ML16147A172
| ML16147A172 | |
| Person / Time | |
|---|---|
| Site: | Seabrook  |
| Issue date: | 04/29/2016 |
| From: | NextEra Energy Seabrook |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML16260A369 | List:
|
| References | |
| SBK-L-16048 | |
| Download: ML16147A172 (116) | |
Text
SEABROOK UPDATED FSAR APPENDIX 2D GEOLOGIC BEDROCK LOGS OF BORING IN THE SITE AREA The information contained in this appendix was not revised, but has been extracted from the original FSAR and is provided for historical information.
APPENDIX 2D LIST 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 and near the Seabrook Station site. The list in this appendix is meant to serve as 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 Site Document Control Center, Seabrook, N.H.
2.Seabrook Station Geotechnical Report - Circulating Water Tunnels, Vols. 1 and 2: Geotechnical Engineers, Inc., Winchester, Mass.,
June, 1974
- 3. Seabrook Station Geotechnical Reports - Intake Tunnel Extension:
Geotechnical Engineers, Inc., Winchester, Mass., September,1975 An entry in this table for each boring notes the location of its log.
LIST OF BORINGS DONE FOR SEABROOK STATION Boring No.
PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference RemarksA-IOld Cooling Hampton Beach Beach49'49'9 Nov '68 1Auger Boring
System Design
State Park A-2Old CoolingHampton Beach Beach48.5'48.5'9 Nov '68 1Auger Boring
System Design
State Park A-3Old CoolingHampton Beach Beach53'53'11 Nov '68 1Auger Boring
System Design
State Park A-4Old Cooling Hampton Beach Beach56'56'11 Nov '68 1Auger Boring
System Design
State Park A-5Old Cooling Hampton Beach Beach56'56'9 Nov '68 1Auger Boring
System Design
State Park A-6Old CoolingHampton Beach Beach56'56'14 Nov '68' 1Auger Boring
System Design
State Park A-7Old CoolingHampton Beach Beach56'56'14 Nov '68 1Auger Boring
System Design
State Park A-8Old CoolingHampton Beach Beach56'56'15 Nov '68 1Auger Boring
System Design
State Park A-9Old CoolingHampton Beach Beach56'56'25 Nov '68 1Auger Boring
System Design
State Park A-10Old CoolingHampton Beach Beach56'56'15 Nov '68 Auger Boring
System Design
State Park A-11Old Cooling Hampton Beach Beach56'56'15 Nov '68 1Auger Boring
System Design
State Park A-12Old Cooling Hampton Beach Beach5656'15 Nov '68 1Auger Boring
System Design
State Park A-14Old CoolingHampton Beach Beach56'56'15 Nov '68 1Auger Boring
System Design
State Park A-15Old CoolingHampton Beach Beach56'56'15 Nov '68 1Auger Boring
System Design
State Park CONTINUED:
Page 2Location/
GroundSoil Bored Total Depth DateBoring No.
PurposeCoordinates Elevation (Ft)(Ft)Completed Reference RemarksA-16Old Cooling Hampton Beach Beach56'56'11 Nov '68 1Auger Boring
System Design
State Park A-17Old Cooling Hampton Beach Beach56'56'11 Nov '68 1Auger Boring
System Design
State Park A-18Old Cooling Hampton Beach Beach56*56'11 Nov '68 1Auger Boring
System Design
State Park A-19Old Cooling Hampton Beach Beach56'56'14 Nov '68 1Auger Boring
System Design
State Park A-20Old Cooling Hampton Beach Beach56'56'14 Nov '68 1Auger Boring
System Design
State Park A-21Old Cooling Hampton Beach Beach56'56'14 Nov 1681Auger Boring
System Design
State Park AIT -1Intake Tunnel 20546N+11.417.0315.07 Sept'73280140EAIT -2Alternate 20211N+ 5.18.5300.019 Oct'732Tunnel Align-ment81372EAIT -3Alternate 19848N- 0.232.5292.023 Oct '73 2Tunnel Align-ment82720EAIT -4Alternate 19556N+ 5.264.0290.014 Nov '73 2Tunnel Align-ment83798EAIT -5Alternate 19327N- 2.295.0279.09 Nov '73 2Tunnel Align-ment84663EAIT -6Alternate 19117N+ 2.8148.5291.029 Oct'732Tunnel Align-ment85438E CONTINUED:Page 3Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference RemarksAIT-7Alternate 18908N- 2.4132.0270.004 Sept'732Tunnel Align-merit86222EAIT-8Alternate 18663N-15.083.0268.014 Sept '73 2Tunnel Align-ment87143EAIT-11Alternate 18221N+ 9.06.06.008 Nov '73 2Boring Abandoned Tunnel Align-merit88746EAIT-12Alternate 18144N+13.5138.5272.824 Oct '73 2Tunnel Align-ment89012EAIT-13Alternate 17981N+10.3125.0275.003 Oct'732Tunnel Align-ment89610EAIT-15Alternate 17730N- 8.671.5238.001 Oct'732Tunnel Align-merit90526EAIT-16Alternate 17537N-14.162.5231.511 Oct '73 2Tunnel Align-ment91267EAIT-17Intake Tunnel 17366N-24.142.5216.306 Oct'73291907EAIT-18Alternate 17182N-26.245.0272.013 Sept.: '73 2Tunnel Align-merit92577EAIT-20Alternate 17158N-36.349.581.014 Sept '73 2Tunnel Align-ment92663EAIT-22Alternate 17195N-32.136.5204.522 Sept '73 2Tunnel Align-ment92527E CONTINUED: Page 4 Boring No.
PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference RemarksAIT-24Alternate 17105N-35.665.065.017 Oct '73 2Tunnel Align-ment91945EAIT-24AAlternate 17084N-35.699.0198.822 Oct'732Tunnel Align-ment92927EAIT-25Alternate 16996N-37.124.0199.325 Oct '73 2Tunnel Align-ment93261EAIT-26Intake Tunnel 17146N+10.667.0347.815 Apr '74 2Boring Inclined 40
- 89283EAIT-27Alternate 17223N- 7.780.0245.301 Mar '74 2Tunnel Align-ment90217EAIT-28Alternate 17254N-12.880.5233.016 Feb '74 2Tunnel Align-ment90887EAIT-29Alternate 17318N-18.220.0230.019 Feb '74 2Tunnel Align-ment91383EAIT30Alternate 17394N-29.946.057/922 Feb '74 2Boring Inclined 38*
Tunnel Align-ment92288EAIT-30AAlternate 17394N-29.546.5221.326 Feb '74 2Tunnel Align-ment92288EAIT-31Alternate 17054N+10.769.0346.029 Apr '74 2Tunnel Align-ment89238E CONTINUED:Page 5Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted ReferenceRemarksAIT -32Alternate 16918N-12.459.0240.015 Mar '74 2Tunnel Align-ment90562EAIT-33Alternate 16840NTunnel Align-merit91054E-14.480.0162.005 Mar '74 2AIT-33AAlternate 16839N-14.480.0241.012 Mar 1742Tunnel Align-ment91054EAIT-34Alternate 16780N-19.659.0230.005 Mar '74 2Tunnel Align-ment91515EAIT-35Alternate 16770N-33.530.045.528 Mar '74 2Tunnel Align-merit92578EAIT-36Alternate 16912N-39.155.469.527 Mar '74 2Tunnel Align-merit93045EAIT-37Alternate 16766N-34.317.530.526 Mar '74 2Tunnel Align-ment93042EAIT-38Intake Tunnel 17491N-41.243.0212.024 June '75 3Extension 93300EAIT-39Intake Tunnel 17552NExtension 93840E-42.151.0195.016 June '75 FSAR Appendix 2DAIT-39AIntake Tunnel 17566NExtension 93938E-39.357.0220.029 July '75 3AIT-40Intake Tunnel 17575NExtension 94040E-40.578.0234.014 June '75 3AIT-41Intake Tunnel 17597N-37.375.0202.019 June '75 3Extension 94240E CONTINUED:Page 6Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference AIT-41AIntake Tunnel 17500N-38.962.0219.019 July '75 3Extension 94234EAIT-42Intake Tunnel 17909N-40.852.0214.026 June '75 3Extension 97006EAIT-43Intake Tunnel 17762N-48.951.0218.016 July '75 3Extension 95707EAIT-44Intake Tunnel 17816N-51.349.0219.012 Aug '75 3Extension 96156EAIT-45Intake Tunnel 17901N-62.836.0191.009 July '75 3Extension 96900EAIT-45AIntake Tunnel 17893N-58.338.0186.023 July '75 3Extension 96810EAIT-45BIntake Tunnel 17880N-54.537.0193.024 July '75 3Extension 96696EAIT-45CIntake Tunnel 17865N-58.338.0194.008 Aug '75 3Extension 96601EAAIT-19Alternate 17179N-31.846.0210.025 Jan '74 2Tunnel Align-ment92412EAAIT-20Intake Tunnel 17446N-38.744.0210.812 Feb '74 292908EAAIT-23Intake Tunnel 17405N-33.846.5210.023 Jan '74 292707EAAIT-24Alternate 16663N-27.623.053.501 Feb '74 2Tunnel Align-ment92221ERemarks CONTINUED:Page 7Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference
.AAIT-26Alternate 16834N-38.850.0210.714 Feb '74 2Tunnel Align-ment92976EADT -1Discharge 20436N+12.19.5300.007 Sept'732Tunnel80175EADT-2Discharge 20166N+07.215.0300.005 Oct1732Tunnel and 80848EIntake Tunnel ADT-3Intake Tunnel 19853N+05.431.5300.027 Nov '73 281686EADT-4Intake Tunnel 19539N- 0.743.5271.009 Oct'73282461EADT-5Intake Tunnel 19279N+ 4.254.0271.015 Oct '73 283172EADT-5AIntake Tunnel 19129N+ 5.290.5292.519 Dec'73283560EADT-6Alternate 19052N- 0.8100.0342.030 Aug '73 2Tunnel Align-ment84242EADT-7Intake Tunnel 19002N- 4.1108.0297.011 Oct'73283901EADT-7AIntake Tunnel 18853N- 3.799.0287.014 Jan '74 284280EADT-8Intake Tunnel 18717N+ 1.1101.0256.024 Sept '73 284599EADT-9Alternate 18313N- 1.5110.0323.020 Aug '73 2Tunnel Align-ment86427EADT-10Intake Tunnel 18410N- 0.3105.0280.028 Nov '73 285422ERemarks CONTINUED:Page 8Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference RemarksADT-10AIntake Tunnel 18269N+ 0.1121.5275.004 Feb '74 285784EADT-11Intake Tunnel 18128N- 0.593.0298.702 Oct'73286125EADT-11AIntake Tunnel 17951N- 1.864.3270.016 Jan '74 286601EADT-12Intake Tunnel 17781N-10.3103.5240.318 Sept '73 287059EADT-12AIntake Tunnel 17662N-13.541.0260.026 Dec '73 287344EADT-13Intake Tunnel 17458N- 8.518.8228.029 Sept '73 287897EADT-14Discharge 17161N+13.225.5288.029 Nov '73 2Boring Inclined 17
- Tunnel and 88821EIntake Tunnel ADT-15Discharge 16941N+ 7.747.0240.004 Nov '73 2Tunnel89285EADT-16Discharge 16553N- 9.138.0243.614 Nov '73 TSAR Appendix 2D Tunnel90235EADT-16ADischarge Tunnel 16571N- 4.033.5240.307 Jan '74 FSAR Appendix 2D and Fault investigation 90280EADT-16BDischarge Tunnel 16545N- S.336.3240.014 Jan '74 FSAR Appendix 2D
-and Fault investigation 90185EADT-16CDischarge Tunnel 16493N- 5.523.0238.517 Jan '74 FSAR Appendix 213 and Fault investigation 90257EADT-16DDischarge Tunnel 16660N- 7.838.0241,414 Nov '74 TSAR Appendix 2D and Fault investigation 90219E CONTINUED:Page 9Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference ADT-17Discharge 16213N-14.8102.3260.806 Oct'732Tunnel91109EADT-17ADischarge 16110N-17.788.0225.012 Dec '73 Tunnel91380EADT-l8Discharge 15967N-24.045.5225.010 Nov '73 2Tunnel91745EADT-19Discharge 15718NTunnel92402E-23.56.5197.205 Nov '73 2ADT-20Discharge 15462N-40.610.0175.107 Nov '73 2Tunnel93063EADT-21Discharge 15208N-51.643.0190.304 Dec'732Tunnel93723EADT-22Discharge 19904N-55.454.0179.928 Nov '13 2Tunnel94492EADT-23Discharge 14879N-58.641.072.501 Dec'732Tunnel94561EADT-25Discharge 14931N-54.559.092.030 Nov '73 2Tunnel94418EADT-27Discharge 14637N-59.010.0170.012 Apr '74 2Tunnel94752EADT-28Discharge-14526N-65.412.0165.011 Apr '74 2Tunnel94809EADT-29Discharge 14374N-47.00.0180.711 Apr '74 2Tunnel94915EADT-30Discharge 14144N-63.823.0164.305 Apr '74 2Tunnel95021EADT-31Discharge 13891N-53.60.591.221 Mar '74 2Tunnel95151EADT-31ADischarge 13926N-57.30.0167.825 Mar '74 2Tunnel95150ERemarks CONTINUED:Page 10Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth
- (Ft)DateCompleted Reference RemarksADT-32Discharge 14862N-58.827.0169.807 Dec'732Tunnel94622EADT-33Discharge 20175N+ 9.416.6368.519 Mar '74 2Boring Inclined 33 0Tunnel and 80459EIntake Tunnel ADT-34Discharge 19977N+ 5.319.0368.020 Mar '74 2Boring Inclined 34
- Tunnel81201EADT-35Discharge 19608N- 3.040.540.526 Feb '74 2Tunnel81992EADT-35ADischarge 19631N- 2.337.5300.007 Mar '74 Tunnel81974EADT-36Discharge 19364N- 3.14.0289.720 Mar '74 2Tunnel82706E,ADT-37Discharge 18947N+ 5.384.0354.022 Apr '74 2Boring Inclined 33*
Tunnel and 83394EIntake Tunnel ADT-37ADischarge 18969N+ 5.115 Mar '74 2Boring Abandoned Tunnel83729EADT-37BDischarge 18963N+ 4.8118.0350.012 Apr '74 2Boring Inclined 31
- Tunnel83740EADT-38Discharge 18962N- 1.078.0198.023 Apr '74 2Tunnel84445EADT-39Discharge 18470N- 1.5102.0280.519 Feb'742Tunnel85030EADT-40Discharge 17384N+12.452.0360.026 Apr '74 2Boring Inclined 37 0Tunnel and 88389EIntake Tunnel ADT -41Discharge 17974N- 1.360.0275.021 Feb'742Tunnel86307EADT -42Discharge 17616N-13.5.40.0260.029 Jan '74 2Tunnel87273E CONTINUED:Page 11Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference RemarksADT-43Discharge 18275N+ 0.3106.0276.008 Mar '74 2Tunnel85525EB-1W of Turbine 20440N+19.222.599.315 Oct'681Bldg.II78830EB-2SW Trench, S of 20180N+14.13.9155.029 Oct '68 1Containment I 79650EB-3 .200' N of 21020N+ 5.532.5100.006 Nov '68 1'Turbine Bldg. I 79350EB-4'N of Site 22100N+ 4.440.0140.027 Nov '68 178900EB-5S of Cooling 19900N+12.713.033.002 Dec '68 1Tower - Marsh 79300EB-6S of Site in 19800N+ 4.432.554.914 Dec '68 Marsh (?)
79600EB-7W side Waste 20200N+12.214.034.518 Dec '68 1Process Bldg.
79400EB-8N of EFP Bldg. I 20520N+30.904.225.321 Dec'68179620EB-9E of Turbine 20700N+20.904.028.031 Dec'681Bldg.I79670EB-10Approximately 20980N+ 6.731.051.308 Jan '69 1100' NE of 79760ETurbine Bldg. I B-11Approximately 250' 21010N+ 5.435.859.618 Jan '69 1E of Turbine 80120EBldg. IB-12N of Pumphouse 20750N+12.81No Log79960EB-13N of EFP20380N+15.411.031.020 Mar '69 1Bldg.II79180E CONTINUED:Page 12Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference B-14SE Corner 20500N+18.18.028.019 Mar '69 1Admin. Bldg.
79330EB-15Heater Bay I 20740N+18.011.031.013 Mar '69 179480EB-16Fire Protection 20780N+17.652.572.220 Feb '69 1Water Tanks 78440EB-17N end of Site 21400N+16.260.0160.012 Mar '69 178900EB-18q, 325' W of 20460N+20.722.542.514 Feb '69 1Turbine Bldg. II 78330EB-19N end of Site 21350N+15.947.067.026 Mar '69 178900EB-20N end of Site 21325N+ 6.434.0100.028 Mar '69 178900EB-21N end of Site 21800N+ 9.450.0150.031 Jan '69 178900EB-22NW of Turbine 20630N+11.42.568.508 Apr '69 1Bldg. II78900EB-23N end of Site 21600N+10.276.0176.018 Feb '69 178900EB-24N end of Site 21200N+12.421.0121.024 Feb'69178920EB-25SW Trench S of 20200N+18.50.020.024 Jan '69 1Containment I 79770EB-26Just SW of SW 20320N+24.13.023.023 Jan '69 1Pumphouse 79920EB-27Shaft Transition 20570N+15.66.026.020 Jan '69 1Area80070ERemarks CONTAINMENT:
Boring No.
Page 13PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference B-28Center Turbine 20580N+19.04.023.811 Feb '69 1Bldg. II79070EB-29Approximately 20830N+ 5.842.662.524 Jan '69 1250' E of 80240ETurbine Bldg. I B-30W side Control 20270N+18.57.027.010 Mar '69 1Bldg. II78970EB-'31Containment I 20440N+29.93.023.013 Mar '69
- 1. NE quadrant 79720EB-32NW of Turbine 20680N+19.09.329.824 Feb '69 1Bldg. II78750EB-33Approximately 20920N+10.018.037.829 Jan '69 150' N of79470ERubine Bldg. I B-34Approximately 21010N+06.349.669.805 Feb'691200' N of 79210EAdmin. Bldg.
B-35Approximately 20650N+21.52.541.512 Mar '69 1Center Turbine 79540EBldg.IB-36SE Corner of 20540N+27.42.067.502 Apr 1691Turbine Bldg. I 79575EB-37Containment I 20420N+24.46.046.519 Mar '69 1NW quadrant 79625EB-38NE of Containment 20550N+32.62.3150.013 Mar '69 1I CW Trench 79750EB-39E of Containment I 20455N+31.91.570.528 Mar '69 179780EB-40E of Turbine 20680N+26.22.566.524 Mar '69 1Bldg. I79700ERemarks CONTINUED:
Boring No.
Page 14PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference B-41NE of Containment 20580N+27.66.867.618 Mar '69 1I CW Trench 79825EB-42N end of Site 21300N+14.344.0164.020 Mar '69 178900EB-43N end of Site 21300N.+26.239.059.017 Mar '69 178550EB-44N end of Site 21450N78380E+23.277.0100.001 Mar '69 1B-45N end of Site 21500N+21.194.5114.508 Apr '69 178500EB-46N end of Site 21630N+13.377.099.323 Apr '69 178500EB-47N end of Site 20840N+12.28.528.524 July '69 179740EB-48NE quadrant 20800N+13.25.526.025 July '69 1Turbine Bldg. I 79600EC-1Old Cooling 21060N+ 4.922.022.027 Jan '69 1System Design 80350EC-2Old Cooling 21050N+ 4.250.050.030 Jan '69 1System Design 80850EC-3Old Cooling 21830N+ 4.750.050.028 Jan '69 1System Design 81000EC-4Old Cooling 21020N+ 4.050.050.031 Jan '69 1System Design 81350EC-5Old Cooling 22570N+ 4.533.033.028 Jan '69 1System Design 81620EC-6Old Cooling 20990N+ 4.850.050.003 Feb'691System Design 81850ERemarks CONTINUED:
Page 15Location/
GroundSoil Bored Total Depth DateBoring No.
PurposeCoordinates Elevation (Ft)(Ft)Completed Reference RemarksC-7Old Cooling22300N+ 4.950.050.014 Feb '69
System Design
82557EC-8Old Cooling 20990N+ 4.850.050.004 Feb '69
System Design
82330EC-9Old Cooling21900N+ 4.550.050.013 Feb '67
System Design
83450EC-10Old Cooling20850N+ 4.350.050.005 Feb '69
System Design
82835EC-IlOld Cooling21200N+ 4.550.050.013 Feb'69System Design 84150EC-12Old Cooling20675N+ 4.050.050.015 Feb '69
System Design
83230EC-13Old Cooling 20500N+ 4.550.050.012 Feb '69
System Design
84870EC-14Old Cooling20450N+ 4.050.050.012 Feb '69
System Design
83275EC-15Old Cooling19800N+ 0.450.050.018 Feb'69System Design 85580EC-16Old Cooling19930N+ 2.1No LogSystem Design 85860EC-17Old Cooling 19540N+ 2.650.050.020 Feb '69
System Design
86050EC-18Old Cooling19200N50.050.019 Mar '69
System Design
86450EC-19Old Cooling 18890N50.050.019 Mar '69
System Design
86840EC-20Old Cooling 18590N0.050.050.020 Mar '69
System Design
87230E CONTINUED:Page 16Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference C-21Old Cooling 18250N50.050.017 Mar '69 1System Design 87600EC-22Old Cooling 18000N+16.250.050.013 Feb 1691System Design 88040EC-23Old Cooling 17500N+14.050.050.017 Feb '69 1System Design 88500EC-24Old Cooling 17600N+14.050.050.018 Feb '69 1System Design 88950EC-25Old Cooling 17410N+10.050.050.003 Apr '69 1System Design 89400EC-26Old Cooling 17750N0.050.050.020 Mar '69 1System Design 87760EC-27Old Cooling 20178N+ 4.050.050.008 Feb '69 1System Design 84170EC-28Old Cooling 20020N+ 3.950.050.006 Feb '69 1System Design 84560EC-29Old Cooling 19745N+ 4.050.050.007 Feb '69 1System Design 85000EC-30Old Cooling 19520N+ 2.950.050.017 Feb'691System Design 85520EC-31Old Cooling 19290N+ 2.350.050.021 Feb '69 1System Design 85950EC-32Old Cooling 20970N+ 5.130.543.006 Mar '69 1System Design 80470EC-33Old Cooling 20850N+ 3.630.530.524 Mar '69 1System Design 80780EC-34Old Cooling 20750N44.044.024 Mar '69 1System' Design 81000ERemarks CONTINUED:Page 17Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference C-35Old Cooling 20640N+ 4.338.038.011 Mar '69 1System Design 81305EC-36Old Cooling 20800N+ 4.510.015.009 Mar '69 1System Design 80500EC-37Old Cooling 20710N+ 4.32.007.010 Mar '69 1System Design 80740EC-38-ad Cooling 20540N+ 5.216.518.510 Mar '69 1System Design 80930EC-39Old Cooling 20530N+ 4.030.030.011 Mar '69 1System Design 81200EC-40Old Cooling 20480N+ 4.844.444.403 Apr '69 1System Design 81700EC-41Old Cooling 20350N+ 4.735.035.003 Apr '69 1System Design 81650EC-42Old Cooling 20290N+ 4.630.030.004 Apr '69 1System Design 81160EC-43Old Cooling 20110N+ 4.530.030.004 Apr '69 1System Design 82620EC-44Old Cooling 20050N+ 3.832.032.028 Mar '69 1System Design 83000EC-45Old Cooling 19920N+ 2.734.034.028 Mar '69 1System Design 83095EC-46Old Cooling 19830N+ 4.033.333.331 Mar '69 1System Design 83320EC-47Old Cooling 19740N+ 4.043.043.031 Mar '69 1System Design 83550EC-48Old Cooling 19650N+ 4.150.050.001 Apr '69 1System Design 83800ERemarks CONTINUED:Page 18Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference C-49Old Cooling 19550N+ 4.050.050.002 Apr '69 1System Design 84020EC-50Old Cooling 20290N+ 3.931.031.002 Apr '69 1System Design 82885EC-51Old Cooling 20050N+ 3.715.020.0Apr '691System Design 83150EC-52Old Cooling 19960N+ 4.021.021.026 Mar '69 1System Design 83380EC-53Old Cooling 19860N+ 4.036.636.626 Mar '69 1System Design 83600EC-54Old Cooling 19780N+ 4.050.050.001 Apr '69 1System Design 83820EC-55Old Cooling 19780N+ 3.840.040.027 Mar '69 1System Design 83050EC-56Old Cooling 19690N+ 4.138.038.027 Mar'691System Design 83260EC-57Old Cooling 19350N+ 0.550.050.027 Mar'691System Design 84485EC-58Old Cooling 19180N+ 0.150.050.027 Mar'691System Design 84950EC-59Old Cooling 19000N+ 0.550.050.026 Mar '69
_1System Design 85420EC-60Old Cooling 18820N+ 3.850.050.025 Mar'691System Design 85860EC-61Old Cooling 18510N50.050.025 Mar '69 1System Design 86290EC-62Old Cooling 18350N0.050.050.024 Mar '69 1System Design 86800ERemarks CONTINUED:Page 19Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference C-63Old Cooling 18200N0.050.050.024 Mar '69 1System Design 87280EC-64Old Cooling 17900N+17.850.050.031 Mar '69 1System Design 88270EC-65Old Cooling 17700N+13.750.050.001 Apr '69
System Design
88730EC-66Old Cooling 17500N+13.338.038.801 Apr '69 1System Design 89180EC-67Old Cooling 19845N+ 4.531.031.011 Apr '69 1System Design 82000EC-68Old Cooling 19650N+ 3.939.632.611 Apr '69 1System Design 82440EC-69Old Cooling 19345N+ 4.139.939.909 Apr '69 1System Design 83130EC-70Old Cooling19125N+ 4.050.050.009 Apr '69 1System Design 83595EC-71Old Cooling 19780N+ 4.740.540.522 July '69 1System Design 81370EC-72Old Cooling19550N+ 3.652.052.018 July '69 1System Design 81890EC-73Old Cooling 19480N+ 4.852.052.021 July '69 1System Design 82310EC-74Old Cooling19140N- 4.442.842.816 July '69 1System Design 82640EC-75Old Cooling 18620N- 3.052.052.015 July '69 1System Design 82810EC-76Old Cooling 18460N- 1.052.052.015 July '69 1System Design 83240ERemarks CONTINUED:Page 20Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference C-77Old Cooling 18690N- 1.052.552.514 July '69 1System Design 83650EC-78Old Cooling 18910N- 1.052.052.011 July '69 1System Design 84050E01-1SW Trench, between 79373E+ 9.816.5124.004 Dec '72 FSAR Appendices.
Units I & II 20093N2D and 2J D1-3SW of Containment 79310E+14.011.065.5004 Dec'72IT20218N01-4(E of) Fuel 79278E+11.415.5170.0027 Nov '72 ItStorage Bldg. II 20122N01-5SW Trench N of 79250E+16.615.365.424 Nov '72 Cooling Tower 20027ND1-6S of Primary 79156E+19.211.533.027 Nov '72 Auxiliary Bldg.
2005411II01-7Fuel Storage Bldg.
79110E+14.314.5118.711 Nov'72IfII, center 20192ND1-8Center of Contain-79213E+15.99.029.505 Dec'72ment II20245N01-9Primary Auxiliary 79060E+20.81.524.528 Nov '72Bldg. II20083ND1-10Primary Auxiliary 79088E+19.28.0112.0006 Dec'72Bldg. II20189ND1-11WSFPC II, N end 79116E+13.811.565.007 Dec'72IID1-12Tank Farm II 20276N78963E+23.956.29.529 Nov'72It20111ND2-1DG Bldg. II 78896E+21.26.031006 Dec'72II20234ND2-3N of DG Bldg 11 78829E+19.425.260.026 Nov'72IIfI20360 NRemarks CONTINUED:Page 21Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference D2-4Just W of Unit II 78800E+16.719.0171.024 Nov'72FSAR Appendices 20264N2D and 2J D2-5Just W of Unit II 78775E+16.56.565.001 Dec'7211111120167ND2-7Just W of Unit II 78730E+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. I 79350E+15.216.542.013 Dec'722040aNEl-4Fuel Storage Bldg.
79698E+20.21.5105.019 Dec'72I, Center 20297NEl-5Center of Primary 79551 E+16.06.5108.019 Dec'7211Auxiliary Bldg.
20296 NEl-6N end of Waste 79400 E+14.31.524.019 Dec'7211Process Bldg.
2030(01E2-1Containment II, 79201 E+15.96.5159.213 Dec'7211Center20247 NE2-2NE of Containment 79272 E+13.711.532.514 Dec'7211II20355 NE2-3W side of Turbine 19002 E+1935.052.004 Dec'731Bldg. II20409:NE2-4E side of Turbine 791701E+185.026.005 Dec'731Bldg. II20508 NE2-5NE quad Contain-79212 E+188.097.829 Apr '74 1ment II20277 NE2-6SW corner of PAB I 79551 E+1216.942.506 May '74 120203 NE2-7N end of PAB I 79552E20374 N+1713.5115.213 may '74 1Remarks CONTINUED:Page 22Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompletedReference RemarksE2-8SE corner of 79370E+107.070.008 May '741Cooling Tower 19997NE2-9S of Unit I 79568E+915.070.001 May '74120115NE2-10S of Unit I 79580E.+87.070.003 May '74120060N .E2-11Containment I 20435E+25.017.7168.027 June '74 FSAR Appendix 2F Boring Inq
,inedPerimeter 79611NAbout 40E2-12Containment I 20334.E+21.51.0165.518 June '74 Boring Inclined Perimeter 79642NAbout 40E2-13Containment I 20365E+30.50.0169.003 July '74 Boring Inclined, Perimeter 79745NAbout 40E2-14Containment I 20467E+29.93.0166.019 June '74 Boring Inclined Perimeter 79713NAbout 40E2-15Containment II 20321E+13.911.5165.005 June'74TIBoring Inclined Perimeter 79179NAbout 40E2-16Containment II 20227N+16.89.5165.229 May '74FSAR Appendix 2F Boring Inclined Perimeter 79130EAbout 40*E2-17Containment II 20117N+13.319.0165.005 June '74FSAR Appendix 2F Boring Inclined Perimeter 79224EAbout 40*E2-18Containment II 20270N+14.914.0168.028 May '74FSAR Appendix 2F Boring Inclined Perimeter 79272EAbout 40*E2-27N side of 79158E+192.579.815 May '741Cooling Tower 19990NE2-28S side of 79180E+181.0101.816 May '741Cooling Tower 19930N (ThCONTINUED:Page 23Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Referenced F-1'Alternate 17600N- 3.09.59.017 Apr '73 2Tunnel Align-ment86700EF-1AAlternate 17600N- 3.015.0143.825 Apr'732Tunnel Align-ment86694EF-2Alternate 19189N- 1.413.8264.415 May '73 2Tunnel Align-ment86875EF-3Alternate 19374N+ 9.487.5298.807 June. '732Tunnel Align-ment88446EF-4Alternate 18311N+16.8135.3329.602 July '73 FSAR Appendix 2D Tunnel Align-ment88393EF-5Alternate 18332N+15.7121.3319.531 July '73 2Tunnel Align-ment88430EF-6Alternate 18450N- 1.5124.2339.009 Aug '73 2Tunnel Align-ment87945E0-1Fuel Oil Storage 29690N+17.316.516.530 Sept'74FSAR Appendix 21 Tank78370EG-2Settling Basin 21380N+15.914.514.501 Oct '74 FSAR Appendix 21 Inlet78900ERemarks CONINTUED:
Boring No.
Page 24PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference RemarksG-3Settling Basin 21717N+ 9.434.834.801 Oct174FSAR Appendix 21 Outlet78949E0-4Settling Basin 21571N+ 9.622.522.503 Oct'7478992E0-5Site Retaining 20969N+ 7.89.709.703 Oct '74 Wall79525EG-6Site Retaining 20949N+ 8.219.519.503 Oct 174Wall79349EG-7Site Retaining 20932N+ 8.623.223.203 Oct'74v,Wall79175EG-8Site Retaining 2106N+ 7.319.019.007 Oct'74Ilv,Wall79107E0-9Concrete Seawall 20123N+ 9.510.525.509 Oct'7479720E0-10Concrete Seawall 20083N+ 7.96.522.008 Oct'7478587EG-11'Concrete Seawall 20042N+ 6.815.931.010 Oct '74 79455EG-12Revetment Seawall 19898N+ 7.211.011.010 Oct '74 Fr78500E01Falling Head 21882N+16.4TSAR Appendix 21 No LogPermeability 78291EG2Falling Head 21412N+25.474.084.027 Jan '69 VIVIIIPermeability 77959EG3Falling Head 20436N+35.411.021.019 Feb '69 IIIIIIPermeability 77489E04Falling Head 19989N+30.15.015.020 Feb '69 IIPermeability 77116E05Falling Head 19200N+40.465.078.004 Mar '69 IIPermeability 76420E CONTINUED:
Page 25Location/
GroundSoil Bored Total Depth DateBoring No.
PurposeCoordinates Elevation (Ft)(Ft)Completed Reference Remarks0C1AContainment I 20413N+28.00.246.603 July '73 FSAR Appendix 211Overcore Hole 79671EP1Old Cooling Offshore- 2.042.042.028 May '69 1System Design P2Old Cooling Offshore- 9.037.536.511 June '69 1System Design P3Old Cooling Offshore-12.074.574.514 June '69 1System Design P4Old Cooling Offshore-15.014.114.104 June '69 1System Design P5Old Cooling Offshore-23.024.824.810 June '69 1System Design P6Old Cooling Offshore-31.548.048.010 June '69 1System Design P7Old Cooling Offshore-38.525.025.015 June '69 1System Design P8Old Cooling Offshore-44.046.046.010 June '69 1System Design P9Old Cooling Offshore-40.017.017.011 June '69 1System Design P10Old Cooling Offshore-40.021.021.015 June '69 1System Design PllOld Cooling Offshore-19.018.518.514 June '69 1System Design PF -1Portsmouth Fault Investigation Greenland, NH+79.10.5267.021 Mar '74 FSAR Appendix 2C Boring Inclined 48
- PF-2Portsmouth Fault Investigation Greenland, NH+62.065.0271.024 July '74 FSAR Appendix 2CBoring Inclined 400 CONTINUED:Page 26Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference RemarksPF -3Portsmouth Fault Investigation Greenland, Nil+61.840.050.030 July '74 FSAR Appendix 2C PF -3APortsmouth Fault Investigation Greenland, NH+61.880.0204.308 Aug '74 SRF -1Scotland Rd Fault Newbury,+18.113.079.006 Dec'73ITflInvestigation MASRF -2Scotland Rd Fault Investigation Newbury,MA+17.650.577.510 Dec'73SRF -3Scotland Rd Fault Investigation Newbury,MA+17.942.095.019 Dec '73 SRF -4Scotland Rd Fault Investigation Newbury,MA+17.660.096.003 Jan '74 SRF -5Scotland Rd Fault Investigation Newbury,MA+17.634.0197.708 Jan '74 "Boring Inclined 45
- SRF -6Scotland Rd Fault Investigation Newbury,MA+17.853.058.008 Jan '74 SRF -7Scotland Rd Fault Investigation Newbury,MA+17.565.5255.018 Jan '74 "Boring inclined 450 SRF -8Scotland Rd Fault Investigation Newbury,MA+17.649.0172.019 Feb '74 SRF -9Scotland Rd Fault Newbury,+17.857.0118.303 Jan '74 7111Investigation MA INCLINATION ELEVATION DEPTHLogged BY: J. R. Rand 7/10/72 DESCRIPTIVE NOTES CONDITION OF CORE DIP GRAPHIC LOG DDHPAGE 1, of aSEABROOKSTATION10*SalL.DER- ?nu ran ;RA iTc22.S +0 of Rock Rock is .res!
,-,'minor rusly
\fr-c31YOr joiniSrOalo Fresb RockAlljointS LOW cu-le-bitko FresV)
Rods41G1-1 ANGL-E (6s0)Jo %NTS kr 1'40 2!INTs RN/ALSRock Fresh os AweRod-- is rare.- Breaks in OD 1.5,pieceSbok+36,nis are sfamed
- -Diabase -k)ark-cycy, tine-graine.8 wIth dark greznpl-r-nocrysfs Rock be.O
.ornes a. \iAlle_
Coofser ara:Ine.8 - ciark
-ereykl) 604AS-PROJECTHOLE LOCATION BEARING DDH B IPAGE 2_ of 2_SEABROOKSTATIONPROJECTHOLEHOLE LOCATION BEARINGELEVATION INCLINATIONDEPTH `5c012-'60'Logged BY: J. R. Rand 7/10/-12...
CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES ec Sreaks_- pieces
- _Roycic"-- BreaksISL)4Yp.Bfpieces 7-mR061yRustyRock 15 Fresh.*
Good drilling.
locoily .15inor rud.ned or. joints Rock is Pc6r1y Pfesi 4-o fres11. 2 local rod
- or)tits7.Da.ba.se -bark-grey,-6344, smolt dark .3rer
-r)Fhenodyst Specklirs D ;abase - 'bcork3rey, roile..el L0'11-11 small dark-sreen phenocrys+
- 5Fecklirs RosyE3oitoty,ible BreaRS ""
ackliP5C-V-45 _0 CI-11P5pieee5rm.DDH 13-7PAGE of \
ELEVATION
. DEPTH 3$31Logged BY: J.
R. Rand 7tt2. 72PROJECTSEABROOKSTATIONHOLE LOCATION BEARINGINCLINATION CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES 13/ Top of PockRock rrocteLyweakbere,d, KAI
,/ _koned Mineralsdiscoloy ed, Rock **iS Fairly Res-,showing rusty 64zinin3 only on pari-insS.
Rock is fces tSf'*only minor rusi-,/ , -
sk-o:ininoorb Scrne:joinIC D ri i-e
- coo.rse. ext6necl 1 11reyPoryphyri-tic chist. 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 LOCATION BEARING ELEVATION INCLINATION DEPTH g5'.`ti Logged BY: J.
R. Rand 7/11/72.
CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES 4,2/ -To F RockBreaks-CIN;psko .8/pieceScHIPScHiPsCHIPS TO z:
- .6 'FiecesMPS'Rock Is -Fres11 xwith only minor rUsly 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-grojnesA 31-4 arey po rphyri+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 ot ELEVATION DEPTH -51.biLogged BY: J. R. Rand 7/11/72OGDESCRIPTIVE NOTES Ziorife, in-I-err-nixed darkFine 3rained rock QXcoofser.co,inecliporphyrii-i
.c 11814 grey rock.
Fredornnoniiy a F(ne-granecl rock 4ype.
meptum DARK GREY FINE-GRAIN DIORITE 3Y 5cittom of 1101..E INCLINATION DIPGRAPHIC L Pock is res1--),
Only minor cua)y --=
66:ming call/
on joints .
To\r,i5G 306o.)-)c :-
COfRt)Ck 1G resh=nor Rost^COARSECOARSE PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION BEARINGDEPTH A8.6INCLINATION CONDITION OF CORE DIPGRAPHIC L OGDESCRIPTIVE NOTES
-s:@chips=1.2125.1-c1411).5DDH B-14PAGE ILogged By: J.
R. Rand 7/102.
8/ To(Roak i5xxPrezh, 04
-) only : x x'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-yrifiC COARSE.-.6'_pieces28' Boflorn of RoiLF:3:4_11 Top of Rock 4.
/(?) D;orife b, ici er? )-ica>a.s.2. Dke.O.
or Dialaase6ouiclei-
-(4)-fesslur "tre TOP or Pc:8e4rockl porphyrii
-icorfeu:ukir. local zones of rne.,di'uni Zfey,rte 3rairi!.ci c\iorife, 800 c-Cn. 5;liRed zone.DDH 5-is-PROJECTSEABROOKSTATIONHOLE LOCATION BEARING ELEVATION DEPTH 31.o' Logged By: J. R. Rand 7/10/72_
INCLINATION CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE 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& is moderatety.
,weci-herd off+)
-7:-dark brown CORock is fresh,
\)c) joinis hot- 61 ickenstRock .ts ReslitAkhor russi
-shoor)31' botton, oFqole.
DDH EPAGE 1 of 2_
PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION BEARINGINCLINATION DEPTHLogged By: J. R. Rand CONDIT ION OF COREDIP GRAPHIC L OGDESCRIPTIVE NOTES 50*^902._Corebeaks 4\chips -ko
.3 'fiecesYo-4) u3hotit
-let-2-?ocksli2htly fo1Mccierately t,Jead-f)execi,Local deLorn-Postfl'on,some:
rsty sto4nrs ParkIn3sOn 0- *35-- it_7 ,A-_ *--
Xs:
,
- GO' Top of Rocktilekaw_ditneri-Ge_hizi-,90044z-6-1C -
ti2h-L,Trey -RAe staine.ct_tool.<
- efient yX
- 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 LOG DESCRIPTIVE NOTES
-Rock. is rotctQraiel/
wea.-kfnered, somwhatbleached,_iron staihino, on
,Joinfs, +an tleac.63:
In micas.
Poor corin3
. Xsow.**,...*
Mel-a_seSmenf- Fine-3faineA Feki4a1Plic cht
-,teht ssrey cioartz. ific.
cr.15_*y.,S e-eaw.
-"`**
.
....*
$*$**. tK...* e K Tom v.....u:I 0 *- SreaksellipS.1- +0 i/_ece- ptSt20**11Z4B reakChips:+0 .81piecesCh43s 4-0
.6' eiere_S ILOModeraidy rock sorre what
\31'efached, V oca9y -a(ong1' tallest Sorne 1 -i3v\ roslyMoi- a. slron3 Toce.
\nherev\ti y
-45°:vloclaccael dLnity wea roCkRock 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.01W1 90arf t'fe. beas O.\-throush-outfetdspathic schisi, greY, fVrie, grained ,
160' Bottorn of Rote DDH(9PAGE of 1 PROJECTSEABROOKSTATION HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH Logged By: J. R. Rand 7/16/72o'CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES zoL30' -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 tanparritizs MeaseAimenl
-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 j PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION BEARING INCLINATION Logged Sy: J
. R. Rand 7/11/72 CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES
---,rOCIC i% rOl ideiCLI)/ : 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 meAcksedirAent ocrzHc;-o feick_spa.-41
.nror1e (bleached cice, A
-e)oe,a_A-intin.2), \wally 'tnierloyerecl bleacilea deoomposecl vJel8eciccarse-groo:ne,d)cci.uw in
_903,r1z.
ruSty dckihi n3TRAMS CribRAL (114TRUtIv) CONTAC1
-5o:%ch+le4r-ergi-Pncoo 'Rock is moclEtT4e1y weafrNerea, breaks cxr8 cxct SS 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- grey Fine b rneclt.om Cine,51"0.11Ta CHIFSctilPSopea 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 'micas locally discolored to
-tat \ broconToo' &Atom of Ode DDH S-2PAGE of 2._
PROJECTSEABROOKSTATIONHOLE LOCATION BEARING ELEVATION INCLINATION DEPTH I50.0 i --7/11/77.
Logged BY: J. R. Rand 7/11/72CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES tiC.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 of ohole rock.
CHIPSCHIPS:2. ctop5=_WOCk 15 6dY CHIPSfreA if\
To03no0+
- rIll nor poodery."1" cH1P5siains 0+.
Far i-i n355CT'-:minor sWeAcensictes joi4sZonenW 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-3voniecl e\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-sThroujilouf ops_-_Break:@Chips7{7).6'p,eces_tifeaksplece,s7chips to
.2qer.es 110a1DDH B-21PAGE 2 of 2PROJECTSEABROOKSTATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH KD.0
)Logged By: J. R. Rand 7/12/72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES so' -BreoLks:&Ch6p$An.2'ri,ecesgoLlthrocnhoot tel:,pfk-fko reldspaiAic.
6016,1,3*fresh bui
- poor,iothi-s and viarf-crs Paris on bo-kf)Rock is ickirly s50:-Local minorcO----CH 4)5rUbl 6:kihirr3 HiP5croSCHI PSIP5505:7);:lictai4sirs cxna parfirqse-CHIPSCHIPSsubjtel%,SC CiskAy 1611 ktrou.c\hout, Statn n3 On j'oints =c-J 50*CHIPSSome ,:ico;nis z\lotz Slicivi-\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%+1Wc 15patkic,tight 3vi in ccxnecl.Lzci6 Wdspar 1-1n3ers-Roc-1-C is evenfy Pokated ava.142-ific./Fe Id spofti c Felk,F,Kc cchi3 di'thf-r42-clium'areY,(nd gra;neid, Evenly Folic,feci rock CHIPSCHIPSSel)ist feldspoAk
.cas belowSek)iSft-Yel-Tnk,rnZy9003-kz;ii
.c. (ocay, Fine-sYcx,ine3, 11'.3ht 'Bre)/.Even 11 Folt'clie8 15e.' Bottom of Hole Watt t sorrie rrfi nor FofisVit'n3 c,\-\tits
- flcC ckafacier-sEicay Caulf
- stl'ckensces CONDITION OF CORE DDHPAGE of 2,SEABROOKSTATIONPROJECTHOLE LOCATION BEARINGELEVATION INCLINATIONDEPTH 11f.
01Logged BY: J. R. Rand 7/12/72.
DIP GRAPHIC LOG DESCRIPTIVE NOTES 50.2/Boo (rzone I mixed cloril-e, cola grey oVC.citurizife boulders.
Not nloc}, weafrlerir3 76' 0F oF RockerecLkseafL@Wps_- ofeces -
_1306( i5 sir y0 *..Vt., .r*PCS6-1141 'eldspaig' ic.ord,c"-)-ioe -Tam&, evenly FoliatedtoCERATrr,EWEAIK R (NG WeOcno threerrisco)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 fkindFELDSIITHIc 111i1101- FOC-0.A %,"FcLDSFATHiCxfek5pDrCli3Color-
-*^-.*- ,no
lb VSchist, 1
-i4sancl-ii. L1:shf -3rey, Cl'ne-ankinecl, evenly-5-. _I 20---^
DDH 1-73PAGE 2. ot SEABROOKSTATIONPROJECTHOLE LOCATION ELEVATION BEARINGINCLINATION DEPTH 11(04)1Logged By: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 100^-Atf'S.S'pieces%c,k is aah-Hy?A:LLI:PA.14 11411tCWeoffiered*-*Schfauv.tai , i81
,11--sty )every foVaieci^No MOVEMENT ON DIABASE CONTACTS)
-yrXft.".**CHIFSC,I4 (PSct-HPSHIPS,VuG6YC.H I PsSiain .or\joras 5552Occazioy103 ereek5IFTRU5IVE CoNITAcT,140 IMSPIACE 1ST V (De NGE Foci< rairty
-Freshslicabityweathered .
Diabo-Sene srainectiSOLphenoclysi-speckBLEACHED ROSty thirZOWle.join s*S-- Cfecti-tsma,- pieeesRoCK ISgisAcwo(cHILIED zcwg ?) "TO TAN CONTACT DIPS ES NeerIAL. o ScH(5Toc I Ty
.Wo zkevt.Acerism eViDENCE ON CONTACT CH 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-erained i 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 ELEVATION BEARING INCLINATION DEPTH VAI -771)/-12.
Logged BY: J. R. Rand 7/12/72.
CONDITION OF CORE ODIP GRAPHIC LOG DESCRIPTIVE NOTES I -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-ervals eotoLLBreaAcs -
- ChipSt3 1.2'S50_ ()feu-a- _CM PSRUSTYRock realeofely:
oeo,thsreci hh-out Somebleoth)eck, tcltscolDreck to sEvERE wle-IATHEROG,2..ROSTPu5rY n-oi 91- Local' ic yWatherech-rusfy
-oneSE3I-EACH Et)
SrealcSCANi?Sfo 2pieoe5cHIPs,Sorf HIPSSorr, °wry
,ock lit(kraiely:wea-her24 -1Nousl)-
72out, Feldspar vet\lels discoloreer fo +an. Some =
effs,::vk.)8s2/ Top of Rock iorife , infer rni xeci Rne-3rtkii Clark- rey roass;ve.
0,nct coo rse-smined I 12 shtfRetoritNAgrLy
-FINGRA wet,oy. le rorphyr4ic,rnecilurn rnecit'uty, dark -3(ty, nart-ow geir\in3@
G-k) tt inkervals. Veins 55- C30. Akk ve6ls &scoloreci tzinb,jwec4er;Roc.kfojt-ly COM pad/ LA3e.a.4)ennir3 noi-in3bi tioo. clove WELGED BICT STRucToRE WITH SURFACE WEATtiMED E.FTECTs FINEar'Y8.0 DDH21-PAGE a of '2PROJECTSEABROOKSTATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH ig10 1Logged By: J. R. Rand 7/11/72.
CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES Rock 'Is *9,411-(y 40 mode rati norno\ FeAdsarveinlets'are.
discoloresL
-kan. Rock not
-hckably weak.
A X)(soBreo,ks1:?bdci 5(C31.NiAy A-0 mocler44 usTY,Wea-kh erect t1 or
-_r- WEATUEr RIk,,pi ecespt n3) veln(el scieY-=discotayed 40 jo,n, 1.-coN1 rusk)/ zo neswoLl OFS:=
10 t.S/pieceSk4tPs-110---Cy' ipmot= roNGck 5[81/4/tlY :
tO .5' RUST i-o modekely v,ieces
_.-RuST Out, felciSparS t33di5Cdoreds.,iqtete.,--120_:_-_*q.: Lp0a51 tosly zone5 on .3ol 0-5Interrni><eci Pme.sra,neci bark-9reyl;orile os-Agrey cmrse-smineci Fine-erc6ned rock 1-ypeerec6nlinoje s Rock discia\oreci
\ke. weoherm3-Tnier mixed Cine -an8 Coat" e -s2Y-ci.tned D iork. High 0..nole vr-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 ( of PROJECTSEABROOKSTATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH g3.01Logged BY: J. R. Rand 7/11/72.
CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES Breaks@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-anin3 on.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 LOCATION BEARINGELEVATION DEPTH 231 Logged BYz J. R Rand Viz/1i CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 4' To of RockINCLINATION
- SrecLks DIABASE-(BouLDEA?)
- g Chps-.81- piecesZorii-e in\-ermixed do1<-3rey, fine-3mined and coarse emined , I1'314 grey.ISFrectominant(y coarse-Branect 1-YPeK0.40 Thoderatel)1/4Lk) eaii-tered,*x-1-hrougboaSDTV. 'rock De--
Coros;+ion and =heo,vy cost oY1c1/4nale.:304571 X ySANDSEAM01 PSI SOFT ilSAND SEAM.1CHIPSCHIPS\F 'NE23.7' Boilory) of HoleNote3D/22_Rock Qe.a_ii-)erirsand, ruS'r appea rrs due+0 orrcx.c_e.
wea+lner.ir5.
- Beeen wea.iirlered
- zores rock iS_in'teMai(y.
DDH B-3c)PAGE 1 of 1 PROJECTSEABROOKSTATIONHOLE LOCATION BEARINGINCLINATION ELEVATION DEPTH g70' Logged BY:
J. R. Rand 7/10/72_
CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES 7/Top cR-ck FOLIATION) 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-9rainecl 1 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 xed dark-grey rine-riosd and coarse_9rrx:ne.d4yPes. coarser-3ro:meA rockkends k-o weediler MOM. Tharl V'ine.-8vaineci tb bwron ron%ni r)3.jo W57@6"4o V inervccis
'Rock is stightly Weo.i-herec24) SActjecOARSECDARSE'esh \ook-23' Botlorn of RockDDHPAGE ofPROJECTSEABROOKSTATIONHOLE LOCATION BEARING ELEVATION INCLINATION DEPTH Logged BY: J
. R. Rand 7/10/72 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Nay 6k-o2kn;n3 pr)jo'n-Nis634!oynBioRe. 13 sligh-fiy werae-ered to show rusly'broLor, sti-eak No sUe..kensicies DDH S5PAGE 1 of PROJECTSEABROOKSTATIONELEVATION HOLE LOCATION BEARINGINCLINATION DEPTH (c. ILogged BY: J. R. Rand 7/10/72 CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES 2,5/Top oF RockRock1- CHIPSBroke r,CHIPech.,Fskleteces:"Ei.cHlps Cine-3yo:\ ned, VY\edi'u cto,rk-s rey Occa-sorwAi zraciAl (.011;6.,
pinenoc-rySi-S V'resd.inkrnally, mansanese skt\inin3 on closely:
k-2,a.c.e.4 361 r yks--..-14Z COWS'Breo,ks.2%1/iniervals z.5110int Generukily 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'N MINolk RUST 40 1:2-i1kliCrWS 50_1f 0%14DRusy GNARTz. AND CALCITE l_tueo voG41,6' Bati
-om1-kole^
INCLINATION BEARINGHOLE LOCATION ELEVATION DEPTH 41.01 Logged $y:
J. R. Rand 7/102_
DDH 6-.37PAGE I of PROJECTSEABROOKSTATIONCONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES bpl'piece s 700,30 n+Rock is reh - xXx Sorl11'3\-+
wecaerina 0-nd -
x-- xInferVOIS
\roY)3oni jovnks.lfl300dipG.' 'Top of o ck CoARSE'--C) Co i fe - mecium Pine...-9ra.;red mecil'om dark-grey i 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,SUcken5de WOCK k 5-CHIPS :Nth Y-05(yOn:f;1145--1c)(),V ).-KC.5.3o n'ti"Aecii)rn Pine3fa'ineot gfty rnas5ive Dor+fe High arnle ,jonts @
about/pEGmA-1-1-tEWITH GARNIET/lbuRMALM.0)4N0SULPFIIDE Si-RINGERSBoitorn of Hole PROJECTSEABROOKSTATIONELEVATION HOLE LOCATION BEARINGDEPTH 10'INCLINATION CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES DDH 8-33PAGE \ of 2_Logged BY: J. R. Rand 7/10/72.Cock.me.liode 1;3ht grey Loil-k r ose calehes jof,said e8 srey akil'orireCoarse votned rock oppeo.r.,
CA. at1etfrISN- f.-\eoneA'rockDIABA5E Cu1
-5 OloRITE on) INIRUshlt CoNTACT ci-tit.tro Di 0.130.5 e Day14, grey, Cirie.-Sra.ned, w'cg
- dark sreer, sAen 0 e.rysi- 5peckl n9 andoccasiona( pokbes of epi'clote CHiPs%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 ocal RA' on joiniS CNIPS,Ros
-ryFbck is
-es'i-tMinor rosl-bcakty on 4,0,1411K TDiorfkk- rnixea c_oar5e ardCihe sminect Diabase Dike biorite, hix-8 coaze and ne zv-a:khed rock S CHIPSifes11Very 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 LOCATION BEARINGINCLINATION ELEVATION DEPTH 15x.5'711017Z,Logged By: J. R. Rand GRAPHIC LOGDESCRIPTIVE NOTES CONDITION 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-SEDIMENT Diorife, fine-3ra;neet, h\edt'um- 1(.8)61- 3rey, with local -.ones ofcoarser-gral'reol felci5pozl-hic rock IIBreakses1-1-01.5intervats 2Medium- COW"Senal Diorite. -
Diorii-e,:rnossive chrkrY -
rnecil.um-Rne 9raintal ioco,( zone oF coorser
- -3rairledporphyll'tic biorvt-eOccasional FeldSpAic 1/6hh9 RUSTY STAIN 105.2'i5Minoy-roslyor' zorrienistock is Presh
-ti-woush oot, Oply occa.ohai int nor0-3or ]oints
'Roc-k hot closey jointed,.
NO I l'Ck enSldeS RusrEb,PITTED, 125.2' WEAMERED6ejointCHIPS,Iliwog RUST ?c&
is V'TeshMinor 'rusty S-Vainin5 on j 0 SU KaCES.I 45.2.1%els is fi'e.,5nDior;fe ao_rkY) Cine -,ccosf anal ctoare. grokne.8, (1:3-vt grey zones Freclor^lfnOxii
-ly Rne-grainec bior iteeottor, of RCAe DDT-I3PAGE ; of PROJECTSEABROOKSTATION HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH 72_/ Logged BY: J. R. Rand 7b1/7A.CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES RockrD;orik-
.3cc6neci_vv -vvNps 'rn- V Vv '163'7oc_1. is Pe_sV)-
XXXxXFusfyonly Occasiorai Yefycud-Or1.30t'Vt-5_ k x--cek is 5\i_shrt(,3ets&cec\, pt A-Loi-PI kr_ak rod- ,or) joirirs 6040706 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 -Vcesb cy\inoy- sienin3 on joscF3Ock f(CS\1 mr\or YOf _ch,()s\9f-. \\V =rjnfss61i3H-oxtu'r6,3 3\ ;04. t,,)-kcv;c5'th5G 64' siNownc-ayft , a,:ek reyorained, Lic CCC-aSiOna.)
- CoosSe- COarSe.-91
-0,;ned, -z,one,srD;ord-e... Jcilfkgr-ey, fin e- _graineaCoCax,S1011.1 200e-S_arey, coosse sro4ne.d dtorCoo-fse-xX X X coarSe x It XXxX X XX X eth-r xk X X _X X X cob.ree 12/ Botibm of o1e.
DDH 6-10PAGE ofPROTECTSEABROOKSTATIONHOLE LOCATIONELEVATION BEARINGINCLINATIONDEPTH GCO35 Logged BY: J. R. Rand 7/11
-12, "72..CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES 25'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,CerN 3F- 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 1 14+ rusty ;5173:ps -
+00k-k--ctIfie.3MC )4 Cparse.
- x y
- X-X )' CearSer-ock f,-; .R e<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-oomed I\fsc,ay. kskr\e.,-3rane<4 rock?Teckom'oncd
-esrnxed 804
-k-ge/ftne,srained on (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-aaH reddark- 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 1 PROJECTSEABROOKSTATIONHOLE LOCATION BEARING ELEVATION INCLINATION DEPTH GT51 Logged BY: J. R. Rand 7fII
-12172.,CONDITION OF COREDIPGRAPHIC LOG DESCRIPTIVE NOTES crip.s(ROA sIS ci..irky-6-esh, sulRject to :
lusty -ictin;rifi lsorre Loccxkeniykg
_or ) joints
_-:ChpsYutcRAK.c,"1.1/4-1 Oflkr,ehsp-skielyk...)c_atf
,ered \any
- n1ex nati Chke31nYJIY , C!-.5 GVIOwn .
j6in15 (se-70)
DtoRI-rt 8ouLDERSTor._of Rock FINE.tIk.J m+).gra'tricA dco-k-grey and c caxse-scoheci liQht -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 73ELEVATION HOLE LOCATION BEARINGINCLINATIONDEPTH I 0-'11-'CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES Logged 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 ri nO1 \--Veinin3 sprerioe5. OLfl3 xshoco rnmor ros---S6ntn_o.
air-4t t *110avais?)-dnoos fine anaufa.r (wen-tett)*ex6e,eyamie,a, ty,ass ve.,-
rAecl po-orey,itfx.ctsteo coiftrl prornnert Fele cioartz_ ve'min s3 of Ksh an#5--
li,o10-sic(?)
'Rock beczyme 8;ci6Isic v`tafk.-3te-y,raivleckdark zreen p\ex,ocrysts
- Top g Rock
.11' Avetalrenfly GL 1A)eathere.(211;cyrife Rrecciar D DI-I- aPACE ofPROTECTSEABROOKSTATIONHOLE LOCATIONELEVATION BEARINGINCLINATIONDEPTH Wilt Logged By: J.
R. Rand 71 10-11112-CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES r_-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&s arct phehocrysis 1\to14i,shAT,31ea:1,74s-BLEACHED CHILL 7-014E, SILICIFICATION
-ChipS7t0-139,31%CkCal(ly Viesh ChipsMinor 5-fa:tn s on 5DOm hernial dark--
.3yeer) co(or.Vt orrush/ stak 6v1 LW, Z r1+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 across core, co^d no+ no-rolly on hl'ek sl)ear Ikan2s.
`Rock roccity rpoyly2. Cal&pathized wi-& zed ihrielit.
ill -zorle,.cLIOCX,/ (ine -actineci closk aey, wiki\ dark freet-) phenocryst (small ). Ohly gety minor itev,11,3 r-Dia.6seC-h IZone. Welded breccia_
- Wl blCA)005e, C141Si1efe4 e.0Meksame-h fccic scinis{s/ minorfeldspaff,i7,1-6,1 Shear-PROJECTSEABROOKSTATIONPAGE 1 of DIDFT-a 2-BEINCLINATIONDEPTH KAHOLE LOCATIONELEVATION Logged By: J. R. Rand CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES 134.3'rock dick\iky sy_ **-*ere-CV.()el< ts 5 y -_- ' .-:...:
- ......_ ........
weaCercd fro -oof 2._minor(-06y sta nir Oron:joints. I) bleac-hed ArD broLon
,ryrile Ao z{ic,<ensickes or\ 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 LOCATIONELEVATION BEARINGINCLINATION DEPTH 2_8.5" Logged BY: J. R Rand7;.CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES tnirlortuSkychipsRock is c'e..s\-)
Very rninor&alcae =
cock.413 or .sorne.
- Ao'Lnis. Mostly hok- rusky.
Fas' "Top 4 Rocli_iorte `enKe.8.flea,dark-3rey ana coaze-gvain ist.c6h-k---ertyvectorAironily Fine, -2ro..ine4 8t'orleCazr92coarbe.2 8.5H-0 rn FHoIe*ir Reck )5Cres1-1 'I-6003110ot - =
LOCclify mor 6.0(4-enene4 r or\504-. -minor -
01r)t, sorickce.5 -
sIkk's -chlorite mr:D't :
joints ,low2d)-zo-'Col 8reak5 G"to 2.'A-erJOA 5 or' lowange jot nf5 200-30f Y5DDH ID( -1PAGE ; of 1PROJECTSEABROOKSTATIONHOLE LOCATION BEARING ELEVATION INCLINATION DEPTH 2:1
- Logged BY: J. R. Rand 1
-214-72..CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 10CHIPStwillet)Vu9SCh-e cev+,
Cvnted joiriiS -61 thrcx)shovt on 301 ock'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:3 deveAcvniexct
-Piar; k-e C'ir\e -5 raj nex4barl< ey as above moss i yeCHIPSCHIPSCH(PSrlier)V U95Dor;ie Fine-zrojnecl-c;c:cey, rnozsive -
oc,c,lty speckledroul\ aea\oS1113,FpSe IS FRG5V1 DDH VD1-PACE 2 of,2_ PROJECTSEABROOKSTATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH/Logged BY: J. R. Rand 1411172 CONDITION OF CORE DIPGRAPHIC LOG DESCRIPTIVE NOTES Chloni-e development 550 -*-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.knecii medioro 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°Joint chips415°7W\joints Zone.
15 SOffx xFaulf zone .-buf no of parthfly opan.-xX Xpr;lkx bleakS 30;45 arelow atmgle zo°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 grared Qk)oXk. 0 tinfern'xecl coo.re- and Fihe tack -ypes.
A pparenione, sof-we4 by 10:+
.er;i'.3but-not ruLiy or Ic..ke-r\Sicies3.1 5 clfv000..ez.YYASSUP-
- fexivre,
-rnecKum coarse erosineA, not fOlioked, meo1ium grey.
eolt-cs,on ov- vole DDH DI-3PAGE ; of PROJECTSEABROOKSTATIONHOLE LOCATION BEARINGINCLINATION 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-..nt Clo+, 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;nanily On 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 locally 15:-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 Vkole a_
tntrus ion breccia;coeldeciBecomesCoaczer-inect000.ftr_ dior it{e, fine. aroAreci i,Medium dark grq
/fairly massik _
but IocoAly shocos Vac kaiofl,A-e)(6... Narrow \Jrfs sometimes_
simw minor vog3y zok)+(on Goosi-z.donk
, medioin- coarse:
3(-`ne4 Rock eidensive,Yilroker 11 pss ible shear zon2 Rock is '04eredy siffir-erY 6346 chlorite% Mior sickihs byt nfRosty.D6rd-e fr\e:3ra:kned dcv.ck eley ocaly 106
.) torncoatle owne,i dio4eDDHPAGE of 5ELEVATION DEPTH 6c1 PROJECTSEABROOKSTATIONHOLE LOCATION BEARINGINCLINATION Logged BY: J.
R. Randii/vt 1-12.CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES a-71.6,5/Top of2070'\joi145k366-1s11" /-5c:crif l tiVArsc: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 Coat qopil .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.n ytiRne-To.:tned rf,4unl- dark -8 re y,mckssive_ ieKfure, xK14xDiDH D 1 -PAGE 2_ of, -3PROJECTSEABROOKSTATIONHOLE LOCATION BEARING ELEVATION INCLINATION DEPTH 169 Logged BY: J. R. Rand 11141-liz.CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES Corebrokenas shownCore broteensAlown?reAominol y)igh oy 6ieIIch ps- XX655nt setock is 1nreshXrninor ehlontc 70piritirniror11)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 ?yrit xCleanalleann3 on Ciorne-Qoknv,S%Y_*XMectiOm Coaroscpu cliork fine gro:
tincai A-grey.Locoj ca-.1.1-ser (9ra;hed zones tor (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-ion Corebrckex,'Shoon6.5.CDIAkIn'Rockezh =70,0t,Core is broke,r,,5mocce,hi, closely on el'oirlts 2 an4 cca'osiorYxt 7,--750. sow_-bncu,N3anese, and pyrite.,
27_oruoirli-s, Ghat-pi oun3vlar 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,ined 1c6rk-aey. -
Oute moss'Iye Wure Lo.01,t1 ocaA shosis.%ckRes,dosidy.2./-1-0f079--rvoJsYoYyin3 ociiii
-uc.-Ie:;
aryl Lersd 'fpfine,073,ine,ci 1dark3rey, (ocdlyvoloely CoWed ,
WockVcesh nof weo:there3 ikroojnout.X yXsYnooth,cltain DDHPAGE3 of 3PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION BEARINGINCLINATION DEPTH 16 9 Logged By: J. R. Rand If Ivf /72_CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES Corepynteev(:A(er)znlearS51.v3tonro,(eaksco.1/Cokni P s14enials:F.: No Rosi
-r?ock, 't5 Fresh-Lccollysurfaces ore.slIppery oitk ekorite-ckvalopment. m os\--\Jteflfln -2510 30 too ange
- 3cAnis., .
$ttaom9 V XISy.V XX 7%X le a.t.111KU S E C.3*.rrACFT X X)( Gloalz. cV,o%4e.,Mecliu41 COcirSe. gitColeCt aoorf-z.
dt'orite) 'medium grey, nneck ion\
Coat-Se ork'mecl
,6re 9rcx1ne4, diryey, MassiVE,dionfe,* 169' Battom Coce. 'ts beAenCht'pSier_es or DDH DPAGE 1 of PROJECTSEABROOKJ STATION HOLE LOCATION ELEVATION BEARINGINCLINATION DEPTII 65.3Logged By: J. R. Rand 12113172.CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES ioolder-.c..1or4e1 rniczeot.)s,o(o-fed 1513' Top iz)P RocK.predominculiir ne-srained C:_=)Core 1Drwis-.3/c e7,SoZiointz'e.7'Orozci hi3h-01/4.11a(p.
jOkri5_____ 7Dejo'irit, rus4y Core----4 rt-4Y 1E t_.1'.1' :1 7s'oirtLIN is Itesn.r).2- *'-'fedieces ---:-Y(US CCaCCCIAin90, 20b-3,6
\-c.&r\ OW C1118+- +ptk) arde -`,:jo'ir,-1-i,l,3otnis * +
1."-"...*
11,51- code8Om 15 ----\wi spread :+- +
- Ils as 7 *nterva-,..- 1.- +_ANoon .+_ +cA-x)ci *,Aak 7on-rujgyvrt a -27 rozk.JO (nv3V (7 SObjecied=VY.TYrP,Ohon-etk-ects.
ock 'fs VeshPcprnineni.
rusAorm-on on jocriis,55ints
-r0(r_urcxniervals -
80-riejno!'4,64);;te meoseckrode rcirg1heovy (OZ I4r-k 'P ft eSli70oNsl_y JOITe>X XQuark diorite, rrIx.--ure. ofCcarse aott .Rne graned rock 7FesWI arde(76
°-75°) rhuSife. confatt, tOtkied 8;kce ,dck.tis sat-eysob-black, Cot q-o;tne,d, masS\
fVQ.-6sP.-RS and krot RCGC cioseiy,joihied at varlovs
'tikes arlA ctps. Lou anje0 0 ) oinks prectom;nate.
rbiabas. A'ke iasThesthe, isu, 6110,dc, Rne evine{inocicX X predfxfit'Acurny X$ Crxtru Ilainect X X)(G5.3' Bottorn of l-tote.
DDFI6PAGE I. of \PROJECTSEABROOKSTATIONa./HOLE LOCATION ELEVATION BEARING' INCLINATIONDEPTH 33,0 Logged BY: J. R. Rand 134 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,
/ predomillariiy fine, iyx
.fh,P,A, rnecti'urn grey, Lady, oi-th hi3h afigle (7Y-8)
-ToUc;J'ionFine,DDH Di -7PAGE ) of 2_
PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATION BEARINGINCLINATIONDEPTH It 8.7 Logged BY: J. R. Rand 12.111-111-CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES Ock gedr),d Psho ro.sk-cx\joinis I=Lou) ounle(ie-sejt.lrrt,@--=cle"'intervals. C-k 7c) joy)800_900anale; jointscurved joid;nierijoS Vosio0S 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-'011 pcion)el's.",pyrife.on joints WjointseshRcPACjoirits joinf5 Follow both .7-66) h4-0s8le
-CD4alia7i=
and 3e-1e (No otyz3te =vanobk,rf ixk1ernST
- ko roz*. Pyrite on Some-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-ac 0dips^
DDHPAGE Z of 2.PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATION BEARINGINCLINATIONDEPTH ti g ,Logged BY: J. R. Rand 13.1r-171-CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE 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 weathereo cCk6sh 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 roldon ai- various aflitycles Goarfz (or, kxoi(yfoiktied, medium-grey Fine-graineJ,on(y weakly -6(01-exi *'ID massive 4e4ure 13reakspieces "as- Chi S,'- NS EKalcs:#110 2_(i:Aeces 118,7'Bottorn ofe DDHBPAGE of J PROJECTSEABROOKSTATION HOLE LOCATION ELEVATION DEPTH 2,5
-BEARINGINCLINATION Logged BY: J. R. Rand 11/11172-CONDITION OF CORE DIPGRAPHIC LOG DESCRIPTIVE NOTES tor- Core- Broken'Info Chips ci-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-=
x of 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_akY Mecli'vm-Arey Cobr.
minor 1ucebpmentabout zot JepTh. FrIcthon is-Very sleep Fo ve,rficoi 2q.5' Botkorn of 4c:k PROJECTSEABROOKSTATION.LJ1):-... Di- LiC1HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH Loggea BY: J. R. Rand 1241302.CONDITION OF CORE
-ogDIPGRAPHIC LOG DESCRIPTIVE NOTES Breaks:@: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 iro ckCoarc_& -B ia:,red I i'se
.ter sray ryiatri'x.
'Rock 'LsfALod. Layerira &6o'cli"i3 Gro,-;,-hc -texiure, voLadePrphyria quotriz..cViorife.,
aS af- bollorn of ho(e 21-.5 ' Erittorn of 140le.-1.6'Rodypleces DDI-I- (PAGE I of 2.PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION BEARING INCLINATION DEPTHLogged By: J. R. Rand/2112./71.
CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES BoulclerI 2' To_p oF Qw.rtzrnecl'om -cmrse 0*21.4\e_,
l'94 nieckum grey. Locally foll'ated eanale (bo 0-700)ciifps.Sreaksintervals on 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\io rod- on joints.
4110 =arele,Mos4 breakS Oh 0-610,junisctuartzike recryjzklUzed by cl ton fe Quar-a dt'or:4e, medium-coarse atc6ned, rnedi'orn li'9ht grey.
Loca.1(z some
--)01ioL1lor%Ste.e,pHrer srainecl near- fop sectibn.ais dips, not rnooff, ave pyrite coa1-in3s oVI hi.311joIntss/rcotk 600jotn4 with pyriie x 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 LOCATIONELEVATION BEARINGINCLINATIONDEPTH U2'/ Logged BY: J. R. Rand
/74/2472CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES 1 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 (85 f- 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 fr i so rFaces*117-_-thyouJI outspt,';'t.01_yri, fe.. --1very, , aoartz cYortle/ fie-rods, massive, w clea 9f-culled, med ium-srqfoliatedBeCorieS Coo,ce-sy-G4leci vock 112'13,6fiorn of ,c,te has pyrite wail 11
.5=
DDH PI-11PAGE 1 of PROJECTHOLE LOCATION BEARINGINCLINATION SEABROOKSTATIONELEVATION DEPTH 65,5'LoggedJ. R. Rand
/24072CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES a.s'cop of Rock uutz clfOr;le. Preciam;oontly, fire-tred(om 3va'kned, Mediurn-grey idolth loc.cd ColnFiner4eXtUreS. FOI4On G-)80 or (5e.e.per 50j0;,-f rock is zliehfly weaitlereck 4D IS' 7.1Oiri5(pCk iS VreSIn i :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:joinf o ?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'Intervals C-ocArGer ciarK-9treeniSkdiontcloarit.
- diorite, praclomincintlyRne-atikhed, hok h0"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 I PROJECTHOLE LOCATION BEARINGSEABROOKSTATIONINCLINATION ELEVATION DEPTH 2ciLogged BY: J. R. Randlq13172_.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Toinispck_30-eicPRois .-T-esi-)dipSMinor iv*khroU3S1004
-
onsome iov1s Rock Is i'res1-1,.;(
7---..-*ubed ko minorMIC:kk)S riuser-in1,0earenn.c3a.nd on joints Skj i4VrAillire 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 R ole DDTI D2* IPAGE I of PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATION BEARINGINCLINATIONDEPTH 31 .0 1Logged By: J. R. Rand
/02172-CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES 00^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-zpredominanfiy Fne-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'ne PROJECTSEABROOKSTATIONHOLE LOCATION BEARINGINCLINATION DDEI D--3PAGEELEVATION DEPTH 60 . 0Logged By: J. R. Rand CONDITION 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 -z n'inf"f.st-, sock is C
\ckirlif 7-....t.++tt -.1.. Mo:,i-
\jotn,s L--,,..r__ 1_- _..1e5 zi-@CA-N.-- x it )c 3cP-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 mfcaceooS con6c4-,
LoeldeJ Dioiasecike, so6-Uo,ck, ik'e,-grojIned 95 ;nkrusive. contr.A.c_t, welder),1Op...ckzit- te-px-eaoryliv)aryny
.QuARTz-t-re tISCLuskonlCOOXSE-TaA)cleca
- t4rvive.
conkoz+, weAckci PROJECTSEABROOKSTATIONELEVATION INCLINATION DEPTH 171.01HOLE LOCATION BEARING611'p 0.-ttd-udeCore. breaks are,Chcao.cflerist-icoll3o 7:DDHPAGE of :5 Logged BY: J. R. Rand 11/24.112._
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES x-{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, in cod i-jorColumnVery -thin veinlets.shf bleacinng gocke zfron
.s.Fine-Vinect 52.1 /to53.5'iS weided,healed,sollAcict sone1.)ori.te,alooffe, mixed coarse. -Ta' i neclaeyenc.losn9 fine-,
gam, aarK iorzy dro(ife.
X 'tiBreakSCoreas-'Rock is Cresin=.,/as above: iehogs 40 kmt onnber break dql,.,13, pint/or ver,n'iNRDcR becDnies kifecbmitActrd
-lyOxicse-Taineci i with relafive,ly.SMa.1( -zones of fine-3ratoe.d dioritc .
FineVe.in d'SxBreaksCore.CLSC211,011Fine eroinect vi6eck coarse ctc'c-Nne 8ortie.21.5' T of Rock Quarta. dioritc, rnecl2rey, iifYY \olY1 - caar-se -EOlocal fine-9rained c1ak4( erey clorife zones -
as shoor,. Rock i3Purf-r-91111r124 Fre5h crysiallined STATIONPROJECTSEABROOKDDH D2-'ft PAGE Lot 5DEPTH _ELEVATION HOLE LOCATION BEARINGINCLINATION BreaksihCore.a_S. ShownEineQ0cortt dorLte.1cs above./ -vcedomnankly coar-ackInedLogged BY: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Quartz 6iorite1 as above, vedoirninanfly coar6e-3rained medium gre, koitl occasional Fxfches-Rne-araiir)ed, dark arey dt.RneRnejsraneo. ciior'ce
,c)`"veiritels, ux(cied rnicroTaolf coarse153,oinl-tRuSIVE conrcAcT 1 IRREGuLAR AT 65f DIP?orehyrific_ quartz diorile, coom 3reaknex3irno,ssi&
.nlochum ey oki-k slightsr eenish f n3s Fine- ,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 ctippia 3 joinfs.-Faation76kYliS are deanys=notand' -do not Cit'p UntiErnix_iin one direction, -
cock fiesh, as above.
EceaksCore,asSlloconFineFine.
DDH2-PAGE of:3 PROJECTSEABROOKSTATION HOLE LOCATION ELEVATION BEARINGINCLINATIONDEPTH 171' Logged.By:
J. R. Rand 11121-111-CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES I5-: 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 K8h a.* clips ot.s sh own,14Quolfz. 116nine..--3rosned 9u0.4. diorite, rne:b'urn 9fey, mass'ive, peP per - salt +exiure_
)( X X CbarSe.
PROJECTSEABROOKSTATIONDDH U2L-5Ot IHOLE LOCATIONELEVATION BEARINGINCLINATIONDEPTH 65,0'Logged BY: J. R. Rand 124102_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES SOLACIer 24neoverburcten ifst'ne- Taineci dib rife,o' Top of' Rock Rodss are s ocic cresh --Breakslocu-c.ask e 20- 50 tamed iyIr)k-etrialsWolk)65 -Of\ (0(.0\ceArockartzter kce 600_,jontse:3/62/'tnervals niockmakse2e--reshpreduryftnantlytsckloto at-131e atinis aye,._-6-1rough out, low-arN3le jofsBreaks -RockRock is Resh,
@ 57.6'intervals
.1665' Bottom of Hole c=,0vu -E-Slieht1
-U5/-ot oper, folioAlon plane _
60a-_amI BEARINGELEVATION DEPTH \2.5HOLE LOCATION INCLINATION
--1"'Rockqe.5,orlt mincr-+1-1-z k1/4,:snz soh oinfZ - x DDH 02-7PAGE ofPROJECTSEABROOKSTATIONLogged BY: J. R. Rand CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES 107'tr t251 Top DiabaSe dike? v8xy .ne-ztro.:tried, very dark .3r,ey kobbzi<Core brokenCh1psi-ViTou3h- out Core.oniskerfkou..)ana\e-2,0Too70(NrrS2076906 DIPSAT 3To114 T e.P..vALS RocK t.tobGRATELY we.A-NEREn, S6F7ENIEb on) 3'0131'S Rock does no-i--i- ck.??eari-Wec.di)e red
)ffs oiToserfly k)kt-rDkAtASS OKS weakerte4someu+at l: x )2'2'dri wx llsy poorly-*-)(5o0 conia.ci;
,octrkzned;ury, c_ocLyse---
,ffrainecl;IenycimeA nn._.\us.konsd.D cco1.,-vide,d) intros%
ye.i 0-base-Vexy Cine -srai het(
sub black
. zq-een o6ine sFeckle4l Quarl-z cliorae, rrorr-c,ockm NC8bands of.Cr\e.r zvo,:thea, (Yorile, z;v1n3 O. broaA foo.A-ed effeci-6keeov dipp+tx3 Cok+o-k-;on -ok.5 31noion cRmveo'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 ELEVATION DEPTH 125.0/ Logged BY: J. R. Rand 14071-BEARING INCLINATION CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES 8reAsP.140(.5pieceson lou)-anste.jointShosT aNgTh tiP5,e.e-to '85Tocto.sotts-rRock .15ro1/44y3okikS. Some.
coafin3s:
joik-)is18,rok<entsy\ kmangle,joic)s@.51+0intervats G008.rilhiNBreakswick.'microlsCLQAN)LOW At4GLE zbit..3-rs CAWS'S tCLCA!ArisLe20 too85-*oli4TCALCrrE FILLEDo SUCKEMSVXS CoatuzRfRock 'S Vres\-17:--kkvfoo(21
-\ -ookRock Cres\-,
boo:2,1r,a01-zpredonnnm icaceoos (chtor4;c) dark-3reenish BreyQuartz 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 5 RoCKNOT ME:MSENMENTARY I 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 LOG DESCRIPTIVE NOTES CONDITION OF COREDIPd Rock0.0' TopPROJECTHOLE LOCATION Cenier Of OniINCLINATION ELEVATION 2:S.9 DEPTH 50,1BEARINGNo OVERWRDEN aoar\--,me.clurn Rne ojrailled,me,c1;urn 2rey. Massve,
-texi-ore.
Cho'r ock
-034Locally 'tn
-VroJeci 1D3 pe5rna4ife.
vein\ ei-sas shoLon.
PEGMAli TE VeltiLZT, Co5 vcc,mmt-rE. vEWLE:T,15 bIPPeGnA-rt-ra 650301T-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.8 G2k_lax-Vc, diOr3
-e.,@72.6'_500 olf)inkrosik4.-,
weAdedcofkox}.
CoARsE GRAMED LOLL) an-30fA-040@.5'40 ni-ervaks rougr,ROCk '\561;g hit_oto angle. 3oini
-5weo:Hlexirs 3cf-to35 dips ,)1'tne'Aer'klY 3-bints nok' rustyo.ificrecl except as shota\
?ock5';1{y toeakiv-reA, 5ht IV*IVOcierole.
thhrnrust on occdiof'-aljork 0-5 *74(4tfiefyn't,khe,,,,,iSho (')or, ,3604 AoxGO _io.tc-Ni.;z(yweaiivwci rutky 51;3H- t,..vath erin3Rusrymclerake.
weakber-in g.on3Dints ck,S zhOtAIN NO5i- ICSk hi-5 dipbout. z CP ,4-0 \ Isir4ervals CMPS, 051Y6.RCC_Jf *k$m4,or rusi-65Joini-1 tight wea-Pre4gPAtnor ruSty Cc341-y3s on some.join+5.'ksVCesh.
atreded by
.613\-)k-700,j oCRAPS, ROTY Hot-GRATE yoc-AmertiviG MitioRCore Break on IOWOZ..* (30°.3.0intsChips A-0I'in4ervaisBreaksOh 100JOMAS.5'40 1.5 interois _
$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-siti Qirearnedi 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 s 550 join+cl ectnDDH-PAGE 2_ of zPROJECTSEABROOKSTATIONHOLE LOCATION BEARING ELEVATION 28.9 / DEPTH 150.1 INCLINATION Logged BY: J. R. Rand 1212,6/72-CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES 7013rettIcs 80 @wide-Space's@.S'io 3'piecesBreak5ea, 4) s1-6 .p1eceS12WeiTHCRED-4.
Breaks0.5'1-oz' f.ieceSBreaks@A/A-03.s"peces GC:P.304 Ni minorrust.1' Heavy cus+,Severe-1i toeaillereci 50dip@ wkle.intervals, 0-part. minor roz,+ and di t*nor rustsq.0yi...v.60
-eci 4 "`c)64-ra e"-localzedor Cl.nele .30in'Z.RoCk is 611:,c..keary--
o.* ' of soff sevei
,elyweche.,xed-95.0/4-o 95.4 idepiTdeo,siert; cat ,joi ofi qock sis C resV,,I ocalty roskf,/ on es. ,oints ro;,IS Sevete(y tocalt)etect 6,fro5kyiRcek:sciexe weathenn on foli--on Cot- t.1' 80Fcore in ekk"c6 \Dut*A-decompoSed
=minor rust wee yocjoiritLotx.). angte..,:r;n4::
psrRoak i5 -Ci-esh, noro<sly aniolths.
Joints300%c..kNo toSk onFINE GRAMC c otiRSE g*toeDFNE GRAIMECI (Docriz_ clior
- tteirni)Ced -Cne ev).ne.c1 Jark cyey po.i-bes incoarse- gt3ine..8 1%
.s\rii-er greyPDX.0 $ec.on/c. Fine
.3rci'ined e.lot.,.)
87.ELo 04,3e 3ints e 3004-0i00 dips @ .5/40;,,(-et-vois zofle. clips is° DDH EL-2.PAGEof IPROJECTSEABROOKSTATIONHOLE LOCATION 20,45-0 N.Soo'E.ELEVATION 21 A
- /BEARINGINCLINATIONDEPTHLogged BY: J. R. Rand CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES maks7of.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.) 0.1-131e joinis30f.ThvouSnoui
-V11,7.2 "Top of Rod< Quo-0-z- diorite, 1-nixec1 n e - s3rminect
, dark grey anci CoarS* -3y0inea I ileit 1:yey pe\GA-rX rock por pkyrific
.1-0Loarck baseFor-phxrAiC.2..7.a' Etiiiorn of' Holt ber NE/DDH E I - 3PAGE I of PROJECTSEABROOKSTATION HOLE LOCATION SITE*2. - .79 350 E.
20,1-oo r.1ELEVATION 15.
2-1BEARINGINCLINATION DEPTHLogged BY: J. R. Rand i 2i2.7/7zCONDITION OF COREDIP GRAPH IC LOGDESCRIPTIVE NOTES Go° ..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,o428 For phyr Hc. 4exfore near -
1:Da.se.ble.arJne.d so-C+contarks +ro.si-6mk*22 Top42/ Boiforn e Role DDH EPAGE of 3 PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION 20.
2 BEARINGINCLINATION DEPTH Logged By: J. R. Rand 12/27 72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Boulders 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 YV54y sl-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 tps WrgtflFinexiaroaneol oa.rtz. Toy-;}e, mixeA Cvn8cr-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 BEARINGINCLINATION DEPTH Logged BY: J.
R Rand I2/Z6 CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES 0 *10'*_ c_clys,,,i_ *7.,
Rcck bfeacIvc1 Rock,-Is Gesk -
... -- f " .,....
ti\ 4M veciFecia'50 OlipS TO -.*rnosi tow cx.re *_3,5trik'S ace 1 i'peces 7.1minor- rus4 cre_oasonat mmor:
rust-of\5C\eGtAl8054,- roo5h, rus1y 6o* 701- CHIPScbLI To OW GO°FINE -GRAiNCD uctri-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 LOCATION BEARINGELEVATION 20,INCLINATIONDEPTHLogged By: J. R. Rand (2 /z6/7Z CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES C3(e0.1S5701-_pieces9f/. 3reaks3' to1.51piecesFneenx:ine3Roughunevon65.Z4,_'Rock sB008 arilltn3-M0 hie\ 0-Y-51e:nts -556-9of 7;Joints@ 1
/-2/ervalSCkresockfres1,--hot rusty on
-30ints - o ar)31e, ;joints dip 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, Cine rd .+0Si. R-edor,ti,v,1111 Coarse- 9 ra:Ined be..1 o ,
105 Bokkorr.
of Vkole Rock sOiry
-Fred\ 14p-rally_rusty Coai ;NS on
,joint lce rack rncderoiely toe1ther2=
+0 1(.5'-m0sf joini 5 -Dip 50`) or sfeeper-:
20*551:" To; rif.Cleln0-11PSto *Breo.kechiFG* I/pieces ruskCHIPS70,TontruslyDDHt-PAGE \ of aPROJECTSEABROOKSTATION HOLE LOCATION 20.300 I\179.5-50 E- ELEVATION G.0 / BEARINGINCLINATION DEPTH Logged BY:
J. R. Rand 12./26/-7 2_CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE 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 breaks inRosty- 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,3 Gejoint o,re s'yo'ink 5 @ 35
-16. -dean 0v_. vanoos cweintai-oos 60....1Vdrwt rv6k.yQuart-Z. dicir;l'e i mIkedPne. 9vo..noi
) dark 9rey cearSQ. gra'tned lighter srey35--41-0 low ante jonk eirol' _ini-ex-voAsQUOAZ. cioni rniXectRne. syw:hecl., ak grey anA coarse -eciIi3kte;ry rods -lyresRock s,s only vaTely fol ioiektprecl TY\ tho,n+l y codSer v-mined rnairiXrockMODWEA-rgRED75'sr.r.lookh clear\) oink-^Rock iS Cresh-pir-Its are clean arejoints:
(15-35Dips)are 1404'infex mis PROJECTSEABROOKSTATIONELEVATION )(:, 0 HOLE LOCATION BEARINGDEPTHINCLINATION DESCRIPTIVE NOTES CONDITION OF COREDIP GRAPHIC LOG DDI-1 Ei5.PAGE 2 of 2Logged BY.: J. R. Rand 12126/72-GZ (-0-rtZ <3,16 r- yyl xecisra:tnecl i dark 3Te/ 1'18coarse- ,
trc6y,,e_A I iNker grey Guairiz- cUor
- ik-erock 1-ypes ucuri-z.iorile,;ne-rocinecl arla coarseacure8. cis shown 1o' Ooktor, oFPock iz Vs\
-1sane ,:joinfsclean, dip 5f-(6.verzase 5f-foi))No Rusf Rock 'Is1Oo(orfs=e50_ (10) MD 5+tOocLicsRock is -.6sh ary3te2540fie70- rouoi/-136.11,4 Clean5C9joini. or,CEA ic14--tfo n--4,5 joint DDH E:11- GPAGE of \
PROJECTSEABROOKSTATIONHOLE LOCATION 20.
-30ON 79.400 ELEVATION DEPTH BEARINGINCLINATION Logged By: J. R. Rand 12/2.7/7 CONDITION OF CORE DIPGRAPHIC LOG DESCRIPTIVE NOTES 41/-Top-1' Rock*X X XX X XyE9moi4eye inletCore *A7oc".:No;c*breal(ps-chi ps-7o,loChip5.511 lb .8'ealerpieCeS -2;--; RustyZo--RosiyFock esserl+ic* X X Fre511 IocoJly$)(),S*1-lyA A--OhjointS, minor f Sw ))t, rt.)Sf - lowe-sjOfrit'S cVpoccur.2/.6 I'Intervals.
Quax-z dor4e, m'kxecl ciark/and coosze..-Braineck I13hf grey rricSrix X31( X.X X X)X AX X X24' IN:Mor n of hole.
sr_
DDHPAGE of 2_PROJECTSEABROOKSTATION HOLE LOCATION BEARING ELEVATION 5t
' INCLINATION DEPTH 159 .2 Logged By: j. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES cr fop of Rock X xX VGejoint .
85'do nt IM hor ru51800,10i nt Lminor rusi'Rod< 15 Ci
-e6-1*41ZR03Vloth - :
mhorSick:olin3 on surCaceSck.bOutdepkh-Qocatz Norit
-e-grcksined, rriedIsurn grey. V cooe.\*0+i@ i31-) ar lde (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 more 2/-1/ in1et-04S -in hole -,joirlfs are wo.vKStow% ryrifecfy,A infxs X xX yX 14X 141.'I,.0.03.4,2. Diorite ,as above, -
folidd-ion more ()ruminant Eto0--700s but voJriaue, wl
- airedion, F('ner 9railled medi111-61-14
_grey dor; i
-e.,c.6esehc..10SeckrndcliOvn (yarned mcd-rixQuartz- cliorife., as olo veirn11-1-1e_ ccarser-grained wsrti-) cleptVI. Less obviously Cbli'afed, more mossve fexiure.
nuartz. ctiorite,as Love,
/6ecome.s9ziine8)-Wt'afed
- 3orne, 1--ex,dacy-1-13 break
- ory smoo-thfokAlsor, plane .
DDEIPAGE 2 ot, zPROJECTSEABROOKSTATIONHOLE LOCATION BEARINGINCLINATION ELEVATION DEPTH Is9.2/Logged BY: J. R. Rand CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES
\ost- bre,c4(s In 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)elcieci ii-Folio.}-on Aso' -
iwri+e cookt ns on:,jolr Flaneo * --
0me.jotnts are
's, Slicken5ic1e ROck iS Cresh-.kervi..Ao break up 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 9e Si ickens icie zone
- does no+ ap?scat-5-qo:Or-h Or zubjeci9rounciwaLter f-rlo fernerit-.iSf81p dn-6IiodFictriesRock is Fre sk 607:Ed-GOa-r-fz core o 03D0.e,RoC-k eenerbAti fohafe8 01-Nd high arsIe. joints tafh svno01-ir, Surfaces i-en8ocx.or along
-E'c)\0.-1-ion Quax-i-zFine 3ratheA, medium grey, osocdlysteep Cott* in appare ntPaAf zone @12f-12z,s, rock is Folished Loith sIkkerlsicie@
Va.r.00 s o-reles Quartz dkrk
, fine gradne8, rned- elark prey - resernCies Lvccr\it-tzect"meTa-cioartzife
- we,11 FoIked *,roogh out 0 Go 8:ps'Rock Panis(pi s) or Vol6ralion
_ocre u:AneObt rnicar_e_ouS aDariZ. dc:Ale- coarser 81-ained -Wi.03-e450HIGH AN)G,..x wELbED FAULT ZONE- l'RESENCCalOTZTEFREiRtc'r-oNE MAKES IT WEAK, 4.,,,-;-tC.uLT 90DIPSDOLL- No ROST oR GooGe -pyRIn ON SOP PLANE8reccio--oekdeci Lkiiskecl PMLV-r-VIE LOED700- 90srnoothjt.
sikkenscle 70f jf.ZrnooThionS-FtIck *vs esh - m e -
shoo .5meoxica:
crr dickehs6eL
,,jcnkScomoroniy* 19.21gott-orn OF V.cAe DDH E 2 - 2PAGE 1 of I PROJECTSEABROOKSTATIONHOLE LOCATION 20:355 N79.275 E ELEVATION BEARINGINCLINATION DEPTHLogged BY: J. R. Rand l'2_/26/72 CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES 12.S' Top of Rock CM IPS---G5o;nt(Pock is Presh, --
hot rosy or jotnminorPcxodety coatin371 or\ sprne joints Low ang(e.0nts-e 20f-30f psaoax+Z diorae, rnedt'urYI-Eint..
9rair\e-a, mecli'vr
,-srey, massiveFexfore.
- locally minor porphyrific 20- 30). ou)joiris.2'- .5 /in4-ey-vals 325' Born of Rote.^^
5 i_ToP OF ROCK Fi;:mGunRTz. DioR1TE IFiNE-GRAINED btRK GREY bloRIIE E-1\I CL.ObE
-UU Mil ti-n (1::MINOM-CoPIRH GPsfiltIED LZI
-11GRY QuAKra 1.-11E-*FInrLZCAu-Y fOt-kF7,14 ATI ABor-ri i5f UP NEM ToP, GoiNG 5-0 AS51-100)0 WLIZED OR Fuse) CoNTAcTs
-114ouatoor DDH F- lA PAGE 1 of 2PROJECTSEABROOK NUCLEAR STATION HOLE LOCATION Hampton Harbor BEARING vertical INCLINATION Wx = weathered, Ix( athering ELEVATION DEPTH 143 10 J, R. Rand Logged By:5 '16/73 0'CONDITION OF C)RFDIPINDIVIDuAL 8REAKS IN COR5_ 5140w4 BY CR059 LIN E5 GRAPP IC LOGDESCRIPTIVE NOTES UNICol\not_t DATED 0,1EReuR9)0\1, 1_oX 2efy, *54Bo>(.i,15-36ROcK tsX X X X X R51)' 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.1 1 - X X Xo4 CLT lb- xxxx75 r vohm.. '`',160.4 . MotirRAThx xNU1/411-(ERING 7 X xx jo,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 x x x'Yo:,1,) 1411NOR Ro5rY:
x x 1(b,) 1 ,-.1;trr.13.rcf142SKSEANI :x X X PARTINGs 6S :x kx'x minor 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 risty RoCK t5 FRESH-0 Rcosh nt _X XXtiiror rosiyx';1(`-xxCOLIRiz DIORtrE i DARk< GREV F0E-GRAI4ED DoRITGitmir-:Dtom CcARSE LGITGREY GOA RTZ DloRIT E.
M4TRIXJUA1L 147573 DDH F -1APAGE 2 of 2ELEVATIONPROJECT SEABROOK NUCLEAR STATION HOLE LOCATION INCLINATION BEARINGDEPTHJ.K.RandLogged BY:5/16/73 Firv,ROCK PePEhRS Ci4ingi1E-R(c 14,AND Is \NE IAKI\E-1)oiM-1106 _AND ti,oPERATE fNCTHERIWG QoARTz. NoRITE, INTERMIXED -
FINE DORI
-1*e AIJD Mak-41-COARSE (_)(iRrz.
DOR( YE MATEV.
-DESCRIPTIVE NOTES a)tiRrz. bloRti
-C.AeoVe,'GRAbNG To (s-teotuR GRAINED su 8- MASSiVE &R1
---z- DioR 11
-EITT4A1Tjb FELISI;i-AR SPEtlq_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-CoARSE 0,u ARTa DIORITE_pc-pal-11cTENDs ToNIED(011-F1NE GRANa -
ocK IC)\AAR05 143'iolloF 110LE.1i.JIJE. 1(3) 7370'CONDITION OF CORE DIPGRAPHIC LOGR3031, Vigini-fOinor n)5{ter break Mira( NA' ROCK ISFRE%VoX 5-t 4-tco-:tr2'SLIGHT PcC,K 5t'Y'156.1 MINoRVoZY SCFOREops-ruichFs Rccic ts NoTAELY VUGGY-BREAKS ow CIILDRITE-121,s' RICH I-UGHANGLE Pii.rufQ5 Mira co4-v:pintFRE54rcr rtyity 4ainvusondmIcpredC) SAMPLES co Ck 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 mooR R05-N 5rAuvwGMinor mst zfainAs s440qA)^^coLL.
DDH F-2PAGE 1 of 2PROJECT SEABROOK NUCLEAR STATION HOLE LOCAT ION Hampton Harbor ELEVATION BEARING VerticalINCLINAT ION DEPTH 264 5 J.R . Rand5/14/73Logged By:
CONDITION OF CORE DIPGRAPHIC LOG DESCRIPTIVE NOTES 130NOR:: cP,o55-4\A1-C14 MARKS 31\I "'CONDITION" COLUMN EQUAL- .
MEALYRE.b eRefo-cs, sr)10-1-':. !YR P1Rift
,)C75IM C -1E5 ONC_ONISov-IDATCDOvERBoRDEN 158' ToP oF ROCK 1501*160-:- Er,x 2.:158' -178,5 BoX 31178,5i-192.S10.1c 2:sSa)-rtAtaD301-.3--11Gt-t Ar \
(.4E3b11\lT5 Lou) FM\_\C-Lc oaRT1065 R-rs)1'11 :STAVinG.
GENERALLY alow 51RLA:rEb S-FACe.c,, EUT ARC, (3o
-r :PoLv2,1([1.
),sp-,oN)Suaf"ACt7
, ARE NoTpoi_151-tED Rod.< 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 kor36 Z::11.01.1EL CaoRITE-WItED Iriinor ARE RE-MINGRALIZCL
,`,(Yjb\YA% 1)0 NOTSo;;GEaRcce-NT tiovEMENT:
1:;,:)ary Co(a.c;,ON) apt-U: P1KTitX5 F-EL-NPATFIC.
,DnEMINTITCD)AGUCLY FOLIATE:
SovIa0IIAT MASSIVG 1 4\EJNOM-GRUK:1mEb(um DARK GREY CaDR.hll\W-Rit\f-S ARE Lb-r Sues ger lb eFFECT5. FoLATroto Ls ARDOOD 40
- 1) 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-LF6SIIIE TExTURE..
/ 1k)1114 t_ocAL
-zon&isCF PRotiiNgt
,IT t-,R-ANGLEFOLLATIOO. CTRIATED C1-11_0/RfrE BICH TONI 6oeAfkeCC)NIM)
41:L Re MoDERATEL keJUtJE I 69 75 ELEVAT ION PROJECT SEABROOK NUCLEAR STATION HOLE LOCATION BEARINGDEPTHINCLINAT ION DDHF-2PAGE 2 of 2J. R . Rand Logged By:
5/14/73DESCRIPTIVE NOTES 1-1-1bP4TI-i(C,AS Ai3oVE.
PoSs I BLY Lvirl_E Coig RS -GRAINeD 11-1AN ArboVa.
3LCn\,t(mg kola_E0 ori
-14 eleirlre_K NO13 Ar.lb NIOn Uci,o361]. ItQ FE-L1)31)A-VI(C. HATRIY. coNITORTD.ouATIoN).
(META -110LCAOIC until)Sags-CIA AeoVci BCor-tiNG Ivtoc MckE- eto-m-E-FitckI, FUJER
-GRAINED-BElou) 227! 1-1IGHLY coriroRzo Pot4 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. c4-1LoRITE AND PYRITE otv Totnyrs.0 SAM pi_E5 roP,-GeoTECitniCAL t,.)611`,3EC=_Rr..
.5123/73269 5" Q,OTTOti OFJLIN.IE. I
-7 3tc)il CONDITION OF CORE DIPGRAPHIC LOG FOCK (5 E__ENDPILLY7FRES14.561N
-rs 4-\ AVEMik\DR sTruNNG AN)D PYRI-rE CRO3TS, ToiN15 ARE:
S11170-Te-o, Wrrti-PARTNGs DIP &P-107 ACF05SARC r,3o-r- 1,1-5ukpasTAtoeb210 ,?OCK lEFREs C-1CLITEfi\R-rzs.
AKEsuptLwur -ARE coPc1e-DOrri-i-PYgt7t PttoryoR PooDER Ako wat-lOcosl_t PPA GE,2sildiens;aes RCCK is FRES144 Joint") AND rARTIOSs_
ARE LwAGLYQ3ITE PPEM, sTRIATED,_
Poll.51vci -,p)/ritete ureared Pol i5kc Rock 15 FREst
,t,PA RritoGs 1C-SLIPFEKY, 250L.74,0 BORING LOCATIONN18311,E88393;INCLINATIONVerticalBEARINGDATE START/FINISHJune 8, 1973/July 2, 1973 CASING 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 TEST STRIKE, DIP F = Foliation J =JointC = Contact B = Bedding SOIL AND ROCK DESCRIPTIONS uz n.0fa 41(Weathering, defects, etc.)(Type, texture, mineralogy, 0 gcolor, hardness, etc.(
c) caDepthftTypeandNo.is,orRec.%Graphic&PE-%psiComputed,,k10-"cm/sec!III/1111 1.0S = 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 of coarse 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 coarse sand.-_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.s 0itor) = 0.18 tsf
-_LISimilar to Sample 816. s uitor) = 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,- moderate oderate 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 medium prominently folla ntled.1 Feffaaltithico.:--_-:7---:er.i0N_N- Standard penetration repistance, blows/ft Rec - Length recovered/length cored, %
RQD -Length of sound core 4 in. and longer/length cored, %
s- Split spoon sampleGroundwater U- Undisturbed samples 8 - Shelby tubeN - Denison F- Fixed pistonP - Pitcher 0- OsterbergG - GEID- Drilling breakk - Coefficient of 7,8permeability NOTESA - Auger sample
- 1) - su(tor) =Shear strength measured with Torvane.
_SEABROOK ST ATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY g Mad engIneas g ..n.,,,,,.......
Date: October 4, 1973Project 7286 PAGE 1of 3 ILOG OF BORING F4 (1) GEMISCHNICAL ENGINEERS INC.
BORING LOCATIONN18311, E88393;INC LINA TIONVerticalBEARINGDATE START/FINISHJune 8, 1973/July 2, 1973 CASING ID5 in, to 4 in. to 3 in.CORE SIZE2-1/8 in.TOTAL DEPTH329,6ftDRILLED BYAmerican Drilling and Boring. T. Paquette GROUND 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 TEST F = Foliation 11STRIKE DIP J = Joint
=CContactB = Bedding SOIL AND ROCK DESCRIPTIONS a:(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-dip 200-35'.Many low-angle partings are smooth.
Chips-Fairly fresh.May be slight angularwx of feldspars.Partings are powdery, but not rusty.
Dips NE?5 Angular chips-Even joints intersect An61 gone of intersect-at about 90 ring smooth even r 1),11,1,s 8 1 ightly q 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, moderate Extreme wx-to extreme wx at dis-sandyModerate-continuous intervals al severe wxshown.Not rusty. Ex Chipstreme wx-decomposed Extreme 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 evidence of shearing.Joints frequently at:80, suggesting 800 dip on dike------7._--wrApirrAIRINFAI prOPPr-'--_to severe wx Chipscrumbles at extreme Extreme wx-ax; is sectile, soft at crumblessevere wx.
ChipsExtreme wx-Weathered throughout, crumbly earthymoderate to extreme, material,blackbut predominately se-Earthyvere to extreme, soft Chipsrock chips to crumbly Chipsdecompred earthy Chipsmater a .
AMIPIII+-ti Quartz-feldspar veiningI'.q;t74a,Slightly to moderately wx.
-Moderately to ex-
_Chipstremely wx-locally occurs 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 moderate Chips-slightly wx.Some rusty to moderately wxstain on joints.
1.5' core lost Core 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 a 7(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-aa PMMEINIIIIIMIS VAIIT/AIi_ .-3-i_-, --_------_extreme sex Extreme sex
,Looally fresh inter-sally, but subject to moderate wx on joints.
Extreme wx Extreme sex ChipsLocally fresh internal, but subject to moder-ate to moderately se-10" core lostvere wx on joints.
ChipsChips -fairly freshChips-moderately WEChips-internallyFairly fresh to slightly slickensided wx,Conchoidal slick-ensided surfaces lo-Severe wxcally.Chlorite con-centrations(?)
wrAmmihips-ir AMA'FA=PP4le_NX-241/41111=621 EPrigrejI AilKIM=21111F/AINDI PPMmr.I.A...:
--Chips- fairly
-'fresh-:Chips-internallyFairly fresh inter-
-slickensided on con- natty, except locally choidal surfacesgoes to moderate to extreme wx, IFIFIM,PIANAm12.011,411M.
--::7--inN- Standard penetration resistance, blows/ft Reo - Length recovered/length cored, %
RQD - Length of sound core 4 in. and longer/length cored, %
- Split spoon sample; Groundwater U- Undisturbed samples 9 - Shelby tube'N - DenisonF- Fixed pistonP - Pitcher 0- OsterbergG - 0E1D- Drilling breakk - Coefficient of wx- Weathered, weatheringpermeability NOTESSEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY U Med 6ft0186f8 .ocne....
-. mDate: October 4, 1973Project 7286 PAGE2of3ILOG 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. Paquette GROUND EL (MSLI Itft ! Rock - J. II. Rand EL.NISLfSAMPLERATEr RODCUTENTRPRESSURE TEST SDTPTRIKE 'Fellation
,t = Joint U - Contact Ii = Bedding.Sti,il, AND ROCK DESCRIPTIONS ie 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 wx Fairly fresh.Drillsfairly well.
lost breaks across Core' -po85lishedsite kens ides 'Fresh.Some minor powdering of feldspar
.phenocrysts.Minor50-Chloritepowdering on joints.
Fresh.Drills we.
well,Curved joint-Parts on chlorite-highly chloritie.,,smearedstriatedslickensided slippery joints.
,75: Joint-chlorite smearedcoated-striated 4-f- f-/--t-1- + +-I--1-_,i.'l-+-t-t- 1-I-i-_.,_if" +---7---_--Diabase, Dark gray, fine-grained,zwith small scattered dark green phonocrysts and scattered small:white feldspathic phenocryst speckling,
--_-,AdiIPA1!I1PP-BOTTOMOF BORING
--:_-:7:--:--L'-:-:-::--...:-:.::-----7:-..;..:":-:020NN- Standard penetration resiatance, blows/ft ececovered/length R- Length r cored, 'it RQD - Length of sound core 4 in. and longer/length cored, %
U- Undisturbed samples s - Shelby tube. N - Denison F- Fixed pistonP - Pitcher0- OsterbergG - GMD- Drilling breakk - Coefficient of wx- Weathered, weatheringpermeability S- Split spoon samplea Groundwater
_ounNOTESSEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY a trilled engineets rcDate:October 4, 1973Project 7296 PAGE 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. Harris GROUND EL (MSL)-9.1ftDEPTH TO WATER/DATE Tidalft /- LOGGED BYSoil - K. Polk; Rock - J. R. Rand EL.MSLftSAMPLERATEOFADV.min/ftWATERor RQDCONTENTPRESSURE TEST STRIKE, DIP F = Foliation J - Joint C-,,-- Contact B = Bedding 44 QSOIL AND ROCK DESCRIPTIONS C4 4(Weathering, defects, etc.)(Type, texture, mineralogy,
- 9. 0color, hardness, etc.)
'-' ge%GraphicIii:npsiComputed_A k10 `cm/sec DepthftTypeandNo.NorRec.0111T/1111 0S'. 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 eubrounded grains; 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 subangular grains; contains gravel pieces up to 30 mm in size.
Light gray gravelly very silty fine sand.Uniform; fines noulastic; contains several angular 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 S N16W, 58NE .1 N21E, 35SE S MN: fiNE i :---N20E, 28N W'S :
- well. Joints and part-P.Hard, but is affected 42 l' Diorite.Fine-grained.
throughout by slight to4-- 4-Fuecontact dips 55 Minor 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 medium Bleaching does not seem.I tannish-gray.Moderately t- Talcto degrade rock strength.,. 'c.,bleached.Quartz diorite.
-*z1 V2.4,0; Pyrite.,.-*,.,,.So7.2,'A%sA-'---*H36.0, Fused Intrusive contact FAIFFIiP.IIIlil/I1I1FrA.."*BleachedMabee.Bleached at top.
0 DFresh and hard.Drills',Ir._ fI 0 Slight wx well.Only local and_4. Fused contact dips about 68 L-*D91. 9' Diorite.Fine-grained, mad I- Dminor bleaching effects....'A7,7Minor,. ,tannish gray.Some minor chloritex'..rbleaching.
'I`X).'Minor wx -r. ax
_ Minor wx Fresh and hard. Drills-" I-;well.Minor surface vixIt" XDiorite (7) or feldspathized
_ effects on some partings..,X-,I.quartzite (7).Fine-grained,Xquartzes*, prominent foliation N-.,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 is D...bleached, hard.
a.7.'Minor wxMSlickensides Fresh and hard. Drills conchojgja well. Slickensides do Pyrite-8116.3D- not appear recent, are sidescommonly on irregular, interlocking surfacers.
Fresh and hard. Drills EoInge 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 25 vII' 111 4'2- ,BleachedDiabase.Fine-grained, 4+grades to dark gray below 6'bleached zone.
A-.11,-..417 Ire,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/ft Rec - Length recovered/length cored, %
RQD -Length of sound core 4 in. and longer'/lengthcored, %
s- Split spoon sample.Groundwater U- Undisturbed samples s - Shelby tubeN - Denison F- Fixed pistonP - Pitcher 0- Osterberg0- GmD- Drilling breakk.. Coefficient of wx- Weathered, weatheringpermeability NOTES1)-Roller bitted to 40.5 ft 2)-No clays present; therefore no water contents were determined.
3)- This is only a partial list of dip and strike data.
- - 300 lb. hammer used.
SEABROOK BTATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY g utted eretneers II 07110.11ANII MC Date; November 23, 1973Project 7286 PAGEIof2ILOG 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. Harris GROUND EL (MSL) -9.1ftDEPTH TO WATER/DATE Tidalft /- LOGGED BYSoil - K. Polk; Rock - J. R. Rand EL.MOB.ftSAMPLERATEOFADV.min/ftWATERor RQDCONTENTPRESSURE TEST STRIKE, DIP F = Foliation j = Joint C = Contact B = Bedding ie NSOIL AND ROCK DESCRIPTIONS lia'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 a N OW, 76NE S N 0E, 44NE J
_1478W, 608W F -
1426E, 71NW F 1 titR; g2U S' 1473w,3W, 68SW S -
N20E, 70SE C .
hT3OW, 40NE J -
N82W, 48NE F :
N73W, 30NE J N21W, 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 r N23E, 765E C -:
,--:170Fresh and hard. Drills well. Only very minor wx effects on joints and 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 50 bleached, but adjacent$ aBleached tan. Fine-7diorite is not bleached. +,piorite 0,__grained.Hard..9Shart contacts.
51Slickensides-Moderathly to severely Apparently wx.Softened. Locally weldedweak.Slickensides PyriteFresh and hard. Local;
,slickenaidesslickensided zonesIlated to folding.
Pyrite'.....1:- Fused contact dips 80 0_x x >0 x xDiorite.Fine-grained,-A .X xmedium gray.-xafused intrusive contact -
',lin. 5,1=11arIII-ril00.03_,.,Fihe ty."-,,, 'Coarse girl .45.189I11,1appear to be old. Re- tZ61L'
_-4_,t_..1 x
- . I-.AQuartzite(?) Thinly foliated,--- Fusedvariable dips.Fine-grained, 2 r---,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 fine qHighly polished slick- V xs Grayquartz diorite.Coarse--enaides at 113'. Also,,, Localgrained quartz diorite and:It Highly polished at 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 throughout elickensidesthroughout 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 60 0226.0:DDiabase.Bleached to light throughout,Drills. tA..1:1,Slight weMinor surface+ .I - .1.-greenish tan.Fine-grained
...:well.MTalcwe effects on joints.4- Joints are not shaken- 4 -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/ft Rea - Length recovered/length cored, %
RQD - length of sound core 4 in. and longer/length cored, %a_ Split spoon sample.4. Groundwater U- Undisturbed samples s - Shelby tubeN - Denison F- Fixed pistonP - Pitcher 0- OsterbergG - GETD- Drilling breakk - Coefficient of wx- Weathered, weatheringpermeability NOTESx - Oriented core.
USEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY MW enginsasDate: November 23, 1973Project 7286 PAGE2of2ILOG OF BORINGADT 16t42011ISCIINICAL IINGINECHS INC,
'BORING LOCATIONN16571, E90280; OffshoreVerticalBEARINGDATE START/FINISHJan, 4, 1974/Jan. 7, 1974 CASING ID3 in.CORE SIZE1-7/8 in,TOTAL DEPTH240.3ftDRILLED BYWarren George, Inc.;
P. Schaeble, J. Harris GROUND EL (M8L) -4.0ftDEPTH TO WATER/DATE ft / LOGGED BYSoil - K. Polk: Rock - J, R. Ran EL.MSLftSAMPLERATEOFADV.mm/ftcvsNELIT orRQDPRESSURE TEST STRIKE, DIP F = FJ =Joioliati onntC "Contact B = Bedding SOIL AND ROCK DESCRIPTIONS a.) 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 J N79W, 25NE J f4,93k. RE iN11W., 638W C N76W, 39NE J N 7W, 42SW 3 N73W, 29NE J PyriteFresh and hard.DrillsDiorite.Fine-grained, medium :
well.Minor surface wex , 0dark gray.Generally massive ILeffects on joints and partings
, , Y Itexture.-.,, ..,....::
Sligh WeFresh and hard.Drills, ) ,,well.Local slight wx on w 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 di Opens1 -,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. %v erily, fine-I k."-",e,-;!"-.0 1"g'rqused diorite inclusion at 0Fresh 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_ . feldspar I-+ +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 irregular Polishedplanar surfaces.-graphitev acontorted foliation throughout.
No meaningful dip direction.-:7,xX4 IC143.--7N- Standard penetration resistance, blows/ft Rae - Length recovered/length cored, %
sound core 4 in. and longer/length cored, %
RQD - Length of sou S- Split spoon eample.; Groundwater
- Undisturbed eamples Shelby tubeN - DenisonF- Fixed pistonP - Pitcher Osterberg0- GEI- Drilling breakIt - Coefficient of am Weathered, weatheringpermeability NOTES1)Washed through soil to 33.5 ft.Na sample taken.
2)Roller bitted to 34.8 ft.
3)No clays present, therefore, no water contents were determined.
4)Drilling rates for NQ-4 through NQ-13 are 5 to 7 minutes per ft.
5)Drilling rates for NQ-14 through Q-375$ 5 to 10 minutes per ft.
SEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY FA/ mead englneas wowerwtwo W.
11611,
...........,...-n-,--
Date: January 14, 1974Project 7286 PAGE1of2MC 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 IND PRESSURE TEST STRIKE, DTP F = Foliation J =JointC = Contact B -.* Beddingre PSOIL AND ROCK DESCRIPTIONS (Weathering, defects, etc. )(Type, texture, mineraloyy, ppcolor, hardness, etc. )
Y%Graphic,1Mp0iComputed k10em/BeeBegat'TypeIandftNo.NorRec.(.((iyi(190S = Slickeraist CONTINUED 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; Raiff N45W, 279W J N25W, 56NE J N61W, 358W J N84E, 67SE F N11W, 18SW S N23E, 50SE F
/447E, 76SE F N25E, 76SE JN 5E, 34NW J N5OW, 26NE J N74W, GONE J N11E, 11NW J N 6W, 24NE J N21E, 20NW J 0671W, 37NE J 5436W, Vert. J N 9W, 63NE Mt; liSe' NNW, SONE F N28W, 525W S N 1W, 51SW 49W, 29SW J WISE, 29NW J N86E, 27SE 9658W,58W, 58NE C N32W, 36SW J N 5E, 66SE J N55E, 73NW J N57E, 30SE N24E, 400W C N76E, 62SE J N72E, 65SE J N6OW, 258 W-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 60 as ", --,
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 7 lag.Joints and partings not l-.'Possible fa ult-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 -7 thermal 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`r 1ml'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/ff Roo - length recovered/length nand, %
RCM - Length of sound cora 4 In. and looger/length cored, %
8- Split spoon sample; Groundwater U- Undieturbed samples 8 - Shelby tubeN - DenisonF- Fixed MelonP - Pitcher 0- Osterberg0- GM- Drilling breakIt - Coefficient of vat- Weathered, weatheringpermeability
'NOTES6)This Is only a partial list of dip and strike data.
x - Oriented core.
SEABROOK ST ATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY 0 mead engine= .- -
Date, January 14, 1974Project 7286 PAGE22ILOG OF BORINGADT 16Aoncsnacwwm.i.
ZNOINKBPLI INC.
BORING LOCATIONN16545, E90195; OffshoreINCLINATIONVerticalDATE START/FINISHJan. 81974/Jan. 14, 1974 CASING 1133 in.CORE SIZE1-7/8 in.TOTAL DEPTH240.0ftDRILLED BYWarren George, Inc. ; P. Schaeble, J. Harris GROUND EL IMSL)
-8.3ftf /
- J. R. Rand EL.MSLftSAMPLERATEOFADV.rnin/fCaT,BIT er RQDPR SSURE TEST STRIKE,KE . DIPF = Foliation
,1 = Joint C = Contact E = Bedding SOIL AND ROCK DESCRIPTIONS r,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 .1 N45E,66SE J N42E,58SE S N29W,30NE S N59W,41NE .7 N50E,76sE c N79W,68NE J N34E,89NW C N25E,34NW C N31W,67SW S N68E,29SW J N36W,58NE S a.1Ik611"1.,k71iiVEiiE!".:..z.!11--I.!iII1I111ii!El;I,It'IIielriteFresh and hard.Drillsvery well.Very minor surface wx effects on jointrl" and partings.No slicken-Manganesesides.Fresh and hard.Drillsvery well.Minor surface
,_,wx effects on joints and lax*.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 55 0 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 disseminated locally.-----Diorite.Fine-grained, mediurft dart gray.Fairly massive.: -.--i9 .Open coritaot dips 20 --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, medium desk gray.Contorted foliation*.
Irregular intrusive contact cts7(t
- 128.4Fresh and hard.Drillswell.Minor chlorite on
.1- ,--f-4- 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 irregular foliation. Quartz diorite.
- 1424--NN- Standard penetration resistance, blows/ft Ran - Length recovered/length cored, %
RQD - Length of aound core 4 in. and longer/length cored, %
- Split spoon sampleZ Groundwater U- Undisturbed samples s - Shelby tubeN - Denison F- Fixed pistonP - Pitcher 0- OsterbergG - GE1- Drilling breakk- Coefficient of Wa- Weathered, weatheringpermeability NOTES)No samples taken.
2)Roller bitted to 38.0 ft.
3)No (days present; therefore no water contents were determined.
4)Drill time for entire boring from 8 to 15 minutes per foot.
x - Oriented core SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY g 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. Harris GROUND EL (MSL)-8.3ftDEPTH TO WATER/DATE ft /Soil - K. Polk;Rock - J. ft. Rand EL.MELftSAMPLERATEOFADV.Mild(orRQDCvalmPRESSURE TEST STRIKE, DIP
=FFoliation J = JointC =Contact B = Bedding QSOIL 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-23 NQ-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 S N35W, 34SW C N13W, 38SW J N26E, 53NW J N72W, 51SW F N36W, 41NE S N26W, SINES NOSE, 52NW5 N78E, 680E J N S W, Z1NE S N82W, 76SW F N31E, 3411WS N 8W, 41NE F N29W, 329W S N8OW, 52NE J N59E, 768E F N41E, 43NW J N OE, SBNE F N63W, 500W J N72W, 71NE J N86W, 36SW F N89E, BONE S NOSE, 510W FN46E, 60SE J N85W, 78NE S N64E, 598E F N25W, 42SW J N32E, 57SE J MgvEv,' LIM tN22E, 31NW J N52W, 33NE J 1,,,gn: tm 5N41E, 36SE F N80E, 71NW J rigH, MEW fLlis'4.Open contact dips247.0Diabase.Dark gayi0 4,n,!.k-,-;;Fresh.Hard.Drillswell.Joints and parting are not slickensided.
Graphite-polishedMinor polishFresh and hard.DrillsGraphitewell.Joints and parting show only very minor sui Graphiteface sex effects.Minorbleaching at 169-170'.
Fresh and hard. Drills very well. Not slick-ensided.0Fresh and hard. Not slickensided.DrillsMinor slick-well.Only very mina ensidessurface wx effects on Pyritejoints and partings.
in or wxSurface powder a sa- Y aY. yv ssv.r.s irv ir viOpen contact dips 35 Diorite.Quartzose.Fine-grained, medium dark gray.
Wavy,foliated.Steep dips.
Fused,weldedbrecciaBleachDiorite.Fine-grained Bleachdart gray.Irregular wavy foliation. Slightly bleached, medium-grained at 168' and 169'. Fused contacts.
Diorite.Fine-grained, medium dark gray quartz diorite. Vaguely to widely foliated throughout.
Diorite.Mixed fine-grained dark gray quartz diorite and medium-coarse, medi gray granodiorite. Locally foliated.
Fine-grained, dark gray.
Fused contact dips about 60 225 0;. 4i,s '7' r iii s 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.'isi5s vixissyX X XXs ss.,$ Y a asx x xV V . A0 a aV X. >4 ,
X X,II.1.4.,Fresh, but bleached by hydrothermal alteration.
Not wx.Not slickenside, Fresh.Bleached.High-.Iangle veinlets.
Striated-slickensides 1 Not polished AT( 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' -:-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 285324WANIIIIIMIIIIA guava(%MaNote: Bleached7,31.41-7Diabase.Tanbleached.
rArA/0 liadiabase.At 31.41....Contact veined, , ipa kis fused fault surface..t.gx7V*36.5 t '.-s, .;.b.-,-,-=Dia ase.Dark gray. Fine.
tr.:.-'-::40 Open rusty contact dips 35 Calcite vein Fresh and hard. Minor Minor rustya a aDiorite.Fine-grained, dark Manganeserusty wx effects ongray.Vague wavy foliation.
some joint and parting 1Minor rustyxa a'iv r r 0Diorite.Fine, medium dark Minor rustyv xPyriteI ,.a',gray.V`,a I, .-Fresh and hard. MinorDiorite.Fine-grained, dark surface wx effects onI w
- I)a xgray.Fairly massive.
joints and partings.)Fused contact dips 20 Not slickensided. s* s.,66. 41 rAPTA/Frii11FA-a -s- -XDiabase.Fine, dark gray Manganese2"7.77.,":x a, xRough open contact dips 40 14 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, dark Fresh and hard.Some r x .gray.Vague wavy foliation,
- .-Pyriteminor chlorite on joints C" SC andartings.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 foliation minor 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/ft lien - Length recovered/length cored, %
RQD - Length of sound care 4 in. end longer/length cored, %
S- Split spoon sample; GrOundwater U- Undisturbed samples 8- Shelby tube24- Denison F- Fixed pistonP - Pitcher 0- Osterberg0- GEI- Drilling breakk - Coefficient of wx- Weathered, weatheringpermeability NOTES1)- Washed through soil 0-23'.Nowimples taken.
2)- No clays present; therefore no water contents were determined.
x - Oriented core.
SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY 0 Med engineers , --
Date:April 17, 1974Project 7280 PAGE1of 2 LOG OF BORING ADT 16C 11:1) .0BOTECHNIGAI. ENGINEERS Ira.
BORING LOCATION1116493, E90257; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHJan. 14, 1974/Jan. 17, 1974 CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH238.5ftDRILLED BYWarren George, Inc. ; P. Schaeble, J. Harris GROUND EL (MSL) -5.5 ftDEPTH TO WATER/DATE Tidalft / LOGGED BYSoil - K. Polk; Rock -3. R. Rand EL.MSLftSAMPLERATEOFADV,min/ftCuTEIT orRQDPRESSURE TEST STRIKE, DIP
=FFoliation J = Joint C = Contact B = BeddingeSOIL AND ROCK DESCRIPTIONS 4,1ga "C(Weathering, defects, etc. )(Type, texture, mineralogy,. Mcolor, hardness, etc.)
' gaDepthftTypeandNo.y,orRec.%Graphicga-cpsiComputed4 k10-'cm/sec'"1 09Slickonald CONTINUED 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 J N59W, SINE J N69E, 33SE J N5OW, 43NE J 1166W, 6911E F 111191//,
25WE gN26E, 6614W .7 N26E, 64NW J N54W, 62N S 1158W, 4411E J ii9?k,.Z0N 4W, 18NE J N41E, 35NW J 112PP, tes1v/
N45E, 73NW J 1132E, 34SE a N16E, 39SE J 1163E, 359W J 1162W, 435W N58E, 1811W N83W, 11h1 N78E, 65SE J N17E, 41SE S N53W, 7011E J N46E, 45SE J N 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-- throughout Fresh and hard. Drills well.Joints and part-ings locally show, k_ Diabase.Fine-grained, striations, minoro dark gray.
.4 t 4Striatedslickensides.4 4,-
4- 4-- 4-a.:contact dl's 38
,166.LDiorite.Fine-grained,
.+/-Striated'X /4 .).x. Diabase,medium gray. Quartzose 4t4,,:,.."./.". fuseddiabase inclusion is irreg Fresh and hard. Drills : '
axular, fused.
very well.Joints and*,,,,,* 5..4., .odiorite at be
...5,177partings fresh.xlc X NFused contact dips 70 Open joint Calcite coated Fresh and hard.
Drills well.SomeChloritestriated chlorite on
+ # 4- 4.Diabase.Fine-grained, 4- T .1-dark gray with calcite k k 4phonono_ 4. 4- Calcite:1,sta 183' to 186'.
fi ,-,.7.' speckling 1.+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 5 FAr!..."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-fine Fresh 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 becomes 4 i--4 4.bleached, transitional contact Quartz-feldspar veinlet-no calciteL'.bleaehover .5, core--t7-a::--:BOTTOMOF BORING 14NN- Standard penetration resistance, blows/ft Rem - Length recovered/length cored, %
RQD - Length of sound core 4 in. and longer/length cored, %
- Split spoon sampleg. Groundwater U- Undisturbed samples s - Shelby tubeN - Denison F- Fixed pistonP - Pitcher 0- OsterbergG - GEID- Drilling breakk - Coefficient of wx- Weathered, weatheringpermeability NOTESx - Oriented core.
x - Oriented core.
SEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY Cal sited caginess
....NNE.
InaDate;April 17, 1974Project 7280 PAGE 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. Harris GROUND EL (MSL) -7,8ftDEPTH TO WATER/DATE Tidalft / LOGGED BYSoil - K. Polk; Rook - J. R Rand EL.MSLftSAMPLERATEOFADV.rnin/fCONTENTorRQD PRESSURE TEST STRIKE, DIP F = Foliation J = Joint C = Contact E = Bedding mSOIL AND ROCK DESCRIPTIONS w -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 slickensides 0 .r'.frChilled, fused, undulating oontact.Diorite.Fine-grained, dark gray. Quartzoee with steep, undulating foliation throughout.
Fused contact d52570ApIIF41111idi44pi_at 70.1'Fresh and bard. Drills well.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 finely calcitic throughout.
86,8,Contact dips 48
..,Fresh and hard. Drills 9'Diorite.Fine-grained very 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 foliated show high polish..0. X .r.
Xquartz diorite.
v55 joints-highX X X,polish-smooth 65 joints-smoothX X t;A r.065 joints-smoothA x rVertical joint Thin chlorite coating1, x. *.00!Chloriteon non-polished joints.
Open contact dips 40 0'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/ft Reo - Length recovered/length cored, %
RQD - Length of sound core 4 in. and longer/length tiered, %
S- Split spoon sampleR Groundwater
- Undisturbed samples S - Shelby tubeN - Denison F- Fixed pistonP - Pitcher 0- OsterbergG - GET- Drilling break` k - Coefficient of w.:. Weathered, weatheringpermeability NOTESI) - Washed through soil 0-38.Nosamplestaken.
- 2) - No clays present; therefore no water contents were determined.
x - Oriented core.
SEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY Ey milted engineers 11....171017 IrC Date: April 18, 1974Pro)eet 7286 PAGE 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. Harris GROUND EL (MSL)-7.8 ftDEPTH TO WATER/DATE Tidalft /- LOGGED BY Soil - K. Polk; Rock - J. R. Rand EL.MSLftSAMPLERATEOFV.mm/ftWATERerRQDCONTENTPRESSURE TEST STRIKE, DIP F = Foliation
.1 = Joint C = Contact B = Bedding al PSOIL AND ROCK DESCRIPTIONS C4 r.1(Weathering, defects, etc.)(Type, texture, mineralogy, 0 Fe-XI%GraphicKMpsiComputed.,k10 ' cm/sec DepthftTypeandNo.NorRec.' "1S = Slicitensid CONTINUED FROM PREVIOUS PAGE
-160-180-200- 220-240 -Fused contact dips 56 141.5a150NB17011809010011 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 S N64W, 52NE J N38W, 24SW J N89E, 32SE J ILS, HNW .1 NW JN55E, 24NW J N 6W, 23NE J II% 1390VE 'ISNOSE, 22SE J N34W, 72SW J NN4348E5., 3679SNwE FCN33E, 405E S N90E, 230JN15E, 16NW J N52E, 57NW S N87W, 49NE J N70E, 1474W J N55W, 1BNE J N24E, 75NW C N66W, SONE F N65W, 63NE S N15E, 45SE F N.,w, SSW JNI; MI 1N34E, 56NW J N56W, SINE J N62W, 58SWF N18E, 50SE dMt %Si'N56E, 20SE 3 N1BE, 57NVV J N21E, 528E F N56W, SONE J N11W, 66NE J N35E, 69NW J OF BORING 1.97.-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- 4-gray with fine calcite specks bags 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:k very 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,175 chilled contact dipstfL
....;,,,:ialteinitge2.___,Fused...,-,)4'Diorite.Medium grained.
"-,.LD en cal p1,4ct di s 25-30
- Calcite"48rAlFresh and hard. DrillsDiabase. Fine-grained near black.:"',1-well.Joints and partings,_ t.- 4.Diorite inclusion at base.
CalciteFused cantact-80-t5 dip-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 of fine-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/ft Res - Length recovered/length cored, %
RQD - Length of sound core 4 in. and longer/length oared, %
s- Split apoon aample.i, Groundwater U- Undisturbed samples S - Shelby tubeN - Denison F- Fixed pistonP - Pitcher 0- Osterberg0- GEID- Drilling breakk - Coeffloient of wx- Weathered, weatheringpermeability NOTESSEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY el uitiad ermines's .can.1.4-11711e.
Date: April 18, 1974Project 7286 PAGE22ILOG OF BORINGADT 160CI) CIECITSCHNICAL ENGINE:MAR INC.
BORING LOCATIONoffshore 1017552. E93840INCLINATIONVerticalBEARINGDATE START/FINISHJime 15, 1975/June 16, 1975 CASING ID3-6in,1-1/8In.TOTAL DEPTH195.3ftDRILLED BYWarren George Inc.; J. Johnston, P. Seheable GROUND EL-42,4 ftDEPTH TO WATER/DATE Tidalft / LOGGED BY Soil/Rock - F. X. Bellini EL.tSAMPLERATEOFADV,min/ftWATERor RQDCONTENTPRESSURE TEST STRIKE, DIP
": Foliation j =.- join,C = Contact 5 - Slickensides to n(WeathSOLrn 1ering, defts, IAND ROCK DESCRIPTIONS ecetc.)(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 shn udnyit,;&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 to 6'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=Localized broken rock.
zna.,pf,,,velii
-dolvfilu Chipswith displacement evident al SI ant59'SI am of feldspathic jt SomePyrfte=kr:R=So4T healed Rs Irregular surface11=43ChloriteModerately to severely wx Chipszone 74.5 - 75.5 ft Wx, slick-ed surfaces10=35-39 (broke)
DFresh ,,hard drills very S1 wxwell. Joint surfaces clean to slightly wx , R=44 (broke)
Irreg. (tsor,iu4lakhaarodigigbellaut tend11=40 (broke)
CleanR=46CleanFresh, hard, drills very wells, WC11=0 (broke)
Clean toR=51 (broke) slPyritewxSt antFresh, hard, drills very wellR=95 (broke)
Epidote?R=44Fresh, hard, drills very welL .Tts. clean to sl vnt.
11=44 (broke)
CleanMinor fault, healed, at 142.5 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 garnetiferous QuartzveinBleached 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 above Quartzvein Quartzite, as above.
QuartzveinMinor-leaching Quartgilorrn. Gene e, dark gra ryiaffne ..,Bleach- gr.,weak -loggneissoeity, locally well-Quartzdeveloped. Some localized7.Ye195 Minortexture. Garentlferous-..,bleaching-alnotingHealedfault0Id131.2p010.10.01p0 101g110 161.4, 50.11p016-0, 00I" -145,:0N- Standard penetration resistance, blows/ft Sec - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length cored, %
S- Split spoon sampleZ Groundwater
- Undisturbed samplesI Schmidt Hammer Hardness S - Shelby tubeN - Denison F- Fixed pistonp - pitcher 0- OsterbergG - GEI- Drilling breakk - Coefficient of am- Weathered, weatheringpermeability NOTES1) Roller Bitted Rock 51.0-56.0 ft.
S E A BR 0 OK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY
.0 utted engineers Date:Augusta, 1975Project 7286 PAGE1of2LOG OF BORINGAIT-39(I) CEOTECHNICAL ENGISEEllti INC BORING LOCATIONOffshore 1417552. E93840INCLINATIONverticalBEARINGDATE START/FINISHJune 15, 1975/June 16, 1975 CASING ID 3-6 CORE SIZE1-7/8in.TOTAL DEPTH199.3ftDRILLED BYWarren George Inc.; J. Johnston, P. Scheable i n. GROUND EL-42.4 ftDEPTH TO WATER/DATETidalft / LOGGED By Soli/Rock - F. X. Bellini EL.ftSAMPLERATEOFADV.min/ftWATERor RQDCONT ENTPRESSURE TEST STRIKE, DIP F = Foliation J = Joint C = Contact S = Slickensides SOIL AND ROCK DESCRIPTIONS M ,1(Weathering, defects, etc. i(Type, texture, mineralogy, 0 z0color, hardness. etc. i XI'ciGraphicOMpsiComputed4k10cm/secDepthftTypeandNo.NorRec.1 11:111:1 100
-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 very well. Minor, healed faults sl wxat 150.0, 151.5, 152. 0 and D154.5 ft.
No slicks ChipsR=53Fresh, hard, jts. generally Core lost sl wx to clean, some local-iced zones of very broken roc.=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 issosity e.,-Sheared?-_Bleaching 165.0-160180'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/ft Rea - Length recovered/length cored, %
RQD - Length of :wand core 4 in, and longer/length cored, %
S- Split spoon sample.Z Groundwater U- Undisturbed samplesffSchmidt Hammer Hardness 8 - Shelby tubeN - Denison F - Fixed pistonP - Pitcher 0-- Oa terberg0 - 0mD- Drilling breakIs - Coefficient of not- Weathered, weatheringpermeability NOTESSEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY CI inited engines's . --
Date:August 6, 1975Project 7286 PAGE2of2ILOG OF BORINGAIT-39(I) GEOTECRNICAL ENGINEERS INC.
SEABROOK UPDATED FSAR APPENDIX 2D GEOLOGIC BEDROCK LOGS OF BORING IN THE SITE AREA The information contained in this appendix was not revised, but has been extracted from the original FSAR and is provided for historical information.
APPENDIX 2D LIST 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 and near the Seabrook Station site. The list in this appendix is meant to serve as 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 Site Document Control Center, Seabrook, N.H.
2.Seabrook Station Geotechnical Report - Circulating Water Tunnels, Vols. 1 and 2: Geotechnical Engineers, Inc., Winchester, Mass.,
June, 1974
- 3. Seabrook Station Geotechnical Reports - Intake Tunnel Extension:
Geotechnical Engineers, Inc., Winchester, Mass., September,1975 An entry in this table for each boring notes the location of its log.
LIST OF BORINGS DONE FOR SEABROOK STATION Boring No.
PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference RemarksA-IOld Cooling Hampton Beach Beach49'49'9 Nov '68 1Auger Boring
System Design
State Park A-2Old CoolingHampton Beach Beach48.5'48.5'9 Nov '68 1Auger Boring
System Design
State Park A-3Old CoolingHampton Beach Beach53'53'11 Nov '68 1Auger Boring
System Design
State Park A-4Old Cooling Hampton Beach Beach56'56'11 Nov '68 1Auger Boring
System Design
State Park A-5Old Cooling Hampton Beach Beach56'56'9 Nov '68 1Auger Boring
System Design
State Park A-6Old CoolingHampton Beach Beach56'56'14 Nov '68' 1Auger Boring
System Design
State Park A-7Old CoolingHampton Beach Beach56'56'14 Nov '68 1Auger Boring
System Design
State Park A-8Old CoolingHampton Beach Beach56'56'15 Nov '68 1Auger Boring
System Design
State Park A-9Old CoolingHampton Beach Beach56'56'25 Nov '68 1Auger Boring
System Design
State Park A-10Old CoolingHampton Beach Beach56'56'15 Nov '68 Auger Boring
System Design
State Park A-11Old Cooling Hampton Beach Beach56'56'15 Nov '68 1Auger Boring
System Design
State Park A-12Old Cooling Hampton Beach Beach5656'15 Nov '68 1Auger Boring
System Design
State Park A-14Old CoolingHampton Beach Beach56'56'15 Nov '68 1Auger Boring
System Design
State Park A-15Old CoolingHampton Beach Beach56'56'15 Nov '68 1Auger Boring
System Design
State Park CONTINUED:
Page 2Location/
GroundSoil Bored Total Depth DateBoring No.
PurposeCoordinates Elevation (Ft)(Ft)Completed Reference RemarksA-16Old Cooling Hampton Beach Beach56'56'11 Nov '68 1Auger Boring
System Design
State Park A-17Old Cooling Hampton Beach Beach56'56'11 Nov '68 1Auger Boring
System Design
State Park A-18Old Cooling Hampton Beach Beach56*56'11 Nov '68 1Auger Boring
System Design
State Park A-19Old Cooling Hampton Beach Beach56'56'14 Nov '68 1Auger Boring
System Design
State Park A-20Old Cooling Hampton Beach Beach56'56'14 Nov '68 1Auger Boring
System Design
State Park A-21Old Cooling Hampton Beach Beach56'56'14 Nov 1681Auger Boring
System Design
State Park AIT -1Intake Tunnel 20546N+11.417.0315.07 Sept'73280140EAIT -2Alternate 20211N+ 5.18.5300.019 Oct'732Tunnel Align-ment81372EAIT -3Alternate 19848N- 0.232.5292.023 Oct '73 2Tunnel Align-ment82720EAIT -4Alternate 19556N+ 5.264.0290.014 Nov '73 2Tunnel Align-ment83798EAIT -5Alternate 19327N- 2.295.0279.09 Nov '73 2Tunnel Align-ment84663EAIT -6Alternate 19117N+ 2.8148.5291.029 Oct'732Tunnel Align-ment85438E CONTINUED:Page 3Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference RemarksAIT-7Alternate 18908N- 2.4132.0270.004 Sept'732Tunnel Align-merit86222EAIT-8Alternate 18663N-15.083.0268.014 Sept '73 2Tunnel Align-ment87143EAIT-11Alternate 18221N+ 9.06.06.008 Nov '73 2Boring Abandoned Tunnel Align-merit88746EAIT-12Alternate 18144N+13.5138.5272.824 Oct '73 2Tunnel Align-ment89012EAIT-13Alternate 17981N+10.3125.0275.003 Oct'732Tunnel Align-ment89610EAIT-15Alternate 17730N- 8.671.5238.001 Oct'732Tunnel Align-merit90526EAIT-16Alternate 17537N-14.162.5231.511 Oct '73 2Tunnel Align-ment91267EAIT-17Intake Tunnel 17366N-24.142.5216.306 Oct'73291907EAIT-18Alternate 17182N-26.245.0272.013 Sept.: '73 2Tunnel Align-merit92577EAIT-20Alternate 17158N-36.349.581.014 Sept '73 2Tunnel Align-ment92663EAIT-22Alternate 17195N-32.136.5204.522 Sept '73 2Tunnel Align-ment92527E CONTINUED: Page 4 Boring No.
PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference RemarksAIT-24Alternate 17105N-35.665.065.017 Oct '73 2Tunnel Align-ment91945EAIT-24AAlternate 17084N-35.699.0198.822 Oct'732Tunnel Align-ment92927EAIT-25Alternate 16996N-37.124.0199.325 Oct '73 2Tunnel Align-ment93261EAIT-26Intake Tunnel 17146N+10.667.0347.815 Apr '74 2Boring Inclined 40
- 89283EAIT-27Alternate 17223N- 7.780.0245.301 Mar '74 2Tunnel Align-ment90217EAIT-28Alternate 17254N-12.880.5233.016 Feb '74 2Tunnel Align-ment90887EAIT-29Alternate 17318N-18.220.0230.019 Feb '74 2Tunnel Align-ment91383EAIT30Alternate 17394N-29.946.057/922 Feb '74 2Boring Inclined 38*
Tunnel Align-ment92288EAIT-30AAlternate 17394N-29.546.5221.326 Feb '74 2Tunnel Align-ment92288EAIT-31Alternate 17054N+10.769.0346.029 Apr '74 2Tunnel Align-ment89238E CONTINUED:Page 5Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted ReferenceRemarksAIT -32Alternate 16918N-12.459.0240.015 Mar '74 2Tunnel Align-ment90562EAIT-33Alternate 16840NTunnel Align-merit91054E-14.480.0162.005 Mar '74 2AIT-33AAlternate 16839N-14.480.0241.012 Mar 1742Tunnel Align-ment91054EAIT-34Alternate 16780N-19.659.0230.005 Mar '74 2Tunnel Align-ment91515EAIT-35Alternate 16770N-33.530.045.528 Mar '74 2Tunnel Align-merit92578EAIT-36Alternate 16912N-39.155.469.527 Mar '74 2Tunnel Align-merit93045EAIT-37Alternate 16766N-34.317.530.526 Mar '74 2Tunnel Align-ment93042EAIT-38Intake Tunnel 17491N-41.243.0212.024 June '75 3Extension 93300EAIT-39Intake Tunnel 17552NExtension 93840E-42.151.0195.016 June '75 FSAR Appendix 2DAIT-39AIntake Tunnel 17566NExtension 93938E-39.357.0220.029 July '75 3AIT-40Intake Tunnel 17575NExtension 94040E-40.578.0234.014 June '75 3AIT-41Intake Tunnel 17597N-37.375.0202.019 June '75 3Extension 94240E CONTINUED:Page 6Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference AIT-41AIntake Tunnel 17500N-38.962.0219.019 July '75 3Extension 94234EAIT-42Intake Tunnel 17909N-40.852.0214.026 June '75 3Extension 97006EAIT-43Intake Tunnel 17762N-48.951.0218.016 July '75 3Extension 95707EAIT-44Intake Tunnel 17816N-51.349.0219.012 Aug '75 3Extension 96156EAIT-45Intake Tunnel 17901N-62.836.0191.009 July '75 3Extension 96900EAIT-45AIntake Tunnel 17893N-58.338.0186.023 July '75 3Extension 96810EAIT-45BIntake Tunnel 17880N-54.537.0193.024 July '75 3Extension 96696EAIT-45CIntake Tunnel 17865N-58.338.0194.008 Aug '75 3Extension 96601EAAIT-19Alternate 17179N-31.846.0210.025 Jan '74 2Tunnel Align-ment92412EAAIT-20Intake Tunnel 17446N-38.744.0210.812 Feb '74 292908EAAIT-23Intake Tunnel 17405N-33.846.5210.023 Jan '74 292707EAAIT-24Alternate 16663N-27.623.053.501 Feb '74 2Tunnel Align-ment92221ERemarks CONTINUED:Page 7Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference
.AAIT-26Alternate 16834N-38.850.0210.714 Feb '74 2Tunnel Align-ment92976EADT -1Discharge 20436N+12.19.5300.007 Sept'732Tunnel80175EADT-2Discharge 20166N+07.215.0300.005 Oct1732Tunnel and 80848EIntake Tunnel ADT-3Intake Tunnel 19853N+05.431.5300.027 Nov '73 281686EADT-4Intake Tunnel 19539N- 0.743.5271.009 Oct'73282461EADT-5Intake Tunnel 19279N+ 4.254.0271.015 Oct '73 283172EADT-5AIntake Tunnel 19129N+ 5.290.5292.519 Dec'73283560EADT-6Alternate 19052N- 0.8100.0342.030 Aug '73 2Tunnel Align-ment84242EADT-7Intake Tunnel 19002N- 4.1108.0297.011 Oct'73283901EADT-7AIntake Tunnel 18853N- 3.799.0287.014 Jan '74 284280EADT-8Intake Tunnel 18717N+ 1.1101.0256.024 Sept '73 284599EADT-9Alternate 18313N- 1.5110.0323.020 Aug '73 2Tunnel Align-ment86427EADT-10Intake Tunnel 18410N- 0.3105.0280.028 Nov '73 285422ERemarks CONTINUED:Page 8Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference RemarksADT-10AIntake Tunnel 18269N+ 0.1121.5275.004 Feb '74 285784EADT-11Intake Tunnel 18128N- 0.593.0298.702 Oct'73286125EADT-11AIntake Tunnel 17951N- 1.864.3270.016 Jan '74 286601EADT-12Intake Tunnel 17781N-10.3103.5240.318 Sept '73 287059EADT-12AIntake Tunnel 17662N-13.541.0260.026 Dec '73 287344EADT-13Intake Tunnel 17458N- 8.518.8228.029 Sept '73 287897EADT-14Discharge 17161N+13.225.5288.029 Nov '73 2Boring Inclined 17
- Tunnel and 88821EIntake Tunnel ADT-15Discharge 16941N+ 7.747.0240.004 Nov '73 2Tunnel89285EADT-16Discharge 16553N- 9.138.0243.614 Nov '73 TSAR Appendix 2D Tunnel90235EADT-16ADischarge Tunnel 16571N- 4.033.5240.307 Jan '74 FSAR Appendix 2D and Fault investigation 90280EADT-16BDischarge Tunnel 16545N- S.336.3240.014 Jan '74 FSAR Appendix 2D
-and Fault investigation 90185EADT-16CDischarge Tunnel 16493N- 5.523.0238.517 Jan '74 FSAR Appendix 213 and Fault investigation 90257EADT-16DDischarge Tunnel 16660N- 7.838.0241,414 Nov '74 TSAR Appendix 2D and Fault investigation 90219E CONTINUED:Page 9Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference ADT-17Discharge 16213N-14.8102.3260.806 Oct'732Tunnel91109EADT-17ADischarge 16110N-17.788.0225.012 Dec '73 Tunnel91380EADT-l8Discharge 15967N-24.045.5225.010 Nov '73 2Tunnel91745EADT-19Discharge 15718NTunnel92402E-23.56.5197.205 Nov '73 2ADT-20Discharge 15462N-40.610.0175.107 Nov '73 2Tunnel93063EADT-21Discharge 15208N-51.643.0190.304 Dec'732Tunnel93723EADT-22Discharge 19904N-55.454.0179.928 Nov '13 2Tunnel94492EADT-23Discharge 14879N-58.641.072.501 Dec'732Tunnel94561EADT-25Discharge 14931N-54.559.092.030 Nov '73 2Tunnel94418EADT-27Discharge 14637N-59.010.0170.012 Apr '74 2Tunnel94752EADT-28Discharge-14526N-65.412.0165.011 Apr '74 2Tunnel94809EADT-29Discharge 14374N-47.00.0180.711 Apr '74 2Tunnel94915EADT-30Discharge 14144N-63.823.0164.305 Apr '74 2Tunnel95021EADT-31Discharge 13891N-53.60.591.221 Mar '74 2Tunnel95151EADT-31ADischarge 13926N-57.30.0167.825 Mar '74 2Tunnel95150ERemarks CONTINUED:Page 10Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth
- (Ft)DateCompleted Reference RemarksADT-32Discharge 14862N-58.827.0169.807 Dec'732Tunnel94622EADT-33Discharge 20175N+ 9.416.6368.519 Mar '74 2Boring Inclined 33 0Tunnel and 80459EIntake Tunnel ADT-34Discharge 19977N+ 5.319.0368.020 Mar '74 2Boring Inclined 34
- Tunnel81201EADT-35Discharge 19608N- 3.040.540.526 Feb '74 2Tunnel81992EADT-35ADischarge 19631N- 2.337.5300.007 Mar '74 Tunnel81974EADT-36Discharge 19364N- 3.14.0289.720 Mar '74 2Tunnel82706E,ADT-37Discharge 18947N+ 5.384.0354.022 Apr '74 2Boring Inclined 33*
Tunnel and 83394EIntake Tunnel ADT-37ADischarge 18969N+ 5.115 Mar '74 2Boring Abandoned Tunnel83729EADT-37BDischarge 18963N+ 4.8118.0350.012 Apr '74 2Boring Inclined 31
- Tunnel83740EADT-38Discharge 18962N- 1.078.0198.023 Apr '74 2Tunnel84445EADT-39Discharge 18470N- 1.5102.0280.519 Feb'742Tunnel85030EADT-40Discharge 17384N+12.452.0360.026 Apr '74 2Boring Inclined 37 0Tunnel and 88389EIntake Tunnel ADT -41Discharge 17974N- 1.360.0275.021 Feb'742Tunnel86307EADT -42Discharge 17616N-13.5.40.0260.029 Jan '74 2Tunnel87273E CONTINUED:Page 11Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference RemarksADT-43Discharge 18275N+ 0.3106.0276.008 Mar '74 2Tunnel85525EB-1W of Turbine 20440N+19.222.599.315 Oct'681Bldg.II78830EB-2SW Trench, S of 20180N+14.13.9155.029 Oct '68 1Containment I 79650EB-3 .200' N of 21020N+ 5.532.5100.006 Nov '68 1'Turbine Bldg. I 79350EB-4'N of Site 22100N+ 4.440.0140.027 Nov '68 178900EB-5S of Cooling 19900N+12.713.033.002 Dec '68 1Tower - Marsh 79300EB-6S of Site in 19800N+ 4.432.554.914 Dec '68 Marsh (?)
79600EB-7W side Waste 20200N+12.214.034.518 Dec '68 1Process Bldg.
79400EB-8N of EFP Bldg. I 20520N+30.904.225.321 Dec'68179620EB-9E of Turbine 20700N+20.904.028.031 Dec'681Bldg.I79670EB-10Approximately 20980N+ 6.731.051.308 Jan '69 1100' NE of 79760ETurbine Bldg. I B-11Approximately 250' 21010N+ 5.435.859.618 Jan '69 1E of Turbine 80120EBldg. IB-12N of Pumphouse 20750N+12.81No Log79960EB-13N of EFP20380N+15.411.031.020 Mar '69 1Bldg.II79180E CONTINUED:Page 12Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference B-14SE Corner 20500N+18.18.028.019 Mar '69 1Admin. Bldg.
79330EB-15Heater Bay I 20740N+18.011.031.013 Mar '69 179480EB-16Fire Protection 20780N+17.652.572.220 Feb '69 1Water Tanks 78440EB-17N end of Site 21400N+16.260.0160.012 Mar '69 178900EB-18q, 325' W of 20460N+20.722.542.514 Feb '69 1Turbine Bldg. II 78330EB-19N end of Site 21350N+15.947.067.026 Mar '69 178900EB-20N end of Site 21325N+ 6.434.0100.028 Mar '69 178900EB-21N end of Site 21800N+ 9.450.0150.031 Jan '69 178900EB-22NW of Turbine 20630N+11.42.568.508 Apr '69 1Bldg. II78900EB-23N end of Site 21600N+10.276.0176.018 Feb '69 178900EB-24N end of Site 21200N+12.421.0121.024 Feb'69178920EB-25SW Trench S of 20200N+18.50.020.024 Jan '69 1Containment I 79770EB-26Just SW of SW 20320N+24.13.023.023 Jan '69 1Pumphouse 79920EB-27Shaft Transition 20570N+15.66.026.020 Jan '69 1Area80070ERemarks CONTAINMENT:
Boring No.
Page 13PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference B-28Center Turbine 20580N+19.04.023.811 Feb '69 1Bldg. II79070EB-29Approximately 20830N+ 5.842.662.524 Jan '69 1250' E of 80240ETurbine Bldg. I B-30W side Control 20270N+18.57.027.010 Mar '69 1Bldg. II78970EB-'31Containment I 20440N+29.93.023.013 Mar '69
- 1. NE quadrant 79720EB-32NW of Turbine 20680N+19.09.329.824 Feb '69 1Bldg. II78750EB-33Approximately 20920N+10.018.037.829 Jan '69 150' N of79470ERubine Bldg. I B-34Approximately 21010N+06.349.669.805 Feb'691200' N of 79210EAdmin. Bldg.
B-35Approximately 20650N+21.52.541.512 Mar '69 1Center Turbine 79540EBldg.IB-36SE Corner of 20540N+27.42.067.502 Apr 1691Turbine Bldg. I 79575EB-37Containment I 20420N+24.46.046.519 Mar '69 1NW quadrant 79625EB-38NE of Containment 20550N+32.62.3150.013 Mar '69 1I CW Trench 79750EB-39E of Containment I 20455N+31.91.570.528 Mar '69 179780EB-40E of Turbine 20680N+26.22.566.524 Mar '69 1Bldg. I79700ERemarks CONTINUED:
Boring No.
Page 14PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference B-41NE of Containment 20580N+27.66.867.618 Mar '69 1I CW Trench 79825EB-42N end of Site 21300N+14.344.0164.020 Mar '69 178900EB-43N end of Site 21300N.+26.239.059.017 Mar '69 178550EB-44N end of Site 21450N78380E+23.277.0100.001 Mar '69 1B-45N end of Site 21500N+21.194.5114.508 Apr '69 178500EB-46N end of Site 21630N+13.377.099.323 Apr '69 178500EB-47N end of Site 20840N+12.28.528.524 July '69 179740EB-48NE quadrant 20800N+13.25.526.025 July '69 1Turbine Bldg. I 79600EC-1Old Cooling 21060N+ 4.922.022.027 Jan '69 1System Design 80350EC-2Old Cooling 21050N+ 4.250.050.030 Jan '69 1System Design 80850EC-3Old Cooling 21830N+ 4.750.050.028 Jan '69 1System Design 81000EC-4Old Cooling 21020N+ 4.050.050.031 Jan '69 1System Design 81350EC-5Old Cooling 22570N+ 4.533.033.028 Jan '69 1System Design 81620EC-6Old Cooling 20990N+ 4.850.050.003 Feb'691System Design 81850ERemarks CONTINUED:
Page 15Location/
GroundSoil Bored Total Depth DateBoring No.
PurposeCoordinates Elevation (Ft)(Ft)Completed Reference RemarksC-7Old Cooling22300N+ 4.950.050.014 Feb '69
System Design
82557EC-8Old Cooling 20990N+ 4.850.050.004 Feb '69
System Design
82330EC-9Old Cooling21900N+ 4.550.050.013 Feb '67
System Design
83450EC-10Old Cooling20850N+ 4.350.050.005 Feb '69
System Design
82835EC-IlOld Cooling21200N+ 4.550.050.013 Feb'69System Design 84150EC-12Old Cooling20675N+ 4.050.050.015 Feb '69
System Design
83230EC-13Old Cooling 20500N+ 4.550.050.012 Feb '69
System Design
84870EC-14Old Cooling20450N+ 4.050.050.012 Feb '69
System Design
83275EC-15Old Cooling19800N+ 0.450.050.018 Feb'69System Design 85580EC-16Old Cooling19930N+ 2.1No LogSystem Design 85860EC-17Old Cooling 19540N+ 2.650.050.020 Feb '69
System Design
86050EC-18Old Cooling19200N50.050.019 Mar '69
System Design
86450EC-19Old Cooling 18890N50.050.019 Mar '69
System Design
86840EC-20Old Cooling 18590N0.050.050.020 Mar '69
System Design
87230E CONTINUED:Page 16Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference C-21Old Cooling 18250N50.050.017 Mar '69 1System Design 87600EC-22Old Cooling 18000N+16.250.050.013 Feb 1691System Design 88040EC-23Old Cooling 17500N+14.050.050.017 Feb '69 1System Design 88500EC-24Old Cooling 17600N+14.050.050.018 Feb '69 1System Design 88950EC-25Old Cooling 17410N+10.050.050.003 Apr '69 1System Design 89400EC-26Old Cooling 17750N0.050.050.020 Mar '69 1System Design 87760EC-27Old Cooling 20178N+ 4.050.050.008 Feb '69 1System Design 84170EC-28Old Cooling 20020N+ 3.950.050.006 Feb '69 1System Design 84560EC-29Old Cooling 19745N+ 4.050.050.007 Feb '69 1System Design 85000EC-30Old Cooling 19520N+ 2.950.050.017 Feb'691System Design 85520EC-31Old Cooling 19290N+ 2.350.050.021 Feb '69 1System Design 85950EC-32Old Cooling 20970N+ 5.130.543.006 Mar '69 1System Design 80470EC-33Old Cooling 20850N+ 3.630.530.524 Mar '69 1System Design 80780EC-34Old Cooling 20750N44.044.024 Mar '69 1System' Design 81000ERemarks CONTINUED:Page 17Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference C-35Old Cooling 20640N+ 4.338.038.011 Mar '69 1System Design 81305EC-36Old Cooling 20800N+ 4.510.015.009 Mar '69 1System Design 80500EC-37Old Cooling 20710N+ 4.32.007.010 Mar '69 1System Design 80740EC-38-ad Cooling 20540N+ 5.216.518.510 Mar '69 1System Design 80930EC-39Old Cooling 20530N+ 4.030.030.011 Mar '69 1System Design 81200EC-40Old Cooling 20480N+ 4.844.444.403 Apr '69 1System Design 81700EC-41Old Cooling 20350N+ 4.735.035.003 Apr '69 1System Design 81650EC-42Old Cooling 20290N+ 4.630.030.004 Apr '69 1System Design 81160EC-43Old Cooling 20110N+ 4.530.030.004 Apr '69 1System Design 82620EC-44Old Cooling 20050N+ 3.832.032.028 Mar '69 1System Design 83000EC-45Old Cooling 19920N+ 2.734.034.028 Mar '69 1System Design 83095EC-46Old Cooling 19830N+ 4.033.333.331 Mar '69 1System Design 83320EC-47Old Cooling 19740N+ 4.043.043.031 Mar '69 1System Design 83550EC-48Old Cooling 19650N+ 4.150.050.001 Apr '69 1System Design 83800ERemarks CONTINUED:Page 18Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference C-49Old Cooling 19550N+ 4.050.050.002 Apr '69 1System Design 84020EC-50Old Cooling 20290N+ 3.931.031.002 Apr '69 1System Design 82885EC-51Old Cooling 20050N+ 3.715.020.0Apr '691System Design 83150EC-52Old Cooling 19960N+ 4.021.021.026 Mar '69 1System Design 83380EC-53Old Cooling 19860N+ 4.036.636.626 Mar '69 1System Design 83600EC-54Old Cooling 19780N+ 4.050.050.001 Apr '69 1System Design 83820EC-55Old Cooling 19780N+ 3.840.040.027 Mar '69 1System Design 83050EC-56Old Cooling 19690N+ 4.138.038.027 Mar'691System Design 83260EC-57Old Cooling 19350N+ 0.550.050.027 Mar'691System Design 84485EC-58Old Cooling 19180N+ 0.150.050.027 Mar'691System Design 84950EC-59Old Cooling 19000N+ 0.550.050.026 Mar '69
_1System Design 85420EC-60Old Cooling 18820N+ 3.850.050.025 Mar'691System Design 85860EC-61Old Cooling 18510N50.050.025 Mar '69 1System Design 86290EC-62Old Cooling 18350N0.050.050.024 Mar '69 1System Design 86800ERemarks CONTINUED:Page 19Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference C-63Old Cooling 18200N0.050.050.024 Mar '69 1System Design 87280EC-64Old Cooling 17900N+17.850.050.031 Mar '69 1System Design 88270EC-65Old Cooling 17700N+13.750.050.001 Apr '69
System Design
88730EC-66Old Cooling 17500N+13.338.038.801 Apr '69 1System Design 89180EC-67Old Cooling 19845N+ 4.531.031.011 Apr '69 1System Design 82000EC-68Old Cooling 19650N+ 3.939.632.611 Apr '69 1System Design 82440EC-69Old Cooling 19345N+ 4.139.939.909 Apr '69 1System Design 83130EC-70Old Cooling19125N+ 4.050.050.009 Apr '69 1System Design 83595EC-71Old Cooling 19780N+ 4.740.540.522 July '69 1System Design 81370EC-72Old Cooling19550N+ 3.652.052.018 July '69 1System Design 81890EC-73Old Cooling 19480N+ 4.852.052.021 July '69 1System Design 82310EC-74Old Cooling19140N- 4.442.842.816 July '69 1System Design 82640EC-75Old Cooling 18620N- 3.052.052.015 July '69 1System Design 82810EC-76Old Cooling 18460N- 1.052.052.015 July '69 1System Design 83240ERemarks CONTINUED:Page 20Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference C-77Old Cooling 18690N- 1.052.552.514 July '69 1System Design 83650EC-78Old Cooling 18910N- 1.052.052.011 July '69 1System Design 84050E01-1SW Trench, between 79373E+ 9.816.5124.004 Dec '72 FSAR Appendices.
Units I & II 20093N2D and 2J D1-3SW of Containment 79310E+14.011.065.5004 Dec'72IT20218N01-4(E of) Fuel 79278E+11.415.5170.0027 Nov '72 ItStorage Bldg. II 20122N01-5SW Trench N of 79250E+16.615.365.424 Nov '72 Cooling Tower 20027ND1-6S of Primary 79156E+19.211.533.027 Nov '72 Auxiliary Bldg.
2005411II01-7Fuel Storage Bldg.
79110E+14.314.5118.711 Nov'72IfII, center 20192ND1-8Center of Contain-79213E+15.99.029.505 Dec'72ment II20245N01-9Primary Auxiliary 79060E+20.81.524.528 Nov '72Bldg. II20083ND1-10Primary Auxiliary 79088E+19.28.0112.0006 Dec'72Bldg. II20189ND1-11WSFPC II, N end 79116E+13.811.565.007 Dec'72IID1-12Tank Farm II 20276N78963E+23.956.29.529 Nov'72It20111ND2-1DG Bldg. II 78896E+21.26.031006 Dec'72II20234ND2-3N of DG Bldg 11 78829E+19.425.260.026 Nov'72IIfI20360 NRemarks CONTINUED:Page 21Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference D2-4Just W of Unit II 78800E+16.719.0171.024 Nov'72FSAR Appendices 20264N2D and 2J D2-5Just W of Unit II 78775E+16.56.565.001 Dec'7211111120167ND2-7Just W of Unit II 78730E+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. I 79350E+15.216.542.013 Dec'722040aNEl-4Fuel Storage Bldg.
79698E+20.21.5105.019 Dec'72I, Center 20297NEl-5Center of Primary 79551 E+16.06.5108.019 Dec'7211Auxiliary Bldg.
20296 NEl-6N end of Waste 79400 E+14.31.524.019 Dec'7211Process Bldg.
2030(01E2-1Containment II, 79201 E+15.96.5159.213 Dec'7211Center20247 NE2-2NE of Containment 79272 E+13.711.532.514 Dec'7211II20355 NE2-3W side of Turbine 19002 E+1935.052.004 Dec'731Bldg. II20409:NE2-4E side of Turbine 791701E+185.026.005 Dec'731Bldg. II20508 NE2-5NE quad Contain-79212 E+188.097.829 Apr '74 1ment II20277 NE2-6SW corner of PAB I 79551 E+1216.942.506 May '74 120203 NE2-7N end of PAB I 79552E20374 N+1713.5115.213 may '74 1Remarks CONTINUED:Page 22Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompletedReference RemarksE2-8SE corner of 79370E+107.070.008 May '741Cooling Tower 19997NE2-9S of Unit I 79568E+915.070.001 May '74120115NE2-10S of Unit I 79580E.+87.070.003 May '74120060N .E2-11Containment I 20435E+25.017.7168.027 June '74 FSAR Appendix 2F Boring Inq
,inedPerimeter 79611NAbout 40E2-12Containment I 20334.E+21.51.0165.518 June '74 Boring Inclined Perimeter 79642NAbout 40E2-13Containment I 20365E+30.50.0169.003 July '74 Boring Inclined, Perimeter 79745NAbout 40E2-14Containment I 20467E+29.93.0166.019 June '74 Boring Inclined Perimeter 79713NAbout 40E2-15Containment II 20321E+13.911.5165.005 June'74TIBoring Inclined Perimeter 79179NAbout 40E2-16Containment II 20227N+16.89.5165.229 May '74FSAR Appendix 2F Boring Inclined Perimeter 79130EAbout 40*E2-17Containment II 20117N+13.319.0165.005 June '74FSAR Appendix 2F Boring Inclined Perimeter 79224EAbout 40*E2-18Containment II 20270N+14.914.0168.028 May '74FSAR Appendix 2F Boring Inclined Perimeter 79272EAbout 40*E2-27N side of 79158E+192.579.815 May '741Cooling Tower 19990NE2-28S side of 79180E+181.0101.816 May '741Cooling Tower 19930N (ThCONTINUED:Page 23Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Referenced F-1'Alternate 17600N- 3.09.59.017 Apr '73 2Tunnel Align-ment86700EF-1AAlternate 17600N- 3.015.0143.825 Apr'732Tunnel Align-ment86694EF-2Alternate 19189N- 1.413.8264.415 May '73 2Tunnel Align-ment86875EF-3Alternate 19374N+ 9.487.5298.807 June. '732Tunnel Align-ment88446EF-4Alternate 18311N+16.8135.3329.602 July '73 FSAR Appendix 2D Tunnel Align-ment88393EF-5Alternate 18332N+15.7121.3319.531 July '73 2Tunnel Align-ment88430EF-6Alternate 18450N- 1.5124.2339.009 Aug '73 2Tunnel Align-ment87945E0-1Fuel Oil Storage 29690N+17.316.516.530 Sept'74FSAR Appendix 21 Tank78370EG-2Settling Basin 21380N+15.914.514.501 Oct '74 FSAR Appendix 21 Inlet78900ERemarks CONINTUED:
Boring No.
Page 24PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference RemarksG-3Settling Basin 21717N+ 9.434.834.801 Oct174FSAR Appendix 21 Outlet78949E0-4Settling Basin 21571N+ 9.622.522.503 Oct'7478992E0-5Site Retaining 20969N+ 7.89.709.703 Oct '74 Wall79525EG-6Site Retaining 20949N+ 8.219.519.503 Oct 174Wall79349EG-7Site Retaining 20932N+ 8.623.223.203 Oct'74v,Wall79175EG-8Site Retaining 2106N+ 7.319.019.007 Oct'74Ilv,Wall79107E0-9Concrete Seawall 20123N+ 9.510.525.509 Oct'7479720E0-10Concrete Seawall 20083N+ 7.96.522.008 Oct'7478587EG-11'Concrete Seawall 20042N+ 6.815.931.010 Oct '74 79455EG-12Revetment Seawall 19898N+ 7.211.011.010 Oct '74 Fr78500E01Falling Head 21882N+16.4TSAR Appendix 21 No LogPermeability 78291EG2Falling Head 21412N+25.474.084.027 Jan '69 VIVIIIPermeability 77959EG3Falling Head 20436N+35.411.021.019 Feb '69 IIIIIIPermeability 77489E04Falling Head 19989N+30.15.015.020 Feb '69 IIPermeability 77116E05Falling Head 19200N+40.465.078.004 Mar '69 IIPermeability 76420E CONTINUED:
Page 25Location/
GroundSoil Bored Total Depth DateBoring No.
PurposeCoordinates Elevation (Ft)(Ft)Completed Reference Remarks0C1AContainment I 20413N+28.00.246.603 July '73 FSAR Appendix 211Overcore Hole 79671EP1Old Cooling Offshore- 2.042.042.028 May '69 1System Design P2Old Cooling Offshore- 9.037.536.511 June '69 1System Design P3Old Cooling Offshore-12.074.574.514 June '69 1System Design P4Old Cooling Offshore-15.014.114.104 June '69 1System Design P5Old Cooling Offshore-23.024.824.810 June '69 1System Design P6Old Cooling Offshore-31.548.048.010 June '69 1System Design P7Old Cooling Offshore-38.525.025.015 June '69 1System Design P8Old Cooling Offshore-44.046.046.010 June '69 1System Design P9Old Cooling Offshore-40.017.017.011 June '69 1System Design P10Old Cooling Offshore-40.021.021.015 June '69 1System Design PllOld Cooling Offshore-19.018.518.514 June '69 1System Design PF -1Portsmouth Fault Investigation Greenland, NH+79.10.5267.021 Mar '74 FSAR Appendix 2C Boring Inclined 48
- PF-2Portsmouth Fault Investigation Greenland, NH+62.065.0271.024 July '74 FSAR Appendix 2CBoring Inclined 400 CONTINUED:Page 26Boring No.PurposeLocation/
Coordinates GroundElevation Soil Bored (Ft)Total Depth (Ft)DateCompleted Reference RemarksPF -3Portsmouth Fault Investigation Greenland, Nil+61.840.050.030 July '74 FSAR Appendix 2C PF -3APortsmouth Fault Investigation Greenland, NH+61.880.0204.308 Aug '74 SRF -1Scotland Rd Fault Newbury,+18.113.079.006 Dec'73ITflInvestigation MASRF -2Scotland Rd Fault Investigation Newbury,MA+17.650.577.510 Dec'73SRF -3Scotland Rd Fault Investigation Newbury,MA+17.942.095.019 Dec '73 SRF -4Scotland Rd Fault Investigation Newbury,MA+17.660.096.003 Jan '74 SRF -5Scotland Rd Fault Investigation Newbury,MA+17.634.0197.708 Jan '74 "Boring Inclined 45
- SRF -6Scotland Rd Fault Investigation Newbury,MA+17.853.058.008 Jan '74 SRF -7Scotland Rd Fault Investigation Newbury,MA+17.565.5255.018 Jan '74 "Boring inclined 450 SRF -8Scotland Rd Fault Investigation Newbury,MA+17.649.0172.019 Feb '74 SRF -9Scotland Rd Fault Newbury,+17.857.0118.303 Jan '74 7111Investigation MA INCLINATION ELEVATION DEPTHLogged BY: J. R. Rand 7/10/72 DESCRIPTIVE NOTES CONDITION OF CORE DIP GRAPHIC LOG DDHPAGE 1, of aSEABROOKSTATION10*SalL.DER- ?nu ran ;RA iTc22.S +0 of Rock Rock is .res!
,-,'minor rusly
\fr-c31YOr joiniSrOalo Fresb RockAlljointS LOW cu-le-bitko FresV)
Rods41G1-1 ANGL-E (6s0)Jo %NTS kr 1'40 2!INTs RN/ALSRock Fresh os AweRod-- is rare.- Breaks in OD 1.5,pieceSbok+36,nis are sfamed
- -Diabase -k)ark-cycy, tine-graine.8 wIth dark greznpl-r-nocrysfs Rock be.O
.ornes a. \iAlle_
Coofser ara:Ine.8 - ciark
-ereykl) 604AS-PROJECTHOLE LOCATION BEARING DDH B IPAGE 2_ of 2_SEABROOKSTATIONPROJECTHOLEHOLE LOCATION BEARINGELEVATION INCLINATIONDEPTH `5c012-'60'Logged BY: J. R. Rand 7/10/-12...
CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES ec Sreaks_- pieces
- _Roycic"-- BreaksISL)4Yp.Bfpieces 7-mR061yRustyRock 15 Fresh.*
Good drilling.
locoily .15inor rud.ned or. joints Rock is Pc6r1y Pfesi 4-o fres11. 2 local rod
- or)tits7.Da.ba.se -bark-grey,-6344, smolt dark .3rer
-r)Fhenodyst Specklirs D ;abase - 'bcork3rey, roile..el L0'11-11 small dark-sreen phenocrys+
- 5Fecklirs RosyE3oitoty,ible BreaRS ""
ackliP5C-V-45 _0 CI-11P5pieee5rm.DDH 13-7PAGE of \
ELEVATION
. DEPTH 3$31Logged BY: J.
R. Rand 7tt2. 72PROJECTSEABROOKSTATIONHOLE LOCATION BEARINGINCLINATION CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES 13/ Top of PockRock rrocteLyweakbere,d, KAI
,/ _koned Mineralsdiscoloy ed, Rock **iS Fairly Res-,showing rusty 64zinin3 only on pari-insS.
Rock is fces tSf'*only minor rusi-,/ , -
sk-o:ininoorb Scrne:joinIC D ri i-e
- coo.rse. ext6necl 1 11reyPoryphyri-tic chist. 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 LOCATION BEARING ELEVATION INCLINATION DEPTH g5'.`ti Logged BY: J.
R. Rand 7/11/72.
CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES 4,2/ -To F RockBreaks-CIN;psko .8/pieceScHIPScHiPsCHIPS TO z:
- .6 'FiecesMPS'Rock Is -Fres11 xwith only minor rUsly 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-grojnesA 31-4 arey po rphyri+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 ot ELEVATION DEPTH -51.biLogged BY: J. R. Rand 7/11/72OGDESCRIPTIVE NOTES Ziorife, in-I-err-nixed darkFine 3rained rock QXcoofser.co,inecliporphyrii-i
.c 11814 grey rock.
Fredornnoniiy a F(ne-granecl rock 4ype.
meptum DARK GREY FINE-GRAIN DIORITE 3Y 5cittom of 1101..E INCLINATION DIPGRAPHIC L Pock is res1--),
Only minor cua)y --=
66:ming call/
on joints .
To\r,i5G 306o.)-)c :-
COfRt)Ck 1G resh=nor Rost^COARSECOARSE PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION BEARINGDEPTH A8.6INCLINATION CONDITION OF CORE DIPGRAPHIC L OGDESCRIPTIVE NOTES
-s:@chips=1.2125.1-c1411).5DDH B-14PAGE ILogged By: J.
R. Rand 7/102.
8/ To(Roak i5xxPrezh, 04
-) only : x x'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-yrifiC COARSE.-.6'_pieces28' Boflorn of RoiLF:3:4_11 Top of Rock 4.
/(?) D;orife b, ici er? )-ica>a.s.2. Dke.O.
or Dialaase6ouiclei-
-(4)-fesslur "tre TOP or Pc:8e4rockl porphyrii
-icorfeu:ukir. local zones of rne.,di'uni Zfey,rte 3rairi!.ci c\iorife, 800 c-Cn. 5;liRed zone.DDH 5-is-PROJECTSEABROOKSTATIONHOLE LOCATION BEARING ELEVATION DEPTH 31.o' Logged By: J. R. Rand 7/10/72_
INCLINATION CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE 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& is moderatety.
,weci-herd off+)
-7:-dark brown CORock is fresh,
\)c) joinis hot- 61 ickenstRock .ts ReslitAkhor russi
-shoor)31' botton, oFqole.
DDH EPAGE 1 of 2_
PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION BEARINGINCLINATION DEPTHLogged By: J. R. Rand CONDIT ION OF COREDIP GRAPHIC L OGDESCRIPTIVE NOTES 50*^902._Corebeaks 4\chips -ko
.3 'fiecesYo-4) u3hotit
-let-2-?ocksli2htly fo1Mccierately t,Jead-f)execi,Local deLorn-Postfl'on,some:
rsty sto4nrs ParkIn3sOn 0- *35-- it_7 ,A-_ *--
Xs:
,
- GO' Top of Rocktilekaw_ditneri-Ge_hizi-,90044z-6-1C -
ti2h-L,Trey -RAe staine.ct_tool.<
- efient yX
- 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 LOG DESCRIPTIVE NOTES
-Rock. is rotctQraiel/
wea.-kfnered, somwhatbleached,_iron staihino, on
,Joinfs, +an tleac.63:
In micas.
Poor corin3
. Xsow.**,...*
Mel-a_seSmenf- Fine-3faineA Feki4a1Plic cht
-,teht ssrey cioartz. ific.
cr.15_*y.,S e-eaw.
-"`**
.
....*
$*$**. tK...* e K Tom v.....u:I 0 *- SreaksellipS.1- +0 i/_ece- ptSt20**11Z4B reakChips:+0 .81piecesCh43s 4-0
.6' eiere_S ILOModeraidy rock sorre what
\31'efached, V oca9y -a(ong1' tallest Sorne 1 -i3v\ roslyMoi- a. slron3 Toce.
\nherev\ti y
-45°:vloclaccael dLnity wea roCkRock 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.01W1 90arf t'fe. beas O.\-throush-outfetdspathic schisi, greY, fVrie, grained ,
160' Bottorn of Rote DDH(9PAGE of 1 PROJECTSEABROOKSTATION HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH Logged By: J. R. Rand 7/16/72o'CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES zoL30' -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 tanparritizs MeaseAimenl
-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 j PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION BEARING INCLINATION Logged Sy: J
. R. Rand 7/11/72 CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES
---,rOCIC i% rOl ideiCLI)/ : 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 meAcksedirAent ocrzHc;-o feick_spa.-41
.nror1e (bleached cice, A
-e)oe,a_A-intin.2), \wally 'tnierloyerecl bleacilea deoomposecl vJel8eciccarse-groo:ne,d)cci.uw in
_903,r1z.
ruSty dckihi n3TRAMS CribRAL (114TRUtIv) CONTAC1
-5o:%ch+le4r-ergi-Pncoo 'Rock is moclEtT4e1y weafrNerea, breaks cxr8 cxct SS 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- grey Fine b rneclt.om Cine,51"0.11Ta CHIFSctilPSopea 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 'micas locally discolored to
-tat \ broconToo' &Atom of Ode DDH S-2PAGE of 2._
PROJECTSEABROOKSTATIONHOLE LOCATION BEARING ELEVATION INCLINATION DEPTH I50.0 i --7/11/77.
Logged BY: J. R. Rand 7/11/72CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES tiC.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 of ohole rock.
CHIPSCHIPS:2. ctop5=_WOCk 15 6dY CHIPSfreA if\
To03no0+
- rIll nor poodery."1" cH1P5siains 0+.
Far i-i n355CT'-:minor sWeAcensictes joi4sZonenW 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-3voniecl e\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-sThroujilouf ops_-_Break:@Chips7{7).6'p,eces_tifeaksplece,s7chips to
.2qer.es 110a1DDH B-21PAGE 2 of 2PROJECTSEABROOKSTATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH KD.0
)Logged By: J. R. Rand 7/12/72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES so' -BreoLks:&Ch6p$An.2'ri,ecesgoLlthrocnhoot tel:,pfk-fko reldspaiAic.
6016,1,3*fresh bui
- poor,iothi-s and viarf-crs Paris on bo-kf)Rock is ickirly s50:-Local minorcO----CH 4)5rUbl 6:kihirr3 HiP5croSCHI PSIP5505:7);:lictai4sirs cxna parfirqse-CHIPSCHIPSsubjtel%,SC CiskAy 1611 ktrou.c\hout, Statn n3 On j'oints =c-J 50*CHIPSSome ,:ico;nis z\lotz Slicivi-\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%+1Wc 15patkic,tight 3vi in ccxnecl.Lzci6 Wdspar 1-1n3ers-Roc-1-C is evenfy Pokated ava.142-ific./Fe Id spofti c Felk,F,Kc cchi3 di'thf-r42-clium'areY,(nd gra;neid, Evenly Folic,feci rock CHIPSCHIPSSel)ist feldspoAk
.cas belowSek)iSft-Yel-Tnk,rnZy9003-kz;ii
.c. (ocay, Fine-sYcx,ine3, 11'.3ht 'Bre)/.Even 11 Folt'clie8 15e.' Bottom of Hole Watt t sorrie rrfi nor FofisVit'n3 c,\-\tits
- flcC ckafacier-sEicay Caulf
- stl'ckensces CONDITION OF CORE DDHPAGE of 2,SEABROOKSTATIONPROJECTHOLE LOCATION BEARINGELEVATION INCLINATIONDEPTH 11f.
01Logged BY: J. R. Rand 7/12/72.
DIP GRAPHIC LOG DESCRIPTIVE NOTES 50.2/Boo (rzone I mixed cloril-e, cola grey oVC.citurizife boulders.
Not nloc}, weafrlerir3 76' 0F oF RockerecLkseafL@Wps_- ofeces -
_1306( i5 sir y0 *..Vt., .r*PCS6-1141 'eldspaig' ic.ord,c"-)-ioe -Tam&, evenly FoliatedtoCERATrr,EWEAIK R (NG WeOcno threerrisco)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 fkindFELDSIITHIc 111i1101- FOC-0.A %,"FcLDSFATHiCxfek5pDrCli3Color-
-*^-.*- ,no
lb VSchist, 1
-i4sancl-ii. L1:shf -3rey, Cl'ne-ankinecl, evenly-5-. _I 20---^
DDH 1-73PAGE 2. ot SEABROOKSTATIONPROJECTHOLE LOCATION ELEVATION BEARINGINCLINATION DEPTH 11(04)1Logged By: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 100^-Atf'S.S'pieces%c,k is aah-Hy?A:LLI:PA.14 11411tCWeoffiered*-*Schfauv.tai , i81
,11--sty )every foVaieci^No MOVEMENT ON DIABASE CONTACTS)
-yrXft.".**CHIFSC,I4 (PSct-HPSHIPS,VuG6YC.H I PsSiain .or\joras 5552Occazioy103 ereek5IFTRU5IVE CoNITAcT,140 IMSPIACE 1ST V (De NGE Foci< rairty
-Freshslicabityweathered .
Diabo-Sene srainectiSOLphenoclysi-speckBLEACHED ROSty thirZOWle.join s*S-- Cfecti-tsma,- pieeesRoCK ISgisAcwo(cHILIED zcwg ?) "TO TAN CONTACT DIPS ES NeerIAL. o ScH(5Toc I Ty
.Wo zkevt.Acerism eViDENCE ON CONTACT CH 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-erained i 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 ELEVATION BEARING INCLINATION DEPTH VAI -771)/-12.
Logged BY: J. R. Rand 7/12/72.
CONDITION OF CORE ODIP GRAPHIC LOG DESCRIPTIVE NOTES I -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-ervals eotoLLBreaAcs -
- ChipSt3 1.2'S50_ ()feu-a- _CM PSRUSTYRock realeofely:
oeo,thsreci hh-out Somebleoth)eck, tcltscolDreck to sEvERE wle-IATHEROG,2..ROSTPu5rY n-oi 91- Local' ic yWatherech-rusfy
-oneSE3I-EACH Et)
SrealcSCANi?Sfo 2pieoe5cHIPs,Sorf HIPSSorr, °wry
,ock lit(kraiely:wea-her24 -1Nousl)-
72out, Feldspar vet\lels discoloreer fo +an. Some =
effs,::vk.)8s2/ Top of Rock iorife , infer rni xeci Rne-3rtkii Clark- rey roass;ve.
0,nct coo rse-smined I 12 shtfRetoritNAgrLy
-FINGRA wet,oy. le rorphyr4ic,rnecilurn rnecit'uty, dark -3(ty, nart-ow geir\in3@
G-k) tt inkervals. Veins 55- C30. Akk ve6ls &scoloreci tzinb,jwec4er;Roc.kfojt-ly COM pad/ LA3e.a.4)ennir3 noi-in3bi tioo. clove WELGED BICT STRucToRE WITH SURFACE WEATtiMED E.FTECTs FINEar'Y8.0 DDH21-PAGE a of '2PROJECTSEABROOKSTATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH ig10 1Logged By: J. R. Rand 7/11/72.
CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES Rock 'Is *9,411-(y 40 mode rati norno\ FeAdsarveinlets'are.
discoloresL
-kan. Rock not
-hckably weak.
A X)(soBreo,ks1:?bdci 5(C31.NiAy A-0 mocler44 usTY,Wea-kh erect t1 or
-_r- WEATUEr RIk,,pi ecespt n3) veln(el scieY-=discotayed 40 jo,n, 1.-coN1 rusk)/ zo neswoLl OFS:=
10 t.S/pieceSk4tPs-110---Cy' ipmot= roNGck 5[81/4/tlY :
tO .5' RUST i-o modekely v,ieces
_.-RuST Out, felciSparS t33di5Cdoreds.,iqtete.,--120_:_-_*q.: Lp0a51 tosly zone5 on .3ol 0-5Interrni><eci Pme.sra,neci bark-9reyl;orile os-Agrey cmrse-smineci Fine-erc6ned rock 1-ypeerec6nlinoje s Rock discia\oreci
\ke. weoherm3-Tnier mixed Cine -an8 Coat" e -s2Y-ci.tned D iork. High 0..nole vr-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 ( of PROJECTSEABROOKSTATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH g3.01Logged BY: J. R. Rand 7/11/72.
CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES Breaks@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-anin3 on.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 LOCATION BEARINGELEVATION DEPTH 231 Logged BYz J. R Rand Viz/1i CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 4' To of RockINCLINATION
- SrecLks DIABASE-(BouLDEA?)
- g Chps-.81- piecesZorii-e in\-ermixed do1<-3rey, fine-3mined and coarse emined , I1'314 grey.ISFrectominant(y coarse-Branect 1-YPeK0.40 Thoderatel)1/4Lk) eaii-tered,*x-1-hrougboaSDTV. 'rock De--
Coros;+ion and =heo,vy cost oY1c1/4nale.:304571 X ySANDSEAM01 PSI SOFT ilSAND SEAM.1CHIPSCHIPS\F 'NE23.7' Boilory) of HoleNote3D/22_Rock Qe.a_ii-)erirsand, ruS'r appea rrs due+0 orrcx.c_e.
wea+lner.ir5.
- Beeen wea.iirlered
- zores rock iS_in'teMai(y.
DDH B-3c)PAGE 1 of 1 PROJECTSEABROOKSTATIONHOLE LOCATION BEARINGINCLINATION ELEVATION DEPTH g70' Logged BY:
J. R. Rand 7/10/72_
CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES 7/Top cR-ck FOLIATION) 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-9rainecl 1 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 xed dark-grey rine-riosd and coarse_9rrx:ne.d4yPes. coarser-3ro:meA rockkends k-o weediler MOM. Tharl V'ine.-8vaineci tb bwron ron%ni r)3.jo W57@6"4o V inervccis
'Rock is stightly Weo.i-herec24) SActjecOARSECDARSE'esh \ook-23' Botlorn of RockDDHPAGE ofPROJECTSEABROOKSTATIONHOLE LOCATION BEARING ELEVATION INCLINATION DEPTH Logged BY: J
. R. Rand 7/10/72 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Nay 6k-o2kn;n3 pr)jo'n-Nis634!oynBioRe. 13 sligh-fiy werae-ered to show rusly'broLor, sti-eak No sUe..kensicies DDH S5PAGE 1 of PROJECTSEABROOKSTATIONELEVATION HOLE LOCATION BEARINGINCLINATION DEPTH (c. ILogged BY: J. R. Rand 7/10/72 CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES 2,5/Top oF RockRock1- CHIPSBroke r,CHIPech.,Fskleteces:"Ei.cHlps Cine-3yo:\ ned, VY\edi'u cto,rk-s rey Occa-sorwAi zraciAl (.011;6.,
pinenoc-rySi-S V'resd.inkrnally, mansanese skt\inin3 on closely:
k-2,a.c.e.4 361 r yks--..-14Z COWS'Breo,ks.2%1/iniervals z.5110int Generukily 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'N MINolk RUST 40 1:2-i1kliCrWS 50_1f 0%14DRusy GNARTz. AND CALCITE l_tueo voG41,6' Bati
-om1-kole^
INCLINATION BEARINGHOLE LOCATION ELEVATION DEPTH 41.01 Logged $y:
J. R. Rand 7/102_
DDH 6-.37PAGE I of PROJECTSEABROOKSTATIONCONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES bpl'piece s 700,30 n+Rock is reh - xXx Sorl11'3\-+
wecaerina 0-nd -
x-- xInferVOIS
\roY)3oni jovnks.lfl300dipG.' 'Top of o ck CoARSE'--C) Co i fe - mecium Pine...-9ra.;red mecil'om dark-grey i 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,SUcken5de WOCK k 5-CHIPS :Nth Y-05(yOn:f;1145--1c)(),V ).-KC.5.3o n'ti"Aecii)rn Pine3fa'ineot gfty rnas5ive Dor+fe High arnle ,jonts @
about/pEGmA-1-1-tEWITH GARNIET/lbuRMALM.0)4N0SULPFIIDE Si-RINGERSBoitorn of Hole PROJECTSEABROOKSTATIONELEVATION HOLE LOCATION BEARINGDEPTH 10'INCLINATION CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES DDH 8-33PAGE \ of 2_Logged BY: J. R. Rand 7/10/72.Cock.me.liode 1;3ht grey Loil-k r ose calehes jof,said e8 srey akil'orireCoarse votned rock oppeo.r.,
CA. at1etfrISN- f.-\eoneA'rockDIABA5E Cu1
-5 OloRITE on) INIRUshlt CoNTACT ci-tit.tro Di 0.130.5 e Day14, grey, Cirie.-Sra.ned, w'cg
- dark sreer, sAen 0 e.rysi- 5peckl n9 andoccasiona( pokbes of epi'clote CHiPs%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 ocal RA' on joiniS CNIPS,Ros
-ryFbck is
-es'i-tMinor rosl-bcakty on 4,0,1411K TDiorfkk- rnixea c_oar5e ardCihe sminect Diabase Dike biorite, hix-8 coaze and ne zv-a:khed rock S CHIPSifes11Very 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 LOCATION BEARINGINCLINATION ELEVATION DEPTH 15x.5'711017Z,Logged By: J. R. Rand GRAPHIC LOGDESCRIPTIVE NOTES CONDITION 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-SEDIMENT Diorife, fine-3ra;neet, h\edt'um- 1(.8)61- 3rey, with local -.ones ofcoarser-gral'reol felci5pozl-hic rock IIBreakses1-1-01.5intervats 2Medium- COW"Senal Diorite. -
Diorii-e,:rnossive chrkrY -
rnecil.um-Rne 9raintal ioco,( zone oF coorser
- -3rairledporphyll'tic biorvt-eOccasional FeldSpAic 1/6hh9 RUSTY STAIN 105.2'i5Minoy-roslyor' zorrienistock is Presh
-ti-woush oot, Oply occa.ohai int nor0-3or ]oints
'Roc-k hot closey jointed,.
NO I l'Ck enSldeS RusrEb,PITTED, 125.2' WEAMERED6ejointCHIPS,Iliwog RUST ?c&
is V'TeshMinor 'rusty S-Vainin5 on j 0 SU KaCES.I 45.2.1%els is fi'e.,5nDior;fe ao_rkY) Cine -,ccosf anal ctoare. grokne.8, (1:3-vt grey zones Freclor^lfnOxii
-ly Rne-grainec bior iteeottor, of RCAe DDT-I3PAGE ; of PROJECTSEABROOKSTATION HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH 72_/ Logged BY: J. R. Rand 7b1/7A.CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES RockrD;orik-
.3cc6neci_vv -vvNps 'rn- V Vv '163'7oc_1. is Pe_sV)-
XXXxXFusfyonly Occasiorai Yefycud-Or1.30t'Vt-5_ k x--cek is 5\i_shrt(,3ets&cec\, pt A-Loi-PI kr_ak rod- ,or) joirirs 6040706 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 -Vcesb cy\inoy- sienin3 on joscF3Ock f(CS\1 mr\or YOf _ch,()s\9f-. \\V =rjnfss61i3H-oxtu'r6,3 3\ ;04. t,,)-kcv;c5'th5G 64' siNownc-ayft , a,:ek reyorained, Lic CCC-aSiOna.)
- CoosSe- COarSe.-91
-0,;ned, -z,one,srD;ord-e... Jcilfkgr-ey, fin e- _graineaCoCax,S1011.1 200e-S_arey, coosse sro4ne.d dtorCoo-fse-xX X X coarSe x It XXxX X XX X eth-r xk X X _X X X cob.ree 12/ Botibm of o1e.
DDH 6-10PAGE ofPROTECTSEABROOKSTATIONHOLE LOCATIONELEVATION BEARINGINCLINATIONDEPTH GCO35 Logged BY: J. R. Rand 7/11
-12, "72..CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES 25'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,CerN 3F- 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 1 14+ rusty ;5173:ps -
+00k-k--ctIfie.3MC )4 Cparse.
- x y
- X-X )' CearSer-ock f,-; .R e<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-oomed I\fsc,ay. kskr\e.,-3rane<4 rock?Teckom'oncd
-esrnxed 804
-k-ge/ftne,srained on (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-aaH reddark- 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 1 PROJECTSEABROOKSTATIONHOLE LOCATION BEARING ELEVATION INCLINATION DEPTH GT51 Logged BY: J. R. Rand 7fII
-12172.,CONDITION OF COREDIPGRAPHIC LOG DESCRIPTIVE NOTES crip.s(ROA sIS ci..irky-6-esh, sulRject to :
lusty -ictin;rifi lsorre Loccxkeniykg
_or ) joints
_-:ChpsYutcRAK.c,"1.1/4-1 Oflkr,ehsp-skielyk...)c_atf
,ered \any
- n1ex nati Chke31nYJIY , C!-.5 GVIOwn .
j6in15 (se-70)
DtoRI-rt 8ouLDERSTor._of Rock FINE.tIk.J m+).gra'tricA dco-k-grey and c caxse-scoheci liQht -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 73ELEVATION HOLE LOCATION BEARINGINCLINATIONDEPTH I 0-'11-'CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES Logged 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 ri nO1 \--Veinin3 sprerioe5. OLfl3 xshoco rnmor ros---S6ntn_o.
air-4t t *110avais?)-dnoos fine anaufa.r (wen-tett)*ex6e,eyamie,a, ty,ass ve.,-
rAecl po-orey,itfx.ctsteo coiftrl prornnert Fele cioartz_ ve'min s3 of Ksh an#5--
li,o10-sic(?)
'Rock beczyme 8;ci6Isic v`tafk.-3te-y,raivleckdark zreen p\ex,ocrysts
- Top g Rock
.11' Avetalrenfly GL 1A)eathere.(211;cyrife Rrecciar D DI-I- aPACE ofPROTECTSEABROOKSTATIONHOLE LOCATIONELEVATION BEARINGINCLINATIONDEPTH Wilt Logged By: J.
R. Rand 71 10-11112-CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES r_-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&s arct phehocrysis 1\to14i,shAT,31ea:1,74s-BLEACHED CHILL 7-014E, SILICIFICATION
-ChipS7t0-139,31%CkCal(ly Viesh ChipsMinor 5-fa:tn s on 5DOm hernial dark--
.3yeer) co(or.Vt orrush/ stak 6v1 LW, Z r1+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 across core, co^d no+ no-rolly on hl'ek sl)ear Ikan2s.
`Rock roccity rpoyly2. Cal&pathized wi-& zed ihrielit.
ill -zorle,.cLIOCX,/ (ine -actineci closk aey, wiki\ dark freet-) phenocryst (small ). Ohly gety minor itev,11,3 r-Dia.6seC-h IZone. Welded breccia_
- Wl blCA)005e, C141Si1efe4 e.0Meksame-h fccic scinis{s/ minorfeldspaff,i7,1-6,1 Shear-PROJECTSEABROOKSTATIONPAGE 1 of DIDFT-a 2-BEINCLINATIONDEPTH KAHOLE LOCATIONELEVATION Logged By: J. R. Rand CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES 134.3'rock dick\iky sy_ **-*ere-CV.()el< ts 5 y -_- ' .-:...:
- ......_ ........
weaCercd fro -oof 2._minor(-06y sta nir Oron:joints. I) bleac-hed ArD broLon
,ryrile Ao z{ic,<ensickes or\ 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 LOCATIONELEVATION BEARINGINCLINATION DEPTH 2_8.5" Logged BY: J. R Rand7;.CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES tnirlortuSkychipsRock is c'e..s\-)
Very rninor&alcae =
cock.413 or .sorne.
- Ao'Lnis. Mostly hok- rusky.
Fas' "Top 4 Rocli_iorte `enKe.8.flea,dark-3rey ana coaze-gvain ist.c6h-k---ertyvectorAironily Fine, -2ro..ine4 8t'orleCazr92coarbe.2 8.5H-0 rn FHoIe*ir Reck )5Cres1-1 'I-6003110ot - =
LOCclify mor 6.0(4-enene4 r or\504-. -minor -
01r)t, sorickce.5 -
sIkk's -chlorite mr:D't :
joints ,low2d)-zo-'Col 8reak5 G"to 2.'A-erJOA 5 or' lowange jot nf5 200-30f Y5DDH ID( -1PAGE ; of 1PROJECTSEABROOKSTATIONHOLE LOCATION BEARING ELEVATION INCLINATION DEPTH 2:1
- Logged BY: J. R. Rand 1
-214-72..CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 10CHIPStwillet)Vu9SCh-e cev+,
Cvnted joiriiS -61 thrcx)shovt on 301 ock'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:3 deveAcvniexct
-Piar; k-e C'ir\e -5 raj nex4barl< ey as above moss i yeCHIPSCHIPSCH(PSrlier)V U95Dor;ie Fine-zrojnecl-c;c:cey, rnozsive -
oc,c,lty speckledroul\ aea\oS1113,FpSe IS FRG5V1 DDH VD1-PACE 2 of,2_ PROJECTSEABROOKSTATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH/Logged BY: J. R. Rand 1411172 CONDITION OF CORE DIPGRAPHIC LOG DESCRIPTIVE NOTES Chloni-e development 550 -*-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.knecii medioro 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°Joint chips415°7W\joints Zone.
15 SOffx xFaulf zone .-buf no of parthfly opan.-xX Xpr;lkx bleakS 30;45 arelow atmgle zo°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 grared Qk)oXk. 0 tinfern'xecl coo.re- and Fihe tack -ypes.
A pparenione, sof-we4 by 10:+
.er;i'.3but-not ruLiy or Ic..ke-r\Sicies3.1 5 clfv000..ez.YYASSUP-
- fexivre,
-rnecKum coarse erosineA, not fOlioked, meo1ium grey.
eolt-cs,on ov- vole DDH DI-3PAGE ; of PROJECTSEABROOKSTATIONHOLE LOCATION BEARINGINCLINATION 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-..nt Clo+, 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;nanily On 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 locally 15:-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 Vkole a_
tntrus ion breccia;coeldeciBecomesCoaczer-inect000.ftr_ dior it{e, fine. aroAreci i,Medium dark grq
/fairly massik _
but IocoAly shocos Vac kaiofl,A-e)(6... Narrow \Jrfs sometimes_
simw minor vog3y zok)+(on Goosi-z.donk
, medioin- coarse:
3(-`ne4 Rock eidensive,Yilroker 11 pss ible shear zon2 Rock is '04eredy siffir-erY 6346 chlorite% Mior sickihs byt nfRosty.D6rd-e fr\e:3ra:kned dcv.ck eley ocaly 106
.) torncoatle owne,i dio4eDDHPAGE of 5ELEVATION DEPTH 6c1 PROJECTSEABROOKSTATIONHOLE LOCATION BEARINGINCLINATION Logged BY: J.
R. Randii/vt 1-12.CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES a-71.6,5/Top of2070'\joi145k366-1s11" /-5c:crif l tiVArsc: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 Coat qopil .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.n ytiRne-To.:tned rf,4unl- dark -8 re y,mckssive_ ieKfure, xK14xDiDH D 1 -PAGE 2_ of, -3PROJECTSEABROOKSTATIONHOLE LOCATION BEARING ELEVATION INCLINATION DEPTH 169 Logged BY: J. R. Rand 11141-liz.CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES Corebrokenas shownCore broteensAlown?reAominol y)igh oy 6ieIIch ps- XX655nt setock is 1nreshXrninor ehlontc 70piritirniror11)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 ?yrit xCleanalleann3 on Ciorne-Qoknv,S%Y_*XMectiOm Coaroscpu cliork fine gro:
tincai A-grey.Locoj ca-.1.1-ser (9ra;hed zones tor (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-ion Corebrckex,'Shoon6.5.CDIAkIn'Rockezh =70,0t,Core is broke,r,,5mocce,hi, closely on el'oirlts 2 an4 cca'osiorYxt 7,--750. sow_-bncu,N3anese, and pyrite.,
27_oruoirli-s, Ghat-pi oun3vlar 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,ined 1c6rk-aey. -
Oute moss'Iye Wure Lo.01,t1 ocaA shosis.%ckRes,dosidy.2./-1-0f079--rvoJsYoYyin3 ociiii
-uc.-Ie:;
aryl Lersd 'fpfine,073,ine,ci 1dark3rey, (ocdlyvoloely CoWed ,
WockVcesh nof weo:there3 ikroojnout.X yXsYnooth,cltain DDHPAGE3 of 3PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION BEARINGINCLINATION DEPTH 16 9 Logged By: J. R. Rand If Ivf /72_CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES Corepynteev(:A(er)znlearS51.v3tonro,(eaksco.1/Cokni P s14enials:F.: No Rosi
-r?ock, 't5 Fresh-Lccollysurfaces ore.slIppery oitk ekorite-ckvalopment. m os\--\Jteflfln -2510 30 too ange
- 3cAnis., .
$ttaom9 V XISy.V XX 7%X le a.t.111KU S E C.3*.rrACFT X X)( Gloalz. cV,o%4e.,Mecliu41 COcirSe. gitColeCt aoorf-z.
dt'orite) 'medium grey, nneck ion\
Coat-Se ork'mecl
,6re 9rcx1ne4, diryey, MassiVE,dionfe,* 169' Battom Coce. 'ts beAenCht'pSier_es or DDH DPAGE 1 of PROJECTSEABROOKJ STATION HOLE LOCATION ELEVATION BEARINGINCLINATION DEPTII 65.3Logged By: J. R. Rand 12113172.CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES ioolder-.c..1or4e1 rniczeot.)s,o(o-fed 1513' Top iz)P RocK.predominculiir ne-srained C:_=)Core 1Drwis-.3/c e7,SoZiointz'e.7'Orozci hi3h-01/4.11a(p.
jOkri5_____ 7Dejo'irit, rus4y Core----4 rt-4Y 1E t_.1'.1' :1 7s'oirtLIN is Itesn.r).2- *'-'fedieces ---:-Y(US CCaCCCIAin90, 20b-3,6
\-c.&r\ OW C1118+- +ptk) arde -`,:jo'ir,-1-i,l,3otnis * +
1."-"...*
11,51- code8Om 15 ----\wi spread :+- +
- Ils as 7 *nterva-,..- 1.- +_ANoon .+_ +cA-x)ci *,Aak 7on-rujgyvrt a -27 rozk.JO (nv3V (7 SObjecied=VY.TYrP,Ohon-etk-ects.
ock 'fs VeshPcprnineni.
rusAorm-on on jocriis,55ints
-r0(r_urcxniervals -
80-riejno!'4,64);;te meoseckrode rcirg1heovy (OZ I4r-k 'P ft eSli70oNsl_y JOITe>X XQuark diorite, rrIx.--ure. ofCcarse aott .Rne graned rock 7FesWI arde(76
°-75°) rhuSife. confatt, tOtkied 8;kce ,dck.tis sat-eysob-black, Cot q-o;tne,d, masS\
fVQ.-6sP.-RS and krot RCGC cioseiy,joihied at varlovs
'tikes arlA ctps. Lou anje0 0 ) oinks prectom;nate.
rbiabas. A'ke iasThesthe, isu, 6110,dc, Rne evine{inocicX X predfxfit'Acurny X$ Crxtru Ilainect X X)(G5.3' Bottorn of l-tote.
DDFI6PAGE I. of \PROJECTSEABROOKSTATIONa./HOLE LOCATION ELEVATION BEARING' INCLINATIONDEPTH 33,0 Logged BY: J. R. Rand 134 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,
/ predomillariiy fine, iyx
.fh,P,A, rnecti'urn grey, Lady, oi-th hi3h afigle (7Y-8)
-ToUc;J'ionFine,DDH Di -7PAGE ) of 2_
PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATION BEARINGINCLINATIONDEPTH It 8.7 Logged BY: J. R. Rand 12.111-111-CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES Ock gedr),d Psho ro.sk-cx\joinis I=Lou) ounle(ie-sejt.lrrt,@--=cle"'intervals. C-k 7c) joy)800_900anale; jointscurved joid;nierijoS Vosio0S 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-'011 pcion)el's.",pyrife.on joints WjointseshRcPACjoirits joinf5 Follow both .7-66) h4-0s8le
-CD4alia7i=
and 3e-1e (No otyz3te =vanobk,rf ixk1ernST
- ko roz*. Pyrite on Some-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-ac 0dips^
DDHPAGE Z of 2.PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATION BEARINGINCLINATIONDEPTH ti g ,Logged BY: J. R. Rand 13.1r-171-CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE 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 weathereo cCk6sh 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 roldon ai- various aflitycles Goarfz (or, kxoi(yfoiktied, medium-grey Fine-graineJ,on(y weakly -6(01-exi *'ID massive 4e4ure 13reakspieces "as- Chi S,'- NS EKalcs:#110 2_(i:Aeces 118,7'Bottorn ofe DDHBPAGE of J PROJECTSEABROOKSTATION HOLE LOCATION ELEVATION DEPTH 2,5
-BEARINGINCLINATION Logged BY: J. R. Rand 11/11172-CONDITION OF CORE DIPGRAPHIC LOG DESCRIPTIVE NOTES tor- Core- Broken'Info Chips ci-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-=
x of 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_akY Mecli'vm-Arey Cobr.
minor 1ucebpmentabout zot JepTh. FrIcthon is-Very sleep Fo ve,rficoi 2q.5' Botkorn of 4c:k PROJECTSEABROOKSTATION.LJ1):-... Di- LiC1HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH Loggea BY: J. R. Rand 1241302.CONDITION OF CORE
-ogDIPGRAPHIC LOG DESCRIPTIVE NOTES Breaks:@: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 iro ckCoarc_& -B ia:,red I i'se
.ter sray ryiatri'x.
'Rock 'LsfALod. Layerira &6o'cli"i3 Gro,-;,-hc -texiure, voLadePrphyria quotriz..cViorife.,
aS af- bollorn of ho(e 21-.5 ' Erittorn of 140le.-1.6'Rodypleces DDI-I- (PAGE I of 2.PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION BEARING INCLINATION DEPTHLogged By: J. R. Rand/2112./71.
CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES BoulclerI 2' To_p oF Qw.rtzrnecl'om -cmrse 0*21.4\e_,
l'94 nieckum grey. Locally foll'ated eanale (bo 0-700)ciifps.Sreaksintervals on 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\io rod- on joints.
4110 =arele,Mos4 breakS Oh 0-610,junisctuartzike recryjzklUzed by cl ton fe Quar-a dt'or:4e, medium-coarse atc6ned, rnedi'orn li'9ht grey.
Loca.1(z some
--)01ioL1lor%Ste.e,pHrer srainecl near- fop sectibn.ais dips, not rnooff, ave pyrite coa1-in3s oVI hi.311joIntss/rcotk 600jotn4 with pyriie x 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 LOCATIONELEVATION BEARINGINCLINATIONDEPTH U2'/ Logged BY: J. R. Rand
/74/2472CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES 1 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 (85 f- 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 fr i so rFaces*117-_-thyouJI outspt,';'t.01_yri, fe.. --1very, , aoartz cYortle/ fie-rods, massive, w clea 9f-culled, med ium-srqfoliatedBeCorieS Coo,ce-sy-G4leci vock 112'13,6fiorn of ,c,te has pyrite wail 11
.5=
DDH PI-11PAGE 1 of PROJECTHOLE LOCATION BEARINGINCLINATION SEABROOKSTATIONELEVATION DEPTH 65,5'LoggedJ. R. Rand
/24072CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES a.s'cop of Rock uutz clfOr;le. Preciam;oontly, fire-tred(om 3va'kned, Mediurn-grey idolth loc.cd ColnFiner4eXtUreS. FOI4On G-)80 or (5e.e.per 50j0;,-f rock is zliehfly weaitlereck 4D IS' 7.1Oiri5(pCk iS VreSIn i :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:joinf o ?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'Intervals C-ocArGer ciarK-9treeniSkdiontcloarit.
- diorite, praclomincintlyRne-atikhed, hok h0"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 I PROJECTHOLE LOCATION BEARINGSEABROOKSTATIONINCLINATION ELEVATION DEPTH 2ciLogged BY: J. R. Randlq13172_.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Toinispck_30-eicPRois .-T-esi-)dipSMinor iv*khroU3S1004
-
onsome iov1s Rock Is i'res1-1,.;(
7---..-*ubed ko minorMIC:kk)S riuser-in1,0earenn.c3a.nd on joints Skj i4VrAillire 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 R ole DDTI D2* IPAGE I of PROJECTSEABROOKSTATIONHOLE LOCATIONELEVATION BEARINGINCLINATIONDEPTH 31 .0 1Logged By: J. R. Rand
/02172-CONDITION OF COREDIPGRAPHIC LOGDESCRIPTIVE NOTES 00^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-zpredominanfiy Fne-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'ne PROJECTSEABROOKSTATIONHOLE LOCATION BEARINGINCLINATION DDEI D--3PAGEELEVATION DEPTH 60 . 0Logged By: J. R. Rand CONDITION 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 -z n'inf"f.st-, sock is C
\ckirlif 7-....t.++tt -.1.. Mo:,i-
\jotn,s L--,,..r__ 1_- _..1e5 zi-@CA-N.-- x it )c 3cP-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 mfcaceooS con6c4-,
LoeldeJ Dioiasecike, so6-Uo,ck, ik'e,-grojIned 95 ;nkrusive. contr.A.c_t, welder),1Op...ckzit- te-px-eaoryliv)aryny
.QuARTz-t-re tISCLuskonlCOOXSE-TaA)cleca
- t4rvive.
conkoz+, weAckci PROJECTSEABROOKSTATIONELEVATION INCLINATION DEPTH 171.01HOLE LOCATION BEARING611'p 0.-ttd-udeCore. breaks are,Chcao.cflerist-icoll3o 7:DDHPAGE of :5 Logged BY: J. R. Rand 11/24.112._
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES x-{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, in cod i-jorColumnVery -thin veinlets.shf bleacinng gocke zfron
.s.Fine-Vinect 52.1 /to53.5'iS weided,healed,sollAcict sone1.)ori.te,alooffe, mixed coarse. -Ta' i neclaeyenc.losn9 fine-,
gam, aarK iorzy dro(ife.
X 'tiBreakSCoreas-'Rock is Cresin=.,/as above: iehogs 40 kmt onnber break dql,.,13, pint/or ver,n'iNRDcR becDnies kifecbmitActrd
-lyOxicse-Taineci i with relafive,ly.SMa.1( -zones of fine-3ratoe.d dioritc .
FineVe.in d'SxBreaksCore.CLSC211,011Fine eroinect vi6eck coarse ctc'c-Nne 8ortie.21.5' T of Rock Quarta. dioritc, rnecl2rey, iifYY \olY1 - caar-se -EOlocal fine-9rained c1ak4( erey clorife zones -
as shoor,. Rock i3Purf-r-91111r124 Fre5h crysiallined STATIONPROJECTSEABROOKDDH D2-'ft PAGE Lot 5DEPTH _ELEVATION HOLE LOCATION BEARINGINCLINATION BreaksihCore.a_S. ShownEineQ0cortt dorLte.1cs above./ -vcedomnankly coar-ackInedLogged BY: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Quartz 6iorite1 as above, vedoirninanfly coar6e-3rained medium gre, koitl occasional Fxfches-Rne-araiir)ed, dark arey dt.RneRnejsraneo. ciior'ce
,c)`"veiritels, ux(cied rnicroTaolf coarse153,oinl-tRuSIVE conrcAcT 1 IRREGuLAR AT 65f DIP?orehyrific_ quartz diorile, coom 3reaknex3irno,ssi&
.nlochum ey oki-k slightsr eenish f n3s Fine- ,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 ctippia 3 joinfs.-Faation76kYliS are deanys=notand' -do not Cit'p UntiErnix_iin one direction, -
cock fiesh, as above.
EceaksCore,asSlloconFineFine.
DDH2-PAGE of:3 PROJECTSEABROOKSTATION HOLE LOCATION ELEVATION BEARINGINCLINATIONDEPTH 171' Logged.By:
J. R. Rand 11121-111-CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES I5-: 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 K8h a.* clips ot.s sh own,14Quolfz. 116nine..--3rosned 9u0.4. diorite, rne:b'urn 9fey, mass'ive, peP per - salt +exiure_
)( X X CbarSe.
PROJECTSEABROOKSTATIONDDH U2L-5Ot IHOLE LOCATIONELEVATION BEARINGINCLINATIONDEPTH 65,0'Logged BY: J. R. Rand 124102_CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES SOLACIer 24neoverburcten ifst'ne- Taineci dib rife,o' Top of' Rock Rodss are s ocic cresh --Breakslocu-c.ask e 20- 50 tamed iyIr)k-etrialsWolk)65 -Of\ (0(.0\ceArockartzter kce 600_,jontse:3/62/'tnervals niockmakse2e--reshpreduryftnantlytsckloto at-131e atinis aye,._-6-1rough out, low-arN3le jofsBreaks -RockRock is Resh,
@ 57.6'intervals
.1665' Bottom of Hole c=,0vu -E-Slieht1
-U5/-ot oper, folioAlon plane _
60a-_amI BEARINGELEVATION DEPTH \2.5HOLE LOCATION INCLINATION
--1"'Rockqe.5,orlt mincr-+1-1-z k1/4,:snz soh oinfZ - x DDH 02-7PAGE ofPROJECTSEABROOKSTATIONLogged BY: J. R. Rand CONDITION OF COREDIP GRAPHIC LOGDESCRIPTIVE NOTES 107'tr t251 Top DiabaSe dike? v8xy .ne-ztro.:tried, very dark .3r,ey kobbzi<Core brokenCh1psi-ViTou3h- out Core.oniskerfkou..)ana\e-2,0Too70(NrrS2076906 DIPSAT 3To114 T e.P..vALS RocK t.tobGRATELY we.A-NEREn, S6F7ENIEb on) 3'0131'S Rock does no-i--i- ck.??eari-Wec.di)e red
)ffs oiToserfly k)kt-rDkAtASS OKS weakerte4someu+at l: x )2'2'dri wx llsy poorly-*-)(5o0 conia.ci;
,octrkzned;ury, c_ocLyse---
,ffrainecl;IenycimeA nn._.\us.konsd.D cco1.,-vide,d) intros%
ye.i 0-base-Vexy Cine -srai het(
sub black
. zq-een o6ine sFeckle4l Quarl-z cliorae, rrorr-c,ockm NC8bands of.Cr\e.r zvo,:thea, (Yorile, z;v1n3 O. broaA foo.A-ed effeci-6keeov dipp+tx3 Cok+o-k-;on -ok.5 31noion cRmveo'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 ELEVATION DEPTH 125.0/ Logged BY: J. R. Rand 14071-BEARING INCLINATION CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES 8reAsP.140(.5pieceson lou)-anste.jointShosT aNgTh tiP5,e.e-to '85Tocto.sotts-rRock .15ro1/44y3okikS. Some.
coafin3s:
joik-)is18,rok<entsy\ kmangle,joic)s@.51+0intervats G008.rilhiNBreakswick.'microlsCLQAN)LOW At4GLE zbit..3-rs CAWS'S tCLCA!ArisLe20 too85-*oli4TCALCrrE FILLEDo SUCKEMSVXS CoatuzRfRock 'S Vres\-17:--kkvfoo(21
-\ -ookRock Cres\-,
boo:2,1r,a01-zpredonnnm icaceoos (chtor4;c) dark-3reenish BreyQuartz 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 5 RoCKNOT ME:MSENMENTARY I 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 LOG DESCRIPTIVE NOTES CONDITION OF COREDIPd Rock0.0' TopPROJECTHOLE LOCATION Cenier Of OniINCLINATION ELEVATION 2:S.9 DEPTH 50,1BEARINGNo OVERWRDEN aoar\--,me.clurn Rne ojrailled,me,c1;urn 2rey. Massve,
-texi-ore.
Cho'r ock
-034Locally 'tn
-VroJeci 1D3 pe5rna4ife.
vein\ ei-sas shoLon.
PEGMAli TE VeltiLZT, Co5 vcc,mmt-rE. vEWLE:T,15 bIPPeGnA-rt-ra 650301T-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.8 G2k_lax-Vc, diOr3
-e.,@72.6'_500 olf)inkrosik4.-,
weAdedcofkox}.
CoARsE GRAMED LOLL) an-30fA-040@.5'40 ni-ervaks rougr,ROCk '\561;g hit_oto angle. 3oini
-5weo:Hlexirs 3cf-to35 dips ,)1'tne'Aer'klY 3-bints nok' rustyo.ificrecl except as shota\
?ock5';1{y toeakiv-reA, 5ht IV*IVOcierole.
thhrnrust on occdiof'-aljork 0-5 *74(4tfiefyn't,khe,,,,,iSho (')or, ,3604 AoxGO _io.tc-Ni.;z(yweaiivwci rutky 51;3H- t,..vath erin3Rusrymclerake.
weakber-in g.on3Dints ck,S zhOtAIN NO5i- ICSk hi-5 dipbout. z CP ,4-0 \ Isir4ervals CMPS, 051Y6.RCC_Jf *k$m4,or rusi-65Joini-1 tight wea-Pre4gPAtnor ruSty Cc341-y3s on some.join+5.'ksVCesh.
atreded by
.613\-)k-700,j oCRAPS, ROTY Hot-GRATE yoc-AmertiviG MitioRCore Break on IOWOZ..* (30°.3.0intsChips A-0I'in4ervaisBreaksOh 100JOMAS.5'40 1.5 interois _
$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-siti Qirearnedi 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 s 550 join+cl ectnDDH-PAGE 2_ of zPROJECTSEABROOKSTATIONHOLE LOCATION BEARING ELEVATION 28.9 / DEPTH 150.1 INCLINATION Logged BY: J. R. Rand 1212,6/72-CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES 7013rettIcs 80 @wide-Space's@.S'io 3'piecesBreak5ea, 4) s1-6 .p1eceS12WeiTHCRED-4.
Breaks0.5'1-oz' f.ieceSBreaks@A/A-03.s"peces GC:P.304 Ni minorrust.1' Heavy cus+,Severe-1i toeaillereci 50dip@ wkle.intervals, 0-part. minor roz,+ and di t*nor rustsq.0yi...v.60
-eci 4 "`c)64-ra e"-localzedor Cl.nele .30in'Z.RoCk is 611:,c..keary--
o.* ' of soff sevei
,elyweche.,xed-95.0/4-o 95.4 idepiTdeo,siert; cat ,joi ofi qock sis C resV,,I ocalty roskf,/ on es. ,oints ro;,IS Sevete(y tocalt)etect 6,fro5kyiRcek:sciexe weathenn on foli--on Cot- t.1' 80Fcore in ekk"c6 \Dut*A-decompoSed
=minor rust wee yocjoiritLotx.). angte..,:r;n4::
psrRoak i5 -Ci-esh, noro<sly aniolths.
Joints300%c..kNo toSk onFINE GRAMC c otiRSE g*toeDFNE GRAIMECI (Docriz_ clior
- tteirni)Ced -Cne ev).ne.c1 Jark cyey po.i-bes incoarse- gt3ine..8 1%
.s\rii-er greyPDX.0 $ec.on/c. Fine
.3rci'ined e.lot.,.)
87.ELo 04,3e 3ints e 3004-0i00 dips @ .5/40;,,(-et-vois zofle. clips is° DDH EL-2.PAGEof IPROJECTSEABROOKSTATIONHOLE LOCATION 20,45-0 N.Soo'E.ELEVATION 21 A
- /BEARINGINCLINATIONDEPTHLogged BY: J. R. Rand CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES maks7of.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.) 0.1-131e joinis30f.ThvouSnoui
-V11,7.2 "Top of Rod< Quo-0-z- diorite, 1-nixec1 n e - s3rminect
, dark grey anci CoarS* -3y0inea I ileit 1:yey pe\GA-rX rock por pkyrific
.1-0Loarck baseFor-phxrAiC.2..7.a' Etiiiorn of' Holt ber NE/DDH E I - 3PAGE I of PROJECTSEABROOKSTATION HOLE LOCATION SITE*2. - .79 350 E.
20,1-oo r.1ELEVATION 15.
2-1BEARINGINCLINATION DEPTHLogged BY: J. R. Rand i 2i2.7/7zCONDITION OF COREDIP GRAPH IC LOGDESCRIPTIVE NOTES Go° ..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,o428 For phyr Hc. 4exfore near -
1:Da.se.ble.arJne.d so-C+contarks +ro.si-6mk*22 Top42/ Boiforn e Role DDH EPAGE of 3 PROJECTSEABROOKSTATIONHOLE LOCATION ELEVATION 20.
2 BEARINGINCLINATION DEPTH Logged By: J. R. Rand 12/27 72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Boulders 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 YV54y sl-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 tps WrgtflFinexiaroaneol oa.rtz. Toy-;}e, mixeA Cvn8cr-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 BEARINGINCLINATION DEPTH Logged BY: J.
R Rand I2/Z6 CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES 0 *10'*_ c_clys,,,i_ *7.,
Rcck bfeacIvc1 Rock,-Is Gesk -
... -- f " .,....
ti\ 4M veciFecia'50 OlipS TO -.*rnosi tow cx.re *_3,5trik'S ace 1 i'peces 7.1minor- rus4 cre_oasonat mmor:
rust-of\5C\eGtAl8054,- roo5h, rus1y 6o* 701- CHIPScbLI To OW GO°FINE -GRAiNCD uctri-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 LOCATION BEARINGELEVATION 20,INCLINATIONDEPTHLogged By: J. R. Rand (2 /z6/7Z CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES C3(e0.1S5701-_pieces9f/. 3reaks3' to1.51piecesFneenx:ine3Roughunevon65.Z4,_'Rock sB008 arilltn3-M0 hie\ 0-Y-51e:nts -556-9of 7;Joints@ 1
/-2/ervalSCkresockfres1,--hot rusty on
-30ints - o ar)31e, ;joints dip 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, Cine rd .+0Si. R-edor,ti,v,1111 Coarse- 9 ra:Ined be..1 o ,
105 Bokkorr.
of Vkole Rock sOiry
-Fred\ 14p-rally_rusty Coai ;NS on
,joint lce rack rncderoiely toe1ther2=
+0 1(.5'-m0sf joini 5 -Dip 50`) or sfeeper-:
20*551:" To; rif.Cleln0-11PSto *Breo.kechiFG* I/pieces ruskCHIPS70,TontruslyDDHt-PAGE \ of aPROJECTSEABROOKSTATION HOLE LOCATION 20.300 I\179.5-50 E- ELEVATION G.0 / BEARINGINCLINATION DEPTH Logged BY:
J. R. Rand 12./26/-7 2_CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE 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 breaks inRosty- 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,3 Gejoint o,re s'yo'ink 5 @ 35
-16. -dean 0v_. vanoos cweintai-oos 60....1Vdrwt rv6k.yQuart-Z. dicir;l'e i mIkedPne. 9vo..noi
) dark 9rey cearSQ. gra'tned lighter srey35--41-0 low ante jonk eirol' _ini-ex-voAsQUOAZ. cioni rniXectRne. syw:hecl., ak grey anA coarse -eciIi3kte;ry rods -lyresRock s,s only vaTely fol ioiektprecl TY\ tho,n+l y codSer v-mined rnairiXrockMODWEA-rgRED75'sr.r.lookh clear\) oink-^Rock iS Cresh-pir-Its are clean arejoints:
(15-35Dips)are 1404'infex mis PROJECTSEABROOKSTATIONELEVATION )(:, 0 HOLE LOCATION BEARINGDEPTHINCLINATION DESCRIPTIVE NOTES CONDITION OF COREDIP GRAPHIC LOG DDI-1 Ei5.PAGE 2 of 2Logged BY.: J. R. Rand 12126/72-GZ (-0-rtZ <3,16 r- yyl xecisra:tnecl i dark 3Te/ 1'18coarse- ,
trc6y,,e_A I iNker grey Guairiz- cUor
- ik-erock 1-ypes ucuri-z.iorile,;ne-rocinecl arla coarseacure8. cis shown 1o' Ooktor, oFPock iz Vs\
-1sane ,:joinfsclean, dip 5f-(6.verzase 5f-foi))No Rusf Rock 'Is1Oo(orfs=e50_ (10) MD 5+tOocLicsRock is -.6sh ary3te2540fie70- rouoi/-136.11,4 Clean5C9joini. or,CEA ic14--tfo n--4,5 joint DDH E:11- GPAGE of \
PROJECTSEABROOKSTATIONHOLE LOCATION 20.
-30ON 79.400 ELEVATION DEPTH BEARINGINCLINATION Logged By: J. R. Rand 12/2.7/7 CONDITION OF CORE DIPGRAPHIC LOG DESCRIPTIVE NOTES 41/-Top-1' Rock*X X XX X XyE9moi4eye inletCore *A7oc".:No;c*breal(ps-chi ps-7o,loChip5.511 lb .8'ealerpieCeS -2;--; RustyZo--RosiyFock esserl+ic* X X Fre511 IocoJly$)(),S*1-lyA A--OhjointS, minor f Sw ))t, rt.)Sf - lowe-sjOfrit'S cVpoccur.2/.6 I'Intervals.
Quax-z dor4e, m'kxecl ciark/and coosze..-Braineck I13hf grey rricSrix X31( X.X X X)X AX X X24' IN:Mor n of hole.
sr_
DDHPAGE of 2_PROJECTSEABROOKSTATION HOLE LOCATION BEARING ELEVATION 5t
' INCLINATION DEPTH 159 .2 Logged By: j. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES cr fop of Rock X xX VGejoint .
85'do nt IM hor ru51800,10i nt Lminor rusi'Rod< 15 Ci
-e6-1*41ZR03Vloth - :
mhorSick:olin3 on surCaceSck.bOutdepkh-Qocatz Norit
-e-grcksined, rriedIsurn grey. V cooe.\*0+i@ i31-) ar lde (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 more 2/-1/ in1et-04S -in hole -,joirlfs are wo.vKStow% ryrifecfy,A infxs X xX yX 14X 141.'I,.0.03.4,2. Diorite ,as above, -
folidd-ion more ()ruminant Eto0--700s but voJriaue, wl
- airedion, F('ner 9railled medi111-61-14
_grey dor; i
-e.,c.6esehc..10SeckrndcliOvn (yarned mcd-rixQuartz- cliorife., as olo veirn11-1-1e_ ccarser-grained wsrti-) cleptVI. Less obviously Cbli'afed, more mossve fexiure.
nuartz. ctiorite,as Love,
/6ecome.s9ziine8)-Wt'afed
- 3orne, 1--ex,dacy-1-13 break
- ory smoo-thfokAlsor, plane .
DDEIPAGE 2 ot, zPROJECTSEABROOKSTATIONHOLE LOCATION BEARINGINCLINATION ELEVATION DEPTH Is9.2/Logged BY: J. R. Rand CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES
\ost- bre,c4(s In 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)elcieci ii-Folio.}-on Aso' -
iwri+e cookt ns on:,jolr Flaneo * --
0me.jotnts are
's, Slicken5ic1e ROck iS Cresh-.kervi..Ao break up 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 9e Si ickens icie zone
- does no+ ap?scat-5-qo:Or-h Or zubjeci9rounciwaLter f-rlo fernerit-.iSf81p dn-6IiodFictriesRock is Fre sk 607:Ed-GOa-r-fz core o 03D0.e,RoC-k eenerbAti fohafe8 01-Nd high arsIe. joints tafh svno01-ir, Surfaces i-en8ocx.or along
-E'c)\0.-1-ion Quax-i-zFine 3ratheA, medium grey, osocdlysteep Cott* in appare ntPaAf zone @12f-12z,s, rock is Folished Loith sIkkerlsicie@
Va.r.00 s o-reles Quartz dkrk
, fine gradne8, rned- elark prey - resernCies Lvccr\it-tzect"meTa-cioartzife
- we,11 FoIked *,roogh out 0 Go 8:ps'Rock Panis(pi s) or Vol6ralion
_ocre u:AneObt rnicar_e_ouS aDariZ. dc:Ale- coarser 81-ained -Wi.03-e450HIGH AN)G,..x wELbED FAULT ZONE- l'RESENCCalOTZTEFREiRtc'r-oNE MAKES IT WEAK, 4.,,,-;-tC.uLT 90DIPSDOLL- No ROST oR GooGe -pyRIn ON SOP PLANE8reccio--oekdeci Lkiiskecl PMLV-r-VIE LOED700- 90srnoothjt.
sikkenscle 70f jf.ZrnooThionS-FtIck *vs esh - m e -
shoo .5meoxica:
crr dickehs6eL
,,jcnkScomoroniy* 19.21gott-orn OF V.cAe DDH E 2 - 2PAGE 1 of I PROJECTSEABROOKSTATIONHOLE LOCATION 20:355 N79.275 E ELEVATION BEARINGINCLINATION DEPTHLogged BY: J. R. Rand l'2_/26/72 CONDITION OF COREDIP GRAPHIC LOG DESCRIPTIVE NOTES 12.S' Top of Rock CM IPS---G5o;nt(Pock is Presh, --
hot rosy or jotnminorPcxodety coatin371 or\ sprne joints Low ang(e.0nts-e 20f-30f psaoax+Z diorae, rnedt'urYI-Eint..
9rair\e-a, mecli'vr
,-srey, massiveFexfore.
- locally minor porphyrific 20- 30). ou)joiris.2'- .5 /in4-ey-vals 325' Born of Rote.^^
5 i_ToP OF ROCK Fi;:mGunRTz. DioR1TE IFiNE-GRAINED btRK GREY bloRIIE E-1\I CL.ObE
-UU Mil ti-n (1::MINOM-CoPIRH GPsfiltIED LZI
-11GRY QuAKra 1.-11E-*FInrLZCAu-Y fOt-kF7,14 ATI ABor-ri i5f UP NEM ToP, GoiNG 5-0 AS51-100)0 WLIZED OR Fuse) CoNTAcTs
-114ouatoor DDH F- lA PAGE 1 of 2PROJECTSEABROOK NUCLEAR STATION HOLE LOCATION Hampton Harbor BEARING vertical INCLINATION Wx = weathered, Ix( athering ELEVATION DEPTH 143 10 J, R. Rand Logged By:5 '16/73 0'CONDITION OF C)RFDIPINDIVIDuAL 8REAKS IN COR5_ 5140w4 BY CR059 LIN E5 GRAPP IC LOGDESCRIPTIVE NOTES UNICol\not_t DATED 0,1EReuR9)0\1, 1_oX 2efy, *54Bo>(.i,15-36ROcK tsX X X X X R51)' 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.1 1 - X X Xo4 CLT lb- xxxx75 r vohm.. '`',160.4 . MotirRAThx xNU1/411-(ERING 7 X xx jo,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 x x x'Yo:,1,) 1411NOR Ro5rY:
x x 1(b,) 1 ,-.1;trr.13.rcf142SKSEANI :x X X PARTINGs 6S :x kx'x minor 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 risty RoCK t5 FRESH-0 Rcosh nt _X XXtiiror rosiyx';1(`-xxCOLIRiz DIORtrE i DARk< GREV F0E-GRAI4ED DoRITGitmir-:Dtom CcARSE LGITGREY GOA RTZ DloRIT E.
M4TRIXJUA1L 147573 DDH F -1APAGE 2 of 2ELEVATIONPROJECT SEABROOK NUCLEAR STATION HOLE LOCATION INCLINATION BEARINGDEPTHJ.K.RandLogged BY:5/16/73 Firv,ROCK PePEhRS Ci4ingi1E-R(c 14,AND Is \NE IAKI\E-1)oiM-1106 _AND ti,oPERATE fNCTHERIWG QoARTz. NoRITE, INTERMIXED -
FINE DORI
-1*e AIJD Mak-41-COARSE (_)(iRrz.
DOR( YE MATEV.
-DESCRIPTIVE NOTES a)tiRrz. bloRti
-C.AeoVe,'GRAbNG To (s-teotuR GRAINED su 8- MASSiVE &R1
---z- DioR 11
-EITT4A1Tjb FELISI;i-AR SPEtlq_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-CoARSE 0,u ARTa DIORITE_pc-pal-11cTENDs ToNIED(011-F1NE GRANa -
ocK IC)\AAR05 143'iolloF 110LE.1i.JIJE. 1(3) 7370'CONDITION OF CORE DIPGRAPHIC LOGR3031, Vigini-fOinor n)5{ter break Mira( NA' ROCK ISFRE%VoX 5-t 4-tco-:tr2'SLIGHT PcC,K 5t'Y'156.1 MINoRVoZY SCFOREops-ruichFs Rccic ts NoTAELY VUGGY-BREAKS ow CIILDRITE-121,s' RICH I-UGHANGLE Pii.rufQ5 Mira co4-v:pintFRE54rcr rtyity 4ainvusondmIcpredC) SAMPLES co Ck 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 mooR R05-N 5rAuvwGMinor mst zfainAs s440qA)^^coLL.
DDH F-2PAGE 1 of 2PROJECT SEABROOK NUCLEAR STATION HOLE LOCAT ION Hampton Harbor ELEVATION BEARING VerticalINCLINAT ION DEPTH 264 5 J.R . Rand5/14/73Logged By:
CONDITION OF CORE DIPGRAPHIC LOG DESCRIPTIVE NOTES 130NOR:: cP,o55-4\A1-C14 MARKS 31\I "'CONDITION" COLUMN EQUAL- .
MEALYRE.b eRefo-cs, sr)10-1-':. !YR P1Rift
,)C75IM C -1E5 ONC_ONISov-IDATCDOvERBoRDEN 158' ToP oF ROCK 1501*160-:- Er,x 2.:158' -178,5 BoX 31178,5i-192.S10.1c 2:sSa)-rtAtaD301-.3--11Gt-t Ar \
(.4E3b11\lT5 Lou) FM\_\C-Lc oaRT1065 R-rs)1'11 :STAVinG.
GENERALLY alow 51RLA:rEb S-FACe.c,, EUT ARC, (3o
-r :PoLv2,1([1.
),sp-,oN)Suaf"ACt7
, ARE NoTpoi_151-tED Rod.< 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 kor36 Z::11.01.1EL CaoRITE-WItED Iriinor ARE RE-MINGRALIZCL
,`,(Yjb\YA% 1)0 NOTSo;;GEaRcce-NT tiovEMENT:
1:;,:)ary Co(a.c;,ON) apt-U: P1KTitX5 F-EL-NPATFIC.
,DnEMINTITCD)AGUCLY FOLIATE:
SovIa0IIAT MASSIVG 1 4\EJNOM-GRUK:1mEb(um DARK GREY CaDR.hll\W-Rit\f-S ARE Lb-r Sues ger lb eFFECT5. FoLATroto Ls ARDOOD 40
- 1) 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-LF6SIIIE TExTURE..
/ 1k)1114 t_ocAL
-zon&isCF PRotiiNgt
,IT t-,R-ANGLEFOLLATIOO. CTRIATED C1-11_0/RfrE BICH TONI 6oeAfkeCC)NIM)
41:L Re MoDERATEL keJUtJE I 69 75 ELEVAT ION PROJECT SEABROOK NUCLEAR STATION HOLE LOCATION BEARINGDEPTHINCLINAT ION DDHF-2PAGE 2 of 2J. R . Rand Logged By:
5/14/73DESCRIPTIVE NOTES 1-1-1bP4TI-i(C,AS Ai3oVE.
PoSs I BLY Lvirl_E Coig RS -GRAINeD 11-1AN ArboVa.
3LCn\,t(mg kola_E0 ori
-14 eleirlre_K NO13 Ar.lb NIOn Uci,o361]. ItQ FE-L1)31)A-VI(C. HATRIY. coNITORTD.ouATIoN).
(META -110LCAOIC until)Sags-CIA AeoVci BCor-tiNG Ivtoc MckE- eto-m-E-FitckI, FUJER
-GRAINED-BElou) 227! 1-1IGHLY coriroRzo Pot4 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. c4-1LoRITE AND PYRITE otv Totnyrs.0 SAM pi_E5 roP,-GeoTECitniCAL t,.)611`,3EC=_Rr..
.5123/73269 5" Q,OTTOti OFJLIN.IE. I
-7 3tc)il CONDITION OF CORE DIPGRAPHIC LOG FOCK (5 E__ENDPILLY7FRES14.561N
-rs 4-\ AVEMik\DR sTruNNG AN)D PYRI-rE CRO3TS, ToiN15 ARE:
S11170-Te-o, Wrrti-PARTNGs DIP &P-107 ACF05SARC r,3o-r- 1,1-5ukpasTAtoeb210 ,?OCK lEFREs C-1CLITEfi\R-rzs.
AKEsuptLwur -ARE coPc1e-DOrri-i-PYgt7t PttoryoR PooDER Ako wat-lOcosl_t PPA GE,2sildiens;aes RCCK is FRES144 Joint") AND rARTIOSs_
ARE LwAGLYQ3ITE PPEM, sTRIATED,_
Poll.51vci -,p)/ritete ureared Pol i5kc Rock 15 FREst
,t,PA RritoGs 1C-SLIPFEKY, 250L.74,0 BORING LOCATIONN18311,E88393;INCLINATIONVerticalBEARINGDATE START/FINISHJune 8, 1973/July 2, 1973 CASING 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 TEST STRIKE, DIP F = Foliation J =JointC = Contact B = Bedding SOIL AND ROCK DESCRIPTIONS uz n.0fa 41(Weathering, defects, etc.)(Type, texture, mineralogy, 0 gcolor, hardness, etc.(
c) caDepthftTypeandNo.is,orRec.%Graphic&PE-%psiComputed,,k10-"cm/sec!III/1111 1.0S = 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 of coarse 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 coarse sand.-_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.s 0itor) = 0.18 tsf
-_LISimilar to Sample 816. s uitor) = 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,- moderate oderate 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 medium prominently folla ntled.1 Feffaaltithico.:--_-:7---:er.i0N_N- Standard penetration repistance, blows/ft Rec - Length recovered/length cored, %
RQD -Length of sound core 4 in. and longer/length cored, %
s- Split spoon sampleGroundwater U- Undisturbed samples 8 - Shelby tubeN - Denison F- Fixed pistonP - Pitcher 0- OsterbergG - GEID- Drilling breakk - Coefficient of 7,8permeability NOTESA - Auger sample
- 1) - su(tor) =Shear strength measured with Torvane.
_SEABROOK ST ATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY g Mad engIneas g ..n.,,,,,.......
Date: October 4, 1973Project 7286 PAGE 1of 3 ILOG OF BORING F4 (1) GEMISCHNICAL ENGINEERS INC.
BORING LOCATIONN18311, E88393;INC LINA TIONVerticalBEARINGDATE START/FINISHJune 8, 1973/July 2, 1973 CASING ID5 in, to 4 in. to 3 in.CORE SIZE2-1/8 in.TOTAL DEPTH329,6ftDRILLED BYAmerican Drilling and Boring. T. Paquette GROUND 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 TEST F = Foliation 11STRIKE DIP J = Joint
=CContactB = Bedding SOIL AND ROCK DESCRIPTIONS a:(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-dip 200-35'.Many low-angle partings are smooth.
Chips-Fairly fresh.May be slight angularwx of feldspars.Partings are powdery, but not rusty.
Dips NE?5 Angular chips-Even joints intersect An61 gone of intersect-at about 90 ring smooth even r 1),11,1,s 8 1 ightly q 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, moderate Extreme wx-to extreme wx at dis-sandyModerate-continuous intervals al severe wxshown.Not rusty. Ex Chipstreme wx-decomposed Extreme 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 evidence of shearing.Joints frequently at:80, suggesting 800 dip on dike------7._--wrApirrAIRINFAI prOPPr-'--_to severe wx Chipscrumbles at extreme Extreme wx-ax; is sectile, soft at crumblessevere wx.
ChipsExtreme wx-Weathered throughout, crumbly earthymoderate to extreme, material,blackbut predominately se-Earthyvere to extreme, soft Chipsrock chips to crumbly Chipsdecompred earthy Chipsmater a .
AMIPIII+-ti Quartz-feldspar veiningI'.q;t74a,Slightly to moderately wx.
-Moderately to ex-
_Chipstremely wx-locally occurs 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 moderate Chips-slightly wx.Some rusty to moderately wxstain on joints.
1.5' core lost Core 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 a 7(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-aa PMMEINIIIIIMIS VAIIT/AIi_ .-3-i_-, --_------_extreme sex Extreme sex
,Looally fresh inter-sally, but subject to moderate wx on joints.
Extreme wx Extreme sex ChipsLocally fresh internal, but subject to moder-ate to moderately se-10" core lostvere wx on joints.
ChipsChips -fairly freshChips-moderately WEChips-internallyFairly fresh to slightly slickensided wx,Conchoidal slick-ensided surfaces lo-Severe wxcally.Chlorite con-centrations(?)
wrAmmihips-ir AMA'FA=PP4le_NX-241/41111=621 EPrigrejI AilKIM=21111F/AINDI PPMmr.I.A...:
--Chips- fairly
-'fresh-:Chips-internallyFairly fresh inter-
-slickensided on con- natty, except locally choidal surfacesgoes to moderate to extreme wx, IFIFIM,PIANAm12.011,411M.
--::7--inN- Standard penetration resistance, blows/ft Reo - Length recovered/length cored, %
RQD - Length of sound core 4 in. and longer/length cored, %
- Split spoon sample; Groundwater U- Undisturbed samples 9 - Shelby tube'N - DenisonF- Fixed pistonP - Pitcher 0- OsterbergG - 0E1D- Drilling breakk - Coefficient of wx- Weathered, weatheringpermeability NOTESSEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY U Med 6ft0186f8 .ocne....
-. mDate: October 4, 1973Project 7286 PAGE2of3ILOG 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. Paquette GROUND EL (MSLI Itft ! Rock - J. II. Rand EL.NISLfSAMPLERATEr RODCUTENTRPRESSURE TEST SDTPTRIKE 'Fellation
,t = Joint U - Contact Ii = Bedding.Sti,il, AND ROCK DESCRIPTIONS ie 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 wx Fairly fresh.Drillsfairly well.
lost breaks across Core' -po85lishedsite kens ides 'Fresh.Some minor powdering of feldspar
.phenocrysts.Minor50-Chloritepowdering on joints.
Fresh.Drills we.
well,Curved joint-Parts on chlorite-highly chloritie.,,smearedstriatedslickensided slippery joints.
,75: Joint-chlorite smearedcoated-striated 4-f- f-/--t-1- + +-I--1-_,i.'l-+-t-t- 1-I-i-_.,_if" +---7---_--Diabase, Dark gray, fine-grained,zwith small scattered dark green phonocrysts and scattered small:white feldspathic phenocryst speckling,
--_-,AdiIPA1!I1PP-BOTTOMOF BORING
--:_-:7:--:--L'-:-:-::--...:-:.::-----7:-..;..:":-:020NN- Standard penetration resiatance, blows/ft ececovered/length R- Length r cored, 'it RQD - Length of sound core 4 in. and longer/length cored, %
U- Undisturbed samples s - Shelby tube. N - Denison F- Fixed pistonP - Pitcher0- OsterbergG - GMD- Drilling breakk - Coefficient of wx- Weathered, weatheringpermeability S- Split spoon samplea Groundwater
_ounNOTESSEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY a trilled engineets rcDate:October 4, 1973Project 7296 PAGE 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. Harris GROUND EL (MSL)-9.1ftDEPTH TO WATER/DATE Tidalft /- LOGGED BYSoil - K. Polk; Rock - J. R. Rand EL.MSLftSAMPLERATEOFADV.min/ftWATERor RQDCONTENTPRESSURE TEST STRIKE, DIP F = Foliation J - Joint C-,,-- Contact B = Bedding 44 QSOIL AND ROCK DESCRIPTIONS C4 4(Weathering, defects, etc.)(Type, texture, mineralogy,
- 9. 0color, hardness, etc.)
'-' ge%GraphicIii:npsiComputed_A k10 `cm/sec DepthftTypeandNo.NorRec.0111T/1111 0S'. 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 eubrounded grains; 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 subangular grains; contains gravel pieces up to 30 mm in size.
Light gray gravelly very silty fine sand.Uniform; fines noulastic; contains several angular 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 S N16W, 58NE .1 N21E, 35SE S MN: fiNE i :---N20E, 28N W'S :
- well. Joints and part-P.Hard, but is affected 42 l' Diorite.Fine-grained.
throughout by slight to4-- 4-Fuecontact dips 55 Minor 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 medium Bleaching does not seem.I tannish-gray.Moderately t- Talcto degrade rock strength.,. 'c.,bleached.Quartz diorite.
-*z1 V2.4,0; Pyrite.,.-*,.,,.So7.2,'A%sA-'---*H36.0, Fused Intrusive contact FAIFFIiP.IIIlil/I1I1FrA.."*BleachedMabee.Bleached at top.
0 DFresh and hard.Drills',Ir._ fI 0 Slight wx well.Only local and_4. Fused contact dips about 68 L-*D91. 9' Diorite.Fine-grained, mad I- Dminor bleaching effects....'A7,7Minor,. ,tannish gray.Some minor chloritex'..rbleaching.
'I`X).'Minor wx -r. ax
_ Minor wx Fresh and hard. Drills-" I-;well.Minor surface vixIt" XDiorite (7) or feldspathized
_ effects on some partings..,X-,I.quartzite (7).Fine-grained,Xquartzes*, prominent foliation N-.,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 is D...bleached, hard.
a.7.'Minor wxMSlickensides Fresh and hard. Drills conchojgja well. Slickensides do Pyrite-8116.3D- not appear recent, are sidescommonly on irregular, interlocking surfacers.
Fresh and hard. Drills EoInge 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 25 vII' 111 4'2- ,BleachedDiabase.Fine-grained, 4+grades to dark gray below 6'bleached zone.
A-.11,-..417 Ire,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/ft Rec - Length recovered/length cored, %
RQD -Length of sound core 4 in. and longer'/lengthcored, %
s- Split spoon sample.Groundwater U- Undisturbed samples s - Shelby tubeN - Denison F- Fixed pistonP - Pitcher 0- Osterberg0- GmD- Drilling breakk.. Coefficient of wx- Weathered, weatheringpermeability NOTES1)-Roller bitted to 40.5 ft 2)-No clays present; therefore no water contents were determined.
3)- This is only a partial list of dip and strike data.
- - 300 lb. hammer used.
SEABROOK BTATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY g utted eretneers II 07110.11ANII MC Date; November 23, 1973Project 7286 PAGEIof2ILOG 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. Harris GROUND EL (MSL) -9.1ftDEPTH TO WATER/DATE Tidalft /- LOGGED BYSoil - K. Polk; Rock - J. R. Rand EL.MOB.ftSAMPLERATEOFADV.min/ftWATERor RQDCONTENTPRESSURE TEST STRIKE, DIP F = Foliation j = Joint C = Contact B = Bedding ie NSOIL AND ROCK DESCRIPTIONS lia'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 a N OW, 76NE S N 0E, 44NE J
_1478W, 608W F -
1426E, 71NW F 1 titR; g2U S' 1473w,3W, 68SW S -
N20E, 70SE C .
hT3OW, 40NE J -
N82W, 48NE F :
N73W, 30NE J N21W, 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 r N23E, 765E C -:
,--:170Fresh and hard. Drills well. Only very minor wx effects on joints and 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 50 bleached, but adjacent$ aBleached tan. Fine-7diorite is not bleached. +,piorite 0,__grained.Hard..9Shart contacts.
51Slickensides-Moderathly to severely Apparently wx.Softened. Locally weldedweak.Slickensides PyriteFresh and hard. Local;
,slickenaidesslickensided zonesIlated to folding.
Pyrite'.....1:- Fused contact dips 80 0_x x >0 x xDiorite.Fine-grained,-A .X xmedium gray.-xafused intrusive contact -
',lin. 5,1=11arIII-ril00.03_,.,Fihe ty."-,,, 'Coarse girl .45.189I11,1appear to be old. Re- tZ61L'
_-4_,t_..1 x
- . I-.AQuartzite(?) Thinly foliated,--- Fusedvariable dips.Fine-grained, 2 r---,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 fine qHighly polished slick- V xs Grayquartz diorite.Coarse--enaides at 113'. Also,,, Localgrained quartz diorite and:It Highly polished at 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 throughout elickensidesthroughout 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 60 0226.0:DDiabase.Bleached to light throughout,Drills. tA..1:1,Slight weMinor surface+ .I - .1.-greenish tan.Fine-grained
...:well.MTalcwe effects on joints.4- Joints are not shaken- 4 -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/ft Rea - Length recovered/length cored, %
RQD - length of sound core 4 in. and longer/length cored, %a_ Split spoon sample.4. Groundwater U- Undisturbed samples s - Shelby tubeN - Denison F- Fixed pistonP - Pitcher 0- OsterbergG - GETD- Drilling breakk - Coefficient of wx- Weathered, weatheringpermeability NOTESx - Oriented core.
USEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY MW enginsasDate: November 23, 1973Project 7286 PAGE2of2ILOG OF BORINGADT 16t42011ISCIINICAL IINGINECHS INC,
'BORING LOCATIONN16571, E90280; OffshoreVerticalBEARINGDATE START/FINISHJan, 4, 1974/Jan. 7, 1974 CASING ID3 in.CORE SIZE1-7/8 in,TOTAL DEPTH240.3ftDRILLED BYWarren George, Inc.;
P. Schaeble, J. Harris GROUND EL (M8L) -4.0ftDEPTH TO WATER/DATE ft / LOGGED BYSoil - K. Polk: Rock - J, R. Ran EL.MSLftSAMPLERATEOFADV.mm/ftcvsNELIT orRQDPRESSURE TEST STRIKE, DIP F = FJ =Joioliati onntC "Contact B = Bedding SOIL AND ROCK DESCRIPTIONS a.) 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 J N79W, 25NE J f4,93k. RE iN11W., 638W C N76W, 39NE J N 7W, 42SW 3 N73W, 29NE J PyriteFresh and hard.DrillsDiorite.Fine-grained, medium :
well.Minor surface wex , 0dark gray.Generally massive ILeffects on joints and partings
, , Y Itexture.-.,, ..,....::
Sligh WeFresh and hard.Drills, ) ,,well.Local slight wx on w 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 di Opens1 -,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. %v erily, fine-I k."-",e,-;!"-.0 1"g'rqused diorite inclusion at 0Fresh 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_ . feldspar I-+ +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 irregular Polishedplanar surfaces.-graphitev acontorted foliation throughout.
No meaningful dip direction.-:7,xX4 IC143.--7N- Standard penetration resistance, blows/ft Rae - Length recovered/length cored, %
sound core 4 in. and longer/length cored, %
RQD - Length of sou S- Split spoon eample.; Groundwater
- Undisturbed eamples Shelby tubeN - DenisonF- Fixed pistonP - Pitcher Osterberg0- GEI- Drilling breakIt - Coefficient of am Weathered, weatheringpermeability NOTES1)Washed through soil to 33.5 ft.Na sample taken.
2)Roller bitted to 34.8 ft.
3)No clays present, therefore, no water contents were determined.
4)Drilling rates for NQ-4 through NQ-13 are 5 to 7 minutes per ft.
5)Drilling rates for NQ-14 through Q-375$ 5 to 10 minutes per ft.
SEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY FA/ mead englneas wowerwtwo W.
11611,
...........,...-n-,--
Date: January 14, 1974Project 7286 PAGE1of2MC 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 IND PRESSURE TEST STRIKE, DTP F = Foliation J =JointC = Contact B -.* Beddingre PSOIL AND ROCK DESCRIPTIONS (Weathering, defects, etc. )(Type, texture, mineraloyy, ppcolor, hardness, etc. )
Y%Graphic,1Mp0iComputed k10em/BeeBegat'TypeIandftNo.NorRec.(.((iyi(190S = Slickeraist CONTINUED 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; Raiff N45W, 279W J N25W, 56NE J N61W, 358W J N84E, 67SE F N11W, 18SW S N23E, 50SE F
/447E, 76SE F N25E, 76SE JN 5E, 34NW J N5OW, 26NE J N74W, GONE J N11E, 11NW J N 6W, 24NE J N21E, 20NW J 0671W, 37NE J 5436W, Vert. J N 9W, 63NE Mt; liSe' NNW, SONE F N28W, 525W S N 1W, 51SW 49W, 29SW J WISE, 29NW J N86E, 27SE 9658W,58W, 58NE C N32W, 36SW J N 5E, 66SE J N55E, 73NW J N57E, 30SE N24E, 400W C N76E, 62SE J N72E, 65SE J N6OW, 258 W-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 60 as ", --,
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 7 lag.Joints and partings not l-.'Possible fa ult-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 -7 thermal 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`r 1ml'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/ff Roo - length recovered/length nand, %
RCM - Length of sound cora 4 In. and looger/length cored, %
8- Split spoon sample; Groundwater U- Undieturbed samples 8 - Shelby tubeN - DenisonF- Fixed MelonP - Pitcher 0- Osterberg0- GM- Drilling breakIt - Coefficient of vat- Weathered, weatheringpermeability
'NOTES6)This Is only a partial list of dip and strike data.
x - Oriented core.
SEABROOK ST ATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY 0 mead engine= .- -
Date, January 14, 1974Project 7286 PAGE22ILOG OF BORINGADT 16Aoncsnacwwm.i.
ZNOINKBPLI INC.
BORING LOCATIONN16545, E90195; OffshoreINCLINATIONVerticalDATE START/FINISHJan. 81974/Jan. 14, 1974 CASING 1133 in.CORE SIZE1-7/8 in.TOTAL DEPTH240.0ftDRILLED BYWarren George, Inc. ; P. Schaeble, J. Harris GROUND EL IMSL)
-8.3ftf /
- J. R. Rand EL.MSLftSAMPLERATEOFADV.rnin/fCaT,BIT er RQDPR SSURE TEST STRIKE,KE . DIPF = Foliation
,1 = Joint C = Contact E = Bedding SOIL AND ROCK DESCRIPTIONS r,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 .1 N45E,66SE J N42E,58SE S N29W,30NE S N59W,41NE .7 N50E,76sE c N79W,68NE J N34E,89NW C N25E,34NW C N31W,67SW S N68E,29SW J N36W,58NE S a.1Ik611"1.,k71iiVEiiE!".:..z.!11--I.!iII1I111ii!El;I,It'IIielriteFresh and hard.Drillsvery well.Very minor surface wx effects on jointrl" and partings.No slicken-Manganesesides.Fresh and hard.Drillsvery well.Minor surface
,_,wx effects on joints and lax*.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 55 0 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 disseminated locally.-----Diorite.Fine-grained, mediurft dart gray.Fairly massive.: -.--i9 .Open coritaot dips 20 --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, medium desk gray.Contorted foliation*.
Irregular intrusive contact cts7(t
- 128.4Fresh and hard.Drillswell.Minor chlorite on
.1- ,--f-4- 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 irregular foliation. Quartz diorite.
- 1424--NN- Standard penetration resistance, blows/ft Ran - Length recovered/length cored, %
RQD - Length of aound core 4 in. and longer/length cored, %
- Split spoon sampleZ Groundwater U- Undisturbed samples s - Shelby tubeN - Denison F- Fixed pistonP - Pitcher 0- OsterbergG - GE1- Drilling breakk- Coefficient of Wa- Weathered, weatheringpermeability NOTES)No samples taken.
2)Roller bitted to 38.0 ft.
3)No (days present; therefore no water contents were determined.
4)Drill time for entire boring from 8 to 15 minutes per foot.
x - Oriented core SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY g 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. Harris GROUND EL (MSL)-8.3ftDEPTH TO WATER/DATE ft /Soil - K. Polk;Rock - J. ft. Rand EL.MELftSAMPLERATEOFADV.Mild(orRQDCvalmPRESSURE TEST STRIKE, DIP
=FFoliation J = JointC =Contact B = Bedding QSOIL 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-23 NQ-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 S N35W, 34SW C N13W, 38SW J N26E, 53NW J N72W, 51SW F N36W, 41NE S N26W, SINES NOSE, 52NW5 N78E, 680E J N S W, Z1NE S N82W, 76SW F N31E, 3411WS N 8W, 41NE F N29W, 329W S N8OW, 52NE J N59E, 768E F N41E, 43NW J N OE, SBNE F N63W, 500W J N72W, 71NE J N86W, 36SW F N89E, BONE S NOSE, 510W FN46E, 60SE J N85W, 78NE S N64E, 598E F N25W, 42SW J N32E, 57SE J MgvEv,' LIM tN22E, 31NW J N52W, 33NE J 1,,,gn: tm 5N41E, 36SE F N80E, 71NW J rigH, MEW fLlis'4.Open contact dips247.0Diabase.Dark gayi0 4,n,!.k-,-;;Fresh.Hard.Drillswell.Joints and parting are not slickensided.
Graphite-polishedMinor polishFresh and hard.DrillsGraphitewell.Joints and parting show only very minor sui Graphiteface sex effects.Minorbleaching at 169-170'.
Fresh and hard. Drills very well. Not slick-ensided.0Fresh and hard. Not slickensided.DrillsMinor slick-well.Only very mina ensidessurface wx effects on Pyritejoints and partings.
in or wxSurface powder a sa- Y aY. yv ssv.r.s irv ir viOpen contact dips 35 Diorite.Quartzose.Fine-grained, medium dark gray.
Wavy,foliated.Steep dips.
Fused,weldedbrecciaBleachDiorite.Fine-grained Bleachdart gray.Irregular wavy foliation. Slightly bleached, medium-grained at 168' and 169'. Fused contacts.
Diorite.Fine-grained, medium dark gray quartz diorite. Vaguely to widely foliated throughout.
Diorite.Mixed fine-grained dark gray quartz diorite and medium-coarse, medi gray granodiorite. Locally foliated.
Fine-grained, dark gray.
Fused contact dips about 60 225 0;. 4i,s '7' r iii s 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.'isi5s vixissyX X XXs ss.,$ Y a asx x xV V . A0 a aV X. >4 ,
X X,II.1.4.,Fresh, but bleached by hydrothermal alteration.
Not wx.Not slickenside, Fresh.Bleached.High-.Iangle veinlets.
Striated-slickensides 1 Not polished AT( 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' -:-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 285324WANIIIIIMIIIIA guava(%MaNote: Bleached7,31.41-7Diabase.Tanbleached.
rArA/0 liadiabase.At 31.41....Contact veined, , ipa kis fused fault surface..t.gx7V*36.5 t '.-s, .;.b.-,-,-=Dia ase.Dark gray. Fine.
tr.:.-'-::40 Open rusty contact dips 35 Calcite vein Fresh and hard. Minor Minor rustya a aDiorite.Fine-grained, dark Manganeserusty wx effects ongray.Vague wavy foliation.
some joint and parting 1Minor rustyxa a'iv r r 0Diorite.Fine, medium dark Minor rustyv xPyriteI ,.a',gray.V`,a I, .-Fresh and hard. MinorDiorite.Fine-grained, dark surface wx effects onI w
- I)a xgray.Fairly massive.
joints and partings.)Fused contact dips 20 Not slickensided. s* s.,66. 41 rAPTA/Frii11FA-a -s- -XDiabase.Fine, dark gray Manganese2"7.77.,":x a, xRough open contact dips 40 14 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, dark Fresh and hard.Some r x .gray.Vague wavy foliation,
- .-Pyriteminor chlorite on joints C" SC andartings.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 foliation minor 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/ft lien - Length recovered/length cored, %
RQD - Length of sound care 4 in. end longer/length cored, %
S- Split spoon sample; GrOundwater U- Undisturbed samples 8- Shelby tube24- Denison F- Fixed pistonP - Pitcher 0- Osterberg0- GEI- Drilling breakk - Coefficient of wx- Weathered, weatheringpermeability NOTES1)- Washed through soil 0-23'.Nowimples taken.
2)- No clays present; therefore no water contents were determined.
x - Oriented core.
SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY 0 Med engineers , --
Date:April 17, 1974Project 7280 PAGE1of 2 LOG OF BORING ADT 16C 11:1) .0BOTECHNIGAI. ENGINEERS Ira.
BORING LOCATION1116493, E90257; OffshoreINCLINATIONVerticalBEARINGDATE START/FINISHJan. 14, 1974/Jan. 17, 1974 CASING ID3 in.CORE SIZE1-7/8 in.TOTAL DEPTH238.5ftDRILLED BYWarren George, Inc. ; P. Schaeble, J. Harris GROUND EL (MSL) -5.5 ftDEPTH TO WATER/DATE Tidalft / LOGGED BYSoil - K. Polk; Rock -3. R. Rand EL.MSLftSAMPLERATEOFADV,min/ftCuTEIT orRQDPRESSURE TEST STRIKE, DIP
=FFoliation J = Joint C = Contact B = BeddingeSOIL AND ROCK DESCRIPTIONS 4,1ga "C(Weathering, defects, etc. )(Type, texture, mineralogy,. Mcolor, hardness, etc.)
' gaDepthftTypeandNo.y,orRec.%Graphicga-cpsiComputed4 k10-'cm/sec'"1 09Slickonald CONTINUED 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 J N59W, SINE J N69E, 33SE J N5OW, 43NE J 1166W, 6911E F 111191//,
25WE gN26E, 6614W .7 N26E, 64NW J N54W, 62N S 1158W, 4411E J ii9?k,.Z0N 4W, 18NE J N41E, 35NW J 112PP, tes1v/
N45E, 73NW J 1132E, 34SE a N16E, 39SE J 1163E, 359W J 1162W, 435W N58E, 1811W N83W, 11h1 N78E, 65SE J N17E, 41SE S N53W, 7011E J N46E, 45SE J N 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-- throughout Fresh and hard. Drills well.Joints and part-ings locally show, k_ Diabase.Fine-grained, striations, minoro dark gray.
.4 t 4Striatedslickensides.4 4,-
4- 4-- 4-a.:contact dl's 38
,166.LDiorite.Fine-grained,
.+/-Striated'X /4 .).x. Diabase,medium gray. Quartzose 4t4,,:,.."./.". fuseddiabase inclusion is irreg Fresh and hard. Drills : '
axular, fused.
very well.Joints and*,,,,,* 5..4., .odiorite at be
...5,177partings fresh.xlc X NFused contact dips 70 Open joint Calcite coated Fresh and hard.
Drills well.SomeChloritestriated chlorite on
+ # 4- 4.Diabase.Fine-grained, 4- T .1-dark gray with calcite k k 4phonono_ 4. 4- Calcite:1,sta 183' to 186'.
fi ,-,.7.' speckling 1.+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 5 FAr!..."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-fine Fresh 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 becomes 4 i--4 4.bleached, transitional contact Quartz-feldspar veinlet-no calciteL'.bleaehover .5, core--t7-a::--:BOTTOMOF BORING 14NN- Standard penetration resistance, blows/ft Rem - Length recovered/length cored, %
RQD - Length of sound core 4 in. and longer/length cored, %
- Split spoon sampleg. Groundwater U- Undisturbed samples s - Shelby tubeN - Denison F- Fixed pistonP - Pitcher 0- OsterbergG - GEID- Drilling breakk - Coefficient of wx- Weathered, weatheringpermeability NOTESx - Oriented core.
x - Oriented core.
SEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY Cal sited caginess
....NNE.
InaDate;April 17, 1974Project 7280 PAGE 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. Harris GROUND EL (MSL) -7,8ftDEPTH TO WATER/DATE Tidalft / LOGGED BYSoil - K. Polk; Rook - J. R Rand EL.MSLftSAMPLERATEOFADV.rnin/fCONTENTorRQD PRESSURE TEST STRIKE, DIP F = Foliation J = Joint C = Contact E = Bedding mSOIL AND ROCK DESCRIPTIONS w -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 slickensides 0 .r'.frChilled, fused, undulating oontact.Diorite.Fine-grained, dark gray. Quartzoee with steep, undulating foliation throughout.
Fused contact d52570ApIIF41111idi44pi_at 70.1'Fresh and bard. Drills well.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 finely calcitic throughout.
86,8,Contact dips 48
..,Fresh and hard. Drills 9'Diorite.Fine-grained very 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 foliated show high polish..0. X .r.
Xquartz diorite.
v55 joints-highX X X,polish-smooth 65 joints-smoothX X t;A r.065 joints-smoothA x rVertical joint Thin chlorite coating1, x. *.00!Chloriteon non-polished joints.
Open contact dips 40 0'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/ft Reo - Length recovered/length cored, %
RQD - Length of sound core 4 in. and longer/length tiered, %
S- Split spoon sampleR Groundwater
- Undisturbed samples S - Shelby tubeN - Denison F- Fixed pistonP - Pitcher 0- OsterbergG - GET- Drilling break` k - Coefficient of w.:. Weathered, weatheringpermeability NOTESI) - Washed through soil 0-38.Nosamplestaken.
- 2) - No clays present; therefore no water contents were determined.
x - Oriented core.
SEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY Ey milted engineers 11....171017 IrC Date: April 18, 1974Pro)eet 7286 PAGE 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. Harris GROUND EL (MSL)-7.8 ftDEPTH TO WATER/DATE Tidalft /- LOGGED BY Soil - K. Polk; Rock - J. R. Rand EL.MSLftSAMPLERATEOFV.mm/ftWATERerRQDCONTENTPRESSURE TEST STRIKE, DIP F = Foliation
.1 = Joint C = Contact B = Bedding al PSOIL AND ROCK DESCRIPTIONS C4 r.1(Weathering, defects, etc.)(Type, texture, mineralogy, 0 Fe-XI%GraphicKMpsiComputed.,k10 ' cm/sec DepthftTypeandNo.NorRec.' "1S = Slicitensid CONTINUED FROM PREVIOUS PAGE
-160-180-200- 220-240 -Fused contact dips 56 141.5a150NB17011809010011 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 S N64W, 52NE J N38W, 24SW J N89E, 32SE J ILS, HNW .1 NW JN55E, 24NW J N 6W, 23NE J II% 1390VE 'ISNOSE, 22SE J N34W, 72SW J NN4348E5., 3679SNwE FCN33E, 405E S N90E, 230JN15E, 16NW J N52E, 57NW S N87W, 49NE J N70E, 1474W J N55W, 1BNE J N24E, 75NW C N66W, SONE F N65W, 63NE S N15E, 45SE F N.,w, SSW JNI; MI 1N34E, 56NW J N56W, SINE J N62W, 58SWF N18E, 50SE dMt %Si'N56E, 20SE 3 N1BE, 57NVV J N21E, 528E F N56W, SONE J N11W, 66NE J N35E, 69NW J OF BORING 1.97.-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- 4-gray with fine calcite specks bags 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:k very 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,175 chilled contact dipstfL
....;,,,:ialteinitge2.___,Fused...,-,)4'Diorite.Medium grained.
"-,.LD en cal p1,4ct di s 25-30
- Calcite"48rAlFresh and hard. DrillsDiabase. Fine-grained near black.:"',1-well.Joints and partings,_ t.- 4.Diorite inclusion at base.
CalciteFused cantact-80-t5 dip-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 of fine-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/ft Res - Length recovered/length cored, %
RQD - Length of sound core 4 in. and longer/length oared, %
s- Split apoon aample.i, Groundwater U- Undisturbed samples S - Shelby tubeN - Denison F- Fixed pistonP - Pitcher 0- Osterberg0- GEID- Drilling breakk - Coeffloient of wx- Weathered, weatheringpermeability NOTESSEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY el uitiad ermines's .can.1.4-11711e.
Date: April 18, 1974Project 7286 PAGE22ILOG OF BORINGADT 160CI) CIECITSCHNICAL ENGINE:MAR INC.
BORING LOCATIONoffshore 1017552. E93840INCLINATIONVerticalBEARINGDATE START/FINISHJime 15, 1975/June 16, 1975 CASING ID3-6in,1-1/8In.TOTAL DEPTH195.3ftDRILLED BYWarren George Inc.; J. Johnston, P. Seheable GROUND EL-42,4 ftDEPTH TO WATER/DATE Tidalft / LOGGED BY Soil/Rock - F. X. Bellini EL.tSAMPLERATEOFADV,min/ftWATERor RQDCONTENTPRESSURE TEST STRIKE, DIP
": Foliation j =.- join,C = Contact 5 - Slickensides to n(WeathSOLrn 1ering, defts, IAND ROCK DESCRIPTIONS ecetc.)(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 shn udnyit,;&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 to 6'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=Localized broken rock.
zna.,pf,,,velii
-dolvfilu Chipswith displacement evident al SI ant59'SI am of feldspathic jt SomePyrfte=kr:R=So4T healed Rs Irregular surface11=43ChloriteModerately to severely wx Chipszone 74.5 - 75.5 ft Wx, slick-ed surfaces10=35-39 (broke)
DFresh ,,hard drills very S1 wxwell. Joint surfaces clean to slightly wx , R=44 (broke)
Irreg. (tsor,iu4lakhaarodigigbellaut tend11=40 (broke)
CleanR=46CleanFresh, hard, drills very wells, WC11=0 (broke)
Clean toR=51 (broke) slPyritewxSt antFresh, hard, drills very wellR=95 (broke)
Epidote?R=44Fresh, hard, drills very welL .Tts. clean to sl vnt.
11=44 (broke)
CleanMinor fault, healed, at 142.5 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 garnetiferous QuartzveinBleached 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 above Quartzvein Quartzite, as above.
QuartzveinMinor-leaching Quartgilorrn. Gene e, dark gra ryiaffne ..,Bleach- gr.,weak -loggneissoeity, locally well-Quartzdeveloped. Some localized7.Ye195 Minortexture. Garentlferous-..,bleaching-alnotingHealedfault0Id131.2p010.10.01p0 101g110 161.4, 50.11p016-0, 00I" -145,:0N- Standard penetration resistance, blows/ft Sec - Length recovered/length cored, %RQD - Length of sound core 4 in. and longer/length cored, %
S- Split spoon sampleZ Groundwater
- Undisturbed samplesI Schmidt Hammer Hardness S - Shelby tubeN - Denison F- Fixed pistonp - pitcher 0- OsterbergG - GEI- Drilling breakk - Coefficient of am- Weathered, weatheringpermeability NOTES1) Roller Bitted Rock 51.0-56.0 ft.
S E A BR 0 OK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY
.0 utted engineers Date:Augusta, 1975Project 7286 PAGE1of2LOG OF BORINGAIT-39(I) CEOTECHNICAL ENGISEEllti INC BORING LOCATIONOffshore 1417552. E93840INCLINATIONverticalBEARINGDATE START/FINISHJune 15, 1975/June 16, 1975 CASING ID 3-6 CORE SIZE1-7/8in.TOTAL DEPTH199.3ftDRILLED BYWarren George Inc.; J. Johnston, P. Scheable i n. GROUND EL-42.4 ftDEPTH TO WATER/DATETidalft / LOGGED By Soli/Rock - F. X. Bellini EL.ftSAMPLERATEOFADV.min/ftWATERor RQDCONT ENTPRESSURE TEST STRIKE, DIP F = Foliation J = Joint C = Contact S = Slickensides SOIL AND ROCK DESCRIPTIONS M ,1(Weathering, defects, etc. i(Type, texture, mineralogy, 0 z0color, hardness. etc. i XI'ciGraphicOMpsiComputed4k10cm/secDepthftTypeandNo.NorRec.1 11:111:1 100
-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 very well. Minor, healed faults sl wxat 150.0, 151.5, 152. 0 and D154.5 ft.
No slicks ChipsR=53Fresh, hard, jts. generally Core lost sl wx to clean, some local-iced zones of very broken roc.=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 issosity e.,-Sheared?-_Bleaching 165.0-160180'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/ft Rea - Length recovered/length cored, %
RQD - Length of :wand core 4 in, and longer/length cored, %
S- Split spoon sample.Z Groundwater U- Undisturbed samplesffSchmidt Hammer Hardness 8 - Shelby tubeN - Denison F - Fixed pistonP - Pitcher 0-- Oa terberg0 - 0mD- Drilling breakIs - Coefficient of not- Weathered, weatheringpermeability NOTESSEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY CI inited engines's . --
Date:August 6, 1975Project 7286 PAGE2of2ILOG OF BORINGAIT-39(I) GEOTECRNICAL ENGINEERS INC.