ML22131A121
| ML22131A121 | |
| Person / Time | |
|---|---|
| Site: | Seabrook  |
| Issue date: | 05/05/2022 |
| From: | NextEra Energy Seabrook |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML22131A110 | List:
|
| References | |
| SBK-L-22042 | |
| Download: ML22131A121 (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,l975 An entry in this table for each boring notes the location of its log.
LIST OF BORINGS DONE FOR SEABROOK STATION Location/ Ground Soil "Bored Total Depth Date Boring No. Purpose Coordinates Elevation (Ft) Completed Reference Remarks A-1 Old Cooling Hampton Beach Beach 49 1 49' 9 Nov '68 1 Auger Boring System Design State Park A-2 Old Cooling Hampton Beach Beach 48.5' 48.5' 9 Nov '68 1 Auger Boring System Design State Park A-3 Old Cooling Hampton Beach Beach 53' 53' 11 Nov '68 1 Auger Boring System Design State Park A-4 Old Cooling Hampton Beach Beach 56' 56' 11 Nov '68 1 Auger Boring System Design State Park A-5 Old Cooling Hampton Beach Beach 56' 56' 9 Nov '68 1 Auger Boring System Design State Park A-6 Old Cooling Hampton Beach Beach 56' 56' 14 Nov '68
- 1 Auger Boring System Design State Park A-7 Old Cooling Hampton Beach Beach 56' 56 1 14 Nov '68 1 Auger Boring System Design State Park A-8 Old Cooling Hampton Beach Beach 56' 56' 15 Nov '68 1 Auger Boring System Design State Park A-9 Old Cooling Hampton Beach Beach 56' 56' 25 Nov '68 1 Auger Boring System Design State Park A-10 Old Cooling Hampton Beach Beach 56' 56' 15 Nov '68 1 Auger Boring System Design State Park A-ll Old Cooling Hampton Beach Beach 56' 56' 15 Nov '68 1 Auger Boring System Design State Park A-12 Old Cooling Hampton Beach Beach 56' 56' 15 Nov '68 Auger Boring 1
System Design State Park A-14 Old Cooling Hampton Beach Beach 56' 56' 15 Nov '68 1 Auger Boring System Design State Park A-15 Old Cooling Hampton Beach Beach 56' 56' 15 Nov '68 1 Auger Boring System Design State Park
CONTINUED: Page 2 Location/ Ground Soil Bored Date Purpose Coordinates Reference Remarks A-16 Old Cooling Hampton Beach Beach 56' 56~ 11 Nov 1 68 1 Auger Boring System Design State Park A-17 Old Cooling Hampton Beach Beach 56' 56' 11 Nov '68 1 Auger Boring System Design State Park A-18 Old Cooling Hampton Beach Beach 56' 56' 11 Nov '68 1 Auger Boring System Design State Park Old Cooling Hampton Beach Beach 56' 56' 14 Nov '68 1 Auger Boring A-19 System Design State Park Old Cooling Hampton Beach Beach 56' 56' 14 Nov '68 1 Auger Boring A-20 System Design State.Park
- A-21 Old Cooling Hamptop. Beach Beach 56' 56' 14 Nov '68 1 Auger Boring System Design State Park AIT-1 Intake Tunnel 20546N +11.4 17.0 315.0 7 Sept '73 2 80140E AIT-2 Alternate 20211N + 5.1 8.5 300.0 19 Oct '73 2 Tunnel Align- 81372E ment Alternate 19848N - 0.2 32.5 292.0 23 Oct '73 2 AIT-3 Tunnel Align- 82720E ment Alternate 19556N + 5.2 64.0 290.0 14 Nov '73 2 AIT-4 Tunnel Align- 83798E ment Alternate 19327N - 2.2 95.0 279.0 9 Nov '73 2 AIT-5 Tunnel Align- 84663E ment 19117N + 2.8 148.5 291.0 29 Oct '73 2 AIT-6 Alternate Tunnel Align- 85438E ment
CONTINUED: Page 3 Location/ Ground Soil Bored Total Depth Date Boring No. Coordinates Elevation (Ft) (Ft) ComEleted Reference Remarks AIT-7 Alternate 18908N - 2.4 132.0 270.0 04 Sept '73 2 Tunnel Align- 86222E ment AIT-8 Alternate 18663N -15.0 83.0 268.0 14 Sept '73 2 Tunnel Align- 87143E ment AI'l;-11 Alternate 18221N + 9.0 6.0 6.0 08 Nov '73 2 Boring Abandoned Tutmel Align- 88746E ment AIT-12 Alternate 18144N +13.5 138.5 272.8 24 Oct '73 2 Tunnel Align- 89012E ment AIT-13 Alternate 17981N +10.3 125.0 275.0 03 Oct '73 2 Tunnel Align- 89610E ment AIT-15 Alternate 17730N - 8.6 71.5 238.0 01 Oct '73 2 Tunnel Align- 90526E ment AIT-16 Alternate 17537N -14.1 62.5 231.5 11 Oct '73 2 Tunnel Align- 91267E ment AIT-17 Intake Tunnel 17366N -24.1 42.5 216.3 06 Oct '73 2 91907E AIT-18 Alternate 17182N -26.2 45.0 272.0 13 Sept;! '73 2 Tunnel Align- 92577E ment AIT-20 Alternate 17158N -36.3 49.5 81.0 14 Sept '73 2 Tunnel Align- 92663E ment AIT-22 Alternate 17195N -32.1 36.5 204.5 22 Sept '73 2 Tunnel Align- 92527E ment
CONTINUED: Page 4 Location/ Ground Soil Bored Total Depth Date Boring No. Purpose Coordinates Elevation (Ft) Reference AIT-24 Alternate 17105N -35.6 65.0 65.0 17 Oct '73 2 Tunnel Align- 91945E ment AIT-24A Alternate 17084N -35.6 99.0 198.8 22 Oct '73 2 Tunnel Align- 92927E ment AIT-25 Alternate 16996N -37.1 24.0 199.3 25 Oct '73 2 Tunnel Align- 93261E ment AIT-26 Intake Tunnel 17146N +10.6 67.0 347.8 15 Apr '74 2 Boring Inclined 40° 89283E AIT-27 Alternate 17223N - 7.7 80.0 245.3 01 Mar '74 2 Tunnel Align- 90217E ment AIT-28 Alternate 17254N -12.8 .80.5 233.0 16 Feb '74 2 Tunnel Align- 90887E ment AIT-29 Alternate 17318N -18.2 20.0 230.0 19 Feb '74 2 Tunnel Align- 91383E ment AIT~30 Alternate 17394N -29.9 46.0 57/9 22 Feb '74 2 Boring Inclined 38° Tunnel Align- 92288E ment AIT-30A Alternate 17394N -29.5 46.5 221.3 26 Feb '74 2 Tunnel Align- 92288E ment Alternate 17054N +10.7 69,0 346.0 29 Apr '74 2 AIT-31 Tunnel Align- 89238E ment
CONTINUED: Page 5 Location/ Ground Soil Bored Total Depth Date Boring No. Purpose Coordinates Elevation (Ft) Completed Reference AIT-32 Alternate 16918N -12.4 59.0 240.0 15 Mar '74 2 Tunnel Align- 90562E ment AIT-33 Alternate 16840N Tunnel Align- 91054E -14.4 80.0 162.0 05 Mar '74 2 ment AIT-33A Alternate 16839N -14.4 80.0 241.0 12 Mar '74 2 Tunnel Align- 91054E ment AIT-34 Alternate 16780N -19.6 59.0 230.0 05 Mar '74 2 Tunnel Align- 91515E ment AIT-35 Alternate 16770N -33.5 30.0 45.5 28 Mar '74 2 Tunnel Align- 92578E ment AIT-36 Alternate 16912N -39.1 55.4 69.5 27 Mar '74 2 Tunnel Align- 93045E ment AIT-37 Alternate 16766N -34.3 11.5 30.5 26 Mar '74 2 Tunnel Align- 93042E ment AIT-38 Intake Tunnel 17491N -41.2 43.0 212.0 24 June '75 3 Extension 93300E AIT-39 Intake Tunnel 17552N Extension 93840E -42.1 51.0 195.0 16 June '75 FSAR Appendix 2D
- \1T-39A Intake Tunnel 17566N Extension 93938E -39.3 57.0 220.0 29 July '75 3 AIT-40 Intake Tunnel 17575N Extension 94040E -40.5 78.0 234.0 14 June '75 3 AIT-41 Intake Tunnel 17597N -37.3 75.0 202.0 19 June '75 3 Extension 94240E
CONTINUED: Page 6 Location/ Ground Soil Bored Total Depth Date Boring No. Purpose Coordinates (Ft) Completed Reference Remarks AIT-41A Intake Tunnel 17500N -38.9 62.0 219.0 19 July '75 3 Extension 94234E AIT-42 Intake Tunnel 17909N -40.8 52.0 214.0 26 June '75 3 Extension 97006E AIT-43 Intake Tunnel 17762N -48.9 51.0 218.0 16 July '75 3 Extension 95707E AIT-44 Intake Tunnel 17816N -51.3 49.0 219.0 12 Aug 1 75 3 Extension 96156E AIT-45 Intake Tunnel 17901N -62.8 36.0 191.0 09 July '75 3 Extension 96900E AIT-45A Intake Tunnel 17893N -58.3 38.0 186.0 23 July 1 75 3 Extension 96810E AIT-45B Intake Tunnel 17880N -54.5 37.0 193.0 24 July '75 3 Extension 96696E AIT-45C Intake Tunnel 17865N -58.3 38.0 194.0 08 Aug '75 3 Extension 96601E Alternate 17179N -31.8 46.0 210.0 25 Jan '74 2 AAIT-19 Tunnel Align- 92412E ment AAIT-20 Intake Tunnel 17446N -38.7 44.0 210.8 12 Feb '74 2 92908E AAIT-23 Intake Tunnel 17405N -33.8 46.5 210.0 23 Jan '74 2 92707E AAIT-24 Alternate 16663N -27.6 23.0 53.5 01 Feb '74 2 Tunnel Align- 92221E ment
CONTINUED: Page 7 Location/ Ground Soil Bored Total Depth Date Coordinates Elevation (Ft) ComE1eted Reference Remarks Boring No. Purpose AAIT-26 Alternate 16834N -38.8 50.0 210.7 14 Feb '74 2 Tunnel Align- 92976E ment ADT-1 Discharge 20436N +12.1 9.5 300.0 07 Sept '73 2 Tunnel 80175E ADT-2 Dis~harge 20166N +07.2 15.0 300.0 05 Oct '73 2 Tunnel and 80848E Intake Tunnel ADT-3 Intake Tunnel 19853N +05.4 31.5 300.0 27 Nov '73 2 81686E ADT-4 Intake Tunnel 19539N - o. 7 43.5 271.0 09 Oct '73 2 82461E ADT-5 Intake Tunnel 19279N + 4.2 54.0 271.0 15 Oct '73 2 83172E ADT-SA Intake Tunnel 19129N + 5.2 90.5 292.5 19 Dec .'73 2 83560E ADT-6 Alternate 19052N - 0.8 100.0 342.0 30 Aug '73 2 Tunnel Align- 84242E ment ADT-7 Intake Tunnel 19002N - 4.1 108.0 297.0 11 Oct '73 2 83901E ADT-7A Intake Tunnel 18853N - 3.7 99.0 287.0 14 Jan '74 2 84280E ADT-8 Intake Tunnel 18717N + 1.1 101.0 256.0 24 Sept '73 2 84599E ADT-9 Alternate 18313N - 1. 5 110.0 323.0 20 Aug '73 2 Tunnel Align- 86427E ment ADT-10 Intake Tunnel 18410N - 0.3 105.0 280.0 28 Nov '73 2 85422E
CONTINUED: Page 8 Location/ Ground Soil Bored Total Depth Date Boring No. Purpose Coordinates (Ft) Completed Reference Remarks ADT-lOA Intake Tunnel 18269N + 0.1 121.5 275.0 04 Feb '74 2 85784E
.ADT-11 Intake Tunnel 18128N - 0.5 93.0 298.7 02 Oct '73 2 86125E ADT-llA Intake Tunnel 17951N - 1. 8 64.3 270.0 16 Jan '74 2 86601E
.ADT-12 Intake Tunnel 17781N -10.3 103.5 240.3 18 Sept '73 2 87059E ADT-12A Intake Tunnel 17662N -13.5 41.0 260.0 26 Dec '73 2 87344E ADT-13 Intake Tunnel 17458N - 8.5 18.8 228.0 29 Sept '73 2 87~97E ADT-14 Discharge 17161N +13.2 25.5 288.0 29 Nov '73 2 Boring Inclined 17° Tunnel and 88821E Intake Tunnel ADT-15 Discharge 16941N + 7.7 47.0 240.0 04 Nov '73 2 Tunnel 89285E ADT-16 Discharge 16553N - 9.1 38.0 243.6 14 Nov '73 FSAR Appendix 2D Tunnel 90235E ADT-16A Discharge Tunnel 16571N - 4.0 33.5 240.3 07 Jan '74 FSAR Appendix 2D and Fault 90280E investigation ADT-16B Discharge Tunnel 16545N - .8.3 36.3 240.0 14 Jan '74 FSAR Appendix 2D and Fault 90185E investigation ADT-16C Discharge Tunnel 16493N - 5.5 23.0 238.5 17 Jan '74 FSAR Appendix 2D and Fault 90257E investigation ADT-16D Discharge Tunnel 16660N - 7.8 38.0 241,4 14 Nov '74 FSAR Appendix 2D and Fault 90219E investigation
CONTINUED: Page 9 Location/ Ground Soil Bored Total Depth Date Boring No. Purpose Coordinates Elevation (Ft) (Ft) ComEleted Reference Remarks ADT-17 Discharge 16213N -14.8 102.3 260.8 06 _oct '73 2 Tunnel 91109E ADT-17A Discharge 16110N -17.7 88.0 225.0 12 Dec '73 2 Tunnel 91380E ADT-18 Discharge 15967N -24.0 45.5 225.0 10 Nov '73 2 Tunnel 91745E ADT-19 Discharge 15718N
'runnel 92402E -23.5 6.5 197.2 05 Nov '73 2 ADT-20 Discharge 15462N -40.6 10.0 175.1 07 Nov '73 2 Tunnel 93063E Discharge 15208N -51.6 43.0 190.3 04 Dec '73 2 ADT-21 Tunnel 93723E ADT-22 Discharge 19904N -55.4 54.0 179.9 28 Nov '73 2 Tunnel 94492E ADT-23 Discharge 14879N -58.6 41.0 72.5 01 Dec '73 2 Tunnel 94561E ADT-25 Discharge 14931N -54.5 59.0 92.0 30 Nov '73 2 Tunnel 94418E ADT-27 Discharge 14637N -59.0 10.0 170.0 12 Apr '74 2 Tunnel 94752E ADT-28 Discharge* 14S26N -65.4 12.0 165.0 11 Apr '74 2 Tunnel 94809E Discharge 14374N -47.0 0.0 180.7 11 Apr '74 2 ADT-29 Tunnel 94915E 14144N -63.8 23.0 164.3 05 Apr '74 2 ADT-30 Discharge Tunnel 95021E ADT;.31 13891N -53.6 0.5 91.2 21 Mar '74 2 Discharge Tunnel 95151E ADT-31A Discharge 13926N -57.3 o.o 167.8 25 Mar '74 2 Tunnel 95150E
CONTINUED: Page 10 Location/ Ground Soil Bored Date Boring No. Purpose Coordinates Elevation ADT-32 Discharge 14862N -58.8 27.0 169.8 07 Dec '73 2 Tunnel 94622E ADT-33 Discharge* 20175N + 9.4 16.6 368.5 19 Mar '74 2 Boring Inclined 33° Tunnel and 80459E Intake Tunnel ADT-34 Discharge 1997?N + 5.3 19.0 368.0 20 Mar '74 2 Boring Inclined 34° Tunnel 81201E ADT-35 Discharge 19608N - 3.0 40.5 40.5 26 Feb '74 2 Tunnel 81992E ADT-35A Discharge 19631N - 2.3 37.5 300.0 07 Mar '74 2 Tunnel 81974E ADT-36 Discharge 19364N - 3.1 4.0 289.7 20 Mar '74 2 Tunnel 82706E ADT-37 Discharge 18947N + 5.3 84.0 354.0 22 Apr '74 2 Boring Inclined 33° Tunnel and 83394E Intake Tunnel ADT-37A Discharge 18969N + 5.1 15 Mar '74 2 Boring Abandoned Tunnel 83729E ADT-37B Discharge 18963N + 4.8 118.0 350.0 12 Apr '74 2 Boring Inclined 31° Tunnel 83740E ADT-38 Discharge 18962N - 1.0 78.0 198.0 23 Apr '74 2 Tunnel 84445E AD'l!-39 Discharge 18470N - 1.5 102.0 280.5 19 Feb* '74 2 Tunnel 85030E ADT-40 Discharge 17384N +12.4 52.0 360.0 26 Apr '74 2 Boring Inclined 37° Tunnel and 88389E Intake Tunnel ADT-41 Discharge 17974N - 1.3 60.0 275.0 21 Feb '74 2 Tunnel 86307E ADT-42 Discharge 17616N -13.5 40.0 260.0 29 Jan '74 2 Tunnel 87273E
CONTINUED: Page 11 Location/ Ground Soil Bored Total Depth Date Boring No. Purpose Coordinates Completed Remarks ADT-43 Discharge 18275N + 0.3 106.0 276.0 08 Mar '74 2 Tunnel 85525E B-1 W of Turbine 20440N +19.2 22.5 99.3 15 Oct '68 1 Bldg. II 78830E B-2 SW Trench, s of 20180N +14.1 3.9 155.0 29 Oct '68 1 Containment I 79650E B-3 "- 200' N of 21020N + 5.5 32.5 100.0 06 Nov '68 1 Turbine Bldg. I 79350E B-4 *N of Site 22100N + 4.4 40.0 140.0 27 Nov '68 1 78900E B-5 S of Cooling 19900N +12.7 13.0 33.0 02 Dec '68 1 Tower - Marsh 79300E B-6 S of Site in l9800N + 4.4 32.5 54.9 14 Dec '68 1 Marsh (?) 79600E B-7 W side Waste 20200N +12.2 14.0 34.5 18 Dec '68 1 Process Bldg. 79400E B-8 N of EFP Bldg. I 20520N +30.9 04.2 25.3 21 Dec '68 1 79620E E of Turbine 20700N +20.9 04.0 28.0 31 Dec '68 1 B-9 Bldg. I 79670E B-10 Approximately 20980N + 6.7 31.0 51.3 08 Jan '69 1 100' NE of 79760E Turbine Bldg. I B-11 Approximately 250' 21010N + 5.4 35.8 59.6 18 Jan '69 1 E of Turbine 80120E Bldg. I 1
B-12 N of Pumphouse 20750N +12.8 --------- No Log 79960E
+15.4 11.0 31.0 20 Mar '69 1 B-13 N of EFP 20380N Bldg. II 79180E
CONTINUED: Page 12 Location/ Ground Soil Bored Total Depth Date Boring No. Purpose Coordinates (Ft) Completed Reference Remarks B-14 SE Corner 20500N +18.1 8.0 28.0 19 Mar '69 1 Admin. Bldg. 79330E B-15 Heater Bay I 20740N +18.0 11.0 31.0 13 Mar '69 1 79480E B-16 Fire Protection 20780N +17.6 52.5 72.2 20 Feb '69 1 Water Tanks 78440E B-17 N end of Site 21400N +16.2 60.0 160.0 12 Mar '69 1 78900E B-18 "' 325' W of 20460N +20.7 22.5 42.5 14 Feb '69 1 Turbine Bldg. II 78330E B-19 N end of Site 21350N +15.9 47.0 67.0 26 Mar '69 1 78900E B-20 N end of Site 21325N + 6.4 34.0 100.0 28 Mar '69 1 78900E B-21 N end of Site 21800N + 9.4 50.0 150.0 31 Jan '69 1 78900E B-22 NW of Turbine 20630N +11.4 2.5 68.5 08 Apr '69 1 Bldg. II 78900E B-23 N end of Site 21600N +10.2 76.0 176.0 18 Feb '69 1 78900E B-24 N end of Site 2.1200N +12.4 21.0 121.0 24 Feb '69 1 78920E B-25 SW Trench S of 20200N +18.5 0.0 20.0 24 Jan '69 1 Containment I 79770E B-26 Just*sw of sw 20320N +24.1 3.0 23.0 23 Jan '69 1 Pump house 79920E B-27 Shaft Transition 20570N +15.6 6.0 26.0 20 Jan '69 1 Area 80070E
CONTAINMENT: Page 13 Location/ Ground Soil Bored Total Depth Date Boring No. Purpose B-28 Center Turbine 20580N +19.0 4.0 23.8 11 Feb '69 1 Bldg. I I 79070E B-29 Approximately 20830N + 5.8 42.6 62.5 24 Jan '69 1 250' E of 80240E Turbine Bldg~ I B-30 W side Control 20270N +18.5 7.0 27.0 10 Mar '69 1 Bldg. II 78970E B-.31 Containment I 20440N +29.9 3.0 23.0 13 Mar '69 1 NE quadrant 79720E B-32 NW of Turbine 20680N +19.0 9.3 29.8 24 Feb '69 1 Bldg. II 78750E B-33 Approximately 20920N +10.0 18.0 37.8 29 Jan '69 1 50' N of 79470E Rubine Bldg. I B-34 Approximately 21010N +06.3 49.6 69.8 05 Feb '69 1 200' N of 79210E Admin. Bldg.
B-35 Approximately 20650N +21.5 2.5 41.5 12 Mar '69 1 Center Turbine 79540E Bldg. I B-36 SE *Corner of 20540N +27.4 2.0 67.5 02 Apr '69 1 Turbine Bldg. I 79575E B-37 Containment I 20420N +24.4 6.0 46.5 19 Mar '69 1 NW quadrant 79625E B-38 NE of Containment 20550N +32.6 2.3 150.0 13 Mar '69 1 I CW Trench 79750E B-39 E of Containment I 20455N +31.9 1.5 70.5 28 Mar '69 1 797BOE B-40 E of Turbine 20680N +26.2 2.5 66.5 24 Mar 1 69 1 Bldg. I 79700E
CONTINUED: Page 14 Location/ Ground Soil Bored Total Depth Date PurEose Coordinates Elevation (Ft) (Ft) ComJ2leted Reference Borina No.
20580N +27.6 6.8 67.6 . 18 Mar '69 1 B-41 NE of Containment I cw Trench 79825E
+14.3 44.0 164.0 20 Mar '69 1 B-42 N end of Site 21300N 78900E N end of Site 21300N. +26.2 39.0 59.0 17 Mar '69 1 B-43 78550E B-44 N end of Site 21450N 78380E +23.2 77 .o 100.0 01 Mar '69 1 21500N +21.1 94.5 114.5 08 Apr '69 1 B-45 N end of Site 78500E B-46 N end of Site 21630N +13.3 77.0 99.3 23 Apr '69 1 78~00E 20840N +12.2 8.5 28.5 24 July '69 1 B-47 N end of Site 79740E B-48 NE quadrant 20800N +13.2 5.5 26.0 25 July '69 1 Turbine Bldg. I 79600E C-1 Old Cooling 21060N + 4.9 22.0 22.0 27 Jan '"69 1 System Design 80350E 50.0 50.0 30 Jan '69 1 C-2 Old Cooling 210SON + 4.2 System Design 808SOE
+ 4.7 50.0 50.0 28 Jan '69 1 C-3 Old Cooling 2l830N System Design 81000E
+ 4.0 50.0 50.0 31 Jan '69 1 C-4 Old Cooling 21020N System Design 81350E Old Cooling 22570N + 4.5 33.0 33.0 28 Jan '69 1 C-5 System Design 81620E 50.0 50.0 03 Feb '69 1 C-6 Old Cooling 20990N + 4.8 System Design 81850E
CONTINUED: Page 15 Location/ Ground Soil Bored Total Depth Date Boring No. Coordinates Elevation (Ft) ComEleted Reference C-7 Old Cooling 22300N + 4.9 so.o 50.0 14 Feb '69 1 System Design 82557E C-8 Old Cooling 20990N + 4.8 50.0 50.0 04 Feb '69 1 System Design 82330E C-9 Old Cooling 21900N + 4.5 50.0 50.0 13Feb '67 1 System Design 83450E C-:J..O Old Cooling 20850N + 4.3 50.0 50.0 05 Feb '69 1 System Design 82835E C-11 Old Cooling 21200N + 4.5 50.0 50.0 13 Feb '69 1 System Design 84150E C-12 Old Cooling 20675N + 4.0 50.0 50.0 15 Feb '69 1 System Design 83230E C-13 Old Cooling 20500N + 4.5 50.0 50.0 12 Feb '69 1 System Design 84870E C-14 Old Cooling 20450N + 4.0 50.0 50.0 12 Feb '69 1 System Design 83275E C-15 Old Cooling 19800N + 0.4 50.0 50.0 18 Feb '69 1 System Design 85580E C-16 Old Cooling
System Design
19930N 85860E
+ 2.1 --------- 1 No Log C-17 Old Cooling 19540N + 2.6 50.0 50.0 20 Feb '69 1 System Design 86050E C-18 Old Cooling 19200N 50.0 50.0 19 Mar '69 1 System Design 86450E C-19 Old Cooling 18890N 50.0 50.0 19 Mar '69 1 System Design 86840E C-20 Old Cooling 18590N 0.0 50.0 50.0 20 Mar '69 1 System Design 87230E
CONTINUED: Page 16 Location/ Ground Soil Bored Total Depth Date Boring No. Purpose Coordinates Elevation (Ft) (Ft) ComEleted Reference Remarks C-21 Old Cooling 18250N 50.0 50.0 17 Mar '69 1 System Design 87600E c-22 Old Cooling l8000N +16.2 50.0 50.0 13 Feb '69 1 System Design 88040E Old Cooling +14.0 50.0 50.0 17 Feb '69 1 C-23 17800N System Design 8S500E C-24 Old Cooling 17600N +14.0 50.0 50.0 18 Feb '69 1 System Design 88950E C-25 Old Cooling 17410N +10.0 50.0 50.0 03 Apr '69 1 System Design 89400E C-26 Old Cooling 177SON o.o 50.0 50.0 20 Mar '69 1 System Design 87760E C-27 Old Cooling 20178N + 4.0 50.0 50.0 OS Feb '69 1 System Design 84170E C-28 Old Cooling 20020N + 3.9 50.0 50.0 06 Feb '69 1 System Design 84560E C-29 Old Cooling 1974SN + 4.0 50.0 50.0 07 Feb '69 1 System Design 85000E C-30 Old Cooling 19520N + 2.9 50.0 50.0 17 Feb '69 1 System Design 85520E C-31 Old Cooling l9290N + 2.3 50.0 50.0 21 Feb '69 1 System Design 85950E C-32 Old Cooling 20970N + 5.1 30.5 43.0 06 Mar '69 1 System Design 80470E C-33 Old Cooling 20850N + 3.6 30.5 30.5 24 Mar '69 1 System Design 80780Jl:
C-34 Old Cooling 20750N 44.0 44.0 24 Mar '69 1 System' Design 81000E
CONTINUED: Page 17 Location/ Ground Soil Bored Total Depth Date Coordinates Elevation (Ft) (Ft) Com.eleted Reference Remarks Borin& No. Puq:~ose C-35 Old Cooling 20640N + 4.3 38.0 38.0 11 Mar '69 1 System Design 81305E C-36 Old Cooling 20800N + 4.5 10.0 15.0 09 Mar '69 1 System Design 80500E C-37 Old Cooling 20710N + 4.3 2.0 07.0 10 Mar '69 1 System Design 80740E C-38 Dld Cooling 20540N + 5.2 16.5 18.5 10 Mar '69 1 System Design 80930E C-39 Old Cooling 20530N + 4.0 30.0 30.0 11 Mar '69 1 System Design 81200E C-40 Old Cooling 20480N + 4.8 44.4 44.4 03 Apr '69 1 System Design 81700E C-41 Old Cooling 20350N + 4. 7 35.0 35.0 03 Apr '69 1 System Design 81650E C-42 Old Cooling 20290N + 4.6 30.0 30.0 04 Apr. '69 1 System Design 81160E C-43 Old Cooling 20110N + 4.5 30.0 30.0 04 Apr '69 1 System Design 82620E C-44 Old Cooling 20050N + 3.8 32.0 32.0 28 Mar '69 1 System Design 83000E C-45 Old Cooling 19920N + 2.7 34.0 34.0 28 Mar '69 1 System Design 83095E c-46 Old Cooling 19830N + 4.0 33.3 33.3 31 Mar '69 1 System Design 83320E C-47 Old Cooling 19740N + 4.0 43.0 43.0 31 Mar '69 1 System Design 83550E C-48 Old Cooling 19650N + 4.1 50.0 50.0 01 Apr '69 1 System Design 83800E
CONTINUED: Page 18 Location/ Ground Soil Bored Total Depth Date Coordinates (Ft) (Ft) Completed Reference Remarks Boring No.
19550N + 4.0 50.0 50.0 02 Apr '69 1 C-49 Old Cooling System Design 84020E Old Cooling 20290N + 3.9 31.0 31.0 02 Apr '69 1 C-50 System Design 82885E Old Cooling 20050N + 3.7 15.0 20.0 Apr '69 1 C-51 System Design 83150E Old Cooling 19960N + 4.0 21.0 21.0 26 Mar '69 1 C-52 System Design B3380E Old Cooling 19860N + 4.0 36.6 36.6 26 Mar '69 1 C-53 System Design 83600E Old Cooling 19780N + 4.0 50.0 50.0 01 Apr '69 1 C-54 System Design 83820E Old Cooling 19780N + 3.8 40.0 40.0 27 Mar '69 1 C-55 System Design 83050E Old Cooling 19690N + 4.1 38.0 38.0 27 Mar '69 1 C-56 System Design 83260E C-57 Old Cooling 19350N + o.s 50.0 50.0 27 Mar '69 1 System Design 84485E Old Cooling 19180N + 0.1 50.0 50.0 27 Mar '69 1 C-58 System Design 84950E Old Cooling 19000N + 0.5 50.0 50.0 26 Mar '69 1 C-59 System Design 85420E
+ 3.8 50.0 50.0 25 Mar '69 1 C-60 Old Cooling 18820N System Design 85860E Old Cooling 18510N 50.0 50.0 25 Mar '69 1 C-61 System Design 86290E 50.0 50.0 24 Mar '69 1 C-62 Old Cooling l8350N 0.0 System Design 86800E
CONTINUED: Page 19 Location/ Ground Soil Bored Total Depth Date Boring No. Purpose Coordinates Elevation (Ft) (Ft) ComEleted Reference Remarks C-63 Old Cooling 18200N 0.0 50.0 50.0 24 Mar '69 1 System Design 87280E C-64 Old Cooling 17900N +17.8 50.0 50.0 31 Mar '69 1 System Design 88270E C-65 Old Cooling 17700N +13.7 50.0 50.0 01 Apr '69 1 System Design 88730E C-6(1 Old Cooling 17500N +13.3 38.0 38.8 01 Apr '69 1 System Design 89180E C-67 Old Cooling 19845N + 4.5 31.0 31.0 11 Apr '69 1 System Design 82000E C-68 Old Cooling l9650N + 3.9 39.6 32.6 11 Apr '69 1 System Design 82440E C-69 Old Cooling 19345N + 4.1 39.9 39.9 09 Apr '69 1 System Design 83130E C-70 Old Cooling 19125N + 4.0 50.0 50.0 09 Apr '69 1 System Design 83595E C-71 Old Cooling 19780N + 4. 7 40.5 40.5 22 July '69 1 System Desi.gn 81370E C-72 Old Cooling 19550N + 3.6 52.0 52.0 18 July '69 1 System Design 81890E C-73 Old CooHng 19480N + 4.8 52.0 52.0 21 July '69 1 System Design 82310E C-74 Old Cooling 19140N - 4.4 42.8 42.8 16 July '69 1 System Design 82640E C-75 Old Cooling 18620N - 3.0 52.0 52.0 15 July '69 1 System Design
- 82810E Old Cooling 18460N - 1. 0 52.0 52.0 15 July '69 1 C-76 System Design 83240E
CONTINUED: Page 20 Location/ Ground Soil Bored Total Depth Date Boring No. Puq~ose Coordinates Elevation (Ft) (Ft) Completed Remarks C-77 Old Cooling 18690N - 1.0 52.5 52.5 14 July 1 69 1 System Design 83650E C-78 Old Cooling 18910N 1.0 52.0 52.0 11 July '69 1 System Design 84050E Dl-1 SW Trench, between 79373E + 9.8 16.5 124.0 04 Dec '72 FSAR Appendices.
Units I & II 20093N 2D and 2J Dl-3 SW of Containment 79310.E +14.0 11.0 65.50 04 Dec '72 " "
II 20218.N Dl-4 (E of) Fuel 79278:E +11.4 15.5 170.00 27 Nov '7?. "
Storage Bldg. I I 20122N Dl-5 SW Trench N of 79250:E '+16.6 15.3 65.4 24 Nov '72 II Cooling Tower 20027N Dl-6 S of Primary 79156E +19.2 11.5 33,0 27 Nov '72 II Auxiliary Bldg. 20054N II Dl-7 Fuel Storage Bldg. 79110E +14.3 14.5 118.7 11 Nov '72 II, center 20192N Dl-8 Center of Contain- 79213E +15.9 9.0 29.5 05 Dec '72 ment II 20245N
. Dl-9 Primary Auxiliary 79060E +20.8 1.5 24.5 28 Nov '72 " II Bldg. II 20083N Dl-10 Primary Auxiliary 79088E +19.2 8.0 112.00 06 Dec '72 ..
Bldg. II 20189N Dl-11 WSFPC II, N end 79116E +13.8 11.5 65.U 07 Dec '72 " II 20276N Dl-12 Tank Farm II 78963E +23.9 6.5 29.5 29 Nov '72 II II 20111N D2-1 DG Bldg. II 78896E +21.2 6.0 31;-0 06 Dec '72 " II 20234N D2-3 N of DG Bldg rr 78829E
+19.4 25.2 60,0 26 Nov '72 2036QN
~.
i )
CONTINUED: Page 21 Location/ Ground Soil Bored Date Boring No. Purpose Completed Reference Remarks DZ-4 Just W of Unit II 78800E +16.7 19.U 171.0 24 Nov '72 FSAR Appendices 20264N 2D and 2J D2-5 Just W of Unit I I 78775E +16.5 6.5 65.U 01 Dec '72 " "
20167N D2-7 Just W of Unit II 78730E +16. 7 24.5 125.0 28 Dec '72 " "
20283N El-l Containm~nt I, 79677E +28.9 0.0 l5U.l 26 Dec '72 Center 20398N El-2 Control Bldg. I, 79500E +21.4 6.5 27.2 12 Dec '72 " n Center 20450 N El-3 W side DG Bldg. 1 7935UE +15.2 16.5 42.0 13 Dec '72 " "
20400.N El-4 Fuel Storage Bldg. 7969s*E +20.2 1.5 105.0 19 Dec '72 "
I, Center 20297N El-5 Center of Primary 79551 E +16.0 6.5 108.0 19 Dec '72 "
Auxiliary Bldg. 20296 N El-6 N end of Waste 79400 E +14.3 1.5 24.0 19 Dec '72 Process Bldg. zo3oo:N E2-1 Containment II, 79201 E +15.9 6.5 159.2 13 Dec '72 " n Center 20247 N E2-2 NE of Containment 79272 E +13. 7 11.5 32.5 14 Dec '72 "
II 20355 N E2-3 W side of Turbine 79002 E +19 35.0 52.0 04 De.c '73 1 Bldg. I I 20409:N E2-4 E side of Turbine 79170:E +18 5.0 26.0 05 Dec '73 1 Bldg. II 20508 N E2-5 NE quad Contain- 79212 E +18 8.0 97.8 29 Ap!! '74 1 ment II 20277 N E2-6 SW corner of PAB I 79551 E +12 16.9 42.5 U6 May '74 1 20203 N E2-7 N end of PAB I 79552E +17 13.5 115.2 13 May '74 1 20374 N
CONTINUED: Page 22 Location/ Ground Soil Bored Total Depth Date Boring No. Purpose Coordinates Elevation (Ft) (Ft) Completed Remarks E2-8 SE corner of 79370:& +10 7.0 70.0 08 May '74 1 Cooling Tower 19997N E2-9 S of Unit I 79568E +9 15.0 70.0 01 May '74 1 20115.N E2-10 S of Unit I 79580E. +8 7.0 70.0 03 May '74 1 20060N E2-11 Containment I 20435& +25.0 17.7 168.0 27 June '74 FSAR Appendix 2F Boring Incbined Perimeter 79611N About 40 E2-12 Containment I 20334.E +21.5 1.0 165.5 18 June '74 It Boring Inc~ined Perimeter 79642N About 40 E2-13 Containment I 20365E +30.5 0.0 169.0 03 July '74 II Boring Im:.~ined Perimeter 79745N About 40 E2-14 Containment I 20467E +29.9 3.0 166.0 19 June '74 II Boring In~~ined Perimeter 79713N About 40 E2-15 Containment I I 20321E +13.9 11.5 165.0 05 June '74 n II Boring Inc!ined Perimeter 79179N About 40 E2-16 Containment I I 20227N +16.8 9.5 165.2 29 May '74 FSAR Appendix 2F. Boring Inclined Perimeter 79130E About 40° E2-17 Containment I I 20117N +13.3 19.0 165.0 05 June '74 FSAR Appendix 2F Boring Inclined Perimeter 79224E About 40° E2-18 Containment II 20270N +14.9 14.0 168.0 28 May '74 Boring Inclined FSAR Appendix 2F Perimeter 79272E About 40° E2-27 N side of 79158E +19 2.5 79.8 15 May '74 1 Cooling Tower 19990N E2-28 S side of 79180E +18 1.0 101.8 16 May '74 1 Cooling Tower 19930N
CONTINUED: Page 22 Location/ Ground Soil Bored Total Depth Date Boring No, Coordinates Elevation (Ft) Completed Referenced Remarks F-1 Alternate 17600N - 3.0 9.5 9.0 17 Apr '73 2 Tunnel Align- 86700E ment F-lA Alternate 17600N - 3.0 15.0 143.8 25 Apr '73 2 Tunnel Align- 86694E ment F-2 Alternate 19189N - 1.4 13.8 264.4 15May '73 2 Tunnel Align- 86875E ment F-3 Alternate 19374N + 9.4 87.5 298.8 07 June' '73 2' Tunnel Align- 88446E ment F-4 Alternate 18311N +16.8 135.3 329.6 02 July '73 FSAR Appendix 2D Tunnel Align- 88393E ment F-5 Alternate 18332N +15.7 121.3 319.5 31 July 1 73 2 Tunnel Align- 88430E ment F-6 Alternate 18450N - 1. 5 124.2 339.0 09 Aug '73 2 Tunnel Align- 87945E ment G-1 Fuel Oil Storage 29690N +17.3 16.5 16.5 30 Sept '74 FSAR Appendix 2!
Tank 78370E G-2 Settling .Basin 21380N +15.9 14.5 14.5 01 Oct '74 FSAR Appendix 21 Inlet 78900E
CONINTUED: Page 24 Location/ Ground Soil Bored Total Depth Date (Ft) Completed Reference Remarks Purpose Coordinates Elevation G-3 Settling Basin 21717N + 9.4 34.8 34.8 01 Oct '74 FSAR Appendix 2I Outlet 78949E G-4 Settling Basin 21571N + 9-.6 22.5 2.2.5 03 Oct '74 " "
78992E G-5 Site Retaining 20969N + 7.8 9.7 09.7 03 Oct '74 "
Wall 79525E G-6 Site. Retaining 20949N + 8.2 19.5 19.5 03 Oct '74 " " "
Wall 79349E G-7 Site Retaining 20932N + 8.6 23.2 23.2 03 Oct '74 .. " "
Wall 79175E G-8 Site Retaining 210P6N + 7.3 19.0 19.0 07 Oct '74 " " n Wall 79107E G-9 Concrete Seawall 20123N + 9.5 10.5 25.5 09 Oct '74 11 79720E G-10 Concrete Seawall 20083N + 7.9 .6.5 22.0 08 Oct '74 " "
78587E G-11 Concrete Seawall 20042N + 6.8 15.9 31.0 10 Oct '74 If 79455E G-12 Revetment Seawall 19898N + 7.2 11.0 11.0 10 Oct '74 " "
78500E Gl Falling Head 21882N +16.4 ---------- FSAR Appendix 21 No Log Permeability 78291E Falling Head 21412N +25.4 74.0 84.0 27 Jan '69 " " "
G2 Permeability 77959E G3 Falling Head 20436N +35.4 11.0 21.0 19 Feb '69 " II Permeability 77489E Falling Head 19989N +30.1 5.0 15.0 20 Feb '69 .. " "
G4 Permeability 77116E 19200N +40.4 65.0 78.0 04 Mar '69 " " II G5 Falling Head Permeability 76420E
CONTINUED: *Page 25 Location/ Ground Soil Bored Total Depth Date Boring No. Puq~ose Elevation (Ft) ComEleted Reference OClA Containment I 20413N +28.0 0.2 46.6 03 July '73 FSAR Appendix 2H Overcore Hole 79671E Pl Old Cooling Offshore - 2.0 42.0 42.0 28 May '69 1
System Design
P2 Old Cooling Offshore - 9.0 37.5 36.5 11 June '69 1 System D~sign P3 Old Cooling Offshore -12.0 74.5 74.5 14 June '69 1
System Design
P4 Old Cooling Offshore -15.0 14.1 14.1 04 June '69 1
System Design
P5 Old Cooling Offshore -23.0 24.8 24.8 10 June '69 1
System Design
P6 Old Cooling Offshore -31.5 48.0 48.0 10 June '69 1
System Design
P7 Old Cooling Offshore -38.5 25.0 25.0 15 June '69 1
System Design
PB Old Cooliilg Offshore -44.0 46.0 46.0 10 June '69 1
System Design
P9 Old Cooling Offshore -40.0 17.0 17.0 11 June '69 l
System Design
FlO Old Cooling Offshore -40.0 21.0 21.0 15 June '69 1
System Design
Pll Old Cooling Offshore -19.0 18.5 18.5 14 June *.' 69 1
System Design
PF-1 Portsmouth Fault Greenland, +79.1 0.5 267.0 21 Mar 1 74 FSAR Appendix 2C Boring Inclined 48° Investigation NH PF-2 Portsmouth Fault Greenland, +62.0 65.0 271.0 24 July '74 FSAR Appendix 2C Boring Inclined 40°.
Investigation NH
CONTINUED: Page 26 Location/ Ground Soil Bored Total Depth Date Boring No. Purpose Coordinates Elevation (Ft) (Ft) Completed Reference PF-3 Portsmouth Fault Greenland, +61.8 40.0 50.0 30 July '74 FSAR Appendix 2C Investigation NH PF-3A Portsmouth Fault Greenland, +61.8 80.0 204.3 08 Aug '74 " " "
Investigation NH SRF-1 Scotland Rd Fault Newbury, +18.1 13.0 79.0 06 Dec '73 " "
Investigation MA SRF-2 Scotland Rd Fault Newbury, +17.6 50.5 77.5 10 Dec '73 II If Investigation MA SRF-3 Scotland Rd Fault Newbury, +17.9 42.0 95.0 19 Dec '73 " "
Investigation MA SRF-4 Scotland Rd Fault Newbury, +17.6 60.0 96.0 03 Jan '74 II
" II Investigation MA SRF-5 Scotland Rd Fault Newbury, +17.6 34.0 197.7 08 Jan '74 II II
" Boring Inclined 45° Investigation MA SRF-6 Scotland Rd Fault Newbury, +17.8 53.0 58.0 08 Jan '74 II Investigation MA SRF-7 Scotland Rd Fault Newbury, +17.5 65.5 255.0 18 Jan '74 II Boring inclined 45° Investigation MA SRF-8 Scotland Rd Fault Newbury, +17.6 49.0 172.0 19 Feb '74 II II II Investigation MA SRF-9 Scotland Rd Fault Newbury, +17.8 57.0 118.3 03 Jan '74 " . "
Investigation MA
DDH Bl PAGE l of 2 STATION PROJECT SEABROOK HOLE LOCATION BEARING INCLINATION ELEVATION DEPTH ~*:A.'
Logged BY_: J. R. Rand 7/I0/72.
f CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 04--------T~-------------------r- ---r------- ----------- ------------
BWt..'\lER~ fol..ll::rfl:() C,RI\HI'ft 22 .S " -to of Rock Roc\< i~ tres \. +' t minor rusty .,. '"Dio...bl..se - ~rk*sreY, f\ne-
"5lru11in.5 \cCoJly .,_ + ~ro.ine..c\ wltfl da_y~ ~ree.n O'n Joints + p\-enocrysts *
.,... +
+
+ +
+
+--t-- Rock ~mes a.. \i~\t..
+ ~ sm.i~d- do..rk--9re/
.*Ailjo\f'lts @ + + to b\ o..c\<;. -
LQul~e. +
t- +
~ . bi~o fresl-. t- +
+
~*L Rod<..
+
i- +
HIGH ANGI-£ (65°)
.J'o1t>l"t'S A-r '-\-o 2.'
I
\NTE.R'VALS -t-Reck Fresh - ++
OS a.bo\le t-R\J~r is f"are.. _ t- +
bu\ 'f:J::>'Me
- _ +
Jo\nh ore ~hire:\ +- +
DDH BI PAGE 2. of 2.
P~OJECT SEABROOK STATION HOLE LOCATION
ELEVATION DEPTH . ~~*l.'
BEARING INCLINATION Logged By: J. R. Rand 7/ID/12..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Ro.s+y t' +
f?ock *,s fa.:r\y 1-rh~sh to msh. + + D; o..bo..s.e - ~r\<.*5rey, Rne- ~ro..w*-.ed w1th '5n{:Jl da.rK-loco.\ ro~t Oh + sreen phnYJ)Ist vpeckliY9 Joints -+ +
'¥!.2.' &'!tom of rble
DDH f)- PAGE \of \,
PROJECT sE_A_B_R_O_O_K_________ __
sT_A_T_Io N_______
HOLE LOCATION ELEVATION 3'f'*3' BEARING INCLINATION
--- Logged DEPTH By: J. R. Rand 7112172.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o'*~------~~--------------------r---~--------------------------------
t '3' Top of Roc.k
- 34.3 1 ScttO'V'I of Ho\e
DDH B-8 Pf\.GE ( ot \
PROJECT~___sE_*A_B_R_o_o_K_________ __
sT_A_T_IO N_______
HOLE LOCATION
--------- ELEVATION DEPTH ;2S"*'t' BEARING INCLINATION Logged By: J. R. Rand 7/tt 72.
. 0~'~------~------
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
r----~-------------------------------
-ro
~ock 'ts fresh CoAR'SI;: :Diorite, fl*ne-~ra.tr.e.d, Do.rk-with or-.\y minor )1. .,.
f2Jie'j1 'r'fiO..S'S. Ive) "";th Ioco...l r:-us+y sta.inin.:_~p ,. ~ .,. .
slig\Jt minero.( ~ ~ ~v." \htervniK of coosse-f1ttA~rerl d\5Co\Ora.hon e>n - ""~'- l~ht <;j'fey por.Phyr-i+ic d~Or-;te.
Some. jo ihts. : )(. >' "'
dis . .
DDH \3 PAC.7E I ot \*
PROJECT sE_A_B_R_O_O_K_________ ________
s*_rA_T_IO_N HOLE LOCATION BEARING
~----------------
INCLINATION ELEVATION DEPTH '31*C>
I Logged By: J. R. Rand 7(11 /72 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o~'~------~---------------------r----~------------------------------
of Rock
'Reck is t'~s 'n, 'Diorite/ in+errAix-ed dcu-k Only miror ru~)ty ecey; fine. ~fo..ined Y'OcK 6to..inir-s loco..lly a.f'd co~c;:e~ ,s ro..~()ed1 en joints.
J"cit'l~S@ 30°0J"lcl COARSE porphyrrh c 11.9 ~r erey rock.
Goo d\ps COARSE. ?redOm*,ran-Hy ~ Fr'ne-9mi ned Rock Is fr es\t rock +ype.
t'l.inor R~1 'Sb.il'lS MEDIUM Ol\RK GAt'< FtNE-6f:<AitJ DIORITE
DDH B-14 PAGE 1 of PROJECT SEABROOK STATION HOLE LOCATION
ELEVATION DEPTH . :J.8*b' BEARING INCLINATION Logged By: J. R. Rand 7/11/72 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o~*~-----~--------------------.---.-----------------------
B'To of Rock n i0 r-\ te I Do..rk-greYt .
tll'\e -sfO.ined -type. predoMirut~
biort te I t'Y) i xed do..rk sreyJ F[ne:-5~U~ned *I h Iight 9rey, Croroe-gro.ihe.d Por?"'yriti c
DDH 5-15 PAGE \of \
PROJECT sE_A_B_R_O_O_K__~_____s_T_A_T_IO_N________
ELEVATIO..:...N:..___ _ _ _ _ _ __
HOLE LOCATION
--------- DEPTH 3\*0' BEARING INCLINATION J. 7/lo/72.-
Logged Br: R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~--------~---------------------.----.--------------------------------
?lo..bo...s..o. D;ke(~) or D\o.'oa.seboolde.r(~)
f~\l.LE 1ROE 1(;p OF~>;.!=:. : 1"5 1
Bedrock: ptlrfhyr1ti c dio~;te.. -
v>\\h loco..\ zones of MedtuM
<3re.y, f(ne 3ro.tt--.ed d1'crite, Rock ~-s R-es~
M\nov- rust- o..s 6\i()V)t:'\
DDH B** \7 PAGE \ of PROJECT SEABROOK STATION HOLE LOCATION ELEVATION lbt>*O*
BEARING INCLINATION DEPTH Logged By: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
~o' 'lop of Rock Core beo.kS \n 'i?o~ l'5 *Meku:e:!iment- -\e\dsp:x\\:ic..
cl,i~ -to ~h'sht1r. to schi"Ct1 lomlly 9l):l.riz.ih C
.3? rieces tocderOJelf.
. ~l'b~"'olJt weo:fherect Loca.l decotfl - *-*
\ish r ~re; fil\e 8nA;ne.d rook- even(y io\ ,ated .
Po'S\fion 1 .some.
rusty sfoJni~ 35° on pa..di~'S F ' ~~
- Jf .. fl
.~.K
~-~
DDH 8-l7 PAGE 2 of PROJECT SEABROOK STATION ELEVATION HOLE LOCATION
INCLINATION DEPTH /bD*O' BEARING
- - - - -Logged -- By.: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
-~~~------~~----------------~----~---------------------------
- Roch lc:;, rr.td12ra:hJy Me~o...seJ;ment- r,*ne-~lO.ifled LAJeo..-\he-ed. -\P-ro~'rOut 4cf . .
so~ softenz.d, - .'""';". Feldspoffiic sc.hi*~J1 \ocoJiy hlea.c.hed, l0iW- dull :---: ;'" h'.5hf :5ey \)oxh. itic...
- i,r~n sbin(~ on " -:- 4
'!O\nt~1ta.n 'E>\eachin.9- ~---
' " IY) !CO.S
- Poor eo~in_g rod\ ::._-;--_
"'S ,-;~
Flne*sn\red , I~tJ grey feldspo..{hic ~;.~J- ..
fo._\r\y c,\lenty to\io.kd rod<
y
-- \ .
DDH 't)- l c.t PAGE \ of I
- SEABROOK STATION PROJECT HOLE LOCATION
ELEVATION BEARING INCLINATION DEPTH ~7.0' Logged By: J. R. Rand 7/lo/72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 04-------~~-------------------r----~-----------------------------
47' To of Rock
- OC.CAw Meta.sec\i ""enta.ry Rock . .
$rON4LL'f' felds poJhi c('{ua.rh~.;f-[e~) sc.hi-s r.
- _ VuGG~
fo\~a.hon v::o.vy1 vario.b\e,.*
Lignf. srey fc'he*9~lYlerl -
J fbJk bre,oks bo~ ott .f.oL'Jion _
an& o..c.ross core,
- DOH g~ PAGE ! of PROJECT....___s_EA_B_R_O_O_K_ _ _ _s_T_.A_TI_O_N_ __
HOLE LOCATION
-------- ELEVATIO..::...:N_ _ _ _ _ _ __
/OC>*t/
BEARING
INCLINATION
Logged DEPTH By: J. R. Rand 7/11/72 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
'"Dion.te Wl.rre-,gm.lnd ~(Ythc 1
8{ t'Ache.d to \~\-J h11n \sh 9rey,
\ocoJly lo.yered,
- Gm.doliorol Into feldsp#A1'c,
~owtz.\t-\c &h;st-, \1~ht-~rey ft'ne to Med;uWJ tfne. 5,-a.;red
DDH 3- '2\ PAGE I of 2 SEABROOK STATION PROJECT HOLE LOCATION ELEVATION 1
BEARING
INCLINATION
Logged DEPTH 15"C*0 By: i/11/"?Z J. R. Rand 7 /rt../n.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~------~~--------------------~--~--------------------------------
32' Note~ Smooth or po!i!he.d ~ulder zone..~
~urfo..cec;. Seeh Of\ ~n\)(e.(j dlO!';~e. 1 gm.flite.. and OcCCQ\ona.l jo\Y'\f- ph: ch'lk -9v-ey \"r\o$Si ve 9w.rtztte.
~ot cwo.c.ter\:St(c of too\der.s u.Jno\e rock.
'Schist- fe\ds~ic 1
\o~\ly 9varkiric.
-.- Li_:)V\t- srey 1 tt'fle. -.gro._~ned
- -* Q<xu+z.ihc.
,.. e>Jenly foliol-ed mck
- ~*:~:
~ ~-
'Schi~t- 9uo. rh.i h c..
Flne-sro..\ned 1 \t5rJ ?Jre.y eveJr~\y fo \~CA.ted.
PAGE 2 of 2 PROJECT SEABROOK STATION HOLE LOCATION
ELEVATIO--N_ _ _ _ _ _ __
ISO*O' BEARING INCLINATION DEPTH Logged Bx: J. R. Rand 7/tz /12 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
.~~~--------~------------------------~-----------------------------
Schi~ t1 fetd:s po_~ic o__S be\ow R~ i~ ~\r\y* SS0 ~'
-. Sch~Dt, fel~~~C.IY)):ly 9oo.r\-z.;hc (ocu<<y fre~* ~rotBhour be
\b:oJ\y SIJbjec.t to : 11 .......! , Rne.-3m..tned, 1*s"t 9 rey .
~ot>hi ~k\ni~ on .....,..... -
t:.ve.n\y *Fohaled
~o\n\s o.rJ po.rfi~s - ....!
1 **
fj)o """Y- -
fe\d~fA~;c. 82hist,} 18ht-medium-grey) tl'nt ~mined,
'Evenly fO\ioJed rod(
1-Jote' :sbrne n'\loor \'O\{cshin.9 15o' Bo\\om of Hole On Joints- not c.hira.der-
\~\-\ca..\ly %>.vir ~tlckens\cks _
DDH b~ :lj PAGE of L.
PROJECT SEABROOK STATION HOLE LOCATION
ELEVATION fib*0 1
BEARING INCLINATION
DEPTH Logged By: J. R. Rand 7/12/72 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 4o'~------~~------------------~----~------------------------------
Sou(der zone~
mixed *d\oYi te 1 dio..ba..~e.
0 and 9rey l'Y\o..5StVt. qu::u+z.;re, o bou\d~r-s, Not much woo.fneri~
0 0
()
'Sch,~t 1 fetdsp::x:~~c o.rJ
~l)o.(tz.ih'c. Lt*8nt ~sye.y
{\'cle_*gm~fled, evenly fo\ioJ-ed
~oc:k lS -ra.rly 5". T 1' ,..:- *
~:.:... Schl~t, ~ds~ I<'- a_nc\
fr~h. Mihe>t .....,.. *..:,
'S~;nln.~ o.,r-,d : *t'~ *~ FLl>!lf'~THIC qoo.rf-z_if-;~. b:ght -srey, MIV'ol'" loco...l V.:... :......:- FCWS!"I\IH!C t\'ne:sm;ned, e.ven\y -bll~hJ felds~ di:;eo!or-: ~~
O.ttOV'\
DDH l::)-T"3 PAGE 'Lot PROJECT
_____sE_A_B_R_o_o_K__~_____sT_A_T_IO
__N_______
HOLE LOCATION ELEVATION
- ~------------- 1 DEPTH;.__ li~ *b BEARING INCLINATION
Logged B.Y: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 100~*~------~---------------------r----~-------------------------------
'Schi'Ot- fe-ldaprlhi c 1 Oooxfz.i he, 11:ght-"'.9re>')
- f\*V)e~s10.ine&, evenly fo\O.ttd
~Nl f10V£H£NT 01\J DIASAfiE CONTACTS) t.z. UITR\7:511/e CO!>.\TACT,tJO DISPI.ACE~t-Yl biJI!)I:NCE Dio.ha.:;e - ffne 9ro..ired 1 Sub.:. b\o.ck 1 pherocryst
-speck\\ "'.3
DDH o- ~i PAGE of '2..
PROJECT
____s_E_A_B_R_O_O_K________s_T_A_T_IO_N HOLE LOCATION_________________ ELEVATIO_N________________
1';(.1*0' BEARING INCLINATION Logged By:
DEPTH J. R. Rand 7/11/11.
'2.
7 12 7 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~---~,---------------------.---~---------------~----------
21 / Top of Rock
'Diorite 1 1hter~i xed flne-5 fb-~hed. da.rk- fjrey massive.
o..~d coo rse~sm.~'l1ed h3ht 8rey
- tJ (o~d-e, rorphynh'c 1 ff\ediom*
coo..rse~~?;ro.tned, rned,'u'IYI do.rk-sre.y.
Su~~cr to nos-row ve\"'in9@ G
+a \r \f'\\-e.n~o.\s. Ve;ns d.ip 55°- G:.0°. I~J\ ve.\ns d,'~eo\tJre.d eo:!"
t?l.n bj I,_) e.ri n.9 . Ro~k \"3 fa.\rly CD~ p::>..ct1 lA)~-\hen~ not L.:Jit+'\b~\~
Dl ~a a.'3 above
DDH 24- PAGE 2. of SEABROOK STATION PROJECT HOLE LOCATION
ELEVATION
~-----------------
17..1*0 BEARING INCLINATION
~
DEPTH I Logged By: J. R. Rand 7/u/72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
.70~'~------~~--------------------~--~---------------------------------
I\'lterrni ~ed flne-sm.~ ..ed llirk-~re.y l);ard*e ~ (~ht
- grey c.oo.rse.-srn\ned 1}\c'f\1e.
Fine~ grc.;ned mcl< 'tYPi!
- predorniY\o..1es, Rock: discolored
- a. \i\1-\e by weoJ"he:ri~.
Tn1errrn'x~d tine ~and coo.nse-
~Yi\ned 'D iotite. Hi~h o..reles y~ill~F)~ ot 6fu( I \ntervo.h *. rock
\& dl'5c.o\ored \::.y ~thenc-e* *.
l=i('J£ {stiGHT TO MOD-RA.n' I.VfA"THI<IUN6 -CONPAC:r).
121/ Boltom of' \1o\e
DDH B- 2b PAGE { of \
PROJECT SEABROOK STATION
~-----------------
HOLE LOCATION
ELEVATION
-1"2',o' BEARING INCLINATION DEPTH A..:>
Logged By: J. R. Rand 7/11/72 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
- o'~--------~---------------------.----,---------------------------------
p\eces
PAGEl of\'
PROJECT~___sE_A_B_R_O_O_K________s_T_A_T_IO_N
_____DEPTH ------------------
HOLE LOCATION ELEVATION
).3*1 1 BEARING INCLINATION :...__...;,._
Logged By~ J. R. Rand 7/rz./12 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0.~'----~~~--------------------~~~~~-----------------------------
'"Diorite- \ntermixed c\Q'(k-
- rey, flne-,gvo..i l"led o..nd c.oos-s e.
9n>..ined, l13ht _grey. Wod\ is predcmina.nHy ~ro.\ned
-\ype. . .
I DDH . B-30 PAGE \ of \
- PROJECT~___s_E_A_B_RO_O __K_______ _s_T_A_TI_O_N_______
ELEVATIO..:..N:...___ _ _ _ _ __
HOLE LOCATION
------------ ;1. 7*0 BEARING
--- INCLINATION
DEPTH I Logged By: J. R. Rand 7/lo/72..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0'~--~--~T--------------------.--~T-------------------------------
F'Ot.\AliOtJ.~
7 1 To .at Rock 8.-eo...ks 'I(
)(. "'
)! )(
rpi orite} me.dtorfl CJfey, medi om
@ .. \'to2.' ~ " y.. coorse-car-a.lrd 1 loco_lty wit\\
piece5 o K
"" )( lr.
'I' )<.. fOlio:!&\ <?J&y c,3tru1\te z.ones .
-xx K>. 'l'
- ~
'1' IC ....
/( ~ )I.,.
. - X ll )(
?:l:f' *rsr Roc.k IS fresh. Biotite X)(.)( ?oV""?hyritic"'D\orik,%icJik~ttlra -
.P Mo..y be -s\\.ghily ~~- ~....!.);.:.....J_ _ _ _ _ _ _ _ _ _ _ _ _ _ _*.::;;_
27' BoHcm of Hole
DDH 6-31 PAGE \of \
PROJECT SEABROOK STATION
~------------~---
HOLE LOCATION
ELEVATION "S*O*
BEARING INCLINATION
DEPTH Logged ~y: J. R. Rand 7/10/72..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o'~--------~---------------------r----.---------------------------------
'3 1 To of Red<
'Rock is s\i~hr\y 'D\orite- 'n*1terl1'\ixed
- weo.thered 1 s u~ ecl" cbrk--9rey f\ne-5fO.i~ a.nd 1b brown iron pieces 5hinit"l_9 or-ojoi-.!"{"S I\ght -srey ceo..rse-g rcl;11e.d
@G 11 to 11 1nkrvoJs
)()(.'f.
X l< X X coARSE
+ypes. Coa.rSer~.,:jro_.med r-ock
_XX'X tds \-a wea..\t)et rccre. +t-o.n .
ft'ne -smined
-
- lo. jll .,.
- II y. II It " ~ )j
)(. ~ X )(;. COI\P.St:
.\i-to .8' R051YVRT!CAL.:!OINT ~ :"" .,.. FIN£-6P-,~~,I>>E:t> 'f6rphyrih'c 1) iot1te
+___;_p_ie_c._e._s---¥+----------,,......--------t-k....;,}!..,;.._.._l"_l 2:3 i" *s;;u~~fRoc..k- *-*
t)IORIT G. --------
'RocJ'\ \.s fresh 'out (I,Joty ok\n*;ns pn Jo\YiiS to b:y\1o'('(l .
Bio,;t~ \5 -s\Jght\y U;en.~ered to show f\.)5+y' browh sh-ea.k -
No '5\\ckens\'des
DDH 6-:)5 PAGE l of I PROJECT_____ sE_A_B_R_O_O_K_________s_T_A_TI_O_N________
HOLE LOCATION ELEVATION 1 -
~~* (o BEARING INCLINATION
DEPTH J. R. Rand 7/lo/72.
Logged By:
CONDITION OF CORE DIP GRAPHIC LOG
_ _ _ _ '1---**---t--.::2'--',?: Top of Roc.::.:.k:___ _ _ _ _ _ _ __
1 f?oc~ \~ 'resh Diorlh:..:. . fine-.sm~l'led;
\derrotly. :X:.ro .n V'l\ed;u IY'.-da.rk_g""ey o.."'d mo.nsOJie.'S e. K 1(
Occa.s;otto.l ::5l\"'I-\\ ~.Uh~t~
sb.lni~ on dcsely ~
HlPS
- ~c.e.d jol t)-\S
'(
~~ncc..rysts
-")o.
'j!.
)!.
I' )(.
'1<. ' )C l( y.
Genero!ly \1 ne:gm'l'l')ed1
~tt>I'YI ~I!:Jhf grey JSiorite wtth \oco..l zones of
. pocphyrHic "DiDr;te
DDH 8-37 PAGE 1 of 1 PROJECT~__S_E_A_B_R_o_o_K__~____s_T_A_T_IO_N HOLE LOCATION ELEVATION I
DEPTH 'f't*O BEARING INCLINATION
Logged :ay: J. R
- Ran d 7,; J 1 101 12...
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~'~------~~----------------------.-----.----------------------------------
~ed\urn t\ne,gro..;flP....d ~;(Jr{l
'f!:l~Y 1'(\a.ssive b\orite
-High o..r-s\e joints @ o.bout I/ il"tervo..\s
~ "' ,.
k ).
1-------f"' '*--------------- -- ~----~--~-- ----------------- *--*----------
LI4/ Bot\om of Hole
DDH B- 38 PAGE\ of 2 PROJECT SEABROOK STATION
~~-----------------
HOLE LOCATION ELEVATION DEPTH l\i;1...i I BEARING INCLINATION Logged By: J. R. Rand 7/lo/72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o'~----
X -,. FINE (c;o...rse. g\O..tned r:oc.k O:Pf>eo.rs
\cJe.Y th:>-.n the tH'1e.-
~ 'II
"' " ... o. \ \-\\\e xx
- /1( )(
~
Minor locaJ 'It I< 'I( >' FIN£ gfo..ine..d mck rueJ on jo\nh XXX
)().
'I<. XX XX
)( )(
- 'X X
)( X X
""t-~.)L ----- --~~~~~E -~_?~__bi9RITE ON :IN"tROS\VE COWTACT -
R:d< is tte5h T i- + t CI-IILLEO
'Dia..bo.se. 1 Do..rk ~'f'ey'1 f,*ne-Minor v-o~-\ r+ <3m\ ned. I.Uith do.rk sreen
\oco..\\Y. OY\ 1-+t ?l\e.r'loc.rysr spec.klin.5 o.nd Join{S t-.t- occ.aslono.{ p:l-kheS. of ep1'doie t- +t-
--- ~---'**-
D\or~te- tf\t)(ed coo.~ on:!
~\he snined rocl<
"'9---+---- ------- *****--*-*-- ---,--*
Diorite1 Mix~d c..oruseo..nd fine el(a.\hed 'fOC-k S
DDH p- 38 PAGE 2 of 2 SEABROOK STATION PROJECT HOLE LOCATION
--------- ELEVATION 15'!-*S' BEARING INCLINATION
Logged DEPTH B~: J. R. Rand 7/to/u.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 76~~------~~---------
u 1
io:ife1 fine*_gruined--:
1 72.5
-\'resh. medtum l(~'nt grey, w1th
~ock i-s -IJYCll:w::::i¥-=.l,rs'vetN loc.o..l "ZOnes of 0 t1\y very 51J0 'X "' )<. '>!. f{wc-r BAN01>>G AFTER ME'TA*:£DlMENT.S Coo..~r-..gro.t\1-d Minor: s\~'ot , . feldsp:J-+h i c toe.\<.
Sh\n1~ Oh._JOI()ts
'Rock Is fresh
\jtYIO'( \cco.lly ros~ ot\ Some Jcl~ts* .
Brea.ks
- @.5 1tot.5' R~cK \s tre~
-furou$n o0t Only Diorire;.tna.ssive chrk fj'fey inb-vais oc.c~,ohoJ m~nor medluy{\-fl*ne 9m;rd \.A)trh sh~n Irg OY"\ joints Rock 1\ot do&cly local zone of c.oo..rse...--
Jotnted. 3rniYle~ .\ \2,ht gr~y No slickensides . pcrphyl1hc bior1+e ROSTEb 1 PITTED, OccnslonoJ feldspa.thic Vein\nq
-t-=-::-------""M.:!'\25~*:.:..'2 WEAn!E~E.D 1
CH~~fi IN::>r Rex:.~ is tresh M\Yior N~ty x ,.. bio~fe 1 doxk3rey) .fi(l.e- -
ShiV\ I~ on -:some .. ~ 9'f0- 11ed I With O<:.CQS\Ono..\
1 cOO.rse gro-.h1ed I~ilt jOlf\t SurfOreS. _ ~ ~ ~ COARSE:
._9rey zones
- )< X )< toARSG:
- )I'J()!,
X )I. ,X X ¥. <:OARS
- X '1< )(
lo; ~
5reo..l"\S
.4 '~o2 1 PredomiV"'lo.ntly flne-snA;ned p\eces :D\orite
PAGE \ of PROJECT SEABROOK ST/\TION HOLE LOCATION
ELEVATION BEARING INCLINATION
DEPTH 72/
Logged By: J. R. Rand 7/11/11..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o~~---~~----------------.---,~-~~~------------
F----*~*...J-----------;..t---- _1,5/ 1'qp_of Rock * - - - - - - - - - - - - - - - -
v'or;te- \isnt ~'fey ~rse.
'1-~Y..
'R~k \s o\\3~tly X~
we,.f<<~xec\ 1 pittec\ XXY, .2lfo..;necl liY~ ~k rust )\)<.
s.(aif\ir.s on joi t\+s 'X)(.'f f::Do .{o 7d) J0 i 0+s@ u\o\;k- \'ned;l)f\'\ do.xk gYet 2..' \n\er\10..\s )C "' " t'ine. graiood 1 mo_.ss ~ ve .- *
)( "'
v v v ~Y"\o.: 1~ ~~~z.. te\.bf<'-~"" 1
.:_ v v . / v wil~ bvH 41>:lrt<:. tn c-.s>n\e.'f X lC 114 I( It
- \){o,;fe da.r\<. <;3-rey fine em\ned f C\.S a-bove,
&\( \"5 -\~n
{Y\tY\Or -ownin~
uor~\e, Do:rk sre,y) .
on Joir,fs t\~* ~r~\ned 1 U-)\~ cx:casioro,-\
c.ooJlSe- CtxJXSe.. ~ gto.J red. zone5 u\or~te- cb.('k 8 rey, B"'e-ef'Qll{)ed. 1 1.0 ~~ oceo.5\o ro.\
zone~ of \f)~e.rr-o\xed llsnt _
9'o/1 Coo..t$e 5~ned diord-e
DDH B-10 PAGE \ of \
PROJECT SEABROOK STATION
*------~--
HOLE LOCATION
ELEVATION
DEPTH 1 BEARING INCLINATION Logged B.y: J. R. Rand 7/11-t/.../12..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES w\or~re - il\tetffliX'ed f\ne:-3~~neJ; .
dcuk 3yey and (D:l.fSe -.g~a.~ned h~rJ fj'f0.J. fl(\~-9ro.~"'ed reck
~lfed.oM ~nates vlor;+e- Mlxec d0f'K:9rey Rne;.gruined o..nJ. (ieht-grey CD:J-\Se.. grolrec\.
- DDH PAGE j of 1 STATION PROJECT*£_~S=E~A=BR~O~O_K__~------------~--
HOLE LOCATIONt\1 - - - - - - - - - - - - - ELEVATIO::,:N~--------
BEARING~_______
- INCLINATION fD7*S'
- .:______ __ . DEPTH:__::__:_::___ _ _ __ I
- Logged By: J. R. Rand /{1H2. 72...
0'j--~C~O~N~D~I~T~IO~N~O~F~C~O~R~E~--~~~~~~~~--------~~~~~
DIP GRAPHIC LOG DESCRIPTIVE NOTES----------
DIORI-n:: 'BouLDERS
__ (0_.3 " Tg,r.-~f f\_gck K~k b tn.lr\y 1Jion'te mixed ft~e.:graired ffeshl so\0ect to 1
daxk-srey o.nd c:._o:A~-.9tRu"e.d rusty ohio ;YIJ 1
~ ~.Uea.kehiYl9 l'ieht-carey. ~ era.lned Dl"\ Jo~nts
- t>redorniV'IJe~
D\on,fe, mixed -Rne-gtuind do.r k-~~rey' OJ"'d co::>. rS&- smlv-e::i .
li9ht~~~{e.y types a.s .S~t0YI Uon'k, 'f'Y\\~ t\~ 3ro~red dcirk- 2;rey Mo..SSive.. o..nd C(x)rS'e. ~'h~ llsht .grey
Pl\GE l of PROJECT SEABROOK STATION HOLE LOCATION ELEVATION lk>t*'t' BEARING INCLINATION
- - - - -Logged DEPTH By: J. R. Rand ]Jro/12.._
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0'~------~-------------------r----.------------------------------
FiAe.. 9'ro.lned 1 m0-.5S\ve.i
~ed~vr<r-grey 1 locol!y ~ck\eJ .
dton te, witt\ prorn;nent felc~r- :
qoortz. \leini~ at h~9\\ o..r1~'es.~
1)\o.bo.s\c(?) *
~~ beeo""'e~ d{a\:n.s\e-1 -
\)os\::. -!jte.-y, tine. -s ro..ihed c,Ji"lh do_rk ;Jreen f*'enoc.rybl-s
DDH B-L'iZ PAGE of -::::;
PROJECT SEABROOK STJ\TION HOLE LOCATION ELEVATION
~, --------
1\?t.'t BEARING INCLINATION DEPTH Logged By: J. R. Rand 7/*o-11 b2-CONDITION OF CORE DIP GR!\PHIC LOG DESCRIPTIVE NOTES
~D<:t ~rs Me+Qsed;me.hbry vcck1 Chips toi(\y fresh. Q\)O.rtz:lh'c sdli~r1 Mihor Minor S-b:lns on
.jcin1s fe!d~ p::tffiizo.hon
DD qL ()
.:l2 I
PROJECT SEABROOK STATION HOLE LOCATION ELEVATION INCLINATION BEARING Logged By: J, R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
.... ~~~~~----~------------
161.1-" 6oitoiY'I of Hole
DDH J:)-4-C) PAGE I of,\
PROJECT SEABROOK STATION HOLE LOCATION ELEVATION
/
BEARING* INCLINATION Loggel:l By: J. R. Rand 7/11/71.
CONDITION OF CORE. DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~-------,,---------------------,----.--------------------------------
DDH Dl-l PAGE of 2..
PROJECT SEABROOK STATION .
~-------------------
HOLE LOCATION ELEVATION 1
DEPTH \2.."'1-BEARING INCLINATION Logged By: J. R. Rand 1"2./ ~/-rz. 1 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES TOP OF RoCK 18" D\ori +e 1 tl'r>e -3ro.ired bo..rk
$r.ey, tno.ss; ve - c.\osely
.JO\f'\e..d or 3 +o 11 11
\V\ten~o..\s joll'\ts h"'-1J8. si!Ck,ene,ide -lt'k: *
~o..n\'\3 L0~~ ch\or~te C.eve..\ CS?Yv'le.n+ == s\ ippery D\ov-~te 1 tll'\e-~rrunecL Do..r\< ?:i.e.'l a.& a.bove
\"f\0.551 ve CoRe: 6~!>
o..\ G"h=> 2 , Roc!( \S FR5\-1 D\o~\e, fif"e-~l't1.1ned, in\er.Jo.ls on lwan.sle Joints t::xu\<. ~'f~)l, MO..SS \ ve -
@ 20°*30° dipS lcx::o...\ly s~k\e.d w~th
~h~Hs'n 1 rou\\d.e.d
'f'Mr>O crystS
DDH P />.GE 2 of 2_
PROJECT SEABROOK STATION
~------------------
HOLE LOCATION
ELEVATION BEARING INCLINATION Logged By:
DEPTH \2.4 J. R. Rand I
p.. Ju/n.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 7*0+--------~_......------------------,---~-----------------------
Dio..bo.se d!ke Chlorire developme.nt O.vo..ftz. dior~te 1 'IY\QSS\ve. fexture 1 med,'um Coor:se. groined 1 not fotloJ-ed, med\Dm grey.
DDH PAGE of PROJECT SEABROOK STATION
~-------------------
HOLE LOCATION ELEVATION DEPTH (Q5. 5 BEARING INCLINATION I Logged By: J. R. Rand 1~/llJ1:z_
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~--------~--------------------~----.-------------------------------
Ooo.rtz d;orite. 1 fine 9Y<A.n!ecl da.rk grey. Looo.lly w;fh
\rreg\)\a.r fahoJion.
DDH Dl PAGE \ of 3 PROJECT SEABROOK STATION HOLE LOCATION
ELEVATION BEARING INCLINATION DEPTH l6q I Logged By: J, R. Rand II/ :z.'t h2...
, CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~------~~-------------------.----.--------------~~~~~----
D\'on'te.. I f\re.: sYCl'\ned darK 9~e.y l oto.\ly ~dh ff\e1\um eo one. _grQined ~uo.r1t-- c.\ ~orire
DDH Dl Pl,CE PROJECT SEABROOK STl\ TION HOLE LOCATION ELEVATION
- - - - -Logged
/
DEPTH BEARING INCLINATION __....:. ,
By: J. R. Rand ll/t..t/7A..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Mffiivm C.OOJf:e 9tPtfz diorire..
Vior;rt- 1 fCne gru~V'Id 1 chvk~grey.
LocoJ CO'J.t-ser <3tu.i~1ed zones D\or~te.. 1 predorn*ll'\0.1\1\y ttV\t-gmined 1 do.rk 910/. ~me. r'lir£)(' -
loca.l CDarrer- 3fO.:nec! fOi c.hes .
'Roc.k is -Res~ *'*~1 out
DDH PAGE .3 of SEABROOK STATION PROJECT HOLE LOCATION
ELEVATION BEARING INCLINATION
Logged DEPTH 16'1 By: J. R. Rand I
lf/7-'f /7z...
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Qoorlz. dt*~teJ mediurv1 grey1 med ivm eoo.rse.. 9ro..~ned ..
Rn:: grn.~~e.d~ chrk 8yey, mo.s::.~v:
olonte .*
y )I ,..
I( .,..
l< '!< *~ lfl>7*3' :t.t--l"'!"RUf>\VE COmAC."T x ')(. )< &~..>::>..<tz. d~ov-~te , W\e.dt'um c..oo.rse
DDH Dl-5. PAGE I of I PROJECT SE/\BHOOK '!.!. STATION HOLE LOCATION
ELEVATION 1
BEARING INCLINATION
- - - - -Logged
-- DEPTH By:
65.3 J. R. Rand ltJn/7'1..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o~'--------~----------~-------.----r------------------------------
blabS? dlKe,aS ok\Je..,
YY\Oss;ve.1 ~Su,b-b!ot.k 1 h'ne gmined rock.
DDH D\-6 PAGE I of\
PROJECT SEABROOK STATION
~----------------
HOLE LOCATION ELEVATION DEPTH___;;;;;:=.:..;:;;;._
I BEARING INCLINATION _ _ _ __
Logged By: J. R. Rand 12-/n}u..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~*--------~-------------------.----.----------------------------
--+------l l--,--------------------1-------l 13.0' Top Of ~c~
Core QLO..rl d\ori1e 1 rrediuTYi ()VO.;ned1
<greo..\<s meditm-ch.rk 9reen;s~ !!l~f1 speckled Ot\ fu 0 2 ~o\n\"'S texture/ m<lSsive.
@GI'tt, 2 I
\ntervo..ls
DDH PAGE \of L..
PROJECT SEABROOK ,,. STATION HOLE LOCATION ELEVATION DEPTH 1\8.7 BEARING INCLINATION Logged By:
I J. R. Rand 11..}11.1'7~
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES dW-------~-------------------r----~----------------------------
CY.l)Olrk cl(or*~t~, Hr1e.-gro.;ned., -
fO{\o_-\ed~ .:Jo~~-F~fr9uen~\y fOUow'S btatlte conc..e.n-ho-hons oJor:5 f'o\\a.tion pb.~es. A\SJ Oo5S~c..v~ fo\\a...t\Or') o.t 73d>-4.cl
- d\ps.
G.Lxu+z. di:or~re, ru o.bve. .-
Ft'ne-gca.ined fdia+/-ed CA.+ 60°-?t/-
d~p.s
DDH 7 PAGE PROJECT SEABROOK ' STATION HOLE LOCATION
-------- ------ ELEVATION
ll8, 7" BEARING INCLINATION Logged By:
DEPTH J. R. Rand 14/1"1..111-CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 76'~------~----------------~----~---------------------------
Qoa_,rk dt'on'fe 1f\'r"e-qminec\;
mecliuM-g'fey1 foha.1ed. ""To\,.oJron
@'1S 0 +o 70° dips, Kock p1-rts or: .
biofite follaJions o.rd o.cro&S (D!,Qtlon oJ-- voxioos aHitudes Q LXl.rfz: d\orlte, 1 U'ne -5 \'!Ai r)ed /
\ocaUy fOiia.ied mediul'Yl-grey 1
Ft'ne-gmined ,o'fl(y wt.nkly fO(,aJd -
+o ~a.ssive .-\-e,dure
- DDH D!- 2> Pl£E l of j PROJECT SEABROOK STATION HOLE LOCATION
ELEVATION-----------------
BEARING
- - - - - - INCLINATION---------- DEPTH 29.s-Loggcd B~: J. R. Rand IJ../1117,_
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 6'*~------~~------------------.----.------------------------------
UlJ:-:
PROJECT SEABROOK STATION, HOLE LOCATION ELEVATION BEARING INCLINATION
DEPTH Logged By:
J. R. Rand l'-/13 /12.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o~'~------~--------------------.----.-------------------------------
DDH Dl- (0 P/~GE I of 2 PROJECT SEABROOK STATION
~
HOLE LOCATION
ELEVATION BEARING
INCLINATION
DEPTH Logged ~y: J. R. Rand 12../rz./71.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o'*4-------~~------------------~----~-----------------------------
Fil\'tr gvo.i~J
'Rock l:s ~esh, : " "~ "
not rosfy, on joinis. _ ~<< "'C Gva.rh:. dlorJe. Flne..-gro.tne.d -
O*
- 65 JOint .
. Mosf brmks Oil IOUJ-
- _ " ,. "" I"Yled\um 5rey, fo!lo.!-ed. fo\\o:tbn CJ.r~}e 2.0°-30°JotnfS. IC 1' j-.s.* -steep I b0°-'t0t) o.nJ l.UQVY ll )(
DDH Dl-10 PAGE 2 of 2,.
PROJECT
____s_E__A_B_RO_O_K_--=----8-TA '_riO_N HOLE LOCATION
ELEVATION BEARING INCLINATION
- - - - -Logged
- - By: DEPTH 112/
J. R. Rand 1'1-}lt./72..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Q<.Xtrtz: dLC)fde1 ftne-
. <j'fo.ttled 1 medium-gre~
fOlicJed l3 ecoMes COoJ:Se-9vo..~tu:d vo*
DDH D\-1\ P/\GE \ of \,
PROJECT SEABROOK STATION HOLE LOCATION
ELEVATION BEARING INCLINATION
DEPTH_....;......;;.
Logged ~y: J. R. Rand /?.}1'1...}72..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES d'~-------r~------------------.----.------------------------------
QlXl.~Z.. dLor;fe, pre:brni\'1CU1~Y.
Rne. -gn;hed ,* no1 rotob\'1
\~ock \-s fresh. foh'o.ted , Loc.o..\ zones ot
.:fo\f\ts @ yf'- tto D ccarser- 3m\.V1e.d1 da.rk d,'ps @ l +o 21 1 9 ree.r'\\~\-\ d lor\te.
lnfervo.ls
DDH Dl- \ '2. PAGE I of PROJECT SEABROOK STATION HOLE LOCATION
ELEVATION zq BEARING INCLINATION DEPTH Logged: By:
t S" ~"
J. R. Rand 11-}ul.,:~.....
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 6*~'~------~---------------------r----~-------------------------------
DDH 1)2-! PAGE I of \
SEABROOK SThTION PROJECT HOLE LOCATION ELEVATION DEPTH_...;:::...;.__.o' BEARING INCLINATION Logged By: J. R. Rand I'J,/t"Lj7z._
t CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 04-------~~-----------------~~--~------------------------------
~c::::> \Sw\d-ev-s - ql)O...f"t-z. diente 1 1/l~oc.=k..:.____ _ _ _ _ _ __
Q(.)a.rt'Z. dion.te, predomim!'tJY fl'fle- 5ro-lned medlvm ?JYE.'/1 \).)ttf-i *
\?ock \s fresh1 occ.o..s ranoJ <:Q\1 s of C()o,.("$.r-fi\lnor rusty s~~nins gruind 1 !(gh1- rned\um-9 rey YYU+ci;: *
- on S0\1iejoln1s
- .2.' 'S0kie weofuerir1_9 , soft 't?cx:k Oec:Dme5 0- \ \ <<<e
+----...:f=l MINOR i'\05T ON ONe JZ)I NT Coo..rser- g rq._\ned 31' &,-Ibm of Ho\e
DDH 0 ~-----.....;3:;;......____P_AGE of \
PROJECT SEABROOK STATION
~------------------
HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH .o"
--~------------
Logged By: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o'~--------~----------------------.---~-----------------------------------
25.2' Top of...:..R::=..oc.=.:k..;;__ _ _ _ _ _ _ _ _ _ _ __
Qvo.tfa dion'te fO..\r!y coo..rse- -
gm.\Y~e.d 1 mechurn-srey M\co..ceoJS
DDH D-2. PAGE I of 3 PROJECT SEABROOK STATION HOLE LOCATION ELEVATION
--------~
171*0 1
BEARING INCLINATION
- - - - -Logged -- DEPTH B~: J, R. Rand u/2~/n..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~'~--~--~-------------------r----.-~---------------------------
D~orife 1 D.S' above, h11)(ed
" I' ')(.
Co~se-8to.!~ l~t 31~1 9uo:rh~
Core breci<s an?.. x "' d\o.nk ma\nx, end?s~n.9. fire-. .
tJo rr~c:ler\S~idl y ~ 30c - '~" .,. )( 9lU\l1ed, dark grey J!onte lndlJSIOf\5.-
dieI o-.intude~ -- lC )C
}( .... }(
~Dd<. becorr1es ~redom;mntly CooJse-grained 1 with rela..tiyely srno.H -iones cf fine-grtAtrell diorite.
DDH D2~"t PAGE 'L_ot SEABROOK STATION PROJECT HOLE LOCATION
ELEVATION BEARING
INCLINATION Logged By:
DEPTH J, R. Rand 11{1."1'/11...
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Gwrfz dtorde. 1 a.s ohove1 ~
ped?m;no.n Hy c_:oo-r.se -9 :u(ned med1um grey, 10dh occo.s1 oha.l -
poJehes or nne.-_gYO.ihed;
,. . .,. Ckr-k sr-ey dio_nte.
X y..}
. X ')(
No -s\ic:kensi~es X X ).
on joinis . )( )1.
'X ). )l 6o0/ ' X.
.SO\ io.ti on
~
- lf ,.. " )o. Rne.
1( .. )<
QuClrt-c:. diorife1a.s a1ove1
~~ohiino.ntly Ctx:l.rS:* 3mined.
Reck is fresh; 60°Veinleb,UJe(ded m1ctofo..u\t 1 t-isht as obove .
<,OOt;;e 1'5::5 .0 /. lN'TRUSl\1£. CONIAC. lRREGVLAf\ AT 65° [)IP
- X y..
'Driller b-ruk ?orrhyr~h~ quoxtz dlortfe1 X Coorse em;VIed t1Y1<lSS;\E 1exture1 X 'A medium 3rey (J.Jith ~\t"ghr X
greeni~h lings.
DDH DZ PAGE :5 of :;5 PROJECT SEABROOK STATION HOLE LOCATION ELEVATION
~ ~---------------
BEARING INCLINATION 171'
DEPTH__:_
Logged.By: J. R. Rand t1/2't/H--
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
?orphyr-ihc. guorlz.-~t'orlfe1 .
Core- 1\ock is tresh; Ma.ss ive 1 c.oo.rse ~ 9rcwned) med 1urn - .
Broken not ~-thered Q.5 3re.y.
shok)n
UUH DZ-5 J:-' Aut. \ ot 1
____s_.E_A_B_RO PROJECT O_K__~----S-T_A_T_IO_N HOLE LOCATION
ELEVATION BEARING INCLINATION Log*ged By:
DEPTH 65.0' J. R. Rand ll./n}1t.
CONDITION OF CORE DIP GRAPHIC LOG DESCJ;\IPTIVE NOTES o~'--------~---------------------.----.-------------~-----------------
8ovlder z.ane \1'1 overbvrden1 flne-<;J~Uined dtorife
~~----4~-------------------_,-----r----~Top of.Ro~ ------------------- -
-lo'1nts o..re
'Rod< \~ -\res~ Omrh.. dior;te_ i'f\terrn'1xed low*a.J\~\e.
ntle -,qro.\(){?.d rock 1
@20°-30° immed\afely *CoQ.J'$er o.nd Wow +ypes, Locally tol,'ded o.t ht:Sh Wroc.k .
SudO.ce*. M;je dt'ps ~ shol.l)fl*
Joints o...re.
predoNiM.ntly 1610 0.11~le Red<. is
@Zbt>- ~o 0 \resh thmush out.
~~~~\it ~rin9 fi~e:-3ro.\ne.d 9uo.;tz. dior;te1
@57.0 1 md\Um gfe y, VVla_ss,ve 1
... too"'\ pepper-- so.Jt +ey(tvre..
(-Stlghtrvst ol\ Ofli!h fohcdton pb.ne
<:05' 8o*om of 1-\ole
DDH 1)2-7 PAGE I of 2
____s_E_A_B_R_O_O_K________s_T_A_T_IO_N PROJECT HOLE LOCATIO N_______ ______ ELEVATIO_N_ _ _ _ _ _ _ _ __
1 BEARING__ _____ INCLINATIO :..:N_______ DEPTH .\'2.5 Logged'By: J. R. Rand u.1ul1z..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0
~'\I(). J IA..)2. ) i'f\ L>SIIJe..
bio..~a.oe.. dib, Vexy fille -gm;he.d
- Sub H().C~ ~'feen o\~vire ¥lc\e..1
~M~OP. V\>&5 0~ ::rOli*.I"{S 70°.::l'oiNT MINOR Ru:."T
DDH Ui..-1 SEABROOK STATION
ELEVATION PROJECT HOLE LOCATION
_ _ _ _ _ _ _-:' DEPTH_\_2..;;,.5_. ..;;;0_'_ _ __
BEARING INCLINATIO.N Logged By: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES lb~'~-------..----------------------.-----r--------------------------------
Reck \:s ~esh. ~-";"". . . .
Not ro\:)\y of\ "" Jr. ')I W>c:xx+z d1'orite, predomioa.()11y Jc\n\s. Some. \ ~ ,. mic.o.c~(ch\c,r;+ic) f'ire-pyr\ te ccx:d1ngs ..c ~ "" bARK t'HCAt£00~. . g'o..!fled,c\o.rk*3reenish Dnjoihfs . _'I(~~- RoCK *.. ere.y
-'<_'II._.,. t-.161 Mcif\SS:M"'ENTI\RY X
~ v; }(
-'1(.2'")1.
.... ~
')1. II; .,.
"Rock\~ ~esh .... )C )1.
Quox{<!. d\orae, med~um
-\\wo~'n-o\)r 'II
)( l(
c.oo.~-3~~d, mediu('() ::Jfey.
X
)( l< y.. \oca.l\y if'\terrn;X'ed wah fine-
'XX 3'CO..W:id dtor\\'e.. \'\ear fop of
,)<~,'1- ~e.chQ\\.
- X X
\?o~ \s fres'o )< .>< y.
- }( )<
ibmaj"' -~ut )(. )< 'f. O~z.. d~or;te1 interm\)(ed
_\:I'~
- ")I ,.. ..
coh..rse esC. ~f\e. 8vo.:,'f\e.6 rock .
v ':!("' )('I(
)( ,.
)I
)(
.\ypes
'I( ICY )(It
)C I< 'J(
125;. ~tlor1"1 of \io\e,
DDH I- l PAGE \ of 2 PROJECT.:____sE_A_B_R_O_O_K_ _ _ _ _s_T_A_T_IO_N_ _ __
(
HOLE LOCA TION:..:..._~:...!!.::::.l...-'::::.!.....::::::.!...!.!..!....-.......:!:-----
ELEVATION 28, ~
{5o.\"
BEARING_:_ _ _ _ __ INCLINATION
Logged --- DEPTH By: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES No OVERSURDEtJ 0.0' Top of Roc.k QOCLrtz.. dio~te 1 0-.S 0-bove 1 Mo.ilsive, IYledium tine sra.\neA 1
'ff\W~urn Cjfey.*
- k ~ ~
- ro;ob a:re l'Qr'fi'O_\y- .
c\eon. Not f<IJ~ty x Y.
)( )C 000.rrz:. diorite. o..s. ab:,ve. Ma.ss'll/e,-
med,'um -Goe.. cimined rr<~edium srey1 low OY'\9\e..("30°-to~5°) joi'f)ts@
- 5/ -\-c 2 inrexvo.is 1
1<oc.k be.c.o-mes ~-3(Cl:nd Q~JGX"rc. dtor~\-~@72..6' detfu .-
500 dip on ;<i\nnsi~,LA)e.\aed CO-<\to.ct
- y * ,..
~)('I</ cOARsE. GRA!~~ Lo\0 o..~*e. jo~nts d~\)
30°1-c4oc@ .5 to 7$
1 1
- nte.rvrl \ S
DDH PAGE PROJECT_____ sE_A_B_R_O_O_K________ _s_T_A_Tr_o_.N________
ELEVATION 2.8. Cf I HOLE LOCATION
-------- ----- DEPTH \50.1 1
BEARING INCLINATI ON
Logged By: J. R. Rand 111 :l..fo/1'-
,~____c_O~N_D_IT~I~O_N__ __
O_F_c_o_R_E_*_____D_I_P___G_R_A P_H_I_C~LO G________ __D_E_S_C_R_IP_T __
_I_V_E_N O_T_E_S______
70 1 Oua-Y"t?- diorite 1 m\X'<2.d. .fine e(O.;ned da..r\< Cj'(e.y ?o.-kheIe
DDH l-'2 PAGE \ ot PROJECT SEABROOK STATION
--------------- I HOLE LOCATION 2o.4So N 7<1.500 E. ELEVATION 2\ '4
~---------------------- --~---------------
BEARING
INCLINATION Logged By:
DEPTH~-------------
J. R. Rand l2/z. .7j7 z..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~--------~----------------------r---~----------------------------------
7-2 1
Top of Rpc.J~ *--------
Brro.ks Ru:5ty
- -roo.:rts. 'Ro::h \s f're&h- Guo.-rk"z. diorite., Yl')txed
'('(1\~or ru::,-\-y sta.~ "' *..r "'
fine- ~ro..ined dax-k f:)rey
@.\ '+oZ2' h) 1'1 1 1 pieces 0{1 _jo(nh OJ!d CC(l.r$-.9ro.ine0
"' """' y; depth -
Ii ght r:::re'/ f'o'\a-rh-~ x rod< -
X X "f.
ll /'(
Lo1.0 a.h3\e por- phy r-Jic to~ bose
.join1s di~
o.bouf ?1)0
- ttwo~hout 2.7. '2..' Bt~~OTh of Hole
DDH PAGE of I SEABROOK STATION PROJECT lvc.2/
ELEVATION BEARING
INCLINATION
DEPTH
~------------
Logged By: J. R. Rand 17.../z.7/Tz. .
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~--------~----------------------.----.----------------------------------
_____ ,__. ________ **---~***
._ _._..:::.2::.::2::..'_ti;..:o..r.*P-=of:.......;_R_ock
'Bre.o.J~s
@Chip!> -
l1'ock \s flesh Quo.rt-z:. diorite, pre:!om. _
to s'pieces lol0~\e joints Frhe ~ined uark gnzenish
-\-hm<£hout (~001:>\p)*@ c:;re.y, wi<<> COOJSe ero.l~ .
porphyraic. 1-E?.XhJv-e neal'" -
- 2.' -.5 \vy\er'lo..l 1
bO-Se. - b\ea.c.he.J. "Z.Ohe jo\""'ts ru-e 3\.5'-::s"T.s' is no+ ~f+
clea..n, not Conto..cts bsiti one..\ -
\"IJ~+y.
42' Botlor\1 of t\ole
DDH El- 4 PAGE I of 3 SEABROOK PROJECT STATION" HOLE LOCATION ELEVATION 20. 2" BEARING INCLINATION DEPTH Logged ~y: J. R. Rand 12/27/?z.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Q ~--------TT----------------------r----.--------------------------------
C> <:::::> 8ou\ders 5/ ' Iop of rock
-CHI.PS CI+IPS R0$\'Y Gvo..M-z. '"Dior;te., yY\-IXecl 70°*'\0°
~OU<i:>HJ-f, t \ne *.sn,.\1'\ed dark <3re'(
ax-d eoxse .gro.i ned 1;S h 1:-
?Jrey mo..tr~>:'- ~ oc.oJly tolia-.~ed o.t- SS0 - Gd.J 1)\?S Qvo.rtz. 1Ytor~te. 1 vY\tXed \\ne.-
OX\d. c.~e.-~*n;__\oed +ypes f'o\io..teA- fo\ia,.\-~on dipS
'6oo- soo va.r io.6\e..
DDH t.l-4 PAGE 2. of ::S SEABROOK STJ\.TJON PROJECT 1
HOLE LOCATION 20.3oO N 7q.7oo E.. ELEVATION 20. 2..
BEARING INCLINATION Logged DEPTH By:
J. R. Rand 1-z/z.Gj-l'Z.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
- ~~Yif~~ Rock Is Gesh- Qvaft"z:. dio~\-e - mixed
'f'llos\ \o!A) o...~e
~o\nts ru-e C\e.Uf\- Bne..*sVU:\t'lec\, do..r-\<. 8r-e.y
~ono..l M \nov- rock i V) Med.i ~I'Y\ -eo o-rse
'fu.5t p.J. S~Ow\"\ .eJro..l~ 1 \ i~hr £j'fey
~so :r:\-. ~ c\ett.n t'fiO..hil<- \oco..\\y iblld-ed 80°.Jt,. ro~h, rv5ty
DDH PAGE 3 of PROJECT SEABROOK STATION
~------------------- /
- 20. 2 HOLE LOCATION
ELEVATION DEPTH BEARING INCLINATION Loggea By: J. R. Rand 12/u::./72 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES GuQrtz.. dior~te J tc\; D-ted, m;xed Fine. <.2lv-o:\ '~ed do..rk- ,Srey o..nd medlvrf\-
Coo,:r~ \~hter g<-e.y mo.hix- fo\ioJion 5oo.;.6oo d\?
"ock is\resh-hot n.>f:Jj on joints- lew
~\e. joints dip ID0 - 30°
DDH E:.\- PAGE \ of 2.
PROJECT SEABROOK STATION
~------------------
\G. uA I
HOLE LOCATION 20.3ooN 7q,550 ELEVATION BEARING INCLINATION
Logged DEPTH By:
J. R 1
- Ran d \'2.261112..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~--------TT----------------------~--~----------------------------------
'Rcx:k \s fo.irly Y.. x )( QOO.rtz diorite.- 'M\xe.d
- .fresh '"'te~no..lly- 'I. X xy:...,.
ru~\-y eoo..f1rq.5 on Jl I( ~ tt(\e '2JY"O..lr'led I do.rK ,gre.y
~oint phl)e:Sd rod< "' ~~' o..rd I{9hrer 9rey o..-:: $'n()..t)n rf\OOe~fel y ~therJ.: X X l'
+c 1(.5 1-Mcd joiflis- "'X"\
Dip 50° or sfee.per ~ "'
sst> .:ro;nf* ')1. 'I( "'
C\ea.n ~ I"
,. )I 'jl.
--t=------=l~ Rv~+y ChipS )!, ,.
Q uo.Az. d~onle 1 mixed .
t\'1'\e.. 9\'0..lneci I do..rk 9rey Q..l)d cca~Q. e;ra~ned. .li.::ft-etr '
2fe.,Y IVIo:ftiX- 35°-"1D 0
lov.> .
a.r'5\e ~a>\nts@ .r/+o \' .
in\-ervoJS
- Quo.rh. c\ionte m \xed I
~ine gmined 1 do.rk 3~ey o...rJ coors-e.- ~ro..\ ned
\ight~r 9~Y mc.k tyfes Rock ~s only Vo..:jveJY.
fol iofed - fredom1 r-o.ntly CL>d.Set- '()mined mo.tr;x rOck.
DDH PAGE 2 of~
PROJECT
_____s_EA_B_R_O_O_K_r_________ s_TA_T_I_O_N_r_______
/
HOLE LOCATION ELEVATION
--~~~------------
BEARING INCLINATION DEPTH Logged By.:
J. R. Rand 12./7..6/-rz.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 50*~~~-------,.-----------------------.-----r-----------------------------------
Q u:u-+z d!o r; te. - ~xed yY\
h~e.. 9Y?l.;!Jed, do.rk :y*e.y a.rd C.Oo..N.e. 9~W'\d li~'hter grey
'(Y)o..fnx.
Quor-h. d!on\-e, mixed
.f\'re.- a.nc\ Coo..r:e. -2>ro..\V\ed rnc.k {-ype 5 f<o::k \~ \tesh Qua...rt-z. d'ior-~te., ty)\xed
\o~ 0-i'\~e Jo\nh, iihe-ero..ine.d OJid Col..rse de.o..n) di t:> :::l>- 3d' ~ro..il'le~ Cl.$ shewn (O..ve(Q.!je 5°-10°)
No Ru-st lOB' So\torn of 'hole
DDH c.\- G PAGE I of \
--~------------------------
sE_,A_B_R_o_o_K_________s_T_A_TI_O_N_*_______
PROJECT 7q,400 E.
20."306N HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH~------~-----
Logged By: J. R. Rand 1'2../"2-7 /72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~--------~----------------------.----.-----------------------------------
4 -lo of Rock 1
Ouosfz d\o~te 1 '(Y\l'Xed
~'r-.e-9m..ired1 do.rk Ij'fey' W1d co o.YSe - 9 ro..i ned
- li9ht 9rey rno..tr\ X 24' bo\to rn of ho\e
DDH 1=: :L.-1 PAGE\ of 2._
PROJECT _____ sE_A_B_R_o_o_K__~_____s_T_A_T_IO_N HOLE LOCATION ELEVATION !5"/1 1
~-----------------
BEARING......__ _ _ _ __ INCLINATION
DEPTH 159.2. 1 Logged By: J. R. Rand 1'2/1-z./t'L CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o'~--~~~~---------------,,----.-------------------------
Cf ' fop of Rock ......_________________
Qoo..\"\-z. b\ori+e- 'Y!e.divtrl*MI"'e
<;jm'the.d1 medium grey. Vot)ve..
5\,
fo hoJi on 0 h a.~e (5o o.+/-: DIP)
G.LO.rt Diorite 1 0.'5 above -
f~lia.h'cn mofe proYninant @
5d'-l o" t>i~s bot \.b.kiob\e ih
.direc.hon. \_tner gmined -
med;vm*c\a.rk _grey dlcr-i te p:kc.ks ehc\osec\ 'tV\ rned ivM fl'ne..-
<2>n::t.\ned mo.'h--ix Q uo..rh.. d~orile., 0-t) o.bo ve, Bewmi-r:.9 a. ldt\e eco.rser-9mit1ed u,:,it1! dP_.pth. Less obviously .fb[,cJ-ed 1 more
\'YlO..c;!:>ive te.>dvre.
Quo.r.tz.. di ori~e1 as a.bove. 1 bemrne.s ~lt)e£ .gm.ined)
-\btia+/-ed - Some re..nda.cy to b rnak oJor:g srrroth fo \iahon p laJ1eS
- DDH E2-l PAGE~ ot, L PROJECT sE_A_B_R_o_o_K______ ___s_T_A_T_IO_N________
HOLE LOCA TION _____ _____ ____
'5.a/
ELEVATIO_N_...:...\_-_;__!_ _ _ _ __
DEPTH::...__:.\..=.5-~.Cf_.2_/_ _ _ __
BEARING INCLIN ATION ;.,:____ ____
Logged By: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
~~~--~~~~~~~----------~~~r----------------------------
Rock \~ gened!Y , fol ;ot:J
~d h15h ~\ejmt'JtS w1th SmDOth surfa.ce s +end tc occur o.lo11~ 'o\\o..~n QOOx-tz diorite Hne sro.~t'l,(t I
medium Elr;,y, loco.lly ~;-H)
.folioHon @ :45°- <So~ usoo..U y
~teep foho.hc n- in o~nt
~Mif zone @ ni -123.5~ rod<
\s f?lishe& ltjith sl icke.ns\<ie@
\/a.rio0 ~ o..nsles Gl,)wtz. diof";te1 fine gfb..ined 1 med~u~-chrk ?leY- resemble S
- sto.r-ihzed mefo..-qlX\.Y"tzite -
11 we\l fol ioted ih ro~n cut (j)
"10°- 00° d;ps ,
Rock ~'S(\oin\s) on \oh'ohon _
'K )(. t..:>e.re ~e~ '('{)ica.ceou~
- )( ~ )'
.0 6
- 6. v.Je,lded b-reccia_
6::>0 xxx
DDH 2-2 PAGE of I SEABROOK STATION PROJECT HOLE LOCATION_..::;;20""'""-.-_5_5_5_N 7_.;.9_.~L_7'--"5~E_ _ ELEVATION BEARING INCLINATION DEPTH Logged By: J. R. Rand 12/20/72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o~*------~~---------------------.----,------------------------------
12.5' Top ofRod<.
Qoo.x1-z. dior-\re I. rned;uNI:...F(ne..
<jro...ir\e...dl MechvM-g...-ey1 ('()O.J;fSive.
t-exrure.- \oco.llt MtYlor porphyrihc.1 2D 0 -30P low o..n~\e Joints@ .2'- .5'int?.vva._b 32.5' Bottom of
DDH F-lA PAGE 1 of 2 PROJECT _ _s_E_A_BR_OOK NUCLEAR STATION HOLE LOCATION Hampton Harbor ELEVATION__________ - - - - - - -
vertical INCLINAT DEPTH 143 10
J.R. Rar>d Wx = weathered. weathering Logqed By: 5 '16/73 CONDITION OF ('.)RF DIP GRAPPIC LOG DESCRIPTIVE NOTES o':..!-----__,..,- - - - .. - - * -----~---
L>NCo~U 'DATtD O/ER81JROE~.
INDfVIDUAt. BR£AI<5 IN CoRe:- SHowN B'{
C.ROS'-> LIN E:S QUARTZ. DIOR\T£, IN'fE.f<.M. >(E::J)
)l.,v.. flf\JE- (;Rf\INED Dt.R\-\ SRGY biOR li'E-X ENCLOSEC I!~ Mf; \PIX o; X
Yl X Mt'D\OM-CoAP;*:;:.,c GAAit.}fD ~~T
}ll(
X X X G~Y Q.UF\f\R. U6~'1L X X X X r!flf X X LoC.AU...Y fuL\ AlSO. f()WATt -,. 1 Pti x.x X
X X " ABO'Jf n° DIP hYd\R To~ Go!Nb To X 50 ° AS 51-loiAJN l< ')(.
- Xx)(
X. )(
)( )l )< X l< ,...
x x )( nne.
')( X x)(.x lC)()C ~tne.
WtLOE () 0~ FUSED CoN'TAC:fS 1\1PolY'~O\)f Xx'X:
X X)(
xxlC x){x Floc X "X
)( '}( X X )(
XXI(><.
II. X X. X.
Roc.K t5 FRESH- X X MINoR RUSTY STfHM:~C*
'I(
X X AMDH!BvLl TIC.- MASS!VE, to2ALL~ AS SHo~JN Jl\ t.D 1vf.! - coAR'bE , OAR.K ON Jbit-11 suRfi\C.ES GR(t=NI')H (;.(}..['(
CR~'...TAL UNf.
X XX
- .,.,xI( CtlY\RTz Dl 0Rt-rE1 PAR\< ~E:Y IN
,._~,.
flt,)E-{;PJHf~ED DIORITE X X MtCi tH1 Cc:AR.SC L.\GHT y.,. )( GREY QJ/IPJZ DioRITE Mf\TRIX
DDH F-lA PAGE 2 of 2 PROJECT SEABROOK NUCLEAR STATION HOLE ELEVATION_ _~------
BEARING "______ INCLINATION._ _ _ _ _ _ _ DEPTH:...__---,...,-~:;:r--
].R.Rand Logged By:
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 7d~~~~~~~~-----------.----.-----------------------
Ou~Rfz b\o?-tn::.. A'S AB.ovc, 1:. )( {jRJ\DihlS To fiE.D\VH GRAH.JED X.
)( l(
'StJB- M.t,'SSil/£ Q.t.f\R\7- DIDRifE X W!n-1 c::cA1T£.1~E:D FELJ£ti\R
- t. I( SPE.C \<Ll ~JG lJ';CPtLLY 1'5
)(
X X.
SWGfiT/..-Y FoLIAIED XXY.
X
')( X
)(.)(. coAR'S£ GRPtir-.l!;.D 5uB-MA'SS!VE. QL;f\.R1'Z -
}()( 'D lo~ ITt.., f£1JX,f>A~ 'SPEC.Kl..l!\lG -
_X)()( tscC.Ot'i[S 9ROt'11N8\lT
){~ J( ~)(
)(
QoARTz. DtoRtTE, II\JTERI'1!XfD
}(
)(
!( X FINE DIORITE. IN t1EP\Uiv\-c.oARSE.
X X GUART2 D\oR\TE Nf\TRlX Rc:tK F\PPEARS CJ/~ITE-RleHI Al\\D IS WEAkENEtl BY ::b11'~1li.JG A~D t!DDERATE WE:ATHERING QDART~ DlORlTE 1 INTER.M!XE.D -
fiNt DIORIIE AtJD MEDIUM~
COARSE t"XlJ{)R,TZ DIORITE MATR!X-
)(
x x TENDS To MEDI0£'1-FINE GRAINSll Ro<:K loWAROS 8As£ 1 - - s.;n:Qt:tq:. ~ou:.
x x "
---"- *--- 14"31 td-(V SAMPLES roP. Pl\'lS\UlL
\fSTINc;; G(DU::CI\ \'1\(i\L ENGI/IJEERS \N:::;.
5(23/73
DDH F-2 PAGE 1 of 2 PROJECT SEABROOK NUCLEAR STATION HOLE LOCATION Hampton Harbor BEARING Vertical INCLINATION
DEPTH 2 64 5 J.R. Rand Logged By: 5/14/73 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
~------- -------------
U~tJSO\..J DA ff'..D OVEBBU\iD(::;N
DDH F-2 PAGE 2 of 2 SEABROOK NUCLEAR STATION ELEVATION_ _ _ _ _ _ _ __
HOLE L O C A T I O N * - - - - - - - - - - ' - - -
- - - - - - - DEPTH~----==-=---=--:--
J,R, Rand Logged By:S/14/73 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
~~~~----~--------------.----r-----------------------------
'(?ocK !'5 c=ssE~f(t)LLY ;*-'~~ S0~(ST F8l>£.PAWIC,AS A'aoVG.. -
FRESH. :fott-JTS HA\J£ ~ Po5'3! BLV A Lt1Tt..E CoftRS i;R -GRAIIVSD Mlf\JDR STAlN\t~S AI\JI:l """""' ,__ \f..IAN P..8PVG..
Pffi!rE CROST$, J'oi~IS ARE "',._"'
Sffil/rT~D, WITI+ CHLORIW. .,. 8l;.Q:::MrtJG t--\OTTL.GD ~1111 816\lrE:
?AR:TJNG5 DtP ::sd'-10; X - ")( KNon Ar-JD MASSI:-S 't:NCL.Wt:D IN ACRoSS toLIA1'{Q!J. :Jbll\)15 X FELb5?A1lt(C MATRIX. e.oNIORTGD ARf ~.bl l-1..,17\BLY ...- _... fouAlloN. (rv1eTA- VoLcArJit Or) I\?)
\{C);:r ~ ~TArtJG.D x ";'~
~~K \SfR.t:S\-1. y,_...:
'SC~tsT, As 1\e/Jt£ 1 B~C:oMfNG MDR~
Cll!i:>KI TE -RICH R\Rm-X;'S - "',_
ARE ~Pm:,t, f:,U\ - X,.:_"' MeRE 8loTtrE-RICHI FINER*GRAUJED AR& eoA-rt:o wl11+ --;- Bt;.lO(;) 227: l-!IGHLY Cor-J16RTED PYRrn: AND/o~ E:: :- t:'oW ATtDfJ, BUT Re5!S1ANf 1D
?OVJDER p,!>-1) to NO! ~ SRt:AKitJG, Sl-10(.*.) ~c:c:;:;PT SLt PPAGE.
q~te
~ein\e.t Sl~em;des ~W< iS FR£SK. SC.Jli'S~ F5LlJSFPifl.IIC., 81 oTl TE- RIC111
- btN\S t\ND PN~mx;s AR£ LD:r. . u..v Q01l~ HIGHLY Co!JToR'TED FolJATtON.
5UPftR'Y, sfR"iATI;o, \'1\E:DIUI"i-\o HtOIUM-FtNE. G.RAll\1f01 MEDIUM -:DARK GREY. CJ1LORI'ffi fbli5hed- r ANf) P'-/RtTE 0{\) :rotNTS.
-F-=::--~----"'AI pyrite ~fYI::'.O..fM Poliskd 'Reck \5 fRESt\.
'SLIPftR.'-l',
CD SAMPL£::. roP.
PH'(::.I CAL- 11::'511 NG -
G£oTC\lDlCAL Et*-'G/N£(:f6 11'-\C*
. rsjz?J/73
BORING LOCATION N18311 EB8393; INCLINATION Vertical BE:ARING - - - - DATE: START/FINISH _..!J~u!::ne::..!!S,_,,:.1.::,97;_:3:...__/ July 2, 1973 CASING ID 5 ln. to 4 in. to 3 in. CORE SIZE 2-1/8 in. TOTAL DE:PTR _..;3~2!,!!9::_.6~--"f:;.t DRILLE:D BY American Drilling and Boring. 1'. Paquette GROUND EL !MSL) 16. 8 [t DEPTH TO WATER/DATE 15.2 ft I July 2, 1973 LOGGED BY Soil- K. Polk; Rock - J. R. Rand EL. SAMPLE RATE c';";~i~lh orRQD PRESSURE TEST STRIKE, DIP SOIL AND ROCK DESCRIPTIONS MSLhD~e~p~fu~~~~~N~ OF F Foliation r.l ~
computed J =Joint 1fl < (Weathering, defects, etc~) !Type, texture, minera~ogy, and or ADV. l!E!!!. C = Contact 0 ~ color, hardness, etc. )
-4 k No. Reo. lm!n/f Graphic psi 10 cm/aec B = Bedding <.l "l ln.S r-~~~-.---r--,--~------~nnL--,-------r-s~:~;S~li~c~ke~n~a~id~er;rr~~=-~~~~~~~~~~~~~~~~~~~~~-------~
tAl Brown fine to medium sand with gravel pieces up to 4" in size IFill!~
( A2 Light brown medium sand. Clean; uniform: subroundcd grains Similar to SampleA2, but brown.
41 Light brown fine to medium sand. Clean: uniform.
t-20 [ ~5 69 Similar to Sample S4.
[ f'l6 34 Light hl"own medium sand. Clean: uniform~ subrounded grains; contains a trace of coarse sand and Cine gravel.
t-ao [ ~S7 52 Sim Har to Sample 86.
[ ~8 54 Similar to Sample S6.
-20 r-40 [ ~9 57 Similar to Sample SS. -
[ ~10 so Gray fine to medium sand. Clean; uniform; subrounded grains with a trace of coarse sand.
't-50 [~11 74 Gray fine sand. Clean; uniform; contains one 10 rnm size gravel and a few black -
Silty snnd layers 4 mm thick.
[~12 RO Similar to Sample 810~ but contains a 15 mm thick layer of gray-brown silty sand
-40 having a slight organic odor.
l-iiO [iSla 58 Similar to Sample SlO, -
~l4 Similar to Sample SlO, but gray-brown.
E SI4A 29 15 TOP OF CLAY Gra.v fine to medium sand. Clean; uniform.
t:-'7o [~15 11 Gray silty clay. Soft: medium plasticity and sensitl\'ily; contains several sllt and silty ftne sand layers up to 75 mm thick and one 20 mm thick black organic silt layer.
Silt and fine sands layers give a very fast reaotion to shaking test.
[~16 48.2 ~~!~r~mi'c1;;?*1J.W .~it to soft* mediUm to high plasticity; medium sens!ttvlty:
-60 contains a few fine sand lenses up to S mm thick. s ttori {),10-0.13 tsf
!:-ao [~17 to Sample S16. su (tor) 0.17 taf 0
41.9 Stmilar
- [~18 44.6 Similar to Sample S16, *u!tor) ~ 0.16-0.18 tal -
90 [~19 ae. s Similar to Sample 816. s ltorl u
0.18 tef -
[ 20 Similar to Sample 816. suitor)~ 0.19-0.21 tar
-80 34.3 Similar to Sa111ple 816. suitor)~ 0.20 tsf -
[ "22 34.2 Similar to Sample 516. *ultorl = 0.17-0.19 tsf
- 28. B Similar to Sample 816. s ltor) u
- 0. 23-0,30 tsf -
-100
[ 24 34. 8 Similar to Sample 816. "u ltorl = o. 19 U.f 30.9 TOP OFTJLL 1- Similar to Sample 816. "ultorl ~ 0.15-0.18 tsf. fLoat 20 cu. ft mud@ 125 ft) -
[ 26 102 Gray silty gravelly fine to medium sand. Widely graded; oonts.lns angular gravel pieces 'f!Matitfe'Wlllila'U.l-~hl. 128 ' 10" I-13J: ~X-1 100
~~lf:r tWFrate wx. May be boulder in 129 , 611 ~M,.a""y'-be""'-.,to,.p'-'o,_f_,r,oo"'k,_,**----:1 bit, no TOP OF ROCK reooverv """" 'T'~n * ~. on *=1<
NOl'ES N - Standard penetration replotanoe, blows/ft Bee - Umgt.h recovered/length cored, % A Anger sample SEABROOK STATION RQD Length of sound core 4 ln. and longer/length cored, % PUBLIC SERVICE COMPANY OF NEW HAMPSHmE
!il S - Split opoon sample ~ Groundwater
- 1) s (tor) = Shear strength measured 11 with Torvane, YANKEE .ATOMIC ELECTRIC COMPANY C#~.~Y!~*- . .
~ U - Undisturbed oampleo l<<l S - Shelby tube N - Dentoon F- Fixed piston P Pitcher 0- O..terberg G - GEl Date* Ootober 4, 1973 Projoct 1286 D
wx
- Drilling break
- Weathered, weathering k - Coefficient of permeab!lil:y PAGE of I LOG OF BORING F4
<P GBOTECHNlCAL gf'IDiNEEI\8 INC.
BORING LOCATION N1831L E88393; INCLINJITION Vertical BEARING DATE START/FINISH _ _:J:::u::ne::...::.B*:_.:.l9:._7:.:3:___/ July 2, 1973 CASING lD 5 in. to 4 ln. to 3 in. CORE SIZE _ _:2:._-.:;;1:.../8::...::1n::.*-- TOTAL DEPTH __::!::2:.::9'-',6:___ ____,ft"- DRILLED BY American Drilling and Boring T. Paquette GROUNDELrMSL) 16.8 ft DEPTHTOWA~TER/DAT 15.2 ft/E July2,1973 LOGGED BY So!l - K. Polk: Rock - J, R. Rand EL. SAMPLE RATJ~WATTER OF ENT orRQD F Foliation "'[2 SOIL AND ROCK DESCRIPTIONS MSL Depth Type N c; < {Weathering, defects.. etc.) (Type, texture, mineralogy, and or ADV. .&E!!!. 0 ~ colm:t hardness, etc. l 4
rt ft No. Rec. mln/f % Graphic psl 10- :~;~~;;::~ij~~i~~~~~~~~ij::::::;:;:;:;:;:;::;::;J
//lOO ~ :'-'lllPS ~~,-;:;
NX-3 106 2. 6 64 / 2tf- 35. Many law-angle v _<
partings are smooth. '?: "~
-140 150 NX-4 99 2* 7 ' ;';5
~
/
/
/
/
Chips-angular Fairly fresh. May be slight wx of feldspars. Partings ar ...._.v .~
powdery, but not rusty.
x ......_*
- As above, gneissic schlst. Medium-grained, weakly foliated.
Dips NE? -:, ,......~
Angular chips- Even joints intersect ""- """"'
0 NX-5 100 2.4 43 of intersect- at about 90 ;:-_ ~
P:n~ smooth even lfJ~kselightly Becomes moderately l._r-->~
r~g~. ____w_e_a_th_*_r_e_d_,_vu_g_gy_.--1 ::: : -
r---::-
170 NX-6 75 2. 6 34 45'
~~~me wx- Weathered, moderate 173 ,Ap"prox contact depth-dip sandy to extreme wx at dis- + -r ~~~f:~e wx 0.1. utauase JUS , ~ww Moderate- continuous \ Diabase. Dark gray, fine~grained,
-160 severe wx shown. Not rusty, Ex-- .~ ..f.
NX-7 93 25 Chi treme wx-decornpos:ed with scattered dark green olivine
-lSO 2.n 0 1/ / / ~ Ext~e:me \~'X to .snft granular 1 un- + specking. Olivine wx to tan speck--
NX-8 NX-9 82 110 4.5 0 Chips-moderate consoHdated. Rock +* ,\.- ling. Massive texture.
to severe wx crumbles at extreme + Note Rock appears to be closely _
- ~~~!me wx.- wx; is seotile~ soft at .1 t
- jointed, but does not show evidence severe wx. t of shearing. Joints frequently at
- <"X-1 61 B. 9 crumblss ad't suggesting 80° dip on dike
-190 -
!Chips Extreme wx- Weathered tbroughout 1 *\ ;
jcrumbly,earthy moderate to extreme.
, iW::~{Jal, black but prednminaWly se-
-160 t,_, "" 5. s '"Chips vere to extreme, soft rook chips to crumbly Chips ~~t~lj:fa1~ed earthy
-200 Chips NX-12 95 5. 7
~Quartz-feldspar veining Slightly to moderately wx.
-~ ,
_ ~ 03' 8" ~~~=~.~~7~f. appears w oe NX-13 102 3. 4 42 Moderately to ex-Chips tremely wx-looally .--.- -:" ~~J~~ ~e~:~c~:tg~f;:~ic gr~ine:k medium gray, not _
Chips g;~~tf; ~5a~~!:j ~~S / -- 12.5' tiCJiigff'z 'reldsoar in contact zone NX-14 35 4.9 ~~:~:~ ~~A~e:aerili;*t;s~;u$tli}l ;re~.;S ; : Cf%~tr~~ ~~r:,t,~~~~: 1seen-may oe a
- lost material erately wx rock. -!"'"
-200 Diabase. Dark gray to sub-black.
Fine-grained.
Extreme wx t '
NX-1 74 5.5 earthy Becomes less wx-sHght to modei'atc + Apparently out by closely-spaced -
Chips-slightly wx. Some rusty high-angle joints. Not apparently NX-1 67 9.3 to moderatelywx stain on joints. broken by shearing.
NX-1 50 8. 0 1.5 oore lost 1
NX-1 11 12.0 Core lost-probably NX-1 7 12. 0 extreme wx 0 ///
ro-23C NX-2~ 46 12.0 0 Extreme wx Locally fresh inter- r +
1r// /
"* 2hips NX-2 70 10.7 9 nally, but subject to +
NX-2 93 9. 0 ///
i mode rate wx on joints. +- r
-220 0
" I Extreme wx 1-v/
NX-2 100 7. 3 0 /// li..'xtreme wx
-24 Chips Locally fresh internal. +- r Diabase, as above. Fairly fresh. -
but subject to moder- t" Olivines not discolored except NX-2 100 a. a 57 ate to moderately se- t' T locally.
1011 core lost vere wx on joints. +
-25(
NX-2 42 7.0
- 7. 2 Chips
+ t j -
NX-2 95 62 Chl~s-falrly fresh
+
NX-27 96 8.3 17 ~// 1Chlps-moderately l- ~
0/// -
-240 wx NX-28 87 ?.0 J.
-26 Chips-internally Fairly fresh to slightly + + Diabase. Locally has angular NX-29 67 6. 0 8.0 LL/ slickensided wx. Conchoidal sUck- feldspathlc inclusions.
V// -
NX-30 100 ensided surfaces lo-
- ~~=!! 1::
Severe wx cally ." Chlorite con-9.0 16 centrations(?}
B. 0 r//
-27 X-33 100 5.2 30 Chips-fairly fresh 26
().. ~f34 -_3 5 59 60 36 1 00 8.2
- 7. 7 12 ** 0 0
14 ~
0 v/ ~ Chips-internally Fairly fresh inter- * -\
sl!ckensided on con- nally, except lacalv
- <ohoidal surfaces goes to moderato to Diabase. Dark gray, fine-grained.
-f- +- Olivine crystals fairly prominent. -
-3rr. 2 ~=~~'?t-~*6L7;-rlu~~*~g~-~00Lf~~~~;----i--------;-----------~~,---------------ex_t_r_em __e_w_x_._____J__ +__-L--------------------------~
I N
Reo
- Standard penetration resistance, blows/ft Length recovered/length cored, %
NOTES SEABROOK STATION RQD - Length <>f sOUDd core 4 ln. a.nd longer/length cored, % PUBLIC SERVICE COMPAI'1Y OF NEW HAMPSH!liE
@ S
- Split spoon sample ~ GrOWldwater YANKEE ATOMIC ELECTRIC COMPANY 1<1 U Undiaturbed *ample*
~ S
- Shelby tube ' N Denloon t/1~~*---~
F- FIXed piston P - P!l<lller 0- Osterberg G - GEl Date: October 4, 1973 Project 7288 D
wx
- Drilling break
... Weathered, weathering k - Coefficient of permeahil!l;y PAGE of I LOG OF BORING F4
<1> OSOTBCHNJCAL ENGINEERS INC.
BORING LOCATION N18311, ER8393t INCLrNATJON \~ertical BEARING - - - - DATE START/FINISH _ _.J>eunwe._,_.B'--'-'19'-'7-"3_ _ / July 2 1973 CASING ID 5 ln. to 4 in. to 3 in. CORE SIZE 2-1/8 ln. TOTAL DEPTH _.::;3Z::.:9:.:.*.::.G_ _f:.:.t DR!LLED BY American Drilling and Boring, T. Paf!UCtLe GROUND EL IMSLI 16,8 It DEPTH TO WATER/DATE lo. 2 ft / July 2, 1973 [.,;c;GED l3\' Soil- K. Polk: Rock- J. 11. !1and EL. SAMPLE RATE c'3~1~1h or RQD PRESSURE TERT STR!l<E, DIP St'OTES SEABROOK STATION RQD - Length of sound core 4 in. and longer /length cored, '1 PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE
@S - Split spoon sample ¥- Groundwater YANKEE ATOMIC ELECTRIC COMPANY t.l U - t'ndlsturbed sample*
0
~ S - Shelby tube N- Denl*on C#~~.!!'!!!!.~*----..,
F- Fixed piston P - Pitcher 0- Osterberg G - GEl Date: October 4, 1973 Project 7286 D
wx
- Drilling break
- Weathered, weathering k - Coefficient of penneab!lity PAGE 3 of 3 l LOG OF BORING F4
<t> O{;X)TECHNtCA.L EN01NBERS INC.
BOlliNG LOCATION N16553, E90235; Offshore INCLINATION ~ BEARING - - - - DATE START/F!NlBH _,N,ov:.,:._,lO:;::. .J.'-'l'-"9'1.:.;3,__/ Nov. 14, 1973 CASING 1D _......:3:...:1n::.*:..__ CORE SIZE 1-7/8 in. TOTAL DEPTH _::.24.,3::.*;;:.6_ __,f:::.t DRILLED BY War...... Georg.., lno6 , P. Schaeb!e, J. Hauls GROUND E L IMSL) -9.1 ft DEPTH TO WATER/DATE Tidal ft I LOGGED BY SoU- K. Polk; Rook- J. R. Rand STRIKE, DIP EL. SAMPLE RATE C~~i~~ <>rRQD PRESSURE TEST !:! SOIL AND ROCK DESCRIPTIONS F = Foliation <4 8 ~=
MSL Deplh Typs N OF Computed J =Joint Ill< (Weathering, dafeota, etc.) (Type, IUiuno, mlneraiO&Y, I:Uld or ADV, !!!!!!. -4 k C = Contaot oolot" 1 hardneaa, eto.)
ft ft No. Reo. ln/f 'l\ Graphic pal 10 em/sec B =Bedding
-9.1 L Sl 33 2) Llght grey fine sand. Uniform; clean.
None
[ S2 51 Gray medium to coarSe aand~ Uniform: tllean; el:ubangular to ~rubTQUDded grains.
Gra,y-brown gravelly sand. Widely graded; sl!gbtly allty; Bdbangular to subrwndod -
-20 l-10 [ S3 *145 grains; contains several gravel pieces up to 25 mm. in size.
[ S4 67 Similar to 83, but sand Is mostly fine to medium grained, 1:"2° [ S5 69 Light gray fine to medium sand. Unifgrm; clean.
( S6 65 Similar to Sample 85.
-so E"s 0 NQ-3 94 5.0 49 f!'Q-4 102 5,0 55
- -iJO INQ-s 1oo 4,0 85
-so ::-'1°
~Q-6 99 6. 0 97
. )' )(;."
-so ~Q-7 100 8. 0 81 '"!( 'A ~
..,llli ',:*
Frssh and hard. Drills
!NQ-8 100 6,0 96 well, Minor -surface wx 7!, ~ )( Diorite ( ?) or fe!dopathlzed effsats an some partings, ~ ~ qualtzlte (?). Fins-grained,
')( -1.
- quartzoole, promlneut foliation _
-100 -so 1::: Pyrlts ahowll>g high, but quite X" variable dlpa.
!NQ-9 100 4,0 90 Graphite( ?)-dips 63° . X!".~
!abed sliokensidea
~ X Diorite. Quartzose and locally IT Uehed allcken.atdoa > foliated. FIJ!e-gralned, med-: _
-10 ' lum 11"13* Local minor blu.eh-Fresh and hard. Drills 1NQ-1o 1oo 6.0 70 well. Some mtnor wx ef- " big Pyrite feats on joint *urfaoes. >
- c-Sltckenslded INQ-n
- 0 -
50 85 Joint ~ tai"Top 2. 5 1 of diabase Is ~ .lll. ** dips about 25 -
-120 uc 1oo 6.0 v.
bleached, hard. r - :l!leaohed Diabue, Fine-grained, D
4 -+ +- ++
grades to dark gray below
!NQ-12 98 5.0 97 ~ * , hloaohedz011e.
N63E, 62SE F 17 6 Minor wx * * ' Diorite, Fine-grained, med-
- 1.',*
t-12 ( !NQ-13 1oo 4.0 65 N32W, 4()SW J ~ Slickensides Fresh and hard. Drills v imn darit gray. lrregulatlY N'IOW, 38SW F Conchoidal k !do d i ,.
- foliated lhroughoot.
NlSW, 76NE S Pyrlt llnken we 11
- 811o """ a o I 14 100 6. 0 83 ,~ sidese-s - :not appear recent, are ","' ~ ~,
NlSW, 58NE J I commonly an irregular* '1:: *.,. "'
-140 -l 15 100 5.0 85 11 o.o interlocking surfaces. , *~.. ~ ,.
16 100 6, 0 100 r---~rrt3 o. o N21E, S5SE S
~ Fresh and hard. Drills I > "
' ,. 1 17 75 6.0 0 18 98 6,0 88 !:: well, Joints and part- 1 ' :* ,
!ngs are looally slick- ** ., Fused, welded
[:
IF en.aided- 144.5 1 aliok- ** ' breoola 19 98 5. 0 88 N20E, 28NW-8 -Polished elll!ldea. High polish, ~
-m~9 Y&~~~-=~~~~~----~F£~======~~~~~~~~~~~------~~----~==~------------------~
N Reo
- Standard penetration reulatanoe, blows/ft Lenglh rscovered/lenglh cored, %
NOTES 1)- Roller bitted to 40,5 ft SEABROOK STATION RQD Length o! sound core 4 ln.. and longst/lsnglh cored, %
PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE 5J S - Spilt spoon sample i- Groundwater 2)- No clays present; lhersfore no wetsr contents were determined.
YANKEE ATOMIC ELECTRIC COMPANY
~ u - Undisturbed sample*
- 1 s - Sh"lby tube N - Oenllloo 3)- This Ia only a partial list of dip and strike data.
-~!~'..!!.'=!*-"'
F- Filled piston P - Pltehsr 0 - Ostarberg G - GEl * - 300 lb. hammer used. Dl.ts: November 23, 1973 Project 7281 D - Drilling break wx - Weathered. weatherlng k - Coefficient of permeahU!ty PAGE 1 of 2 I LOG OF t!ORING ADT 16
<t> OEOTBCHNtC.U. BNOlNSER.B JNC,
BORING LOCATION N16553 1 'E90235; Offohom INCLINATION ~ BEARING
DATE START/FINISH Nov. 10 1 1973 I Nov. *14 1973 CASING ID 3 111. CORE SIZE 1-7/8 !n. 1t TOTAL DEPTH 243.6 ft DRILLED BY Warren Gecrrg;e 1 Ino.l P. §cbi~bl~ J.~ lliiii§ GROUND EL (MSL) -9.1 ft DEPTH TO 'nfATEil/DATE Tidal It/ - LOGGED BY Sot! - K, Polk; !look - J. J.l. Rand PRESSURE TEST STRIKE, DIP EL. SAMPLE RATE c~~~ orRQD SOIL AND !lOCK DESC!l!PTIONS OF F
- Foliation "'[@ (Type, texture. mineralogy, MSL computed o:;:j {Weathering. defects, eto.)
~.
N J =Jo1Dt ADV.
ft d or Rec. In/~ % Graphic
~
pal 10"4c';,./oeo C =Contact Be Bedding 8fll oolor, hardness, etc.)
I 0 S
- Slioi<enB!d, CONTINUED FROM PREVIOUS PAGE
~Kl. "'
~ ~l
-6.9 ~ ~
N81E, 3fiSE J NQ-2fj 100 s.o 70 ~.
I< k )<;
-160 150 o. 0 Fresh and hard. Dr!lls . '
- Diorne. Fine-grained, NQ-21 100 4.0 97 N42W, BONE J well. Only very minor ..,.x >'-,..., medium dark gray, 1rregu-N 5W, 76NE S wx effects on joints >.
1, "' "",.,
,. larly foliated throughout.
N OE, 44NE J and partings.
NQ-22 100
.,_:.t:.
5.0 86
- "F--t~'f": Diabase
~60 Pyrite " >'
NQ-2 100 5.0 94 I 'y,>y :0:
N7BW, 60SW F >
X N26E, 71NW F. 1-x NQ-24 100 5.0 100 Fresh and hard. Drills! )( ~ x
- 166. .
m~~: ~~~J well. Diabase Is tan- j"f-.;:*--168. , Diabase. tlnbleaohed.
- -m fL ~
maw, assws 1'*
-180 NQ-25 100 s.o 69 bteaQhed, but adjacent 1
~"t: ~~" 170.3' ~;~~~":~ c;~:::he~ ~!~ Fine-N20E, 70SE C diorite Is not bleached.j+.di:=>Diorlte <ITained Hard
- o. 04 NSOW, 40NE J Slllll't contacts* .L:!._ 173*8 Fused contact dips ail" NQ-26 100 5.0 100 " ~'
~-*ro""*
r J.I N82W, 4BNE F Oh-. -
!-lSO N73W, 30NE J x )'t .,., medium gny.
>. ~
NQ-27 100 6,0 87 N21W, 49NE C ;. * ',< ,Icreg11la:r fused intrusive contact 183 5
~
Slickensides- Moderately to severe "~-*~**!Fin~ Diabase. Tan(bleached)throughout.:
NQ-28 100 4.0 61 N55E, 80NW C Apparently wx, Softened. Locally,' t_,.. +'f +coarse welded weak. i-t4:...<t. x High angle, fused fault ( ?)Contacl:
SlickeMides
-200 tt90 NQ-29 100 s.o 80 .45 N88E, 34NW S I '...:._:_ ** Fu d Quartzite(?) Thinly follated, -
Pyrite Fresh and hard. Loo-a~ ' . *- se . variable dips. Fine-grained, 189.0 o.os slickensides ~ breccta medium gra.y.
sliakensided zones
~~i~: ~~~~ ~ '*
If**"*
appear to be old, Re- I _..: ,
- NQ*30 99 5.0 90 Quartzite, as above. Well N20E, 64NWJ I" lated to folding, foliated.
~00 Pyrite Fused !eldspalhized contact NQ-31 100 6,0 88 N88E, 46NW J Bleached Fresh and hard. Lo-NT5E, 21SE J 11 bj t t ~ Tan aphanitic rook-quartz eyes.
Moderate wx
~
N88E, 44NW S :: t!'O::ra~: w~ :.rr,.. ~ Quartzite Bleached (hydrothermal?).
NQ*32 97 5,0 80 x, ~ > Diorite. Mixed medium fine Moderate wx on joint surfaces.
-220 E-tto NQ-33 100 5,0 67 N12E, 55NW J N57E, 12NW S N75E, 51SE J Highly pol!Jlhed sl!ck- \ / .;. Grsy quartz diorite. Coarse-Highly poi!Jlhed :~l~;.e ~t 113'. Also ~XS<,Y. ~;~::~bed :~:~:!~~~utz diorite and O,Ql! 6 N64W, 64NE S smooth sltcken-sides, dip 60Q )'. *" ~
NQ-34 100 5.0 82 NIOE, 65NW J Highly pol!.ahed Hard, but bleaobed ':,~21?.6*
Diorite. Bleached throughout.
~I N16E, 34NE S 1:- slickensides throughout to light X X to light greenish tan, Fine-NQ-35 100 5.0 87 Slight wx greenish ta.n. PrestnnE 1 '11.., ; !..
Nl2E, 32SE S r
D hydrolhermal bleach, '(. X " grained quartzose. o NUW, 3SNEJ '~< ~2 2:6.0' Fused contact dins about SO Hard, but ble*ohed 2 5,{)
i.,..
NQ-36 100 91 N57E, 88NWJ i"l" .,_ Diabase. Bleached to light 0 throughout. Drills ' '1-1' well. Minor surface + greenish tan. Fine-grained _
~
Slight wx
-uo ~3 ~Q-37 100 5.0 52 ~8 o.n N44W, 74SW 8 wx etfeota: on joints. ~ + with darker green mineral N90E, 368 J .loi.nte a.re not alioken- "" + -t apeckl!ng
- N45E, 42NW J sided. t-+-
N'Q-38 98 5,0 91 N23E, 76SE c 238.6' .,, * .,.., ..,..., .... ,1, !in 1:-e* NQ-39 100 5.0 100 i-
- J(
y."
)'< ....
Diorite. Bleached. Fine-grained. greenish tan,
-lilll.7 ~
BOTTOM OF BORING 1-1- X Note: High-polish "joint" at 213': strike N45W, Dip 6i"NE 1- t- -
E- ~
1-1:-
N Reo Sl.t.lldard penet.ro.tlm Noilllamle, blow1/tt Length recovered/length oored, %
NOTES SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHmE RQD - Length of oound core -i ln. 1111d longer/length cored, %
!a 8 - Spilt opoon oample ; Gr<IWldwater YANKEE ATOMIC ELECT!liC COMPANY
~
~
U - UDd!aturbod oampleo s - Shelby tube N-Dea!a011 Q tnlbld 811gi11881'8 *-~
- ""**'<'<>IP*VI-C.."'n""
F- Fll<ed pilii<Jn P- Plt.ober o- oaterberg G-GEI Date: November 23 1973 Project 7286 D - Drilling hroak k - Coeftlolent of wx - Weathered, wealherlni: permaahllicy x: - Oriented core. PAGE 2 of......L_I LOG OF BORING ADT J6
BORING LOCATION N1667l, E90280; Offshore INCLINATION ~ BEARING - - - - DATE BTART/FINlllH _ _,J:.::llll:::.*:.....c4,'-"'l9'-'7..:.4_ _ / Jan. 7, 1974 CASING ID ---'S::...!!e!n~,- - CORE SIZE 1-7/8 !p TOTAL DEPTH _..,g,..,o.._a.__ _,ft;:. DRILLED BY Warren George, lnc. ; P. Scha.~ble J. Harris GROUND EL !MSL) -4, 0 ft DEPTH TO WATER/DATE TidAl ft I LOGGED BY 5p0 - K pglk* RAAk - I R Band SOIL AND ROCK DESCRIPTIONS rwe~ring, defects. etc.) (Type, texture, mineralogy, color, hardness. etc.}
1-10 -
-20 1) 1-20 -
ao -
TOP OF ROCK 33.. '( ){ 'J(i
- 2) Pyrite
-40 Fresh and hard. DriU.s " >' Diorite. Fine-grained, medlurn
~
wen. Minor surla.ce wx dark gray. Generally massive X )'
NQ-1 100 5,0 53 ~
effects on joints and pllrtings.)'; )<. Y1 texture.
40
-v;. 'V:
Slight wx Fresh and hard. Dr!!ls
~
i ). y ..,
NQ-2 100 5. 2 68 well. Local slight wx > ¥'
partinga. Partings dip
- v
/
- -so D to 20°
- Few high angle y .,
joints. '
~*~~- -
0:;:*
-60 NQ-3 100 5,3 71 Slight wx Ooen conta.ot dtos 30° Diabase. Fine 1 dark gray f:-so Ooen contact dins 2SO NQ-4 100 4) BS Dlnbase~ Fine, feldspar spots.
Ope-n contact dlps 3tf'
, Slight wx E-;o D Fresh and hard. Drills Sligh! -
bleaching well. Joints and ~artings effect NQ-5 100 100
-.~. 1" ..._
are not wx. Not Diorite. Fine-grained. medium
"~
-80 dark gray. Irregulnrly foliated E-eo NQ-6 1oo 100 1- ~"
throughout~ Some very vague b1eaclling effects, 84-85 1 * -
D
~"
~7
'~
.,. ' Welded breooia NQ-7 100 63 biO 100 100 Fresh nnd hard. Drills Minor bleaching NQ-8 ve-ry well. Poliohed slick- > "
enaides at 98. 6' on 60 foU- > " Diorite. Fine-grained. medh.nn 1
-100 NQ-9 100 80 v ation plane, Apparent minor*.!2"!__" dark gray~ Locally !oliated.
Polished hydrothermal bleaching at ){ ';~ ~
bo / slickensides 92'
- Joints are clean. ,..::_. ~
~" ' Ooen contact dips ali'
~102.
NQ-10 100 80 l 1 +-<- 1 Chill zone-brown 4- ~ .t-: Diabase. Dar\§ftfr. fine~
i-11 1- +- t-.l-4--..
- r*;~:::;1 Diortt~sed diorite inclusion at gra
- lL D Fresh and hard. Drills NQ-11 100 78
+"!-> 109. a - no. o*
well. Joints Slld partings Diabase is fine-grained, dark
/
SUbve:rtioal show only very minor sur- !+-+-"+-+ tl
-120 gray, sub-b!ack throughout, joint face wx e1feots. Brownish at chilled contacts.
/
100 ' 75
+ +- ...
!,_\ . . "
NQ-~2 b2 D
....1. f-'~+~ Prominent 6)
It- * + .. ; 1 feldspar
... t- f" spottjng !
NQ-13 100 98 N62W, 61NE J N79W, 25NE J 1"+
Fresh and hard. DrtliB
~~~.. ~~11! ~
d-t<~-t>;.j E
b-13 Fused contact dips 71' Chilled NQ-14 100 5) sz Minor vuggy well. Graphltic partings t" ... t- ...
NllW, 63SW C GTaphlte 136 1 to 138'* appear pol- ~132.
Diorite+ Quartzose. Fine-striated !shed. hlt are not on '"I~
-140 N76W, 39NE J "'> grainedt dark gray with irregula!
n NQ-15 100 98 planar surlac-es~
Polished contorted foliation throughout.
N 'TW, 4llSW J ' '>
't_"'
~
graphite No meaningful dip direction.
' '~ '
~
E'l4 N78W, 23NE J NQ-1 100 87 143.
N
- Standard penetration """illtanoo, blowo/11 Reo - Lel>gth 1'6covered/length cored, %
NOTES
- 1) WIUihed thTOUj!h soil to 33.5 ft.
SEABROOK STATION
'l\ PDBLIC SERVICE COMPANY OF NEW HAMPS!IIRE RQD
- Length of ooo.nd core 4 Jn, and IOIJ&'er/l""gth cored, i No sample taken~
!i!
tl tniiBd 8 Bpltt opooo . .mpla Orou.ndwater YANKEE A'I'OM!C ELECTRIC COMPANY Roller bitted to 34. 8 ft.
§ u - Undllllurbod oamplea 2) 81IQII181118 ..,**,,.__
5 Shelby tube N-DoDIIallll 3} No clays present, therefore. no F- J'll<ed pill too water ooutento were determined. *-""'"""'-~~
P- Pll<lher 0- O.lerberg G*GEl 4) Drlll!Dg rate* for NQ-4 thTOUgh Dl.te: Janua,y 14, 1974 Project 7281 NQ-13 are 5 to 7 minutes por ft.
D wx
- llrllllnll breok
- WN.Ihered, weat.borlnll k - Cooll:lctent of p&J:meabillty 5)
- ~i~!::~:'fo !~~~. PAGE 1 of 2 I LOG OF BORING ADT 16A
BORING LOCATION _.!:Nl!-:6!:!5~7.;:;1,_,,::E;::;90;;::2:,::B;::;O,_;O:::.lfB=h:.::o.;:;re::,_ lNCLINATION ~ BEARlNG - - - - DATE START/FlNISH _J!!!an!!!!.*..:!4:a.*...!lc!!9.!.:74'--/ Jan, 7, 1974 CAlllNG m __3"-"in:.:.*-- CORE SIZE _.;:;1;.;.-7:.L/.::B...!tn,..'-- TOTAL DEPTH _ _:.24~0:.:,;.32,_......-f!!:.t DRILLED BY w. * "* " - Ina.
- P, Schaeble J. Harris LOGGED BY Soil- K, Polk; Rook- J. R. Rand SOJL AND ROOK DESCRIPTIONS (Weathering, defects, etc.) (Type, texture, mineralogy, color, hardness, eto.)
I
~**~--~--r-~---+-----,r-~r-----~~~~~~+---------------------~~--------------------~
NQ-17 100 JiUl: iW£i"' tJ N45W, 27SW J Fresh and han!. Drills I"\_'.,1 very well~ Joints and >~ v"< "'~""~~.Orient Dio:rite. Fine-grained" dark N60W, 25SW J inga are fresh, not bJ. 50 NQ-18 100 100 ens ide d.
- )'. } ')I- gray quartzose. Irregularly -
.')("' y..,"
~' ' foliated throughout.
NQ-H 100 100 -
-160 N25W, 56NE J l'
- 8-ao N61W, 35SW J "' ~
NQ-2C 92 92 ~ l\ Diorite. ~*me-grained, dark-N84E, 67SE F Fresh and hard. Dr!lls N11W, 18SW S well. Joints and parting~~ gray. Irregularly foliated N23E, 50SE F
)
alean, Tends locally to throughout.
~
NQ-21 85 N47E, 76SE F part on high-angle foliation.
N25E, 76SE J-
- '17( !NQ-22 98 NQ-23 100 lot
~5g~. i~~ i .' "
Foliation .:X:)< '1' Minor Diorite. Coarse-grained, N74W, GONE J W
-180 1< Bleach light greenish gray grana-NQ-24 100 87 Shows minor greenish hydro- diorite. Some minor hyd"ro-NQ-25 100 100 NllE, llNW J thennal b1eaching. Hal'd. :t\*,: ~ thermal alteration N 6W, 24NE J ;::***~*y: Diorite( ) Fine-grained, med N21E, 20NW J .;_'-).:-/ Ooal'Be ~':::rt~'j!; f,jY
- May be fQ-26 100 100 N71W, 37NE J On foll- Fresh and hard. Bleached J,i <:t1190 , 1 Veined contact dies 6ft'
~90 atlon locally hydrothe nnally. r t- + O!ahase. Fine grained, bleached N36W, Vert.J Joints and partings are not ;- r Bleach tannish gray. Bleaching digs fQ-27 88 slickensided, +-++./: out at about 196.3' _
-200 N 9W, 63NE
- Seoomes Diabase. Fine-med. dark
!NQ-28 102 IS (!1=0..;!' dark gray gray. Fused contact dips mf
- -eoo ~Q-29 too Bill: lrll\1 N36W, 60NEF Not wx. Subject to hydro- \'>< >< )'
thermal alteration. Bleoch-'1 " )<
lng. Joints and partings not ~
198. 8 Bleach Possible fault-Grnnod>onte. :*t~::n coaraeh-gralne
- lb..t N2BW, 52SW S Grout sl!okenatded. Y. .,. '>' tight tannls gray
- talc ,Y.-,'>' Y Bleach
~Q-30 100 N lW, 51SW P ll< ,;~';:' Fused fault(?)
~10 N49W, 29SW J-t',*. '>< Quart*!te (?)Diorite. Fine- -
~Q-31 98 *n' "" grained llght brownish Fresh and hard. Drills well. , y v Quart~-feld- gray.
-zao
~n~: ~~~~ ~.';."; spar peg. Diorite-granodiorite.
~Q-32 100 N58W, 58NEC
~ " '-i " Bleached Medium to mediUm-
- -a* ~Q-33 93 Dl N32W, 36SW J N SE, 668E J Locally bleaobed (hydro- ~ ~ "
thennal alt.eratlon) but le not\< ~;
fine grained, light tan"":
nlsh gray (due to hydro-materially softened. * > Bleached thermal alteration),
1
~~;~: 1!~3 !)<"
- X rzi::i:
Locally Wlbleaohed.
at
~Q-34 98 78 Pegmatite f ~ Bleached diab!U!e Fused contact dips
- -zs NQ-3! 92
~3~: t~~~ F-resh and bard. ",. ... 11230.
~ ,. ,. Bleached Diab ..e. Fine-grained, N72E, 65SE J Freoh lGO r .f. +J Not light tannish gray.
NQ-3 100
- !. +.'JBieaobed DlabW!e. Dark gray *
.;-+"\'
~ NQ-S 83 BOTTOM OF BORING N - Standard -tratloaol .,........,,, blows/fl.
lleo - lAIDgth :reooverecl/lolqth cored, %
NOTES SEABROOK STATION
- 8) Thle IB only a partial list of dip and PUBLIC SERVICE COMPANY OF NEW HAMPSHmE BQD - or aOWid oon 4 111. Uld t...,.r /length oared, % strike data.
J I..ongth 9 8 - Spl!t apoon Blmplo Or<lWidwater YANKEE ATOMIC ELECTRIC COMPANY
~ U - UJ>dl.oturbed 1ampl*1
- 1 S - Shelby tube N - Dtml.ocm t/1~.~!!!~*--
F- FIXed p!Jitml P - 'Pitober 0- O.terberg G- Gill Dal.e1 JanuaiY 14, 1974 Project 1286 D
wx
- Drlll.lllg break
- Weathered, weathering k - Coefficient of permeabUtty x - Oriented oore. PAGE 2 of 2 I LOG OF BORING ADT 16A
BORING LOCATION Nl6545, E901B5; Offshore INCLINATiON~ DATE START/FINISH _.:.Jan='-'8""-'1"'9;.:.74.;.__/ Jan. 14, 1974 BEARING - - - -
CASING ID _ __,3'-"'in,_._ _ CORE SIZE -"'1-'-'7.t./8"-"!n"-.-- TOTAL DEPTH _..:2::!.40::.:*.::0_ __,!;:.t DRILLED llY Warren George, lnc. i P. Sohaeble, J, Harria GROUND EL fMSL) -8.3 ft DEPTH TO WATER/DATE Tidal ft/ LOGGED BY Soil- K. Polk; Rock - J, R. Rand EL.
MSL SAMPLE Depthl'I'and ype N RATE OF C~~u~ erRQD PRESSURE TEST Computed s;~r;!;,.~:!;
J ~Joint SOIL AND ROCK DESCRIPTIONS
<Weathering, defeotst etc. i f1Ype* texture, mineralogy_
'or ADV, .1!11!!!. k C m Contnct oolol', hardnat~s, etc.)
ft ft No, Reo. min/ft % Graphic psi 10 - 4cm/sec B; Bedding
-8.3r---r---r---r---r---~------~o~o~------~~s~=~~sH*,~~~~----------------------------------------------------~
3)
None 10
-20 1)
~0 36.~2f--j---t-4)-r---1::::::::J----t~T~O~P~--t-~O~F~R~O~C~K._-t~t:~~---:--=-=::--~:-::~~~~-----:~::~===:::~~==~~
~ 2) 4) j,."' }".,.
~O Pyrite Fresh and hard. Drllle :; ; ~ Diorite. Mixed flee-grained vezy well, Vezy minor ., ~,,. foliated dark gray diorite In -
surface wx effeats on joint~'<~~.'~; medium-coarse-grained.
NQ-1 98 93 and partings, No sltcken-1>)<"" medium gray granodiorite.
sides. x,_ .c 10 ~:: FoUation in fine-grained dlo-x"ix Manganese rite Is wavy, Irregular,
> )o; ",t
-60 NQ-2 100 90 '<)t"'t
'l()(..lf"'l.
)('!rl'._
~
v
)f'ol.'ll)l Diorite. Fine-grained, dark ...;
>x:;>
Fresh end hard. Drills ,.. .,. 'r gre,y, Internally complex fold-
)I NQ-3 100 79 very well. Mtnor aurfac .. 'II Ing, wx effects on joints and -. >
L£ partings. Not sliokcnsld ~ , ~ , ery nne-gramea, tni!Uy anu-y>> n.atedt wavy, drag-folderllami-D ).)( '~""" ~ae. Plnk!Bh brown and dal'l<
-80 NQ-4 98 94 Foliation I "". gray foliation. Chert ( ?) or
~ 5 * ~~efasiltstone.
. Chert. as ahove. Conbct dlos 55" Fresh and hard. Drills r + t-1"'T 8, 7 D!llOaae, Fine-grained, dark '":
gre,y, No bleaching.
NQ-5 100 100 vezy well, Very minor +-t- .....
surface wx affects on +-r >
~ 6
- 11 Fused contact dips 5~
joints and partings, No allokenaidea. !1!: ). 'JI."" Diorite. Fille-grained 1 medi~
- "'" ,., dal'l< gr1g'. Locally vagoely
- .,.: y.'>\ foliated. Pyrite disseminated ...;
-100 'I .,_ )t locally, NQ-6 100 100 l-10 Polished Fresh and hard. Drllls ";"~
- Diorite, Fine-grained, medlullt sllck~nsldes vecy well, Small pollal ~ "' ; dal'l< grar. Fair!¥ massive.
NQ-7 100 93 on 20 partings ed slickensides at ' ~ *
- 96. 6-99 .. 7' on low- ' ,. .,..
Not \'"
- angle partings. ~
-no
~H NQ-s se 97
- Pyrite bleached. ~ 11. 61 Open coo.ta.ot dips 20c
-t"r ;- Diabase. Fine-grained, dark
- -r.-t" 1!1'~* Not ble110hed. _
N79E,31NW J I +t-T I -~".,_+-_.........
~-...-~
N45E,66SE J D Fresh. Not bleached.
120 NQ-9 94 93 Slight ollsh Hard. Drills well. Joints,+.,.-+;:. t_
- Fused contact dips srf * ~
N42E,58SE S P ore fresh to vecy minor ~ 1 22. 2 Diorite. Fine-gramea, meal""!:
NQ-10 9'1 93 N29W,30NE S etniace wx effects. Not ;'\"~~ ..,)1.: dark gray~ Contorted [ollatioo":
N59W 1 41NE J slickensided. *- * ~
~ * ,Irregu1ar intru~ 1ve eon1ao1 ...... ~-*
'¥'> 711":'
N50E,76SE C 128 4 D *,_..-; ; Dlabue, Dal'l< gray, fine- -
_ ~30 NQ-11 98 87 140 N79W,SSNE J , ... +-<-t grained. Not bleached.
NQ-1.2 100 100 N34E,69NW c Fresh and hard. Drllls !;-.,..,.
.. '!' t
't r N2sE, 34NW N31W,67SW c
S Chlorite-well. Minor chlorite on ~+
some joints and partings, > ,.. *.,.
!"'~ ,.
37 _1 , Jagged Intrusive contact-fused.
Diorite. Fine-grained medium
~:~N:Q~-!ta~t!oo:_~--4-~9:o-+-------l+r----~------~J~~~~=~~~~!s~~N~~~~~~~*-tr_I_M_*_d__-JN~~~pwol~t~**~ed~*-N_o_t_w_x_.__l-~~~~~~~JL____~t"~o~lr~atu~~~~-JQW>,'~w~*~~u*~~~u~~~a~~~~~-*---i N -Standard pe~~etratlon realstanee, blowe/ft NOTES SEABROOK STATION Reo - Length reoove:red/length oared, % 1) No samples token.
RQD - Length of s0011d oore 4 in. and longer/length cored, % PUBLIC SERVICE COMPANY OF NEW HAMPSHD\E i ¥-
II!..
s - Split apoon 88mple Groundwater Z) Roller bitted to 38. o ft. YANKEE ATOMIC"ELECTR!C COMPANY EJ U - Uedl.eturbed sample* 3) No clays present; therefore no water Ulbdllt¥!181!18 .-...... ....
el S - Shelby tube N - Dentooo contents were determined. 1.;'1 ................., .. ...,_,~
F
- Fixed piston P - Pitcher 4) Drill time fur entire boring from 8 to 0- Osterberg G- GEl 15 minutes per foot, Date: April 11, 1974 Project 72Se D
wx
- Drilling break
- WeatheNd, weathering k ... Coefficient of permeability x - Oriented core PAGE_;__of_L_ I LOGOFBORING ADT16B
BORING LOCATION N16545 E90185l Offshore INCLINATION ~ BEARING - - - - DATE START /FINlllH _...cJ:.oan=._,B:.t.,_:1.::9.:_74:__/_.!:.r.:an:.::*:...l!..4"-'1"'9c:.74;:__
CORE SIZE 1-7/8 ln. TOTAL DEPTH _.:;2:!!40;,:,..0;:____:!t;=. DRILLED BY V/arren Geor.:e. Inc. P, Sohaeble, J, Harris CASING W _ _3"-"'in"-.- -
GROUND EL (MSL) -8.3 ft DEPTH TO WATER/DATE Tidal ft / LOGGED BY Soil- K, Polk* Rook- J. R. Rand STRIKE, DIP EL. SAMPLE RAT! c~~}:~lh- or RQD PRESSURE TEST !:! SOIL AND ROCK DESCRIPTIONS OF F = Fol!a\lon "' (Type, texture, mlneralogy, MilL N c;omputea J =Joint t:r: i')l {Weatbering 1 defects, etc. }
n Depth' and Type ft
- No.
or R~c.
ADV.
min/f % I Graphto IE!!!.
psi 10
-4k cxn/sec ~=~~~;:-~ 8~ color, hardness, etc.}
- 1 00 S ~ Slickensid CONTINUED Fl\OM PREVIOUS PAGE 142.4 t
)1-)('1.)'
N3GW,58NE S > **
100 100 N35W, 34SW C ~ . .0r>en contact dips 32° 47 5
-15 NQ-1 100 100 N13W, 38SW J Fresh. Hard. Drills ~ 50,4 Diaba.ee, Dark ;;rav.
-160 N26E, fi3NW J well. JointB and parting~ 'll. ,.. ;.. Open oontaot dips 35 are not slickensided~ 1;... .,.. ... ""' Diorite. Quartzose. Fine-100 100 NQ-1 N72W, 51SW F ! .,.. " '¥ grainedj medium dark
~ y..,.,. ~'~~.., WavyJfoliated. Steep
~6 NQ-1 100 88 N36W, N26W, 41NE S 51NE S lt'1o')o.',.4 -
N62E, 52NWS "'I ~"A 68SE J '1....,.. ..... ,.
N7BE, Graphite-NQ-1 100 98 N ,tiW, 21NE S polished ~
-180 17 NQ-l! 100 73 N82W, 76SW F N31E, 34NW S Minor polish Graphite Fresh and hard. Drills well, Joints and parting "1 )l."' Fused,
~: :'>~ welded -
N 6W, 41NE F show only very minor su ;.;-...'<.:breccia N29W, 32SW S Graph lie "'-Y.+..J'i. Blen.oh Diorite. Fine-grained NQ-2( 100 100 NSOW, 52NE J face wx effects, Minor dark: gray. Irregular wavy
)l(. ?-'ll~ Bleach N59E, 76SE F bleaching at 169-170'. X't-"1!:.< loliallon. Slightly bleached,
-18 NQ-21 97 97 N41E, 43NW ,J -
')(..,:')It~ medium-grained at 168' and-N OE, SaNE F 1'1;.7)1,,., 1691. Fused contacts.
';,.)! llt N63W, 50SW J
)< )<
NQ-22 100
~
97 l('i<* ... .,
19 fNQ-23 lQO 100 N72W, N86W, 71NE J 35SW F D Fresh and hard. Drills very well. Not slick-
>* Y
~ ~"' . ._ "'lll~ Diorite. Fine-gre.1ned 1 -
-200 N89E, 80NE S medium dark gray quartz ensided. .., "' >-
fNQ-24 100 88 NBBE, 51SW F
- 'J:,. diorite. Vaguely to widely
'II foliated throughout.
N46E, 60SE J
~0 NQ-25 100 95
~~~r: l~:.: ~-
y **
lt')o .,.,..
' .,. >* , y N25W, 42SW J ;t-; y"'
NQ-26 100 100 N32E, 57SE J ..Yi"'w';ol)t
.,.. ~""
X X"Jo<; Diorite. Mixed fin<,-grai1oed:j NQ-27 100 90 D Fresh and hard. Not dark gra,y quartz _
N79W, 47BW J
)<'>()<I
._ .. ')l)f
- -el N75E, 49!\'W F ellckensided. Drills and medium~coarse, medluni
-220 N22E, 31NW J Minor slick- well. Only very minor l' ~ .. ~ ....
NQ-28 100 98 gray granodiorite. !.<>Cally ens ides surface wx effects on 1 ;r~v; foliated.
N52W, 33NE J Pyrite joints and partings. !)( >t '/('li"'J E'£2 NQ-29 100 58 N32E, 41SE S 1:;;;;::;! r'ine-grained, dark gray. -
N52E, 52SE J ~~
)C,.
- ..,. .,.Y-jl.
NQ-30 92 90 Mmorwx 'l"?-
Surface powder * ~.,. v v 225 9 Fused contact dips about 60° Fresh, but bleaebed by X )<. )<.
- Quartz diorite. Granodio-NQ-31 100 97 D hydrothermal alteration. ')( )< Bl h d rile. Medium aoarse-
~3 N41E, 36SE F Not wx. Not sllekensideJ! Xy.."1'}-!. - )< th rougeae heout grained, medium light
-240 N80E, 71NWJ Fresh. Blenched. HigbJ )( )< )1, greenish-gray. Feldspar NQ-32 100 100 Nm: g~~~- angle veinlets.
striated-a llokensldes
')( )t 1<'1<""y'x ! Bleached veining is tight,
- -'J4 NQ-33 100 94 f Not polished X)< y BOTTOM OF BORING
~
N - Slalldard penetratlotl rea!Jitanoe, blows/It Rec - Length reoovered/length Ool'<ld, %
NOTES SEABROOK STATION
% PUBLIC SERVICE COMPANY OF NEW HAMPSHmE
¥ Gl'OWidwater RQD - Length of aound core 4 fn, and looge~/length cored, IS 8 - Split opooo sample YANKEE ATOMIC ELECTRIC COMPANY
!J! U - Ulldllllurbed *ample*
o-1 S - Shelby lube N - Dtmiooo. u~.~.~*-~
F- Fixed pl.stou p - Pilcher 0- Osterberg 0- G:EI Date: Aprtlll, 1974 Project 7286 D
- Drilling break
- We&\Mred, weathering k - Coell'lolent of permeability PAGE of I LOG OF BORING ADT 16B
<t> OI!IDT'!IICHNICft.L BNOJNEB.R8 JNC.
BORING LOCATION Nl6493, E90257; Offshore INCLINATION~ BEARING - - - - DATE START/FINJSH _ _:J:.:an=*..:1.:;.4,_,..:19:.:7...:4_/_.:;.J;::an:.:*...;l:..:7.!.'...!1..:9..:74:.__
CASING ID _ __,3_,in!!!-- CORE SIZE 1-7/8 in. TOTAL DEPTH _ _,2,3"'8'-'.5,_____,!t"- DRILLED BY Warren George. Inc,* P.Schaeble J. Harris GROUND EL tMSL) -5.5 ft DEPTH TO WATER/DATE Tidal ft/ LOGGED BY Soli- K Polk* Rook-.! R Rand STRIKE, DIP EL. SAMPLE RATE C~~f~~ orRQD PRESSURE TEST SOIL AND ROCK DESCRIPTIONS OF F = Fol!atlon MSL Depth~~Type N J!l!!!!. computed J =Joint {Type. texture. mineralogy, and or ADV. C =Contact color, hs.rdntHU:I. etc.)
ft ft No. Reo. ~ln/f1 % Grapblc psi 10 -4o':n/seo B =Bedding
-5.5 2)
None r-10 -
1)
-20 TOP OF ROCK 23 NQ-1 100 s.o 46 Striated- Fresh and hard. Sub- X x,f Diorite. Medium coarse-NQ-2 100 8.0 33 rusty ject to minor surface ~..J..Jj.
grained. medium gray,
- "" 30
~S:i NQ-o 188 100 8.8 o.o 9.3 33 0
0 Minor rusty wx effects on joints and partings,
~ ~ )f,.. ~
~30.3;-' -----------""!1 Note: Bleached NQ-6 83 0,0 x,~"tt-*; 3144 '--,niabase. Tan bleachedr 61 diabase. At 31. 4'
-40 is fused fault surface. !~Y,":><)<:36, 5nlnrlt~o:,~~:l:emeu, mpe uo a~v.
tf:...-::
+..,.t;_ ;;. Diabase. Dark gray. Fine.
40 NQ-7 100 8.5 67 Calcite vein Fresh and hard. Mlnor ,.. ,.. -.
40* 9 ,0pen rusty contaot dips 3~
Diorite. !*'inc-grained, dark NQ-8 100 1.2 Minor rusty Manglllteae rusty wx effeots on ..,. "" ., gray. Vague wavy foliation.
some joint and parting I '1- ....
Minor rusty NQ-9 96 O. 7 69 surfaces. ""1""
- t 'lt
-so I ~ >
Diorite. Fine. medium dark y * "
NQ-1 100 0, 0 Minor rusty ' > gray.
-60 * ' >
Pyrite I * ~
~~tw. ~~~E ~
y y
- N43W, 72SW S "'
- r:~;n!h::~t~:';r 1~~ / ~
N.Q-111 100 B.O 85
-so N67W, 27NE S 1- D!or!te. Fine-grained, dark _
gray. Fairly massive.
NQ-12 100 0. 6 83 ~mr:mJ~~ joints and partings. .,...... ""-)1.
N74E, 55SE S Not slickensided. I"' : "',,l66.4' Fused contact dips 20o NQ-13 100 9.4 62 ,.,.+.... 1"-t- * , Diabase~ FlneJ dark gray~
-70 ~8:~: ~~~~ Manganese
~
69 2 Rough open contact dips 40':) -
N80E, 54NW S N54W, 51SW F v"' ,_" >' Diorite. Fine--grained, medium:
NQ-14 100 0.0 80
-80 ~ ,. tjark gray.
r;;11 N64W, 67NE S 1
".,. '1\ )
Fresh and hard. Drills ., -;-.,;
NQ-15 100 1. 0 s Striated well. Jomta and part... "' 'It Diorite. Flne-grained, medium:
dark gray. Looally shows -
N16E, 22SE J lngs show only minor "W!y- "".,"'
NQ-16 100 7. 0 75 vague wavy foliation.
surface wx effects. _. v v Partings are not allok- 11 "
NQ-17 100 8.4 53
~aZw. Wi"i~ ensided. No bleo.chtng. 'Itt ....,.,.
NBOW, 27NE J > ..~ "
D
~
NQ-1 100 11.6 50
-100 NQ-1 100 9,8 62 N22W, NB2E, N 4W, 54SW J 31NW J 38NE F Fresh and bard. Some
~
~
~
Diorite. Fine-grained, dark gray, Vague wavy fol!atloo.
N61W, 33NE J l" "' '1
- -10 N78W, 36NE J Pyrite minor chlorite on joints)('"' lo. >.,..,.
!1Q-20 100 10,2 47 and partings. ,.. > -.
VI/; ~lg}Y* ttfl ~ .......
. . . )<
Minor NQ-21 100 9. 6 16 N44W, 67NE F chlorite Minor
" ...... " Diorlte. Quartzose, Fine-I- grained, medium dark gray.
~
Y'lt')C""-)Io.
N21W, 52NE J chlorite NQ-22 100 9.4 50 Fresh l!lld hard, JointB ~ * " Locally vague foliation textures, N2~ 44SE F Minor and partings not sliok* )I * 'II
-120 NQ-23 97 8,2 43
!Uow: UIH!~ oblorite Pyrite enaided. Show m inol' '<,.. ;... "
<,-,."J.
surface wx effects,
~i~; ff~~ Pyrite 1-
[
~20 NQ-24 97 o, 6 78 NSOW, 66SW J Diorite. Fine-grained, med- ~
Fresh and hard. Drllls " " ,. tum dark to dark gray. Quart-N62E, 14NWJ well. Some joints show" "' .., 'j zose. Vague wavy foliation 11.4 NQ-2 100 85 N50W, 18NE J minor surface wx er- r. ~ "'1't fabric throughout.
N76W, 60SW S feats.. No bleaching. ltv."'
~30 NQ-2 100 8,8 28 N36W, N BW, 54NE S 38NE J ,.,.
')I'JI.}I:'
~
-140 N27W, 47NE J NQ-2 100 8.0 53 N52W, 46NE F ')I;~~)
~8~~.1~~~ Fresh and hard. Drills U!...lW!
')t)'~)
(jp(,n contact dips a'f' NQ-2 100 8.4 27 N15E, 40l>"W S verv well NOTES N -Standard penetrat1011 re*l.elanoe, bl<>Wll/ft Reo - l.Amgth recovered/length cored, %
SEABROOK STATION
- 1) -Washed through sn!l 0-23', No PUBLIC SERVICE COMPANY OF NEW HAMPSHmE RQD - Length of sound core 4 In. ud looger/lollgth cored, % samples taken.
12 S S U
- Split epoon eamplo
- Undt.lurhed eamploa
- GrOundwater 2l - No clays present; therefore no water contents were determined
- YANKEE ATOMIC ELECTRIC COMPANY ll'..fl U1lt8d 8111)11188111 *-~
..:I S - Shelby tube N - Dtmllloo F- Fixed pl.oton P- Pltoher ~ *-~~*-"'"""'-~
0- Ost.arherg G*GEI Date: April 17 1974 ProJ.,.,t 728e D
wx
- Drilling breok
- We!lth8red, weathering k
- Coef!loleDt of penneab!llty x - Oriented core:. PAG!l or I LOG OF BORING ADT 16C
<t> ~NtCAL EN01NEER91NC.
BORING LOCATION N16493, E90257; Offshore INCLINATION~ BEARING - - - - DATE START/FINISH _ _;J::an=,_:1;:;4!...'.:.19::;7:..:4'--/_.;.J.:;;an;;,;._1;;,;7,_,..;;1;.:9.:..74;;__
CASING lD ---'3"-"ln:.:*-- CORE SIZE _,;1c;-.!.7/!..!8!...i;:;n"-'_ TOTAL DEPTH DRILLED BY Warrt!n George, Inc,; P, Sohaebl.e, J, Harris
"'J w*r
-.!2~38~*.:!5---'ft!!..
GROUND EL iMSL) -5,5 ft DEPTH TO WATER/DATE Tidal ft I LOGGED BY Soil - K. Polk* Rock - J R. Rand STRIKE, DIP EL.
&M>U N MSL Depthl'l'ype OF 0 ~"D "'"~"= c:omputed F ~Foliation J z Joint SOIL AND ROCK DESCRIPTIONS
!Weathering, defects, etc.) (Type, textu.re, mineralogy, and or ADY, J!i!!!!; k C = Cantaot oolot', hardness, etc,}
ft No. Reo, P,in/ Graphic psi I0-4cm/sec B =Bedding ho .0 ~Olio" CONTINUED FROM PREVIOUS PAGE 1113. .... t-+'
NQ-2 100 10.0 92 N82E, 22SE S Joints and partings +-+--t-* Diabase. Fine-grained.,
not slickensided. dark gray, Grsdes to N20E, N59W, 56SE 52NE J
J
-t~: rne-dium-grained at 145 1
- 15 NQ-3 98 a. s 95 N69E, 336E J + -t--! Feldopar Becomes white feldspar,-
,+ .+ specs speckled at 151 '. ~
-160 "-; t;+ throughout NSOW, 43NE J NQ-3 100 9. 4 n N66W, 69NE F Fresh and hsrd. Drll!e tt" E't60 well. Joints and part- ; ..,!++
NQ-3 100 9.0 73 I ~ !ngs locally show +-+ +- Diabase. Fine-grained, -
dark gray.
striations, ~inor ' ;_; : ...
NQ-3 100 8,2 82 L7 slickensides. .,_ + +-t:
Open contact dips a!l' Striated, ....... + 166
..:!:...:l:..t;
- Diorite. Fine-grained,
~
Striated x ,.. ,. ~Diabase, 17 NQ-34 100 9,0 medlllm gray. Quartzose-65
<;.;- *.,.. fused diabase inolusiun is lrreg
-180 NQ-35 100 7.2 87 £ Fresh and hard. Drills:: ~)
very well. Joints and 1 14 ...:"' ,....
partings fresh. ;;::. )(.,._;'171'.
ular ~ fused.
6" Jm~~Lodlorlte at bsee
~;~~' ~~~E g .......
Fund oontaot dips 7('/'
~
'"'18 ~~ Diabase
- Fine-gra!ned, -
NQ-3 100 8.5 79 N26E, 66NW J Open joint. ... +"~J.- dark gray with oaloite N26E, 64NW J Ca.!oite coated ); ~+ phenoccysta 183 1 to 186'.
1+- ;- -t' Calcite 0
I"....._,..*.
NQ-31 100 9.6 98 I '!" ; ...
- opeekllng N54W, 62NE S Fresh and hard.
i9 ~ ~ Diabaee, as above. -:
NQ-3 100 8.2 80 Drills well. Sam<>
200 N58W, 44N~~ Chlorite striated chlorite on joints and partings.
fl;-'z:194.S
~ Ooon ooutoct dips 14 Q
NQ-3 100 9.5 47 ~9fl:~l~ Chlorite ~ ~
1 Pegmatite Diorite. Fine-grained, Sllppecy , 1 )< medium dark gray quart-N 4W, 18NE J t:"'l0 N41E, 35NW J ~ ~ )' zoae. Fairly well foil- _
NQ-4 100 9. 7 50 Chlorite '11. )I.)'
oted througho<tt, N44W, 84NE J N63W, 55SWF !=- Rough > ~ ~
NQ-4 100 8. 9 23 Irregular joints n"-'
N45E, 73NW J Freeh and hard " " " Pyrite Prominent pyrlte min-a::
t-£to N32E, 34SE J Calcite, pyrite throughout. Joints ~ Brecola-fund eralizallon with calcite.
NQ-4 100 9.0 45 N16E, 39SE J and partlnge show " * " with oalolte. Flu!ed breccia at 206, on foliation N63E, 35SW J only m.lnor surface Y'"')<' 210,4'.
-220 NS2W, 43SW J wx effects. Fresh .. .,.."-~
9.1 NQ-4 100 58 and hard, Minor eul'- *.. ~;; 217 " 4 FUlled ccntaot dips 5° r'"
N58E, 18NW C
..220 NQ-4 98 9.7 90 N83W, lONW striated face WX effect. on partings.
r-; -t 't Brown ohUl zoM. Not bleaobed.
Dlabue. Fine at top
- NQ-4 100 8, 6 82 N78E, 65SE J Nl'TE, 41SE s chlorite-slickensided Fresh ond hard. Dr!llo * ..,
.. .....+ *
- +-t-1" Dlabue
- Medium-fine grained, dark grny with hslr-
..230 NQ-4 100 9.5 90 N53W, 70NE N46E, 45SE J Calcite lined very well. At 235.5* * ~ + t becomes b!e.,hed gradually. I.
r.f+t-
~*
f-f-f-ltne calolts veinleta *
-240 \. <- ' 235. 5' Rook gradually becomes t-+ ...
NQ-4 93 9.1 93 : ,.,:t.t. ~';,'!?h~~!:'eltlonal contact I.
pm.s N 1E, 34NE J VA!nlet-no oalc!te 1:- BOTTOM OF BORING 1- -
1- -
to ~
to 1-NOTES N
Reo Standard penetration resistance, blows/ft Length NooveHd/length cored, % X Oriented OON. SEABROOK STATION RQD - Length of sound core 4 ln. and longer/length cored, % PUBLIC SERVICE COMPANY OF NEW HAMPSHmt:
il S - Split spoon a ample ; Groundwater YANKEE ATOMIC ELECTliiC COMPANY
{!3 U - UndiBturbed oampleo
[:1 S Shelby tube N - Den!aan .... U'llbld 0(1!1~~
...,. ........... * - -*...--~
F- Fixed piston P - Pltober 0- Osterberg G- GEl Date: April 1?, 1974 Project 1288 D - DrUIIng break wx - Weathered, weathering k - Coefficient of permeability x- oriented core. PAGE or 2 I LOG OF BORING ADT 16C
BORING LOCATION Nl6600 1 E90219; Offshore INCLINATION Vertioai BEARING
DATE START/F!NJBH Nov. 10 1974 I Nm. 14, 1974 CASING Ill 3 tn. CORE SIZE l-7tB in. TOTAL DEPTH 241.4 ft DRILLED BY Warren George 1 mo. iP. Sohacble J. Harris GROUND EL (MSL) -7.g ft DEPTH TO WATER/DATE Tidal HI - LOGGED BY So!! - K. Polk* Rook - J. R Rll!!d STRIKE, DIP EL. SAMPLE RAT~ c'(j~f~~ orRQD PRESSURE TEST F ~Foliation ~gj SOIL AND ROCK DESCRIPTIONS MSL Depth Type N OF Computen J =Joint (Weathering, defects, etc.) {Type, texture, mineralogy,
<~<;;i and or ADV. Jmlll. C =:Contact oolor, b.ardnese, ft ft ~o. Reo. ln/f % Graphio pel 10- 4c~leec B =Bedding 8~ etc~)
-7.8 no S ~ ,ql!nkAnoirl, 2)
None
-20 10 -
1)
~0
-40
~0 .... -
TOP v
38,0 OF ROCK
~0 NQ-1 100 7. 0 19 II _!~ )(.,. D4orlte. Fine-grained, Mlnorpol!ah
~
Fresh and hard. Closely!'~..,.....,. 'Jf<.
l"' /: d.ari< gray. Vaguely fall-
~
NQ-2 100 7. 0 46 Minor polish spnoed high-angle joint&
ated lhr<>Ughrut.
Joints ere pol!sbed at ,. .,. <
NQ-3 100 5,0 52 42.3' and 44.5'. !.,... )' )1.
Vertical joint ""',..
.,..1"-,.. (
~0 NQ-4
~
-60 100 6.0 48 "',..lo..c:
""' '"'*"" .."j
~ ...~ ,. 53.8 1 NQ-5 82 5. 0 53 Froeh and hard. Drills
~4~fl 1*III.abue lnclusl011. r
' y
- well~ Polished surface ... .,. """'4 ChlllOKI, fused, undulating NQ-6 99 7. 0 35 oontO<Jt.
~60
' D4ortte. Fine-grained, I "
"~
~ dall< gray. Quartzose with v '<
otoop, undulating foliation 1.,"'"
NQ-7 100 6,0 76 I Polished '"
lhrou.gbOI.tl.
i-70 f ellokensldee Fresh and ho.rd. Drtlla : ~"~-~ 'IO.. &* Fuaed O<Kltact dtns 52°
-80 at 70.1' well. High-angle Joints T;!J: IChm '"""'.
I are smooth. planar. ++ Diabase. Da.rlc gray, fiDe-NQ-8 99 6.0 79 r
- ~***oo + --~ *~~-*
rso 7
I surfane wx effects.
+-1-1-+
+-t-t- m::r*ts* Generally finely oalolt!c throughOI.tl. -
I ........
+-+-
k: *,
l- NQ-9 100 74 Oomaot dips 4.f/'
6.0 ~86.8
!-so ,!. Fresh and hard. Drills "' ':... "I very well. Some joiDts ~
D4orlte. FIDe-grained ~
dall< gray. Qwortz"""'
-100 I are fairly smooth,
)l .., ~
some pyrite coatings " >'" D4ortts. Fine-grained, NQ-10 100 6.0 79 l- Smooth )i I on joints. *)>. ~
dall< gray with vague foil-tMay be "" Impure
- ~..
r-10 1 ).. : quarblte? ?) ..;
NQ-11 100 6. 0 79 Pyrite-minor ..... "
f polish ' '" .~
j
~
NQ-12 97 7.0 67 Fresh and hard. Not 3? ~ ~ Diorite. Medlnm-flne i:*m Smoolh bleached. Joints are *,. '/:, grained, mediWll dari<
-120 joints charaeteTistioalty plan- ~ ~ ~ i IJ!'t,y. Local zones of fine-ar. Smooth locally * ~ ~ ~": grained, darl< !fraY foliated
- NQ-13 96 s. 0 62 show high polish. ' \" ../'* quartz dloriln.
55° joints-high )<). )1,
- "12c polloh-smooth 65° jolnls-emooth
)<. ....
X\<;<
t ~
NQ-14 100 s.o 66 65° jolnts-smoolh " ">
Vertical joint ';t'-/ ).
v -
r>>
NQ-15 100 11.0 33 Thin chlorlte coating )< .. '
on non-polished jolnte. ........... )'
- -13( Chlorlte )I'S)!i Open contact dlpo 40°
-140 NQ-l 100 8.0 so Fresh. hnrd. Not ~ ~* ~31.8 Diabase. Dark gray, fiDe-NQ-1 100 8. 0 72 Calcite filling bleached. Same smooth joints, Not highly pol-lobed.
t-.:
~3&0 t- r ;
~+
grained ..
Fused wavv contact dins vrl Minor polish E*w .;
'fi'V.'tl'!'
"Ji."'Ji'" Diorite. Fine-grained.
~41.4' NQ-H 100 a.o 27 +- +-.. t.\
p.44.s NOTES N - Standard penetration resistance, blows/It Reo - Length recover<~d/length cored, %
SEABROOK STATION 1)- Washed through sol! 0-38'. No PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE RQD - Length of SQIUid core 4 ln. and longer/longlh cored, %
samples taken.
Si! S - Split spoon sample ¥, GrOWldwater YANKEE ATOMIC ELECTRIC COMPANY 1!J U - Undisturbed sample* - 2) - No clays present; therefore no
!:J S - Shelby tube N - Denlaon water contents were determined. (~~.~':!!!*--
F- Fixed platon P - Pitcher 0- Osterberg G - GEl Date: April 18, 1974 D - Drllling break
- Weathered, weathering k - Coefficient of penneabillt.y X - Oriented core a PAGE of I LOG OF BORING ADT 16Q
<t> GEOTl'llCHNtCA.L ENGINEERS INC.
BORING LOCATION N16600, E90219; Offshore INCLINATION ~ BEARING - - - - DATE START/FINISH Nov. 10, 1974 I Nov. 14, 1974 CASING ID _ _::..3.;:in::.:*-- CORE SIZI;; 1-7/8 in. TOTAL DEPTH _:2!:!4.!;1*:-'4'-----'f~t DRILLED BY Warren George Inc.* P. SchAeble J. Harris GROUND EL fMSL) -7. B ft DEPTH TO WATER/DATE Tidal ft/ LOGGED BY Soil - K. Polk* Rook- J, R. Rand STRIKE, DIP EL. SAMPLE RATI Cij~:f:mh <>rRQD PRESSURE TEST Fol!a.tlon .,!:! SOIL AND ROCK DESCRIPTIONS MSL Depth Type N OF {;om puled ~ Jolnt p:;< (Weathering, defeats
- etc. ) (Type, tenrre, mine-ralogy,
=Contact o"' color, hardneBat etc.)
ft ft l!lld No.
or ADV.
Reo. ~tn/f % Graphic pol lO~c~/Bec B =Bedding o!Jl 00 S =Sl ckensid< CONTJNUED FROM PREVfOUS PAGE N76W, 67NE 8
!-150 NQ-20 100 9.0 N64W, 52NE J N38W, 24SW J N89E, 326E J r;, -
-160 N48E, N66E, 13NW 13NW J
J NQ-21 100 9.0 88 N65E, 24NW J i-J60 N 6W, 23NE J
!NQ-22 100 9.0 93 Fresh and hard, Drills Diabase. Fine-grained dark -
!NQ-23 98 9.0 72
~4 ~{V. ~'b'llH very well. Joints and gray with prominent white calcite r-m N62E, 22SE J partings are not stnooth or sli-ckensided. No phenocrysts.
- 180 NQ-24 100 a.o 92 N34W, 72SW J bleaching.
+....; ~'. 175
- Fused chilled contact d!os 60° N48E, 69l'<'W C Calcite coating x-,< ~)( Dionte. Medium grained.
NQ-25 100 9.0 97 N34E, 37SE F
- t-:+: Bl~~ft~ in~l~iirif:in6~J~ear black.
N33E, 40SE S x"'~,..~)<i Ooen contact dips 25-3<f- Calcite l-180 N!!OE, 238 J 0 NQ-2 100 10.0 42 Nl5E, 16NW J ~:~l~h ~~::z;!*d ~=~~i~ga Calcite are fairly fresh. Calcite ~ 185
- Fused oontact~so .... s5°dip-ca1cite N62E, 57NWS N87W, 49NE J fllling fillings fn some joints. ....~+-,. -'. ., 1 Brown chill zone NQ-2 100 10.0 48 N70E, 14NW J +- +- +- t Diabase. Fine-grained, dark
~90 N55W, lBNE J 1+-+-: ; 1 gray. -
-200 Fused undulating contact NQ-28 100 12.0 92 N24E, 75NW C .,:t- ~ ;
19 3.1 N66W, GONE F N65W, 63NE S ~ 50°Vein-fused fault
[NQ-29 98 11.0 '12 Nl5E, 45SE F
!X: ~ Diorite. Medium-ooarae grained, Fresh and hard. Drills ~ X ><j medium grained quartzose. _
f:-eoo well, Only very minor ~ ,..x><" Fine Diorite. Predominantly medium
!NQ-ao 100 10.0 58
.1l~t D local surface wx effects joints and partingo' Not sliokenaided.
on .,"~~
X;<
't(""
)< :>< XI l; d b coarse gra!ne
- nota ly quartr.os~
medium gray. Local zones of NQ-31 98 13.0 78 Calcite- X k > fine-p-ained quartzose diorite.
F--at N34E, 56NW J filled XX ,J<.) Granodiorite, locally porphyritiq,.;
Fine
-220 NQ-32 100 u.o 87 N56W, 52NE J "y.~ >
.)l.)t * ...
N62W, 58SWF '>( )( ~
NQ-33 97 11.0 416 Fresh and hArd. Drills Diorite. Predominantly medium"":
N18E, SOSE j Minor k¥.~
E-zz striated very well.. Joints and ""= )I. <:oarae grained 1 with white feld--
NQ-34 100 15.() 1M Bultzi~ ~ partlngs show only very minor surface wx effects.
':< " \ spathlo spotting locally.
~Welded Medium gray, Not bleached.
N56E, 20SE J \t-t. ~ breccia
~Q-35 100 14.0 I t/
N57E, 71SE J
~8
-240 ~Q-36 100 ll!.O .u NIBE, 57NW J Fresh and bard, Drl11a Pink N21E, 52BE F 50NE J well+ Minor surface wx effects on joints and part-feldspar -
N5SW, Diorite. Fin~-grained, dark Q-37 100 12.0 48 NllW, 66NE J Ings.
NQ-38 100 I tll.'fl ,. v / N35E, 69NWJ gray.
~1 BOTTOM OF BORING 1- -
1-1-
N Reo SI&Ddard p&netrat!Oil rea !stance, blowo/ft Length recovered/length cored, %
NOTES SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE RQD - Length <>f eO'.I.Dd core~ tn. and looger/longtb oo...,d, %
8 S - Split opoon aamplo i: Groundwater YANKEE ATOMIC ELECTRIC COMPANY
~ U - Und!alurbed oampleo
..:1 S - Shelby tnbe N - Ilenloon t:l~o~~*-"<
F - F~ed pilliOn P - Pilcher 0- O.terberg G- GEl Date: April 18 1974 Project 7286 D
wx
- Drilling break
- Weathered, weathering k - Coefficient of ponneabll!t;y PAGE ___.L_Of __lL___ I LOG OF BORJNG ADT 16D
OORING LOCATION _ _,ot,.f..,sfthOOJr,.euN:1!lu7.Q.5l!J52...._,E,.,9,3"'-84,.,0L- INCLINATION Vertical BEARING DATE START/FrNJSH _;Jun=::..*;l5"--'1::.::9:.:.75:o__/ June 16, 1975 CASING lD _ __:3:_*:::.B_ _,t!!.cn CORE SIZE -~lcc-70-'/-"8-'..!IJL.n TOTAL DEPTH 195.8 ft DRILLED BY Warren George !no.; J. Johnston, P. Scheable GROIJND EL -42 4 !t DEPTH TO WATER/DATE Tidal ft I LOGGED BY Soil/Rock- F. X. Bellini EL. SAMPLE RATE c:'i~f~lh orRQD PRESSURE TEST STRIKE, DIP SOIL AND ROCK DESCRIPTIONS hu="'th'T'Ty=--.--::N,....-., OF c t8 d ~* ~ Follatlon "'~ iWeathertng~ defects, etc.} CType. texture. mineralogy, ep a~ or ADV, ~ ~::u ~ : ~o;;:t~ct ~~
0 colO'!:". hnrdness 1 etc.)
ft ft Ko. Reo. lmin/f f{ Graphic ps1 1 10 em/sec S- SH:ckenstdcs ,;:Q 00 28 lf.&'fi 0 g'i:;':::m'a'}~ ~'ht1y":ftl;';r~~?; Widely graded. Fines are non-plastic. Con-tains BrUle,r to subnngulnr medium to coarse sand and gravel pieces up to 30mm long, a:nd few shell fragments.
S2 63 Light gray, fine to medium grained saed, olean and unJJorm. Rounded to subrounded
[
1- grains. _
( 83 81 TOP OF CLAy Similar to Sample 2.
14 *. ~--1---~--+---+-------+---t---~~~~~~--~1---------~----------------------------------------~
60 Layered gray fine grained silty sand and grsy silty clay {small recovery).
i-20[ S4 Gray silty clay. M..Uum plasticity, very slow reaction to sh~ test, medium to
( S5 Wgb dry strength. Contains a few pockets of fine sand up to 5mm thick.
l 86 Similar to Sample 5, but with 10-30mm llght and dark gray lAyers and a 4mm fine sand 1- ~
[ 87 Slmtlar to Sample 6,
-80 I §§it 8 TOP OF TILI. 6
'sflt and siltv f<*e sand 2*15mm tbloln silt BhiJW!I fBl!t reacliOD to
~-~0~~~~~--,_--+-----~---+--~~~~~--~4-r
~lltaJ,~S::J~"g":~J'efl!~ t~f:(',%,fi~~* Flnes are non-plastic, Can- _
[ S9 102 Similar to Sample BC, but with gravel up to 80mm 1~.
[ SlO 39 Similar to Sample 8C, but with gravel up to 35mm 1~.
rst.O~--f---4----r---t--------t---f-----T_O_P-t_o_F_R_o_c_K____~~--------------------------------------------------------~-
1) 2-1/ Sl wx Fresh, hard, drills well. ~ Quartz Quartzite, dark gray, fine 100 60 NQ-1 100 2-1/
2-1/
70 Cblps Localized Z'lll!l'!tlff.,..ve~,
broken rock~*Mlilot<r.llffi' v.-:
- Heulaled
-:-;;~ vein a , * ':"'""' fa t grained, uniform.
Weak gneissic texture, bleached tan to green gny In-:
2-11 Slwx o jt * *
- Schist- some places, Quartz feldspar NQ-2 100 2-1/ ~~Ji,::re* R Jtli .-;--;
- oee muscovite and biotite violble.
Pyrite Bleach- Same small quart>. and o&IoiU.:
2-1/ , * .~ ed present. Many thin altered 3-1/
Irregular
~*. ~::;:;tz feldapathlo vainB th~out.
- NQ-3 100 3-1/ 82 3 eurfaoe R~3 .:._ '-:: Bleached -
v 4 Chlorite Moderately to severely wx 3
Chips zone 74. 5 - 75. 5 ft :X:."w'!!i.V~.f~
120 4 f'"j Wx, slick- Ble..,h* locally bleiWhed. Fabrlo 80 NQ-4 100 :-1/ 64 ed surfaces R=35-39 (btoke) ed locally well developed. -
i gD Locally glmletlfe""""
3
/ oo.o Fresh, hard, drills very <ii:z,' Quart*
~~~
well. Jotnt surla.oes: clean ' .... ~ ~
- vein
~
~.:~~t~!:. -t,::!{:J ;_::..:
NQ-5 98 Sl wx Bleached 89, 5 79 ~ Irreg. jts Bleach- C;;'lli3..,.S.Ias=tt"'.,.-,'b"leach=red=ttm=-,--::i;;
to bi!to ~~;1abrtc. ~ ed :~~~~~ed~~-a 4
..; Slwx R=<< (broke) 92,3 3 '7 -
140 Clean 1
3 /
1-100 NQ-6 100 3 94 R~6
~ 1/ o.l 0,01 1 Clean Freoh, hard, drills very well Quartzite, as llbo..,
1-'1 " ~ "*., ~ *- R=O (broke) l.
NQ-7 97 Quartz 1- Clean to R=51 (broke) vein
~IL *~'.,
slwx Pyrite
-160 1- 12 NQ-8 100 Slwx Freab., hard, drills very well 4 [/ ffi.4 0.11 R=35 (broke)
I~
3 ~ ~* j* .... ~
l/
l 4 R=44 , .' : :
- Minor NQ-9 90 1a V 1- n !;rlh:r~~':t.!r~t;*.r~. i,.::_:.:;,_.;. ble..,hlng"~~~* da~g;-~':!~.
~" "--'*e) I~* *
- gaelssoctt;:"iocally ...,n n-= 'u<= '* *
- developed, Some localized 4 r;..., 70° J Clean Minor fault, healed, at bleochlng and weak gneissic
-180 5 [7 142. 5 ft. R=39 \broke) * ,...,._ Minor texture. Garsnliferow~
- V v 1iio. o NQ-1 100 73 R~B ~f~~
- <-:.**w:.:r.;;r-l-14 5 o 0 75° J (broke) '.' .' .'
50° F sl wx 1 18~6~45 *.~---4----~4~-4----+------L~---~~--------+-----------~~--------------------------~~--~~f*=ul~t'----------------------~
N -Standard penetration resistance, blows/ft Rec - Length recovered/length cored, %
NOTES SEABROOK STATION
- 1) Roller Bitted Rook 51. 0-56. 0 ft. PCBL!C SERVICE COMPANY OF NEW*HAMPSH!liE RQD- Le-ngth of sound core 4 in. and longer/length cored, %
~=> S - Split spoon sample 2 Groundwater YANKEE ATOMIC ELECTRIC COMPANY
~ U -Undisturbed sample!! f Schmidt Hammer Hardness
<.)
- l S Shelby tube N- Denleon Q~.~!!~*-~
F- Fixed piston P- Pitcher 0- Osterberg G- GEl Date: Allllust 6, 1975 Ptojoet 1286 D
\\'X
- Drilling break
- Weathered, weathering k- Coefficient of permeability PAGE 1 of 2 I LOG OF BORING AIT-39
BO!UNG LOCATION Offshore N17552, E93840 INCLINATION~ BBAR!NG - - - - DATE START/FINISH June 15, 1975 I June 16 1975 CORE SIZE _.:_1:...-.:.:7/.::_B_ _I!!ln~ TOTAL DEPTH 195,3 ft DRILLED BY Warren George Ino,; J, Johnston, P. SCheoble CASING ID _ __,3_-s~_lln..n Tidal ft I LOGGED BY Soli/Rock - F, X. Bellin!
GROUND EL -42,4 It DEPTH TO WATER/l)ATE EL. SAMPLE h<-~==:-r-:::--1 Depth,Type and N
or RATE c'o!INATTEERNT orRQD OF ADV.
Graphic
~
I PRESSURE TEST pst 10- em/sec Computed 4
k R
STRIKE, DIP
~* ~ Fol!ation "'<:<: <!2 J ~Joint C Contact
"' Slickenside:-$
8 ~
SOIL AND ROCK DESCRIPTIONS
{Weathering, defects, etc,) .(Type, texture, mineralogy, color 1 hardm.:ss 1 etc.;
ft ft No~ Rec. tn/f Of ~
100 PAGE soo J
~ R~as (broke)
.. *-*J
- ._' ** ;:~ach-n~s4 (broke) ,__._..._._" ~ ..
48° F '"' Fresh hard drills very ~ Quartzite, ** above, but show-;
1::.:;:::,.,.,
40° F I Clean to welt irtinor: healed faults : -:-:: Btea:oh ing general minor bleachlng, 52°F 85° F sl wx at 150, o, 151. 5, 15Z. 0 and ~ !ng - heavy where indicated. -
60° J ~ D rf u
>M.' ft.
No slloka
- ....! Sheared?
90° J II!
~ *:~ Bleaching 1 65 0 80° J Chips 53 Fri;'h ha:rd 'ts. generally ' ' * ' - -""----------i Core lost sl wx ~ 0 cle:n_; some local- t- +- + Bleach- Diabase, very dark gray to t + + !ng black, fine grained near con-ized zones of very broken +++*Bleach- taots, fine to med. grtdned _
60° J Slwx rook. R=ti3 + + +" ing ! near center. Internal contacts
- suggest composite origin.
65° J ~Int Locally bleached to light bro""'
60° J .. +T ema.1 or tan. ~ .....
90° J .,. .,. -rl 11 1 contact 65° J Slwx R=49 sa" J +++I l8~ ~ No sllcka R=O (broke) + ++ Fused, in-40° c Fresh, hard, drills well, +++- ternal con-tact i::!"
Chips, jts. olean to sl wx 108 53° J core lost? 'b!abase, as above, with oo-Sahfst- r::~:~l dark gray schistose -
D ose lens BCYrTOM OF BORING N - Standard penetration rea tstance, blows/ft NOTES SEABROOK STATION Reo - Length recovered/length cored, %
PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE RQD- Length of sOW!.d core 4 ln. and l'!"'er/Jength cored, %
25l S U
- Split upooa uample
- Undisturbed uampleo
~ Groondwater tf Sclunldt Hanune'l' Hardness YANKEE ATOMIC ELECTRIC COMPANY u~~.~!~*- . . . .,
o-l S Shelby tube N - Den loon F- Fixed ploton P P!toher 0-*0sterberg G- GEl Date: August 6, "1975 Project 7286 D
wx Drilling break
- Weathered, weathering k - Coefficient of permeabil!cy PAGE of I LOG OF BORING AlT-39