 Dec'731Bldg. II20508 NE2-5NE quad Contain-79212 E+188.097.829 Apr '741ment II20277 NE2-6SW corner of PAB I79551 E+1216.942.506 May '74120203 NE2-7N end of PAB I79552E20374 N+1713.5115.213 may '741Remarks CONTINUED:Page 22Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksE2-8SE corner of79370E+107.070.008 May '741Cooling Tower19997NE2-9S of Unit I79568E+915.070.001 May '74120115NE2-10S of Unit I79580E.+87.070.003 May '74120060N .E2-11Containment I20435E+25.017.7168.027 June '74 FSAR Appendix 2FBoring Inq,inedPerimeter79611NAbout 40E2-12Containment I20334.E+21.51.0165.518 June '74Boring InclinedPerimeter79642NAbout 40E2-13Containment I20365E+30.50.0169.003 July '74Boring Inclined,Perimeter79745NAbout 40E2-14Containment I20467E+29.93.0166.019 June '74Boring InclinedPerimeter79713NAbout 40E2-15Containment II20321E+13.911.5165.005 June'74TIBoring InclinedPerimeter79179NAbout 40E2-16Containment II20227N+16.89.5165.229 May '74FSAR Appendix 2FBoring InclinedPerimeter79130EAbout 40*E2-17Containment II20117N+13.319.0165.005 June '74FSAR Appendix 2FBoring InclinedPerimeter79224EAbout 40*E2-18Containment II20270N+14.914.0168.028 May '74FSAR Appendix 2FBoring InclinedPerimeter79272EAbout 40*E2-27N side of79158E+192.579.815 May '741Cooling Tower19990NE2-28S side of79180E+181.0101.816 May '741Cooling Tower19930N (ThCONTINUED:Page 23Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferencedF-1'Alternate17600N- 3.09.59.017 Apr '732Tunnel Align-ment86700EF-1AAlternate17600N- 3.015.0143.825 Apr'732Tunnel Align-ment86694EF-2Alternate19189N- 1.413.8264.415 May '732Tunnel Align-ment86875EF-3Alternate19374N+ 9.487.5298.807 June. '732Tunnel Align-ment88446EF-4Alternate18311N+16.8135.3329.602 July '73FSAR Appendix 2DTunnel Align-ment88393EF-5Alternate18332N+15.7121.3319.531 July '732Tunnel Align-ment88430EF-6Alternate18450N- 1.5124.2339.009 Aug '732Tunnel Align-ment87945E0-1Fuel Oil Storage29690N+17.316.516.530 Sept'74FSAR Appendix 21Tank78370EG-2Settling Basin21380N+15.914.514.501 Oct '74FSAR Appendix 21Inlet78900ERemarks CONINTUED:Boring No. Page 24PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReference RemarksG-3Settling Basin21717N+ 9.434.834.801 Oct174FSAR Appendix 21Outlet78949E0-4Settling Basin21571N+ 9.622.522.503 Oct'7478992E0-5Site Retaining20969N+ 7.89.709.703 Oct '74Wall79525EG-6Site Retaining20949N+ 8.219.519.503 Oct 174Wall79349EG-7Site Retaining20932N+ 8.623.223.203 Oct'74v,Wall79175EG-8Site Retaining2106N+ 7.319.019.007 Oct'74Ilv,Wall79107E0-9Concrete Seawall20123N+ 9.510.525.509 Oct'7479720E0-10Concrete Seawall20083N+ 7.96.522.008 Oct'7478587EG-11'Concrete Seawall20042N+ 6.815.931.010 Oct '7479455EG-12Revetment Seawall19898N+ 7.211.011.010 Oct '74Fr78500E01Falling Head21882N+16.4TSAR Appendix 21No LogPermeability78291EG2Falling Head21412N+25.474.084.027 Jan '69VIVIIIPermeability77959EG3Falling Head20436N+35.411.021.019 Feb '69IIIIIIPermeability77489E04Falling Head19989N+30.15.015.020 Feb '69IIPermeability77116E05Falling Head19200N+40.465.078.004 Mar '69IIPermeability76420E CONTINUED:Page 25Location/GroundSoil BoredTotal DepthDateBoring No.PurposeCoordinatesElevation(Ft)(Ft)CompletedReferenceRemarks0C1AContainment I20413N+28.00.246.603 July '73FSAR Appendix 211Overcore Hole79671EP1Old CoolingOffshore- 2.042.042.028 May '691System DesignP2Old CoolingOffshore- 9.037.536.511 June '691System DesignP3Old CoolingOffshore-12.074.574.514 June '691System DesignP4Old CoolingOffshore-15.014.114.104 June '691System DesignP5Old CoolingOffshore-23.024.824.810 June '691System DesignP6Old CoolingOffshore-31.548.048.010 June '691System DesignP7Old CoolingOffshore-38.525.025.015 June '691System DesignP8Old CoolingOffshore-44.046.046.010 June '691System DesignP9Old CoolingOffshore-40.017.017.011 June '691System DesignP10Old CoolingOffshore-40.021.021.015 June '691System DesignPllOld CoolingOffshore-19.018.518.514 June '691System DesignPF -1Portsmouth FaultInvestigationGreenland,NH+79.10.5267.021 Mar '74FSAR Appendix 2CBoring Inclined 48*PF-2Portsmouth FaultInvestigationGreenland,NH+62.065.0271.024 July '74FSAR Appendix 2CBoring Inclined 400 CONTINUED:Page 26Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksPF -3Portsmouth FaultInvestigationGreenland,Nil+61.840.050.030 July '74FSAR Appendix 2CPF -3APortsmouth FaultInvestigationGreenland,NH+61.880.0204.308 Aug '74SRF -1Scotland Rd FaultNewbury,+18.113.079.006 Dec'73ITflInvestigationMASRF -2Scotland Rd FaultInvestigationNewbury,MA+17.650.577.510 Dec'73SRF -3Scotland Rd FaultInvestigationNewbury,MA+17.942.095.019 Dec '73SRF -4Scotland Rd FaultInvestigationNewbury,MA+17.660.096.003 Jan '74SRF -5Scotland Rd FaultInvestigationNewbury,MA+17.634.0197.708 Jan '74"Boring Inclined 45*SRF -6Scotland Rd FaultInvestigationNewbury,MA+17.853.058.008 Jan '74SRF -7Scotland Rd FaultInvestigationNewbury,MA+17.565.5255.018 Jan '74"Boring inclined 450SRF -8Scotland Rd FaultInvestigationNewbury,MA+17.649.0172.019 Feb '74SRF -9Scotland Rd FaultNewbury,+17.857.0118.303 Jan '747111InvestigationMA INCLINATIONELEVATIONDEPTHLogged BY: J. R. Rand 7/10/72DESCRIPTIVE NOTESCONDITION OF COREDIP GRAPHIC LOGDDHPAGE 1, of aSEABROOKSTATION10*SalL.DER- ?nu ran ;RA iTc22.S +0 of RockRock is .res!,-,'minor rusly\fr-c31YOr joiniSrOalo FresbRockAlljointSLOW cu-le-bitko FresV)Rods41G1-1 ANGL-E (6s0)Jo %NTS kr 1'40 2!INTs RN/ALSRock Freshos AweRod-- is rare.- Breaks inOD 1.5,pieceSbok+36,nis are sfamed*:-Diabase -k)ark-cycy, tine-graine.8 wIth dark greznpl-r-nocrysfsRock be.O.ornes a. \iAlle_Coofser ara:Ine.8 - ciark-ereykl) 604AS-PROJECTHOLE LOCATIONBEARING DDH B IPAGE 2_ of 2_SEABROOKSTATIONPROJECTHOLEHOLE LOCATIONBEARINGELEVATIONINCLINATIONDEPTH `5c012-'60'Logged BY: J. R. Rand 7/10/-12...CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESec Sreaks_- pieces *_Roycic"-- BreaksISL)4Yp.Bfpieces 7-mR061yRustyRock 15 Fresh.*Good drilling.locoily .15inor rud.ned or. jointsRock is Pc6r1yPfesi 4-o fres11. 2local rod- or)tits7.Da.ba.se -bark-grey,-6344, smolt dark .3rer-r)Fhenodyst SpecklirsD ;abase - 'bcork3rey,roile..el L0'11-11 small dark-sreen phenocrys+- 5FecklirsRosyE3oitoty,ible BreaRS ""ackliP5C-V-45 _0 CI-11P5pieee5rm.DDH 13-7PAGE of \ELEVATION. DEPTH 3$31Logged BY: J. R. Rand 7tt2. 72PROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES13/ Top of PockRock rrocteLyweakbere,d, KAI,/ _koned Mineralsdiscoloy ed, Rock **iS Fairly Res-,showing rusty64zinin3 only onpari-insS.Rock is fces tSf'*only minor rusi-,/ , -sk-o:ininoorbScrne:joinIC D ri i-e

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DDHPAGE ( of 1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH g5'.`ti Logged BY: J. R. Rand 7/11/72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES4,2/ -To F RockBreaks-CIN;psko .8/pieceScHIPScHiPsCHIPS TO z:- .6 'FiecesMPS'Rock Is -Fres11xwith only minorrUsly eittinin3,mineral= s s Aakbcdoy:ai-ion onSome \joihtss s-y_": x x yCI t' h+moclqrate::.)ciNcot,eick_Lser,ev;i2,,n ant,x`Ipiorife,ft.ne-ratheci,Dar\-\-Tey, 'massive, (A);ii-\ihterrniK - coarse-grojnesA31-4 arey porphyri+ic cGortie.coARsEA+ base ftie, &01-1*{-e iSCotored +o dull broon,coARse(mod, iA3eat4ierinG)25.4' Boi-iom ofCoARSEy_eta, o-F RockII ToDDHPAGE 1 otELEVATIONDEPTH -51.biLogged BY: J. R. Rand 7/11/72OGDESCRIPTIVE NOTESZiorife, in-I-err-nixed darkFine 3rained rockQXcoofser.co,inecliporphyrii-i.c 11814 grey rock.Fredornnoniiy aF(ne-graneclrock 4ype.meptum DARK GREY FINE-GRAIN DIORITE3Y 5cittom of 1101..EINCLINATIONDIPGRAPHIC LPock is res1--),Only minor cua)y --=66:ming call/on joints .To\r,i5G 306o.)-)c :-COfRt)Ck 1G resh=nor Rost^COARSECOARSE PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGDEPTH A8.6INCLINATIONCONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES-s:@chips=1.2125.1-c1411).5DDH B-14PAGE ILogged By: J. R. Rand 7/102.8/ To(Roak i5xxPrezh, 04-) only : xx'Icxtaedwr:oh venlel-s,anT X X X_mihor rosy sn XCoARSE-on joWs-Xxx cofiRSE.x IcfROd< IS FM4) Xxxxx coARSE-xxxof' RockDark-sre.y,.Pine-8rci:tned iype predomirai-esDiori , ; xeA 'dark grey,Fine-rcu'ned1bl-A grey, -Coarze-grairle.3 'porpl-yrifiCCOARSE.-.6'_pieces28' Boflorn of RoiLF:3:4_11 Top of Rock 4./(?) D;orife b, icier? )-ica>a.s.2. Dke.O. or Dialaase6ouiclei--(4)-fesslur "tre TOP or Pc:8e4rockl porphyrii-icorfeu:ukir. local zones of rne.,di'uniZfey,rte 3rairi!.ci c\iorife,800 c-Cn. 5;liRed zone.DDH 5-is-PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING ELEVATION DEPTH 31.o' Logged By: J. R. Rand 7/10/72_ INCLINATION CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES* NIPS ONLY--g.(may be-boulder zoner-_--g10--Chips to-_ .51-o 1,5' - 3"piece5_77?4_RoslyBreak5II inl-erilaIS-ft u.skPt Q5O-1-May be. bou.14e,r -zone., ro& ismoderatety. ,weci-herd off+) -7:-dark brown CORock is fresh,\)c) joinishot- 61 ickenstRock .ts ReslitAkhor russi-shoor)31' botton, oFqole.

DDH EPAGE 1 of 2_PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATION BEARINGINCLINATIONDEPTHLogged By: J. R. RandCONDIT ION OF COREDIP GRAPHIC L OGDESCRIPTIVE NOTES50*^902._Corebeaks 4\chips -ko.3 'fiecesYo-4) u3hotit-let-2-?ocksli2htly fo1Mccieratelyt,Jead-f)execi,Local deLorn-Postfl'on,some:rsty sto4nrsParkIn3sOn 0- *35-- it_7 ,A-_ *--Xs: ,

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  • efientyX *0**:s45-- --------^a-DDH 3-17PAGE 2 of 2_PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION BEARING INCLINATION DEPTH 1(7)00' Logged By.: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES-Rock. is rotctQraiel/wea.-kfnered,somwhatbleached,_iron staihino, on,Joinfs, +an tleac.63:In micas.Poor corin3. Xsow.**,...*Mel-a_seSmenf- Fine-3faineAFeki4a1Plic cht-,teht ssrey cioartz. ific. cr.15_*y.,S e-eaw.-"`** .....*$*$**. tK...* eK Tom v.....u:I 0 *- SreaksellipS.1- +0 i/_ece- ptSt20**11Z4B reakChips:+0 .81piecesCh43s 4-0.6' eiere_SILOModeraidyrock sorre what\31'efached, Voca9y -a(ong1' tallest Sorne 1 -i3v\ roslyMoi- a. slron3 Toce.\nherev\ti y-45°:vloclaccaeldLnity wearoCkRock ecome 5D-"rairtY freShCAPS ffock i s Vairly fresh,55f--miror rust- on partir\gs -JRne-svainecl , I 12hf- greyfelcis p (Ai\ i so)-Ns+FojtrIy avezly -61 io,Ced rocic -fel&IC SC-V-ltlloyefed l.01W190arf t'fe. beasO.\-throush-outfetdspathic schisi,greY, fVrie, grained ,160' Bottorn of Rote DDH(9PAGE of 1PROJECTSEABROOKSTATION HOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH Logged By: J. R. Rand7/16/72o'CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESzoL30' -47 To of Rod<, 'Kock30etOke,tnC,hi 1)540 .31:17- pieces-OCcA-SioN4LLYVVGGYeCr----Roc( ssw8iify:LHiwaskred, dis-Ke0tOrei Arotd1-Oui" rn;nor*sto;ttir5 on 2""_3c,(1{5 tanparritizsMeaseAimenl-ary RockFeick paGc(ritic) schtocnVaavy) Variable,Lihkrey ,;'nesvaiylecl *A306: brecti.ts bofOk_cenA atxoss Qom ,tog/hova.67' eatiorn of' Rote DDH E- 2.0PAGE 1 of jPROJECTSEABROOKSTATIONHOLE LOCATION ELEVATIONBEARING INCLINATIONLogged Sy: J. R. Rand 7/11/72CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES---,rOCIC i% rOlideiCLI)/ : V.,....1. S' V 4-o......_z-everely omit-erect : x ..:- . ......iVIrouahout, bleached : , ,...s..:div... *tg' *K , ,IV U3hi- 1-041hiSh:II.......1.0.,*X Tey. 04+,.) crumoy _ 4 A i,........ .....-._x........ ,qo odpee le,__- . ---.To p_ol.Loc._k___cereciottlnor\ily meAcksedirAentocrzHc;-o feick_spa.-41 .nror1e (bleached cice, A-e)oe,a_A-intin.2), \wally 'tnierloyereclbleacilea deoomposeclvJel8eciccarse-groo:ne,d)cci.uw in_903,r1z.ruSty dckihi n3TRAMS CribRAL (114TRUtIv) CONTAC1-5o:%ch+le4r-ergi-Pncoo 'Rock is moclEtT4e1yweafrNerea, breakscxr8 cxctSS Cot 'al (.011 *No Tod-, 6ot("" poodt)lcdr))(:)t nts,trde,coaroe--3r0:tne4t ivc'r-OrIc-Rectollecl 10 \ ;Bht i-annisk grey)°can y laye,rediGraciatioro_l in1-0 .Ve,185pckilic,EU-k 5c3.;f1.)t- greyFine b rneclt.om Cine,51"0.11TaCHIFSctilPSopea csy weoi?-\crSo eosiiina ofWx-ssp, Verynor _ru :)-1-r).11-1r)X X.XX XX XXXN.A4,...No. %/x**1.*."**s. XW *As.WV,**ws *",_NleVasediment- -Felkc ..Irlist, _&fly Vine-gyapeci)evenly Fo 1 cod-eck . .11.3\ It c. medium Brey 'micaslocally discolored to -tat \ broconToo' &Atom of Ode DDH S-2PAGE of 2._PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH I50.0i --7/11/77.Logged BY: J. R. Rand 7/11/72CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTEStiC.Iitcler-'aI 0=-126*32',-ofea.k5-@ arqpt* 40 .5'piecesC:)c=::)s.. ....NOR.. .0.17*130=--Chfos7 - -to I/-piec..esX...owX V^\X,1*....ea'*.Note Srnooth or po(iSheA "":rio,ce,S Seer) or0 ccaSio nal joi(4- Oskrr-52.Cho,rac-lier;sUc ofohole rock.CHIPSCHIPS:2. ctop5=_WOCk 15 6dYCHIPSfreA if\ To03no0+ *rIll nor poodery."1" cH1P5siains 0+.Far i-i n355CT'-:minor sWeAcensictesjoi4sZonenW clior;Fe, 9Yante, orc,dark-arey n-assiVe 9UartZik.bC050' Base of Bakers - Top of Rockchit- Fpoc,cat( y ciocurf-zii-ies-1.:1?--srey/ Cine-3voniecle\fenlY Folioleci rock-dspAlicFine. - Bx\ed tzreyevenly foLck.tect.-ckJoirizi_mhor solutioh---sucxeasibEsCFeck'Sf:?ocicst310i-tyweAereci-some .44rosky 5-taini n5 On 7_tjoin ora-pcyrh r)8S.0**en,to, *JG:Q0C0+2.i ;1' C 1 -1 CObreaksCh;E. spie,ce-sThroujiloufops_-_Break:@Chips7{7).6'p,eces_tifeaksplece,s7chips to.2qer.es110a1DDH B-21PAGE 2 of 2PROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATIONDEPTH KD.0)Logged By: J. R. Rand 7/12/72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESso' -BreoLks:&Ch6p$An.2'ri,ecesgoLlthrocnhoottel:,pfk-fkoreldspaiAic.6016,1,3*fresh bui- poor,iothi-s and viarf-crsParis on bo-kf)Rock is ickirly s50:-Local minorcO----CH 4)5rUbl 6:kihirr3HiP5croSCHI PSIP5505:7);:lictai4sirs cxna parfirqse-CHIPSCHIPSsubjtel%,SC CiskAy1611 ktrou.c\hout,Statn n3 On j'oints =c-J 50*CHIPSSome ,:ico;nis z\lotzSlicivi-\5i es coveredwith xder c_oakin3,RoCH IPS rntnor 5[-ainin3 oh 50E--joints, breAks on-bo191,30kts cki-8?ockNosAyCHIPS 1?).03/0 0 Ot,15Schi%+1Wc15patkic,tight 3vi in ccxnecl.Lzci6 Wdspar 1-1n3ers-Roc-1-C is evenfy Pokatedava.142-ific./Fe Id spofti cFelk,F,Kc cchi3-1-di'thf-r42-clium'areY,(nd gra;neid,Evenly Folic,feci rockCHIPSCHIPSSel)ist feldspoAk.cas belowSek)iSft-Yel-Tnk,rnZy9003-kz;ii.c. (ocay,Fine-sYcx,ine3, 11'.3ht 'Bre)/.Even 11 Folt'clie815e.' Bottom of HoleWatt t sorrie rrfi nor FofisVit'n3c,\-\tits
  • flcCckafacier-sEicay Caulf- stl'ckensces CONDITION OF COREDDHPAGE of 2,SEABROOKSTATIONPROJECTHOLE LOCATIONBEARINGELEVATIONINCLINATIONDEPTH 11f.01Logged BY: J. R. Rand 7/12/72.DIP GRAPHIC LOGDESCRIPTIVE NOTES50.2/Boo (rzone Imixed cloril-e,cola grey oVC.citurizifeboulders. Not nloc}, weafrlerir376' 0F oF RockerecLkseafL@Wps_- ofeces -_1306( i5 sir y0 *..Vt., .r*PCS6-1141 'eldspaig'ic.ord,c"-)-ioe -Tam&, evenlyFoliatedtoCERATrr,EWEAIK R (NG WeOcnothreerrisco)ooJion, oc.r);.1-rvsty aJntbS*arid sot o'effeds on 30645 *Ng'sCHIPSHIPSVOGS\ *...*leand partin3S-ZHIPScHIPSCAltPstoI , -pieces* Chi pS.71p..ces,^.^^WOC1CS 1irly57*:---Fresh_. __-zrAiniy-)A fkindFELDSIITHIc111i1101- FOC-0.A %,"FcLDSFATHiCxfek5pDrCli3Color--*^-.*- ,no lb VSchist, 1-i4sancl-ii. L1:shf -3rey,Cl'ne-ankinecl, evenly-5-. _I 20---^

DDH 1-73PAGE 2. otSEABROOKSTATIONPROJECTHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH 11(04)1Logged By: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES100^-Atf'S.S'pieces%c,k is aah-Hy?A:LLI:PA.1411411tCWeoffiered*-*Schfauv.tai , i81,11--sty )every foVaieci^No MOVEMENT ON DIABASE CONTACTS)-yrXft.".**CHIFSC,I4 (PSct-HPSHIPS,VuG6YC.H I PsSiain .or\joras 5552Occazioy103ereek5IFTRU5IVE CoNITAcT,140 IMSPIACE 1ST V (De NGEFoci< rairty -Freshslicabityweathered .Diabo-SenesrainectiSOLphenoclysi-speckBLEACHED ROStythirZOWle.join s*S-- Cfecti-tsma,- pieeesRoCK ISgisAcwo(cHILIED zcwg ?) "TO TANCONTACT DIPS ES NeerIAL. o ScH(5Toc I Ty.Wo zkevt.Acerism eViDENCE ON CONTACTCH ipsCH IPSCHIPSCHIPSllytwxclRereci*.Pnetasedimenf _9bck is lairlyiresh o sWHyu.\P-afered,-orne :poodery statNns_:::Pe. 6HA16Ev HMIsV--*1 **wVAg) ntS 0-hdn3S. Sor-e.-Breakslo, ch;f,s-40eabizt- Gtoczyk-A-te.,SotneLoCe104.0,1-Eic,, .Pthe-erainedi rnecl;um fi34-Wey. EVenly foliated-ros4- shins toc_cLity_L- -7,-. *Rock is k\-eshDio,_6oze- V61e3yc6ned, dark-grey to back.Spck(e.ci pherocrys}5.--pteteS176' ex,11-orn of' 1-iolt^

DDH2.4tPAGE of 2_PROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATION DEPTH VAI -771)/-12.Logged BY: J. R. Rand 7/12/72. CONDITION OF COREODIP GRAPHIC LOGDESCRIPTIVE NOTESI -10*-44v--&Mk-ICSChipstopiee^4rlyIGHLN,a ATHERCD(Ifs cck _au srCHIP5Rock is rAo8erccl-ovweaf)ereci 'I/1'4We 111-.1out) \ ocally svere -soFT,Ru5TY,-herl o:comeact=arote. .,:soir4sT1/-1-04(ini-ervalseotoLLBreaAcs -:ChipSt3 1.2'S50_ ()feu-a- _CM PSRUSTYRock realeofely:oeo,thsrecihh-out Somebleoth)eck, tcltscolDreck tosEvERE wle-IATHEROG,2..ROSTPu5rY n-oi 91- Local' ic yWatherech-rusfy-oneSE3I-EACH Et)SrealcSCANi?Sfo 2pieoe5cHIPs,SorfHIPSSorr, °wry,ock lit(kraiely:wea-her24 -1Nousl)-72out, Feldsparvet\lels discoloreerfo +an. Some =effs,::vk.)8s2/ Top of Rock iorife , infer rni xeci Rne-3rtkii Clark- rey roass;ve.0,nct coo rse-smined I 12shtfRetoritNAgrLy-FINGRA wet,oy. le rorphyr4ic,rnecilurnrnecit'uty, dark -3(ty,nart-ow geir\in3@ G-k) tt inkervals. Veins55- C30. Akk ve6ls &scolorecitzinb,jwec4er;Roc.kfojt-ly COM pad/ LA3e.a.4)ennir3 noi-in3bi tioo. cloveWELGED BICT STRucToRE WITHSURFACE WEATtiMED E.FTECTsFINEar'Y8.0 DDH21-PAGE a of '2PROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATIONDEPTH ig101Logged By: J. R. Rand 7/11/72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESRock 'Is *9,411-(y40 mode rati norno\ FeAdsarveinlets'are. discoloresL-kan. Rock not-hckably weak.A X)(soBreo,ks1:?bdci 5(C31.NiAyA-0 mocler44usTY,Wea-kh erect t1 or -_r- WEATUErRIk,,pi ecespt n3) veln(el scieY-=discotayed 40 jo,n,1.-coN1 rusk)/ zoneswoLl OFS:=10 t.S/pieceSk4tPs-110---Cy' ipmot= roNGck 5[81/4/tlY :tO .5'RUST i-o modekelyv,ieces_.-RuST Out, felciSparS t33di5Cdoreds.,iqtete.,--120_:_-_*q.: Lp0a51 tosly zone5 on .3ol 0-5Interrni><eci Pme.sra,necibark-9reyl;orile os-Agrey cmrse-smineciFine-erc6ned rock 1-ypeerec6nlinoje s Rock discia\oreci\ke. weoherm3-Tnier mixed Cine -an8 Coat" e -s2Y-ci.tned D iork. High 0..nolevr-ininG"ibli;ntervak , Rock -(s. discoloredweoritxr.ice* INC(LIGHT To tin oe-R ATE LoFATHE-RiN6 --cOmPAcT).I2V Bottom-koteOr\ .3645- Breaks DDH B-2 c,PAGE ( ofPROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATIONDEPTH g3.01Logged BY: J. R. Rand 7/11/72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESBreaks@Chip6 2.5107: pieCeS- 3' "Cop of Rod. x'sFINEsoln;ect- kin 1ocol-.-xFINE0Fine-arained,c\ark-grey) intermixed u.;144-,Coors0-n4k rock(or i fe ?)*FiJEn.)5sl-anin3on.ol-1(3te :jointse 5' iofervais' CHIPS,N5TY*mtcH I PS,RUSD,--LI CHIPS, Ra.STY*----vt1-11PS,ROsTY.7\NNE.:)c )1/4 )1/4FINEX 1. 1LFINEx23' Bottom of Hole00 DDH - 2 8PAGE of SEABROOKSTATION PROJECT HOLE LOCATIONBEARINGELEVATIONDEPTH 231Logged BYz J. R Rand Viz/1iCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES4' To of RockINCLINATION* SrecLksDIABASE-(BouLDEA?):g Chps-.81- piecesZorii-e in\-ermixed do1<-3rey, fine-3mined and coarseemined , I1'314 grey.ISFrectominant(y coarse-Branect1-YPeK0.40 Thoderatel)1/4Lk) eaii-tered,*x-1-hrougboaSDTV. 'rock De--Coros;+ion and =heo,vy cost oY1c1/4nale.:304571 X ySANDSEAM01 PSI SOFTilSAND SEAM.1CHIPSCHIPS\F 'NE23.7' Boilory) of HoleNote3D/22_Rock Qe.a_ii-)erirsand, ruS'r appearrs due+0 orrcx.c_e. wea+lner.ir5.*Beeen wea.iirlered:zores rock iS_in'teMai(y.

DDH B-3c)PAGE 1 of 1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONELEVATIONDEPTH g70' Logged BY: J. R. Rand 7/10/72_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES7/Top cR-ckFOLIATION)10I--:,e,8rea_KscS%.d< is fresh,only local rusiy :sio:tnin3 on.1 .solnis Moskly 60'):::Loo arnle(30) -jointr-:rriecliorn grey, mecNomcoo,r-se-9rainecl1 locallyPolialeayotanife zones,: X s-1/1-oi,5'.Foci< iS Cre51-). Biotife - X x; eces°jUm mo,y be sVsMly wea-iferoT )sx-sr^Porphyc-Dlocite,$icAlleSpollir-27' Botiom of (-101e Mr{ VERTICAL. ZOIN T'Rock isCoAR5EFIN-61tAitsIEDFOrphyril-iclor;fe,okoR%-rTop of Red<rD* *inter rn i xeddark-grey rine-riosd andcoarse_9rrx:ne.d4yPes. coarser-3ro:meA rockkends k-o weediler MOM. TharlV'ine.-8vainecitb bwron ron%ni r)3.jo W57@6"4o V inervccis'Rock is stightlyWeo.i-herec24) SActjecOARSECDARSE'esh \ook-23' Botlorn of RockDDHPAGE ofPROJECTSEABROOKSTATIONHOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH Logged BY: J. R. Rand 7/10/72CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESNay 6k-o2kn;n3 pr)jo'n-Nis634!oynBioRe. 13 sligh-fiywerae-ered to showrusly'broLor, sti-eakNo sUe..kensicies DDH S5PAGE 1 ofPROJECTSEABROOKSTATIONELEVATIONHOLE LOCATIONBEARINGINCLINATIONDEPTH (c. ILogged BY: J. R. Rand 7/10/72CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES2,5/Top oF RockRock1- CHIPSBroke r,CHIPech.,Fskleteces:"Ei.cHlpsCine-3yo:\ ned,VY\edi'u cto,rk-s reyOcca-sorwAi zraciAl (.011;6.,pinenoc-rySi-SV'resd.inkrnally,mansaneseskt\inin3 on closely:k-2,a.c.e.4 361 ryks--..-14Z COWS'Breo,ks.2%1/iniervalsz.5110intGenerukily Virienyck:vned,meAi urn -I 311 greyori(.).31+1(1zonesOF?0,p)-yr1-1--ciorifer..R(is --es\n,..Minor rusty=sto,thirn bcoly(Yr\ joi niss 'Josints nof.(mfn°r PYr'NMINolk RUST40 1:2-i1kliCrWS 50_1f 0%14DRusy GNARTz. AND CALCITE l_tueo voG41,6' Bati-om1-kole^

INCLINATIONBEARINGHOLE LOCATIONELEVATIONDEPTH 41.01 Logged $y: J. R. Rand 7/102_DDH 6-.37PAGE I ofPROJECTSEABROOKSTATIONCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESbpl'piece s700,30 n+Rock is reh - xXxSorl11'3\-+ wecaerina 0-nd -x-- xInferVOIS\roY)3onijovnks.lfl300dipG.' 'Top of o ck CoARSE'--C) Co i fe - mecium Pine...-9ra.;redmecil'om dark-greyi massivePE.BmATITEN4wCDAE.TuRAEZ6 3007k 'IS arkeremily : II' )4wIT-H RuSTYn\w-rsFresh collY1 -}Nr,_-u ),65-,i0;ntrush/ '5faiirlinq on* x v:Joinis._ v. li x-K*rAIMIKoST Poc k-Resh.xNo kVA-except-0,skShOWn4- X X ).t\SO,SUcken5deWOCK k 5-CHIPS :Nth Y-05(yOn:f;1145--1c)(),V ).-KC.5.3o n'ti"Aecii)rn Pine3fa'ineotgfty rnas5ive Dor+feHigh arnle ,jonts @ about/pEGmA-1-1-tEWITH GARNIET/lbuRMALM.0)4N0SULPFIIDESi-RINGERSBoitorn of Hole PROJECTSEABROOKSTATIONELEVATIONHOLE LOCATIONBEARINGDEPTH 10'INCLINATIONCONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTESDDH 8-33PAGE \ of 2_Logged BY: J. R. Rand 7/10/72.Cock.me.liode 1;3htgrey Loil-k rose calehesjof,said e8 srey akil'orireCoarse votned rock oppeo.r.,CA. at1etfrISN- f.-\eoneA'rockDIABA5E Cu1-5 OloRITE on) INIRUshlt CoNTACTci-tit.troDi 0.130.5 e Day14, grey, Cirie.-Sra.ned, w'cg- dark sreer,sAen 0 e.rysi- 5peckl n9 andoccasiona( pokbes of epi'cloteCHiPs%ck 15 rnoally-Resh, W local =SLIGHTmoderai-elyLuEA-NERING wecdheyed -zryneS7o43c*cex\ O ,i0int-5 -ROCA( it FMSV1 -suG14-r-wEA-MERING exce,pt- asCHIPSMinor ocalRA' on joiniSCNIPS,Ros-ryFbck is -es'i-tMinor rosl-bcakty on 4,0,1411K TDiorfkk- rnixea c_oar5e ardCihe sminectDiabase Dikebiorite, hix-8 coaze andne zv-a:khed rock SCHIPSifes11Very I itlie skoin;igg.ron 3oinkS2.3' Top of RockFine Gra+necl rnedium grey diorite,RockBreakse.t /t01.5'inketvals_ereolcs@Onps-\-opiecesi pS.61 pecespieCeSBrokenCYf;Ps+Ppieces PROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONELEVATIONDEPTH 15x.5'711017Z,Logged By: J. R. RandGRAPHIC LOGDESCRIPTIVE NOTESCONDITION OF COREDIPDDHPAGE 2 of 272.5'Rock is Vresh.Orl\y veryMinor SVt3V1i-510,inry3joInTS701_A A* A-X X-_PEGMATITE" X X XIS 'VEINReuc-T BANDWGAFTER META-SEDIMENTDiorife, fine-3ra;neet,h\edt'um- 1(.8)61- 3rey, withlocal -.onesofcoarser-gral'reolfelci5pozl-hic rockIIBreakses1-1-01.5intervats2Medium- COW"Senal Diorite. -Diorii-e,:rnossive chrkrY -rnecil.um-Rne 9raintalioco,( zone oF coorser- -3rairledporphyll'tic biorvt-eOccasional FeldSpAic 1/6hh9RUSTY STAIN105.2'i5Minoy-roslyor' zorrienistock is Presh-ti-woush oot, Oplyocca.ohai int nor0-3or ]oints'Roc-k hot closeyjointed,.NO I l'Ck enSldeSRusrEb,PITTED,125.2' WEAMERED6ejointCHIPS,Iliwog RUST ?c& is V'TeshMinor 'rustyS-Vainin5 onj 0 SU KaCES.I 45.2.1%els is fi'e.,5nDior;fe ao_rkY) Cine -,ccosf analctoare. grokne.8, (1:3-vtgrey zonesFreclor^lfnOxii-ly Rne-grainecbior iteeottor, of RCAe DDT-I3PAGE ; ofPROJECTSEABROOKSTATION HOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH 72_/ Logged BY: J. R. Rand 7b1/7A.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESRockrD;orik-.3cc6neci_vv -vvNps 'rn- V Vv '163'7oc_1. is Pe_sV)- XXXxXFusfyonly OccasioraiYefycud-Or1.30t'Vt-5_ k x--cek is 5\i_shrt(,3ets&cec\, pt A-Loi-PI kr_ak rod- ,or) joirirs6040706 iots21 iniervds^poesor,a:61e. /trait-1z./ reUsfxkr(0('Wi bvi( cratizAn co2ni-errnedum dark grey,Virv- erainpA 1 massiveDiorik dark<-Roeoro,ne.d , x5 0.-1)ove,Ra_k -Vcesbcy\inoy- sienin3on joscF3Ock f(CS\1mr\or YOf _ch,()s\9f-. \\V =rjnfss61i3H-oxtu'r6,3 3\ ;04. t,,)-kcv;c5'th5G 64'siNownc-ayft , a,:ek reyorained, LicCCC-aSiOna.)*CoosSe- COarSe.-91-0,;ned, -z,one,srD;ord-e... Jcilfkgr-ey, fine- _graineaCoCax,S1011.1200e-S_arey, coosse sro4ne.ddtorCoo-fse-xX X X coarSex It XXxX X XX X eth-rxk X X _X X X cob.ree 12/ Botibm of o1e.

DDH 6-10PAGE ofPROTECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH GCO35Logged BY: J. R. Rand 7/11-12, "72..CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES25'TRockcrlipsOnipS0-10celcskisvi(yoaiktesed, wiX-)X.Xsknityl_: X x )-(A coarse,X)CX,i'trt5chips(vo99YChips5:0E-r )1'sAt4s6Ael Shoon(Rosiy X )( Xde*ACIFiren4 0430,CerN3F- XKAjOirliZ,)-X X XC'Ct',S/n7:-,>()CrYinuror'I";,:jo'Lr-\is co.Ny z-D6 Iler_bfecks3 'Rock s C'esS1 2:NY \lexy \minor 114+ rusty ;5173:ps -+00k-k--ctIfie.3MC )4 Cparse.:x y

  • X-X )' CearSer-ock f,-; .Re<i\-) *kx xx-cf,u,se1=x:>Z`Kx')(CoOsSeon,,joLnt-s0) ass-)4. xole)r)(\.=x*- x x KOC-1C tS V-e_s\-)`A kCcosSeX X XaxIrseCoateCoo.r Se.icArise,in\-emiXe8dosk oey o..n8 coarse-oomedI\fsc,ay. kskr\e.,-3rane<4 rock?Teckom'oncd-esrnxed 804-k-ge/ftne,srainedon (t4-ere/CbarSe_ 91.0,10e ,orsd-e_ ran'tke.) coarse, 4'4 3A-seySecWeck yncusstve.INDr=yy\eA;uYY\'fz:61-\e/1, It'gVA gvey -FoliOjec\G6.51 6oftom of Viola Firut.Cocu-se.P1x,coarse.Con'tel i-1-\\)628 fine-aaHreddark- gey mazsive a_ndCare. sictiv-led IoreycoaiseCne,tjtiyeclcnd cocuseDv.dioriteofNoleRustycRC)C.1 641/only uary rnno rrusty stairT Iccallyon joinfs._,j.c."(nis3cf_ic,b3CkipsDDHPAGE of 1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH GT51 Logged BY: J. R. Rand 7fII-12172.,CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTEScrip.s(ROA sIS ci..irky-6-esh, sulRject to :lusty -ictin;rifilsorre Loccxkeniykg_or ) joints_-:ChpsYutcRAK.c,"1.1/4-1Oflkr,ehsp-skielyk...)c_atf,ered \any* n1ex natiChke31nYJIY , C!-.5 GVIOwn .j6in15 (se-70)DtoRI-rt 8ouLDERSTor._of Rock FINE.tIk.J m+).gra'tricAdco-k-grey and ccaxse-scoheciliQht -9rey. Gxatse arairteAvirexiorniv,ai-eslock, Ty,i)(eddark-3vey and CoarSe.r oraireti1144-+MS 0.5 ...ShOtOn@ 1 4-D1 'Wel-vats -----Rne'RockNO rust onjoinks STATIONPROJECTSEABROOKD?) 2.PACE I of 73ELEVATIONHOLE LOCATIONBEARINGINCLINATIONDEPTH I 0-'11-'CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTESLogged BY: J. R. Rand 7H12...,MocktoWy afthilereci.bleaciw.6 brxciatect %rock, =stylo-11 6okt greeng:e-d<5 Apeas le) be-same.. -roC_kbeico- X X X(R6C1C is Pcesk,toeo-geein3xkolit? OCCA rinO1 \--Veinin3sprerioe5. OLfl3xshoco rnmor ros---S6ntn_o. air-4t t *110avais?)-dnoos fine anaufa.r(wen-tett)*ex6e,eyamie,a, ty,ass ve.,-rAecl po-orey,itfx.ctsteocoiftrl prornnert Felecioartz_ ve'mins3 of Ksh an#5--li,o10-sic(?)'Rock beczyme 8;ci6Isicv`tafk.-3te-y,raivleckdark zreen p\ex,ocrysts*Top g Rock .11' Avetalrenfly GL 1A)eathere.(211;cyrifeRrecciar D DI-I- aPACE ofPROTECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH WiltLogged By: J. R. Rand 7110-11112-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESr_-70Ica-- veck1DreakS.elift, .80_ peces:chto s7 F) eces- CVmpsP'ee-e-Sbceok s?.vece-seh'Rockmi,'\or.,..)..sgr_r: +1-t`Pock-marks Lohex-e- *,Oe,t)ocrysts have-_ +WerAeXe-da out+ *x NixC1-45-644-ty= -,NN\\ vncdelately %XoRw_reslicb-pd\-X\Cps x$77 v.++ 1-1-+ i-f ++++++-t4-- 4-i- +Sligtif.(ADeoiCoeargro. b leac hsstL-sorne: febsparsCh'P3 Tan . Fairly comp.& rod< -Roc_k aeache.ci, =n)ecliu M-13row , pnehoCnMs =LOsa.Alexed(3f-ff fan 7-r-13ocA, bec_om&sarct phehocrysis1\to14i,shAT,31ea:1,74s-BLEACHED CHILL 7-014E, SILICIFICATION -ChipS7t0-139,31%CkCal(ly VieshChipsMinor 5-fa:tn s on 5DOm hernial dark--.3yeer) co(or.Vtorrush/ stak 6v1 LW, Zr1+5(RCek i 5 CO:Ay-freshfA=Warabase `1*(ke..(?)Chill zone_(? apharyk.C.,(,5C.oh4iAc-r-`Do1-.() khi-Svey (6(ea.ci)sheAr zone_ - oalcied hi arde kA).(4cii3Oacemenis, Rockis corn i)aci-, IDreaks acrosscore, co^d no+ no-rolly on hl'eksl)ear Ikan2s.`Rock roccityrpoyly2. Cal&pathized wi-& zed ihrielit.ill -zorle,.cLIOCX,/ (ine -actineci closkaey, wiki\ dark freet-) phenocryst(small ). Ohly gety minor itev,11,3r-Dia.6seC-h IZone. Welded breccia_ *Wl blCA)005e, C141Si1efe4 e.0Meksame-h fccicscinis{s/ minorfeldspaff,i7,1-6,1Shear-PROJECTSEABROOKSTATIONPAGE 1 ofDIDFT-a 2-BEINCLINATIONDEPTH KAHOLE LOCATIONELEVATIONLogged By: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES134.3'rock dick\iky sy_ **-*ere-CV.()el< ts 5 y -_- ' .-:...: - ......_ ........weaCercd fro -oof 2._minor(-06y stanir Oron:joints. I) bleac-hed ArD broLon,ryrile Ao z{ic,<ensickesor\ joint, ,.S5:civarlaae. a.115k-,oafion 6)1 hol)"Diabase, ,Eine, ,3ro,.thed, I (ski- 3rey fcck161Boi+orn of 1.61*15c.1'4-o .8EOP-J1Chq:1Spieces6 It)ieces Rockbre4s@...V113 2ecesDDH 43- -1.6PAGE ofPROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH 2_8.5" Logged BY: J. R Rand7;.CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTEStnirlortuSkychipsRock is c'e..s\-)Very rninor&alcae =cock.413 or .sorne.:Ao'Lnis. Mostlyhok- rusky.Fas' "Top 4 Rocli_iorte `enKe.8.flea,dark-3rey ana coaze-gvainist.c6h-k---ertyvectorAironilyFine, -2ro..ine4 8t'orleCazr92coarbe.2 8.5H-0 rn FHoIe*ir Reck )5Cres1-1 'I-6003110ot - =LOCclify mor6.0(4-enene4 r or\504-. -minor -01r)t, sorickce.5 -sIkk's -chloritemr:D't :joints ,low2d)-zo-'Col 8reak5G"to 2.'A-erJOA 5 or'lowange jot nf5200-30f Y5DDH ID( -1PAGE ; of 1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH 2:1- Logged BY: J. R. Rand 1-214-72..CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES10CHIPStwillet)Vu9SCh-e cev+,Cvnted joiriiS -61thrcx)shovt on 301ock'Fari>e_fres1-1 bui,Shock)sclev60 prfw,Y=Cis an -jo;n4-5 andpl-o,ocrysi-5TOP OF ROCK 18'Diori feiR'r,e. rai neA larey, , ass ve - closely.kitne-cl3"-to\Y\A-er\f0-5,j0haue 6it'cisen5;8e_ -1k-6riseckxvv:3deveAcvniexct-Piar; k-e C'ir\e -5 raj nex4barl< ey as abovemoss i yeCHIPSCHIPSCH(PSrlier)V U95Dor;ie Fine-zrojnecl-c;c:cey, rnozsive -oc,c,lty speckledroul\ aea\oS1113,FpSeIS FRG5V1 DDH VD1-PACE 2 of,2_ PROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATIONDEPTH/Logged BY: J. R. Rand 1411172CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTESChloni-e development550 -*-744.141(-T. X X X6 '- X X(Roc< is Qe..s11$x)".X XX X XX Xtdike++ 774' gof intiusive, chilitci 41'34 coni-actVarizgra.kneciimedioro gley c o.Aifed conios.f (?)G5'joint WI'leref I erect on = 916 exr,_ept97,6H,98,8,_lotoanqet,X SRiledxC-OCk 6shl* X Xzis°Jointchips415°7W\joints Zone.15 SOffx xFaulf zone .-buf no of parthfly opan.-xX Xpr;lkx bleakS30;45 arelow atmglezo°merase dpOrihler b(eojcBreaks or\?`"angle joiniSShown. No rot.x xJoint ho,v)x xrntnor yrufe-X X Xsmear. - x x(Rock6s1).= xLowQoini5formCore.breaksCorebreaksonwide -spacei:joinisRock becomes rnedi um-coarse graredQk)oXk. 0 tinfern'xecl coo.re- andFihe tack -ypes.A pparenione, sof-we4 by 10:+.er;i'.3but-not ruLiy or Ic..ke-r\Sicies3.15 clfv000..ez.YYASSUP- fexivre, -rnecKum coarse erosineA, notfOlioked, meo1ium grey.eolt-cs,on ov- vole DDH DI-3PAGE ; ofPROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATION ELEVATION DEPTH 55' Logged BY: J. R. Rand 4102-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES* I' Top of RockMv'A-`PinfsiS Vre.511. -)k)(1'ose_ zoe'-zort9a0,0aZ diorite, nneeclChipsMinOr rud-y- x ),_dark orey. Localy w'itindips- x s )csi-o.ins tocally-.7.-y yy s s'I rregolor 'oticx.t i o n .ChipsOYI jOl'flf5-x s s)5'joints x___joilmtcROCk is Ciesh, No 7-s ), $x s _Czoccitz. cvoril-e , a3 abo \/c...85`19ofrusk- on joinf5.nk.s : 'A V V7C'cj-ir)+/ Shobi ire o-..ntClo+, r)of(-)Ii itocAi;5s,rncic00,itc,ib rAsi rock chi. s (111n3s.. ::" )( x x_,!  : 7,,r(ghy cci.hre.6:9tcbine_847.ptossibe ci;a6cse dke5-4,rfastdeOr oeorite,t9chobn-f)eint--'*:.?ock is fresk, :' x A'ANY Vdi n ino 0 De-n65' ':-11 onno-t ru SI- y . se: x y yOs uox+z. at.0,-; ft, Dreciprii;nanilyOn joints. -i)tal-ion.s s x *Pine- gra; necl , mec Cum ore!.-ainis are.---- 2 -4._-- ejoi-itt kvasFoliated . Foliofion varies2oc'-oclips* x ., kin c4 and sfrike.- ....... * -q) I '-'2-' Wriervals._s s7onjoirif,Smooth- x x )4 crosser rinect_(Rock Is fiesh, -= vr w I, *X x S,7e-Clop jo;nt :pints locally15:-4-'. 4 '.1 \)e(ded' bre.cc6-14-i9V\t` 7566"LA, en or i .e. slippery clue Ao: xiig .., ..y xx6s`).30',0t---:slickensfded .y y X V.65-.5 Bottom of Vkolea_

tntrus ionbreccia;coeldeciBecomesCoaczer-inect000.ftr_ diorit{e, fine. aroArecii,Medium dark grq /fairly massik _but IocoAly shocos Vac kaiofl,A-e)(6... Narrow \Jrfs sometimes_simw minor vog3y zok)+(onGoosi-z.donk, medioin- coarse:3(-`ne4 Rock eidensive,Yilroker 11 pss ible shear zon2Rock is '04eredy siffir-erY 6346 chlorite% Mior sickihs bytnfRosty.D6rd-e fr\e:3ra:kned dcv.ckeley ocaly 106.) torncoatle owne,i dio4eDDHPAGE of 5ELEVATIONDEPTH 6c1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONLogged BY: J. R. Randii/vt 1-12.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESa-71.6,5/Top of2070'\joi145k366-1s11" /-5c:crif ltiVArsc:os 1(10-. VuSy ciA:, Some joints ICIihiS :....)/ 6101AMinCf k1089{-:SK @23-21f,.)'h.1,,F,k is 6s\_--v,.-). 3o--elcidtps aery'@ciase, m m-ar , ,_611'5 nieniaiS dUSIV Coatqopil .1% .6/ On ,p1 iS, bu _rpkPot. __-:Joinisot-ifl -10,-) sli'cket, toe -,'=irliPsor smeared ckonie.:eg'sjo'i(*r'ockCairly =3rtufesh bd. .,'. --:4ersofte3W by-cWorFeClose-TIM(_ZconialfSheosio3.: -_;:rne,, -tYlinor v0a3y L =openin5 /1\\o Ns;'tsMtno(,voaqy Oh 14-MoST,-S JoIrrts aXe hot°Pen- wetaedock s--re,sh,CnofChips3' Base oC \toss 'In Rockccar5auarfe diorle predr.nytiRne-To.:tned rf,4unl- dark -8 re y,mckssive_ ieKfure, xK14xDiDH D 1 -PAGE 2_ of, -3PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH 169 Logged BY: J. R. Rand11141-liz.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESCorebrokenas shownCore broteensAlown?reAominoly)igh oy6ieIIch ps- XX655nt setock is 1nreshXrninor ehlontc70piritirniror11)1'04 0 UtXCRAirnrusi-x 1,zine writefaccon t-NOrus-xer64-61,145:- xyX YYxor c', rROCk is85 /-verrj nor rirtygnese:70fD;r-ifShIco'fiN,(Ani ?yritxCleanalleann3 onCiorne-Qoknv,S%Y_*XMectiOm Coaroscpu cliorkfine gro:tincai A-grey.Locoj ca-.1.1-ser (9ra;hed zonestor (ft, preAam.thafily A\tite,-9Yaineck, ckkAc erey. Some minor -local coarcer-acted patailesis .Tces\,..,oo7ejointirresurar 7-:10 infe '64Corei)ro kenas &town66- f4'040A-ionCorebrckex,'Shoon6.5.CDIAkIn'Rockezh =70,0t,Core is broke,r,,5mocce,hi, closely on el'oirlts 2an4 cca'osiorYxt7,--750. sow_-bncu,N3anese, and pyrite., 27_oruoirli-s, Ghat-pioun3vlar bakz,-xroe.kCero \f\<10.14/niinor 61Rin5VsjointIfirocy3lloot-x-yx xare chiro.akerV;c_.-x-Karle Mar131 ett)e'Se-arriKpyrite ZtOkini113 bflQoints,*Fine-gvo,ined1c6rk-aey. -Oute moss'Iye WureLo.01,t1 ocaAshosis.%ckRes,dosidy.2./-1-0f079--rvoJsYoYyin3 ociiii-uc.-Ie:; aryl Lersd 'fpfine,073,ine,ci 1dark3rey,(ocdlyvoloely CoWed ,WockVcesh nof weo:there3ikroojnout.X yXsYnooth,cltain DDHPAGE3 of 3PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION BEARINGINCLINATIONDEPTH 16 9 Logged By: J. R. Rand If Ivf /72_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESCorepynteev(:A(er)znlearS51.v3tonro,(eaksco.1/Cokni P s14enials:F.: No Rosi-r?ock, 't5 Fresh-Lccollysurfaces ore.slIppery oitk ekorite-ckvalopment. mos\--\Jteflfln -2510 30 too ange:3cAnis., .$ttaom9 V XISy.V XX 7%X le a.t.111KU S E C.3*.rrACFTX X)( Gloalz. cV,o%4e.,Mecliu41 COcirSe. gitColeCtaoorf-z. dt'orite) 'medium grey,nneck ion\ Coat-Se ork'mecl,6re 9rcx1ne4, diryey, MassiVE,dionfe,* 169' Battom Coce. 'tsbeAenCht'pSier_es orDDH DPAGE 1 ofPROJECTSEABROOKJ STATIONHOLE LOCATION ELEVATIONBEARINGINCLINATION DEPTII 65.3Logged By: J. R. Rand 12113172.CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTESioolder-.c..1or4e1 rniczeot.)s,o(o-fed1513' Top iz)P RocK.predominculiirne-srainedC:_=)Core 1Drwis-.3/c e7,SoZiointz'e.7'Orozci hi3h-01/4.11a(p.jOkri5_____ 7Dejo'irit, rus4yCore----4 rt-4Y1E t_.1'.1' :1 7s'oirtLIN is Itesn.r).2- *'-'fedieces ---:-Y(US CCaCCCIAin90, 20b-3,6\-c.&r\ OW C1118+- +ptk) arde -`,:jo'ir,-1-i,l,3otnis * + 1."-"...* 11,51- code8Om 15 ----\wi spread :+- +*Ils as 7 *nterva-,..- 1.- +_ANoon .+_ +cA-x)ci *,Aak 7on-rujgyvrt a -27 rozk.JO (nv3V (7 SObjecied=VY.TYrP,Ohon-etk-ects.ock 'fs VeshPcprnineni. rusAorm-on on jocriis,55ints-r0(r_urcxniervals riejno!'4,64);;te meoseckrode rcirg1heovy (OZ I4r-k 'P ft eSli70oNsl_yJOITe>X XQuark diorite, rrIx.--ure. ofCcarse aott .Rne graned rock7FesWI arde(76°-75°) rhuSife. confatt, tOtkied 8;kce ,dck.tissat-eysob-black, Cot q-o;tne,d, masS\fVQ.-6sP.-RS and krotRCGC cioseiy,joihied at varlovs'tikes arlA ctps. Lou anje0 0 ) oinks prectom;nate.rbiabas. A'keiasThesthe, isu,6110,dc, Rne evine{inocicX X predfxfit'AcurnyX$ Crxtru IlainectX X)(G5.3' Bottorn of l-tote.

DDFI6PAGE I. of \PROJECTSEABROOKSTATIONa./HOLE LOCATION ELEVATION BEARING' INCLINATIONDEPTH 33,0 Logged BY: J. R. Rand134 3 )7 2.CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES' Zo :'are dean bot locally:: )e A -'kxfure. rrosive.,,joinks *=/, ::-ha.ve rusty c_caling- x '1, ?;-r"az shown . aints _ x s'kni-ervals --3cH-D-106. No: x X X---X X-TranSi ti 0 061 Con-t-act h oil an* joins. - x - x iC X - at-al+Z. cAtorife., coarse cavatnecr-__a RuSiy- k X xtAINi- Srey 33.0 BoitOrn Of 40,13.0 Top of Fac r'reis freshQcoxtz_ cLorcte, rneclbrn aYcktned,eoKAY-;Toiris nonyiolyx %Mecihiln-dctrk3re-Y/ sP'ck led 15.4/ Top OF RocmediumCoarseWA?. diorite,/ predomillariiyfine, iyx.fh,P,A, rnecti'urn grey,Lady, oi-th hi3h afigle (7Y-8)-ToUc;J'ionFine,DDH Di -7PAGE ) of 2_PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH It 8.7 Logged BY: J. R. Rand 12.111-111-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESOck gedr),d Psho ro.sk-cx\joinis I=Lou) ounle(ie-sejt.lrrt,@--=cle"'intervals. C-k7c) joy)800_900anale; jointscurved joid;nierijoSVosio0S ocLervirk-ions-_curvedolnis Fresk.7d)-clop,1.\00\ tPYra-e Totni tend to=on -bli'afiovA ptanes,::4 Lot also cross.-609-76cjntn i 51:A0 n _icki-'011pcion)el's.",pyrife.on jointsWjointseshRcPACjoirits joinf5 Follow both .7-66) h4-0s8le -CD4alia7i=and 3e-1e (No otyz3te =vanobk,rf ixk1ernST:ko roz*. Pyrite onSome-joints .^aoctri-z.d.-rk, Rne.--sra;necl.3-0; n-VnTr-reloenfconc_f_rytrak-ionsoclor5-,AcAsneS.cvo5s-cuts -ola31on(:)c)-410`)clips,Qoarit ctionfe, as clove,Fine-sva+ned Collated of 6e-ac0dips^

DDHPAGE Z of 2.PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH ti g ,Logged BY: J. R. Rand 13.1r-171-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES(Rodc CTesh.eedo;ot 3oh@ 6' ID Z165°.3,06-`ed'ips Occaionci(Vock(-'-resf) ,3onks@ O30kus \r\k\r1 on3letosHo 6 .51 Rt.kweakeroci on ,pritr.folt'ofion. Not rod-y,boii twxy rv\ocleic&y weathereocCk6sh breaOh 90.0.011-b-5/ .1f-yeirva(sGoa.(Yort'{e/-fl'ne- yam ,meciiom-ry/ follio,+(on@q5O+070° dips , 'Rock parts onbioftle fokthions and across roldonai- various aflityclesGoarfz (or,kxoi(yfoiktied, medium-greyFine-graineJ,on(y weakly -6(01-exi *'ID massive 4e4ure13reakspieces "as- Chi S,'- NS EKalcs:#110 2_(i:Aeces 118,7'Bottorn ofe DDHBPAGE of JPROJECTSEABROOKSTATION HOLE LOCATION ELEVATION DEPTH 2,5-BEARINGINCLINATIONLogged BY: J. R. Rand 11/11172-CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTEStor- Core- Broken'Info Chipsci-ups->-2o--CA-11PS --->V'clippins ris Rock is51131.1 y 1-03.1elf's/ly Fieh_-01 rattler hdly7051/4iDif\-is,loiniec.) which = x hmiycauses consclerable-= xof Core.x&c.k.kfctiLy rusk/ *7, xCM ions as Awn: yX x'Top as Rock ClUat+-e. clior-4-6/ fe-edomit-anfly11'16 u111grained ) I oc_akYMecli'vm-Arey Cobr.minor 1ucebpmentabout zot JepTh. FrIcthon is-Very sleep Fo ve,rficoi2q.5' Botkorn of 4c:k PROJECTSEABROOKSTATION.LJ1):-... Di- LiC1HOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH Loggea BY: J. R. Rand 1241302.CONDITION OF CORE-ogDIPGRAPHIC LOGDESCRIPTIVE NOTESBreaks:@:1/.621- Diece.sor, 3o6-10f Rusiyjoints*2ru SfyX7o jpint°,or.k is 'Vred-i._ x steaks on -o-io x xcii#03 y3inis-1/-x xRock is -('Tesh.Loodly = x)(rusty sfainl on -some, joIn 5.X X )(- -. X4.T,FOCK A,Quartz_ diorite, nixed fettred,c-lo,rk-gy-ey micaceous irockCoarc_& -Bia:,red I i'se.ter sray ryiatri'x.'Rock 'LsfALod. Layerira &6o'cli"i3Gro,-;,-hc -texiure, voLadePrphyria quotriz..cViorife.,aS af- bollorn of ho(e21-.5 ' Erittorn of 140le.-1.6'Rodypleces DDI-I- (PAGE I of 2.PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION BEARING INCLINATIONDEPTHLogged By: J. R. Rand/2112./71.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESBoulclerI 2' To_p oF Qw.rtzrnecl'om -cmrse 0*21.4\e_,l'94 nieckum grey. Locally foll'atedeanale (bo0-700)ciifps.Sreaksintervalson 30-iocisock is Cres. Rosfy!nin3 or 3rYle,ptriB, mitOfl a,(ios. sock breaks =-bon-n(1(1y OA 30-ledipping joints<-4intervals- :4-,$ "X VERY FINE.4- I's GRAINED)4 FkoCKRock s fresh ,1\iorod- on joints. 4110 =arele,Mos4 breakS Oh 0-610,junisctuartzikerecryjzklUzed by cl ton fe Quar-a dt'or:4e, medium-coarseatc6ned, rnedi'orn li'9ht grey.Loca.1(z some --)01ioL1lor%Ste.e,pHrer srainecl near- fopsectibn.ais dips, not rnooff,ave pyrite coa1-in3s oVIhi.311joIntss/rcotk 600jotn4 with pyriiex xzx xRox`k is -Fresh.\lot rositon jo .--f5xu,xMosf,join are X )( XxFiner 9ra:ine_c;Firtr- grainedRock is q-esh,no rod)/ on sjoinis.Mo3{ brerxis on l000- _arlde 2.0-3o. jointSne_ciVY1edo srey,Fok-konis. steep 60D-ctd'anci wavy DDH DI- 10PAGE 2 ofPROJECTSEABROOKS TA Tio N HOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH U2'/ Logged BY: J. R. Rand/74/2472CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES1 13Yactics_:,*_,POCk (..=, CreSh.":"_:. CNes fD -LEb-6_)(11S on b to: 1/piecesc16"--I rk5*gh eh,sailcol-fi .0311 eCIOD-Uoa) JD; nt5 __-:-Dips - e.71.-100_joint9 ip\h aY1,4 e (85f- clo ) .7)0iril wi-c go,' 41CO--L r-eaks -i,44) arqe,jointS --::g1/10..6/ -1_Me- Curved/ k.I.V.-, : pieces-7`)-1.? chlonfe or b I ot-ite:,,00"- s fri so rFaces*117-_-thyouJI outspt,';'t.01_yri, fe.. --1very, , aoartz cYortle/ fie-rods, massive, w clea9f-culled, med ium-srqfoliatedBeCorieS Coo,ce-sy-G4leci vock112'13,6fiorn of ,c,tehas pyrite wail 11.5=

DDH PI-11PAGE 1 ofPROJECTHOLE LOCATIONBEARINGINCLINATIONSEABROOKSTATIONELEVATIONDEPTH 65,5'LoggedJ. R. Rand /24072CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESa.s'cop of Rock uutz clfOr;le. Preciam;oontly,fire-tred(om 3va'kned, Mediurn-grey idolth loc.cd ColnFiner4eXtUreS. FOI4On G-)80or (5e.e.per50j0;,-f rock is zliehflyweaitlereck 4D IS' 7.1Oiri5(pCk iS VreSIni :Oith rninov rusfy .=._10,aqe Sfain5 ov. ioil-Tts -@(00_300 locally 40 v8;7 '_dipsePyt.ite coccf:An3S _on 0i ni 5 be(ow _I 8,7 '7.."_Coarr..er-,BYalnect65ejoint85:joirft-70c:joinfo ?c)e-k,'-Fz resh. 7_146reatCS MOStly or+D-30 Low cx..Inale*_-,3 rifs 01/-2'2-Rod<.,T6r\15we)....100@ I 1+0'IntervalsC-ocArGerciarK-9treeniSkdiontcloarit. diorite, praclomincintlyRne-atikhed, hokh0"61)\,/Co I ickierl LocoA zones-coaxer 3rcnQd, dark31-cc-Nth dorkfe.ccy-Arcser-grechfst,G5,5' Esoitorn of tiole-DDFT j2.PAGE 1 of IPROJECTHOLE LOCATIONBEARINGSEABROOKSTATIONINCLINATIONELEVATIONDEPTH 2ciLogged BY: J. R. Randlq13172_.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESToinispck_30-eicPRois .-T-esi-)dipSMinor iv*khroU3S1004-onsome iov1sRock Is i'res1-1,.;(7---..-*ubed ko minorMIC:kk)Sriuser-in1,0earenn.c3a.ndon joints Skji4VrAillire on --X X XleQUariz CliOrje,t Ne v0.1.11E-4/quik MCcaceoos (6iolfte in zones _oin8 kv\oi-S, endosed in coo,r,-3taiped 9uortz. clibrife mcd-rK.M icaceooS mck -ype isflc apparemekseciimehfary. _t-icks mther massive --t-exi-ureq,5'9rop of Rock tioceous60,i.irfi-Rock is Fre.sht,loi-Rosfy 7-7 -;<=*21.5' BoiWn of Role DDTI D2* IPAGE I ofPROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH 31 .01Logged By: J. R. Rand /02172-CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES00^ockEreaks.1.1-b1.5 =*pieces :=onan8le-7.:t0) soink5-1-J,o\31ci.e.rs - cfuosfz. clior4t* 111-Tc>p of Rock Qucu-i-zpredominanfiyFne-yojhed medium carey, wtt-hoccastOrpi one of coos-ser _grained, 1- rned ium-9 fey yyykiv-mqaireraiely,-erect, rusty)vosay%ct; i-N,shminor rosi-v sizt:or).011 same '..psol.15-Zaise%ism ,AecAlerin3 ,&ic becomo,s\ fifeCoarser 9vaned.t+.'pcitoRoST O (3(3E31' 20-ticsyn of Hole.

medium-ro,;redik.C1111 7-ce4 of base - Near CorlAr*CF (3 ) 60.0' Bcn oF\-ko\eatme d'kkce, sub- blac-k,-CA'ne Tainecl, c,rys6.111'nePROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONDDEI D--3PAGEELEVATIONDEPTH 60 . 0Logged By: J. R. RandCONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES-10*2o--25.2' Top oF Rock. DtA5A5E DIKE/ wcLDE-0 ConvrAers tokl) Goo^, :on j 0 nt s -It, t'Atnor1%0(5 S11.2ht ly+ + 4.. 4.: Com. 1-eaks:i C)-ps,op* *lc x x @ Chps6rjo+ht, (-4e4ered 40*rU 5x x A: 40 .s /-'_1(usiyabout -3 C. Fresh -= y x x_ _* peces k"i-Vbelow 3ii, 36;nis-x-- x XX r ),X ---A60c30Int Sh OW (00O31 Cos+ ":coafirys and some: x-cm PC,_.; ROST(* )440* Core-TS chips, SI i9h t --ocl c Lw_afiv.in_-x ...,",, _:re-a s -zn'inf"f.st-, sock is C\ckirlif 7-....t.++tt -.1.. Mo:,i- \jotn,s L--,,..r__ 1_- _..1e5 zi-@CA-N.-- x it )c3cP-Ao ueS" -0 V*511, , _ x xt -10 I/4 c4s Some ctusW coai-iT : x X Y , : piecessc,j();,,.On ' 0; nf5. re1:401s _ ' x.".),-*),.6D- IIffje dt's col orec17x..,--a 046, minor rusk+ f +it) 33RC-k is fresh*4- t?eS._ 0. .60L*ceT\(:Z ow_cons 'tic; t__Ovo.d-z ction'te,r,ly coarse-Gro3fled1 med um -srey mfcaceooScon6c4-, LoeldeJ Dioiasecike, so6-Uo,ck, ik'e,-grojIned95 ;nkrusive. contr.A.c_t, welder),1Op...ckzit- te-px-eaoryliv)aryny.QuARTz-t-re tISCLuskonlCOOXSE-TaA)cleca;t4rvive. conkoz+, weAckci PROJECTSEABROOKSTATIONELEVATIONINCLINATIONDEPTH 171.01HOLE LOCATIONBEARING611'p 0.-ttd-udeCore. breaks are,Chcao.cflerist-icoll3o 7:DDHPAGE of :5Logged BY: J. R. Rand 11/24.112._CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESx-{i-e41, not-XWeAfflereCI.,71: x$- x.30°30\ yrt)y%clear-lino rt-ASi-cfjcini, h() r(Af. Fockx :?b,:joirlf, clear\ On 3edif). .L- X.)(x)c-- V V %oslickeilsides* x:K)foliojion--OCP:xx36'cii.p or)Yeinlefs in ?ock is 4resV), _7-4 4 A4Bre.cco.,zone(IS above.,Coca sksBrtkek-,@placess-HoLar, incod i-jorColumnVery -thin veinlets.shf bleacinnggocke zfron.s.Fine-Vinect52.1 /to53.5'iS weided,healed,sollAcict sone1.)ori.te,alooffe, mixedcoarse. -Ta'i neclaeyenc.losn9 fine-,gam, aarK iorzy dro(ife.X 'tiBreakSCoreas-'Rock is Cresin=.,/as above: iehogs40 kmt onnber break dql,.,13, pint/or ver,n'iNRDcR becDnies kifecbmitActrd-lyOxicse-Tainecii with relafive,ly.SMa.1( -zones of fine-3ratoe.ddioritc .FineVe.in d'SxBreaksCore.CLSC211,011Fine eroinectvi6eck coarse ctc'c-Nne 8ortie.21.5' T of RockQuarta. dioritc, rnecl2rey,iifYY \olY1 - caar-se -EOlocal fine-9rainedc1ak4( erey clorife zones -as shoor,. Rock i3Purf-r-91111r124Fre5h crysiallined STATIONPROJECTSEABROOKDDH D2-'ftPAGE Lot 5DEPTH _ELEVATIONHOLE LOCATIONBEARINGINCLINATIONBreaksihCore.a_S. ShownEineQ0cortt dorLte.1cs above./ -vcedomnankly coar-ackInedLogged BY: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESQuartz 6iorite1 as above,vedoirninanfly coar6e-3rainedmedium gre, koitl occasionalFxfches-Rne-araiir)ed,dark arey dt.RneRnejsraneo. ciior'ce,c)`"veiritels, ux(cied rnicroTaolfcoarse153,oinl-tRuSIVE conrcAcT1 IRREGuLAR AT 65f DIP?orehyrific_ quartz diorile,coom 3reaknex3irno,ssi&.nlochum ey oki-k slightsr eenish f n3sFine- ,sra nendiorite'Palk iz freAsh/as above. No-rust or sfainins.brills coal( -fPirocij)- -out8teaksit\co re.slpiA)nErecd-s 'in coreas s\pon are,coknNionly--3o ctippia3 joinfs.-Faation76kYliS are deanys=notand' -do not Cit'p UntiErnix_iin one direction, -cock fiesh,as above.EceaksCore,asSlloconFineFine.

DDH2-PAGE of:3PROJECTSEABROOKSTATION HOLE LOCATION ELEVATION BEARINGINCLINATIONDEPTH 171' Logged.By: J. R. Rand 11121-111-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESI5-: Core.BrOkerl-: shoon7 X X(ROCk 15 Pre,ShzXha WED, eredX x?(xPorphyrific oar diomassive, coarse-gramec, Meth UO) -3"Y.

Ouarizdork, Verrn'ixeck.Coax- and PLreira'kQed rock-fypes, Locally Foll'ai-ed at K8ha.* clips ot.s shown,14Quolfz. 116nine..--3rosned 9u0.4. diorite,rne:b'urn 9fey, mass'ive,peP per - salt +exiure_)( X X CbarSe.PROJECTSEABROOKSTATIONDDH U2L-5Ot IHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH 65,0'Logged BY: J. R. Rand124102_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESSOLACIer 24neoverburctenifst'ne- Taineci dib rife,o' Top of' RockRodss are s ocic cresh --Breakslocu-c.aske 20- 50 tamed iyIr)k-etrialsWolk)65 -Of\ (0(.0\ceArockartzter kce 600_,jontse:3/62/'tnervalsniockmakse2e--reshpreduryftnantlytsckloto at-131eatinis aye,._-6-1rough out,low-arN3lejofsBreaks -RockRock is Resh,@ 57.6'intervals.1665' Bottom of Holec=,0vu -E-Slieht1-U5/-ot oper, folioAlon plane _60a-_amI BEARINGELEVATIONDEPTH \2.5HOLE LOCATIONINCLINATION--1"'Rockqe.5,orlt mincr-+1-1-z k1/4,:snzsoh oinfZ - xDDH 02-7PAGE ofPROJECTSEABROOKSTATIONLogged BY: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES107'tr t251 Top DiabaSe dike? v8xy .ne-ztro.:tried,very dark .3r,ey kobbzi<Core brokenCh1psi-ViTou3h- outCore.oniskerfkou..)ana\e-2,0Too70(NrrS2076906 DIPSAT 3To114 T e.P..vALSRocK t.tobGRATELY we.A-NEREn,S6F7ENIEb on) 3'0131'S- 4-Rock does no-i--i- ck.??eari-Wec.di)e red)ffs oiToserfly k)kt-rDkAtASS OKSweakerte4someu+atl: x )2'2'dri wx llsy poorly-*-)(5o0 conia.ci;,octrkzned;ury, c_ocLyse---,ffrainecl;IenycimeAnn._.\us.konsd.D cco1.,-vide,d) intros% ye.i 0-base-Vexy Cine -srai het(sub black. zq-een o6ine sFeckle4lQuarl-z cliorae, rrorr-c,ockmNC8bands of.Cr\e.r zvo,:thea, (Yorile, z;v1n3O. broaA foo.A-ed effeci-6keeov dipp+tx3 Cok+o-k-;on -ok.5 31noioncRmveo'Rods65 irrfrusve. con,62-^ + +4.4,117.kolo-se, vet)/acfn,e8 sob 1)1azl< w1-14(\ localspeekl;n3 D D- /PAGE Lo'PROTECTSEABROOKSTATIONHOLE LOCATION ELEVATIONDEPTH 125.0/ Logged BY: J. R. Rand 14071-BEARING INCLINATION CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES8reAsP.140(.5pieceson lou)-anste.jointShosT aNgThtiP5,e.e-to '85Tocto.sotts-rRock .15ro1/44y3okikS. Some.coafin3s:joik-)is18,rok<entsy\ kmangle,joic)s@.51+0intervatsG008.rilhiNBreakswick.'microlsCLQAN)LOW At4GLEzbit..3-rsCAWS'S tCLCA!ArisLe20 too85-*oli4TCALCrrE FILLEDo SUCKEMSVXSCoatuzRfRock 'S Vres\-17:--kkvfoo(21-\ -ookRock Cres\-,boo:2,1r,a01-zpredonnnm icaceoos (chtor4;c)dark-3reenishBreyQuartz diorae,coor.e-gnaine,c1 rnect;orn ave y.tocoly if4e.rm;xed with finefarone-cl diorike. Year +op ofsechm.QQartz- 8or.kke.,In'rer mixedcob-re ossantitistle.A 1-08<,4yPes1)ARK MlCACE00 5RoCKNOT ME:MSENMENTARYI 25 130."rn Of 1-kAe,^

(-Quad-2. 4orii-e.) 0-s above,ha.ssive, medium fine,Thedwrr.DDH*PAGE of 2_STATIONSEABROOK1142,11-Logged By: J. R. RandGRAPHIC LOGDESCRIPTIVE NOTESCONDITION OF COREDIPd Rock0.0' TopPROJECTHOLE LOCATION Cenier Of OniINCLINATIONELEVATION 2:S.9 DEPTH 50,1BEARINGNo OVERWRDENaoar\--,me.clurn Rne ojrailled,me,c1;urn 2rey. Massve, -texi-ore.Cho'r ock-034Locally 'tn-VroJeci 1D3pe5rna4ife. vein\ ei-sas shoLon.PEGMAli TE VeltiLZT, Co5vcc,mmt-rE. vEWLE:T,15 bIPPeGnA-rt-ra650301T-Ifdear,rn'thor Fos+cOltr-f+11:gonts ace Poem yclear\ . Not Rosiy-^Qoos+ dionie, as above. M055.0)2..-1-ne.dl'um, flne, jztined frrieium emy,lou) aY)2,1e.( 05 ) 3(:).(}5. S 140, 2' irh,t-voAs'Rock 13ecome5 ccoirse-yone.8G2k_lax-Vc, diOr3-e.,@72.6'_500 olf)inkrosik4.-, weAdedcofkox}.CoARsE GRAMED LOLL) an-30fA-040@.5'40ni-ervaksrougr,ROCk '\561;g hit_oto angle. 3oini-5weo:Hlexirs3cf-to35 dips ,)1'tne'Aer'klY 3-bints nok' rustyo.ificreclexcept as shota\?ock5';1{y toeakiv-reA, 5htIV*IVOcierole.thhrnrust on occdiof'-aljork 0-5 *74(4tfiefyn't,khe,,,,,iSho (')or, ,3604AoxGO _io.tc-Ni.;z(yweaiivwci rutky51;3H- t,..vatherin3Rusrymclerake.weakber-ing.on3Dints ck,S zhOtAINNO5i- ICSk hi-5 dipbout. z CP ,4-0 \ Isir4ervalsCMPS, 051Y6.RCC_Jf *k$m4,or rusi-65Joini-1 tight wea-Pre4gPAtnor ruStyCc341-y3s on some.join+5.'ksVCesh.atreded by .613\-)k-700,j oCRAPS, ROTYHot-GRATE yoc-AmertiviGMitioRCore Breakon IOWOZ..* (30°.3.0intsChips A-0I'in4ervaisBreaksOh 100JOMAS.5'40 1.5interois _$reolc.5142'piecesByeal<S.31+65Piecesits-70.ie'otevenChips -RuslY X )(X1( 1( X1(7(k1,4X X X 70 Contact, Ti.GHT,wetiAED,tsitrI4 C4 ILL zomEbio-hx:xsa bkke, very Pire grained ,+cob-of-<, dark olivine, 5pec.1c1;_65 cot,STAcw,-riaorr,WeLzetJILL zot,)aX )4 )(X )4l..)0.1kE..rriedium-fine-sitiQirearnedi my. Fairly massive -texi\ffe.X X Ss50 FottaAl0r)+X V. It14 y XLow 014e...:10irAs.1'4o 2'intexv.als Rock DOis(50,1i &Mom of^1-70f_joicleo.nBreo.k 5tdio' P.3G' piece s550 join+cl ectnDDH-PAGE 2_ of zPROJECTSEABROOKSTATIONHOLE LOCATIONBEARING ELEVATION 28.9 / DEPTH 150.1 INCLINATION Logged BY: J. R. Rand 1212,6/72-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES7013rettIcs80 @wide-Space's@.S'io 3'piecesBreak5ea, 4) s1-6 .p1eceS12WeiTHCRED-4.Breaks0.5'1-oz'f.ieceSBreaks@A/A-03.s"pecesGC:P.304 Ni minorrust.1' Heavy cus+,Severe-1i toeaillereci50dip@ wkle.intervals,0-part. minorroz,+ and di t*nor rustsq.0yi...v.60-eci 4 "`c)64-ra e"-localzedorCl.nele .30in'Z.RoCk is 611:,c..keary--o.* ' of soff sevei,elyweche.,xed-95.0/4-o 95.4 idepiTdeo,siert; cat ,joi ofiqock sis CresV,,I ocalty roskf,/ ones. ,ointsro;,IS Sevete(y tocalt)etect6,fro5kyiRcek:sciexe weathenn onfoli--on Cot- t.1'80Fcore in ekk"c6 \Dut*A-decompoSed =minor rustwee yocjoiritLotx.). angte..,:r;n4:: psrRoak i5 -Ci-esh, noro<sly aniolths.Joints300%c..kNo toSk onFINE GRAMCc otiRSE g*toeDFNE GRAIMECI(Docriz_ clior:tteirni)Ced -Cneev).ne.c1 Jark cyey po.i-besincoarse- gt3ine..8 1%.s\rii-er greyPDX.0 $ec.on/c. Fine .3rci'inede.lot.,.) 87.ELo 04,3e 3ints e 3004-0i00dips @ .5/40;,,(-et-voiszofle. clips is° DDH EL-2.PAGEof IPROJECTSEABROOKSTATIONHOLE LOCATION 20,45-0 N.Soo'E.ELEVATION 21 A- /BEARINGINCLINATIONDEPTHLogged BY: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESmaks7of.1 i-oZ2Pecsrn'nor rusf-=R,c;c.tc'eh- )rAmor ruy 6}-0,(Z:of)i-odep-t-C,-y-y y::Xwxr$*1-o R.) 0.1-131ejoinis30f.ThvouSnoui-V11,7.2 "Top of Rod< Quo-0-z- diorite, 1-nixec1n e - s3rminect , dark greyanci CoarS* -3y0ineaI ileit 1:yey pe\GA-rX rockpor pkyrific .1-0Loarck baseFor-phxrAiC.2..7.a' Etiiiorn of' Holtber NE/DDH E I - 3PAGE I ofPROJECTSEABROOKSTATION HOLE LOCATION SITE*2. - .79 350 E.20,1-oo r.1ELEVATION 15. 2-1BEARINGINCLINATIONDEPTHLogged BY: J. R. Rand i2i2.7/7zCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESGo° ..To intcleant'ean=6,,Dosnle joink-s:.2 -.5' 'Aervois:6ecurl, no+ T.B eadled izht 9re.yof' Rock Quaeh diorite, preflorr,Fiele .io.ined 'Dark-Sre-Y1coosSe 1-0,o428For phyr Hc. 4exfore near -1:Da.se.ble.arJne.dso-C+contarks +ro.si-6mk*22 Top42/ Boiforn e Role DDH EPAGE of 3PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION 20. 2 BEARINGINCLINATIONDEPTH Logged By: J. R. Rand 12/27 72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESBoulders 5' -Top F,rexJ-<ru&r170 31, onFoon_Srnh-t weakTne.red,ru1-y-minor rusi- on 3+..CRR0S-C`e70-goFkooGHcleanocc is 'res1--)p`;`below 7'clepi-h- :11y,Some minor 'rust on some,xX,joirAS a; 53P-A5f 4 vat-6z- ore,40A-ions"-XX X-' x-X X .) X Xfitk is CreshMinCor YV54ysl-ojnn3 on sorni.: x/-si(A-S)aS nCsieri: f;Lou.) a.hopyle%)(r6,to 2' Intervals: x-x x-xxEre 0.N510@.2'io251li.eC.e.S17.tNor00arkz. rsDkorae,, yv\tXJ-3r-ckihecl dark 2reyard coarse grojned hk-0jey rnak-rX-Fol;oAed ck4 ss- Go tpsWrgtflFinexiaroaneoloa.rtz. Toy-;}e, mixeACvn8cr-coO-Brained 4-yoesf-oVta.Vton 8 s5*f /cxxicblCr DDH E. I -A-PAGE 2. ofPROJECTSEABROOKSTATIONHOLE LOCATION 20Zoo N79.700 E- ELEVATION 2o.a BEARINGINCLINATIONDEPTH Logged BY: J. R Rand I2/Z6CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES0 *10'*_ c_clys,,,i_ *7., Rcck bfeacIvc1 Rock,-Is Gesk -... -- f " .,.... ti\ 4M veciFecia'50 OlipS TO -.*rnosi tow cx.re *_3,5trik'S ace1 i'peces 7.1minor- rus4cre_oasonat mmor:rust-of\5C\eGtAl8054,- roo5h, rus1y 6o* 701- CHIPScbLI To OW GO°FINE -GRAiNCDuctri-z. 6,i01a - rYiXed _Cine--06:kne8 , doxAs grayrock 'tr) meburn rse _rained , ight- oeyrno-fri)( - o coAly Vol icki-eci DDH HPAGE 3 of SEABROOKSTATIONPROJECTHOLE LOCATIONBEARINGELEVATION 20,INCLINATIONDEPTHLogged By: J. R. Rand (2 /z6/7ZCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESC3(e0.1S5701-_pieces9f/. 3reaks3' to1.51piecesFneenx:ine3Roughunevon65.Z4,_'Rock sB008 arilltn3-M0hie\ 0-Y-51e:nts -556-9of 7;Joints@ 1/-2/ervalSCkresockfres1,--hot rusty on -30ints - oar)31e, ;jointsdip ID.- 3opQuartz. Aorte- W;(11-eciiY)Ke,c1 Pine_ 2)v-0:I neAdark - 3rey 6.-hd rne_aionl -coarse 1 lIferfY)*1 ix1lonuarir.;orfe, Cinerd .+0Si. R-edor,ti,v,1111Coarse- 9 ra:Ined be..1 o ,105 Bokkorr. of Vkole Rock sOiry-Fred\ 14p-rally_rusty Coai ;NS on,joint lce rackrncderoiely toe1ther2=+0 1(.5'-m0sf joini 5 -Dip 50`) or sfeeper-:20*551:" To; rif.Cleln0-11PSto *Breo.kechiFG* I/piecesruskCHIPS70,TontruslyDDHt-PAGE \ of aPROJECTSEABROOKSTATION HOLE LOCATION 20.300 I\179.5-50 E- ELEVATION G.0 / BEARINGINCLINATIONDEPTH Logged BY: J. R. Rand 12./26/-7 2_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES-Top of RockQua.' Az.y,xeck,a4.1f1;"'ILBhrexi-.9-4-Lrfe-89ri e7,-8cLo-rk rs SsfIe-ci.0%Chip5)1VX vRoc_k breaksinRosty- Ch1ps-Rock- breaks ,-)40*- .1 i-0 1.5pieces- breaks@.111-02./ FneCeSRock is .oirly -Fred\-j)int5are rosF cooied -modercd-eeo3rwA oFfcck -35.8' in-roneRock 'is freE.h- koc,3Gejoint o,res'yo'ink 5 @ 35-16. -dean 0v_. vanoos cweintai-oos60....1Vdrwtrv6k.yQuart-Z. dicir;l'ei mIkedPne. 9vo..noi) dark 9reycearSQ. gra'tned lightersrey35--41-0 lowante jonk eirol' _ini-ex-voAsQUOAZ. cioni rniXectRne. syw:hecl., ak greyanA coarse -eciIi3kte;ry rods -lyresRock s,s only vaTelyfol ioiektprecl TY\ tho,n+l ycodSer v-mined rnairiXrockMODWEA-rgRED75'sr.r.lookh clear\) oink-^Rock iS Cresh-pir-Its are cleanarejoints:(15-35Dips)are1404'infex mis PROJECTSEABROOKSTATIONELEVATION )(:, 0HOLE LOCATIONBEARINGDEPTHINCLINATIONDESCRIPTIVE NOTESCONDITION OF COREDIP GRAPHIC LOGDDI-1 Ei5.PAGE 2 of 2Logged BY.: J. R. Rand 12126/72-GZ (-0-rtZ <3,16 r- yyl xecisra:tnecli dark 3Te/ 1'18coarse- ,trc6y,,e_A I iNker greyGuairiz- cUor:ik-erock 1-ypesucuri-z.iorile,;ne-rocinecl arla coarseacure8. cis shown1o' Ooktor, oFPock iz Vs\-1sane ,:joinfsclean, dip 5f-(6.verzase 5f- foi))No Rusf Rock 'Is1Oo(orfs=e50_ (10) MD 5+tOocLicsRock is -.6shary3te2540fie70- rouoi/-136.11,4 Clean5C9joini. or,CEA ic14--tfo n--4,5 joint DDH E:11- GPAGE of \PROJECTSEABROOKSTATIONHOLE LOCATION 20.-30ON 79.400 ELEVATIONDEPTH BEARINGINCLINATION Logged By: J. R. Rand 12/2.7/7CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES41/-Top-1' Rock*X X XX X XyE9moi4eye inletCore *A7oc".:No;c*breal(ps-chi ps-7o,loChip5.511lb .8'ealerpieCeS -2;--; RustyZo--RosiyFock esserl+ic* X XFre511 IocoJly$)(),S*1-lyA A--OhjointS, minor fSw ))t, rt.)Sf - lowe-sjOfrit'S cVpoccur.2/.6 I'Intervals.Quax-z dor4e, m'kxeclciark/and coosze..-BraineckI13hf grey rricSrix X31( X.X X X)X AX X X24' IN:Morn of hole.sr_

DDHPAGE of 2_PROJECTSEABROOKSTATION HOLE LOCATIONBEARING ELEVATION 5t' INCLINATION DEPTH 159 .2 Logged By: j. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTEScr fop of RockX xX VGejoint .85'do nt IM hor ru51800,10i nt Lminor rusi'Rod< 15 Ci-e6-1*41ZR03Vloth - :mhorSick:olin3 onsurCaceSck.bOutdepkh-Qocatz Norit-e-grcksined, rriedIsurn grey. Vcooe.\*0+i@ i31-) arlde (8oc'-t Dip)X X70°__\oini-pyfife smear'Rock is-64):breaks on5D°-901"joinfs -wif, fewk)ot rusty on :Rockno roof_3oc1c brea-ks-joints@ 6" *12"intervals -y;s4-rock is Vres1-, tr:sbecoming more2/-1/ in1et-04S -in hole -,joirlfsare wo.vKStow% ryrifecfy,A infxsX xX yX 14X 141.'I,.0.03.4,2. Diorite ,as above, -folidd-ion more ()ruminant Eto0--700s but voJriaue, wlairedion, F('ner 9railledmedi111-61-14 _grey dor; i-e.,c.6esehc..10SeckrndcliOvn(yarned mcd-rixQuartz- cliorife., as olo veirn11-1-1e_ ccarser-grained wsrti-) cleptVI. Lessobviously Cbli'afed, moremossve fexiure.nuartz. ctiorite,as Love,/6ecome.s9ziine8)-Wt'afed

  • 3orne, 1--ex,dacy-1-13 break*ory smoo-thfokAlsor, plane .

DDEIPAGE 2 ot, zPROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONELEVATIONDEPTH Is9.2/Logged BY: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES\ost- bre,c4(sIn core e31-i odips613FT700,3f.Rod< is -66)-1-)id-,-_ah.sle 5mcoi-In wavy:,sjoinI1or3 15 closelySpcke)21- q1e90e;d17Cpru. Okr:p0r41: f1 on Col (*aon 0)MS:4/P/ 11inzone' bof croY-cufling: .5 4 4'Quarfa ai.orife mediumsrainecl, rnecilurn grey, fodedlOoa'tA)elcieciii-Folio.}-on Aso' -iwri+e cookt ns on:,jolr Flaneo * --0me.jotnts are's, Slicken5ic1e ROck iS Cresh-.kervi..Ao breakup rq cirdling _ir\ zones t,.)here-54+ Siotje rcin - =reeP)rd IOC& ,E1)icken,Sic\e, *Gbbjf,*\otto'(\=', on 'oirts:srnooti-,.I-Apparenk Tao it- 2c3r,e,,-,NY(11.914)5,1_0rrilatt-elod`cr2(c'kl, uno+ rust y, rogou 9eSi ickens icie zone:does no+ ap?scat-5-qo:Or-h Or zubjeci9rounciwaLterf-rlo fernerit-.iSf81p dn-6IiodFictriesRock is Fre sk 607:Ed-GOa-r-fz core o03D0.e,RoC-k eenerbAti fohafe801-Nd high arsIe. joints tafhsvno01-ir, Surfaces i-en8ocx.or along -E'c)\0.-1-ionQuax-i-zFine 3ratheA,medium grey,osocdlysteep Cott* in apparentPaAf zone @12f-12z,s, rockis Folished Loith sIkkerlsicie@Va.r.00 s o-relesQuartz dkrk, fine gradne8,rned- elark prey - resernCiesLvccr\it-tzect"meTa-cioartzife *we,11 FoIked *,roogh out 0Go 8:ps'Rock Panis(pi s) or Vol6ralion _ocre u:AneObt rnicar_e_ouSaDariZ. dc:Ale- coarser81-ained -Wi.03-e450HIGH AN)G,..x wELbED FAULT ZONE- l'RESENCCalOTZTEFREiRtc'r-oNE MAKES IT WEAK, 4.,,,-;-tC.uLT90DIPSDOLL- No ROST oR GooGe -pyRIn ON SOP PLANE8reccio--oekdeciLkiiskeclPMLV-r-VIE LOED700- 90srnoothjt.sikkenscle70f jf.ZrnooThionS-FtIck *vs esh - m e -shoo .5meoxica:crr dickehs6eL,,jcnkScomoroniy* 19.21gott-orn OF V.cAe DDH E 2 - 2PAGE 1 of IPROJECTSEABROOKSTATIONHOLE LOCATION 20:355 N79.275 E ELEVATION BEARINGINCLINATIONDEPTHLogged BY: J. R. Rand l'2_/26/72CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES12.S' Top of RockCM IPS---G5o;nt(Pock is Presh, --hot rosy orjotnminorPcxodety coatin371or\ sprne jointsLow ang(e.0nts-e 20f-30f psaoax+Z diorae, rnedt'urYI-Eint..9rair\e-a, mecli'vr,-srey, massiveFexfore.

  • locally minorporphyrific 20- 30). ou)joiris.2'- .5 /in4-ey-vals325' Born of Rote.^^

5 i_ToP OF ROCKFi;:mGunRTz. DioR1TEIFiNE-GRAINED btRK GREY bloRIIEE-1\I CL.ObE-UU Mil ti-n (1::MINOM-CoPIRH GPsfiltIED LZI-11GRY QuAKra 1.-11E-*FInrLZCAu-Y fOt-kF7,14 ATIABor-ri i5f UP NEM ToP, GoiNG5-0 AS51-100)0WLIZED OR Fuse) CoNTAcTs-114ouatoorDDH F- lAPAGE 1 of 2PROJECTSEABROOK NUCLEAR STATIONHOLE LOCATION Hampton HarborBEARING vertical INCLINATIONWx = weathered, Ix( atheringELEVATIONDEPTH 143 10 J, R. RandLogged By:5 '16/730'CONDITION OF C)RFDIPINDIVIDuAL 8REAKS INCOR5_ 5140w4 BYCR059 LIN E5GRAPP IC LOGDESCRIPTIVE NOTESUNICol\not_t DATED0,1EReuR9)0\1,-1-1_oX 2efy, *54Bo>(.i,15-36ROcK tsX X X X XR51)' Jcunf -70fX x xFRESH, WITH -,4tighily watilemi LA ,- ?c .rodOg ROSTY : xIlLst-y Slisht -b,-. COMIGS oN, x - v1-te ,Pi*sP\TII\16.51_:; x x3YI .0 i ni5(V\11) 1-CC1\LC.11 - X X Xo4 CLT lb- xxxx75 r vohm.. '`',160.4 . MotirRAThx xNU1/411-(ERING 7 X xxjo,nt Ab.14Nr To: x xToINTs - N t,stinf '4-. yvlixic t. ?,-_Ay X,.)?. :,-(ira, rvSt -,r1 /Or jorit- N x- E3OX 56il-^.- 541-74:xxxxx1 nor n*4-yRoCK IS'-' x '` '`1cpre X X7 a coni_ woos iRcs1-1-x x x'Yo:,1,) 1411NOR Ro5rY: x x 1(b,) 1 ,-.1;trr.13.rcf142SKSEANI :x X XPARTINGs 6S :x kx'xminor r-,..4y%c)1410- gminor razkyX x X: yx-x x_xxX 4xs_ x x_MtiIoR RosV sTAIMNG --. ;(f x1oCAL14 AS sHoVoN _: 0 0 0 .oN Zig suRfAcES: >c x. K. .. 0 .A1'10141E01,1 T - M ASEVE,111E111-CORE ,DARKGRUA GRc yGarnet5CTat L1NCVnts - minor ristyRoCK t5 FRESH-0 Rcosh nt _X XXtiiror rosiyx';1(`-xxCOLIRiz DIORtrEi DARk< GREVF0E-GRAI4ED DoRITGitmir-:Dtom CcARSE LGITGREY GOA RTZ DloRIT E.M4TRIXJUA1L 147573 DDH F -1APAGE 2 of 2ELEVATIONPROJECT SEABROOK NUCLEAR STATIONHOLE LOCATIONINCLINATIONBEARINGDEPTHJ.K.RandLogged BY:5/16/73Firv,ROCK PePEhRS Ci4ingi1E-R(c14,AND Is \NE IAKI\E-1)oiM-1106 _AND ti,oPERATE fNCTHERIWGQoARTz. NoRITE, INTERMIXED -FINE DORI-1*e AIJD Mak-41-COARSE (_)(iRrz. DOR( YE MATEV.-DESCRIPTIVE NOTESa)tiRrz. bloRti-C.AeoVe,'GRAbNG To (s-teotuR GRAINEDsu 8- MASSiVE &R1---z- DioR 11-EITT4A1Tjb FELISI;i-ARSPEtlq_mGLcx,,FALLY1-1G1-117--Y FoLIATEDcoAR.E_ GRA ING.1) 30E- hraSc V E ODARTz -D ((AIM , FE t_DsPAI"e ECo HES PROMINP_.N-1-OoRRTz_ Doc-CE, INTERI-tlxGD -FINE eiloRITE It3 ME.Q1u1A-CoARSE0,u ARTa DIORITE_pc-pal-11cTENDs ToNIED(011-F1NE GRANa -ocK IC)\AAR05143'iolloF 110LE.1i.JIJE. 1(3)7370'CONDITION OF COREDIPGRAPHIC LOGR3031, Vigini-fOinor n)5{ter breakMira( NA'ROCK ISFRE%VoX 5-t 4-tco-:tr2'SLIGHT PcC,K5t'Y'156.1MINoRVoZY SCFOREops-ruichFs Rccic ts NoTAELY VUGGY-BREAKS ow CIILDRITE-121,s' RICH I-UGHANGLE Pii.rufQ5Mira co4-v:pintFRE54rcr rtyity 4ainvusondmIcpredC) SAMPLES coCk PINS1CALIESTI NG GE0-1-c\INC6LEN3GINEC4kS t.5(2_0330X 733`1oll !Igo'146-7UV 471/--('13169/77minx rost-Shitcci< vroz-ehiB(Roitw rcit som mooRR05-N 5rAuvwGMinor mst zfainAs s440qA)^^coLL.

DDH F-2PAGE 1 of 2PROJECT SEABROOK NUCLEAR STATION HOLE LOCAT ION Hampton Harbor ELEVATION BEARING VerticalINCLINAT IONDEPTH 264 5 J.R . Rand5/14/73Logged By:CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES130NOR:: cP,o55-4\A1-C14 MARKS31\I "'CONDITION"COLUMN EQUAL- .MEALYRE.b eRefo-cs,sr)10-1-':. !YR P1Rift,)C75IM C -1E5 ONC_ONISov-IDATCDOvERBoRDEN158' ToP oF ROCK1501*160-:- Er,x 2.:158' -178,5BoX 31178,5i-192.S10.1c 2:sSa)-rtAtaD301-.3--11Gt-t Ar \(.4E3b11\lT5Lou) FM\_\C-Lc oaRT1065R-rs)1'11 :STAVinG. GENERALLYalow 51RLA:rEb S-FACe.c,, EUT ARC, (3o-r :PoLv2,1([1.),sp-,oN)Suaf"ACt7, ARE NoTpoi_151-tEDRod.< Ls EE.01-IriLLYKC:M.)14-- GREYKWDER Coc'tinOGaplas AND PIIRTags.Vu.V.PARTiN,(3S t137(41A (LC- JO NTSDIP A-r VARINZ0RLPt\NTRitoNS AT 55T-670_`RCCKa:Seto-nRU?P.,c..",1-1.-1"0\bs To PP 'tFAIRLY rASILY kor36Z::11.01.1EL CaoRITE-WItEDIriinor ARE RE-MINGRALIZCL,`,(Yjb\YA% 1)0 NOTSo;;GEaRcce-NT tiovEMENT:1:;,:)ary Co(a.c;,ON) apt-U: P1KTitX5F-EL-NPATFIC. ,DnEMINTITCD)AGUCLY FOLIATE:SovIa0IIAT MASSIVG 14\EJNOM-GRUK:1mEb(um DARK GREY CaDR.hll\W-Rit\f-S ARE Lb-r Sues ger lbeFFECT5. FoLATrotoLs ARDOOD 401) up -ROCK BREAKt AC,Re_65 V-OLiATtoto.btp5 4f,-30yr" 6oc; 6u-rIS Ncyr pRoti(t)arr Exc,c_PT-LOCALLY,\13,1,4 Sat-LIST, FELDsPicafte,MEDiort GRAltotiLD, -5u8-1-LF6SIIIETExTURE../ 1k)1114 t_ocAL -zon&isCF PRotiiNgt,IT t-,R-ANGLEFOLLATIOO. CTRIATED C1-11_0/RfrEBICH TONI 6oeAfkeCC)NIM) 41:L Re MoDERATELkeJUtJE I 69 75 ELEVAT IONPROJECT SEABROOK NUCLEAR STATIONHOLE LOCATIONBEARINGDEPTHINCLINAT IONDDHF-2PAGE 2 of 2J. R . RandLogged By:5/14/73DESCRIPTIVE NOTES1-1-1bP4TI-i(C,AS Ai3oVE.PoSs I BLY Lvirl_E Coig RS -GRAINeD11-1AN ArboVa.3LCn\,t(mg kola_E0 ori-14 eleirlre_K NO13 Ar.lb NIOn Uci,o361]. ItQFE-L1)31)A-VI(C. HATRIY. coNITORTD.ouATIoN). (META -110LCAOIC until)Sags-CIA AeoVci BCor-tiNG IvtocMckE- eto-m-E-FitckI, FUJER-GRAINED-BElou) 227! 1-1IGHLY coriroRzoPot4 AT/ON, so-r RE(s-rpt.i4T-KNG,Set-lisT, Fair:001C, 81 oTriE-RicH,HIGHLY Col.YroMD FooromoN.1,-Eo1uM-FtNE GRAINED,MEbturt -.DARK GREY. c4-1LoRITEAND PYRITE otv Totnyrs.0 SAM pi_E5 roP,-GeoTECitniCALt,.)611`,3EC=_Rr...5123/73269 5" Q,OTTOti OFJLIN.IE. I -7 3tc)il CONDITION OF COREDIPGRAPHIC LOGFOCK (5 E__ENDPILLY7FRES14.561N-rs 4-\ AVEMik\DR sTruNNG AN)DPYRI-rE CRO3TS, ToiN15 ARE:S11170-Te-o, Wrrti-PARTNGs DIP &P-107ACF05SARC r,3o-r- 1,1-5ukpasTAtoeb210 ,?OCK lEFREs C-1CLITEfi\R-rzs.AKEsuptLwur -ARE coPc1e-DOrri-i-PYgt7t PttoryoRPooDER Ako wat-lOcosl_t PPA GE,2sildiens;aes RCCK is FRES144Joint") AND rARTIOSs_ARE LwAGLYQ3ITEPPEM, sTRIATED,_Poll.51vci -,p)/ritete urearedPol i5kc Rock 15 FREst,t,PA RritoGs 1C-SLIPFEKY,250L.74,0 BORING LOCATIONN18311,E88393;INCLINATIONVerticalBEARINGDATE START/FINISHJune 8, 1973/July 2, 1973CASING ID 5 in. to 4 in. to 3 in.CORE SIZE2-1/8 In.TOTAL DEPTH329.6ftDRILLED BYAmerican Drilling and Boring, T. PaquetteGROUND EL (MSL) 16.8ftDEPTH TO WATER/DATE 15.2ft /Juit2, 1973 LOGGED BY Soil - K. Polk; Rock - J. R. Rand EL.MSLftSAMPLERATEOFADV.min/ftWATERor RQDCONTENTPRESSURE TESTSTRIKE, DIPF = FoliationJ =JointC = ContactB = BeddingSOIL AND ROCK DESCRIPTIONSuz n.0fa 41(Weathering, defects, etc.)(Type, texture, mineralogy,0 gcolor, hardness, etc.(c) caDepthftTypeandNo.is,orRec.%Graphic&PE-%psiComputed,,k10-"cm/sec!III/11111.0S = Sliekenside15.8-20-.--40-:-60---80-100--120---.:C7:_-10 r-:.Ls'AlA26TOPOF CLAY:-_---,---_:--- -.--.!..--_-_--C_Brown fine to medium sand with gravel pieces up to 4" in size (Fill).Light brown medium sand.Clean; uniform; subrounded grains----Similar to Sample A2, but brown.Light brown fine to medium sand.Clean; uniform,_Similar to Sample S4.-__Light brown medium sand.Clean: uniform: subrourided grains; contains a trace ofcoarse sand and fine gravel._Similar to Sample S6.-_:...:-Similar to Sample S6._Similar to Sample S6. --___Gray fine to medium sand.Clean; uniform; subrounded grains with a trace of coarsesand.-_Gray fine sand.Clean; uniform; contains one 10 mm size gravel and a few black-_Silty sand layers 4 mm thick. -__Similar to Sample S10, but contains a 15 mm thick layer of gray-brown silty sand=having a slight organic odor.--Similar to Sample 510. ..:,:_Similar to Sample 910, but gray-brown.-Gray fine to medium sand.Clean; uniform.--r20 75---TD6_7.-30 c57--.7CS8:' [lisp-7C510:_CSII_=7-.760 cs13.74ESA4A4169345254576074805821g--70:Es15:7C516-,80 ,.._-L_?1.7...7D18r00 D19-7--:-100Epgi--7DS22--:410E323-:C,:120D525_S241100000000043.346. 241.944.636. 830.734.334.228. 834. 830.9TOPOF TILL__--_-_-----_7_--C-----_7---_Gray silty clay.Soft; medium plasticity and sensitivity; contains several silt and7silty fine sand layers opts 75 mm thick and one 20 mm thick black organic silt layer.-Silt and fine sands layers give a very fast reaction to shaking test.-s(tor) -- 0.13-0.15 tsf 11-:Giay silty clay.Very soft to soft. medium to high plasticity; medium sensitivity:--contains a few fine sand lenses up to 8 mm thick.suitor) -'0.10-0.13 tsf--Similar to Sample S16.s.(torl -- 0.17 taf-,--Similar to Sample S16.su(tor) = 0.16-0.18 tsf--_Similar to Sample S16.s0itor) = 0.18 tsf-_LISimilar to Sample 816. suitor) = 0.19-0.21 tsf -:-Similar to Sample S16,suftor) = 0.20 tsf--Similar to Sample S16.su(tor) = 0.17-0.19 tsf--.Similar to Sample Slti.suitor) = 0,23-0.30 tsf:---Similar to Sample S16.suitor) = 0.19 tat--_Similar to Sample S16.suitor) = 0.15-0.18 tat.f Lost 20 cu. ft mud @ 125 ft]..._--.7Gli26',15jDNX-1--71021000TOPOF ROCK-::-:_Gray silty gravelly fine to medium sand,Widely graded; contains angular gravel--piece" waiRierwit Walla.128'10"-May be top of rock.129.6iipot,- moderateoderate wx. May be boulder in...._bit,no--1recovery1394" Tnp of cowl rockz.NX-2974.167rn_DFairly fresh.Slight wx ten-gmv in fwapri,shusd Is_.stainMinor rust-y- , -,,$Secoharisst, gntscil.c.Medium to mediumprominently follantled.1 Feffaaltithico.:--_-:7---:er.i0N_N- Standard penetration repistance, blows/ftRec - Length recovered/length cored, %RQD -Length of sound core 4 in. and longer/length cored, %s- Split spoon sampleGroundwaterU- Undisturbed samples8 - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GEID- Drilling breakk - Coefficient of7,8permeabilityNOTESA - Auger sample1) - su(tor) =Shear strength measuredwith Torvane._SEABROOK ST ATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYg Mad engIneas g ..n.,,,,,.......Date: October 4, 1973Project 7286PAGE 1of 3 ILOG OF BORING F4 (1) GEMISCHNICAL ENGINEERS INC.

BORING LOCATIONN18311, E88393;INC LINA TIONVerticalBEARINGDATE START/FINISHJune 8, 1973/July 2, 1973CASING ID5 in, to 4 in. to 3 in.CORE SIZE2-1/8 in.TOTAL DEPTH329,6ftDRILLED BYAmerican Drilling and Boring. T. PaquetteGROUND EL (MSL)16.8ftDEPTH TO WATER/DATE 15.2ft /July 2, 1973 LOGGED BY Soil - K. Polk: Rock - J. R. Rand L.MSLftAMPLERATEADV.,min/ftR DCONTENT or QPRESSURE TESTF = Foliation 11STRIKE DIPJ = Joint=CContactB = BeddingSOIL AND ROCK DESCRIPTIONSa:(Weathering, defects, etc.)(Type, texture, mineralogy,0 ia,4color, hardness, etc.) alIGraphicmpsiComputedk0-4cm/seeDepthtTypeandNo.NorRec.'" " "130S = SlickensideCONTINUED FROM PREVIOUS PAGE-140-160---180-:-200---220 ---240---260-:-2E6.2-_-11ICLI---_----_0NX-3NX-40699007593gg11061639510235746750117457093109100429596876710087165100605910067712.62.72.42.65.42.14.58.95.85,73.44.95.59.38.012.012.012.010.79,07,3g,37. 07.28.37.06.08.09.08.05.28.27.712. u19.064-54334250o102000005706217016300140001IIL150-1GulpsNo rusty staining.Most part,ings cut across foliation-dip200-35'.Many low-anglepartings are smooth.Chips-Fairly fresh.May be slightangularwx of feldspars.Partings arepowdery, but not rusty.Dips NE?5 Angular chips-Even joints intersectAn61 gone of intersect-at about 90ring smooth evenr 1),11,1,s 8 1 ightlyq vuggyweathered, vuggy.170.6' ---, -...-7--__-_4,...... ---- -_-As above, gneissic schist.Mediumgrained, weakly foliated.--_Z-----0,Approx contact depth-dip 45'-7160--L170----180-190----200-_-..-210--11.2--NX-5NX-6NXNX-8NX-9NX-10NX-11NX-12N X-13NX-14NX-15FAligChipsWeathered, moderateExtreme wx-to extreme wx at dis-sandyModerate-continuous intervals alsevere wxshown.Not rusty. ExChipstreme wx-decomposedExtreme wxto soft granular, tin-Chips-moderateconsolidated.Rock1._)1-.i.-I--4-4141t4_1-4-' Extreme wx 01 diabase just below -contact--Diabase.Dark gray, fine-grained, -with scattered dark green olivine:specking.Olivine wx to tan speck-7-ling.Massive texture._Note - Rock appears to be closely_:* jointed, but does not show evidenceof shearing.Joints frequently at:80, suggesting 800 dip on dike------7._--wrApirrAIRINFAIprOPPr-'--_to severe wxChipscrumbles at extremeExtreme wx-ax; is sectile, soft atcrumblessevere wx.ChipsExtreme wx-Weathered throughout,crumbly earthymoderate to extreme,material,blackbut predominately se-Earthyvere to extreme, softChipsrock chips to crumblyChipsdecompred earthyChipsmater a .AMIPIII+-ti Quartz-feldspar veiningI'.q;t74a,Slightly to moderately wx.-Moderately to ex-_Chipstremely wx-locallyoccurs as crumble-Chipsearthy material, is --about 5' Extreme wx, continuously separa-of core soft, earthy tad by chips of mod-lostmaterialerately wx rock.-Extreme wxBecomes less wx-earthyslight to moderateChips-slightly wx.Some rustyto moderately wxstain on joints.1.5' core lostCore lost-probably-7_i_. -sub-vertical,.-'-- -'medium to medium-vertical.t, gneiss ic, feldspathic_..-- i,ainec, medium gray,not-4 -)12 5'eafrz 'feldspar in contact zone:- ..PrAi(Actual contact not seen-may be a7(Afoot or two lower.)-t--:Diabase.Dark gray to sub-black..1-e-ed.t-4-Fingrain--Apparently cut by closely-spaced--1-1-Not apparently-1-broken by shearing. 4- ----t-+--4-__4-r---(---4--.4-Fairly fresh.1-"Olivines not discolored except--I--I---1----1--4--_-1--4-4.--I-4-4-Diabase.Locally has angular.....feldspathic inclusions.--_r-1-.---..'i--44._Diabase.Dark gray, fine-grained. -1i--Z4---PAVANNx-ie--- NX-17:_ NX-18-NX-1S-23c1' NX-2C_:NX-21Z.-NX-22_-44,_ NX-23:-1----NX-2E-_-25C-NX-2C,_t--_-NX-28-260--NX-29-- NX-30:-:NX-31:- NX-32727r-NX-33:--NX-34----28CNX-35-= NX-36:-NX-37284-NX-aaPMMEINIIIIIMISVAIIT/AIi_ .-3-i_-, --_------_extreme sexExtreme sex,Looally fresh inter-sally, but subject tomoderate wx on joints. Extreme wxExtreme sexChipsLocally fresh internal,but subject to moder-ate to moderately se-10" core lostvere wx on joints.ChipsChips -fairlyfreshChips-moderatelyWEChips-internallyFairly fresh to slightlyslickensidedwx,Conchoidal slick-ensided surfaces lo-Severe wxcally.Chlorite con-centrations(?)wrAmmihips-ir AMA'FA=PP4le_NX-241/41111=621EPrigrejI AilKIM=21111F/AINDIPPMmr.I.A...:--Chips- fairly -'fresh-:Chips-internallyFairly fresh inter--slickensided on con- natty, except locallychoidal surfacesgoes to moderate toextreme wx,IFIFIM,PIANAm12.011,411M.--::7--inN- Standard penetration resistance, blows/ftReo - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length cored, %- Split spoon sample; GroundwaterU- Undisturbed samples9 - Shelby tube'N - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - 0E1D- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTESSEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYU Med 6ft0186f8 .ocne....-. mDate: October 4, 1973Project 7286PAGE2of3ILOG OF BORINGF4(1) GEOTECHNICAL ENGINEERS INC.

BORING LOCATIONN18311,E88393;INCLINATION VerticalBEARINGDATE START/FINISHJune 8, 1973/July 21973CASING ID 5 in, to 4 in. to 3 in.CORE SIZE2-1/8 in.TOTAL DEPTH329.6ftDRILLED BYAmerican Drilling and Boring, T. PaquetteGROUND EL (MSLI Itft  ! Rock - J. II. Rand EL.NISLfSAMPLERATEr RODCUTENTRPRESSURE TESTSDTPTRIKE 'Fellation,t = JointU - ContactIi = Bedding.Sti,il, AND ROCK DESCRIPTIONSie 4M ,,j(Weathering, defects, etc.)(Type, texture, mineralogy,0 =cetor, hardness, etc. '-' mCraphicpalComputedis-4 on/seeDepthftTypeandNa.NDror1:,DV.Rec.in/f1)0SSlicl ensideCONTINUED P10GM PREVIOUS PAGE:284.___287.2--280'__-300-7.-=_-310_:L-.300--7320:e-L--329.8NX-39NX-40NX-41NX-42NX-43_NX-44_NX-45737010290107100989.00.75.05.46.74.75.010425073789487=--R- IP..10-.:-. I-gg_ - 1,7Extreme wxFairly fresh.Drillsfairly well.lost breaksacross Core' -po85lishedsite kens ides 'Fresh.Some minorpowdering of feldspar.phenocrysts.Minor50-Chloritepowdering on joints.Fresh.Drills we.well,Curved joint-Parts on chlorite-highly chloritie.,,smearedstriatedslickensidedslippery joints.,75: Joint-chloritesmearedcoated-striated4-f- f-/--t-1- + +-I--1-_,i.'l-+-t-t- 1-I-i-_.,_if" +---7---_--Diabase, Dark gray, fine-grained,zwith small scattered dark greenphonocrysts and scattered small:white feldspathic phenocrystspeckling,--_-,AdiIPA1!I1PP-BOTTOMOF BORING--:_-:7:--:--L'-:-:-::--...:-:.::-----7:-..;..:":-:020NN- Standard penetration resiatance, blows/ftececovered/lengthR- Length r cored, 'itRQD - Length of sound core 4 in. and longer/length cored, %U- Undisturbed sampless - Shelby tube. N - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GMD- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityS- Split spoon samplea Groundwater_ounNOTESSEABROOK STATIONPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYa trilled engineets rcDate:October 4, 1973Project 7296PAGE LOG OF BORING OEOTECHNICAL ENGINEERS INC.

BORING LOCATIONN16553, E90235;OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHNov. 10 1973/Nov. 14, 1973,CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH243.6ftDRILLED BYWarren Geergn, ilICIA , P. Schaeble, J. HarrisGROUND EL (MSL)-9.1ftDEPTH TO WATER/DATE Tidalft /- LOGGED BYSoil - K. Polk; Rock - J. R. Rand EL.MSLftSAMPLERATEOFADV.min/ftWATERor RQDCONTENTPRESSURE TESTSTRIKE, DIPF = FoliationJ - JointC-,,-- ContactB = Bedding44 QSOIL AND ROCK DESCRIPTIONSC4 4(Weathering, defects, etc.)(Type, texture, mineralogy,9. 0color, hardness, etc.)'-' ge%GraphicIii:npsiComputed_A k10 `cm/secDepthftTypeandNo.NorRec.0111T/11110S'. Slickenaidp-9.1-20 ^719-346_0_730-4L7- 60-80 -,7-100 -7.3-120 -711-152.9-L:7[:E:-7:-720 E-:7EIS6-:29,5Si8283S4S53351*1456769652)NoneTOP_-OF TILLLight gray fine sand.Uniform; clean.Gray medium to coarse sand.Uniform; Olean; Subangular to eubrounded grains.Gray-brown gravelly sand.Widely graded; slightly silty; ubangular to eubroundedgrains; contains several gravel pieces up to 25 mm in size.Similar to 93, but sand is mostly fine to medium grained.Light gray fine to medium sand.Uniform; clean.Similar to Sample 95.p-`I_--S7S7A148/6"* 87*123TOP7[Se:-:-:OF ROCK-Brown silty sandy gravel.Widely graded; fines-are nonplutio; angular to subangulargrains; contains gravel pieces up to 30 mm in size.Light gray gravelly very silty fine sand.Uniform; fines noulastic; contains severalangular gravel pieces opts 15 mm in size.Similar to Sample S7A, but contains gravel pieces up to 36 mm in size.-33.0i-40_83979410210099100100100100100981001001001I7g989810.06. 05.05.04. 06.08.06.04.06.66.05.04.06.05.0g.g6.05.01)295049558597819690705097658385"g8888_ :.:_....I:1:7-:-,-__7.-7..----N63E, 629E F-0032W, 40SW J -0470W, 388W F -k15W, TONE SN16W, 58NE .1N21E, 35SE SMN: fiNE i :---N20E, 28N W'S : :well. Joints and part-P.Hard, but isaffected 42 l' Diorite.Fine-grained.throughout by slight to4-- 4-Fuecontact dips 55Minor wxmoderate bleaching (pre-, +Diabase. Greenish tan, bleached.-140 -713xNQ-15-7:---_:-"r 60_.7_:_--no..-:-10:7--712-.-:-x_:--140-_ NQ-1NQ-2NQ-3NQ-4NQ-5NQ-6JIQ-7NQ-8NQ-9-NQ-10_NQ-11-NQ-12-xNQ-13-,.NQ-14-INN?,..--1.7".NQ-18.-xNQ-19%/MAINxr v46 8,1some hydrothermal). Joint)" "-show minor wx effects.Diorite.Fine-grained mediumBleaching does not seem.I tannish-gray.Moderatelyt- Talcto degrade rock strength.,. 'c.,bleached.Quartz diorite.-*z1 V2.4,0; Pyrite.,.-*,.,,.So7.2,'A%sA-'---*H36.0, Fused Intrusive contactFAIFFIiP.IIIlil/I1I1FrA.."*BleachedMabee.Bleached at top.0 DFresh and hard.Drills',Ir._ fI0 Slight wxwell.Only local and_4. Fused contact dips about 68L-*D91. 9' Diorite.Fine-grained, madI- Dminor bleaching effects....'A7,7Minor,. ,tannish gray.Some minorchloritex'..rbleaching.'I`X).'Minor wx -r. ax_ Minor wxFresh and hard. Drills-" I-;well.Minor surface vixIt" XDiorite (7) or feldspathized_ effects on some partings..,X-,I.quartzite (7).Fine-grained,Xquartzes*, prominent foliationN-.,X,,PyriteX xshowing high, but quite. Graphite( 7)-dips 63variable dips.r.p Polished slickensides; , XXDiorite.Quartzose and locally't Polished slickensides-_- DFresh and bard.Drillsz -well.Some minor wx ef-i Pyrite-feats ea joint surfaces.t Slickensided-tiljontaeTop _._,z 5 of diabase isD...bleached, hard.a.7.'Minor wxMSlickensidesFresh and hard. Drillsconchojgja well. Slickensides doPyrite-8116.3D- not appear recent, aresidescommonly on irregular,interlocking surfacers.Fresh and hard. DrillsEoInge are locally slick-eneided -144.5' slink-Polished ensides. High polish.P.r.Fine-grained, med-turn gray.Local minor bleach-log.zrKContact dips about 25vII' 111 4'2- ,BleachedDiabase.Fine-grained, 4+grades to dark gray below6'bleached zone.A-.11,-..417Ire,irip_ACO-00I,Diortte.Fine-grained, med-ium dark gray.Irregularly" "foliated throughout.'I wwx " zy ,%rX3,>.rr,,.., Fused, welded-:,.. breed.%lam0.0 29.30.011P-alickensides-145,-_e@NN- Standard penetration resistance, blows/ftRec - Length recovered/length cored, %RQD -Length of sound core 4 in. and longer'/lengthcored, %s- Split spoon sample.GroundwaterU- Undisturbed sampless - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- Osterberg0- GmD- Drilling breakk.. Coefficient ofwx- Weathered, weatheringpermeabilityNOTES1)-Roller bitted to 40.5 ft2)-No clays present; therefore no watercontents were determined.3)- This is only a partial list of dip andstrike data.* - 300 lb. hammer used.SEABROOK BTATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYg utted eretneers II 07110.11ANII MCDate; November 23, 1973Project 7286PAGEIof2ILOG OF -BORINGADT 18(1) GEOTECHNICAL ENGINEERS INC.

BORING LOCATIONNI6553, E9023N OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHNov. 10, 1973/Nov. 14. 1973,CASING ID3 in.CORE SIZE1-7/8 in.ftTOTAL DEPTH243.6ftDRILLED BYWarren George, Inc.;, P. Schaeble, J. HarrisGROUND EL (MSL) -9.1ftDEPTH TO WATER/DATE Tidalft /- LOGGED BYSoil - K. Polk; Rock - J. R. Rand EL.MOB.ftSAMPLERATEOFADV.min/ftWATERor RQDCONTENTPRESSURE TESTSTRIKE, DIPF = Foliationj = JointC = ContactB = Beddingie NSOIL AND ROCK DESCRIPTIONSlia'a(Weathering, defects, etc.)(Type, texture, mineralogy,518 z_ FA%GraphicgmpsiComputedA k10-'cm/secDepthftTypeandNo.NorRec." " '110S = SlickensideCONTINUED FROM PREVIOUS PAGE-2M.9- 60-180-200-220-240-RE.7--9ff.:1801',I,,Ii i. N Q - 2 9.IA NQ-21IIt, NQ-22Ia NQ-23IIQ-24kIINQ-25...II 14Q-26iA QN -27IA NQ-2811a NQ-291INQ-30gI,.NQ-31IIAIIa NQ-931IQ-34iIIIAIIQ-371I]Q-38IQ491001001001001001001001001001009910097100100100100100981006.04.05. 05.05.05. 05.06.04.05.05.06,05.05. 05.05.05.05.05.05.09788946910087616090888 06782879252011006014 41,19.3/II0.0a100N81E, 35SE J ----N42W, SONE aN OW, 76NE SN 0E, 44NE J_1478W, 608W F -1426E, 71NW F 1titR; g2U S'1473w,3W, 68SW S -N20E, 70SE C .hT3OW, 40NE J -N82W, 48NE F :N73W, 30NE JN21W, 49NE C - -N55E, 80NW C --:NOSE, 34NW S --:5rIM: NIP7N20E, 64NWT - ,:, 'N58E, 46NW J :N75E, 275E J :NOSE, 44NW S 7N12E, 1514w 3 ,:-N57E, 1214W S -WISE, 57SE a :_1164W, 64NE S :-NIOE, 651f1W J :-N16E, 3414E S ---N32E, 325E S --1411W, 38NE J --N57E, 88NW J --"N44W, 74SW S_:-N90E, 35SJ :N45E, 42NWJ rN23E, 765E C -:,--:170Fresh and hard. Drillswell. Only very minorwx effects on jointsand partings.Pyrite55ft"so -X e 5,-. ..Diorite.Fine-grained,-...11 medium dark gray.Irreg tarty foliated throughout.A:-',Diabase_A A .1,x .._x .z hard. Drills166.8,Fresh and'.60. 04-+-4.71 168.91Diabase.Unbleached.Diabase is tan-well.ri 0..1- +Intrusive contact dips 50bleached, but adjacent$ aBleached tan. Fine- 7diorite is not bleached. +,piorite0,__grained.Hard..9Shart contacts.51Slickensides-Moderathly to severelyApparentlywx.Softened. Locallyweldedweak.SlickensidesPyriteFresh and hard. Local;,slickenaidesslickensided zonesIlated to folding.Pyrite'.....1:- Fused contact dips 800_x x >0 x xDiorite.Fine-grained,-A .X xmedium gray.-xafused intrusive contact -',lin. 5,1=11arIII-ril00.03_,.,Fihety."-,,, 'Coarsegirl .45.189I11,1appear tobe old. Re- tZ61L'_-4_,t_..1 x- . I-.AQuartzite(?) Thinly foliated,--- Fusedvariable dips.Fine-grained, 2r---,brecciamedium gray.-, ,..Quartzite, as above.Well-- '.-foliated.--'.. . '-'-'-..'...Fused feldspathized contact-,' BleachedFresh and hard. Lo---.202.0 'a0 Moderate wxcatty subject to slight -'---n-Tphanitic rock-quartz eyes.--!to moderate wx effects -'-'-Yk x- Quartzite Bleached (hydrothermal?).-i Moderate wxon joint surfaces.x, 5 >Diorite.Mixed medium fineqHighly polished slick- Vxs Grayquartz diorite.Coarse--enaides at 113'. Also,,, Localgrained quartz diorite and:It Highly polishedat 117. 6','`,e x , Bleached quartzitic,6 smooth shaken-X X x..:-sides, dip 60_2176,' :IQ-32I.30a.., 08.600.02iHighly polishedHard, but bleached5 ), 5'Diorite.Bleached throughoutelickensidesthroughout to lightX Xfi :Slight wxgreenish tan. Presume.: ,. ..,to light greenish tan. Fine--grained quartzose.-Dhydrothermal bleach..e x-Hard, but bleached ,Fused contact dips about 600226.0:DDiabase.Bleached to lightthroughout,Drills. tA..1:1,Slight weMinor surface+ .I - .1.-greenish tan.Fine-grained ...:well.MTalcwe effects on joints.4- Joints are not shaken- 4 -4speckling...._sided.1- 4--:-O1 1- 1:gnu, Fused contact. Irregular din .__.-/ gir.175.80.015P,x X ADiorite,Bleached.Fine--,),A-1 x atYgrained, greenish tan,--BOTTOM-OF BORINGr-__--_-..-=_-_:-_X Note: High-polish "joint" at7213':Strike,,N45W,Dip 61 NE----'7.,------..-gga0NN- Standard penetration resiatanoe, blows/ftRea - Length recovered/length cored, %RQD - length of sound core 4 in. and longer/length cored, %a_ Split spoon sample.4. GroundwaterU- Undisturbed sampless - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GETD- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTESx - Oriented core.USEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYMW enginsasDate: November 23, 1973Project 7286PAGE2of2ILOG OF BORINGADT 16t42011ISCIINICAL IINGINECHS INC,

'BORING LOCATIONN16571, E90280; OffshoreVerticalBEARINGDATE START/FINISHJan, 4, 1974/Jan. 7, 1974CASING ID3 in.CORE SIZE1-7/8 in,TOTAL DEPTH240.3ftDRILLED BYWarren George, Inc.; P. Schaeble, J. HarrisGROUND EL (M8L) -4.0ftDEPTH TO WATER/DATE ft / LOGGED BYSoil - K. Polk: Rock - J, R. Ran EL.MSLftSAMPLERATEOFADV.mm/ftcvsNELIT orRQDPRESSURE TESTSTRIKE, DIPF = FJ =Joioliati onntC "ContactB = BeddingSOIL AND ROCK DESCRIPTIONSa.) Pgg 1(Weathering, defects, etc.)(Type, texture, mineralogy,Q%Graphiclf,MpsiComputed400- em/secDepthftTypeandNo.NorReo.IIIIIIR.= Simkenald-4.0-20-7-40-_602-100--120--140---7-10-:1-20-:--30_-1)3)NoneTOPOF ROCK--...__-------_-40-:---_:-5:--_---..7-:7:9000.----12 -_.7-131:--141:NQNQ-2NQ-3-NQ-4-NQ-5NQ-6NQ-7= NQ-8NQ-9-NQ-10NQ-11NQ-12NQ-13. NQ-14NQ-15NQ-12)100100100100100100100100100lOft00001001001001005.05,25.34)5,-11853687103100100631000807875988298876)N62W, 61NE JN79W, 25NE Jf4,93k. RE iN11W., 638W CN76W, 39NE JN 7W, 42SW 3N73W, 29NE JPyriteFresh and hard.DrillsDiorite.Fine-grained, medium :well.Minor surface wex , 0dark gray.Generally massiveILeffects on joints and partings, , Y Itexture.-.,, ..,....::Sligh WeFresh and hard.Drills, ) ,,well.Local slight wx onw w vpartings.Partings dip 10-'to 20.Few high angle, "Y 0 Vojints .wvw x )Slight wx-P7'--'tact dips 300'-e-+C) e'i2.56.9 *IIAp411AFrOl104railFor,A1II+. 4- .59.0,..,.Lx25n contact diOpens1 -,6----P-63.-._,_0 6-Diabase.Fine, feldspar spots.Open contact dips 30_2_-.:'-..., 67.7Slight wx,..DFresh and hard.Drillsv . -.,, Slight-well.Joints and partings,,vbleaching--, : effect-are not wx. Not slickensided-Diorite.Fine-grahted, medium--. 0 vdark gray.Irregularly foliated z)).throughout.Some very vague: 0avbleaching effects, 84-85'...---,- _Welded breccia--Fresh and hard.Drills$ ., , Minor bleaching--._very well.Polished slick-e a-v v-ensides 06 98.6' on 60' foil-a v Diorite.Fine-grained, medium.;ation plane.Apparent minor.1.`-??,..dark gray.Locally foliated.:palehedhydrothermal bleaching at)` f.: s.--.92'.Joints are clean.,--_-1-slickensides _di s 38°...;:.:___103.i_ClEr.=1_pttact;::Ill),.-:it.ea-11111, +.4- , Chill zone-brown'0+' 1.471*. 4Diabase. %verily, fine-I k."-",e,-;!"-.0 1"g'rqused diorite inclusion at0Fresh resh and hard.Drillswell.Joints and partings1.- k- 7109. 6 - 110. 0'-Subvertioal show only very minor nor-1,4-jointface wx effects.4-I.'+ J-gray, sub-black throughout.+ +- Brownish at chilled contacts..--_-... Prominent-1-.4--r_ . feldsparI-+ +17). i- +-spotting-i 7Fresh anar.Drills4- I--Fhd hdDill0-mi., t1, well.Graphitic partings,. F 4- F...Fused contact dips 71 Chilled-G-o,lrivute'-rap135' to 138', appear pal-05" 132.0,Morite.Quartzose.Fine-.striatedJelled, but are nut onv 7+ 1-v a. vgrained, dark gray with irregularPolishedplanar surfaces.-graphitev acontorted foliation throughout.No meaningful dip direction.-:7,xX4 IC143.--7N- Standard penetration resistance, blows/ftRae - Length recovered/length cored, %sound core 4 in. and longer/length cored, %RQD - Length of souS- Split spoon eample.; Groundwater- Undisturbed eamples Shelby tubeN - DenisonF- Fixed pistonP - Pitcher Osterberg0- GEI- Drilling breakIt - Coefficient ofam Weathered, weatheringpermeabilityNOTES1)Washed through soil to 33.5 ft.Na sample taken.2)Roller bitted to 34.8 ft.3)No clays present, therefore, nowater contents were determined.4)Drilling rates for NQ-4 throughNQ-13 are 5 to 7 minutes per ft.5)Drilling rates for NQ-14 throughQ-375$ 5 to 10 minutes per ft.SEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYFA/ mead englneas wowerwtwo W.11611, ...........,...-n-,--Date: January 14, 1974Project 7286PAGE1of2MC OF BORING ADT 16A(1) GlaCRISCHNICAL nISOINZERS 1NC, BORING LOCATIONN16571, E90280; OffshoreVerticalBEARINGDATE START/FINISHJan, 4, 1974/Jan. 7, 1974,CASING ID 1-7/8 in.240.3ftWarren George, Inc. ; P. Schaeble, J. HarrisGROUND EL (MSL)-4.0 ftft / LOGGED BYSoil - K. Polk; Rook - J. R. Rand ELMSLftSAMPLERATEOFADV.min/ftCONTENTer INDPRESSURE TESTSTRIKE, DTPF = FoliationJ =JointC = ContactB -.* Beddingre PSOIL AND ROCK DESCRIPTIONS(Weathering, defects, etc. )(Type, texture, mineraloyy,ppcolor, hardness, etc. )Y%Graphic,1Mp0iComputed k10em/BeeBegat'TypeIandftNo.NorRec.(.((iyi(190S = SlickeraistCONTINUED FROM PREVIOUS PACE-160-180-200-2206-24050160080901001101III340INQ-17iiNQ-18INQ-19..Idi NQ-20I;LNQ-21II6NQ-22I NQ-23'1 Q-24I1!.Q-25I16 Q-266 Q-27Iii @-28L. Q-29I1Q-30II" Q-31aI Q-32.,.L.1-34ii1a NQ-35Ii NQ-3INO-3100100100928598100100100100881021001009810093989210083000092859410197100100100se 17883100Kitik; RaiffN45W, 279W JN25W, 56NE JN61W, 358W JN84E, 67SE FN11W, 18SW SN23E, 50SE F/447E, 76SE FN25E, 76SE JN 5E, 34NW JN5OW, 26NE JN74W, GONE JN11E, 11NW JN 6W, 24NE JN21E, 20NW J0671W, 37NE J5436W, Vert. JN 9W, 63NEMt; liSe'NNW, SONE FN28W, 525W SN 1W, 51SW49W, 29SW JWISE, 29NW J N86E, 27SE9658W,58W, 58NE CN32W, 36SW JN 5E, 66SE JN55E, 73NW JN57E, 30SEN24E, 400W CN76E, 62SE JN72E, 65SE JN6OW, 258W-Fresh and hard.DrillsI 7.-very well.Joints and part-*s *OrientDiorite.Fine-grained, dark .7.ings are fresh, not slick-Iensided. a ..y.gray quartzose.Irregularly 7a y'foliated throughout._- s r-_.1 )-.0.V...r a--Fresh and hard.Drills a.,-a v a..Diorite.Fine-grained, dark -well.Joints and partings .., ,gray.Irregularly foliated--throughout.-clean.Tends locally toa....,,,..--paon high-angle foliation. r.-portCa r---.i7a.',.*-VFoliation.>< rt r" MinorDiorite.')t ,'Bleachlight__--...-)..'diorite.Shows minor greenish hydro- y ',7 ...*-,thermal bleaching.Hard.,... ),.Coarse-grained,greenish gray grano-Some minor hydro-thermal alteration :-..._.---,.',Diorite(?)Fine-grained, med-*I'..."

  • Coarseium dark gray.May be-.,r.-a,-acquartzite ( ? I--Fresh and hard.Bleachedz___-* ,Veined contact dips 60as ", --, 119 0.1i antiofti11-locally hydrothermally.t_ 1... 4.Diabase. Fine grained, bleached-Joints and partings are not4-- CBleach tannish gray. Bleaching digs:+-4._slickensided.-+-out at about 196.3,+ 4- ' Becomes. -acesDiabase. Fine-med. dark , -,)--tir't--1 dark gray gray. Fused contact dips 60" :1,,.Not wx.Subject to hydro-;'ac X198.8Ithermal alteration,Bleach-1 .,',.,),., BleachGranodiorite. Medium 7lag.Joints and partings not l-.'Possible fault-Itcoarse-grained, lightr.r.-, Groutalickensided.,..,*,2tighttannish gray.---talcBleach,__.....=,e' ...,, ' ' Blh-.r .1'-Y Fused fault (7)-t-,:%I.4; Quartzite(7)Diorite. Fine-7X*. 5 1,'grained light brownish : Fresh and hard.Drills well.)7-. .77_' Quartz-feld-gray.iI' 24 0-0 spar peg.Diorite-granodiorite.BleachedMedium to medium-Locally bleached (hydro-1,.. 14 'sfine grained, light tan -7thermal alteration) but is not t`' "'X ),..'niah gray (due to hydra-.1)4theal alteration).rmaterially softened.s Bleachedthermal*Locally unbleached.-' 'Pegmatite-, ,e3Em Bleached diabase Fused contact dips 37`r1ml't..--,:-.7. 1.1230. 7.Fresh and hand.'Fresh+ i- .e BleachedDiabase.Fine-grained,light tannish gray.f + -,i Not- t" +,BleachedDiabase.Dark gray.-. _ ..-iBOTTOMOF BORING"....::-7-N- Standard penetration reelstanes, blows/ffRoo - length recovered/length nand, %RCM - Length of sound cora 4 In. and looger/length cored, %8- Split spoon sample; GroundwaterU- Undieturbed samples8 - Shelby tubeN - DenisonF- Fixed MelonP - Pitcher0- Osterberg0- GM- Drilling breakIt - Coefficient ofvat- Weathered, weatheringpermeability'NOTES6)This Is only a partial list of dip andstrike data.x - Oriented core.SEABROOK ST ATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANY0 mead engine= .- -Date, January 14, 1974Project 7286PAGE22ILOG OF BORINGADT 16Aoncsnacwwm.i. ZNOINKBPLI INC.

BORING LOCATIONN16545, E90195; OffshoreINCLINATIONVerticalDATE START/FINISHJan. 81974/Jan. 14, 1974CASING 1133 in.CORE SIZE1-7/8 in.TOTAL DEPTH240.0ftDRILLED BYWarren George, Inc. ; P. Schaeble, J. HarrisGROUND EL IMSL) -8.3ftf / - J. R. Rand EL.MSLftSAMPLERATEOFADV.rnin/fCaT,BIT er RQDPR SSURE TESTSTRIKE,KE . DIPF = Foliation,1 = JointC = ContactE = BeddingSOIL AND ROCK DESCRIPTIONSr,1rn ;14(Type, texture, mineralogy,0 tzcolor, hardness, etc.) alDepthfTypoandNo.NorDec.1kGraphicgmpsiComputedk10-4cm/sec-8. 300S = Slio ellflill.80 ---100---120 ---140--::...---:10_:.::-20.---:L30--1)3)NoneTOPOF ROCK---_-..---------7.:36.-:-40-:-::40-_,7760--:::70:-----_:-90:-:-^10107120:-:1430-7-:44--NQ-1NQ-2NQ-3NQ-4NQ-1NQ-6NQ-7NQ-8,,,Q-9NQ-10NQ-11NQ-12NQ-1398001009810000100999497981000049390799410010093979393870090N79E,31NW .1N45E,66SE JN42E,58SE SN29W,30NE SN59W,41NE .7N50E,76sE cN79W,68NE JN34E,89NW CN25E,34NW CN31W,67SW SN68E,29SW JN36W,58NE Sa.1Ik611"1.,k71iiVEiiE!".:..z.!11--I.!iII1I111ii!El;I,It'IIielriteFresh and hard.Drillsvery well.Very minorsurface wx effects on jointrl"and partings.No slicken-Manganesesides.Fresh and hard.Drillsvery well.Minor surface,_,wx effects on joints andlax*.VI).v'X S. Xy .. Ay>,."7"x a v* Y S3.<').'X0 a .0x a . 0505 X a v. N' v V 'Ax r 4' x r ra NVY, ),aj< a xmediumDiorite.Mixed fine-grained-foliated dark gray diorite in-medium-coarse-grained,gray granodiorite.Foliation in fine-grained dio-:rite is wavy, irregular._ --- -Diorite.Fine-grained, dark' 7.grey.Internally complex fold- :ing.TranwittnnolFlaeri C,rntnet-,iIIIPA01/II4I11IIIiIP4111Ppartings. Not slickenside. , Icy, 1*Da x .Foliationa v. av Y V.Verye-graine d, thnly lami-nated, wavy, drag-folded lami--one.Pinkish brown and dark-gyaaltisattglei:..Chert, as above. Contact dips 55"Fresh and hard.Drills4-4--4-4-very well.Very minor4t,..surface wx effects on4- , I-Joints andNo 4_4_4_partings.X ,,Diabase.Fine-grained, dark ..".;gray.No bleaching..-6 7,Fused contact dips 550 slickenaides. a. ay":4 v XX V ),v x y v.1,.1.Xa 4*.a v-1,x aPolishedFresh and hard.Drills" ' CslickensidesX 14 ,very well.Small polish y ,on 20 partingsed slickensides ata a 96.6-99.7, on low-.". ,`055angle partings.Not7 7Pyritebleached,y yv v aDiorite.Fine-grained, medium-dark gray.Locally vaguely -foliated.Pyrite disseminatedlocally.-----Diorite.Fine-grained, mediurftdart gray.Fairly massive.: -.--i9 .Open coritaot dips 20-1---i-1-1-4-1-v1-+-4-1-,..,- ...Fresh.Not bleached. .-'14- 'DHard.Drills well.Joints 4- +- t.Slight polish'Diabase.Fine-grained, dark.gray.Not bleached.-' Fused contact dips 5e7122.2are fresh to very minor4: 0 surface wx effects.Not0 . . slickensided.y So"...a" -'...'Diorite.Fine-grained, mediumdesk gray.Contorted foliation*.Irregular intrusive contact cts7(t:128.4Fresh and hard.Drillswell.Minor chlorite on.1- ,--f 1-4 .1-1-f "1" l' 1'4.1-v* ,_,.. 7_Diabase.Dark gray, fine-...grained.Not bleached.--.-37 7, Jagged intrusive contact-fused. -Chlorite-some joints and partings,striatedNot polished,Not 'ax.-Not blpached1aa...* w.7x7-...,..Diorite.Fine-grained medium:dark gray. Wavy irregularfoliation. Quartz diorite.:1424--NN- Standard penetration resistance, blows/ftRan - Length recovered/length cored, %RQD - Length of aound core 4 in. and longer/length cored, %- Split spoon sampleZ GroundwaterU- Undisturbed sampless - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GE1- Drilling breakk- Coefficient ofWa- Weathered, weatheringpermeabilityNOTES)No samples taken.2)Roller bitted to 38.0 ft.3)No (days present; therefore no watercontents were determined.4)Drill time for entire boring from 8 to15 minutes per foot.x - Oriented coreSEABROOK STATIONPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYg silted engineers . ---. IrcDate:April 11, 1974Project 7286PAGE12_ofILOG OF BORINGADT 16B(1) GEOTECHNIGAL ENGINEERS INC.

BORING LOCATIONN16545, E90185; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHJan. 8, 1974/Jan. 14, 1974,CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH240.0ftDRILLED BYWarren George, Inc.; P. Schaeble, J. HarrisGROUND EL (MSL)-8.3ftDEPTH TO WATER/DATE ft /Soil - K. Polk;Rock - J. ft. Rand EL.MELftSAMPLERATEOFADV.Mild(orRQDCvalmPRESSURE TESTSTRIKE, DIP=FFoliationJ = JointC =ContactB = BeddingQSOIL AND ROCK DESCRIPTIONS(Weathering, defects, eta.)(Type, texture, mineralogy,cgcolor, hardness, etc.)CO%GraphicBM.paComputedk0em/secDepthftTypeandNo.NorRoe.1108 =Slicki CONTINUED FROM PREVIOUS PAGE-160,.-200-..-220-:-240,-142.4'_-15 .1:-161v.> 1811L.-20./1.:_,121.-..420!'L235-,19.!NQ-23NQ-1.IN-NQ111NQ-Iiii NQ- ;1NQ-1 iii!NQ-20Q-211NQ-221 Q-24Q 25Q-26: Q-27Q-281Q 25I Q-31Q-32! Q-33I001001001000010010097100100100100100100100921001000010010010088937310097971008895100909858909710094iIrdi5Pix/1/4N36W,58NE SN35W, 34SW CN13W, 38SW JN26E, 53NW JN72W, 51SW FN36W, 41NE SN26W, SINESNOSE, 52NW5N78E, 680E JN S W, Z1NE SN82W, 76SW FN31E, 3411WSN 8W, 41NE FN29W, 329W SN8OW, 52NE JN59E, 768E FN41E, 43NW JN OE, SBNE FN63W, 500W JN72W, 71NE JN86W, 36SW FN89E, BONE SNOSE, 510W FN46E, 60SE JN85W, 78NE SN64E, 598E FN25W, 42SW JN32E, 57SE JMgvEv,' LIM tN22E, 31NW JN52W, 33NE J1,,,gn: tm 5N41E, 36SE FN80E, 71NW JrigH, MEW fLlis'4.Open contact dips247.0Diabase.Dark gayi0 4,n,!.k-,-;;Fresh.Hard.Drillswell.Joints and partingare not slickensided.Graphite-polishedMinor polishFresh and hard.DrillsGraphitewell.Joints and partingshow only very minor suiGraphiteface sex effects.Minorbleaching at 169-170'.Fresh and hard. Drillsvery well. Not slick-ensided.0Fresh and hard. Notslickensided.DrillsMinor slick-well.Only very minaensidessurface wx effects onPyritejoints and partings.in or wxSurface powdera sa- Y aY. yv ssv.r.s irv ir viOpen contact dips 35Diorite.Quartzose.Fine-grained, medium dark gray.Wavy,foliated.Steep dips.Fused,weldedbrecciaBleachDiorite.Fine-grainedBleachdart gray.Irregular wavyfoliation. Slightly bleached,medium-grained at 168' and169'. Fused contacts.Diorite.Fine-grained,medium dark gray quartzdiorite. Vaguely to widelyfoliated throughout.Diorite.Mixed fine-graineddark gray quartz dioriteand medium-coarse, medigray granodiorite. Locallyfoliated.Fine-grained, dark gray.Fused contact dips about 60225 0;. 4i,s '7' r iiis s sv.s-,,,,,,,a. ac,KS'aa.'"Y .. Ys s s.,4 vavY . yA X 7 VY a a,a Y vY v Vx k a v),aYa V Vs v ss., a ,..,, ,,,,,x' x --,*';4'.>':s.'isi5svixissyX X XXs ss.,$ Y a asx x xV V . A0 a aV X. >4 ,X X,II.1.4.,Fresh, but bleached byhydrothermal alteration.Not wx.Not slickenside,Fresh.Bleached.High-.Iangle veinlets.Striated-slickensides1 Not polishedAT( l'x )tx)4 >e,X $ Yi'N>4Diorite.Medium coarse-rustyject to minor surface!,/4,,,grained, medium gray.Minorwx effects on jointsxis r xit x r ,-rustyand partings,17.,___30. 3'-23--:-7:':. 0_-:---..:-60-------70-:140:Zw90.:---101-:-1--11 i:...i420!---:-' i30_-:-:440-:_ NQ-1i NQ-2I NQ-3240-4I NQ-5I NQ 6I N 7NQ-81Q-101NQ-111NQ-12!NQ-13!NQ 14!HQ-1514Q-16!NQ 17240-18INQ-19I Q-201 NQ-21!NQ-22I NQ-23NQ-24Q-25!!NQ-26! NQ -2 71NQ 2810010010010010083100100961001001001001001001001001001001001001009797100100100008.08.08.810.09.310.08.51.210.710.08.010.69.410.011.07.08.411.69 810.29.69.48.210.611.48,88.08.4463300336167059438583628075535062471650437885 285324WANIIIIIMIIIIAguava(%MaNote: Bleached7,31.41-7Diabase.Tanbleached.rArA/0 liadiabase.At 31.41....Contact veined, , ipakis fused fault surface..t.gx7V*36.5 t '.-s, .;.b.-,-,-=Dia ase.Dark gray. Fine.tr.:.-'-::40Open rusty contact dips 35Calcite veinFresh and hard. MinorMinor rustya a aDiorite.Fine-grained, darkManganeserusty wx effects ongray.Vague wavy foliation.some joint and parting 1Minor rustyxa a'iv r r 0Diorite.Fine, medium darkMinor rustyv xPyriteI ,.a',gray.V`,a I, .-Fresh and hard. MinorDiorite.Fine-grained, darksurface wx effects onI w

  • I)a xgray.Fairly massive.joints and partings.)Fused contact dips 20Not slickensided. s* s.,66. 41 rAPTA/Frii11FA-a -s- -XDiabase.Fine, dark grayManganese2"7.77.,":x a, xRough open contact dips 4014 ADiorite.Fine-grained, medium-V w xa. a I,ark gray.' a aa'Fresh and hard. Drills*aDiorite.Fine-grained, medic_Striatedwell.Joints and part- dark gray.Locally shows-hip show only minoravaguesurface wx effectsr a'T V V wavy foliation.Partings are not slick-* .ensided.No bleaching. a V Y.d.. VVa x 1Ca's.itb w /-Diorite.Fine-grained, darkFresh and hard.Some r x .gray.Vague wavy foliation,*.-Pyriteminor chlorite on joints C" SCandartings.Pa ,, .is xa'a a ainort a a..chloriteaSs ax aDiorite.Quartzose,Fine-Minora a agrained, medium dark gray.chlorite.x8Fresh and hard. Joints8 .Locally vague foliation textures.MinoriChloriteand partings not slick-* a tensided.Show minorN._.,*Pyrite.:surface wx effects,Pyritea a }4a a w .Diorite.Fine-grained, med-'WW 7ium dark to dark gray. Quart-a a'well.Some joints show a *'case.Vague wavy foliationminor surface wx ef-r x a Afabric throughout.-feats.No bleaching.* s, a777'x-x aV ) ..t'a. a `A )lows_Fresh and hard. Drills..,;;_azOpendips 37Iracontact rr AiIn,KgrdirFAIAS'VA1/F iIverv well,7ON- Standard penetration resistance, blows/ftlien - Length recovered/length cored, %RQD - Length of sound care 4 in. end longer/length cored, %S- Split spoon sample; GrOundwaterU- Undisturbed samples8- Shelby tube24- DenisonF- Fixed pistonP - Pitcher0- Osterberg0- GEI- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTES1)- Washed through soil 0-23'.Nowimples taken.2)- No clays present; therefore nowater contents were determined.x - Oriented core.SEABROOK STATIONPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANY0 Med engineers , --Date:April 17, 1974Project 7280PAGE1of 2 LOG OF BORING ADT 16C 11:1) .0BOTECHNIGAI. ENGINEERS Ira.

BORING LOCATION1116493, E90257; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHJan. 14, 1974/Jan. 17, 1974CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH238.5ftDRILLED BYWarren George, Inc. ; P. Schaeble, J. HarrisGROUND EL (MSL) -5.5 ftDEPTH TO WATER/DATE Tidalft / LOGGED BYSoil - K. Polk; Rock -3. R. RandEL.MSLftSAMPLERATEOFADV,min/ftCuTEIT orRQDPRESSURE TESTSTRIKE, DIP=FFoliationJ = JointC = ContactB = BeddingeSOIL AND ROCK DESCRIPTIONS4,1ga "C(Weathering, defects, etc. )(Type, texture, mineralogy,. Mcolor, hardness, etc.)' gaDepthftTypeandNo.y,orRec.%Graphicga-cpsiComputed4 k10-'cm/sec'"1 09SlickonaldCONTINUED FROM PREVIOUS PAGE-160-180-200-220 -.7._-240--143.:... 5 e--:,:.',-:717C.:-181:-:,-191:-0..--2 1....220---:L230-::-PaNQ-29Q-3(NQ-31NQ-31NQ-3 5..NQ-34NQ-35NQ-3tNQ-37. NQ-38NQ-3.9NQ-40NQ-41NQ -42NQ-41Q-44NQ-45, NQ-46NQ-4710098100100100100100150100100100100100100100981001009310.08.89.49.08.29.07.28.59.69.29.59.78.99.09.19. 78.69. 59.192959773826587799880475023455890829093i1Igli1.gWAirio1/1IIII:460/482E, 22SESN20E, 565E JN59W, SINE JN69E, 33SE JN5OW, 43NE J1166W, 6911E F111191//, 25WE gN26E, 6614W .7N26E, 64NW JN54W, 62N S1158W, 4411E Jii9?k,.Z0N 4W, 18NE JN41E, 35NW J112PP, tes1v/N45E, 73NW J1132E, 34SE aN16E, 39SE J1163E, 359W J1162W, 435WN58E, 1811W N83W, 11h1N78E, 65SE JN17E, 41SE SN53W, 7011E JN46E, 45SE JN 1E, UNEJ'fit-I,andd partings4- -t- not slickensided.4-t-t-Diabase.Fine-grained,dark gray. Grades to-I- .I5medium-grained at 145'.--I- -I FeldsparBecomes white feldspar -'fi ,-I- Specsspeckled at 151.'----t-,4-- throughoutFresh and hard. Drillswell.Joints and part-ings locally show, k_ Diabase.Fine-grained,striations, minoro dark gray..4 t 4Striatedslickensides.4 4, 4-- 4-a.:contact dl's 38,166.LDiorite.Fine-grained,.+/-Striated'X /4 .).x. Diabase,medium gray. Quartzose4t4,,:,.."./.". fuseddiabase inclusion is irregFresh and hard. Drills : ' axular, fused.very well.Joints and*,,,,,* 5..4., .odiorite at be...5,177partings fresh.xlc X NFused contact dips 70Open jointCalcite coatedFresh and hard.Drills well.SomeChloritestriated chlorite on+ # 4- 4.Diabase.Fine-grained,4- T .1-dark gray with calcitek k 4phonono_ 4. 4- Calcite:1,sta 183' to 186'.fi ,-,.7.' speckling1.+4-'4-1-1-s:iDiabase, as above.1-4.17/.di s 14________Open_patact-S Chloritejoints and partings.x , ,, PegmatiteDiorite.Fine-grained,medium dark gray quart-Slippery* Y $Chlorite'*.nose,Fairly well foil-ated throughoUt.*Rough'8 s%Y . 1Irregular joints.-* 5-,Fresh and hard5

  • V PyriteProminent pyrite min--1, .Calcite, pyritethroughout.Joints0.---sarBreooia-ftolod eralization with calcite. on foliationand partings show-; a-ewith calcite.Fused breccia at 208.8*-*-only minor surface'210,4'.V7.... I..wx effects.Fresh.o. .4...and hard,Minor sur--.,_.:_/2..II., 4,Fused comet dips 5FAr!..."5,rf,,rAA/IP/1Paface wx effects on77 Brown chill MIA.Not bleached.4 C. -4.e StriatedPartings.f 4- r tDiabase.Fine at top.i chlorite-t t +slickensided. 1- 1. TI- 1-1-Diabeae.Medium-fineFresh and hard. Drills _ o_ 4 tgrained, dark gray with hair-7.1very well.At 235.5,line calcite veinlets.77 I Calcitebecomes bleached74- t r- linedgradually.4 I 235.5' Rook gradually becomes4 i--4 4.bleached, transitional contactQuartz-feldspar veinlet-no calciteL'.bleaehover .5, core--t7-a::--:BOTTOMOF BORING14NN- Standard penetration resistance, blows/ftRem - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length cored, %- Split spoon sampleg. GroundwaterU- Undisturbed sampless - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GEID- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTESx - Oriented core.x - Oriented core.SEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYCal sited caginess ....NNE. InaDate;April 17, 1974Project 7280PAGE 2of 2 ILOG OF BORING ADT 16C (1) GBOTECINNICAL ENOINES11.9 BORING LOCATIONN16600, E90219; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHNov. 10, 1974/Nov, 14, 1974,CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH241.4ftDRILLED BYWarren George, Inc. IP. Schaeble. J. HarrisGROUND EL (MSL) -7,8ftDEPTH TO WATER/DATE Tidalft / LOGGED BYSoil - K. Polk; Rook - J. R Rand EL.MSLftSAMPLERATEOFADV.rnin/fCONTENTorRQDPRESSURE TESTSTRIKE, DIPF = FoliationJ = JointC = ContactE = BeddingmSOIL AND ROCK DESCRIPTIONSw -4CZ1(Type, texture, mineralogy,0 14color, hardness, etc.)4.) PII%GraphicKM.paComputedk10-4cm/seeDepthftTypeandNo.NoRec.7.8aIII08 = Slinnsid-20-,:-40 -,:,-60 -;-80 _:--100-c-120-,-140-,77-1.10-1--20---_1.30:-38 01)2)NoneTOPOP ROCK7-407:.::_7-- 0_7-77-70-..:.-_-_7-90-"--:--10C--110--:---71207a-_:--138"-7-7-14o--a41.5_NQ-1NQ-2NQ-3NQ-4-NQ-5NQ-6_04Q-7-NQ-8NQ-9-NQ-10NQ-1-11(1-12NQ-13x NQ-14K NQ-15NQ-16x NQ-17r-a NQ-1E10010010010082991009910010010097961001001001001007.07.05.06.05.07.06.06.06.06.06,07,08.08.011.08.08.08.0194652485335767974797967628833807227AVuIsurface wx effects. .1-IxMinor polishFresh and hard. Closely'a .'Diorite.Fine-grained,i7Minor polishspaced high-angle joints.; v. v vdark gray.Vaguely foli-ated throughout.-x.,0Joints are polished atxz:oint r xVerticalteal j42.3' and 44.5'.:y-r x ,....Ik
  • tS S s__....PArei'X'.!.54.17---1i:pDinbase inclusion.FreshWMAApanodlihsharedd..Deriallose.. : ..,v1CO.-lishiny at 70.1'.Y,...,Nt....v.,...Y'YPolishedv. v.x slickensides0 .r'.frChilled, fused, undulatingoontact.Diorite.Fine-grained,dark gray. Quartzoee withsteep, undulating foliationthroughout.Fused contact d52570ApIIF41111idi44pi_at 70.1'Fresh and bard. Drillswell.High-angle joints t-t.T.Iare smooth, planar.iNot polished. Minor1--4-,4_4-iI- 4-Ii- -I + a-Chill zone'Diabase.Dark gray, fine-grained. Calcite piano-erysts. Generally finelycalcitic throughout.86,8,Contact dips 48..,Fresh and hard. Drills 9'Diorite.Fine-grainedvery well.Some jointsV,*.,,1dark SM. Quartzoee.are fairly smooth,x,.xI Smoothsome pyrite coatingsJ9 V ,Diorite.Fine-grained,iion joints.'x. 9- 1,8._.vx x11ation.(May be an impure%rx X 1quartzite ? ?)Pyrite-minorI, S s.Y.14AVpolishVr )1aFresh and hard. NotA 10a S A.Diorite.Medium-fine- Smoothbleached.Joints are... 1<,grained, medium dark,jointscharacteristically plan- ..; 1,1.;gray.Local zones of fine-ar.Smooth locallyN v 'grained, dark gray foliatedshow high polish..0. X .r.Xquartz diorite.v55 joints-highX X X,polish-smooth65 joints-smoothX X t;A r.065 joints-smoothA x rVertical jointThin chlorite coating1, x. *.00!Chloriteon non-polished joints.Open contact dips 400'v . *1318:,01rillA.11j,-Fresh, bard.Not Diabtuie. Dark gray, fine-bleached.Sante smoothI- i'Calcite fillingjoints.Not highly poi_i- # f',grained.,,..13a0Fusedw: cont ctoMinor polishlobed'y.,,,Y,,Y,Y,Diorite.Fine-grained.v ,..7.__1"414t-7ON- Standard penetration resistance, blows/ftReo - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length tiered, %S- Split spoon sampleR Groundwater- Undisturbed samplesS - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GET- Drilling break` k - Coefficient ofw.:. Weathered, weatheringpermeabilityNOTESI) - Washed through soil 0-38.Nosamplestaken.2) - No clays present; therefore nowater contents were determined.x - Oriented core.SEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYEy milted engineers 11....171017 IrCDate: April 18, 1974Pro)eet 7286PAGE 1of 2 ILOG OF BORING ADT 15D (t) GMTECHNICAL ENGINEERS INC.

BORING LOCATIONN16600, E90219; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHNov. 10, 1974/Nov. 14, 1974'CASING ID 3 in. CORE SIZE1-7/8 in.TOTAL DEPTH. 241.4ftDRILLED BYWarren George, Inc.; P. Schaeble. J. HarrisGROUND EL (MSL)-7.8 ftDEPTH TO WATER/DATE Tidalft /- LOGGED BY Soil - K. Polk; Rock - J. R. Rand EL.MSLftSAMPLERATEOFV.mm/ftWATERerRQDCONTENTPRESSURE TESTSTRIKE, DIPF = Foliation.1 = Joint C = ContactB = Beddingal PSOIL AND ROCK DESCRIPTIONSC4 r.1(Weathering, defects, etc.)(Type, texture, mineralogy,0 Fe- XI%GraphicKMpsiComputed.,k10 ' cm/secDepthftTypeandNo.NorRec.' "1S = SlicitensidCONTINUED FROM PREVIOUS PAGE-160-180-200- 220-240 -Fused contact dips 56141.5a150NB17011809010011 l2131'II.!NQ-191i NQ-20!NQ-21!NQ-22! NQ-23iI! NQ-24IINQ-25BI:NQ-26I. NQ-27II I!NQ-29I I!,.!Q-30I II' Q-31...I1I Q-32rI Q-33III! Q-341! Q-35Q-96I Q-37100100100100981001001001001009810098100971001001001007.09.09.09.09. 00.09.010.010.012.011.010.013.012.015.014.012.0124'838588937292974292725878876654494148Pa5PAI11IN76W, 67NE SN64W, 52NE JN38W, 24SW JN89E, 32SE JILS, HNW .1NW JN55E, 24NW JN 6W, 23NE JII% 1390VE 'ISNOSE, 22SE JN34W, 72SW JNN4348E5., 3679SNwE FCN33E, 405E SN90E, 230JN15E, 16NW JN52E, 57NW SN87W, 49NE JN70E, 1474W JN55W, 1BNE JN24E, 75NW CN66W, SONE FN65W, 63NE SN15E, 45SE FN.,w, SSW JNI; MI 1N34E, 56NW JN56W, SINE JN62W, 58SWFN18E, 50SE dMt %Si'N56E, 20SE 3N1BE, 57NVV JN21E, 528E FN56W, SONE JN11W, 66NE JN35E, 69NW JOF BORING1.97.-E;..;el1,1i)1I..1.ie111;I,ill1N.E,..i..II!!,INSiHI,,....11.'V.._i1L.--lIr.';',146.6Fresh and hard. Drills+" -..1.t4-Diabase.Fine-grained, dark:very well.Joints and part 4-gray with fine calcite specksbags am clean.Local*-44-4.*scattered throughout.minor calcite coating on., .. 4. ..--joints.Not smooth or+ ' '-slickensided.4- i- 4- 4+..f.- e-,' t- a-Fresh and hard. Drills4-....dm,-)1Diabase.Fine-grained dar:kvery well.Joints and" I' '4 igray with prominent white calcite:.,.-.partings are not smooth,'+phenocrysts.or slickensided.No+ 4- t-I-- 4-'-:,bleaching.-4-.,..!:.,-c,175chilled contact dipstfL....;,,,:ialteinitge2.___,Fused...,-,)4'Diorite.Medium grained."-,.LD en calp1,4ct di s 25 Calcite"48rAlFresh and hard. DrillsDiabase. Fine-grained near black.:"',1-well.Joints and partings,_ t.- 4.Diorite inclusion at base.CalciteFused cantact-80-t5dip-zalcite.fresh.Calcite-i"-T-t',.1are fairly185.0I IQ-28filling-fillings in some joints.,-;)-,)-.) Brown chill zone-fill*4-4-4Diabase.Fine-grained, dark:.; 42- ,i_t; 1-Igray._t-t:183.1, Fused undulating contact-raFA/A21Apra51IA13.0N57E, 71SE J-..17..500 Vein-fused fault-y x YDiorite.Medium-coarse grained-X >4'Fresh and hard.DrillsI X XImedium grained quartzose.--well.Only very minor,,.. ,, , Fine",, ,Diorite.Predominantly medium :local surface wx effects on 1-coarse grained, notably quartzos.joints and partings.Not>4.74, 5d-Calcite-sliokensided.DX .Xmedium gray.Local zones offine-grained quartzose diorite.filledY. X >X X ;Granodiorite, locally porphyritiu.:_X x Xx x . w Fine-x v ,Y *5;-X '-:X-Fresh and hard.Drillsk y. kDiorite.Predominantly medium-"Minorm-vcoarse grained, with white feld--striatedvery well.Joints and-partings show only very e-minor surface wx effects.WeldedMedium gray.Not bleached.Xx )1v, ,,, breccia-:X X I-Fresh and hard.Drills"'well.Minor surface wxkk ,- - feldsparL-effects on joints and part-, X Ygray.-Diorite.Fine-grained, dark-ings.v ,, ,---:nWflir, UNABOTTOM--:-Z!::':.:`RalIllN- Standard penetration resistance, blows/ftRes - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length oared, %s- Split apoon aample.i, GroundwaterU- Undisturbed samplesS - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- Osterberg0- GEID- Drilling breakk - Coeffloient ofwx- Weathered, weatheringpermeabilityNOTESSEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYel uitiad ermines's .can.1.4-11711e.Date: April 18, 1974Project 7286PAGE22ILOG OF BORINGADT 160CI) CIECITSCHNICAL ENGINE:MAR INC.

BORING LOCATIONoffshore 1017552. E93840INCLINATIONVerticalBEARINGDATE START/FINISHJime 15, 1975/June 16, 1975CASING ID3-6in,1-1/8In.TOTAL DEPTH195.3ftDRILLED BYWarren George Inc.; J. Johnston, P. SeheableGROUND EL-42,4 ftDEPTH TO WATER/DATE Tidalft / LOGGED BY Soil/Rock - F. X. BelliniEL.tSAMPLERATEOFADV,min/ftWATERor RQDCONTENTPRESSURE TESTSTRIKE, DIP": Foliationj =.- join,C = Contact5 - Slickensidesto n(WeathSOLrn 1ering, defts, IAND ROCK DESCRIPTIONSecetc.)(Type, texture, mineralogy,0 i2color, hardness, etc.)(3 BDepthftTypeandNo.NonRec.iGraphic&PL.psiComputed4klO- 'cm/see-42,4100-60--:-80-:35-120-:40 -C-160-180 -L-.187.6-L-:rE52EAS3286381TOPOF CLAYDktagrit'C't7ty shnudnyit,;&11t1},effeig34rret. Widely graded.Fines are non-plastic, Con- =tains angular to subangular medium to coarse sand and gravel pieces up to 30mm long, :_and few shell fragments.-Light gray, fine to medium grained sand, clean and uniform.Rounded to subrounded:grains.--Similar to Sample 2.-14.Y20-:[Si-t.-F..r7[54[S7Egg9628ETOPOF TILLLayered gray fine grained silty sand and gray silty clay (small recovery).--Gray silty clay.Medium plaaticity, very slow reaction to shaking test, medium to:high dry strength.Contains a few pockets of fine sand up to 5mm thick.----Similar to Sample 5, but with 10-30mm light and dark gray layers and a 4ram fine sand :layer.---Similar to Sample 6.--similar to6'silt and silty fine sand. 2-15mm thiclq silt shows fast reaction to:.:.- 40-:L__[1810--51.0so10239TOPOF ROCKaVgly silty sand to sandy silt, widely graded.Fines are non-plastic.Con--tabs angular to subrounded gravel up to 15mm long.-_Similar to Sample 8C, but with gravel up to 30mm long,---Similar to Sample 8C, but with gravel up to 35mm long.-:___1)100001001009810097100901002-1/22'1/22-1/22-1/22-1/22-1/23-1/23-1/23443-1/23a4343333343-1/24345444434444455344pp-70738264799474787873570 F60 J70 ,Iao° J70 J70 J75 J50 F-e_-p---: -)-l'71,.;--Si amFresh, hard, drills well.Quart'sQuartzite, dark gray, fine-:_.._- 60-:-1:-_1--- 80_:---_--_-:- in_---:---L 12-::.---:------:3-NQ-1_NQ-2-NQ-3_NQ-4-NQ-5NQ-6-NQ-7NQ-8NQ-5NQ-1CProl4119AI=Localizedbroken rock.zna.,pf,,,velii-dolvfiluChipswith displacement evident alSI ant59'SI am of feldspathic jtSomePyrfte=kr:R=So4T healed RsIrregularsurface11=43ChloriteModerately to severely wxChipszone 74.5 - 75.5 ftWx, slick-ed surfaces10=35-39 (broke)DFresh ,,hard drills veryS1 wxwell. Joint surfaces cleanto slightly wx , R=44 (broke)Irreg. (tsor,iu4lakhaarodigigbellaut tend11=40 (broke)CleanR=46CleanFresh, hard, drills verywells, WC11=0 (broke)Clean toR=51 (broke)slPyritewxSt antFresh, hard, drills verywellR=95 (broke)Epidote?R=44Fresh, hard, drills verywelL .Tts. clean to sl vnt.11=44 (broke)CleanMinor fault, healed, at142.5 ft.R=39 (broke)R=48 (broke)SI wx'I--. ..-.-:. ."-:,-, :-;.----.....-*" -*-0.._.:...-..--- ---...( irs:::=:.". ....veingrained, uniform.-HealedWeak gneissic texture,-faultbleached tan to green gray in-?Schist- some places. Quartz feldspar:05. muscovite and biotite visible.Bleach- Some small quartz and calcite:edpresent. Many thin altered-ru,....=--zfeldapathic veins throughout.:veininBleached--Quartzite, dark gray fine gr.;tudform. Weakly schistose andBleach- locally bleached. Fabric-locally well developed.-.Locally garnetiferousQuartzveinBleached 59.511iet"00F0Alli.Frooo. o0.- --:leach-iri,:,--Tiictloagtesa, bleachzd:iatthi,weir:51 am,11=44 (broke)rat-0,A.-'.....- .-.-:_....- '-'.:.-,_.'ez....2..developed fabric)Quartzite, as aboveQuartzvein Quartzite, as above.QuartzveinMinor-leaching Quartgilorrn. Genee, dark graryiaffne ..,Bleach- gr.,weak -loggneissoeity, locally well-Quartzdeveloped. Some localized7.Ye195Minortexture. Garentlferous-..,bleaching-alnotingHealedfault0Id131.2p010.10.01p0 101g110 161.4, 50.11p016-0, 00I" -145,:0N- Standard penetration resistance, blows/ftSec - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length cored, %S- Split spoon sampleZ Groundwater- Undisturbed samplesI Schmidt Hammer HardnessS - Shelby tubeN - DenisonF- Fixed pistonp - pitcher0- OsterbergG - GEI- Drilling breakk - Coefficient ofam- Weathered, weatheringpermeabilityNOTES1) Roller Bitted Rock 51.0-56.0 ft.S E A BR 0 OK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANY.0 utted engineersDate:Augusta, 1975Project 7286PAGE1of2LOG OF BORINGAIT-39(I) CEOTECHNICAL ENGISEEllti INC BORING LOCATIONOffshore 1417552. E93840INCLINATIONverticalBEARINGDATE START/FINISHJune 15, 1975/June 16, 1975CASING ID 3-6 CORE SIZE1-7/8in.TOTAL DEPTH199.3ftDRILLED BYWarren George Inc.; J. Johnston, P. Scheablei n. GROUND EL-42.4 ftDEPTH TO WATER/DATETidalft / LOGGED By Soli/Rock - F. X. BelliniEL.ftSAMPLERATEOFADV.min/ftWATERor RQDCONT ENTPRESSURE TESTSTRIKE, DIPF = FoliationJ = JointC = ContactS = SlickensidesSOIL AND ROCK DESCRIPTIONSM ,1(Weathering, defects, etc. i(Type, texture, mineralogy,0 z0color, hardness. etc. iXI'ciGraphicOMpsiComputed4k10cm/secDepthftTypeandNo.NorRec.1 11:111:1100-187.6-200-2E0-237..'::-145NQ-119810010092100991004444555656106965666544555559382o55207589800 J48, F40- F52 F9200 I;36oo0 JBo° J60 J65 J602 J65 J63J18. i40 C53 J- .:HI,1.1:aI-_R=36 (broke)1=34 (broke)Clean toFresh, hard, drills verywell. Minor, healed faultssl wxat 150.0, 151.5, 152. 0 andD154.5 ft.No slicksChipsR=53Fresh, hard, jts. generallyCore lostsl wx to clean, some local-iced zones of very brokenroc.=5SI wxkR3S1 wxR=49No slicksR=0 (broke)Fresh, hard, drills well,DChips,core lost ? its. clean to sl w,5L...-----..,-:-ing----.II .--=-1.-.::,..,-..-, ---,--.--' " 7' [Bleach--_--Quartzite, as above, but show.-log general minor bleaching,:-Bleachheavy where indicated.-ingWeak_:gn issositye.,-Sheared?-_Bleaching165.0-160180'NQ-12a NQ-13NQ-14-NQ-15NQ-1f-NQ-17,///6.872 40.45 ' ,"4. 4.. 4.+ ++4, ., 4_+ + +i. 1. ++4+ + + "J+ +1-Bleach- Diabase, very dark gray to:logblack, fine grained near con- --Bleach- tants, fine to med. grained-lognear center. Internal contacts :suggest composite origin.-Locally bleached to light brow% Internal or tan.-contact --_---Fused, in--ternal con--tact--SohistoseDin,.lensase, as above, with on---Schist- lenses. -... i. casional dark gray schistose_11.131. 661. 01//_Z+ + -.i.///-e, +-_t_, 4_199,3`7:-::-:.::-:-L::::-::7_:----:BOTTOM OF BORING_..;:..:_:----_-:..::--------:-.:.-_N- Standard penetration resistance, blows/ftRea - Length recovered/length cored, %RQD - Length of :wand core 4 in, and longer/length cored, %S- Split spoon sample.Z GroundwaterU- Undisturbed samplesffSchmidt Hammer Hardness8 - Shelby tubeN - DenisonF - Fixed pistonP - Pitcher0-- Oa terberg0 - 0mD- Drilling breakIs - Coefficient of not- Weathered, weatheringpermeabilityNOTESSEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYCI inited engines's . --Date:August 6, 1975Project 7286PAGE2of2ILOG OF BORINGAIT-39(I) GEOTECRNICAL ENGINEERS INC.

SEABROOK UPDATED FSARAPPENDIX 2DGEOLOGIC BEDROCK LOGS OF BORING IN THE SITE AREAThe information contained in this appendix was not revised, but has beenextracted from the original FSAR and is provided for historical information.

APPENDIX 2DLIST OF BORINGS DONE FOR SEABROOK STATION (Reference Section 2.5.1.2. and Figures 2.5.9)and 2.5.14)A number of boring programs have been done for various purposes at andnear the Seabrook Station site. The list in this appendix is meant to serveas an index for these borings.Some of the logs of these borings are included in this appendix.Other logs can be found in one of three locations:1.Miscellaneous Site Area Borings, Seabrook Station: PSNH SiteDocument Control Center, Seabrook, N.H.2.Seabrook Station Geotechnical Report - Circulating Water Tunnels,Vols. 1 and 2: Geotechnical Engineers, Inc., Winchester, Mass.,June, 19743. Seabrook Station Geotechnical Reports - Intake Tunnel Extension:Geotechnical Engineers, Inc., Winchester, Mass., September,1975An entry in this table for each boring notes the location of its log.

LIST OF BORINGS DONE FORSEABROOK STATIONBoring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksA-IOld CoolingHampton BeachBeach49'49'9 Nov '681Auger BoringSystem DesignState ParkA-2Old CoolingHampton BeachBeach48.5'48.5'9 Nov '681Auger BoringSystem DesignState ParkA-3Old CoolingHampton BeachBeach53'53'11 Nov '681Auger BoringSystem DesignState ParkA-4Old CoolingHampton BeachBeach56'56'11 Nov '681Auger BoringSystem DesignState ParkA-5Old CoolingHampton BeachBeach56'56'9 Nov '681Auger BoringSystem DesignState ParkA-6Old CoolingHampton BeachBeach56'56'14 Nov '68'1Auger BoringSystem DesignState ParkA-7Old CoolingHampton BeachBeach56'56'14 Nov '681Auger BoringSystem DesignState ParkA-8Old CoolingHampton BeachBeach56'56'15 Nov '681Auger BoringSystem DesignState ParkA-9Old CoolingHampton BeachBeach56'56'25 Nov '681Auger BoringSystem DesignState ParkA-10Old CoolingHampton BeachBeach56'56'15 Nov '68Auger BoringSystem DesignState ParkA-11Old CoolingHampton BeachBeach56'56'15 Nov '681Auger BoringSystem DesignState ParkA-12Old CoolingHampton BeachBeach5656'15 Nov '681Auger BoringSystem DesignState ParkA-14Old CoolingHampton BeachBeach56'56'15 Nov '681Auger BoringSystem DesignState ParkA-15Old CoolingHampton BeachBeach56'56'15 Nov '681Auger BoringSystem DesignState Park CONTINUED:Page 2Location/GroundSoil BoredTotal DepthDateBoring No.PurposeCoordinatesElevation(Ft)(Ft)CompletedReferenceRemarksA-16Old CoolingHampton BeachBeach56'56'11 Nov '681Auger BoringSystem DesignState ParkA-17Old CoolingHampton BeachBeach56'56'11 Nov '681Auger BoringSystem DesignState ParkA-18Old CoolingHampton BeachBeach56*56'11 Nov '681Auger BoringSystem DesignState ParkA-19Old CoolingHampton BeachBeach56'56'14 Nov '681Auger BoringSystem DesignState ParkA-20Old CoolingHampton BeachBeach56'56'14 Nov '681Auger BoringSystem DesignState ParkA-21Old CoolingHampton BeachBeach56'56'14 Nov 1681Auger BoringSystem DesignState ParkAIT -1Intake Tunnel20546N+11.417.0315.07 Sept'73280140EAIT -2Alternate20211N+ 5.18.5300.019 Oct'732Tunnel Align-ment81372EAIT -3Alternate19848N- 0.232.5292.023 Oct '732Tunnel Align-ment82720EAIT -4Alternate19556N+ 5.264.0290.014 Nov '732Tunnel Align-ment83798EAIT -5Alternate19327N- 2.295.0279.09 Nov '732Tunnel Align-ment84663EAIT -6Alternate19117N+ 2.8148.5291.029 Oct'732Tunnel Align-ment85438E CONTINUED:Page 3Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksAIT-7Alternate18908N- 2.4132.0270.004 Sept'732Tunnel Align-merit86222EAIT-8Alternate18663N-15.083.0268.014 Sept '732Tunnel Align-ment87143EAIT-11Alternate18221N+ 9.06.06.008 Nov '732Boring AbandonedTunnel Align-merit88746EAIT-12Alternate18144N+13.5138.5272.824 Oct '732Tunnel Align-ment89012EAIT-13Alternate17981N+10.3125.0275.003 Oct'732Tunnel Align-ment89610EAIT-15Alternate17730N- 8.671.5238.001 Oct'732Tunnel Align-merit90526EAIT-16Alternate17537N-14.162.5231.511 Oct '732Tunnel Align-ment91267EAIT-17Intake Tunnel17366N-24.142.5216.306 Oct'73291907EAIT-18Alternate17182N-26.245.0272.013 Sept.: '732Tunnel Align-merit92577EAIT-20Alternate17158N-36.349.581.014 Sept '732Tunnel Align-ment92663EAIT-22Alternate17195N-32.136.5204.522 Sept '732Tunnel Align-ment92527E CONTINUED: Page 4Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksAIT-24Alternate17105N-35.665.065.017 Oct '732Tunnel Align-ment91945EAIT-24AAlternate17084N-35.699.0198.822 Oct'732Tunnel Align-ment92927EAIT-25Alternate16996N-37.124.0199.325 Oct '732Tunnel Align-ment93261EAIT-26Intake Tunnel17146N+10.667.0347.815 Apr '742Boring Inclined 40*89283EAIT-27Alternate17223N- 7.780.0245.301 Mar '742Tunnel Align-ment90217EAIT-28Alternate17254N-12.880.5233.016 Feb '742Tunnel Align-ment90887EAIT-29Alternate17318N-18.220.0230.019 Feb '742Tunnel Align-ment91383EAIT30Alternate17394N-29.946.057/922 Feb '742Boring Inclined 38*Tunnel Align-ment92288EAIT-30AAlternate17394N-29.546.5221.326 Feb '742Tunnel Align-ment92288EAIT-31Alternate17054N+10.769.0346.029 Apr '742Tunnel Align-ment89238E CONTINUED:Page 5Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksAIT -32Alternate16918N-12.459.0240.015 Mar '742Tunnel Align-ment90562EAIT-33Alternate16840NTunnel Align-merit91054E-14.480.0162.005 Mar '742AIT-33AAlternate16839N-14.480.0241.012 Mar 1742Tunnel Align-ment91054EAIT-34Alternate16780N-19.659.0230.005 Mar '742Tunnel Align-ment91515EAIT-35Alternate16770N-33.530.045.528 Mar '742Tunnel Align-merit92578EAIT-36Alternate16912N-39.155.469.527 Mar '742Tunnel Align-merit93045EAIT-37Alternate16766N-34.317.530.526 Mar '742Tunnel Align-ment93042EAIT-38Intake Tunnel17491N-41.243.0212.024 June '753Extension93300EAIT-39Intake Tunnel17552NExtension93840E-42.151.0195.016 June '75FSAR Appendix 2DAIT-39AIntake Tunnel17566NExtension93938E-39.357.0220.029 July '753AIT-40Intake Tunnel17575NExtension94040E-40.578.0234.014 June '753AIT-41Intake Tunnel17597N-37.375.0202.019 June '753Extension94240E CONTINUED:Page 6Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceAIT-41AIntake Tunnel17500N-38.962.0219.019 July '753Extension94234EAIT-42Intake Tunnel17909N-40.852.0214.026 June '753Extension97006EAIT-43Intake Tunnel17762N-48.951.0218.016 July '753Extension95707EAIT-44Intake Tunnel17816N-51.349.0219.012 Aug '753Extension96156EAIT-45Intake Tunnel17901N-62.836.0191.009 July '753Extension96900EAIT-45AIntake Tunnel17893N-58.338.0186.023 July '753Extension96810EAIT-45BIntake Tunnel17880N-54.537.0193.024 July '753Extension96696EAIT-45CIntake Tunnel17865N-58.338.0194.008 Aug '753Extension96601EAAIT-19Alternate17179N-31.846.0210.025 Jan '742Tunnel Align-ment92412EAAIT-20Intake Tunnel17446N-38.744.0210.812 Feb '74292908EAAIT-23Intake Tunnel17405N-33.846.5210.023 Jan '74292707EAAIT-24Alternate16663N-27.623.053.501 Feb '742Tunnel Align-ment92221ERemarks CONTINUED:Page 7Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReference.AAIT-26Alternate16834N-38.850.0210.714 Feb '742Tunnel Align-ment92976EADT -1Discharge20436N+12.19.5300.007 Sept'732Tunnel80175EADT-2Discharge20166N+07.215.0300.005 Oct1732Tunnel and80848EIntake TunnelADT-3Intake Tunnel19853N+05.431.5300.027 Nov '73281686EADT-4Intake Tunnel19539N- 0.743.5271.009 Oct'73282461EADT-5Intake Tunnel19279N+ 4.254.0271.015 Oct '73283172EADT-5AIntake Tunnel19129N+ 5.290.5292.519 Dec'73283560EADT-6Alternate19052N- 0.8100.0342.030 Aug '732Tunnel Align-ment84242EADT-7Intake Tunnel19002N- 4.1108.0297.011 Oct'73283901EADT-7AIntake Tunnel18853N- 3.799.0287.014 Jan '74284280EADT-8Intake Tunnel18717N+ 1.1101.0256.024 Sept '73284599EADT-9Alternate18313N- 1.5110.0323.020 Aug '732Tunnel Align-ment86427EADT-10Intake Tunnel18410N- 0.3105.0280.028 Nov '73285422ERemarks CONTINUED:Page 8Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksADT-10AIntake Tunnel18269N+ 0.1121.5275.004 Feb '74285784EADT-11Intake Tunnel18128N- 0.593.0298.702 Oct'73286125EADT-11AIntake Tunnel17951N- 1.864.3270.016 Jan '74286601EADT-12Intake Tunnel17781N-10.3103.5240.318 Sept '73287059EADT-12AIntake Tunnel17662N-13.541.0260.026 Dec '73287344EADT-13Intake Tunnel17458N- 8.518.8228.029 Sept '73287897EADT-14Discharge17161N+13.225.5288.029 Nov '732Boring Inclined 17*Tunnel and88821EIntake TunnelADT-15Discharge16941N+ 7.747.0240.004 Nov '732Tunnel89285EADT-16Discharge16553N- 9.138.0243.614 Nov '73TSAR Appendix 2DTunnel90235EADT-16ADischarge Tunnel16571N- 4.033.5240.307 Jan '74FSAR Appendix 2Dand Faultinvestigation90280EADT-16BDischarge Tunnel16545N- S.336.3240.014 Jan '74FSAR Appendix 2D-and Faultinvestigation90185EADT-16CDischarge Tunnel16493N- 5.523.0238.517 Jan '74FSAR Appendix 213and Faultinvestigation90257EADT-16DDischarge Tunnel16660N- 7.838.0241,414 Nov '74TSAR Appendix 2Dand Faultinvestigation90219E CONTINUED:Page 9Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceADT-17Discharge16213N-14.8102.3260.806 Oct'732Tunnel91109EADT-17ADischarge16110N-17.788.0225.012 Dec '73Tunnel91380EADT-l8Discharge15967N-24.045.5225.010 Nov '732Tunnel91745EADT-19Discharge15718NTunnel92402E-23.56.5197.205 Nov '732ADT-20Discharge15462N-40.610.0175.107 Nov '732Tunnel93063EADT-21Discharge15208N-51.643.0190.304 Dec'732Tunnel93723EADT-22Discharge19904N-55.454.0179.928 Nov '132Tunnel94492EADT-23Discharge14879N-58.641.072.501 Dec'732Tunnel94561EADT-25Discharge14931N-54.559.092.030 Nov '732Tunnel94418EADT-27Discharge14637N-59.010.0170.012 Apr '742Tunnel94752EADT-28Discharge-14526N-65.412.0165.011 Apr '742Tunnel94809EADT-29Discharge14374N-47.00.0180.711 Apr '742Tunnel94915EADT-30Discharge14144N-63.823.0164.305 Apr '742Tunnel95021EADT-31Discharge13891N-53.60.591.221 Mar '742Tunnel95151EADT-31ADischarge13926N-57.30.0167.825 Mar '742Tunnel95150ERemarks CONTINUED:Page 10Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth- (Ft)DateCompletedReferenceRemarksADT-32Discharge14862N-58.827.0169.807 Dec'732Tunnel94622EADT-33Discharge20175N+ 9.416.6368.519 Mar '742Boring Inclined 330Tunnel and80459EIntake TunnelADT-34Discharge19977N+ 5.319.0368.020 Mar '742Boring Inclined 34*Tunnel81201EADT-35Discharge19608N- 3.040.540.526 Feb '742Tunnel81992EADT-35ADischarge19631N- 2.337.5300.007 Mar '74Tunnel81974EADT-36Discharge19364N- 3.14.0289.720 Mar '742Tunnel82706E,ADT-37Discharge18947N+ 5.384.0354.022 Apr '742Boring Inclined 33*Tunnel and83394EIntake TunnelADT-37ADischarge18969N+ 5.115 Mar '742Boring AbandonedTunnel83729EADT-37BDischarge18963N+ 4.8118.0350.012 Apr '742Boring Inclined 31*Tunnel83740EADT-38Discharge18962N- 1.078.0198.023 Apr '742Tunnel84445EADT-39Discharge18470N- 1.5102.0280.519 Feb'742Tunnel85030EADT-40Discharge17384N+12.452.0360.026 Apr '742Boring Inclined 370Tunnel and88389EIntake TunnelADT -41Discharge17974N- 1.360.0275.021 Feb'742Tunnel86307EADT -42Discharge17616N-13.5.40.0260.029 Jan '742Tunnel87273E CONTINUED:Page 11Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksADT-43Discharge18275N+ 0.3106.0276.008 Mar '742Tunnel85525EB-1W of Turbine20440N+19.222.599.315 Oct'681Bldg.II78830EB-2SW Trench, S of20180N+14.13.9155.029 Oct '681Containment I79650EB-3 .200' N of21020N+ 5.532.5100.006 Nov '681'Turbine Bldg. I79350EB-4'N of Site22100N+ 4.440.0140.027 Nov '68178900EB-5S of Cooling19900N+12.713.033.002 Dec '681Tower - Marsh79300EB-6S of Site in19800N+ 4.432.554.914 Dec '68Marsh (?)79600EB-7W side Waste20200N+12.214.034.518 Dec '681Process Bldg.79400EB-8N of EFP Bldg. I20520N+30.904.225.321 Dec'68179620EB-9E of Turbine20700N+20.904.028.031 Dec'681Bldg.I79670EB-10Approximately20980N+ 6.731.051.308 Jan '691100' NE of79760ETurbine Bldg. IB-11Approximately 250'21010N+ 5.435.859.618 Jan '691E of Turbine80120EBldg. IB-12N of Pumphouse20750N+12.81No Log79960EB-13N of EFP20380N+15.411.031.020 Mar '691Bldg.II79180E CONTINUED:Page 12Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceB-14SE Corner20500N+18.18.028.019 Mar '691Admin. Bldg.79330EB-15Heater Bay I20740N+18.011.031.013 Mar '69179480EB-16Fire Protection20780N+17.652.572.220 Feb '691Water Tanks78440EB-17N end of Site21400N+16.260.0160.012 Mar '69178900EB-18q, 325' W of20460N+20.722.542.514 Feb '691Turbine Bldg. II78330EB-19N end of Site21350N+15.947.067.026 Mar '69178900EB-20N end of Site21325N+ 6.434.0100.028 Mar '69178900EB-21N end of Site21800N+ 9.450.0150.031 Jan '69178900EB-22NW of Turbine20630N+11.42.568.508 Apr '691Bldg. II78900EB-23N end of Site21600N+10.276.0176.018 Feb '69178900EB-24N end of Site21200N+12.421.0121.024 Feb'69178920EB-25SW Trench S of20200N+18.50.020.024 Jan '691Containment I79770EB-26Just SW of SW20320N+24.13.023.023 Jan '691Pumphouse79920EB-27Shaft Transition20570N+15.66.026.020 Jan '691Area80070ERemarks CONTAINMENT:Boring No.Page 13PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceB-28Center Turbine20580N+19.04.023.811 Feb '691Bldg. II79070EB-29Approximately20830N+ 5.842.662.524 Jan '691250' E of80240ETurbine Bldg. IB-30W side Control20270N+18.57.027.010 Mar '691Bldg. II78970EB-'31Containment I20440N+29.93.023.013 Mar '691. NE quadrant79720EB-32NW of Turbine20680N+19.09.329.824 Feb '691Bldg. II78750EB-33Approximately20920N+10.018.037.829 Jan '69150' N of79470ERubine Bldg. IB-34Approximately21010N+06.349.669.805 Feb'691200' N of79210EAdmin. Bldg.B-35Approximately20650N+21.52.541.512 Mar '691Center Turbine79540EBldg.IB-36SE Corner of20540N+27.42.067.502 Apr 1691Turbine Bldg. I79575EB-37Containment I20420N+24.46.046.519 Mar '691NW quadrant79625EB-38NE of Containment20550N+32.62.3150.013 Mar '691I CW Trench79750EB-39E of Containment I20455N+31.91.570.528 Mar '69179780EB-40E of Turbine20680N+26.22.566.524 Mar '691Bldg. I79700ERemarks CONTINUED:Boring No. Page 14PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceB-41NE of Containment20580N+27.66.867.618 Mar '691I CW Trench79825EB-42N end of Site21300N+14.344.0164.020 Mar '69178900EB-43N end of Site21300N.+26.239.059.017 Mar '69178550EB-44N end of Site21450N78380E+23.277.0100.001 Mar '691B-45N end of Site21500N+21.194.5114.508 Apr '69178500EB-46N end of Site21630N+13.377.099.323 Apr '69178500EB-47N end of Site20840N+12.28.528.524 July '69179740EB-48NE quadrant20800N+13.25.526.025 July '691Turbine Bldg. I79600EC-1Old Cooling21060N+ 4.922.022.027 Jan '691System Design80350EC-2Old Cooling21050N+ 4.250.050.030 Jan '691System Design80850EC-3Old Cooling21830N+ 4.750.050.028 Jan '691System Design81000EC-4Old Cooling21020N+ 4.050.050.031 Jan '691System Design81350EC-5Old Cooling22570N+ 4.533.033.028 Jan '691System Design81620EC-6Old Cooling20990N+ 4.850.050.003 Feb'691System Design81850ERemarks CONTINUED:Page 15Location/GroundSoil BoredTotal DepthDateBoring No.PurposeCoordinatesElevation(Ft)(Ft)CompletedReferenceRemarksC-7Old Cooling22300N+ 4.950.050.014 Feb '69System Design82557EC-8Old Cooling20990N+ 4.850.050.004 Feb '69System Design82330EC-9Old Cooling21900N+ 4.550.050.013 Feb '67System Design83450EC-10Old Cooling20850N+ 4.350.050.005 Feb '69System Design82835EC-IlOld Cooling21200N+ 4.550.050.013 Feb'69System Design84150EC-12Old Cooling20675N+ 4.050.050.015 Feb '69System Design83230EC-13Old Cooling20500N+ 4.550.050.012 Feb '69System Design84870EC-14Old Cooling20450N+ 4.050.050.012 Feb '69System Design83275EC-15Old Cooling19800N+ 0.450.050.018 Feb'69System Design85580EC-16Old Cooling19930N+ 2.1No LogSystem Design85860EC-17Old Cooling19540N+ 2.650.050.020 Feb '69System Design86050EC-18Old Cooling19200N50.050.019 Mar '69System Design86450EC-19Old Cooling18890N50.050.019 Mar '69System Design86840EC-20Old Cooling18590N0.050.050.020 Mar '69System Design87230E CONTINUED:Page 16Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceC-21Old Cooling18250N50.050.017 Mar '691System Design87600EC-22Old Cooling18000N+16.250.050.013 Feb 1691System Design88040EC-23Old Cooling17500N+14.050.050.017 Feb '691System Design88500EC-24Old Cooling17600N+14.050.050.018 Feb '691System Design88950EC-25Old Cooling17410N+10.050.050.003 Apr '691System Design89400EC-26Old Cooling17750N0.050.050.020 Mar '691System Design87760EC-27Old Cooling20178N+ 4.050.050.008 Feb '691System Design84170EC-28Old Cooling20020N+ 3.950.050.006 Feb '691System Design84560EC-29Old Cooling19745N+ 4.050.050.007 Feb '691System Design85000EC-30Old Cooling19520N+ 2.950.050.017 Feb'691System Design85520EC-31Old Cooling19290N+ 2.350.050.021 Feb '691System Design85950EC-32Old Cooling20970N+ 5.130.543.006 Mar '691System Design80470EC-33Old Cooling20850N+ 3.630.530.524 Mar '691System Design80780EC-34Old Cooling20750N44.044.024 Mar '691System' Design81000ERemarks CONTINUED:Page 17Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceC-35Old Cooling20640N+ 4.338.038.011 Mar '691System Design81305EC-36Old Cooling20800N+ 4.510.015.009 Mar '691System Design80500EC-37Old Cooling20710N+ 4.32.007.010 Mar '691System Design80740EC-38-ad Cooling20540N+ 5.216.518.510 Mar '691System Design80930EC-39Old Cooling20530N+ 4.030.030.011 Mar '691System Design81200EC-40Old Cooling20480N+ 4.844.444.403 Apr '691System Design81700EC-41Old Cooling20350N+ 4.735.035.003 Apr '691System Design81650EC-42Old Cooling20290N+ 4.630.030.004 Apr '691System Design81160EC-43Old Cooling20110N+ 4.530.030.004 Apr '691System Design82620EC-44Old Cooling20050N+ 3.832.032.028 Mar '691System Design83000EC-45Old Cooling19920N+ 2.734.034.028 Mar '691System Design83095EC-46Old Cooling19830N+ 4.033.333.331 Mar '691System Design83320EC-47Old Cooling19740N+ 4.043.043.031 Mar '691System Design83550EC-48Old Cooling19650N+ 4.150.050.001 Apr '691System Design83800ERemarks CONTINUED:Page 18Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReference C-49Old Cooling19550N+ 4.050.050.002 Apr '691System Design84020EC-50Old Cooling20290N+ 3.931.031.002 Apr '691System Design82885EC-51Old Cooling20050N+ 3.715.020.0Apr '691System Design83150EC-52Old Cooling19960N+ 4.021.021.026 Mar '691System Design83380EC-53Old Cooling19860N+ 4.036.636.626 Mar '691System Design83600EC-54Old Cooling19780N+ 4.050.050.001 Apr '691System Design83820EC-55Old Cooling19780N+ 3.840.040.027 Mar '691System Design83050EC-56Old Cooling19690N+ 4.138.038.027 Mar'691System Design83260EC-57Old Cooling19350N+ 0.550.050.027 Mar'691System Design84485EC-58Old Cooling19180N+ 0.150.050.027 Mar'691System Design84950EC-59Old Cooling19000N+ 0.550.050.026 Mar '69_1System Design85420EC-60Old Cooling18820N+ 3.850.050.025 Mar'691System Design85860EC-61Old Cooling18510N50.050.025 Mar '691System Design86290EC-62Old Cooling18350N0.050.050.024 Mar '691System Design86800ERemarks CONTINUED:Page 19Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceC-63Old Cooling18200N0.050.050.024 Mar '691System Design87280EC-64Old Cooling17900N+17.850.050.031 Mar '691System Design88270EC-65Old Cooling17700N+13.750.050.001 Apr '69System Design88730EC-66Old Cooling17500N+13.338.038.801 Apr '691System Design89180EC-67Old Cooling19845N+ 4.531.031.011 Apr '691System Design82000EC-68Old Cooling19650N+ 3.939.632.611 Apr '691System Design82440EC-69Old Cooling19345N+ 4.139.939.909 Apr '691System Design83130EC-70Old Cooling19125N+ 4.050.050.009 Apr '691System Design83595EC-71Old Cooling19780N+ 4.740.540.522 July '691System Design81370EC-72Old Cooling19550N+ 3.652.052.018 July '691System Design81890EC-73Old Cooling19480N+ 4.852.052.021 July '691System Design82310EC-74Old Cooling19140N- 4.442.842.816 July '691System Design82640EC-75Old Cooling18620N- 3.052.052.015 July '691System Design82810EC-76Old Cooling18460N- 1.052.052.015 July '691System Design83240ERemarks CONTINUED:Page 20Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceC-77Old Cooling18690N- 1.052.552.514 July '691System Design83650EC-78Old Cooling18910N- 1.052.052.011 July '691System Design84050E01-1SW Trench, between79373E+ 9.816.5124.004 Dec '72FSAR Appendices.Units I & II20093N2D and 2JD1-3SW of Containment79310E+14.011.065.5004 Dec'72IT20218N01-4(E of) Fuel79278E+11.415.5170.0027 Nov '72ItStorage Bldg. II20122N01-5SW Trench N of79250E+16.615.365.424 Nov '72Cooling Tower20027ND1-6S of Primary79156E+19.211.533.027 Nov '72Auxiliary Bldg.2005411II01-7Fuel Storage Bldg.79110E+14.314.5118.711 Nov'72IfII, center20192ND1-8Center of Contain-79213E+15.99.029.505 Dec'72ment II20245N01-9Primary Auxiliary79060E+20.81.524.528 Nov '72Bldg. II20083ND1-10Primary Auxiliary79088E+19.28.0112.0006 Dec'72Bldg. II20189ND1-11WSFPC II, N end79116E+13.811.565.007 Dec'72IID1-12Tank Farm II20276N78963E+23.956.29.529 Nov'72It20111ND2-1DG Bldg. II78896E+21.26.031006 Dec'72II20234ND2-3N of DG Bldg 1178829E+19.425.260.026 Nov'72IIfI20360 NRemarks CONTINUED:Page 21Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceD2-4Just W of Unit II78800E+16.719.0171.024 Nov'72FSAR Appendices20264N2D and 2JD2-5Just W of Unit II78775E+16.56.565.001 Dec'7211111120167ND2-7Just W of Unit II78730E+16.724.5125.028 Dec'7220283NE1-1Containment I,79677E+28.90.0150.126 Dec'72Center20398NEl-2Control Bldg. I,79500E+21.46.527.212 Dec'72Center20450 NEl-3W side DG Bldg. I79350E+15.216.542.013 Dec'722040aNEl-4Fuel Storage Bldg.79698E+20.21.5105.019 Dec'72I, Center20297NEl-5Center of Primary79551 E+16.06.5108.019 Dec'7211Auxiliary Bldg.20296 NEl-6N end of Waste79400 E+14.31.524.019 Dec'7211Process Bldg.2030(01E2-1Containment II,79201 E+15.96.5159.213 Dec'7211Center20247 NE2-2NE of Containment79272 E+13.711.532.514 Dec'7211II20355 NE2-3W side of Turbine19002 E+1935.052.004 Dec'731Bldg. II20409:NE2-4E side of Turbine791701E+185.026.005 Dec'731Bldg. II20508 NE2-5NE quad Contain-79212 E+188.097.829 Apr '741ment II20277 NE2-6SW corner of PAB I79551 E+1216.942.506 May '74120203 NE2-7N end of PAB I79552E20374 N+1713.5115.213 may '741Remarks CONTINUED:Page 22Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksE2-8SE corner of79370E+107.070.008 May '741Cooling Tower19997NE2-9S of Unit I79568E+915.070.001 May '74120115NE2-10S of Unit I79580E.+87.070.003 May '74120060N .E2-11Containment I20435E+25.017.7168.027 June '74 FSAR Appendix 2FBoring Inq,inedPerimeter79611NAbout 40E2-12Containment I20334.E+21.51.0165.518 June '74Boring InclinedPerimeter79642NAbout 40E2-13Containment I20365E+30.50.0169.003 July '74Boring Inclined,Perimeter79745NAbout 40E2-14Containment I20467E+29.93.0166.019 June '74Boring InclinedPerimeter79713NAbout 40E2-15Containment II20321E+13.911.5165.005 June'74TIBoring InclinedPerimeter79179NAbout 40E2-16Containment II20227N+16.89.5165.229 May '74FSAR Appendix 2FBoring InclinedPerimeter79130EAbout 40*E2-17Containment II20117N+13.319.0165.005 June '74FSAR Appendix 2FBoring InclinedPerimeter79224EAbout 40*E2-18Containment II20270N+14.914.0168.028 May '74FSAR Appendix 2FBoring InclinedPerimeter79272EAbout 40*E2-27N side of79158E+192.579.815 May '741Cooling Tower19990NE2-28S side of79180E+181.0101.816 May '741Cooling Tower19930N (ThCONTINUED:Page 23Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferencedF-1'Alternate17600N- 3.09.59.017 Apr '732Tunnel Align-ment86700EF-1AAlternate17600N- 3.015.0143.825 Apr'732Tunnel Align-ment86694EF-2Alternate19189N- 1.413.8264.415 May '732Tunnel Align-ment86875EF-3Alternate19374N+ 9.487.5298.807 June. '732Tunnel Align-ment88446EF-4Alternate18311N+16.8135.3329.602 July '73FSAR Appendix 2DTunnel Align-ment88393EF-5Alternate18332N+15.7121.3319.531 July '732Tunnel Align-ment88430EF-6Alternate18450N- 1.5124.2339.009 Aug '732Tunnel Align-ment87945E0-1Fuel Oil Storage29690N+17.316.516.530 Sept'74FSAR Appendix 21Tank78370EG-2Settling Basin21380N+15.914.514.501 Oct '74FSAR Appendix 21Inlet78900ERemarks CONINTUED:Boring No. Page 24PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReference RemarksG-3Settling Basin21717N+ 9.434.834.801 Oct174FSAR Appendix 21Outlet78949E0-4Settling Basin21571N+ 9.622.522.503 Oct'7478992E0-5Site Retaining20969N+ 7.89.709.703 Oct '74Wall79525EG-6Site Retaining20949N+ 8.219.519.503 Oct 174Wall79349EG-7Site Retaining20932N+ 8.623.223.203 Oct'74v,Wall79175EG-8Site Retaining2106N+ 7.319.019.007 Oct'74Ilv,Wall79107E0-9Concrete Seawall20123N+ 9.510.525.509 Oct'7479720E0-10Concrete Seawall20083N+ 7.96.522.008 Oct'7478587EG-11'Concrete Seawall20042N+ 6.815.931.010 Oct '7479455EG-12Revetment Seawall19898N+ 7.211.011.010 Oct '74Fr78500E01Falling Head21882N+16.4TSAR Appendix 21No LogPermeability78291EG2Falling Head21412N+25.474.084.027 Jan '69VIVIIIPermeability77959EG3Falling Head20436N+35.411.021.019 Feb '69IIIIIIPermeability77489E04Falling Head19989N+30.15.015.020 Feb '69IIPermeability77116E05Falling Head19200N+40.465.078.004 Mar '69IIPermeability76420E CONTINUED:Page 25Location/GroundSoil BoredTotal DepthDateBoring No.PurposeCoordinatesElevation(Ft)(Ft)CompletedReferenceRemarks0C1AContainment I20413N+28.00.246.603 July '73FSAR Appendix 211Overcore Hole79671EP1Old CoolingOffshore- 2.042.042.028 May '691System DesignP2Old CoolingOffshore- 9.037.536.511 June '691System DesignP3Old CoolingOffshore-12.074.574.514 June '691System DesignP4Old CoolingOffshore-15.014.114.104 June '691System DesignP5Old CoolingOffshore-23.024.824.810 June '691System DesignP6Old CoolingOffshore-31.548.048.010 June '691System DesignP7Old CoolingOffshore-38.525.025.015 June '691System DesignP8Old CoolingOffshore-44.046.046.010 June '691System DesignP9Old CoolingOffshore-40.017.017.011 June '691System DesignP10Old CoolingOffshore-40.021.021.015 June '691System DesignPllOld CoolingOffshore-19.018.518.514 June '691System DesignPF -1Portsmouth FaultInvestigationGreenland,NH+79.10.5267.021 Mar '74FSAR Appendix 2CBoring Inclined 48*PF-2Portsmouth FaultInvestigationGreenland,NH+62.065.0271.024 July '74FSAR Appendix 2CBoring Inclined 400 CONTINUED:Page 26Boring No.PurposeLocation/CoordinatesGroundElevationSoil Bored(Ft)Total Depth(Ft)DateCompletedReferenceRemarksPF -3Portsmouth FaultInvestigationGreenland,Nil+61.840.050.030 July '74FSAR Appendix 2CPF -3APortsmouth FaultInvestigationGreenland,NH+61.880.0204.308 Aug '74SRF -1Scotland Rd FaultNewbury,+18.113.079.006 Dec'73ITflInvestigationMASRF -2Scotland Rd FaultInvestigationNewbury,MA+17.650.577.510 Dec'73SRF -3Scotland Rd FaultInvestigationNewbury,MA+17.942.095.019 Dec '73SRF -4Scotland Rd FaultInvestigationNewbury,MA+17.660.096.003 Jan '74SRF -5Scotland Rd FaultInvestigationNewbury,MA+17.634.0197.708 Jan '74"Boring Inclined 45*SRF -6Scotland Rd FaultInvestigationNewbury,MA+17.853.058.008 Jan '74SRF -7Scotland Rd FaultInvestigationNewbury,MA+17.565.5255.018 Jan '74"Boring inclined 450SRF -8Scotland Rd FaultInvestigationNewbury,MA+17.649.0172.019 Feb '74SRF -9Scotland Rd FaultNewbury,+17.857.0118.303 Jan '747111InvestigationMA INCLINATIONELEVATIONDEPTHLogged BY: J. R. Rand 7/10/72DESCRIPTIVE NOTESCONDITION OF COREDIP GRAPHIC LOGDDHPAGE 1, of aSEABROOKSTATION10*SalL.DER- ?nu ran ;RA iTc22.S +0 of RockRock is .res!,-,'minor rusly\fr-c31YOr joiniSrOalo FresbRockAlljointSLOW cu-le-bitko FresV)Rods41G1-1 ANGL-E (6s0)Jo %NTS kr 1'40 2!INTs RN/ALSRock Freshos AweRod-- is rare.- Breaks inOD 1.5,pieceSbok+36,nis are sfamed*:-Diabase -k)ark-cycy, tine-graine.8 wIth dark greznpl-r-nocrysfsRock be.O.ornes a. \iAlle_Coofser ara:Ine.8 - ciark-ereykl) 604AS-PROJECTHOLE LOCATIONBEARING DDH B IPAGE 2_ of 2_SEABROOKSTATIONPROJECTHOLEHOLE LOCATIONBEARINGELEVATIONINCLINATIONDEPTH `5c012-'60'Logged BY: J. R. Rand 7/10/-12...CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESec Sreaks_- pieces *_Roycic"-- BreaksISL)4Yp.Bfpieces 7-mR061yRustyRock 15 Fresh.*Good drilling.locoily .15inor rud.ned or. jointsRock is Pc6r1yPfesi 4-o fres11. 2local rod- or)tits7.Da.ba.se -bark-grey,-6344, smolt dark .3rer-r)Fhenodyst SpecklirsD ;abase - 'bcork3rey,roile..el L0'11-11 small dark-sreen phenocrys+- 5FecklirsRosyE3oitoty,ible BreaRS ""ackliP5C-V-45 _0 CI-11P5pieee5rm.DDH 13-7PAGE of \ELEVATION. DEPTH 3$31Logged BY: J. R. Rand 7tt2. 72PROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES13/ Top of PockRock rrocteLyweakbere,d, KAI,/ _koned Mineralsdiscoloy ed, Rock **iS Fairly Res-,showing rusty64zinin3 only onpari-insS.Rock is fces tSf'*only minor rusi-,/ , -sk-o:ininoorbScrne:joinIC D ri i-e

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DDHPAGE ( of 1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH g5'.`ti Logged BY: J. R. Rand 7/11/72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES4,2/ -To F RockBreaks-CIN;psko .8/pieceScHIPScHiPsCHIPS TO z:- .6 'FiecesMPS'Rock Is -Fres11xwith only minorrUsly eittinin3,mineral= s s Aakbcdoy:ai-ion onSome \joihtss s-y_": x x yCI t' h+moclqrate::.)ciNcot,eick_Lser,ev;i2,,n ant,x`Ipiorife,ft.ne-ratheci,Dar\-\-Tey, 'massive, (A);ii-\ihterrniK - coarse-grojnesA31-4 arey porphyri+ic cGortie.coARsEA+ base ftie, &01-1*{-e iSCotored +o dull broon,coARse(mod, iA3eat4ierinG)25.4' Boi-iom ofCoARSEy_eta, o-F RockII ToDDHPAGE 1 otELEVATIONDEPTH -51.biLogged BY: J. R. Rand 7/11/72OGDESCRIPTIVE NOTESZiorife, in-I-err-nixed darkFine 3rained rockQXcoofser.co,inecliporphyrii-i.c 11814 grey rock.Fredornnoniiy aF(ne-graneclrock 4ype.meptum DARK GREY FINE-GRAIN DIORITE3Y 5cittom of 1101..EINCLINATIONDIPGRAPHIC LPock is res1--),Only minor cua)y --=66:ming call/on joints .To\r,i5G 306o.)-)c :-COfRt)Ck 1G resh=nor Rost^COARSECOARSE PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGDEPTH A8.6INCLINATIONCONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES-s:@chips=1.2125.1-c1411).5DDH B-14PAGE ILogged By: J. R. Rand 7/102.8/ To(Roak i5xxPrezh, 04-) only : xx'Icxtaedwr:oh venlel-s,anT X X X_mihor rosy sn XCoARSE-on joWs-Xxx cofiRSE.x IcfROd< IS FM4) Xxxxx coARSE-xxxof' RockDark-sre.y,.Pine-8rci:tned iype predomirai-esDiori , ; xeA 'dark grey,Fine-rcu'ned1bl-A grey, -Coarze-grairle.3 'porpl-yrifiCCOARSE.-.6'_pieces28' Boflorn of RoiLF:3:4_11 Top of Rock 4./(?) D;orife b, icier? )-ica>a.s.2. Dke.O. or Dialaase6ouiclei--(4)-fesslur "tre TOP or Pc:8e4rockl porphyrii-icorfeu:ukir. local zones of rne.,di'uniZfey,rte 3rairi!.ci c\iorife,800 c-Cn. 5;liRed zone.DDH 5-is-PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING ELEVATION DEPTH 31.o' Logged By: J. R. Rand 7/10/72_ INCLINATION CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES* NIPS ONLY--g.(may be-boulder zoner-_--g10--Chips to-_ .51-o 1,5' - 3"piece5_77?4_RoslyBreak5II inl-erilaIS-ft u.skPt Q5O-1-May be. bou.14e,r -zone., ro& ismoderatety. ,weci-herd off+) -7:-dark brown CORock is fresh,\)c) joinishot- 61 ickenstRock .ts ReslitAkhor russi-shoor)31' botton, oFqole.

DDH EPAGE 1 of 2_PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATION BEARINGINCLINATIONDEPTHLogged By: J. R. RandCONDIT ION OF COREDIP GRAPHIC L OGDESCRIPTIVE NOTES50*^902._Corebeaks 4\chips -ko.3 'fiecesYo-4) u3hotit-let-2-?ocksli2htly fo1Mccieratelyt,Jead-f)execi,Local deLorn-Postfl'on,some:rsty sto4nrsParkIn3sOn 0- *35-- it_7 ,A-_ *--Xs: ,

  • GO' Top ofRocktilekaw_ditneri-Ge_hizi-,90044z-6-1C -ti2h-L,Trey -RAe staine.ct_tool.<
  • efientyX *0**:s45-- --------^a-DDH 3-17PAGE 2 of 2_PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION BEARING INCLINATION DEPTH 1(7)00' Logged By.: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES-Rock. is rotctQraiel/wea.-kfnered,somwhatbleached,_iron staihino, on,Joinfs, +an tleac.63:In micas.Poor corin3. Xsow.**,...*Mel-a_seSmenf- Fine-3faineAFeki4a1Plic cht-,teht ssrey cioartz. ific. cr.15_*y.,S e-eaw.-"`** .....*$*$**. tK...* eK Tom v.....u:I 0 *- SreaksellipS.1- +0 i/_ece- ptSt20**11Z4B reakChips:+0 .81piecesCh43s 4-0.6' eiere_SILOModeraidyrock sorre what\31'efached, Voca9y -a(ong1' tallest Sorne 1 -i3v\ roslyMoi- a. slron3 Toce.\nherev\ti y-45°:vloclaccaeldLnity wearoCkRock ecome 5D-"rairtY freShCAPS ffock i s Vairly fresh,55f--miror rust- on partir\gs -JRne-svainecl , I 12hf- greyfelcis p (Ai\ i so)-Ns+FojtrIy avezly -61 io,Ced rocic -fel&IC SC-V-ltlloyefed l.01W190arf t'fe. beasO.\-throush-outfetdspathic schisi,greY, fVrie, grained ,160' Bottorn of Rote DDH(9PAGE of 1PROJECTSEABROOKSTATION HOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH Logged By: J. R. Rand7/16/72o'CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESzoL30' -47 To of Rod<, 'Kock30etOke,tnC,hi 1)540 .31:17- pieces-OCcA-SioN4LLYVVGGYeCr----Roc( ssw8iify:LHiwaskred, dis-Ke0tOrei Arotd1-Oui" rn;nor*sto;ttir5 on 2""_3c,(1{5 tanparritizsMeaseAimenl-ary RockFeick paGc(ritic) schtocnVaavy) Variable,Lihkrey ,;'nesvaiylecl *A306: brecti.ts bofOk_cenA atxoss Qom ,tog/hova.67' eatiorn of' Rote DDH E- 2.0PAGE 1 of jPROJECTSEABROOKSTATIONHOLE LOCATION ELEVATIONBEARING INCLINATIONLogged Sy: J. R. Rand 7/11/72CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES---,rOCIC i% rOlideiCLI)/ : V.,....1. S' V 4-o......_z-everely omit-erect : x ..:- . ......iVIrouahout, bleached : , ,...s..:div... *tg' *K , ,IV U3hi- 1-041hiSh:II.......1.0.,*X Tey. 04+,.) crumoy _ 4 A i,........ .....-._x........ ,qo odpee le,__- . ---.To p_ol.Loc._k___cereciottlnor\ily meAcksedirAentocrzHc;-o feick_spa.-41 .nror1e (bleached cice, A-e)oe,a_A-intin.2), \wally 'tnierloyereclbleacilea deoomposeclvJel8eciccarse-groo:ne,d)cci.uw in_903,r1z.ruSty dckihi n3TRAMS CribRAL (114TRUtIv) CONTAC1-5o:%ch+le4r-ergi-Pncoo 'Rock is moclEtT4e1yweafrNerea, breakscxr8 cxctSS Cot 'al (.011 *No Tod-, 6ot("" poodt)lcdr))(:)t nts,trde,coaroe--3r0:tne4t ivc'r-OrIc-Rectollecl 10 \ ;Bht i-annisk grey)°can y laye,rediGraciatioro_l in1-0 .Ve,185pckilic,EU-k 5c3.;f1.)t- greyFine b rneclt.om Cine,51"0.11TaCHIFSctilPSopea csy weoi?-\crSo eosiiina ofWx-ssp, Verynor _ru :)-1-r).11-1r)X X.XX XX XXXN.A4,...No. %/x**1.*."**s. XW *As.WV,**ws *",_NleVasediment- -Felkc ..Irlist, _&fly Vine-gyapeci)evenly Fo 1 cod-eck . .11.3\ It c. medium Brey 'micaslocally discolored to -tat \ broconToo' &Atom of Ode DDH S-2PAGE of 2._PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH I50.0i --7/11/77.Logged BY: J. R. Rand 7/11/72CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTEStiC.Iitcler-'aI 0=-126*32',-ofea.k5-@ arqpt* 40 .5'piecesC:)c=::)s.. ....NOR.. .0.17*130=--Chfos7 - -to I/-piec..esX...owX V^\X,1*....ea'*.Note Srnooth or po(iSheA "":rio,ce,S Seer) or0 ccaSio nal joi(4- Oskrr-52.Cho,rac-lier;sUc ofohole rock.CHIPSCHIPS:2. ctop5=_WOCk 15 6dYCHIPSfreA if\ To03no0+ *rIll nor poodery."1" cH1P5siains 0+.Far i-i n355CT'-:minor sWeAcensictesjoi4sZonenW clior;Fe, 9Yante, orc,dark-arey n-assiVe 9UartZik.bC050' Base of Bakers - Top of Rockchit- Fpoc,cat( y ciocurf-zii-ies-1.:1?--srey/ Cine-3voniecle\fenlY Folioleci rock-dspAlicFine. - Bx\ed tzreyevenly foLck.tect.-ckJoirizi_mhor solutioh---sucxeasibEsCFeck'Sf:?ocicst310i-tyweAereci-some .44rosky 5-taini n5 On 7_tjoin ora-pcyrh r)8S.0**en,to, *JG:Q0C0+2.i ;1' C 1 -1 CObreaksCh;E. spie,ce-sThroujiloufops_-_Break:@Chips7{7).6'p,eces_tifeaksplece,s7chips to.2qer.es110a1DDH B-21PAGE 2 of 2PROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATIONDEPTH KD.0)Logged By: J. R. Rand 7/12/72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESso' -BreoLks:&Ch6p$An.2'ri,ecesgoLlthrocnhoottel:,pfk-fkoreldspaiAic.6016,1,3*fresh bui- poor,iothi-s and viarf-crsParis on bo-kf)Rock is ickirly s50:-Local minorcO----CH 4)5rUbl 6:kihirr3HiP5croSCHI PSIP5505:7);:lictai4sirs cxna parfirqse-CHIPSCHIPSsubjtel%,SC CiskAy1611 ktrou.c\hout,Statn n3 On j'oints =c-J 50*CHIPSSome ,:ico;nis z\lotzSlicivi-\5i es coveredwith xder c_oakin3,RoCH IPS rntnor 5[-ainin3 oh 50E--joints, breAks on-bo191,30kts cki-8?ockNosAyCHIPS 1?).03/0 0 Ot,15Schi%+1Wc15patkic,tight 3vi in ccxnecl.Lzci6 Wdspar 1-1n3ers-Roc-1-C is evenfy Pokatedava.142-ific./Fe Id spofti cFelk,F,Kc cchi3-1-di'thf-r42-clium'areY,(nd gra;neid,Evenly Folic,feci rockCHIPSCHIPSSel)ist feldspoAk.cas belowSek)iSft-Yel-Tnk,rnZy9003-kz;ii.c. (ocay,Fine-sYcx,ine3, 11'.3ht 'Bre)/.Even 11 Folt'clie815e.' Bottom of HoleWatt t sorrie rrfi nor FofisVit'n3c,\-\tits
  • flcCckafacier-sEicay Caulf- stl'ckensces CONDITION OF COREDDHPAGE of 2,SEABROOKSTATIONPROJECTHOLE LOCATIONBEARINGELEVATIONINCLINATIONDEPTH 11f.01Logged BY: J. R. Rand 7/12/72.DIP GRAPHIC LOGDESCRIPTIVE NOTES50.2/Boo (rzone Imixed cloril-e,cola grey oVC.citurizifeboulders. Not nloc}, weafrlerir376' 0F oF RockerecLkseafL@Wps_- ofeces -_1306( i5 sir y0 *..Vt., .r*PCS6-1141 'eldspaig'ic.ord,c"-)-ioe -Tam&, evenlyFoliatedtoCERATrr,EWEAIK R (NG WeOcnothreerrisco)ooJion, oc.r);.1-rvsty aJntbS*arid sot o'effeds on 30645 *Ng'sCHIPSHIPSVOGS\ *...*leand partin3S-ZHIPScHIPSCAltPstoI , -pieces* Chi pS.71p..ces,^.^^WOC1CS 1irly57*:---Fresh_. __-zrAiniy-)A fkindFELDSIITHIc111i1101- FOC-0.A %,"FcLDSFATHiCxfek5pDrCli3Color--*^-.*- ,no lb VSchist, 1-i4sancl-ii. L1:shf -3rey,Cl'ne-ankinecl, evenly-5-. _I 20---^

DDH 1-73PAGE 2. otSEABROOKSTATIONPROJECTHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH 11(04)1Logged By: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES100^-Atf'S.S'pieces%c,k is aah-Hy?A:LLI:PA.1411411tCWeoffiered*-*Schfauv.tai , i81,11--sty )every foVaieci^No MOVEMENT ON DIABASE CONTACTS)-yrXft.".**CHIFSC,I4 (PSct-HPSHIPS,VuG6YC.H I PsSiain .or\joras 5552Occazioy103ereek5IFTRU5IVE CoNITAcT,140 IMSPIACE 1ST V (De NGEFoci< rairty -Freshslicabityweathered .Diabo-SenesrainectiSOLphenoclysi-speckBLEACHED ROStythirZOWle.join s*S-- Cfecti-tsma,- pieeesRoCK ISgisAcwo(cHILIED zcwg ?) "TO TANCONTACT DIPS ES NeerIAL. o ScH(5Toc I Ty.Wo zkevt.Acerism eViDENCE ON CONTACTCH ipsCH IPSCHIPSCHIPSllytwxclRereci*.Pnetasedimenf _9bck is lairlyiresh o sWHyu.\P-afered,-orne :poodery statNns_:::Pe. 6HA16Ev HMIsV--*1 **wVAg) ntS 0-hdn3S. Sor-e.-Breakslo, ch;f,s-40eabizt- Gtoczyk-A-te.,SotneLoCe104.0,1-Eic,, .Pthe-erainedi rnecl;um fi34-Wey. EVenly foliated-ros4- shins toc_cLity_L- -7,-. *Rock is k\-eshDio,_6oze- V61e3yc6ned, dark-grey to back.Spck(e.ci pherocrys}5.--pteteS176' ex,11-orn of' 1-iolt^

DDH2.4tPAGE of 2_PROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATION DEPTH VAI -771)/-12.Logged BY: J. R. Rand 7/12/72. CONDITION OF COREODIP GRAPHIC LOGDESCRIPTIVE NOTESI -10*-44v--&Mk-ICSChipstopiee^4rlyIGHLN,a ATHERCD(Ifs cck _au srCHIP5Rock is rAo8erccl-ovweaf)ereci 'I/1'4We 111-.1out) \ ocally svere -soFT,Ru5TY,-herl o:comeact=arote. .,:soir4sT1/-1-04(ini-ervalseotoLLBreaAcs -:ChipSt3 1.2'S50_ ()feu-a- _CM PSRUSTYRock realeofely:oeo,thsrecihh-out Somebleoth)eck, tcltscolDreck tosEvERE wle-IATHEROG,2..ROSTPu5rY n-oi 91- Local' ic yWatherech-rusfy-oneSE3I-EACH Et)SrealcSCANi?Sfo 2pieoe5cHIPs,SorfHIPSSorr, °wry,ock lit(kraiely:wea-her24 -1Nousl)-72out, Feldsparvet\lels discoloreerfo +an. Some =effs,::vk.)8s2/ Top of Rock iorife , infer rni xeci Rne-3rtkii Clark- rey roass;ve.0,nct coo rse-smined I 12shtfRetoritNAgrLy-FINGRA wet,oy. le rorphyr4ic,rnecilurnrnecit'uty, dark -3(ty,nart-ow geir\in3@ G-k) tt inkervals. Veins55- C30. Akk ve6ls &scolorecitzinb,jwec4er;Roc.kfojt-ly COM pad/ LA3e.a.4)ennir3 noi-in3bi tioo. cloveWELGED BICT STRucToRE WITHSURFACE WEATtiMED E.FTECTsFINEar'Y8.0 DDH21-PAGE a of '2PROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATIONDEPTH ig101Logged By: J. R. Rand 7/11/72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESRock 'Is *9,411-(y40 mode rati norno\ FeAdsarveinlets'are. discoloresL-kan. Rock not-hckably weak.A X)(soBreo,ks1:?bdci 5(C31.NiAyA-0 mocler44usTY,Wea-kh erect t1 or -_r- WEATUErRIk,,pi ecespt n3) veln(el scieY-=discotayed 40 jo,n,1.-coN1 rusk)/ zoneswoLl OFS:=10 t.S/pieceSk4tPs-110---Cy' ipmot= roNGck 5[81/4/tlY :tO .5'RUST i-o modekelyv,ieces_.-RuST Out, felciSparS t33di5Cdoreds.,iqtete.,--120_:_-_*q.: Lp0a51 tosly zone5 on .3ol 0-5Interrni><eci Pme.sra,necibark-9reyl;orile os-Agrey cmrse-smineciFine-erc6ned rock 1-ypeerec6nlinoje s Rock discia\oreci\ke. weoherm3-Tnier mixed Cine -an8 Coat" e -s2Y-ci.tned D iork. High 0..nolevr-ininG"ibli;ntervak , Rock -(s. discoloredweoritxr.ice* INC(LIGHT To tin oe-R ATE LoFATHE-RiN6 --cOmPAcT).I2V Bottom-koteOr\ .3645- Breaks DDH B-2 c,PAGE ( ofPROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATIONDEPTH g3.01Logged BY: J. R. Rand 7/11/72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESBreaks@Chip6 2.5107: pieCeS- 3' "Cop of Rod. x'sFINEsoln;ect- kin 1ocol-.-xFINE0Fine-arained,c\ark-grey) intermixed u.;144-,Coors0-n4k rock(or i fe ?)*FiJEn.)5sl-anin3on.ol-1(3te :jointse 5' iofervais' CHIPS,N5TY*mtcH I PS,RUSD,--LI CHIPS, Ra.STY*----vt1-11PS,ROsTY.7\NNE.:)c )1/4 )1/4FINEX 1. 1LFINEx23' Bottom of Hole00 DDH - 2 8PAGE of SEABROOKSTATION PROJECT HOLE LOCATIONBEARINGELEVATIONDEPTH 231Logged BYz J. R Rand Viz/1iCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES4' To of RockINCLINATION* SrecLksDIABASE-(BouLDEA?):g Chps-.81- piecesZorii-e in\-ermixed do1<-3rey, fine-3mined and coarseemined , I1'314 grey.ISFrectominant(y coarse-Branect1-YPeK0.40 Thoderatel)1/4Lk) eaii-tered,*x-1-hrougboaSDTV. 'rock De--Coros;+ion and =heo,vy cost oY1c1/4nale.:304571 X ySANDSEAM01 PSI SOFTilSAND SEAM.1CHIPSCHIPS\F 'NE23.7' Boilory) of HoleNote3D/22_Rock Qe.a_ii-)erirsand, ruS'r appearrs due+0 orrcx.c_e. wea+lner.ir5.*Beeen wea.iirlered:zores rock iS_in'teMai(y.

DDH B-3c)PAGE 1 of 1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONELEVATIONDEPTH g70' Logged BY: J. R. Rand 7/10/72_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES7/Top cR-ckFOLIATION)10I--:,e,8rea_KscS%.d< is fresh,only local rusiy :sio:tnin3 on.1 .solnis Moskly 60'):::Loo arnle(30) -jointr-:rriecliorn grey, mecNomcoo,r-se-9rainecl1 locallyPolialeayotanife zones,: X s-1/1-oi,5'.Foci< iS Cre51-). Biotife - X x; eces°jUm mo,y be sVsMly wea-iferoT )sx-sr^Porphyc-Dlocite,$icAlleSpollir-27' Botiom of (-101e Mr{ VERTICAL. ZOIN T'Rock isCoAR5EFIN-61tAitsIEDFOrphyril-iclor;fe,okoR%-rTop of Red<rD* *inter rn i xeddark-grey rine-riosd andcoarse_9rrx:ne.d4yPes. coarser-3ro:meA rockkends k-o weediler MOM. TharlV'ine.-8vainecitb bwron ron%ni r)3.jo W57@6"4o V inervccis'Rock is stightlyWeo.i-herec24) SActjecOARSECDARSE'esh \ook-23' Botlorn of RockDDHPAGE ofPROJECTSEABROOKSTATIONHOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH Logged BY: J. R. Rand 7/10/72CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESNay 6k-o2kn;n3 pr)jo'n-Nis634!oynBioRe. 13 sligh-fiywerae-ered to showrusly'broLor, sti-eakNo sUe..kensicies DDH S5PAGE 1 ofPROJECTSEABROOKSTATIONELEVATIONHOLE LOCATIONBEARINGINCLINATIONDEPTH (c. ILogged BY: J. R. Rand 7/10/72CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES2,5/Top oF RockRock1- CHIPSBroke r,CHIPech.,Fskleteces:"Ei.cHlpsCine-3yo:\ ned,VY\edi'u cto,rk-s reyOcca-sorwAi zraciAl (.011;6.,pinenoc-rySi-SV'resd.inkrnally,mansaneseskt\inin3 on closely:k-2,a.c.e.4 361 ryks--..-14Z COWS'Breo,ks.2%1/iniervalsz.5110intGenerukily Virienyck:vned,meAi urn -I 311 greyori(.).31+1(1zonesOF?0,p)-yr1-1--ciorifer..R(is --es\n,..Minor rusty=sto,thirn bcoly(Yr\ joi niss 'Josints nof.(mfn°r PYr'NMINolk RUST40 1:2-i1kliCrWS 50_1f 0%14DRusy GNARTz. AND CALCITE l_tueo voG41,6' Bati-om1-kole^

INCLINATIONBEARINGHOLE LOCATIONELEVATIONDEPTH 41.01 Logged $y: J. R. Rand 7/102_DDH 6-.37PAGE I ofPROJECTSEABROOKSTATIONCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESbpl'piece s700,30 n+Rock is reh - xXxSorl11'3\-+ wecaerina 0-nd -x-- xInferVOIS\roY)3onijovnks.lfl300dipG.' 'Top of o ck CoARSE'--C) Co i fe - mecium Pine...-9ra.;redmecil'om dark-greyi massivePE.BmATITEN4wCDAE.TuRAEZ6 3007k 'IS arkeremily : II' )4wIT-H RuSTYn\w-rsFresh collY1 -}Nr,_-u ),65-,i0;ntrush/ '5faiirlinq on* x v:Joinis._ v. li x-K*rAIMIKoST Poc k-Resh.xNo kVA-except-0,skShOWn4- X X ).t\SO,SUcken5deWOCK k 5-CHIPS :Nth Y-05(yOn:f;1145--1c)(),V ).-KC.5.3o n'ti"Aecii)rn Pine3fa'ineotgfty rnas5ive Dor+feHigh arnle ,jonts @ about/pEGmA-1-1-tEWITH GARNIET/lbuRMALM.0)4N0SULPFIIDESi-RINGERSBoitorn of Hole PROJECTSEABROOKSTATIONELEVATIONHOLE LOCATIONBEARINGDEPTH 10'INCLINATIONCONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTESDDH 8-33PAGE \ of 2_Logged BY: J. R. Rand 7/10/72.Cock.me.liode 1;3htgrey Loil-k rose calehesjof,said e8 srey akil'orireCoarse votned rock oppeo.r.,CA. at1etfrISN- f.-\eoneA'rockDIABA5E Cu1-5 OloRITE on) INIRUshlt CoNTACTci-tit.troDi 0.130.5 e Day14, grey, Cirie.-Sra.ned, w'cg- dark sreer,sAen 0 e.rysi- 5peckl n9 andoccasiona( pokbes of epi'cloteCHiPs%ck 15 rnoally-Resh, W local =SLIGHTmoderai-elyLuEA-NERING wecdheyed -zryneS7o43c*cex\ O ,i0int-5 -ROCA( it FMSV1 -suG14-r-wEA-MERING exce,pt- asCHIPSMinor ocalRA' on joiniSCNIPS,Ros-ryFbck is -es'i-tMinor rosl-bcakty on 4,0,1411K TDiorfkk- rnixea c_oar5e ardCihe sminectDiabase Dikebiorite, hix-8 coaze andne zv-a:khed rock SCHIPSifes11Very I itlie skoin;igg.ron 3oinkS2.3' Top of RockFine Gra+necl rnedium grey diorite,RockBreakse.t /t01.5'inketvals_ereolcs@Onps-\-opiecesi pS.61 pecespieCeSBrokenCYf;Ps+Ppieces PROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONELEVATIONDEPTH 15x.5'711017Z,Logged By: J. R. RandGRAPHIC LOGDESCRIPTIVE NOTESCONDITION OF COREDIPDDHPAGE 2 of 272.5'Rock is Vresh.Orl\y veryMinor SVt3V1i-510,inry3joInTS701_A A* A-X X-_PEGMATITE" X X XIS 'VEINReuc-T BANDWGAFTER META-SEDIMENTDiorife, fine-3ra;neet,h\edt'um- 1(.8)61- 3rey, withlocal -.onesofcoarser-gral'reolfelci5pozl-hic rockIIBreakses1-1-01.5intervats2Medium- COW"Senal Diorite. -Diorii-e,:rnossive chrkrY -rnecil.um-Rne 9raintalioco,( zone oF coorser- -3rairledporphyll'tic biorvt-eOccasional FeldSpAic 1/6hh9RUSTY STAIN105.2'i5Minoy-roslyor' zorrienistock is Presh-ti-woush oot, Oplyocca.ohai int nor0-3or ]oints'Roc-k hot closeyjointed,.NO I l'Ck enSldeSRusrEb,PITTED,125.2' WEAMERED6ejointCHIPS,Iliwog RUST ?c& is V'TeshMinor 'rustyS-Vainin5 onj 0 SU KaCES.I 45.2.1%els is fi'e.,5nDior;fe ao_rkY) Cine -,ccosf analctoare. grokne.8, (1:3-vtgrey zonesFreclor^lfnOxii-ly Rne-grainecbior iteeottor, of RCAe DDT-I3PAGE ; ofPROJECTSEABROOKSTATION HOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH 72_/ Logged BY: J. R. Rand 7b1/7A.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESRockrD;orik-.3cc6neci_vv -vvNps 'rn- V Vv '163'7oc_1. is Pe_sV)- XXXxXFusfyonly OccasioraiYefycud-Or1.30t'Vt-5_ k x--cek is 5\i_shrt(,3ets&cec\, pt A-Loi-PI kr_ak rod- ,or) joirirs6040706 iots21 iniervds^poesor,a:61e. /trait-1z./ reUsfxkr(0('Wi bvi( cratizAn co2ni-errnedum dark grey,Virv- erainpA 1 massiveDiorik dark<-Roeoro,ne.d , x5 0.-1)ove,Ra_k -Vcesbcy\inoy- sienin3on joscF3Ock f(CS\1mr\or YOf _ch,()s\9f-. \\V =rjnfss61i3H-oxtu'r6,3 3\ ;04. t,,)-kcv;c5'th5G 64'siNownc-ayft , a,:ek reyorained, LicCCC-aSiOna.)*CoosSe- COarSe.-91-0,;ned, -z,one,srD;ord-e... Jcilfkgr-ey, fine- _graineaCoCax,S1011.1200e-S_arey, coosse sro4ne.ddtorCoo-fse-xX X X coarSex It XXxX X XX X eth-rxk X X _X X X cob.ree 12/ Botibm of o1e.

DDH 6-10PAGE ofPROTECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH GCO35Logged BY: J. R. Rand 7/11-12, "72..CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES25'TRockcrlipsOnipS0-10celcskisvi(yoaiktesed, wiX-)X.Xsknityl_: X x )-(A coarse,X)CX,i'trt5chips(vo99YChips5:0E-r )1'sAt4s6Ael Shoon(Rosiy X )( Xde*ACIFiren4 0430,CerN3F- XKAjOirliZ,)-X X XC'Ct',S/n7:-,>()CrYinuror'I";,:jo'Lr-\is co.Ny z-D6 Iler_bfecks3 'Rock s C'esS1 2:NY \lexy \minor 114+ rusty ;5173:ps -+00k-k--ctIfie.3MC )4 Cparse.:x y

  • X-X )' CearSer-ock f,-; .Re<i\-) *kx xx-cf,u,se1=x:>Z`Kx')(CoOsSeon,,joLnt-s0) ass-)4. xole)r)(\.=x*- x x KOC-1C tS V-e_s\-)`A kCcosSeX X XaxIrseCoateCoo.r Se.icArise,in\-emiXe8dosk oey o..n8 coarse-oomedI\fsc,ay. kskr\e.,-3rane<4 rock?Teckom'oncd-esrnxed 804-k-ge/ftne,srainedon (t4-ere/CbarSe_ 91.0,10e ,orsd-e_ ran'tke.) coarse, 4'4 3A-seySecWeck yncusstve.INDr=yy\eA;uYY\'fz:61-\e/1, It'gVA gvey -FoliOjec\G6.51 6oftom of Viola Firut.Cocu-se.P1x,coarse.Con'tel i-1-\\)628 fine-aaHreddark- gey mazsive a_ndCare. sictiv-led IoreycoaiseCne,tjtiyeclcnd cocuseDv.dioriteofNoleRustycRC)C.1 641/only uary rnno rrusty stairT Iccallyon joinfs._,j.c."(nis3cf_ic,b3CkipsDDHPAGE of 1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH GT51 Logged BY: J. R. Rand 7fII-12172.,CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTEScrip.s(ROA sIS ci..irky-6-esh, sulRject to :lusty -ictin;rifilsorre Loccxkeniykg_or ) joints_-:ChpsYutcRAK.c,"1.1/4-1Oflkr,ehsp-skielyk...)c_atf,ered \any* n1ex natiChke31nYJIY , C!-.5 GVIOwn .j6in15 (se-70)DtoRI-rt 8ouLDERSTor._of Rock FINE.tIk.J m+).gra'tricAdco-k-grey and ccaxse-scoheciliQht -9rey. Gxatse arairteAvirexiorniv,ai-eslock, Ty,i)(eddark-3vey and CoarSe.r oraireti1144-+MS 0.5 ...ShOtOn@ 1 4-D1 'Wel-vats -----Rne'RockNO rust onjoinks STATIONPROJECTSEABROOKD?) 2.PACE I of 73ELEVATIONHOLE LOCATIONBEARINGINCLINATIONDEPTH I 0-'11-'CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTESLogged BY: J. R. Rand 7H12...,MocktoWy afthilereci.bleaciw.6 brxciatect %rock, =stylo-11 6okt greeng:e-d<5 Apeas le) be-same.. -roC_kbeico- X X X(R6C1C is Pcesk,toeo-geein3xkolit? OCCA rinO1 \--Veinin3sprerioe5. OLfl3xshoco rnmor ros---S6ntn_o. air-4t t *110avais?)-dnoos fine anaufa.r(wen-tett)*ex6e,eyamie,a, ty,ass ve.,-rAecl po-orey,itfx.ctsteocoiftrl prornnert Felecioartz_ ve'mins3 of Ksh an#5--li,o10-sic(?)'Rock beczyme 8;ci6Isicv`tafk.-3te-y,raivleckdark zreen p\ex,ocrysts*Top g Rock .11' Avetalrenfly GL 1A)eathere.(211;cyrifeRrecciar D DI-I- aPACE ofPROTECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH WiltLogged By: J. R. Rand 7110-11112-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESr_-70Ica-- veck1DreakS.elift, .80_ peces:chto s7 F) eces- CVmpsP'ee-e-Sbceok s?.vece-seh'Rockmi,'\or.,..)..sgr_r: +1-t`Pock-marks Lohex-e- *,Oe,t)ocrysts have-_ +WerAeXe-da out+ *x NixC1-45-644-ty= -,NN\\ vncdelately %XoRw_reslicb-pd\-X\Cps x$77 v.++ 1-1-+ i-f ++++++-t4-- 4-i- +Sligtif.(ADeoiCoeargro. b leac hsstL-sorne: febsparsCh'P3 Tan . Fairly comp.& rod< -Roc_k aeache.ci, =n)ecliu M-13row , pnehoCnMs =LOsa.Alexed(3f-ff fan 7-r-13ocA, bec_om&sarct phehocrysis1\to14i,shAT,31ea:1,74s-BLEACHED CHILL 7-014E, SILICIFICATION -ChipS7t0-139,31%CkCal(ly VieshChipsMinor 5-fa:tn s on 5DOm hernial dark--.3yeer) co(or.Vtorrush/ stak 6v1 LW, Zr1+5(RCek i 5 CO:Ay-freshfA=Warabase `1*(ke..(?)Chill zone_(? apharyk.C.,(,5C.oh4iAc-r-`Do1-.() khi-Svey (6(ea.ci)sheAr zone_ - oalcied hi arde kA).(4cii3Oacemenis, Rockis corn i)aci-, IDreaks acrosscore, co^d no+ no-rolly on hl'eksl)ear Ikan2s.`Rock roccityrpoyly2. Cal&pathized wi-& zed ihrielit.ill -zorle,.cLIOCX,/ (ine -actineci closkaey, wiki\ dark freet-) phenocryst(small ). Ohly gety minor itev,11,3r-Dia.6seC-h IZone. Welded breccia_ *Wl blCA)005e, C141Si1efe4 e.0Meksame-h fccicscinis{s/ minorfeldspaff,i7,1-6,1Shear-PROJECTSEABROOKSTATIONPAGE 1 ofDIDFT-a 2-BEINCLINATIONDEPTH KAHOLE LOCATIONELEVATIONLogged By: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES134.3'rock dick\iky sy_ **-*ere-CV.()el< ts 5 y -_- ' .-:...: - ......_ ........weaCercd fro -oof 2._minor(-06y stanir Oron:joints. I) bleac-hed ArD broLon,ryrile Ao z{ic,<ensickesor\ joint, ,.S5:civarlaae. a.115k-,oafion 6)1 hol)"Diabase, ,Eine, ,3ro,.thed, I (ski- 3rey fcck161Boi+orn of 1.61*15c.1'4-o .8EOP-J1Chq:1Spieces6 It)ieces Rockbre4s@...V113 2ecesDDH 43- -1.6PAGE ofPROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH 2_8.5" Logged BY: J. R Rand7;.CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTEStnirlortuSkychipsRock is c'e..s\-)Very rninor&alcae =cock.413 or .sorne.:Ao'Lnis. Mostlyhok- rusky.Fas' "Top 4 Rocli_iorte `enKe.8.flea,dark-3rey ana coaze-gvainist.c6h-k---ertyvectorAironilyFine, -2ro..ine4 8t'orleCazr92coarbe.2 8.5H-0 rn FHoIe*ir Reck )5Cres1-1 'I-6003110ot - =LOCclify mor6.0(4-enene4 r or\504-. -minor -01r)t, sorickce.5 -sIkk's -chloritemr:D't :joints ,low2d)-zo-'Col 8reak5G"to 2.'A-erJOA 5 or'lowange jot nf5200-30f Y5DDH ID( -1PAGE ; of 1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH 2:1- Logged BY: J. R. Rand 1-214-72..CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES10CHIPStwillet)Vu9SCh-e cev+,Cvnted joiriiS -61thrcx)shovt on 301ock'Fari>e_fres1-1 bui,Shock)sclev60 prfw,Y=Cis an -jo;n4-5 andpl-o,ocrysi-5TOP OF ROCK 18'Diori feiR'r,e. rai neA larey, , ass ve - closely.kitne-cl3"-to\Y\A-er\f0-5,j0haue 6it'cisen5;8e_ -1k-6riseckxvv:3deveAcvniexct-Piar; k-e C'ir\e -5 raj nex4barl< ey as abovemoss i yeCHIPSCHIPSCH(PSrlier)V U95Dor;ie Fine-zrojnecl-c;c:cey, rnozsive -oc,c,lty speckledroul\ aea\oS1113,FpSeIS FRG5V1 DDH VD1-PACE 2 of,2_ PROJECTSEABROOKSTATION HOLE LOCATION ELEVATIONBEARING INCLINATIONDEPTH/Logged BY: J. R. Rand 1411172CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTESChloni-e development550 -*-744.141(-T. X X X6 '- X X(Roc< is Qe..s11$x)".X XX X XX Xtdike++ 774' gof intiusive, chilitci 41'34 coni-actVarizgra.kneciimedioro gley c o.Aifed conios.f (?)G5'joint WI'leref I erect on = 916 exr,_ept97,6H,98,8,_lotoanqet,X SRiledxC-OCk 6shl* X Xzis°Jointchips415°7W\joints Zone.15 SOffx xFaulf zone .-buf no of parthfly opan.-xX Xpr;lkx bleakS30;45 arelow atmglezo°merase dpOrihler b(eojcBreaks or\?`"angle joiniSShown. No rot.x xJoint ho,v)x xrntnor yrufe-X X Xsmear. - x x(Rock6s1).= xLowQoini5formCore.breaksCorebreaksonwide -spacei:joinisRock becomes rnedi um-coarse graredQk)oXk. 0 tinfern'xecl coo.re- andFihe tack -ypes.A pparenione, sof-we4 by 10:+.er;i'.3but-not ruLiy or Ic..ke-r\Sicies3.15 clfv000..ez.YYASSUP- fexivre, -rnecKum coarse erosineA, notfOlioked, meo1ium grey.eolt-cs,on ov- vole DDH DI-3PAGE ; ofPROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATION ELEVATION DEPTH 55' Logged BY: J. R. Rand 4102-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES* I' Top of RockMv'A-`PinfsiS Vre.511. -)k)(1'ose_ zoe'-zort9a0,0aZ diorite, nneeclChipsMinOr rud-y- x ),_dark orey. Localy w'itindips- x s )csi-o.ins tocally-.7.-y yy s s'I rregolor 'oticx.t i o n .ChipsOYI jOl'flf5-x s s)5'joints x___joilmtcROCk is Ciesh, No 7-s ), $x s _Czoccitz. cvoril-e , a3 abo \/c...85`19ofrusk- on joinf5.nk.s : 'A V V7C'cj-ir)+/ Shobi ire o-..ntClo+, r)of(-)Ii itocAi;5s,rncic00,itc,ib rAsi rock chi. s (111n3s.. ::" )( x x_,!  : 7,,r(ghy cci.hre.6:9tcbine_847.ptossibe ci;a6cse dke5-4,rfastdeOr oeorite,t9chobn-f)eint--'*:.?ock is fresk, :' x A'ANY Vdi n ino 0 De-n65' ':-11 onno-t ru SI- y . se: x y yOs uox+z. at.0,-; ft, Dreciprii;nanilyOn joints. -i)tal-ion.s s x *Pine- gra; necl , mec Cum ore!.-ainis are.---- 2 -4._-- ejoi-itt kvasFoliated . Foliofion varies2oc'-oclips* x ., kin c4 and sfrike.- ....... * -q) I '-'2-' Wriervals._s s7onjoirif,Smooth- x x )4 crosser rinect_(Rock Is fiesh, -= vr w I, *X x S,7e-Clop jo;nt :pints locally15:-4-'. 4 '.1 \)e(ded' bre.cc6-14-i9V\t` 7566"LA, en or i .e. slippery clue Ao: xiig .., ..y xx6s`).30',0t---:slickensfded .y y X V.65-.5 Bottom of Vkolea_

tntrus ionbreccia;coeldeciBecomesCoaczer-inect000.ftr_ diorit{e, fine. aroArecii,Medium dark grq /fairly massik _but IocoAly shocos Vac kaiofl,A-e)(6... Narrow \Jrfs sometimes_simw minor vog3y zok)+(onGoosi-z.donk, medioin- coarse:3(-`ne4 Rock eidensive,Yilroker 11 pss ible shear zon2Rock is '04eredy siffir-erY 6346 chlorite% Mior sickihs bytnfRosty.D6rd-e fr\e:3ra:kned dcv.ckeley ocaly 106.) torncoatle owne,i dio4eDDHPAGE of 5ELEVATIONDEPTH 6c1PROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONLogged BY: J. R. Randii/vt 1-12.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESa-71.6,5/Top of2070'\joi145k366-1s11" /-5c:crif ltiVArsc:os 1(10-. VuSy ciA:, Some joints ICIihiS :....)/ 6101AMinCf k1089{-:SK @23-21f,.)'h.1,,F,k is 6s\_--v,.-). 3o--elcidtps aery'@ciase, m m-ar , ,_611'5 nieniaiS dUSIV Coatqopil .1% .6/ On ,p1 iS, bu _rpkPot. __-:Joinisot-ifl -10,-) sli'cket, toe -,'=irliPsor smeared ckonie.:eg'sjo'i(*r'ockCairly =3rtufesh bd. .,'. --:4ersofte3W by-cWorFeClose-TIM(_ZconialfSheosio3.: -_;:rne,, -tYlinor v0a3y L =openin5 /1\\o Ns;'tsMtno(,voaqy Oh 14-MoST,-S JoIrrts aXe hot°Pen- wetaedock s--re,sh,CnofChips3' Base oC \toss 'In Rockccar5auarfe diorle predr.nytiRne-To.:tned rf,4unl- dark -8 re y,mckssive_ ieKfure, xK14xDiDH D 1 -PAGE 2_ of, -3PROJECTSEABROOKSTATIONHOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH 169 Logged BY: J. R. Rand11141-liz.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESCorebrokenas shownCore broteensAlown?reAominoly)igh oy6ieIIch ps- XX655nt setock is 1nreshXrninor ehlontc70piritirniror11)1'04 0 UtXCRAirnrusi-x 1,zine writefaccon t-NOrus-xer64-61,145:- xyX YYxor c', rROCk is85 /-verrj nor rirtygnese:70fD;r-ifShIco'fiN,(Ani ?yritxCleanalleann3 onCiorne-Qoknv,S%Y_*XMectiOm Coaroscpu cliorkfine gro:tincai A-grey.Locoj ca-.1.1-ser (9ra;hed zonestor (ft, preAam.thafily A\tite,-9Yaineck, ckkAc erey. Some minor -local coarcer-acted patailesis .Tces\,..,oo7ejointirresurar 7-:10 infe '64Corei)ro kenas &town66- f4'040A-ionCorebrckex,'Shoon6.5.CDIAkIn'Rockezh =70,0t,Core is broke,r,,5mocce,hi, closely on el'oirlts 2an4 cca'osiorYxt7,--750. sow_-bncu,N3anese, and pyrite., 27_oruoirli-s, Ghat-pioun3vlar bakz,-xroe.kCero \f\<10.14/niinor 61Rin5VsjointIfirocy3lloot-x-yx xare chiro.akerV;c_.-x-Karle Mar131 ett)e'Se-arriKpyrite ZtOkini113 bflQoints,*Fine-gvo,ined1c6rk-aey. -Oute moss'Iye WureLo.01,t1 ocaAshosis.%ckRes,dosidy.2./-1-0f079--rvoJsYoYyin3 ociiii-uc.-Ie:; aryl Lersd 'fpfine,073,ine,ci 1dark3rey,(ocdlyvoloely CoWed ,WockVcesh nof weo:there3ikroojnout.X yXsYnooth,cltain DDHPAGE3 of 3PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION BEARINGINCLINATIONDEPTH 16 9 Logged By: J. R. Rand If Ivf /72_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESCorepynteev(:A(er)znlearS51.v3tonro,(eaksco.1/Cokni P s14enials:F.: No Rosi-r?ock, 't5 Fresh-Lccollysurfaces ore.slIppery oitk ekorite-ckvalopment. mos\--\Jteflfln -2510 30 too ange:3cAnis., .$ttaom9 V XISy.V XX 7%X le a.t.111KU S E C.3*.rrACFTX X)( Gloalz. cV,o%4e.,Mecliu41 COcirSe. gitColeCtaoorf-z. dt'orite) 'medium grey,nneck ion\ Coat-Se ork'mecl,6re 9rcx1ne4, diryey, MassiVE,dionfe,* 169' Battom Coce. 'tsbeAenCht'pSier_es orDDH DPAGE 1 ofPROJECTSEABROOKJ STATIONHOLE LOCATION ELEVATIONBEARINGINCLINATION DEPTII 65.3Logged By: J. R. Rand 12113172.CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTESioolder-.c..1or4e1 rniczeot.)s,o(o-fed1513' Top iz)P RocK.predominculiirne-srainedC:_=)Core 1Drwis-.3/c e7,SoZiointz'e.7'Orozci hi3h-01/4.11a(p.jOkri5_____ 7Dejo'irit, rus4yCore----4 rt-4Y1E t_.1'.1' :1 7s'oirtLIN is Itesn.r).2- *'-'fedieces ---:-Y(US CCaCCCIAin90, 20b-3,6\-c.&r\ OW C1118+- +ptk) arde -`,:jo'ir,-1-i,l,3otnis * + 1."-"...* 11,51- code8Om 15 ----\wi spread :+- +*Ils as 7 *nterva-,..- 1.- +_ANoon .+_ +cA-x)ci *,Aak 7on-rujgyvrt a -27 rozk.JO (nv3V (7 SObjecied=VY.TYrP,Ohon-etk-ects.ock 'fs VeshPcprnineni. rusAorm-on on jocriis,55ints-r0(r_urcxniervals riejno!'4,64);;te meoseckrode rcirg1heovy (OZ I4r-k 'P ft eSli70oNsl_yJOITe>X XQuark diorite, rrIx.--ure. ofCcarse aott .Rne graned rock7FesWI arde(76°-75°) rhuSife. confatt, tOtkied 8;kce ,dck.tissat-eysob-black, Cot q-o;tne,d, masS\fVQ.-6sP.-RS and krotRCGC cioseiy,joihied at varlovs'tikes arlA ctps. Lou anje0 0 ) oinks prectom;nate.rbiabas. A'keiasThesthe, isu,6110,dc, Rne evine{inocicX X predfxfit'AcurnyX$ Crxtru IlainectX X)(G5.3' Bottorn of l-tote.

DDFI6PAGE I. of \PROJECTSEABROOKSTATIONa./HOLE LOCATION ELEVATION BEARING' INCLINATIONDEPTH 33,0 Logged BY: J. R. Rand134 3 )7 2.CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES' Zo :'are dean bot locally:: )e A -'kxfure. rrosive.,,joinks *=/, ::-ha.ve rusty c_caling- x '1, ?;-r"az shown . aints _ x s'kni-ervals --3cH-D-106. No: x X X---X X-TranSi ti 0 061 Con-t-act h oil an* joins. - x - x iC X - at-al+Z. cAtorife., coarse cavatnecr-__a RuSiy- k X xtAINi- Srey 33.0 BoitOrn Of 40,13.0 Top of Fac r'reis freshQcoxtz_ cLorcte, rneclbrn aYcktned,eoKAY-;Toiris nonyiolyx %Mecihiln-dctrk3re-Y/ sP'ck led 15.4/ Top OF RocmediumCoarseWA?. diorite,/ predomillariiyfine, iyx.fh,P,A, rnecti'urn grey,Lady, oi-th hi3h afigle (7Y-8)-ToUc;J'ionFine,DDH Di -7PAGE ) of 2_PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH It 8.7 Logged BY: J. R. Rand 12.111-111-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESOck gedr),d Psho ro.sk-cx\joinis I=Lou) ounle(ie-sejt.lrrt,@--=cle"'intervals. C-k7c) joy)800_900anale; jointscurved joid;nierijoSVosio0S ocLervirk-ions-_curvedolnis Fresk.7d)-clop,1.\00\ tPYra-e Totni tend to=on -bli'afiovA ptanes,::4 Lot also cross.-609-76cjntn i 51:A0 n _icki-'011pcion)el's.",pyrife.on jointsWjointseshRcPACjoirits joinf5 Follow both .7-66) h4-0s8le -CD4alia7i=and 3e-1e (No otyz3te =vanobk,rf ixk1ernST:ko roz*. Pyrite onSome-joints .^aoctri-z.d.-rk, Rne.--sra;necl.3-0; n-VnTr-reloenfconc_f_rytrak-ionsoclor5-,AcAsneS.cvo5s-cuts -ola31on(:)c)-410`)clips,Qoarit ctionfe, as clove,Fine-sva+ned Collated of 6e-ac0dips^

DDHPAGE Z of 2.PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH ti g ,Logged BY: J. R. Rand 13.1r-171-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES(Rodc CTesh.eedo;ot 3oh@ 6' ID Z165°.3,06-`ed'ips Occaionci(Vock(-'-resf) ,3onks@ O30kus \r\k\r1 on3letosHo 6 .51 Rt.kweakeroci on ,pritr.folt'ofion. Not rod-y,boii twxy rv\ocleic&y weathereocCk6sh breaOh 90.0.011-b-5/ .1f-yeirva(sGoa.(Yort'{e/-fl'ne- yam ,meciiom-ry/ follio,+(on@q5O+070° dips , 'Rock parts onbioftle fokthions and across roldonai- various aflityclesGoarfz (or,kxoi(yfoiktied, medium-greyFine-graineJ,on(y weakly -6(01-exi *'ID massive 4e4ure13reakspieces "as- Chi S,'- NS EKalcs:#110 2_(i:Aeces 118,7'Bottorn ofe DDHBPAGE of JPROJECTSEABROOKSTATION HOLE LOCATION ELEVATION DEPTH 2,5-BEARINGINCLINATIONLogged BY: J. R. Rand 11/11172-CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTEStor- Core- Broken'Info Chipsci-ups->-2o--CA-11PS --->V'clippins ris Rock is51131.1 y 1-03.1elf's/ly Fieh_-01 rattler hdly7051/4iDif\-is,loiniec.) which = x hmiycauses consclerable-= xof Core.x&c.k.kfctiLy rusk/ *7, xCM ions as Awn: yX x'Top as Rock ClUat+-e. clior-4-6/ fe-edomit-anfly11'16 u111grained ) I oc_akYMecli'vm-Arey Cobr.minor 1ucebpmentabout zot JepTh. FrIcthon is-Very sleep Fo ve,rficoi2q.5' Botkorn of 4c:k PROJECTSEABROOKSTATION.LJ1):-... Di- LiC1HOLE LOCATIONBEARING ELEVATION INCLINATION DEPTH Loggea BY: J. R. Rand 1241302.CONDITION OF CORE-ogDIPGRAPHIC LOGDESCRIPTIVE NOTESBreaks:@:1/.621- Diece.sor, 3o6-10f Rusiyjoints*2ru SfyX7o jpint°,or.k is 'Vred-i._ x steaks on -o-io x xcii#03 y3inis-1/-x xRock is -('Tesh.Loodly = x)(rusty sfainl on -some, joIn 5.X X )(- -. X4.T,FOCK A,Quartz_ diorite, nixed fettred,c-lo,rk-gy-ey micaceous irockCoarc_& -Bia:,red I i'se.ter sray ryiatri'x.'Rock 'LsfALod. Layerira &6o'cli"i3Gro,-;,-hc -texiure, voLadePrphyria quotriz..cViorife.,aS af- bollorn of ho(e21-.5 ' Erittorn of 140le.-1.6'Rodypleces DDI-I- (PAGE I of 2.PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION BEARING INCLINATIONDEPTHLogged By: J. R. Rand/2112./71.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESBoulclerI 2' To_p oF Qw.rtzrnecl'om -cmrse 0*21.4\e_,l'94 nieckum grey. Locally foll'atedeanale (bo0-700)ciifps.Sreaksintervalson 30-iocisock is Cres. Rosfy!nin3 or 3rYle,ptriB, mitOfl a,(ios. sock breaks =-bon-n(1(1y OA 30-ledipping joints<-4intervals- :4-,$ "X VERY FINE.4- I's GRAINED)4 FkoCKRock s fresh ,1\iorod- on joints. 4110 =arele,Mos4 breakS Oh 0-610,junisctuartzikerecryjzklUzed by cl ton fe Quar-a dt'or:4e, medium-coarseatc6ned, rnedi'orn li'9ht grey.Loca.1(z some --)01ioL1lor%Ste.e,pHrer srainecl near- fopsectibn.ais dips, not rnooff,ave pyrite coa1-in3s oVIhi.311joIntss/rcotk 600jotn4 with pyriiex xzx xRox`k is -Fresh.\lot rositon jo .--f5xu,xMosf,join are X )( XxFiner 9ra:ine_c;Firtr- grainedRock is q-esh,no rod)/ on sjoinis.Mo3{ brerxis on l000- _arlde 2.0-3o. jointSne_ciVY1edo srey,Fok-konis. steep 60D-ctd'anci wavy DDH DI- 10PAGE 2 ofPROJECTSEABROOKS TA Tio N HOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH U2'/ Logged BY: J. R. Rand/74/2472CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES1 13Yactics_:,*_,POCk (..=, CreSh.":"_:. CNes fD -LEb-6_)(11S on b to: 1/piecesc16"--I rk5*gh eh,sailcol-fi .0311 eCIOD-Uoa) JD; nt5 __-:-Dips - e.71.-100_joint9 ip\h aY1,4 e (85f- clo ) .7)0iril wi-c go,' 41CO--L r-eaks -i,44) arqe,jointS --::g1/10..6/ -1_Me- Curved/ k.I.V.-, : pieces-7`)-1.? chlonfe or b I ot-ite:,,00"- s fri so rFaces*117-_-thyouJI outspt,';'t.01_yri, fe.. --1very, , aoartz cYortle/ fie-rods, massive, w clea9f-culled, med ium-srqfoliatedBeCorieS Coo,ce-sy-G4leci vock112'13,6fiorn of ,c,tehas pyrite wail 11.5=

DDH PI-11PAGE 1 ofPROJECTHOLE LOCATIONBEARINGINCLINATIONSEABROOKSTATIONELEVATIONDEPTH 65,5'LoggedJ. R. Rand /24072CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESa.s'cop of Rock uutz clfOr;le. Preciam;oontly,fire-tred(om 3va'kned, Mediurn-grey idolth loc.cd ColnFiner4eXtUreS. FOI4On G-)80or (5e.e.per50j0;,-f rock is zliehflyweaitlereck 4D IS' 7.1Oiri5(pCk iS VreSIni :Oith rninov rusfy .=._10,aqe Sfain5 ov. ioil-Tts -@(00_300 locally 40 v8;7 '_dipsePyt.ite coccf:An3S _on 0i ni 5 be(ow _I 8,7 '7.."_Coarr..er-,BYalnect65ejoint85:joirft-70c:joinfo ?c)e-k,'-Fz resh. 7_146reatCS MOStly or+D-30 Low cx..Inale*_-,3 rifs 01/-2'2-Rod<.,T6r\15we)....100@ I 1+0'IntervalsC-ocArGerciarK-9treeniSkdiontcloarit. diorite, praclomincintlyRne-atikhed, hokh0"61)\,/Co I ickierl LocoA zones-coaxer 3rcnQd, dark31-cc-Nth dorkfe.ccy-Arcser-grechfst,G5,5' Esoitorn of tiole-DDFT j2.PAGE 1 of IPROJECTHOLE LOCATIONBEARINGSEABROOKSTATIONINCLINATIONELEVATIONDEPTH 2ciLogged BY: J. R. Randlq13172_.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESToinispck_30-eicPRois .-T-esi-)dipSMinor iv*khroU3S1004-onsome iov1sRock Is i'res1-1,.;(7---..-*ubed ko minorMIC:kk)Sriuser-in1,0earenn.c3a.ndon joints Skji4VrAillire on --X X XleQUariz CliOrje,t Ne v0.1.11E-4/quik MCcaceoos (6iolfte in zones _oin8 kv\oi-S, endosed in coo,r,-3taiped 9uortz. clibrife mcd-rK.M icaceooS mck -ype isflc apparemekseciimehfary. _t-icks mther massive --t-exi-ureq,5'9rop of Rock tioceous60,i.irfi-Rock is Fre.sht,loi-Rosfy 7-7 -;<=*21.5' BoiWn of Role DDTI D2* IPAGE I ofPROJECTSEABROOKSTATIONHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH 31 .01Logged By: J. R. Rand /02172-CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES00^ockEreaks.1.1-b1.5 =*pieces :=onan8le-7.:t0) soink5-1-J,o\31ci.e.rs - cfuosfz. clior4t* 111-Tc>p of Rock Qucu-i-zpredominanfiyFne-yojhed medium carey, wtt-hoccastOrpi one of coos-ser _grained, 1- rned ium-9 fey yyykiv-mqaireraiely,-erect, rusty)vosay%ct; i-N,shminor rosi-v sizt:or).011 same '..psol.15-Zaise%ism ,AecAlerin3 ,&ic becomo,s\ fifeCoarser 9vaned.t+.'pcitoRoST O (3(3E31' 20-ticsyn of Hole.

medium-ro,;redik.C1111 7-ce4 of base - Near CorlAr*CF (3 ) 60.0' Bcn oF\-ko\eatme d'kkce, sub- blac-k,-CA'ne Tainecl, c,rys6.111'nePROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONDDEI D--3PAGEELEVATIONDEPTH 60 . 0Logged By: J. R. RandCONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES-10*2o--25.2' Top oF Rock. DtA5A5E DIKE/ wcLDE-0 ConvrAers tokl) Goo^, :on j 0 nt s -It, t'Atnor1%0(5 S11.2ht ly+ + 4.. 4.: Com. 1-eaks:i C)-ps,op* *lc x x @ Chps6rjo+ht, (-4e4ered 40*rU 5x x A: 40 .s /-'_1(usiyabout -3 C. Fresh -= y x x_ _* peces k"i-Vbelow 3ii, 36;nis-x-- x XX r ),X ---A60c30Int Sh OW (00O31 Cos+ ":coafirys and some: x-cm PC,_.; ROST(* )440* Core-TS chips, SI i9h t --ocl c Lw_afiv.in_-x ...,",, _:re-a s -zn'inf"f.st-, sock is C\ckirlif 7-....t.++tt -.1.. Mo:,i- \jotn,s L--,,..r__ 1_- _..1e5 zi-@CA-N.-- x it )c3cP-Ao ueS" -0 V*511, , _ x xt -10 I/4 c4s Some ctusW coai-iT : x X Y , : piecessc,j();,,.On ' 0; nf5. re1:401s _ ' x.".),-*),.6D- IIffje dt's col orec17x..,--a 046, minor rusk+ f +it) 33RC-k is fresh*4- t?eS._ 0. .60L*ceT\(:Z ow_cons 'tic; t__Ovo.d-z ction'te,r,ly coarse-Gro3fled1 med um -srey mfcaceooScon6c4-, LoeldeJ Dioiasecike, so6-Uo,ck, ik'e,-grojIned95 ;nkrusive. contr.A.c_t, welder),1Op...ckzit- te-px-eaoryliv)aryny.QuARTz-t-re tISCLuskonlCOOXSE-TaA)cleca;t4rvive. conkoz+, weAckci PROJECTSEABROOKSTATIONELEVATIONINCLINATIONDEPTH 171.01HOLE LOCATIONBEARING611'p 0.-ttd-udeCore. breaks are,Chcao.cflerist-icoll3o 7:DDHPAGE of :5Logged BY: J. R. Rand 11/24.112._CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESx-{i-e41, not-XWeAfflereCI.,71: x$- x.30°30\ yrt)y%clear-lino rt-ASi-cfjcini, h() r(Af. Fockx :?b,:joirlf, clear\ On 3edif). .L- X.)(x)c-- V V %oslickeilsides* x:K)foliojion--OCP:xx36'cii.p or)Yeinlefs in ?ock is 4resV), _7-4 4 A4Bre.cco.,zone(IS above.,Coca sksBrtkek-,@placess-HoLar, incod i-jorColumnVery -thin veinlets.shf bleacinnggocke zfron.s.Fine-Vinect52.1 /to53.5'iS weided,healed,sollAcict sone1.)ori.te,alooffe, mixedcoarse. -Ta'i neclaeyenc.losn9 fine-,gam, aarK iorzy dro(ife.X 'tiBreakSCoreas-'Rock is Cresin=.,/as above: iehogs40 kmt onnber break dql,.,13, pint/or ver,n'iNRDcR becDnies kifecbmitActrd-lyOxicse-Tainecii with relafive,ly.SMa.1( -zones of fine-3ratoe.ddioritc .FineVe.in d'SxBreaksCore.CLSC211,011Fine eroinectvi6eck coarse ctc'c-Nne 8ortie.21.5' T of RockQuarta. dioritc, rnecl2rey,iifYY \olY1 - caar-se -EOlocal fine-9rainedc1ak4( erey clorife zones -as shoor,. Rock i3Purf-r-91111r124Fre5h crysiallined STATIONPROJECTSEABROOKDDH D2-'ftPAGE Lot 5DEPTH _ELEVATIONHOLE LOCATIONBEARINGINCLINATIONBreaksihCore.a_S. ShownEineQ0cortt dorLte.1cs above./ -vcedomnankly coar-ackInedLogged BY: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESQuartz 6iorite1 as above,vedoirninanfly coar6e-3rainedmedium gre, koitl occasionalFxfches-Rne-araiir)ed,dark arey dt.RneRnejsraneo. ciior'ce,c)`"veiritels, ux(cied rnicroTaolfcoarse153,oinl-tRuSIVE conrcAcT1 IRREGuLAR AT 65f DIP?orehyrific_ quartz diorile,coom 3reaknex3irno,ssi&.nlochum ey oki-k slightsr eenish f n3sFine- ,sra nendiorite'Palk iz freAsh/as above. No-rust or sfainins.brills coal( -fPirocij)- -out8teaksit\co re.slpiA)nErecd-s 'in coreas s\pon are,coknNionly--3o ctippia3 joinfs.-Faation76kYliS are deanys=notand' -do not Cit'p UntiErnix_iin one direction, -cock fiesh,as above.EceaksCore,asSlloconFineFine.

DDH2-PAGE of:3PROJECTSEABROOKSTATION HOLE LOCATION ELEVATION BEARINGINCLINATIONDEPTH 171' Logged.By: J. R. Rand 11121-111-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESI5-: Core.BrOkerl-: shoon7 X X(ROCk 15 Pre,ShzXha WED, eredX x?(xPorphyrific oar diomassive, coarse-gramec, Meth UO) -3"Y.

Ouarizdork, Verrn'ixeck.Coax- and PLreira'kQed rock-fypes, Locally Foll'ai-ed at K8ha.* clips ot.s shown,14Quolfz. 116nine..--3rosned 9u0.4. diorite,rne:b'urn 9fey, mass'ive,peP per - salt +exiure_)( X X CbarSe.PROJECTSEABROOKSTATIONDDH U2L-5Ot IHOLE LOCATIONELEVATIONBEARINGINCLINATIONDEPTH 65,0'Logged BY: J. R. Rand124102_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESSOLACIer 24neoverburctenifst'ne- Taineci dib rife,o' Top of' RockRodss are s ocic cresh --Breakslocu-c.aske 20- 50 tamed iyIr)k-etrialsWolk)65 -Of\ (0(.0\ceArockartzter kce 600_,jontse:3/62/'tnervalsniockmakse2e--reshpreduryftnantlytsckloto at-131eatinis aye,._-6-1rough out,low-arN3lejofsBreaks -RockRock is Resh,@ 57.6'intervals.1665' Bottom of Holec=,0vu -E-Slieht1-U5/-ot oper, folioAlon plane _60a-_amI BEARINGELEVATIONDEPTH \2.5HOLE LOCATIONINCLINATION--1"'Rockqe.5,orlt mincr-+1-1-z k1/4,:snzsoh oinfZ - xDDH 02-7PAGE ofPROJECTSEABROOKSTATIONLogged BY: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES107'tr t251 Top DiabaSe dike? v8xy .ne-ztro.:tried,very dark .3r,ey kobbzi<Core brokenCh1psi-ViTou3h- outCore.oniskerfkou..)ana\e-2,0Too70(NrrS2076906 DIPSAT 3To114 T e.P..vALSRocK t.tobGRATELY we.A-NEREn,S6F7ENIEb on) 3'0131'S- 4-Rock does no-i--i- ck.??eari-Wec.di)e red)ffs oiToserfly k)kt-rDkAtASS OKSweakerte4someu+atl: x )2'2'dri wx llsy poorly-*-)(5o0 conia.ci;,octrkzned;ury, c_ocLyse---,ffrainecl;IenycimeAnn._.\us.konsd.D cco1.,-vide,d) intros% ye.i 0-base-Vexy Cine -srai het(sub black. zq-een o6ine sFeckle4lQuarl-z cliorae, rrorr-c,ockmNC8bands of.Cr\e.r zvo,:thea, (Yorile, z;v1n3O. broaA foo.A-ed effeci-6keeov dipp+tx3 Cok+o-k-;on -ok.5 31noioncRmveo'Rods65 irrfrusve. con,62-^ + +4.4,117.kolo-se, vet)/acfn,e8 sob 1)1azl< w1-14(\ localspeekl;n3 D D- /PAGE Lo'PROTECTSEABROOKSTATIONHOLE LOCATION ELEVATIONDEPTH 125.0/ Logged BY: J. R. Rand 14071-BEARING INCLINATION CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES8reAsP.140(.5pieceson lou)-anste.jointShosT aNgThtiP5,e.e-to '85Tocto.sotts-rRock .15ro1/44y3okikS. Some.coafin3s:joik-)is18,rok<entsy\ kmangle,joic)s@.51+0intervatsG008.rilhiNBreakswick.'microlsCLQAN)LOW At4GLEzbit..3-rsCAWS'S tCLCA!ArisLe20 too85-*oli4TCALCrrE FILLEDo SUCKEMSVXSCoatuzRfRock 'S Vres\-17:--kkvfoo(21-\ -ookRock Cres\-,boo:2,1r,a01-zpredonnnm icaceoos (chtor4;c)dark-3reenishBreyQuartz diorae,coor.e-gnaine,c1 rnect;orn ave y.tocoly if4e.rm;xed with finefarone-cl diorike. Year +op ofsechm.QQartz- 8or.kke.,In'rer mixedcob-re ossantitistle.A 1-08<,4yPes1)ARK MlCACE00 5RoCKNOT ME:MSENMENTARYI 25 130."rn Of 1-kAe,^

(-Quad-2. 4orii-e.) 0-s above,ha.ssive, medium fine,Thedwrr.DDH*PAGE of 2_STATIONSEABROOK1142,11-Logged By: J. R. RandGRAPHIC LOGDESCRIPTIVE NOTESCONDITION OF COREDIPd Rock0.0' TopPROJECTHOLE LOCATION Cenier Of OniINCLINATIONELEVATION 2:S.9 DEPTH 50,1BEARINGNo OVERWRDENaoar\--,me.clurn Rne ojrailled,me,c1;urn 2rey. Massve, -texi-ore.Cho'r ock-034Locally 'tn-VroJeci 1D3pe5rna4ife. vein\ ei-sas shoLon.PEGMAli TE VeltiLZT, Co5vcc,mmt-rE. vEWLE:T,15 bIPPeGnA-rt-ra650301T-Ifdear,rn'thor Fos+cOltr-f+11:gonts ace Poem yclear\ . Not Rosiy-^Qoos+ dionie, as above. M055.0)2..-1-ne.dl'um, flne, jztined frrieium emy,lou) aY)2,1e.( 05 ) 3(:).(}5. S 140, 2' irh,t-voAs'Rock 13ecome5 ccoirse-yone.8G2k_lax-Vc, diOr3-e.,@72.6'_500 olf)inkrosik4.-, weAdedcofkox}.CoARsE GRAMED LOLL) an-30fA-040@.5'40ni-ervaksrougr,ROCk '\561;g hit_oto angle. 3oini-5weo:Hlexirs3cf-to35 dips ,)1'tne'Aer'klY 3-bints nok' rustyo.ificreclexcept as shota\?ock5';1{y toeakiv-reA, 5htIV*IVOcierole.thhrnrust on occdiof'-aljork 0-5 *74(4tfiefyn't,khe,,,,,iSho (')or, ,3604AoxGO _io.tc-Ni.;z(yweaiivwci rutky51;3H- t,..vatherin3Rusrymclerake.weakber-ing.on3Dints ck,S zhOtAINNO5i- ICSk hi-5 dipbout. z CP ,4-0 \ Isir4ervalsCMPS, 051Y6.RCC_Jf *k$m4,or rusi-65Joini-1 tight wea-Pre4gPAtnor ruStyCc341-y3s on some.join+5.'ksVCesh.atreded by .613\-)k-700,j oCRAPS, ROTYHot-GRATE yoc-AmertiviGMitioRCore Breakon IOWOZ..* (30°.3.0intsChips A-0I'in4ervaisBreaksOh 100JOMAS.5'40 1.5interois _$reolc.5142'piecesByeal<S.31+65Piecesits-70.ie'otevenChips -RuslY X )(X1( 1( X1(7(k1,4X X X 70 Contact, Ti.GHT,wetiAED,tsitrI4 C4 ILL zomEbio-hx:xsa bkke, very Pire grained ,+cob-of-<, dark olivine, 5pec.1c1;_65 cot,STAcw,-riaorr,WeLzetJILL zot,)aX )4 )(X )4l..)0.1kE..rriedium-fine-sitiQirearnedi my. Fairly massive -texi\ffe.X X Ss50 FottaAl0r)+X V. It14 y XLow 014e...:10irAs.1'4o 2'intexv.als Rock DOis(50,1i &Mom of^1-70f_joicleo.nBreo.k 5tdio' P.3G' piece s550 join+cl ectnDDH-PAGE 2_ of zPROJECTSEABROOKSTATIONHOLE LOCATIONBEARING ELEVATION 28.9 / DEPTH 150.1 INCLINATION Logged BY: J. R. Rand 1212,6/72-CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES7013rettIcs80 @wide-Space's@.S'io 3'piecesBreak5ea, 4) s1-6 .p1eceS12WeiTHCRED-4.Breaks0.5'1-oz'f.ieceSBreaks@A/A-03.s"pecesGC:P.304 Ni minorrust.1' Heavy cus+,Severe-1i toeaillereci50dip@ wkle.intervals,0-part. minorroz,+ and di t*nor rustsq.0yi...v.60-eci 4 "`c)64-ra e"-localzedorCl.nele .30in'Z.RoCk is 611:,c..keary--o.* ' of soff sevei,elyweche.,xed-95.0/4-o 95.4 idepiTdeo,siert; cat ,joi ofiqock sis CresV,,I ocalty roskf,/ ones. ,ointsro;,IS Sevete(y tocalt)etect6,fro5kyiRcek:sciexe weathenn onfoli--on Cot- t.1'80Fcore in ekk"c6 \Dut*A-decompoSed =minor rustwee yocjoiritLotx.). angte..,:r;n4:: psrRoak i5 -Ci-esh, noro<sly aniolths.Joints300%c..kNo toSk onFINE GRAMCc otiRSE g*toeDFNE GRAIMECI(Docriz_ clior:tteirni)Ced -Cneev).ne.c1 Jark cyey po.i-besincoarse- gt3ine..8 1%.s\rii-er greyPDX.0 $ec.on/c. Fine .3rci'inede.lot.,.) 87.ELo 04,3e 3ints e 3004-0i00dips @ .5/40;,,(-et-voiszofle. clips is° DDH EL-2.PAGEof IPROJECTSEABROOKSTATIONHOLE LOCATION 20,45-0 N.Soo'E.ELEVATION 21 A- /BEARINGINCLINATIONDEPTHLogged BY: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESmaks7of.1 i-oZ2Pecsrn'nor rusf-=R,c;c.tc'eh- )rAmor ruy 6}-0,(Z:of)i-odep-t-C,-y-y y::Xwxr$*1-o R.) 0.1-131ejoinis30f.ThvouSnoui-V11,7.2 "Top of Rod< Quo-0-z- diorite, 1-nixec1n e - s3rminect , dark greyanci CoarS* -3y0ineaI ileit 1:yey pe\GA-rX rockpor pkyrific .1-0Loarck baseFor-phxrAiC.2..7.a' Etiiiorn of' Holtber NE/DDH E I - 3PAGE I ofPROJECTSEABROOKSTATION HOLE LOCATION SITE*2. - .79 350 E.20,1-oo r.1ELEVATION 15. 2-1BEARINGINCLINATIONDEPTHLogged BY: J. R. Rand i2i2.7/7zCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESGo° ..To intcleant'ean=6,,Dosnle joink-s:.2 -.5' 'Aervois:6ecurl, no+ T.B eadled izht 9re.yof' Rock Quaeh diorite, preflorr,Fiele .io.ined 'Dark-Sre-Y1coosSe 1-0,o428For phyr Hc. 4exfore near -1:Da.se.ble.arJne.dso-C+contarks +ro.si-6mk*22 Top42/ Boiforn e Role DDH EPAGE of 3PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION 20. 2 BEARINGINCLINATIONDEPTH Logged By: J. R. Rand 12/27 72.CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESBoulders 5' -Top F,rexJ-<ru&r170 31, onFoon_Srnh-t weakTne.red,ru1-y-minor rusi- on 3+..CRR0S-C`e70-goFkooGHcleanocc is 'res1--)p`;`below 7'clepi-h- :11y,Some minor 'rust on some,xX,joirAS a; 53P-A5f 4 vat-6z- ore,40A-ions"-XX X-' x-X X .) X Xfitk is CreshMinCor YV54ysl-ojnn3 on sorni.: x/-si(A-S)aS nCsieri: f;Lou.) a.hopyle%)(r6,to 2' Intervals: x-x x-xxEre 0.N510@.2'io251li.eC.e.S17.tNor00arkz. rsDkorae,, yv\tXJ-3r-ckihecl dark 2reyard coarse grojned hk-0jey rnak-rX-Fol;oAed ck4 ss- Go tpsWrgtflFinexiaroaneoloa.rtz. Toy-;}e, mixeACvn8cr-coO-Brained 4-yoesf-oVta.Vton 8 s5*f /cxxicblCr DDH E. I -A-PAGE 2. ofPROJECTSEABROOKSTATIONHOLE LOCATION 20Zoo N79.700 E- ELEVATION 2o.a BEARINGINCLINATIONDEPTH Logged BY: J. R Rand I2/Z6CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES0 *10'*_ c_clys,,,i_ *7., Rcck bfeacIvc1 Rock,-Is Gesk -... -- f " .,.... ti\ 4M veciFecia'50 OlipS TO -.*rnosi tow cx.re *_3,5trik'S ace1 i'peces 7.1minor- rus4cre_oasonat mmor:rust-of\5C\eGtAl8054,- roo5h, rus1y 6o* 701- CHIPScbLI To OW GO°FINE -GRAiNCDuctri-z. 6,i01a - rYiXed _Cine--06:kne8 , doxAs grayrock 'tr) meburn rse _rained , ight- oeyrno-fri)( - o coAly Vol icki-eci DDH HPAGE 3 of SEABROOKSTATIONPROJECTHOLE LOCATIONBEARINGELEVATION 20,INCLINATIONDEPTHLogged By: J. R. Rand (2 /z6/7ZCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTESC3(e0.1S5701-_pieces9f/. 3reaks3' to1.51piecesFneenx:ine3Roughunevon65.Z4,_'Rock sB008 arilltn3-M0hie\ 0-Y-51e:nts -556-9of 7;Joints@ 1/-2/ervalSCkresockfres1,--hot rusty on -30ints - oar)31e, ;jointsdip ID.- 3opQuartz. Aorte- W;(11-eciiY)Ke,c1 Pine_ 2)v-0:I neAdark - 3rey 6.-hd rne_aionl -coarse 1 lIferfY)*1 ix1lonuarir.;orfe, Cinerd .+0Si. R-edor,ti,v,1111Coarse- 9 ra:Ined be..1 o ,105 Bokkorr. of Vkole Rock sOiry-Fred\ 14p-rally_rusty Coai ;NS on,joint lce rackrncderoiely toe1ther2=+0 1(.5'-m0sf joini 5 -Dip 50`) or sfeeper-:20*551:" To; rif.Cleln0-11PSto *Breo.kechiFG* I/piecesruskCHIPS70,TontruslyDDHt-PAGE \ of aPROJECTSEABROOKSTATION HOLE LOCATION 20.300 I\179.5-50 E- ELEVATION G.0 / BEARINGINCLINATIONDEPTH Logged BY: J. R. Rand 12./26/-7 2_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES-Top of RockQua.' Az.y,xeck,a4.1f1;"'ILBhrexi-.9-4-Lrfe-89ri e7,-8cLo-rk rs SsfIe-ci.0%Chip5)1VX vRoc_k breaksinRosty- Ch1ps-Rock- breaks ,-)40*- .1 i-0 1.5pieces- breaks@.111-02./ FneCeSRock is .oirly -Fred\-j)int5are rosF cooied -modercd-eeo3rwA oFfcck -35.8' in-roneRock 'is freE.h- koc,3Gejoint o,res'yo'ink 5 @ 35-16. -dean 0v_. vanoos cweintai-oos60....1Vdrwtrv6k.yQuart-Z. dicir;l'ei mIkedPne. 9vo..noi) dark 9reycearSQ. gra'tned lightersrey35--41-0 lowante jonk eirol' _ini-ex-voAsQUOAZ. cioni rniXectRne. syw:hecl., ak greyanA coarse -eciIi3kte;ry rods -lyresRock s,s only vaTelyfol ioiektprecl TY\ tho,n+l ycodSer v-mined rnairiXrockMODWEA-rgRED75'sr.r.lookh clear\) oink-^Rock iS Cresh-pir-Its are cleanarejoints:(15-35Dips)are1404'infex mis PROJECTSEABROOKSTATIONELEVATION )(:, 0HOLE LOCATIONBEARINGDEPTHINCLINATIONDESCRIPTIVE NOTESCONDITION OF COREDIP GRAPHIC LOGDDI-1 Ei5.PAGE 2 of 2Logged BY.: J. R. Rand 12126/72-GZ (-0-rtZ <3,16 r- yyl xecisra:tnecli dark 3Te/ 1'18coarse- ,trc6y,,e_A I iNker greyGuairiz- cUor:ik-erock 1-ypesucuri-z.iorile,;ne-rocinecl arla coarseacure8. cis shown1o' Ooktor, oFPock iz Vs\-1sane ,:joinfsclean, dip 5f-(6.verzase 5f- foi))No Rusf Rock 'Is1Oo(orfs=e50_ (10) MD 5+tOocLicsRock is -.6shary3te2540fie70- rouoi/-136.11,4 Clean5C9joini. or,CEA ic14--tfo n--4,5 joint DDH E:11- GPAGE of \PROJECTSEABROOKSTATIONHOLE LOCATION 20.-30ON 79.400 ELEVATIONDEPTH BEARINGINCLINATION Logged By: J. R. Rand 12/2.7/7CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES41/-Top-1' Rock*X X XX X XyE9moi4eye inletCore *A7oc".:No;c*breal(ps-chi ps-7o,loChip5.511lb .8'ealerpieCeS -2;--; RustyZo--RosiyFock esserl+ic* X XFre511 IocoJly$)(),S*1-lyA A--OhjointS, minor fSw ))t, rt.)Sf - lowe-sjOfrit'S cVpoccur.2/.6 I'Intervals.Quax-z dor4e, m'kxeclciark/and coosze..-BraineckI13hf grey rricSrix X31( X.X X X)X AX X X24' IN:Morn of hole.sr_

DDHPAGE of 2_PROJECTSEABROOKSTATION HOLE LOCATIONBEARING ELEVATION 5t' INCLINATION DEPTH 159 .2 Logged By: j. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTEScr fop of RockX xX VGejoint .85'do nt IM hor ru51800,10i nt Lminor rusi'Rod< 15 Ci-e6-1*41ZR03Vloth - :mhorSick:olin3 onsurCaceSck.bOutdepkh-Qocatz Norit-e-grcksined, rriedIsurn grey. Vcooe.\*0+i@ i31-) arlde (8oc'-t Dip)X X70°__\oini-pyfife smear'Rock is-64):breaks on5D°-901"joinfs -wif, fewk)ot rusty on :Rockno roof_3oc1c brea-ks-joints@ 6" *12"intervals -y;s4-rock is Vres1-, tr:sbecoming more2/-1/ in1et-04S -in hole -,joirlfsare wo.vKStow% ryrifecfy,A infxsX xX yX 14X 141.'I,.0.03.4,2. Diorite ,as above, -folidd-ion more ()ruminant Eto0--700s but voJriaue, wlairedion, F('ner 9railledmedi111-61-14 _grey dor; i-e.,c.6esehc..10SeckrndcliOvn(yarned mcd-rixQuartz- cliorife., as olo veirn11-1-1e_ ccarser-grained wsrti-) cleptVI. Lessobviously Cbli'afed, moremossve fexiure.nuartz. ctiorite,as Love,/6ecome.s9ziine8)-Wt'afed

  • 3orne, 1--ex,dacy-1-13 break*ory smoo-thfokAlsor, plane .

DDEIPAGE 2 ot, zPROJECTSEABROOKSTATIONHOLE LOCATIONBEARINGINCLINATIONELEVATIONDEPTH Is9.2/Logged BY: J. R. RandCONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES\ost- bre,c4(sIn core e31-i odips613FT700,3f.Rod< is -66)-1-)id-,-_ah.sle 5mcoi-In wavy:,sjoinI1or3 15 closelySpcke)21- q1e90e;d17Cpru. Okr:p0r41: f1 on Col (*aon 0)MS:4/P/ 11inzone' bof croY-cufling: .5 4 4'Quarfa ai.orife mediumsrainecl, rnecilurn grey, fodedlOoa'tA)elcieciii-Folio.}-on Aso' -iwri+e cookt ns on:,jolr Flaneo * --0me.jotnts are's, Slicken5ic1e ROck iS Cresh-.kervi..Ao breakup rq cirdling _ir\ zones t,.)here-54+ Siotje rcin - =reeP)rd IOC& ,E1)icken,Sic\e, *Gbbjf,*\otto'(\=', on 'oirts:srnooti-,.I-Apparenk Tao it- 2c3r,e,,-,NY(11.914)5,1_0rrilatt-elod`cr2(c'kl, uno+ rust y, rogou 9eSi ickens icie zone:does no+ ap?scat-5-qo:Or-h Or zubjeci9rounciwaLterf-rlo fernerit-.iSf81p dn-6IiodFictriesRock is Fre sk 607:Ed-GOa-r-fz core o03D0.e,RoC-k eenerbAti fohafe801-Nd high arsIe. joints tafhsvno01-ir, Surfaces i-en8ocx.or along -E'c)\0.-1-ionQuax-i-zFine 3ratheA,medium grey,osocdlysteep Cott* in apparentPaAf zone @12f-12z,s, rockis Folished Loith sIkkerlsicie@Va.r.00 s o-relesQuartz dkrk, fine gradne8,rned- elark prey - resernCiesLvccr\it-tzect"meTa-cioartzife *we,11 FoIked *,roogh out 0Go 8:ps'Rock Panis(pi s) or Vol6ralion _ocre u:AneObt rnicar_e_ouSaDariZ. dc:Ale- coarser81-ained -Wi.03-e450HIGH AN)G,..x wELbED FAULT ZONE- l'RESENCCalOTZTEFREiRtc'r-oNE MAKES IT WEAK, 4.,,,-;-tC.uLT90DIPSDOLL- No ROST oR GooGe -pyRIn ON SOP PLANE8reccio--oekdeciLkiiskeclPMLV-r-VIE LOED700- 90srnoothjt.sikkenscle70f jf.ZrnooThionS-FtIck *vs esh - m e -shoo .5meoxica:crr dickehs6eL,,jcnkScomoroniy* 19.21gott-orn OF V.cAe DDH E 2 - 2PAGE 1 of IPROJECTSEABROOKSTATIONHOLE LOCATION 20:355 N79.275 E ELEVATION BEARINGINCLINATIONDEPTHLogged BY: J. R. Rand l'2_/26/72CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES12.S' Top of RockCM IPS---G5o;nt(Pock is Presh, --hot rosy orjotnminorPcxodety coatin371or\ sprne jointsLow ang(e.0nts-e 20f-30f psaoax+Z diorae, rnedt'urYI-Eint..9rair\e-a, mecli'vr,-srey, massiveFexfore.

  • locally minorporphyrific 20- 30). ou)joiris.2'- .5 /in4-ey-vals325' Born of Rote.^^

5 i_ToP OF ROCKFi;:mGunRTz. DioR1TEIFiNE-GRAINED btRK GREY bloRIIEE-1\I CL.ObE-UU Mil ti-n (1::MINOM-CoPIRH GPsfiltIED LZI-11GRY QuAKra 1.-11E-*FInrLZCAu-Y fOt-kF7,14 ATIABor-ri i5f UP NEM ToP, GoiNG5-0 AS51-100)0WLIZED OR Fuse) CoNTAcTs-114ouatoorDDH F- lAPAGE 1 of 2PROJECTSEABROOK NUCLEAR STATIONHOLE LOCATION Hampton HarborBEARING vertical INCLINATIONWx = weathered, Ix( atheringELEVATIONDEPTH 143 10 J, R. RandLogged By:5 '16/730'CONDITION OF C)RFDIPINDIVIDuAL 8REAKS INCOR5_ 5140w4 BYCR059 LIN E5GRAPP IC LOGDESCRIPTIVE NOTESUNICol\not_t DATED0,1EReuR9)0\1,-1-1_oX 2efy, *54Bo>(.i,15-36ROcK tsX X X X XR51)' Jcunf -70fX x xFRESH, WITH -,4tighily watilemi LA ,- ?c .rodOg ROSTY : xIlLst-y Slisht -b,-. COMIGS oN, x - v1-te ,Pi*sP\TII\16.51_:; x x3YI .0 i ni5(V\11) 1-CC1\LC.11 - X X Xo4 CLT lb- xxxx75 r vohm.. '`',160.4 . MotirRAThx xNU1/411-(ERING 7 X xxjo,nt Ab.14Nr To: x xToINTs - N t,stinf '4-. yvlixic t. ?,-_Ay X,.)?. :,-(ira, rvSt -,r1 /Or jorit- N x- E3OX 56il-^.- 541-74:xxxxx1 nor n*4-yRoCK IS'-' x '` '`1cpre X X7 a coni_ woos iRcs1-1-x x x'Yo:,1,) 1411NOR Ro5rY: x x 1(b,) 1 ,-.1;trr.13.rcf142SKSEANI :x X XPARTINGs 6S :x kx'xminor r-,..4y%c)1410- gminor razkyX x X: yx-x x_xxX 4xs_ x x_MtiIoR RosV sTAIMNG --. ;(f x1oCAL14 AS sHoVoN _: 0 0 0 .oN Zig suRfAcES: >c x. K. .. 0 .A1'10141E01,1 T - M ASEVE,111E111-CORE ,DARKGRUA GRc yGarnet5CTat L1NCVnts - minor ristyRoCK t5 FRESH-0 Rcosh nt _X XXtiiror rosiyx';1(`-xxCOLIRiz DIORtrEi DARk< GREVF0E-GRAI4ED DoRITGitmir-:Dtom CcARSE LGITGREY GOA RTZ DloRIT E.M4TRIXJUA1L 147573 DDH F -1APAGE 2 of 2ELEVATIONPROJECT SEABROOK NUCLEAR STATIONHOLE LOCATIONINCLINATIONBEARINGDEPTHJ.K.RandLogged BY:5/16/73Firv,ROCK PePEhRS Ci4ingi1E-R(c14,AND Is \NE IAKI\E-1)oiM-1106 _AND ti,oPERATE fNCTHERIWGQoARTz. NoRITE, INTERMIXED -FINE DORI-1*e AIJD Mak-41-COARSE (_)(iRrz. DOR( YE MATEV.-DESCRIPTIVE NOTESa)tiRrz. bloRti-C.AeoVe,'GRAbNG To (s-teotuR GRAINEDsu 8- MASSiVE &R1---z- DioR 11-EITT4A1Tjb FELISI;i-ARSPEtlq_mGLcx,,FALLY1-1G1-117--Y FoLIATEDcoAR.E_ GRA ING.1) 30E- hraSc V E ODARTz -D ((AIM , FE t_DsPAI"e ECo HES PROMINP_.N-1-OoRRTz_ Doc-CE, INTERI-tlxGD -FINE eiloRITE It3 ME.Q1u1A-CoARSE0,u ARTa DIORITE_pc-pal-11cTENDs ToNIED(011-F1NE GRANa -ocK IC)\AAR05143'iolloF 110LE.1i.JIJE. 1(3)7370'CONDITION OF COREDIPGRAPHIC LOGR3031, Vigini-fOinor n)5{ter breakMira( NA'ROCK ISFRE%VoX 5-t 4-tco-:tr2'SLIGHT PcC,K5t'Y'156.1MINoRVoZY SCFOREops-ruichFs Rccic ts NoTAELY VUGGY-BREAKS ow CIILDRITE-121,s' RICH I-UGHANGLE Pii.rufQ5Mira co4-v:pintFRE54rcr rtyity 4ainvusondmIcpredC) SAMPLES coCk PINS1CALIESTI NG GE0-1-c\INC6LEN3GINEC4kS t.5(2_0330X 733`1oll !Igo'146-7UV 471/--('13169/77minx rost-Shitcci< vroz-ehiB(Roitw rcit som mooRR05-N 5rAuvwGMinor mst zfainAs s440qA)^^coLL.

DDH F-2PAGE 1 of 2PROJECT SEABROOK NUCLEAR STATION HOLE LOCAT ION Hampton Harbor ELEVATION BEARING VerticalINCLINAT IONDEPTH 264 5 J.R . Rand5/14/73Logged By:CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES130NOR:: cP,o55-4\A1-C14 MARKS31\I "'CONDITION"COLUMN EQUAL- .MEALYRE.b eRefo-cs,sr)10-1-':. !YR P1Rift,)C75IM C -1E5 ONC_ONISov-IDATCDOvERBoRDEN158' ToP oF ROCK1501*160-:- Er,x 2.:158' -178,5BoX 31178,5i-192.S10.1c 2:sSa)-rtAtaD301-.3--11Gt-t Ar \(.4E3b11\lT5Lou) FM\_\C-Lc oaRT1065R-rs)1'11 :STAVinG. GENERALLYalow 51RLA:rEb S-FACe.c,, EUT ARC, (3o-r :PoLv2,1([1.),sp-,oN)Suaf"ACt7, ARE NoTpoi_151-tEDRod.< Ls EE.01-IriLLYKC:M.)14-- GREYKWDER Coc'tinOGaplas AND PIIRTags.Vu.V.PARTiN,(3S t137(41A (LC- JO NTSDIP A-r VARINZ0RLPt\NTRitoNS AT 55T-670_`RCCKa:Seto-nRU?P.,c..",1-1.-1"0\bs To PP 'tFAIRLY rASILY kor36Z::11.01.1EL CaoRITE-WItEDIriinor ARE RE-MINGRALIZCL,`,(Yjb\YA% 1)0 NOTSo;;GEaRcce-NT tiovEMENT:1:;,:)ary Co(a.c;,ON) apt-U: P1KTitX5F-EL-NPATFIC. ,DnEMINTITCD)AGUCLY FOLIATE:SovIa0IIAT MASSIVG 14\EJNOM-GRUK:1mEb(um DARK GREY CaDR.hll\W-Rit\f-S ARE Lb-r Sues ger lbeFFECT5. FoLATrotoLs ARDOOD 401) up -ROCK BREAKt AC,Re_65 V-OLiATtoto.btp5 4f,-30yr" 6oc; 6u-rIS Ncyr pRoti(t)arr Exc,c_PT-LOCALLY,\13,1,4 Sat-LIST, FELDsPicafte,MEDiort GRAltotiLD, -5u8-1-LF6SIIIETExTURE../ 1k)1114 t_ocAL -zon&isCF PRotiiNgt,IT t-,R-ANGLEFOLLATIOO. CTRIATED C1-11_0/RfrEBICH TONI 6oeAfkeCC)NIM) 41:L Re MoDERATELkeJUtJE I 69 75 ELEVAT IONPROJECT SEABROOK NUCLEAR STATIONHOLE LOCATIONBEARINGDEPTHINCLINAT IONDDHF-2PAGE 2 of 2J. R . RandLogged By:5/14/73DESCRIPTIVE NOTES1-1-1bP4TI-i(C,AS Ai3oVE.PoSs I BLY Lvirl_E Coig RS -GRAINeD11-1AN ArboVa.3LCn\,t(mg kola_E0 ori-14 eleirlre_K NO13 Ar.lb NIOn Uci,o361]. ItQFE-L1)31)A-VI(C. HATRIY. coNITORTD.ouATIoN). (META -110LCAOIC until)Sags-CIA AeoVci BCor-tiNG IvtocMckE- eto-m-E-FitckI, FUJER-GRAINED-BElou) 227! 1-1IGHLY coriroRzoPot4 AT/ON, so-r RE(s-rpt.i4T-KNG,Set-lisT, Fair:001C, 81 oTriE-RicH,HIGHLY Col.YroMD FooromoN.1,-Eo1uM-FtNE GRAINED,MEbturt -.DARK GREY. c4-1LoRITEAND PYRITE otv Totnyrs.0 SAM pi_E5 roP,-GeoTECitniCALt,.)611`,3EC=_Rr...5123/73269 5" Q,OTTOti OFJLIN.IE. I -7 3tc)il CONDITION OF COREDIPGRAPHIC LOGFOCK (5 E__ENDPILLY7FRES14.561N-rs 4-\ AVEMik\DR sTruNNG AN)DPYRI-rE CRO3TS, ToiN15 ARE:S11170-Te-o, Wrrti-PARTNGs DIP &P-107ACF05SARC r,3o-r- 1,1-5ukpasTAtoeb210 ,?OCK lEFREs C-1CLITEfi\R-rzs.AKEsuptLwur -ARE coPc1e-DOrri-i-PYgt7t PttoryoRPooDER Ako wat-lOcosl_t PPA GE,2sildiens;aes RCCK is FRES144Joint") AND rARTIOSs_ARE LwAGLYQ3ITEPPEM, sTRIATED,_Poll.51vci -,p)/ritete urearedPol i5kc Rock 15 FREst,t,PA RritoGs 1C-SLIPFEKY,250L.74,0 BORING LOCATIONN18311,E88393;INCLINATIONVerticalBEARINGDATE START/FINISHJune 8, 1973/July 2, 1973CASING ID 5 in. to 4 in. to 3 in.CORE SIZE2-1/8 In.TOTAL DEPTH329.6ftDRILLED BYAmerican Drilling and Boring, T. PaquetteGROUND EL (MSL) 16.8ftDEPTH TO WATER/DATE 15.2ft /Juit2, 1973 LOGGED BY Soil - K. Polk; Rock - J. R. Rand EL.MSLftSAMPLERATEOFADV.min/ftWATERor RQDCONTENTPRESSURE TESTSTRIKE, DIPF = FoliationJ =JointC = ContactB = BeddingSOIL AND ROCK DESCRIPTIONSuz n.0fa 41(Weathering, defects, etc.)(Type, texture, mineralogy,0 gcolor, hardness, etc.(c) caDepthftTypeandNo.is,orRec.%Graphic&PE-%psiComputed,,k10-"cm/sec!III/11111.0S = Sliekenside15.8-20-.--40-:-60---80-100--120---.:C7:_-10 r-:.Ls'AlA26TOPOF CLAY:-_---,---_:--- -.--.!..--_-_--C_Brown fine to medium sand with gravel pieces up to 4" in size (Fill).Light brown medium sand.Clean; uniform; subrounded grains----Similar to Sample A2, but brown.Light brown fine to medium sand.Clean; uniform,_Similar to Sample S4.-__Light brown medium sand.Clean: uniform: subrourided grains; contains a trace ofcoarse sand and fine gravel._Similar to Sample S6.-_:...:-Similar to Sample S6._Similar to Sample S6. --___Gray fine to medium sand.Clean; uniform; subrounded grains with a trace of coarsesand.-_Gray fine sand.Clean; uniform; contains one 10 mm size gravel and a few black-_Silty sand layers 4 mm thick. -__Similar to Sample S10, but contains a 15 mm thick layer of gray-brown silty sand=having a slight organic odor.--Similar to Sample 510. ..:,:_Similar to Sample 910, but gray-brown.-Gray fine to medium sand.Clean; uniform.--r20 75---TD6_7.-30 c57--.7CS8:' [lisp-7C510:_CSII_=7-.760 cs13.74ESA4A4169345254576074805821g--70:Es15:7C516-,80 ,.._-L_?1.7...7D18r00 D19-7--:-100Epgi--7DS22--:410E323-:C,:120D525_S241100000000043.346. 241.944.636. 830.734.334.228. 834. 830.9TOPOF TILL__--_-_-----_7_--C-----_7---_Gray silty clay.Soft; medium plasticity and sensitivity; contains several silt and7silty fine sand layers opts 75 mm thick and one 20 mm thick black organic silt layer.-Silt and fine sands layers give a very fast reaction to shaking test.-s(tor) -- 0.13-0.15 tsf 11-:Giay silty clay.Very soft to soft. medium to high plasticity; medium sensitivity:--contains a few fine sand lenses up to 8 mm thick.suitor) -'0.10-0.13 tsf--Similar to Sample S16.s.(torl -- 0.17 taf-,--Similar to Sample S16.su(tor) = 0.16-0.18 tsf--_Similar to Sample S16.s0itor) = 0.18 tsf-_LISimilar to Sample 816. suitor) = 0.19-0.21 tsf -:-Similar to Sample S16,suftor) = 0.20 tsf--Similar to Sample S16.su(tor) = 0.17-0.19 tsf--.Similar to Sample Slti.suitor) = 0,23-0.30 tsf:---Similar to Sample S16.suitor) = 0.19 tat--_Similar to Sample S16.suitor) = 0.15-0.18 tat.f Lost 20 cu. ft mud @ 125 ft]..._--.7Gli26',15jDNX-1--71021000TOPOF ROCK-::-:_Gray silty gravelly fine to medium sand,Widely graded; contains angular gravel--piece" waiRierwit Walla.128'10"-May be top of rock.129.6iipot,- moderateoderate wx. May be boulder in...._bit,no--1recovery1394" Tnp of cowl rockz.NX-2974.167rn_DFairly fresh.Slight wx ten-gmv in fwapri,shusd Is_.stainMinor rust-y- , -,,$Secoharisst, gntscil.c.Medium to mediumprominently follantled.1 Feffaaltithico.:--_-:7---:er.i0N_N- Standard penetration repistance, blows/ftRec - Length recovered/length cored, %RQD -Length of sound core 4 in. and longer/length cored, %s- Split spoon sampleGroundwaterU- Undisturbed samples8 - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GEID- Drilling breakk - Coefficient of7,8permeabilityNOTESA - Auger sample1) - su(tor) =Shear strength measuredwith Torvane._SEABROOK ST ATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYg Mad engIneas g ..n.,,,,,.......Date: October 4, 1973Project 7286PAGE 1of 3 ILOG OF BORING F4 (1) GEMISCHNICAL ENGINEERS INC.

BORING LOCATIONN18311, E88393;INC LINA TIONVerticalBEARINGDATE START/FINISHJune 8, 1973/July 2, 1973CASING ID5 in, to 4 in. to 3 in.CORE SIZE2-1/8 in.TOTAL DEPTH329,6ftDRILLED BYAmerican Drilling and Boring. T. PaquetteGROUND EL (MSL)16.8ftDEPTH TO WATER/DATE 15.2ft /July 2, 1973 LOGGED BY Soil - K. Polk: Rock - J. R. Rand L.MSLftAMPLERATEADV.,min/ftR DCONTENT or QPRESSURE TESTF = Foliation 11STRIKE DIPJ = Joint=CContactB = BeddingSOIL AND ROCK DESCRIPTIONSa:(Weathering, defects, etc.)(Type, texture, mineralogy,0 ia,4color, hardness, etc.) alIGraphicmpsiComputedk0-4cm/seeDepthtTypeandNo.NorRec.'" " "130S = SlickensideCONTINUED FROM PREVIOUS PAGE-140-160---180-:-200---220 ---240---260-:-2E6.2-_-11ICLI---_----_0NX-3NX-40699007593gg11061639510235746750117457093109100429596876710087165100605910067712.62.72.42.65.42.14.58.95.85,73.44.95.59.38.012.012.012.010.79,07,3g,37. 07.28.37.06.08.09.08.05.28.27.712. u19.064-54334250o102000005706217016300140001IIL150-1GulpsNo rusty staining.Most part,ings cut across foliation-dip200-35'.Many low-anglepartings are smooth.Chips-Fairly fresh.May be slightangularwx of feldspars.Partings arepowdery, but not rusty.Dips NE?5 Angular chips-Even joints intersectAn61 gone of intersect-at about 90ring smooth evenr 1),11,1,s 8 1 ightlyq vuggyweathered, vuggy.170.6' ---, -...-7--__-_4,...... ---- -_-As above, gneissic schist.Mediumgrained, weakly foliated.--_Z-----0,Approx contact depth-dip 45'-7160--L170----180-190----200-_-..-210--11.2--NX-5NX-6NXNX-8NX-9NX-10NX-11NX-12N X-13NX-14NX-15FAligChipsWeathered, moderateExtreme wx-to extreme wx at dis-sandyModerate-continuous intervals alsevere wxshown.Not rusty. ExChipstreme wx-decomposedExtreme wxto soft granular, tin-Chips-moderateconsolidated.Rock1._)1-.i.-I--4-4141t4_1-4-' Extreme wx 01 diabase just below -contact--Diabase.Dark gray, fine-grained, -with scattered dark green olivine:specking.Olivine wx to tan speck-7-ling.Massive texture._Note - Rock appears to be closely_:* jointed, but does not show evidenceof shearing.Joints frequently at:80, suggesting 800 dip on dike------7._--wrApirrAIRINFAIprOPPr-'--_to severe wxChipscrumbles at extremeExtreme wx-ax; is sectile, soft atcrumblessevere wx.ChipsExtreme wx-Weathered throughout,crumbly earthymoderate to extreme,material,blackbut predominately se-Earthyvere to extreme, softChipsrock chips to crumblyChipsdecompred earthyChipsmater a .AMIPIII+-ti Quartz-feldspar veiningI'.q;t74a,Slightly to moderately wx.-Moderately to ex-_Chipstremely wx-locallyoccurs as crumble-Chipsearthy material, is --about 5' Extreme wx, continuously separa-of core soft, earthy tad by chips of mod-lostmaterialerately wx rock.-Extreme wxBecomes less wx-earthyslight to moderateChips-slightly wx.Some rustyto moderately wxstain on joints.1.5' core lostCore lost-probably-7_i_. -sub-vertical,.-'-- -'medium to medium-vertical.t, gneiss ic, feldspathic_..-- i,ainec, medium gray,not-4 -)12 5'eafrz 'feldspar in contact zone:- ..PrAi(Actual contact not seen-may be a7(Afoot or two lower.)-t--:Diabase.Dark gray to sub-black..1-e-ed.t-4-Fingrain--Apparently cut by closely-spaced--1-1-Not apparently-1-broken by shearing. 4- ----t-+--4-__4-r---(---4--.4-Fairly fresh.1-"Olivines not discolored except--I--I---1----1--4--_-1--4-4.--I-4-4-Diabase.Locally has angular.....feldspathic inclusions.--_r-1-.---..'i--44._Diabase.Dark gray, fine-grained. -1i--Z4---PAVANNx-ie--- NX-17:_ NX-18-NX-1S-23c1' NX-2C_:NX-21Z.-NX-22_-44,_ NX-23:-1----NX-2E-_-25C-NX-2C,_t--_-NX-28-260--NX-29-- NX-30:-:NX-31:- NX-32727r-NX-33:--NX-34----28CNX-35-= NX-36:-NX-37284-NX-aaPMMEINIIIIIMISVAIIT/AIi_ .-3-i_-, --_------_extreme sexExtreme sex,Looally fresh inter-sally, but subject tomoderate wx on joints. Extreme wxExtreme sexChipsLocally fresh internal,but subject to moder-ate to moderately se-10" core lostvere wx on joints.ChipsChips -fairlyfreshChips-moderatelyWEChips-internallyFairly fresh to slightlyslickensidedwx,Conchoidal slick-ensided surfaces lo-Severe wxcally.Chlorite con-centrations(?)wrAmmihips-ir AMA'FA=PP4le_NX-241/41111=621EPrigrejI AilKIM=21111F/AINDIPPMmr.I.A...:--Chips- fairly -'fresh-:Chips-internallyFairly fresh inter--slickensided on con- natty, except locallychoidal surfacesgoes to moderate toextreme wx,IFIFIM,PIANAm12.011,411M.--::7--inN- Standard penetration resistance, blows/ftReo - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length cored, %- Split spoon sample; GroundwaterU- Undisturbed samples9 - Shelby tube'N - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - 0E1D- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTESSEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYU Med 6ft0186f8 .ocne....-. mDate: October 4, 1973Project 7286PAGE2of3ILOG OF BORINGF4(1) GEOTECHNICAL ENGINEERS INC.

BORING LOCATIONN18311,E88393;INCLINATION VerticalBEARINGDATE START/FINISHJune 8, 1973/July 21973CASING ID 5 in, to 4 in. to 3 in.CORE SIZE2-1/8 in.TOTAL DEPTH329.6ftDRILLED BYAmerican Drilling and Boring, T. PaquetteGROUND EL (MSLI Itft  ! Rock - J. II. Rand EL.NISLfSAMPLERATEr RODCUTENTRPRESSURE TESTSDTPTRIKE 'Fellation,t = JointU - ContactIi = Bedding.Sti,il, AND ROCK DESCRIPTIONSie 4M ,,j(Weathering, defects, etc.)(Type, texture, mineralogy,0 =cetor, hardness, etc. '-' mCraphicpalComputedis-4 on/seeDepthftTypeandNa.NDror1:,DV.Rec.in/f1)0SSlicl ensideCONTINUED P10GM PREVIOUS PAGE:284.___287.2--280'__-300-7.-=_-310_:L-.300--7320:e-L--329.8NX-39NX-40NX-41NX-42NX-43_NX-44_NX-45737010290107100989.00.75.05.46.74.75.010425073789487=--R- IP..10-.:-. I-gg_ - 1,7Extreme wxFairly fresh.Drillsfairly well.lost breaksacross Core' -po85lishedsite kens ides 'Fresh.Some minorpowdering of feldspar.phenocrysts.Minor50-Chloritepowdering on joints.Fresh.Drills we.well,Curved joint-Parts on chlorite-highly chloritie.,,smearedstriatedslickensidedslippery joints.,75: Joint-chloritesmearedcoated-striated4-f- f-/--t-1- + +-I--1-_,i.'l-+-t-t- 1-I-i-_.,_if" +---7---_--Diabase, Dark gray, fine-grained,zwith small scattered dark greenphonocrysts and scattered small:white feldspathic phenocrystspeckling,--_-,AdiIPA1!I1PP-BOTTOMOF BORING--:_-:7:--:--L'-:-:-::--...:-:.::-----7:-..;..:":-:020NN- Standard penetration resiatance, blows/ftececovered/lengthR- Length r cored, 'itRQD - Length of sound core 4 in. and longer/length cored, %U- Undisturbed sampless - Shelby tube. N - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GMD- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityS- Split spoon samplea Groundwater_ounNOTESSEABROOK STATIONPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYa trilled engineets rcDate:October 4, 1973Project 7296PAGE LOG OF BORING OEOTECHNICAL ENGINEERS INC.

BORING LOCATIONN16553, E90235;OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHNov. 10 1973/Nov. 14, 1973,CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH243.6ftDRILLED BYWarren Geergn, ilICIA , P. Schaeble, J. HarrisGROUND EL (MSL)-9.1ftDEPTH TO WATER/DATE Tidalft /- LOGGED BYSoil - K. Polk; Rock - J. R. Rand EL.MSLftSAMPLERATEOFADV.min/ftWATERor RQDCONTENTPRESSURE TESTSTRIKE, DIPF = FoliationJ - JointC-,,-- ContactB = Bedding44 QSOIL AND ROCK DESCRIPTIONSC4 4(Weathering, defects, etc.)(Type, texture, mineralogy,9. 0color, hardness, etc.)'-' ge%GraphicIii:npsiComputed_A k10 `cm/secDepthftTypeandNo.NorRec.0111T/11110S'. Slickenaidp-9.1-20 ^719-346_0_730-4L7- 60-80 -,7-100 -7.3-120 -711-152.9-L:7[:E:-7:-720 E-:7EIS6-:29,5Si8283S4S53351*1456769652)NoneTOP_-OF TILLLight gray fine sand.Uniform; clean.Gray medium to coarse sand.Uniform; Olean; Subangular to eubrounded grains.Gray-brown gravelly sand.Widely graded; slightly silty; ubangular to eubroundedgrains; contains several gravel pieces up to 25 mm in size.Similar to 93, but sand is mostly fine to medium grained.Light gray fine to medium sand.Uniform; clean.Similar to Sample 95.p-`I_--S7S7A148/6"* 87*123TOP7[Se:-:-:OF ROCK-Brown silty sandy gravel.Widely graded; fines-are nonplutio; angular to subangulargrains; contains gravel pieces up to 30 mm in size.Light gray gravelly very silty fine sand.Uniform; fines noulastic; contains severalangular gravel pieces opts 15 mm in size.Similar to Sample S7A, but contains gravel pieces up to 36 mm in size.-33.0i-40_83979410210099100100100100100981001001001I7g989810.06. 05.05.04. 06.08.06.04.06.66.05.04.06.05.0g.g6.05.01)295049558597819690705097658385"g8888_ :.:_....I:1:7-:-,-__7.-7..----N63E, 629E F-0032W, 40SW J -0470W, 388W F -k15W, TONE SN16W, 58NE .1N21E, 35SE SMN: fiNE i :---N20E, 28N W'S : :well. Joints and part-P.Hard, but isaffected 42 l' Diorite.Fine-grained.throughout by slight to4-- 4-Fuecontact dips 55Minor wxmoderate bleaching (pre-, +Diabase. Greenish tan, bleached.-140 -713xNQ-15-7:---_:-"r 60_.7_:_--no..-:-10:7--712-.-:-x_:--140-_ NQ-1NQ-2NQ-3NQ-4NQ-5NQ-6JIQ-7NQ-8NQ-9-NQ-10_NQ-11-NQ-12-xNQ-13-,.NQ-14-INN?,..--1.7".NQ-18.-xNQ-19%/MAINxr v46 8,1some hydrothermal). Joint)" "-show minor wx effects.Diorite.Fine-grained mediumBleaching does not seem.I tannish-gray.Moderatelyt- Talcto degrade rock strength.,. 'c.,bleached.Quartz diorite.-*z1 V2.4,0; Pyrite.,.-*,.,,.So7.2,'A%sA-'---*H36.0, Fused Intrusive contactFAIFFIiP.IIIlil/I1I1FrA.."*BleachedMabee.Bleached at top.0 DFresh and hard.Drills',Ir._ fI0 Slight wxwell.Only local and_4. Fused contact dips about 68L-*D91. 9' Diorite.Fine-grained, madI- Dminor bleaching effects....'A7,7Minor,. ,tannish gray.Some minorchloritex'..rbleaching.'I`X).'Minor wx -r. ax_ Minor wxFresh and hard. Drills-" I-;well.Minor surface vixIt" XDiorite (7) or feldspathized_ effects on some partings..,X-,I.quartzite (7).Fine-grained,Xquartzes*, prominent foliationN-.,X,,PyriteX xshowing high, but quite. Graphite( 7)-dips 63variable dips.r.p Polished slickensides; , XXDiorite.Quartzose and locally't Polished slickensides-_- DFresh and bard.Drillsz -well.Some minor wx ef-i Pyrite-feats ea joint surfaces.t Slickensided-tiljontaeTop _._,z 5 of diabase isD...bleached, hard.a.7.'Minor wxMSlickensidesFresh and hard. Drillsconchojgja well. Slickensides doPyrite-8116.3D- not appear recent, aresidescommonly on irregular,interlocking surfacers.Fresh and hard. DrillsEoInge are locally slick-eneided -144.5' slink-Polished ensides. High polish.P.r.Fine-grained, med-turn gray.Local minor bleach-log.zrKContact dips about 25vII' 111 4'2- ,BleachedDiabase.Fine-grained, 4+grades to dark gray below6'bleached zone.A-.11,-..417Ire,irip_ACO-00I,Diortte.Fine-grained, med-ium dark gray.Irregularly" "foliated throughout.'I wwx " zy ,%rX3,>.rr,,.., Fused, welded-:,.. breed.%lam0.0 29.30.011P-alickensides-145,-_e@NN- Standard penetration resistance, blows/ftRec - Length recovered/length cored, %RQD -Length of sound core 4 in. and longer'/lengthcored, %s- Split spoon sample.GroundwaterU- Undisturbed sampless - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- Osterberg0- GmD- Drilling breakk.. Coefficient ofwx- Weathered, weatheringpermeabilityNOTES1)-Roller bitted to 40.5 ft2)-No clays present; therefore no watercontents were determined.3)- This is only a partial list of dip andstrike data.* - 300 lb. hammer used.SEABROOK BTATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYg utted eretneers II 07110.11ANII MCDate; November 23, 1973Project 7286PAGEIof2ILOG OF -BORINGADT 18(1) GEOTECHNICAL ENGINEERS INC.

BORING LOCATIONNI6553, E9023N OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHNov. 10, 1973/Nov. 14. 1973,CASING ID3 in.CORE SIZE1-7/8 in.ftTOTAL DEPTH243.6ftDRILLED BYWarren George, Inc.;, P. Schaeble, J. HarrisGROUND EL (MSL) -9.1ftDEPTH TO WATER/DATE Tidalft /- LOGGED BYSoil - K. Polk; Rock - J. R. Rand EL.MOB.ftSAMPLERATEOFADV.min/ftWATERor RQDCONTENTPRESSURE TESTSTRIKE, DIPF = Foliationj = JointC = ContactB = Beddingie NSOIL AND ROCK DESCRIPTIONSlia'a(Weathering, defects, etc.)(Type, texture, mineralogy,518 z_ FA%GraphicgmpsiComputedA k10-'cm/secDepthftTypeandNo.NorRec." " '110S = SlickensideCONTINUED FROM PREVIOUS PAGE-2M.9- 60-180-200-220-240-RE.7--9ff.:1801',I,,Ii i. N Q - 2 9.IA NQ-21IIt, NQ-22Ia NQ-23IIQ-24kIINQ-25...II 14Q-26iA QN -27IA NQ-2811a NQ-291INQ-30gI,.NQ-31IIAIIa NQ-931IQ-34iIIIAIIQ-371I]Q-38IQ491001001001001001001001001001009910097100100100100100981006.04.05. 05.05.05. 05.06.04.05.05.06,05.05. 05.05.05.05.05.05.09788946910087616090888 06782879252011006014 41,19.3/II0.0a100N81E, 35SE J ----N42W, SONE aN OW, 76NE SN 0E, 44NE J_1478W, 608W F -1426E, 71NW F 1titR; g2U S'1473w,3W, 68SW S -N20E, 70SE C .hT3OW, 40NE J -N82W, 48NE F :N73W, 30NE JN21W, 49NE C - -N55E, 80NW C --:NOSE, 34NW S --:5rIM: NIP7N20E, 64NWT - ,:, 'N58E, 46NW J :N75E, 275E J :NOSE, 44NW S 7N12E, 1514w 3 ,:-N57E, 1214W S -WISE, 57SE a :_1164W, 64NE S :-NIOE, 651f1W J :-N16E, 3414E S ---N32E, 325E S --1411W, 38NE J --N57E, 88NW J --"N44W, 74SW S_:-N90E, 35SJ :N45E, 42NWJ rN23E, 765E C -:,--:170Fresh and hard. Drillswell. Only very minorwx effects on jointsand partings.Pyrite55ft"so -X e 5,-. ..Diorite.Fine-grained,-...11 medium dark gray.Irreg tarty foliated throughout.A:-',Diabase_A A .1,x .._x .z hard. Drills166.8,Fresh and'.60. 04-+-4.71 168.91Diabase.Unbleached.Diabase is tan-well.ri 0..1- +Intrusive contact dips 50bleached, but adjacent$ aBleached tan. Fine- 7diorite is not bleached. +,piorite0,__grained.Hard..9Shart contacts.51Slickensides-Moderathly to severelyApparentlywx.Softened. Locallyweldedweak.SlickensidesPyriteFresh and hard. Local;,slickenaidesslickensided zonesIlated to folding.Pyrite'.....1:- Fused contact dips 800_x x >0 x xDiorite.Fine-grained,-A .X xmedium gray.-xafused intrusive contact -',lin. 5,1=11arIII-ril00.03_,.,Fihety."-,,, 'Coarsegirl .45.189I11,1appear tobe old. Re- tZ61L'_-4_,t_..1 x- . I-.AQuartzite(?) Thinly foliated,--- Fusedvariable dips.Fine-grained, 2r---,brecciamedium gray.-, ,..Quartzite, as above.Well-- '.-foliated.--'.. . '-'-'-..'...Fused feldspathized contact-,' BleachedFresh and hard. Lo---.202.0 'a0 Moderate wxcatty subject to slight -'---n-Tphanitic rock-quartz eyes.--!to moderate wx effects -'-'-Yk x- Quartzite Bleached (hydrothermal?).-i Moderate wxon joint surfaces.x, 5 >Diorite.Mixed medium fineqHighly polished slick- Vxs Grayquartz diorite.Coarse--enaides at 113'. Also,,, Localgrained quartz diorite and:It Highly polishedat 117. 6','`,e x , Bleached quartzitic,6 smooth shaken-X X x..:-sides, dip 60_2176,' :IQ-32I.30a.., 08.600.02iHighly polishedHard, but bleached5 ), 5'Diorite.Bleached throughoutelickensidesthroughout to lightX Xfi :Slight wxgreenish tan. Presume.: ,. ..,to light greenish tan. Fine--grained quartzose.-Dhydrothermal bleach..e x-Hard, but bleached ,Fused contact dips about 600226.0:DDiabase.Bleached to lightthroughout,Drills. tA..1:1,Slight weMinor surface+ .I - .1.-greenish tan.Fine-grained ...:well.MTalcwe effects on joints.4- Joints are not shaken- 4 -4speckling...._sided.1- 4--:-O1 1- 1:gnu, Fused contact. Irregular din .__.-/ gir.175.80.015P,x X ADiorite,Bleached.Fine--,),A-1 x atYgrained, greenish tan,--BOTTOM-OF BORINGr-__--_-..-=_-_:-_X Note: High-polish "joint" at7213':Strike,,N45W,Dip 61 NE----'7.,------..-gga0NN- Standard penetration resiatanoe, blows/ftRea - Length recovered/length cored, %RQD - length of sound core 4 in. and longer/length cored, %a_ Split spoon sample.4. GroundwaterU- Undisturbed sampless - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GETD- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTESx - Oriented core.USEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYMW enginsasDate: November 23, 1973Project 7286PAGE2of2ILOG OF BORINGADT 16t42011ISCIINICAL IINGINECHS INC,

'BORING LOCATIONN16571, E90280; OffshoreVerticalBEARINGDATE START/FINISHJan, 4, 1974/Jan. 7, 1974CASING ID3 in.CORE SIZE1-7/8 in,TOTAL DEPTH240.3ftDRILLED BYWarren George, Inc.; P. Schaeble, J. HarrisGROUND EL (M8L) -4.0ftDEPTH TO WATER/DATE ft / LOGGED BYSoil - K. Polk: Rock - J, R. Ran EL.MSLftSAMPLERATEOFADV.mm/ftcvsNELIT orRQDPRESSURE TESTSTRIKE, DIPF = FJ =Joioliati onntC "ContactB = BeddingSOIL AND ROCK DESCRIPTIONSa.) Pgg 1(Weathering, defects, etc.)(Type, texture, mineralogy,Q%Graphiclf,MpsiComputed400- em/secDepthftTypeandNo.NorReo.IIIIIIR.= Simkenald-4.0-20-7-40-_602-100--120--140---7-10-:1-20-:--30_-1)3)NoneTOPOF ROCK--...__-------_-40-:---_:-5:--_---..7-:7:9000.----12 -_.7-131:--141:NQNQ-2NQ-3-NQ-4-NQ-5NQ-6NQ-7= NQ-8NQ-9-NQ-10NQ-11NQ-12NQ-13. NQ-14NQ-15NQ-12)100100100100100100100100100lOft00001001001001005.05,25.34)5,-11853687103100100631000807875988298876)N62W, 61NE JN79W, 25NE Jf4,93k. RE iN11W., 638W CN76W, 39NE JN 7W, 42SW 3N73W, 29NE JPyriteFresh and hard.DrillsDiorite.Fine-grained, medium :well.Minor surface wex , 0dark gray.Generally massiveILeffects on joints and partings, , Y Itexture.-.,, ..,....::Sligh WeFresh and hard.Drills, ) ,,well.Local slight wx onw w vpartings.Partings dip 10-'to 20.Few high angle, "Y 0 Vojints .wvw x )Slight wx-P7'--'tact dips 300'-e-+C) e'i2.56.9 *IIAp411AFrOl104railFor,A1II+. 4- .59.0,..,.Lx25n contact diOpens1 -,6----P-63.-._,_0 6-Diabase.Fine, feldspar spots.Open contact dips 30_2_-.:'-..., 67.7Slight wx,..DFresh and hard.Drillsv . -.,, Slight-well.Joints and partings,,vbleaching--, : effect-are not wx. Not slickensided-Diorite.Fine-grahted, medium--. 0 vdark gray.Irregularly foliated z)).throughout.Some very vague: 0avbleaching effects, 84-85'...---,- _Welded breccia--Fresh and hard.Drills$ ., , Minor bleaching--._very well.Polished slick-e a-v v-ensides 06 98.6' on 60' foil-a v Diorite.Fine-grained, medium.;ation plane.Apparent minor.1.`-??,..dark gray.Locally foliated.:palehedhydrothermal bleaching at)` f.: s.--.92'.Joints are clean.,--_-1-slickensides _di s 38°...;:.:___103.i_ClEr.=1_pttact;::Ill),.-:it.ea-11111, +.4- , Chill zone-brown'0+' 1.471*. 4Diabase. %verily, fine-I k."-",e,-;!"-.0 1"g'rqused diorite inclusion at0Fresh resh and hard.Drillswell.Joints and partings1.- k- 7109. 6 - 110. 0'-Subvertioal show only very minor nor-1,4-jointface wx effects.4-I.'+ J-gray, sub-black throughout.+ +- Brownish at chilled contacts..--_-... Prominent-1-.4--r_ . feldsparI-+ +17). i- +-spotting-i 7Fresh anar.Drills4- I--Fhd hdDill0-mi., t1, well.Graphitic partings,. F 4- F...Fused contact dips 71 Chilled-G-o,lrivute'-rap135' to 138', appear pal-05" 132.0,Morite.Quartzose.Fine-.striatedJelled, but are nut onv 7+ 1-v a. vgrained, dark gray with irregularPolishedplanar surfaces.-graphitev acontorted foliation throughout.No meaningful dip direction.-:7,xX4 IC143.--7N- Standard penetration resistance, blows/ftRae - Length recovered/length cored, %sound core 4 in. and longer/length cored, %RQD - Length of souS- Split spoon eample.; Groundwater- Undisturbed eamples Shelby tubeN - DenisonF- Fixed pistonP - Pitcher Osterberg0- GEI- Drilling breakIt - Coefficient ofam Weathered, weatheringpermeabilityNOTES1)Washed through soil to 33.5 ft.Na sample taken.2)Roller bitted to 34.8 ft.3)No clays present, therefore, nowater contents were determined.4)Drilling rates for NQ-4 throughNQ-13 are 5 to 7 minutes per ft.5)Drilling rates for NQ-14 throughQ-375$ 5 to 10 minutes per ft.SEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYFA/ mead englneas wowerwtwo W.11611, ...........,...-n-,--Date: January 14, 1974Project 7286PAGE1of2MC OF BORING ADT 16A(1) GlaCRISCHNICAL nISOINZERS 1NC, BORING LOCATIONN16571, E90280; OffshoreVerticalBEARINGDATE START/FINISHJan, 4, 1974/Jan. 7, 1974,CASING ID 1-7/8 in.240.3ftWarren George, Inc. ; P. Schaeble, J. HarrisGROUND EL (MSL)-4.0 ftft / LOGGED BYSoil - K. Polk; Rook - J. R. Rand ELMSLftSAMPLERATEOFADV.min/ftCONTENTer INDPRESSURE TESTSTRIKE, DTPF = FoliationJ =JointC = ContactB -.* Beddingre PSOIL AND ROCK DESCRIPTIONS(Weathering, defects, etc. )(Type, texture, mineraloyy,ppcolor, hardness, etc. )Y%Graphic,1Mp0iComputed k10em/BeeBegat'TypeIandftNo.NorRec.(.((iyi(190S = SlickeraistCONTINUED FROM PREVIOUS PACE-160-180-200-2206-24050160080901001101III340INQ-17iiNQ-18INQ-19..Idi NQ-20I;LNQ-21II6NQ-22I NQ-23'1 Q-24I1!.Q-25I16 Q-266 Q-27Iii @-28L. Q-29I1Q-30II" Q-31aI Q-32.,.L.1-34ii1a NQ-35Ii NQ-3INO-3100100100928598100100100100881021001009810093989210083000092859410197100100100se 17883100Kitik; RaiffN45W, 279W JN25W, 56NE JN61W, 358W JN84E, 67SE FN11W, 18SW SN23E, 50SE F/447E, 76SE FN25E, 76SE JN 5E, 34NW JN5OW, 26NE JN74W, GONE JN11E, 11NW JN 6W, 24NE JN21E, 20NW J0671W, 37NE J5436W, Vert. JN 9W, 63NEMt; liSe'NNW, SONE FN28W, 525W SN 1W, 51SW49W, 29SW JWISE, 29NW J N86E, 27SE9658W,58W, 58NE CN32W, 36SW JN 5E, 66SE JN55E, 73NW JN57E, 30SEN24E, 400W CN76E, 62SE JN72E, 65SE JN6OW, 258W-Fresh and hard.DrillsI 7.-very well.Joints and part-*s *OrientDiorite.Fine-grained, dark .7.ings are fresh, not slick-Iensided. a ..y.gray quartzose.Irregularly 7a y'foliated throughout._- s r-_.1 )-.0.V...r a--Fresh and hard.Drills a.,-a v a..Diorite.Fine-grained, dark -well.Joints and partings .., ,gray.Irregularly foliated--throughout.-clean.Tends locally toa....,,,..--paon high-angle foliation. r.-portCa r---.i7a.',.*-VFoliation.>< rt r" MinorDiorite.')t ,'Bleachlight__--...-)..'diorite.Shows minor greenish hydro- y ',7 ...*-,thermal bleaching.Hard.,... ),.Coarse-grained,greenish gray grano-Some minor hydro-thermal alteration :-..._.---,.',Diorite(?)Fine-grained, med-*I'..."

  • Coarseium dark gray.May be-.,r.-a,-acquartzite ( ? I--Fresh and hard.Bleachedz___-* ,Veined contact dips 60as ", --, 119 0.1i antiofti11-locally hydrothermally.t_ 1... 4.Diabase. Fine grained, bleached-Joints and partings are not4-- CBleach tannish gray. Bleaching digs:+-4._slickensided.-+-out at about 196.3,+ 4- ' Becomes. -acesDiabase. Fine-med. dark , -,)--tir't--1 dark gray gray. Fused contact dips 60" :1,,.Not wx.Subject to hydro-;'ac X198.8Ithermal alteration,Bleach-1 .,',.,),., BleachGranodiorite. Medium 7lag.Joints and partings not l-.'Possible fault-Itcoarse-grained, lightr.r.-, Groutalickensided.,..,*,2tighttannish gray.---talcBleach,__.....=,e' ...,, ' ' Blh-.r .1'-Y Fused fault (7)-t-,:%I.4; Quartzite(7)Diorite. Fine-7X*. 5 1,'grained light brownish : Fresh and hard.Drills well.)7-. .77_' Quartz-feld-gray.iI' 24 0-0 spar peg.Diorite-granodiorite.BleachedMedium to medium-Locally bleached (hydro-1,.. 14 'sfine grained, light tan -7thermal alteration) but is not t`' "'X ),..'niah gray (due to hydra-.1)4theal alteration).rmaterially softened.s Bleachedthermal*Locally unbleached.-' 'Pegmatite-, ,e3Em Bleached diabase Fused contact dips 37`r1ml't..--,:-.7. 1.1230. 7.Fresh and hand.'Fresh+ i- .e BleachedDiabase.Fine-grained,light tannish gray.f + -,i Not- t" +,BleachedDiabase.Dark gray.-. _ ..-iBOTTOMOF BORING"....::-7-N- Standard penetration reelstanes, blows/ffRoo - length recovered/length nand, %RCM - Length of sound cora 4 In. and looger/length cored, %8- Split spoon sample; GroundwaterU- Undieturbed samples8 - Shelby tubeN - DenisonF- Fixed MelonP - Pitcher0- Osterberg0- GM- Drilling breakIt - Coefficient ofvat- Weathered, weatheringpermeability'NOTES6)This Is only a partial list of dip andstrike data.x - Oriented core.SEABROOK ST ATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANY0 mead engine= .- -Date, January 14, 1974Project 7286PAGE22ILOG OF BORINGADT 16Aoncsnacwwm.i. ZNOINKBPLI INC.

BORING LOCATIONN16545, E90195; OffshoreINCLINATIONVerticalDATE START/FINISHJan. 81974/Jan. 14, 1974CASING 1133 in.CORE SIZE1-7/8 in.TOTAL DEPTH240.0ftDRILLED BYWarren George, Inc. ; P. Schaeble, J. HarrisGROUND EL IMSL) -8.3ftf / - J. R. Rand EL.MSLftSAMPLERATEOFADV.rnin/fCaT,BIT er RQDPR SSURE TESTSTRIKE,KE . DIPF = Foliation,1 = JointC = ContactE = BeddingSOIL AND ROCK DESCRIPTIONSr,1rn ;14(Type, texture, mineralogy,0 tzcolor, hardness, etc.) alDepthfTypoandNo.NorDec.1kGraphicgmpsiComputedk10-4cm/sec-8. 300S = Slio ellflill.80 ---100---120 ---140--::...---:10_:.::-20.---:L30--1)3)NoneTOPOF ROCK---_-..---------7.:36.-:-40-:-::40-_,7760--:::70:-----_:-90:-:-^10107120:-:1430-7-:44--NQ-1NQ-2NQ-3NQ-4NQ-1NQ-6NQ-7NQ-8,,,Q-9NQ-10NQ-11NQ-12NQ-1398001009810000100999497981000049390799410010093979393870090N79E,31NW .1N45E,66SE JN42E,58SE SN29W,30NE SN59W,41NE .7N50E,76sE cN79W,68NE JN34E,89NW CN25E,34NW CN31W,67SW SN68E,29SW JN36W,58NE Sa.1Ik611"1.,k71iiVEiiE!".:..z.!11--I.!iII1I111ii!El;I,It'IIielriteFresh and hard.Drillsvery well.Very minorsurface wx effects on jointrl"and partings.No slicken-Manganesesides.Fresh and hard.Drillsvery well.Minor surface,_,wx effects on joints andlax*.VI).v'X S. Xy .. Ay>,."7"x a v* Y S3.<').'X0 a .0x a . 0505 X a v. N' v V 'Ax r 4' x r ra NVY, ),aj< a xmediumDiorite.Mixed fine-grained-foliated dark gray diorite in-medium-coarse-grained,gray granodiorite.Foliation in fine-grained dio-:rite is wavy, irregular._ --- -Diorite.Fine-grained, dark' 7.grey.Internally complex fold- :ing.TranwittnnolFlaeri C,rntnet-,iIIIPA01/II4I11IIIiIP4111Ppartings. Not slickenside. , Icy, 1*Da x .Foliationa v. av Y V.Verye-graine d, thnly lami-nated, wavy, drag-folded lami--one.Pinkish brown and dark-gyaaltisattglei:..Chert, as above. Contact dips 55"Fresh and hard.Drills4-4--4-4-very well.Very minor4t,..surface wx effects on4- , I-Joints andNo 4_4_4_partings.X ,,Diabase.Fine-grained, dark ..".;gray.No bleaching..-6 7,Fused contact dips 550 slickenaides. a. ay":4 v XX V ),v x y v.1,.1.Xa 4*.a v-1,x aPolishedFresh and hard.Drills" ' CslickensidesX 14 ,very well.Small polish y ,on 20 partingsed slickensides ata a 96.6-99.7, on low-.". ,`055angle partings.Not7 7Pyritebleached,y yv v aDiorite.Fine-grained, medium-dark gray.Locally vaguely -foliated.Pyrite disseminatedlocally.-----Diorite.Fine-grained, mediurftdart gray.Fairly massive.: -.--i9 .Open coritaot dips 20-1---i-1-1-4-1-v1-+-4-1-,..,- ...Fresh.Not bleached. .-'14- 'DHard.Drills well.Joints 4- +- t.Slight polish'Diabase.Fine-grained, dark.gray.Not bleached.-' Fused contact dips 5e7122.2are fresh to very minor4: 0 surface wx effects.Not0 . . slickensided.y So"...a" -'...'Diorite.Fine-grained, mediumdesk gray.Contorted foliation*.Irregular intrusive contact cts7(t:128.4Fresh and hard.Drillswell.Minor chlorite on.1- ,--f 1-4 .1-1-f "1" l' 1'4.1-v* ,_,.. 7_Diabase.Dark gray, fine-...grained.Not bleached.--.-37 7, Jagged intrusive contact-fused. -Chlorite-some joints and partings,striatedNot polished,Not 'ax.-Not blpached1aa...* w.7x7-...,..Diorite.Fine-grained medium:dark gray. Wavy irregularfoliation. Quartz diorite.:1424--NN- Standard penetration resistance, blows/ftRan - Length recovered/length cored, %RQD - Length of aound core 4 in. and longer/length cored, %- Split spoon sampleZ GroundwaterU- Undisturbed sampless - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GE1- Drilling breakk- Coefficient ofWa- Weathered, weatheringpermeabilityNOTES)No samples taken.2)Roller bitted to 38.0 ft.3)No (days present; therefore no watercontents were determined.4)Drill time for entire boring from 8 to15 minutes per foot.x - Oriented coreSEABROOK STATIONPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYg silted engineers . ---. IrcDate:April 11, 1974Project 7286PAGE12_ofILOG OF BORINGADT 16B(1) GEOTECHNIGAL ENGINEERS INC.

BORING LOCATIONN16545, E90185; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHJan. 8, 1974/Jan. 14, 1974,CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH240.0ftDRILLED BYWarren George, Inc.; P. Schaeble, J. HarrisGROUND EL (MSL)-8.3ftDEPTH TO WATER/DATE ft /Soil - K. Polk;Rock - J. ft. Rand EL.MELftSAMPLERATEOFADV.Mild(orRQDCvalmPRESSURE TESTSTRIKE, DIP=FFoliationJ = JointC =ContactB = BeddingQSOIL AND ROCK DESCRIPTIONS(Weathering, defects, eta.)(Type, texture, mineralogy,cgcolor, hardness, etc.)CO%GraphicBM.paComputedk0em/secDepthftTypeandNo.NorRoe.1108 =Slicki CONTINUED FROM PREVIOUS PAGE-160,.-200-..-220-:-240,-142.4'_-15 .1:-161v.> 1811L.-20./1.:_,121.-..420!'L235-,19.!NQ-23NQ-1.IN-NQ111NQ-Iiii NQ- ;1NQ-1 iii!NQ-20Q-211NQ-221 Q-24Q 25Q-26: Q-27Q-281Q 25I Q-31Q-32! Q-33I001001001000010010097100100100100100100100921001000010010010088937310097971008895100909858909710094iIrdi5Pix/1/4N36W,58NE SN35W, 34SW CN13W, 38SW JN26E, 53NW JN72W, 51SW FN36W, 41NE SN26W, SINESNOSE, 52NW5N78E, 680E JN S W, Z1NE SN82W, 76SW FN31E, 3411WSN 8W, 41NE FN29W, 329W SN8OW, 52NE JN59E, 768E FN41E, 43NW JN OE, SBNE FN63W, 500W JN72W, 71NE JN86W, 36SW FN89E, BONE SNOSE, 510W FN46E, 60SE JN85W, 78NE SN64E, 598E FN25W, 42SW JN32E, 57SE JMgvEv,' LIM tN22E, 31NW JN52W, 33NE J1,,,gn: tm 5N41E, 36SE FN80E, 71NW JrigH, MEW fLlis'4.Open contact dips247.0Diabase.Dark gayi0 4,n,!.k-,-;;Fresh.Hard.Drillswell.Joints and partingare not slickensided.Graphite-polishedMinor polishFresh and hard.DrillsGraphitewell.Joints and partingshow only very minor suiGraphiteface sex effects.Minorbleaching at 169-170'.Fresh and hard. Drillsvery well. Not slick-ensided.0Fresh and hard. Notslickensided.DrillsMinor slick-well.Only very minaensidessurface wx effects onPyritejoints and partings.in or wxSurface powdera sa- Y aY. yv ssv.r.s irv ir viOpen contact dips 35Diorite.Quartzose.Fine-grained, medium dark gray.Wavy,foliated.Steep dips.Fused,weldedbrecciaBleachDiorite.Fine-grainedBleachdart gray.Irregular wavyfoliation. Slightly bleached,medium-grained at 168' and169'. Fused contacts.Diorite.Fine-grained,medium dark gray quartzdiorite. Vaguely to widelyfoliated throughout.Diorite.Mixed fine-graineddark gray quartz dioriteand medium-coarse, medigray granodiorite. Locallyfoliated.Fine-grained, dark gray.Fused contact dips about 60225 0;. 4i,s '7' r iiis s sv.s-,,,,,,,a. ac,KS'aa.'"Y .. Ys s s.,4 vavY . yA X 7 VY a a,a Y vY v Vx k a v),aYa V Vs v ss., a ,..,, ,,,,,x' x --,*';4'.>':s.'isi5svixissyX X XXs ss.,$ Y a asx x xV V . A0 a aV X. >4 ,X X,II.1.4.,Fresh, but bleached byhydrothermal alteration.Not wx.Not slickenside,Fresh.Bleached.High-.Iangle veinlets.Striated-slickensides1 Not polishedAT( l'x )tx)4 >e,X $ Yi'N>4Diorite.Medium coarse-rustyject to minor surface!,/4,,,grained, medium gray.Minorwx effects on jointsxis r xit x r ,-rustyand partings,17.,___30. 3'-23--:-7:':. 0_-:---..:-60-------70-:140:Zw90.:---101-:-1--11 i:...i420!---:-' i30_-:-:440-:_ NQ-1i NQ-2I NQ-3240-4I NQ-5I NQ 6I N 7NQ-81Q-101NQ-111NQ-12!NQ-13!NQ 14!HQ-1514Q-16!NQ 17240-18INQ-19I Q-201 NQ-21!NQ-22I NQ-23NQ-24Q-25!!NQ-26! NQ -2 71NQ 2810010010010010083100100961001001001001001001001001001001001001009797100100100008.08.08.810.09.310.08.51.210.710.08.010.69.410.011.07.08.411.69 810.29.69.48.210.611.48,88.08.4463300336167059438583628075535062471650437885 285324WANIIIIIMIIIIAguava(%MaNote: Bleached7,31.41-7Diabase.Tanbleached.rArA/0 liadiabase.At 31.41....Contact veined, , ipakis fused fault surface..t.gx7V*36.5 t '.-s, .;.b.-,-,-=Dia ase.Dark gray. Fine.tr.:.-'-::40Open rusty contact dips 35Calcite veinFresh and hard. MinorMinor rustya a aDiorite.Fine-grained, darkManganeserusty wx effects ongray.Vague wavy foliation.some joint and parting 1Minor rustyxa a'iv r r 0Diorite.Fine, medium darkMinor rustyv xPyriteI ,.a',gray.V`,a I, .-Fresh and hard. MinorDiorite.Fine-grained, darksurface wx effects onI w

  • I)a xgray.Fairly massive.joints and partings.)Fused contact dips 20Not slickensided. s* s.,66. 41 rAPTA/Frii11FA-a -s- -XDiabase.Fine, dark grayManganese2"7.77.,":x a, xRough open contact dips 4014 ADiorite.Fine-grained, medium-V w xa. a I,ark gray.' a aa'Fresh and hard. Drills*aDiorite.Fine-grained, medic_Striatedwell.Joints and part- dark gray.Locally shows-hip show only minoravaguesurface wx effectsr a'T V V wavy foliation.Partings are not slick-* .ensided.No bleaching. a V Y.d.. VVa x 1Ca's.itb w /-Diorite.Fine-grained, darkFresh and hard.Some r x .gray.Vague wavy foliation,*.-Pyriteminor chlorite on joints C" SCandartings.Pa ,, .is xa'a a ainort a a..chloriteaSs ax aDiorite.Quartzose,Fine-Minora a agrained, medium dark gray.chlorite.x8Fresh and hard. Joints8 .Locally vague foliation textures.MinoriChloriteand partings not slick-* a tensided.Show minorN._.,*Pyrite.:surface wx effects,Pyritea a }4a a w .Diorite.Fine-grained, med-'WW 7ium dark to dark gray. Quart-a a'well.Some joints show a *'case.Vague wavy foliationminor surface wx ef-r x a Afabric throughout.-feats.No bleaching.* s, a777'x-x aV ) ..t'a. a `A )lows_Fresh and hard. Drills..,;;_azOpendips 37Iracontact rr AiIn,KgrdirFAIAS'VA1/F iIverv well,7ON- Standard penetration resistance, blows/ftlien - Length recovered/length cored, %RQD - Length of sound care 4 in. end longer/length cored, %S- Split spoon sample; GrOundwaterU- Undisturbed samples8- Shelby tube24- DenisonF- Fixed pistonP - Pitcher0- Osterberg0- GEI- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTES1)- Washed through soil 0-23'.Nowimples taken.2)- No clays present; therefore nowater contents were determined.x - Oriented core.SEABROOK STATIONPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANY0 Med engineers , --Date:April 17, 1974Project 7280PAGE1of 2 LOG OF BORING ADT 16C 11:1) .0BOTECHNIGAI. ENGINEERS Ira.

BORING LOCATION1116493, E90257; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHJan. 14, 1974/Jan. 17, 1974CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH238.5ftDRILLED BYWarren George, Inc. ; P. Schaeble, J. HarrisGROUND EL (MSL) -5.5 ftDEPTH TO WATER/DATE Tidalft / LOGGED BYSoil - K. Polk; Rock -3. R. RandEL.MSLftSAMPLERATEOFADV,min/ftCuTEIT orRQDPRESSURE TESTSTRIKE, DIP=FFoliationJ = JointC = ContactB = BeddingeSOIL AND ROCK DESCRIPTIONS4,1ga "C(Weathering, defects, etc. )(Type, texture, mineralogy,. Mcolor, hardness, etc.)' gaDepthftTypeandNo.y,orRec.%Graphicga-cpsiComputed4 k10-'cm/sec'"1 09SlickonaldCONTINUED FROM PREVIOUS PAGE-160-180-200-220 -.7._-240--143.:... 5 e--:,:.',-:717C.:-181:-:,-191:-0..--2 1....220---:L230-::-PaNQ-29Q-3(NQ-31NQ-31NQ-3 5..NQ-34NQ-35NQ-3tNQ-37. NQ-38NQ-3.9NQ-40NQ-41NQ -42NQ-41Q-44NQ-45, NQ-46NQ-4710098100100100100100150100100100100100100100981001009310.08.89.49.08.29.07.28.59.69.29.59.78.99.09.19. 78.69. 59.192959773826587799880475023455890829093i1Igli1.gWAirio1/1IIII:460/482E, 22SESN20E, 565E JN59W, SINE JN69E, 33SE JN5OW, 43NE J1166W, 6911E F111191//, 25WE gN26E, 6614W .7N26E, 64NW JN54W, 62N S1158W, 4411E Jii9?k,.Z0N 4W, 18NE JN41E, 35NW J112PP, tes1v/N45E, 73NW J1132E, 34SE aN16E, 39SE J1163E, 359W J1162W, 435WN58E, 1811W N83W, 11h1N78E, 65SE JN17E, 41SE SN53W, 7011E JN46E, 45SE JN 1E, UNEJ'fit-I,andd partings4- -t- not slickensided.4-t-t-Diabase.Fine-grained,dark gray. Grades to-I- .I5medium-grained at 145'.--I- -I FeldsparBecomes white feldspar -'fi ,-I- Specsspeckled at 151.'----t-,4-- throughoutFresh and hard. Drillswell.Joints and part-ings locally show, k_ Diabase.Fine-grained,striations, minoro dark gray..4 t 4Striatedslickensides.4 4, 4-- 4-a.:contact dl's 38,166.LDiorite.Fine-grained,.+/-Striated'X /4 .).x. Diabase,medium gray. Quartzose4t4,,:,.."./.". fuseddiabase inclusion is irregFresh and hard. Drills : ' axular, fused.very well.Joints and*,,,,,* 5..4., .odiorite at be...5,177partings fresh.xlc X NFused contact dips 70Open jointCalcite coatedFresh and hard.Drills well.SomeChloritestriated chlorite on+ # 4- 4.Diabase.Fine-grained,4- T .1-dark gray with calcitek k 4phonono_ 4. 4- Calcite:1,sta 183' to 186'.fi ,-,.7.' speckling1.+4-'4-1-1-s:iDiabase, as above.1-4.17/.di s 14________Open_patact-S Chloritejoints and partings.x , ,, PegmatiteDiorite.Fine-grained,medium dark gray quart-Slippery* Y $Chlorite'*.nose,Fairly well foil-ated throughoUt.*Rough'8 s%Y . 1Irregular joints.-* 5-,Fresh and hard5

  • V PyriteProminent pyrite min--1, .Calcite, pyritethroughout.Joints0.---sarBreooia-ftolod eralization with calcite. on foliationand partings show-; a-ewith calcite.Fused breccia at 208.8*-*-only minor surface'210,4'.V7.... I..wx effects.Fresh.o. .4...and hard,Minor sur--.,_.:_/2..II., 4,Fused comet dips 5FAr!..."5,rf,,rAA/IP/1Paface wx effects on77 Brown chill MIA.Not bleached.4 C. -4.e StriatedPartings.f 4- r tDiabase.Fine at top.i chlorite-t t +slickensided. 1- 1. TI- 1-1-Diabeae.Medium-fineFresh and hard. Drills _ o_ 4 tgrained, dark gray with hair-7.1very well.At 235.5,line calcite veinlets.77 I Calcitebecomes bleached74- t r- linedgradually.4 I 235.5' Rook gradually becomes4 i--4 4.bleached, transitional contactQuartz-feldspar veinlet-no calciteL'.bleaehover .5, core--t7-a::--:BOTTOMOF BORING14NN- Standard penetration resistance, blows/ftRem - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length cored, %- Split spoon sampleg. GroundwaterU- Undisturbed sampless - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GEID- Drilling breakk - Coefficient ofwx- Weathered, weatheringpermeabilityNOTESx - Oriented core.x - Oriented core.SEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYCal sited caginess ....NNE. InaDate;April 17, 1974Project 7280PAGE 2of 2 ILOG OF BORING ADT 16C (1) GBOTECINNICAL ENOINES11.9 BORING LOCATIONN16600, E90219; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHNov. 10, 1974/Nov, 14, 1974,CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH241.4ftDRILLED BYWarren George, Inc. IP. Schaeble. J. HarrisGROUND EL (MSL) -7,8ftDEPTH TO WATER/DATE Tidalft / LOGGED BYSoil - K. Polk; Rook - J. R Rand EL.MSLftSAMPLERATEOFADV.rnin/fCONTENTorRQDPRESSURE TESTSTRIKE, DIPF = FoliationJ = JointC = ContactE = BeddingmSOIL AND ROCK DESCRIPTIONSw -4CZ1(Type, texture, mineralogy,0 14color, hardness, etc.)4.) PII%GraphicKM.paComputedk10-4cm/seeDepthftTypeandNo.NoRec.7.8aIII08 = Slinnsid-20-,:-40 -,:,-60 -;-80 _:--100-c-120-,-140-,77-1.10-1--20---_1.30:-38 01)2)NoneTOPOP ROCK7-407:.::_7-- 0_7-77-70-..:.-_-_7-90-"--:--10C--110--:---71207a-_:--138"-7-7-14o--a41.5_NQ-1NQ-2NQ-3NQ-4-NQ-5NQ-6_04Q-7-NQ-8NQ-9-NQ-10NQ-1-11(1-12NQ-13x NQ-14K NQ-15NQ-16x NQ-17r-a NQ-1E10010010010082991009910010010097961001001001001007.07.05.06.05.07.06.06.06.06.06,07,08.08.011.08.08.08.0194652485335767974797967628833807227AVuIsurface wx effects. .1-IxMinor polishFresh and hard. Closely'a .'Diorite.Fine-grained,i7Minor polishspaced high-angle joints.; v. v vdark gray.Vaguely foli-ated throughout.-x.,0Joints are polished atxz:oint r xVerticalteal j42.3' and 44.5'.:y-r x ,....Ik
  • tS S s__....PArei'X'.!.54.17---1i:pDinbase inclusion.FreshWMAApanodlihsharedd..Deriallose.. : ..,v1CO.-lishiny at 70.1'.Y,...,Nt....v.,...Y'YPolishedv. v.x slickensides0 .r'.frChilled, fused, undulatingoontact.Diorite.Fine-grained,dark gray. Quartzoee withsteep, undulating foliationthroughout.Fused contact d52570ApIIF41111idi44pi_at 70.1'Fresh and bard. Drillswell.High-angle joints t-t.T.Iare smooth, planar.iNot polished. Minor1--4-,4_4-iI- 4-Ii- -I + a-Chill zone'Diabase.Dark gray, fine-grained. Calcite piano-erysts. Generally finelycalcitic throughout.86,8,Contact dips 48..,Fresh and hard. Drills 9'Diorite.Fine-grainedvery well.Some jointsV,*.,,1dark SM. Quartzoee.are fairly smooth,x,.xI Smoothsome pyrite coatingsJ9 V ,Diorite.Fine-grained,iion joints.'x. 9- 1,8._.vx x11ation.(May be an impure%rx X 1quartzite ? ?)Pyrite-minorI, S s.Y.14AVpolishVr )1aFresh and hard. NotA 10a S A.Diorite.Medium-fine- Smoothbleached.Joints are... 1<,grained, medium dark,jointscharacteristically plan- ..; 1,1.;gray.Local zones of fine-ar.Smooth locallyN v 'grained, dark gray foliatedshow high polish..0. X .r.Xquartz diorite.v55 joints-highX X X,polish-smooth65 joints-smoothX X t;A r.065 joints-smoothA x rVertical jointThin chlorite coating1, x. *.00!Chloriteon non-polished joints.Open contact dips 400'v . *1318:,01rillA.11j,-Fresh, bard.Not Diabtuie. Dark gray, fine-bleached.Sante smoothI- i'Calcite fillingjoints.Not highly poi_i- # f',grained.,,..13a0Fusedw: cont ctoMinor polishlobed'y.,,,Y,,Y,Y,Diorite.Fine-grained.v ,..7.__1"414t-7ON- Standard penetration resistance, blows/ftReo - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length tiered, %S- Split spoon sampleR Groundwater- Undisturbed samplesS - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- OsterbergG - GET- Drilling break` k - Coefficient ofw.:. Weathered, weatheringpermeabilityNOTESI) - Washed through soil 0-38.Nosamplestaken.2) - No clays present; therefore nowater contents were determined.x - Oriented core.SEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYEy milted engineers 11....171017 IrCDate: April 18, 1974Pro)eet 7286PAGE 1of 2 ILOG OF BORING ADT 15D (t) GMTECHNICAL ENGINEERS INC.

BORING LOCATIONN16600, E90219; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHNov. 10, 1974/Nov. 14, 1974'CASING ID 3 in. CORE SIZE1-7/8 in.TOTAL DEPTH. 241.4ftDRILLED BYWarren George, Inc.; P. Schaeble. J. HarrisGROUND EL (MSL)-7.8 ftDEPTH TO WATER/DATE Tidalft /- LOGGED BY Soil - K. Polk; Rock - J. R. Rand EL.MSLftSAMPLERATEOFV.mm/ftWATERerRQDCONTENTPRESSURE TESTSTRIKE, DIPF = Foliation.1 = Joint C = ContactB = Beddingal PSOIL AND ROCK DESCRIPTIONSC4 r.1(Weathering, defects, etc.)(Type, texture, mineralogy,0 Fe- XI%GraphicKMpsiComputed.,k10 ' cm/secDepthftTypeandNo.NorRec.' "1S = SlicitensidCONTINUED FROM PREVIOUS PAGE-160-180-200- 220-240 -Fused contact dips 56141.5a150NB17011809010011 l2131'II.!NQ-191i NQ-20!NQ-21!NQ-22! NQ-23iI! NQ-24IINQ-25BI:NQ-26I. NQ-27II I!NQ-29I I!,.!Q-30I II' Q-31...I1I Q-32rI Q-33III! Q-341! Q-35Q-96I Q-37100100100100981001001001001009810098100971001001001007.09.09.09.09. 00.09.010.010.012.011.010.013.012.015.014.012.0124'838588937292974292725878876654494148Pa5PAI11IN76W, 67NE SN64W, 52NE JN38W, 24SW JN89E, 32SE JILS, HNW .1NW JN55E, 24NW JN 6W, 23NE JII% 1390VE 'ISNOSE, 22SE JN34W, 72SW JNN4348E5., 3679SNwE FCN33E, 405E SN90E, 230JN15E, 16NW JN52E, 57NW SN87W, 49NE JN70E, 1474W JN55W, 1BNE JN24E, 75NW CN66W, SONE FN65W, 63NE SN15E, 45SE FN.,w, SSW JNI; MI 1N34E, 56NW JN56W, SINE JN62W, 58SWFN18E, 50SE dMt %Si'N56E, 20SE 3N1BE, 57NVV JN21E, 528E FN56W, SONE JN11W, 66NE JN35E, 69NW JOF BORING1.97.-E;..;el1,1i)1I..1.ie111;I,ill1N.E,..i..II!!,INSiHI,,....11.'V.._i1L.--lIr.';',146.6Fresh and hard. Drills+" -..1.t4-Diabase.Fine-grained, dark:very well.Joints and part 4-gray with fine calcite specksbags am clean.Local*-44-4.*scattered throughout.minor calcite coating on., .. 4. ..--joints.Not smooth or+ ' '-slickensided.4- i- 4- 4+..f.- e-,' t- a-Fresh and hard. Drills4-....dm,-)1Diabase.Fine-grained dar:kvery well.Joints and" I' '4 igray with prominent white calcite:.,.-.partings are not smooth,'+phenocrysts.or slickensided.No+ 4- t-I-- 4-'-:,bleaching.-4-.,..!:.,-c,175chilled contact dipstfL....;,,,:ialteinitge2.___,Fused...,-,)4'Diorite.Medium grained."-,.LD en calp1,4ct di s 25 Calcite"48rAlFresh and hard. DrillsDiabase. Fine-grained near black.:"',1-well.Joints and partings,_ t.- 4.Diorite inclusion at base.CalciteFused cantact-80-t5dip-zalcite.fresh.Calcite-i"-T-t',.1are fairly185.0I IQ-28filling-fillings in some joints.,-;)-,)-.) Brown chill zone-fill*4-4-4Diabase.Fine-grained, dark:.; 42- ,i_t; 1-Igray._t-t:183.1, Fused undulating contact-raFA/A21Apra51IA13.0N57E, 71SE J-..17..500 Vein-fused fault-y x YDiorite.Medium-coarse grained-X >4'Fresh and hard.DrillsI X XImedium grained quartzose.--well.Only very minor,,.. ,, , Fine",, ,Diorite.Predominantly medium :local surface wx effects on 1-coarse grained, notably quartzos.joints and partings.Not>4.74, 5d-Calcite-sliokensided.DX .Xmedium gray.Local zones offine-grained quartzose diorite.filledY. X >X X ;Granodiorite, locally porphyritiu.:_X x Xx x . w Fine-x v ,Y *5;-X '-:X-Fresh and hard.Drillsk y. kDiorite.Predominantly medium-"Minorm-vcoarse grained, with white feld--striatedvery well.Joints and-partings show only very e-minor surface wx effects.WeldedMedium gray.Not bleached.Xx )1v, ,,, breccia-:X X I-Fresh and hard.Drills"'well.Minor surface wxkk ,- - feldsparL-effects on joints and part-, X Ygray.-Diorite.Fine-grained, dark-ings.v ,, ,---:nWflir, UNABOTTOM--:-Z!::':.:`RalIllN- Standard penetration resistance, blows/ftRes - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length oared, %s- Split apoon aample.i, GroundwaterU- Undisturbed samplesS - Shelby tubeN - DenisonF- Fixed pistonP - Pitcher0- Osterberg0- GEID- Drilling breakk - Coeffloient ofwx- Weathered, weatheringpermeabilityNOTESSEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYel uitiad ermines's .can.1.4-11711e.Date: April 18, 1974Project 7286PAGE22ILOG OF BORINGADT 160CI) CIECITSCHNICAL ENGINE:MAR INC.

BORING LOCATIONoffshore 1017552. E93840INCLINATIONVerticalBEARINGDATE START/FINISHJime 15, 1975/June 16, 1975CASING ID3-6in,1-1/8In.TOTAL DEPTH195.3ftDRILLED BYWarren George Inc.; J. Johnston, P. SeheableGROUND EL-42,4 ftDEPTH TO WATER/DATE Tidalft / LOGGED BY Soil/Rock - F. X. BelliniEL.tSAMPLERATEOFADV,min/ftWATERor RQDCONTENTPRESSURE TESTSTRIKE, DIP": Foliationj =.- join,C = Contact5 - Slickensidesto n(WeathSOLrn 1ering, defts, IAND ROCK DESCRIPTIONSecetc.)(Type, texture, mineralogy,0 i2color, hardness, etc.)(3 BDepthftTypeandNo.NonRec.iGraphic&PL.psiComputed4klO- 'cm/see-42,4100-60--:-80-:35-120-:40 -C-160-180 -L-.187.6-L-:rE52EAS3286381TOPOF CLAYDktagrit'C't7ty shnudnyit,;&11t1},effeig34rret. Widely graded.Fines are non-plastic, Con- =tains angular to subangular medium to coarse sand and gravel pieces up to 30mm long, :_and few shell fragments.-Light gray, fine to medium grained sand, clean and uniform.Rounded to subrounded:grains.--Similar to Sample 2.-14.Y20-:[Si-t.-F..r7[54[S7Egg9628ETOPOF TILLLayered gray fine grained silty sand and gray silty clay (small recovery).--Gray silty clay.Medium plaaticity, very slow reaction to shaking test, medium to:high dry strength.Contains a few pockets of fine sand up to 5mm thick.----Similar to Sample 5, but with 10-30mm light and dark gray layers and a 4ram fine sand :layer.---Similar to Sample 6.--similar to6'silt and silty fine sand. 2-15mm thiclq silt shows fast reaction to:.:.- 40-:L__[1810--51.0so10239TOPOF ROCKaVgly silty sand to sandy silt, widely graded.Fines are non-plastic.Con--tabs angular to subrounded gravel up to 15mm long.-_Similar to Sample 8C, but with gravel up to 30mm long,---Similar to Sample 8C, but with gravel up to 35mm long.-:___1)100001001009810097100901002-1/22'1/22-1/22-1/22-1/22-1/23-1/23-1/23443-1/23a4343333343-1/24345444434444455344pp-70738264799474787873570 F60 J70 ,Iao° J70 J70 J75 J50 F-e_-p---: -)-l'71,.;--Si amFresh, hard, drills well.Quart'sQuartzite, dark gray, fine-:_.._- 60-:-1:-_1--- 80_:---_--_-:- in_---:---L 12-::.---:------:3-NQ-1_NQ-2-NQ-3_NQ-4-NQ-5NQ-6-NQ-7NQ-8NQ-5NQ-1CProl4119AI=Localizedbroken rock.zna.,pf,,,velii-dolvfiluChipswith displacement evident alSI ant59'SI am of feldspathic jtSomePyrfte=kr:R=So4T healed RsIrregularsurface11=43ChloriteModerately to severely wxChipszone 74.5 - 75.5 ftWx, slick-ed surfaces10=35-39 (broke)DFresh ,,hard drills veryS1 wxwell. Joint surfaces cleanto slightly wx , R=44 (broke)Irreg. (tsor,iu4lakhaarodigigbellaut tend11=40 (broke)CleanR=46CleanFresh, hard, drills verywells, WC11=0 (broke)Clean toR=51 (broke)slPyritewxSt antFresh, hard, drills verywellR=95 (broke)Epidote?R=44Fresh, hard, drills verywelL .Tts. clean to sl vnt.11=44 (broke)CleanMinor fault, healed, at142.5 ft.R=39 (broke)R=48 (broke)SI wx'I--. ..-.-:. ."-:,-, :-;.----.....-*" -*-0.._.:...-..--- ---...( irs:::=:.". ....veingrained, uniform.-HealedWeak gneissic texture,-faultbleached tan to green gray in-?Schist- some places. Quartz feldspar:05. muscovite and biotite visible.Bleach- Some small quartz and calcite:edpresent. Many thin altered-ru,....=--zfeldapathic veins throughout.:veininBleached--Quartzite, dark gray fine gr.;tudform. Weakly schistose andBleach- locally bleached. Fabric-locally well developed.-.Locally garnetiferousQuartzveinBleached 59.511iet"00F0Alli.Frooo. o0.- --:leach-iri,:,--Tiictloagtesa, bleachzd:iatthi,weir:51 am,11=44 (broke)rat-0,A.-'.....- .-.-:_....- '-'.:.-,_.'ez....2..developed fabric)Quartzite, as aboveQuartzvein Quartzite, as above.QuartzveinMinor-leaching Quartgilorrn. Genee, dark graryiaffne ..,Bleach- gr.,weak -loggneissoeity, locally well-Quartzdeveloped. Some localized7.Ye195Minortexture. Garentlferous-..,bleaching-alnotingHealedfault0Id131.2p010.10.01p0 101g110 161.4, 50.11p016-0, 00I" -145,:0N- Standard penetration resistance, blows/ftSec - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length cored, %S- Split spoon sampleZ Groundwater- Undisturbed samplesI Schmidt Hammer HardnessS - Shelby tubeN - DenisonF- Fixed pistonp - pitcher0- OsterbergG - GEI- Drilling breakk - Coefficient ofam- Weathered, weatheringpermeabilityNOTES1) Roller Bitted Rock 51.0-56.0 ft.S E A BR 0 OK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANY.0 utted engineersDate:Augusta, 1975Project 7286PAGE1of2LOG OF BORINGAIT-39(I) CEOTECHNICAL ENGISEEllti INC BORING LOCATIONOffshore 1417552. E93840INCLINATIONverticalBEARINGDATE START/FINISHJune 15, 1975/June 16, 1975CASING ID 3-6 CORE SIZE1-7/8in.TOTAL DEPTH199.3ftDRILLED BYWarren George Inc.; J. Johnston, P. Scheablei n. GROUND EL-42.4 ftDEPTH TO WATER/DATETidalft / LOGGED By Soli/Rock - F. X. BelliniEL.ftSAMPLERATEOFADV.min/ftWATERor RQDCONT ENTPRESSURE TESTSTRIKE, DIPF = FoliationJ = JointC = ContactS = SlickensidesSOIL AND ROCK DESCRIPTIONSM ,1(Weathering, defects, etc. i(Type, texture, mineralogy,0 z0color, hardness. etc. iXI'ciGraphicOMpsiComputed4k10cm/secDepthftTypeandNo.NorRec.1 11:111:1100-187.6-200-2E0-237..'::-145NQ-119810010092100991004444555656106965666544555559382o55207589800 J48, F40- F52 F9200 I;36oo0 JBo° J60 J65 J602 J65 J63J18. i40 C53 J- .:HI,1.1:aI-_R=36 (broke)1=34 (broke)Clean toFresh, hard, drills verywell. Minor, healed faultssl wxat 150.0, 151.5, 152. 0 andD154.5 ft.No slicksChipsR=53Fresh, hard, jts. generallyCore lostsl wx to clean, some local-iced zones of very brokenroc.=5SI wxkR3S1 wxR=49No slicksR=0 (broke)Fresh, hard, drills well,DChips,core lost ? its. clean to sl w,5L...-----..,-:-ing----.II .--=-1.-.::,..,-..-, ---,--.--' " 7' [Bleach--_--Quartzite, as above, but show.-log general minor bleaching,:-Bleachheavy where indicated.-ingWeak_:gn issositye.,-Sheared?-_Bleaching165.0-160180'NQ-12a NQ-13NQ-14-NQ-15NQ-1f-NQ-17,///6.872 40.45 ' ,"4. 4.. 4.+ ++4, ., 4_+ + +i. 1. ++4+ + + "J+ +1-Bleach- Diabase, very dark gray to:logblack, fine grained near con- --Bleach- tants, fine to med. grained-lognear center. Internal contacts :suggest composite origin.-Locally bleached to light brow% Internal or tan.-contact --_---Fused, in--ternal con--tact--SohistoseDin,.lensase, as above, with on---Schist- lenses. -... i. casional dark gray schistose_11.131. 661. 01//_Z+ + -.i.///-e, +-_t_, 4_199,3`7:-::-:.::-:-L::::-::7_:----:BOTTOM OF BORING_..;:..:_:----_-:..::--------:-.:.-_N- Standard penetration resistance, blows/ftRea - Length recovered/length cored, %RQD - Length of :wand core 4 in, and longer/length cored, %S- Split spoon sample.Z GroundwaterU- Undisturbed samplesffSchmidt Hammer Hardness8 - Shelby tubeN - DenisonF - Fixed pistonP - Pitcher0-- Oa terberg0 - 0mD- Drilling breakIs - Coefficient of not- Weathered, weatheringpermeabilityNOTESSEABROOK STATIO NPUBLIC SERVICE COMPANY OF NEW HAMPSHIREYANKEE ATOMIC ELECTRIC COMPANYCI inited engines's . --Date:August 6, 1975Project 7286PAGE2of2ILOG OF BORINGAIT-39(I) GEOTECRNICAL ENGINEERS INC.

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