ML13134A065
| ML13134A065 | |
| Person / Time | |
|---|---|
| Site: | Seabrook  |
| Issue date: | 04/26/2013 |
| From: | NextEra Energy Seabrook |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| SBK-L-13062 | |
| Download: ML13134A065 (116) | |
Text
SEABROOK UPDATED FSAR APPENDIX 2D GEOLOGIC BEDROCK LOGS OF BORING IN THE SITE AREA The information contained in this appendix was not revised, but has been extracted from the original FSAR and is provided for historical information.
APPENDIX 2D LIST OF BORINGS DONE FOR SEABROOK STATION (Reference Section 2.5.1.2. and Figures 2.5.9) and 2.5.14)
A number of boring programs have been done for various purposes at and near the Seabrook Station site. The list in this appendix is meant to serve as an index for these borings.
Some of the logs of these borings are included in this appendix.
Other logs can be found in one of three locations:
1.
Miscellaneous Site Area Borings, Seabrook Station: PSNH Site Document Control Center, Seabrook, N.H.
2.
Seabrook Station Geotechnical Report - Circulating Water Tunnels, Vols. 1 and 2: Geotechnical Engineers, Inc., Winchester, Mass.,
June, 1974
- 3. Seabrook Station Geotechnical Reports - Intake Tunnel Extension:
Geotechnical Engineers, Inc., Winchester, Mass., September,1975 An entry in this table for each boring notes the location of its log.
LIST OF BORINGS DONE FOR SEABROOK STATION Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference Remarks A-I Old Cooling Hampton Beach Beach 49' 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' 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 Auger Boring
System Design
State Park A-11 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 1
Auger Boring
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 Total Depth Date Boring No.
Purpose Coordinates Elevation (Ft)
(Ft)
Completed Reference Remarks A-16 Old Cooling Hampton Beach Beach 56' 56' 11 Nov '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 A-19 Old Cooling Hampton Beach Beach 56' 56' 14 Nov '68 1
Auger Boring
System Design
State Park A-20 Old Cooling Hampton Beach Beach 56' 56' 14 Nov '68 1
Auger Boring
System Design
State Park A-21 Old Cooling Hampton Beach Beach 56' 56' 14 Nov 1 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-ment 81372E AIT -3 Alternate 19848N
- 0.2 32.5 292.0 23 Oct '73 2
Tunnel Align-ment 82720E AIT -4 Alternate 19556N
+ 5.2 64.0 290.0 14 Nov '73 2
Tunnel Align-ment 83798E AIT -5 Alternate 19327N
- 2.2 95.0 279.0 9 Nov '73 2
Tunnel Align-ment 84663E AIT -6 Alternate 19117N
+ 2.8 148.5 291.0 29 Oct
'73 2
Tunnel Align-ment 85438E
CONTINUED:
Page 3 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference Remarks AIT-7 Alternate 18908N
- 2.4 132.0 270.0 04 Sept
'73 2
Tunnel Align-merit 86222E AIT-8 Alternate 18663N
-15.0 83.0 268.0 14 Sept '73 2
Tunnel Align-ment 87143E AIT-11 Alternate 18221N
+ 9.0 6.0 6.0 08 Nov '73 2
Boring Abandoned Tunnel Align-merit 88746E AIT-12 Alternate 18144N
+13.5 138.5 272.8 24 Oct '73 2
Tunnel Align-ment 89012E AIT-13 Alternate 17981N
+10.3 125.0 275.0 03 Oct
'73 2
Tunnel Align-ment 89610E AIT-15 Alternate 17730N
- 8.6 71.5 238.0 01 Oct
'73 2
Tunnel Align-merit 90526E AIT-16 Alternate 17537N
-14.1 62.5 231.5 11 Oct '73 2
Tunnel Align-ment 91267E 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-merit 92577E AIT-20 Alternate 17158N
-36.3 49.5 81.0 14 Sept '73 2
Tunnel Align-ment 92663E AIT-22 Alternate 17195N
-32.1 36.5 204.5 22 Sept '73 2
Tunnel Align-ment 92527E
CONTINUED: Page 4 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference Remarks AIT-24 Alternate 17105N
-35.6 65.0 65.0 17 Oct '73 2
Tunnel Align-ment 91945E AIT-24A Alternate 17084N
-35.6 99.0 198.8 22 Oct
'73 2
Tunnel Align-ment 92927E AIT-25 Alternate 16996N
-37.1 24.0 199.3 25 Oct '73 2
Tunnel Align-ment 93261E 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-ment 90217E AIT-28 Alternate 17254N
-12.8 80.5 233.0 16 Feb '74 2
Tunnel Align-ment 90887E AIT-29 Alternate 17318N
-18.2 20.0 230.0 19 Feb '74 2
Tunnel Align-ment 91383E AIT30 Alternate 17394N
-29.9 46.0 57/9 22 Feb '74 2
Boring Inclined 38° Tunnel Align-ment 92288E AIT-30A Alternate 17394N
-29.5 46.5 221.3 26 Feb '74 2
Tunnel Align-ment 92288E AIT-31 Alternate 17054N
+10.7 69.0 346.0 29 Apr '74 2
Tunnel Align-ment 89238E
CONTINUED:
Page 5 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference Remarks AIT -32 Alternate 16918N
-12.4 59.0 240.0 15 Mar '74 2
Tunnel Align-ment 90562E AIT-33 Alternate 16840N Tunnel Align-merit 91054E
-14.4 80.0 162.0 05 Mar '74 2
AIT-33A Alternate 16839N
-14.4 80.0 241.0 12 Mar 1 74 2
Tunnel Align-ment 91054E AIT-34 Alternate 16780N
-19.6 59.0 230.0 05 Mar '74 2
Tunnel Align-ment 91515E AIT-35 Alternate 16770N
-33.5 30.0 45.5 28 Mar '74 2
Tunnel Align-merit 92578E AIT-36 Alternate 16912N
-39.1 55.4 69.5 27 Mar '74 2
Tunnel Align-merit 93045E AIT-37 Alternate 16766N
-34.3 17.5 30.5 26 Mar '74 2
Tunnel Align-ment 93042E 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 AIT-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 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference 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 '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 '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 AAIT-19 Alternate 17179N
-31.8 46.0 210.0 25 Jan '74 2
Tunnel Align-ment 92412E 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-ment 92221E Remarks
CONTINUED:
Page 7 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference
.AAIT-26 Alternate 16834N
-38.8 50.0 210.7 14 Feb '74 2
Tunnel Align-ment 92976E ADT -1 Discharge 20436N
+12.1 9.5 300.0 07 Sept
'73 2
Tunnel 80175E ADT-2 Discharge 20166N
+07.2 15.0 300.0 05 Oct 1 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
- 0.7 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-5A 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-ment 84242E 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-ment 86427E ADT-10 Intake Tunnel 18410N
- 0.3 105.0 280.0 28 Nov '73 2
85422E Remarks
CONTINUED:
Page 8 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference Remarks ADT-10A 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-11A 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
87897E 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 TSAR Appendix 2D Tunnel 90235E ADT-16A Discharge Tunnel 16571N
- 4.0 33.5 240.3 07 Jan '74 FSAR Appendix 2D and Fault investigation 90280E ADT-16B Discharge Tunnel 16545N
- S.3 36.3 240.0 14 Jan '74 FSAR Appendix 2D and Fault investigation 90185E ADT-16C Discharge Tunnel 16493N
- 5.5 23.0 238.5 17 Jan '74 FSAR Appendix 213 and Fault investigation 90257E ADT-16D Discharge Tunnel 16660N
- 7.8 38.0 241,4 14 Nov '74 TSAR Appendix 2D and Fault investigation 90219E
CONTINUED:
Page 9 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference 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 Tunnel 91380E ADT-l8 Discharge 15967N
-24.0 45.5 225.0 10 Nov '73 2
Tunnel 91745E ADT-19 Discharge 15718N Tunnel 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 ADT-21 Discharge 15208N
-51.6 43.0 190.3 04 Dec
'73 2
Tunnel 93723E ADT-22 Discharge 19904N
-55.4 54.0 179.9 28 Nov '13 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-14526N
-65.4 12.0 165.0 11 Apr '74 2
Tunnel 94809E ADT-29 Discharge 14374N
-47.0 0.0 180.7 11 Apr '74 2
Tunnel 94915E ADT-30 Discharge 14144N
-63.8 23.0 164.3 05 Apr '74 2
Tunnel 95021E ADT-31 Discharge 13891N
-53.6 0.5 91.2 21 Mar '74 2
Tunnel 95151E ADT-31A Discharge 13926N
-57.3 0.0 167.8 25 Mar '74 2
Tunnel 95150E Remarks
CONTINUED:
Page 10 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth
- (Ft)
Date Completed Reference Remarks 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 0 Tunnel and 80459E Intake Tunnel ADT-34 Discharge 19977N
+ 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 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 ADT-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 0 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 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference 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 19800N
+ 4.4 32.5 54.9 14 Dec '68 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 B-9 E of Turbine 20700N
+20.9 04.0 28.0 31 Dec
'68 1
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 B-12 N of Pumphouse 20750N
+12.8 1
No Log 79960E B-13 N of EFP 20380N
+15.4 11.0 31.0 20 Mar '69 1
Bldg.
II 79180E
CONTINUED:
Page 12 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference 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 q, 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 21200N
+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
Pumphouse 79920E B-27 Shaft Transition 20570N
+15.6 6.0 26.0 20 Jan '69 1
Area 80070E Remarks
CONTAINMENT:
Boring No.
Page 13 Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference B-28 Center Turbine 20580N
+19.0 4.0 23.8 11 Feb '69 1
Bldg. II 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 1 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
79780E B-40 E of Turbine 20680N
+26.2 2.5 66.5 24 Mar '69 1
Bldg. I 79700E Remarks
CONTINUED:
Boring No.
Page 14 Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference B-41 NE of Containment 20580N
+27.6 6.8 67.6 18 Mar '69 1
I CW Trench 79825E B-42 N end of Site 21300N
+14.3 44.0 164.0 20 Mar '69 1
78900E B-43 N end of Site 21300N.
+26.2 39.0 59.0 17 Mar '69 1
78550E B-44 N end of Site 21450N 78380E
+23.2 77.0 100.0 01 Mar '69 1
B-45 N end of Site 21500N
+21.1 94.5 114.5 08 Apr '69 1
78500E B-46 N end of Site 21630N
+13.3 77.0 99.3 23 Apr '69 1
78500E B-47 N end of Site 20840N
+12.2 8.5 28.5 24 July '69 1
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 C-2 Old Cooling 21050N
+ 4.2 50.0 50.0 30 Jan '69 1
System Design
80850E C-3 Old Cooling 21830N
+ 4.7 50.0 50.0 28 Jan '69 1
System Design
81000E C-4 Old Cooling 21020N
+ 4.0 50.0 50.0 31 Jan '69 1
System Design
81350E C-5 Old Cooling 22570N
+ 4.5 33.0 33.0 28 Jan '69 1
System Design
81620E C-6 Old Cooling 20990N
+ 4.8 50.0 50.0 03 Feb
'69 1
System Design
81850E Remarks
CONTINUED:
Page 15 Location/
Ground Soil Bored Total Depth Date Boring No.
Purpose Coordinates Elevation (Ft)
(Ft)
Completed Reference Remarks C-7 Old Cooling 22300N
+ 4.9 50.0 50.0 14 Feb '69
System Design
82557E C-8 Old Cooling 20990N
+ 4.8 50.0 50.0 04 Feb '69
System Design
82330E C-9 Old Cooling 21900N
+ 4.5 50.0 50.0 13 Feb '67
System Design
83450E C-10 Old Cooling 20850N
+ 4.3 50.0 50.0 05 Feb '69
System Design
82835E C-Il Old Cooling 21200N
+ 4.5 50.0 50.0 13 Feb
'69
System Design
84150E C-12 Old Cooling 20675N
+ 4.0 50.0 50.0 15 Feb '69
System Design
83230E C-13 Old Cooling 20500N
+ 4.5 50.0 50.0 12 Feb '69
System Design
84870E C-14 Old Cooling 20450N
+ 4.0 50.0 50.0 12 Feb '69
System Design
83275E C-15 Old Cooling 19800N
+ 0.4 50.0 50.0 18 Feb
'69
System Design
85580E C-16 Old Cooling 19930N
+ 2.1 No Log
System Design
85860E C-17 Old Cooling 19540N
+ 2.6 50.0 50.0 20 Feb '69
System Design
86050E C-18 Old Cooling 19200N 50.0 50.0 19 Mar '69
System Design
86450E C-19 Old Cooling 18890N 50.0 50.0 19 Mar '69
System Design
86840E C-20 Old Cooling 18590N 0.0 50.0 50.0 20 Mar '69
System Design
87230E
CONTINUED:
Page 16 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference C-21 Old Cooling 18250N 50.0 50.0 17 Mar '69 1
System Design
87600E C-22 Old Cooling 18000N
+16.2 50.0 50.0 13 Feb 1 69 1
System Design
88040E C-23 Old Cooling 17500N
+14.0 50.0 50.0 17 Feb '69 1
System Design
88500E 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 17750N 0.0 50.0 50.0 20 Mar '69 1
System Design
87760E C-27 Old Cooling 20178N
+ 4.0 50.0 50.0 08 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 19745N
+ 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 19290N
+ 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
80780E C-34 Old Cooling 20750N 44.0 44.0 24 Mar '69 1
System' Design 81000E Remarks
CONTINUED:
Page 17 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference 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
-ad 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 Remarks
CONTINUED:
Page 18 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference C-49 Old Cooling 19550N
+ 4.0 50.0 50.0 02 Apr '69 1
System Design
84020E C-50 Old Cooling 20290N
+ 3.9 31.0 31.0 02 Apr '69 1
System Design
82885E C-51 Old Cooling 20050N
+ 3.7 15.0 20.0 Apr '69 1
System Design
83150E C-52 Old Cooling 19960N
+ 4.0 21.0 21.0 26 Mar '69 1
System Design
83380E C-53 Old Cooling 19860N
+ 4.0 36.6 36.6 26 Mar '69 1
System Design
83600E C-54 Old Cooling 19780N
+ 4.0 50.0 50.0 01 Apr '69 1
System Design
83820E C-55 Old Cooling 19780N
+ 3.8 40.0 40.0 27 Mar '69 1
System Design
83050E C-56 Old Cooling 19690N
+ 4.1 38.0 38.0 27 Mar
'69 1
System Design
83260E C-57 Old Cooling 19350N
+ 0.5 50.0 50.0 27 Mar
'69 1
System Design
84485E C-58 Old Cooling 19180N
+ 0.1 50.0 50.0 27 Mar
'69 1
System Design
84950E C-59 Old Cooling 19000N
+ 0.5 50.0 50.0 26 Mar '69 1
System Design
85420E C-60 Old Cooling 18820N
+ 3.8 50.0 50.0 25 Mar
'69 1
System Design
85860E C-61 Old Cooling 18510N 50.0 50.0 25 Mar '69 1
System Design
86290E C-62 Old Cooling 18350N 0.0 50.0 50.0 24 Mar '69 1
System Design
86800E Remarks
CONTINUED:
Page 19 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference 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
System Design
88730E C-66 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 19650N
+ 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 Design
81370E C-72 Old Cooling 19550N
+ 3.6 52.0 52.0 18 July '69 1
System Design
81890E C-73 Old Cooling 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 C-76 Old Cooling 18460N
- 1.0 52.0 52.0 15 July '69 1
System Design
83240E Remarks
CONTINUED:
Page 20 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference C-77 Old Cooling 18690N
- 1.0 52.5 52.5 14 July '69 1
System Design
83650E C-78 Old Cooling 18910N
- 1.0 52.0 52.0 11 July '69 1
System Design
84050E 01-1 SW Trench, between 79373E
+ 9.8 16.5 124.0 04 Dec '72 FSAR Appendices.
Units I & II 20093N 2D and 2J D1-3 SW of Containment 79310E
+14.0 11.0 65.50 04 Dec
'72 IT 20218N 01-4 (E of) Fuel 79278E
+11.4 15.5 170.00 27 Nov '72 It Storage Bldg. II 20122N 01-5 SW Trench N of 79250E
+16.6 15.3 65.4 24 Nov '72 Cooling Tower 20027N D1-6 S of Primary 79156E
+19.2 11.5 33.0 27 Nov '72 Auxiliary Bldg.
2005411 II 01-7 Fuel Storage Bldg.
79110E
+14.3 14.5 118.7 11 Nov
'72 If II, center 20192N D1-8 Center of Contain-79213E
+15.9 9.0 29.5 05 Dec
'72 ment II 20245N 01-9 Primary Auxiliary 79060E
+20.8 1.5 24.5 28 Nov '72 Bldg. II 20083N D1-10 Primary Auxiliary 79088E
+19.2 8.0 112.00 06 Dec
'72 Bldg. II 20189N D1-11 WSFPC II, N end 79116E
+13.8 11.5 65.0 07 Dec
'72 II D1-12 Tank Farm II 20276N 78963E
+23.9 5
6.
29.5 29 Nov
'72 It 20111N D2-1 DG Bldg. II 78896E
+21.2 6.0 310 06 Dec
'72 II 20234N D2-3 N of DG Bldg 11 78829E
+19.4 25.2 60.0 26 Nov
'72 II fI 20360 N Remarks
CONTINUED:
Page 21 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference D2-4 Just W of Unit II 78800E
+16.7 19.0 171.0 24 Nov
'72 FSAR Appendices 20264N 2D and 2J D2-5 Just W of Unit II 78775E
+16.5 6.5 65.0 01 Dec
'72 11 11 11 20167N D2-7 Just W of Unit II 78730E
+16.7 24.5 125.0 28 Dec
'72 20283N E1-1 Containment I, 79677E
+28.9 0.0 150.1 26 Dec
'72 Center 20398N El-2 Control Bldg. I, 79500E
+21.4 6.5 27.2 12 Dec
'72 Center 20450 N El-3 W side DG Bldg. I 79350E
+15.2 16.5 42.0 13 Dec
'72 2040aN El-4 Fuel Storage Bldg.
79698E
+20.2 1.5 105.0 19 Dec
'72 I, Center 20297*N El-5 Center of Primary 79551 E
+16.0 6.5 108.0 19 Dec
'72 11 Auxiliary Bldg.
20296 N El-6 N end of Waste 79400 E
+14.3 1.5 24.0 19 Dec
'72 11 Process Bldg.
2030(01 E2-1 Containment II, 79201 E
+15.9 6.5 159.2 13 Dec
'72 11 Center 20247 N E2-2 NE of Containment 79272 E
+13.7 11.5 32.5 14 Dec
'72 11 II 20355 N E2-3 W side of Turbine 19002 E
+19 35.0 52.0 04 Dec
'73 1
Bldg. II 20409:N E2-4 E side of Turbine 791701E
+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 Apr '74 1
ment II 20277 N E2-6 SW corner of PAB I 79551 E
+12 16.9 42.5 06 May '74 1
20203 N E2-7 N end of PAB I 79552E 20374 N
+17 13.5 115.2 13 may '74 1
Remarks
CONTINUED:
Page 22 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference Remarks E2-8 SE corner of 79370E
+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
20115N E2-10 S of Unit I 79580E.
+8 7.0 70.0 03 May '74 1
20060N.
E2-11 Containment I 20435E
+25.0 17.7 168.0 27 June '74 FSAR Appendix 2F Boring Inq,ined Perimeter 79611N About 40 E2-12 Containment I 20334.E
+21.5 1.0 165.5 18 June '74 Boring Inclined Perimeter 79642N About 40 E2-13 Containment I 20365E
+30.5 0.0 169.0 03 July '74 Boring Inclined, Perimeter 79745N About 40 E2-14 Containment I 20467E
+29.9 3.0 166.0 19 June '74 Boring Inclined Perimeter 79713N About 40 E2-15 Containment II 20321E
+13.9 11.5 165.0 05 June
'74 TI Boring Inclined Perimeter 79179N About 40 E2-16 Containment II 20227N
+16.8 9.5 165.2 29 May '74 FSAR Appendix 2F Boring Inclined Perimeter 79130E About 40° E2-17 Containment II 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 FSAR Appendix 2F Boring Inclined 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
(Th CONTINUED:
Page 23 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Referenced F-1' Alternate 17600N
- 3.0 9.5 9.0 17 Apr '73 2
Tunnel Align-ment 86700E F-1A Alternate 17600N
- 3.0 15.0 143.8 25 Apr
'73 2
Tunnel Align-ment 86694E F-2 Alternate 19189N
- 1.4 13.8 264.4 15 May '73 2
Tunnel Align-ment 86875E F-3 Alternate 19374N
+ 9.4 87.5 298.8 07 June. '73 2
Tunnel Align-ment 88446E F-4 Alternate 18311N
+16.8 135.3 329.6 02 July '73 FSAR Appendix 2D Tunnel Align-ment 88393E F-5 Alternate 18332N
+15.7 121.3 319.5 31 July '73 2
Tunnel Align-ment 88430E F-6 Alternate 18450N
- 1.5 124.2 339.0 09 Aug '73 2
Tunnel Align-ment 87945E 0-1 Fuel Oil Storage 29690N
+17.3 16.5 16.5 30 Sept
'74 FSAR Appendix 21 Tank 78370E G-2 Settling Basin 21380N
+15.9 14.5 14.5 01 Oct '74 FSAR Appendix 21 Inlet 78900E Remarks
CONINTUED:
Boring No.
Page 24 Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference Remarks G-3 Settling Basin 21717N
+ 9.4 34.8 34.8 01 Oct 1 74 FSAR Appendix 21 Outlet 78949E 0-4 Settling Basin 21571N
+ 9.6 22.5 22.5 03 Oct
'74 78992E 0-5 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 1 74 Wall 79349E G-7 Site Retaining 20932N
+ 8.6 23.2 23.2 03 Oct
'74 v,
Wall 79175E G-8 Site Retaining 2106N
+ 7.3 19.0 19.0 07 Oct
'74 Il v,
Wall 79107E 0-9 Concrete Seawall 20123N
+ 9.5 10.5 25.5 09 Oct
'74 79720E 0-10 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 79455E G-12 Revetment Seawall 19898N
+ 7.2 11.0 11.0 10 Oct '74 Fr 78500E 01 Falling Head 21882N
+16.4 TSAR Appendix 21 No Log Permeability 78291E G2 Falling Head 21412N
+25.4 74.0 84.0 27 Jan '69 VI VI II Permeability 77959E G3 Falling Head 20436N
+35.4 11.0 21.0 19 Feb '69 II II II Permeability 77489E 04 Falling Head 19989N
+30.1 5.0 15.0 20 Feb '69 II Permeability 77116E 05 Falling Head 19200N
+40.4 65.0 78.0 04 Mar '69 II Permeability 76420E
CONTINUED:
Page 25 Location/
Ground Soil Bored Total Depth Date Boring No.
Purpose Coordinates Elevation (Ft)
(Ft)
Completed Reference Remarks 0C1A Containment I 20413N
+28.0 0.2 46.6 03 July '73 FSAR Appendix 211 Overcore Hole 79671E P1 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 Design
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
P8 Old Cooling 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 1
System Design
P10 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 Investigation Greenland, NH
+79.1 0.5 267.0 21 Mar '74 FSAR Appendix 2C Boring Inclined 48° PF-2 Portsmouth Fault Investigation Greenland, NH
+62.0 65.0 271.0 24 July '74 FSAR Appendix 2C Boring Inclined 400
CONTINUED:
Page 26 Boring No.
Purpose Location/
Coordinates Ground Elevation Soil Bored (Ft)
Total Depth (Ft)
Date Completed Reference Remarks PF -3 Portsmouth Fault Investigation Greenland, Nil
+61.8 40.0 50.0 30 July '74 FSAR Appendix 2C PF -3A Portsmouth Fault Investigation Greenland, NH
+61.8 80.0 204.3 08 Aug '74 SRF -1 Scotland Rd Fault
- Newbury,
+18.1 13.0 79.0 06 Dec
'73 IT fl Investigation MA SRF -2 Scotland Rd Fault Investigation
- Newbury, MA
+17.6 50.5 77.5 10 Dec
'73 SRF -3 Scotland Rd Fault Investigation
- Newbury, MA
+17.9 42.0 95.0 19 Dec '73 SRF -4 Scotland Rd Fault Investigation
- Newbury, MA
+17.6 60.0 96.0 03 Jan '74 SRF -5 Scotland Rd Fault Investigation
- Newbury, MA
+17.6 34.0 197.7 08 Jan '74 Boring Inclined 45° SRF -6 Scotland Rd Fault Investigation
- Newbury, MA
+17.8 53.0 58.0 08 Jan '74 SRF -7 Scotland Rd Fault Investigation
- Newbury, MA
+17.5 65.5 255.0 18 Jan '74 Boring inclined 450 SRF -8 Scotland Rd Fault Investigation
- Newbury, MA
+17.6 49.0 172.0 19 Feb '74 SRF -9 Scotland Rd Fault
- Newbury,
+17.8 57.0 118.3 03 Jan '74 71 11 Investigation MA
INCLINATION ELEVATION DEPTH Logged BY: J. R. Rand 7/10/72 DESCRIPTIVE NOTES CONDITION OF CORE DIP GRAPHIC LOG DDH PAGE 1, of a SEABROOK STATION 10 SalL.DER- ?nu ran ;RA iTc 22.S +0 of Rock Rock is.res!,-,
'minor rusly
\\fr-c31Y Or joiniS rOalo Fresb Rock AlljointS LOW cu-le-bitko FresV)
Rods 41G1-1 ANGL-E (6s 0 )
Jo %NTS kr 1'40 2!
INTs RN/ALS Rock Fresh os Awe Rod-- is rare.
Breaks in OD 1.5 pieceS bok
+
36,nis are sfamed :
-Diabase -k)ark-cycy, tine-graine.8 wIth dark grezn pl-r-nocrysfs Rock be.O.ornes a. \\iAlle_
Coofser ara:Ine.8 - ciark-erey kl) 604AS PROJECT HOLE LOCATION BEARING
DDH B I PAGE 2_ of 2_
SEABROOK STATION PROJECT HOLE HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH `5c012-'
60' Logged BY: J. R. Rand 7/10/-12...
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES ec Sreaks
_- pieces Roy cic"-- Breaks ISL)4Y p
.Bfpieces 7-m R061y Rusty Rock 15 Fresh.
Good drilling.
- locoily.15 inor rud.
ned or. joints Rock is Pc6r1y Pfesi 4-o fres11. 2 local rod-or) tits 7.
Da.ba.se -bark-grey, 6344, smolt dark.3rer-r)
Fhenodyst Specklirs D ;abase - 'bcork3rey, roile..el L0'11-11 small dark-sreen phenocrys+ - 5Fecklirs Rosy
- E3oitoty, ible
BreaRS ""ackliP5 C-V-45 _0 4
CI-11P5 pieee5 rm.
DDH 13-7 PAGE of \\
ELEVATION
. DEPTH 3$3 1 Logged BY: J. R. Rand 7tt2. 72 PROJECT SEABROOK STATION HOLE LOCATION BEARING INCLINATION CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 13 / Top of Pock Rock rrocteLy weakbere,d, KAI,/ _
koned Minerals discoloy ed, Rock
iS Fairly Res-,
showing rusty 64zinin3 only on pari-insS.
Rock is fces tSf'
only minor rusi-,/, -
sk-o:ininoorb Scrne:joinIC
- D ri i-e coo.rse. ext6necl 1 11rey Poryphyri-tic chist.* very zrciolcA -
Grey
- vio..Vy oi-.
5i-eep cVp A-o foWrion.(80°) -
Loccklly clockri-z_. rock.
20-./
SahiSh - SUID-ve*ica. foit'caion
'54.3 / aoticrn of Hole x
DDH PAGE ( of 1 PROJECT SEABROOK STATION HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH g5'.`t i Logged BY: J. R. Rand 7/11/72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 4,2/ -To F Rock Breaks-CIN;ps ko.8 /
pieceS cHIPS cHiPs CHIPS TO z:
-.6 'Fieces MPS
'Rock Is -Fres11 x
with only minor rUsly eittinin3, mineral
= s s A akbcdoy:ai-ion on Some \\joihts s s y
_": x x y CI t' h+
moclqr ate::. )ciNc ot,eick
_Lser,ev;i2,,n ant, x
`Ipiorife,ft.ne-ratheci,Dar\\-\\-
Tey,* 'massive, (A);ii-\\
ihterrniK coarse-grojnesA 31-4 arey porphyri+ic cGortie.
coARsE A+ base ftie, &01-1*{-e iS Cotored +o dull broon, coARse (mod, iA3eat4ierinG) 25.4' Boi-iom of CoARSE y_
- eta,
o-F Rock II To DDH PAGE 1 ot ELEVATION DEPTH -51.b i Logged BY: J. R. Rand 7/11/72 OG DESCRIPTIVE NOTES Ziorife, in-I-err-nixed dark Fine 3rained rock QX coofser.
co,inecli porphyrii-i.c 11814 grey rock.
Fredornnoniiy a F(ne-granecl rock 4ype.
meptum DARK GREY FINE-GRAIN DIORITE 3Y 5cittom of 1101..E INCLINATION DIP GRAPHIC L Pock is res1--),
Only minor cua)y --=
66:ming °call/
on joints.
To\\r,i5G 306o.)-)c :-
CO ° Rt)Ck 1G resh
=
nor Rost
^
COARSE C OARS E
PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING DEPTH A8.6 INCLINATION CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES s
- @chi ps
=
1.21 25.1-c1411).5 DDH B-14 PAGE I Logged By: J. R. Rand 7/102.
8 / To (Roak i5 try x x x Prezh, 04-) only : x x' Icx taedwr:
oh venlel-s,anT X X X mihor rosy sn X CoARSE on joWs
-Xxx cofiRSE.
x *Ic fROd< IS FM4) Xxxxx coARSE
- xxx of' Rock Dark-sre.y,
.Pine-8rci:tned iype predomirai-es Diori, ; xeA 'dark grey, Fine-rcu'ned 1bl-A grey, -
Coarze-grairle.3 'porpl-yrifiC COARSE.
.6' pieces 28' Boflorn of RoiLF:
3:4_11
Top of Rock 4./(?)
D;orife b, icier ? )
ica>a.s.2. Dke.O. or Dialaase6ouiclei--( 4)-
fesslur *"tre TOP or Pc:
8e4rockl porphyrii-ic orfe u:ukir. local zones of rne.,di'uni Zfey,rte 3rairi!.ci c\\iorife, 800 c-Cn. 5;liRed zone.
DDH 5 - is-PAGE of PROJECT SEABROOK STATION HOLE LOCATION BEARING ELEVATION DEPTH 31.o' Logged By: J. R. Rand 7/10/72_
INCLINATION CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES NIPS ONLY--g.
(may be-boulder zoner-
_--g 10-
-Chips to
-_.51-o 1,5' - 3" piece5
_77?4_Rosly Break5 II inl-erilaIS-ft u.sk Pt Q 5O May be. bou. 14e,r -
zone., ro& is moderatety.,
weci-herd off+) -7:-
dark brown CO Rock is fresh,
\\)c) joinis hot-61 ickenst Rock.ts Resli tAkhor russi-shoor) 31' botton, oFqole.
DDH E PAGE 1 of 2_
PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH Logged By: J. R. Rand CONDIT ION OF CORE DIP GRAPHIC L OG DESCRIPTIVE NOTES 50
^
902._
Core beaks 4\\
chips -ko
.3 'fieces Yo
-4) u3hotit-let ?ock sli2htly fo 1Mccierately t,Jead-f)execi, Local deLorn-Postfl'on,some:
rsty sto4nrs ParkIn3s On 0-35-- it 7,
A
- X
- s:,*******
GO' Top of Rock tilekaw_ditneri-Ge_hizi-, 90044z-6-1C -
ti2h
-L,Trey -RAe staine.ct tool.< eienty X
- 0
- s 45
^
a-
DDH 3-17 PAGE 2 of 2_
PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH 1(7)0*0' Logged By.: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Rock. is rotctQraiel/
wea.-kfnered, somwhat bleached, _
iron staihino, on
,Joinfs, +an tleac.63:
In micas.
Poor corin3
. X sow.
Mel-a_seSmenf-Fine-3faineA Feki4a1Plic cht -,
teht ssrey cioartz. ific.
- cr.
15_
y.
- ,S**** e-eaw.
`******
t K
- ...* *e*
K
- Tom v.....
u****
I 0
- Sreaks ellipS
.1- +0 *i /
ece
- ptS t20
- 11Z4 B reak Chips
- +0.8 1 pieces Ch43s 4-0
.6' eiere_S ILO Moderaidy rock sorre what
\\31'efached, Voca9y -
a(ong 1' tallest Sorne 1 -
i3v\\ rosly Moi-a. slron3 Toce.
\\nherev\\ti y
-45°:
vloclaccael dLnity wea roCk Rock ecome 5D°-
"rairtY freSh CAPS ffock i s Vairly fresh,55°--
miror rust-on partir\\gs -
J Rne-svainecl, I 12hf-grey felcis p (Ai\\ i so)-Ns+
FojtrIy avezly -61 io,Ced rocic -
fel&
IC SC-V-ltlloyefed l.01W1 90arf t'fe. beas O.\\
-throush-out fetdspathic schisi, greY, fVrie, grained,
160' Bottorn of Rote
DDH (9
PAGE of 1 PROJECT SEABROOK STATION HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH Logged By: J. R. Rand 7/16/72 o'
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES zoL 30' -
47 To of Rod<
, 'Kock 30 etOke,tn C,hi 1)5 40.31
- 17
- pieces OCcA-SioN4LLY VVGGY eCr----
Roc( s sw8iify: LHi waskred, dis-K e0tOrei Arotd1-Oui" rn;nor
sto;ttir5 on 2 3c,(1{5 t an parritizs Me+/-aseAimenl-ary Rock Feick paGc(ritic) sch tocn Vaavy) Variable, Lihk rey,;'nesvaiylecl A306: brecti.ts bofOk_
cenA atxoss Qom,
tog/
hova.
67' eatiorn of' Rote
DDH E-2.0 PAGE 1 of j PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION Logged Sy: J. R. Rand 7/11/72 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES r
OCIC i% rOlideiCLI)/ : V.,....1. S
' V
- 4-o z-everely omit-erect : x..:-.
iVIrouahout, bleached :,,...s..:di v... ********
tg' *K,,
IV U3hi-1-041hiSh :
II 1.0.*
X
- Tey. 04+,. ) crumoy _ 4 A i, x
qo odpee le,__-. ---.
To p_ol.Loc._k___
cereciottlnor\\ily meAcksedirAent ocrzHc ;-o feick_spa.-41
.nror1e (bleached cice, A -e) oe,a_A-intin.2), \\wally 'tnierloyerecl bleacilea deoomposecl vJel8eci ccarse-groo:ne,d
)
cci.uw in
_903,r1z.
ruSty dckihi n3 TRAMS CribRAL (114TRUtIv) CONTAC1-5o°:
%ch
+le 4r-ergi-Pn coo 'Rock is moclEtT4e1y weafrNerea, breaks cxr8 cxct SS Cot 'al (.011 No Tod-, 6ot
("" pood t)lcdr)
)(:)t nts, trde, coaroe--3r0:tne4t ivc'r-OrIc-Rectollecl 10 \\ ;Bht i-annisk grey) -
°can y laye,redi Graciatioro_l in1-0.Ve,185pckilic, EU-k 5c3.;
1.)t-grey Fine b rneclt.om Cine,51"0.11Ta CHIFS ctilPS o
pea cs y weoi?-\\cr So eosiiina of Wx-s sp, Very fr,t*nor _
ru :)
r).11-1r)
X X.
X X X X X X
X N.********
A 4,...*****
No. ****%/**
x * ******
1.******.
s
. X W*** *As.
WV, ws ***",
NleVasediment- -Fel kc..Irlist,
&fly Vine-gyapeci ) evenly Fo 1 cod-eck..
11.3\\ It c. medium Brey 'micas locally discolored to -tat \\ brocon Too' &Atom of Ode
DDH S-2 PAGE of 2._
PROJECT SEABROOK STATION HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH I50.0 i
--7/11/77.
Logged BY: J. R. Rand 7 / 11 / 72 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES tiC.Iitcler-
'a I 0 =-1 26 32'
- ofea.k5
-@ arqpt 40.5' pieces C:)
c=::)
s*****...*******
...NOR...0.17 130=- -
Chfos 7 - -to I /
- piec..es X
...ow X V
^***\\
X
,1***
- ....ea' Note Srnooth or po(iSheA "":
rio,ce,S Seer) or 0 ccaSio nal joi(4-Oskrr-52.
Cho,rac-lier;sUc of ohole rock.
CHIPS CHIPS
- 2. ctop5
=
WOCk 15 6dY
CHIPS freA if\\ To03no0+
CHIPS rIll nor poodery.
-;"1" cH1P5 siains 0+.
Far i-i n35 5CT'-:
m inor sWeAcensictes joi4s Zone nW clior;Fe, 9Yante, orc dark-arey n-assiVe 9UartZik.
bC0 50' Base of Bakers - Top of Rock chit-Fpoc,
°cat( y ciocurf-zii-ies 1.:1?--srey / Cine-3voniecl e\\fenlY Folioleci rock dspAlic Fine. - Bx\\ed t zrey evenly foLck.tect.
ckJoirizi m hor solutioh
---sucxeasibEs CFeck'S
- ?ocic st3 10i-ty weAereci some.44 rosky 5-taini n5 On 7_
t join ora pcyrh r)8S
.0*
en, to,
- JG
- Q0C0+2.i ;1' C
1 -
1 CO breaks Ch;E. s pie,ce-s Throujilouf ops_-_Break
- @Chips 7{7).6' p
,eces tifeaks plece,s 7chips to
.2qer.es 1
1 0
a 1
DDH B-21 PAGE 2 of 2 PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH KD.0 )
Logged By: J. R. Rand 7/12/72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES so' -
BreoLks
- &Ch6p$
An.2' ri,eces goLlthrocnhoot tel:,pfk-fko reldspaiAic.
6016,1,3 fresh bui-poor
,iothi-s and viarf-crs Paris on bo-kf)
Rock is ickirly s50:-
Local minor cO----
CH 4)5 rUbl 6:kihirr3 HiP5 croS CHI PS IP5 505:
7);:lictai4sirs cxna parfirqs e -
CHIPS CHIPS subjtel
%,SC CiskAy 1611 ktrou.c\\hout, Statn n3 On j'oints =
c-J 50 CHIPS Some,:ico;nis z\\lotz Slicivi-\\5i es covered with xder c_oakin3
,Ro CH IPS rntnor 5[-ainin3 oh 50E--
joints, breAks on bo191,30kts cki-8
?ock NosAy CHIPS 1?).03/0 0 Ot
,15° Schi%+1Wc15patkic, tight 3v i in ccx necl Lzci6 Wdspar 1-1n3ers Roc-1-C is evenfy Pokated ava.142-ific./Fe Id spofti c Felk,F,Kc cchi3-1-di'thf-r42-clium'areY,(nd gra;neid, Evenly Folic,feci rock CHIPS CHIPS Sel)ist feldspoAk.c as below Sek)iSft
-Yel
-Tnk,rnZy 9003-kz;ii.c. (ocay, Fine-sYcx,ine3, 11'.3ht 'Bre)/
Even 11 Folt'clie8 15e.' Bottom of Hole Watt t sorrie rri nor FoisVit'n3 c,\\-\\
tits flcC ckafacier-sEicay Caulf-stl'ckensces
CONDITION OF CORE DDH PAGE of 2, SEABROOK STATION PROJECT HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH 11. 01 Logged BY: J. R. Rand 7/12/72.
DIP GRAPHIC LOG DESCRIPTIVE NOTES 50.2 /
Boo (rzone I mixed cloril-e, cola grey oVC.citurizife boulders. Not nloc}, weafrlerir3 76 ' 0F* oF Rock erecLks eafL@Wps
_- oeces -
1306( i5 sir y 0,, * * * *
- Vt.,.r PC S6-114 1 'eldspaig'ic. ord c"-)
-ioe -Tam&, evenly Foliated toCERAT rr, E
WEAIK R (NG WeOcnothreerrisco
)
o oJion, oc.r);.1 rvsty aJntbS
arid sot o' effeds on 30645 Ng's CHIPS HIPS VOGS
- \\ *****
le and partin3S ZHIPS cHIPS CAltPs to I, -
pieces Chi pS
.7 1 p..ces
^
.^^
WOC1C S 1irly 57*: *--
-Fresh zrAiniy-)A °kind FELDSII*THIc 111i 1*101-FOC-0.A FcLDSFATHiC x
fek5pDr Cli3Color- - *^°-.
- ,no * *
- lb V Schist, 1-i4s ancl
-ii. L1:shf -3rey, Cl'ne-ankinecl, evenly 5°-
I 20---
^
DDH 1-73 PAGE 2. ot SEABROOK STATION PROJECT HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH 11 (04)1 Logged By: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 100
^
Atf'S
.S' pieces
%c,k is aah-Hy
?A
- LLI:PA.14 11411t C
Weoffiered
Schf auv.tai, i81,11--sty )
every foVaieci
^
No MOVEMENT ON DIABASE CONTACTS)
- -yr**
X ft.".
CHIFS C,I4 (PS ct-HPS
- HIPS, VuG6Y C.H I Ps Siain. or\\joras 5552 Occazioy103 ereek5 IFTRU5IVE CoNITAcT,140 IMSPIACE 1ST V (De NGE Foci< rairty -Fresh slicabity weathered.
Diabo-Sene srainecti SOL phenoclysi-speck BLEACHED ROSty thir ZOWle.join s S-Cfecti-ts ma, ChieS
- pieees RoCK IS gisAcwo(cHILIED zcwg ?) "TO TAN CONTACT DIPS ES° NeerIAL. o ScH(5Toc I Ty Wo zkevt.Acerism eViDENCE ON CONTACT CH ips CH IPS CHIPS CHIPS lly twxclRereci Pnetasedimenf _
9bck is lairly iresh ço sWHy u.\\P-afered, - orne :
poodery statNns_:::
Pe
. 6HA16*E v HMIs V--*1 w
VAg) ntS 0-hd n3S. Sor-e
- Breaks lo, ch;f,s
- 40e abizt-Gtoczyk -A-te.,
SotneLo Ce104.0,1-Eic,,.
Pthe-erainedi rnecl;um fi34-Wey. EVenly foliated ros4-shins toc_cLity_L- -7,-.
Rock is k\\-esh Dio,_6oze-V61e3yc6ned, dark-grey to back.Spck(e.ci pherocrys}5.
- pteteS 176' ex,11-orn of' 1-iolt
^
DDH 2.4t PAGE of 2_
PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH VAI *
-771)/-12.
Logged BY: J. R. Rand 7/12/72.
CONDITION OF CORE O
DIP GRAPHIC LOG DESCRIPTIVE NOTES I -
10 44v-
&Mk-ICS Chips to piee
^
4rly
- IGHLN, a ATHERCD (Ifs cck _
au sr CHI P5 Rock is rAo8erccl-ov weaf)ereci 'I/1'4We 111 -.1 out) \\ ocally svere -
soFT,Ru5TY, weak-herl o:
comeact
=
arote..,:soir4sT 1/-1-04(ini-ervals eotoLL BreaAcs -
- ChipS t3 1.2' S
50_ ()feu-a CM PS RUSTY Rock realeofely:
oeo,thsreci hh-out Some bleoth)eck, tclts colDreck to sEvERE wle-IATHEROG, 2
..ROST Pu5rY n-oi 91-Local' ic y Watherech-rusfy
-oneS E3I-EACH Et)
SrealcS CANi?S fo 2 pieoe5 cHIPs,Sorf HIPS Sorr, °wry, ock lit(kraiely:
wea-her24 -1Nousl)- 72 out, Feldspar vet\\lels discoloreer fo +an. Some =
effs,::
vk.)8s 2/ Top of Rock iorife, infer rni xeci Rne-3rtki i Clark-rey roass;ve.
0,nct coo rse-smined I 12sht fRetoritNAgrLy -
FIN GRA wet, oy. le rorphyr4ic,rnecilurn*
rnecit'uty, dark -3(ty, nart-ow geir\\in3@ G
-k) t t inkervals. Veins 55°- C30°. Akk ve6ls &scoloreci tzinb, j wec4er; Roc.k fojt-ly COM pad/ LA3e.a.4)ennir3 noi-in3 bi tioo. clove WELGED BICT STRucToRE WITH SURFACE WEATtiMED E.FTECTs FINE ar'Y 8.0
DDH 21-PAGE a of '2 PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH ig1*0 1
Logged By: J. R. Rand 7/11/72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Rock 'Is *9,411-(y 40 mode rat i nor no\\ FeAdsar veinlets'are. discoloresL
-kan. Rock not-hckably weak.
A X)(
so Breo,ks 1:?bdci 5(C31.NiAy A-0 mocler44
- usTY, Wea-kh erect
- t1 or -
_r-WEATUEr
- RIk, pi eces pt n3 ) veln(el s cieY-=
discotayed 40 jo,n, 1.-coN1 rusk)/ zo nes woLl OFS:=
10 t.S/
pieceS k4tPs 110---
Cy' ip mot= roNG ck 5[81/4/tlY :
tO.5 ' moteRATE RUST i-o modekely v,ieces 1.0EFOERtNG, tpecdhered4.hro 17:_.-
RuST Out, felciSparS t33 di5Cdored s.,iqtete.,--
120_:_-_ q.: Lp0a51 tosly zone5 on.3ol 0-5 Interrni><eci Pme.sra,neci bark-9reyl;orile os-A grey cmrse-smineci Fine-erc6ned rock 1-ype erec6nlinoje s Rock discia\\oreci
\\ke. weoherm3-Tnier mixed Cine -an8 Coat" e -
s2Y-ci.tned D iork. High 0..nole vr-inin G"ibl i ;ntervak, Rock -
(s. discolored weoritxr.ice*
INC (LIGHT To tin oe-R ATE LoFATHE-RiN6 --cOmPAcT).
I2V Bottom
-kote Or\\.3645
- Breaks
DDH B -2 c, PAGE ( of PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH g3.0 1 Logged BY: J. R. Rand 7/11/72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Breaks
@Chip 6 2.5 107: pieCeS 3' "Cop of Rod.
x
's FINE soln;ect-kin 1ocol -.-x FINE 0
Fine-arained, c\\ark-grey ) intermixed u.;144-,
Coors 0-n4k rock(
or i fe ?)
FiJ E n.)5 sl-anin3 on ol-1(3te :joints e 5' iofervais
' CHIPS,N5TY mtcH I PS,RUSD,
--LI CHIPS, Ra.STY
--vt1-11PS,ROsTY
.7\\
NNE
.: )c )1/4 )1/4 FINE X 1. 1L FINE x
23' Bottom of Hole
- 00
DDH - 2 8 PAGE of SEABROOK STATION PROJECT HOLE LOCATION BEARING ELEVATION DEPTH 231 Logged BYz J. R Rand Viz/1i CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 4' To of Rock INCLINATION SrecLks DIABASE-(BouLDEA?)
- g Chps
.8 1
- pieces Z+/-orii-e in\\-ermixed do1<-
3rey, fine-3mined and coarse emined, I1'314 grey.
IS Frectominant(y coarse-Branect 1-YPe*
K 0.
40 Thoderatel )1/4 Lk) eaii-tered, x hrougboa SDTV. 'rock De--
Coros;+ion and =
heo,vy cost oY1 c1/4nale.:304571 X y SANDSEAM 01 PSI SOFT ilSAND SEAM
.1CHIPS CHIPS
\\
F 'NE 23.7' Boilory) of Hole Note 3D/22_
Rock Qe.a_ii-)erirs and, ruS'r appearrs due
+0 orrcx.c_e. wea+lner.ir5.
Beeen wea.iirlered
- zores rock iS _
in'teMai(y.
DDH B-3c)
PAGE 1 of 1 PROJECT SEABROOK STATION HOLE LOCATION BEARING INCLINATION ELEVATION DEPTH g7*0' Logged BY: J. R. Rand 7/10/72_
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 7 / Top cRck FOLIATION) 10 I--:
,e 8rea_Ks cS
%.d< is fresh, only local rusiy :
sio:tnin3 on
.1.
solnis Moskly 60'):::
Loo arnle(30°) -
jointr rriecliorn grey, mecNom coo,r-se-9rainecl 1 locally Polialea yotanife zones,
- X s
-1 /1-oi,5' Foci< iS Cre51-). Biotife - X x
- eces
°jUm mo,y be sVsMly wea-iferoT )sx -sr
^
Porphyc-Dlocite,$icAlleSpollir 27' Botiom of (-101e
Mr{ VERTICAL. ZOIN T
'Rock is CoAR5E FIN-61tAitsIED FOrphyril-ic lor;fe, okoR%-r Top of Red<
rD
- inter rn i xed dark-grey rine-riosd and coarse_9rrx:ne.d 4yPes. coarser-3ro:meA rock kends k-o weediler MOM. Tharl V'ine.-8vaineci tb bw ron ron ni r)3
.jo W57
@6"4o V inervccis
'Rock is stightly Weo.i-herec24 ) SAct je cOARSE CDARSE
'esh \\ook-23' Botlorn of Rock DDH PAGE of PROJECT SEABROOK STATION HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH Logged BY: J. R. Rand 7/10/72 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Nay 6k-o2kn;n3 pr) jo'n-Nis 634!oyn BioRe. 13 sligh-fiy werae-ered to show rusly'broLor, sti-eak No sUe..kensicies
DDH S5 PAGE 1 of PROJECT SEABROOK STATION ELEVATION HOLE LOCATION BEARING INCLINATION DEPTH
- (c. I Logged BY: J. R. Rand 7/10/72 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 2,5 / Top oF Rock Rock 1-CHIPS Broke r, CHIP ech., Fs k l eteces
- "Ei.cHlps Cine-3yo:\\ ned, VY\\ediu cto,rk-s rey Occa-sorwAi zraciAl (.011;6.,
pinenoc-rySi-S V'res d.
inkrnally, mansanese skt\\inin3 on closely:
k-2,a.c.e.4 361 ryks
-14Z COWS
'Breo,ks
.2%1 /
iniervals z.5110int Generukily Virienyck:vned, meAi urn -I 311 grey ori
(.).31+1(1 zonesOF
?0,p)-yr1-1--c iorife r..R(
is --es\\n,..
Minor rusty
=
sto,thirn bcoly (Yr\\ joi niss '
Josints nof.
(m n°r PYr'N Sit'ckenStcted MINolk RUST 40 1:2-i 1kliCrWS 50°_1 0%14 DRusy GNARTz. AND CALCITE l_tueo voG 41,6' Bati-om 1-kole
^
INCLINATION BEARING HOLE LOCATION ELEVATION DEPTH 41.01 Logged $y: J. R. Rand 7/102_
DDH 6-.37 PAGE I of PROJECT SEABROOK STATION CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES bp l'piece s 700,30 n+
Rock is reh - xXx Sorl 11'3\\-+
wecaerina 0-nd - x x
InferVOIS
\\roY)3oni jovnks.
lfl 300 dip G.' 'Top of o ck CoARSE
'--C) Co i fe - mecium Pine...-9ra.;red mecil'om dark-grey i massive PE.BmATITE N4w°CDAE.TuRAEZ6 3007k 'IS arkeremily : II' )4 wIT-H RuSTY n\\w-rs Fresh collY1 -}Nr, u ),
65-°,i0;nt rush/ '5faiirlinq on x v
- Joinis. _ v. li x K*
rAIM°IKoST Poc k
-Resh.
x No kVA-except-0,s k
ShOWn4 - X X ).
t\\SO
,SUcken5de WOCK k 5 -
CHIPS :
Nth Y-05(yOn:f;1145--
1c)(),
V ).
K C.5°.3o n't i"Aecii)rn Pine3fa'ineot gfty rnas5ive Dor+fe High arnle,jonts @ about
/
pEGmA 1-tE WITH GARNIET/lbuRMALM.0)4N0 SULPFIIDE Si-RINGERS Boitorn of Hole
PROJECT SEABROOK STATION ELEVATION HOLE LOCATION BEARING DEPTH 10*'
INCLINATION CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES DDH 8-33 PAGE \\ of 2_
Logged BY: J. R. Rand 7/10/72.
Cock.me.
liode 1;3ht grey Loil-k rose calehesjof said e8 srey akil'orire Coarse votned rock oppeo.r.,
CA. at1e tfrISN-f.-\\e oneA 'rock DIABA5E Cu1-5 OloRITE on) INIRUshlt CoNTACT ci-tit.tro Di 0.130.5 e Day14, grey, Cirie.-
Sra.ned, w'cg-dark sreer, sAen 0 e.rysi-5peckl n9 and occasiona( pokbes of epi'clote CHiPs
%ck 15 rnoally
-Resh, W local =
SLIGHT moderai-ely LuEA-NERING wecdheyed -zryneS7 o43c*cex\\ O,i0int -5 -
ROCA( it FMSV1 -
suG14-r-wEA-MERING exce,pt-as CHIPS Minor ocal RA' on joiniS CNIPS,Ros-ry Fbck is -es'i-t Minor rosl-bcakty on
- 4, 0,1411K T Diorfkk-rnixea c_oar5e ard Cihe sminect Diabase Dike biorite, hix8 coaze and ne zv-a:khed rock S CHIPS ifes11 Very I itlie skoin;igg.r on 3oinkS 2.3' Top of Rock Fine Gra+necl rnedium grey diorite, Rock Breaks e.t /t01.5' inketvals_
ereolcs
@Onps
-\\-o pieces i pS
.6 1 peces pieCeS Broken CY;Ps
+P pieces
PROJECT SEABROOK STATION HOLE LOCATION BEARING INCLINATION ELEVATION DEPTH 15x.5' 7 11017Z, Logged By: J. R. Rand GRAPHIC LOG DESCRIPTIVE NOTES CONDITION OF CORE DIP DDH PAGE 2 of 2 72.5
'Rock is *Vresh.
Orl\\y very Minor SVt3V1i-510,inry3 joInTS 70 1 A A A
X X PEGMATITE
" X X X IS 'VEIN Reuc-T BANDWG AFTER META-SEDIMENT Diorife, fine-3ra;neet, h\\edt'um - 1(.8)61-3rey, with local -.ones of coarser-gral'reol felci5pozl-hic rock II*
Breaks es 1-1-01.5 intervats 2
Medium-COW"Se nal Diorite. -
Diorii-e,:rnossive chrkrY -
rnecil.um-Rne 9raintal ioco,( zone oF coorser - -
3rairled porphyll'tic biorvt-e Occasional FeldSpAic 1/6hh9 RUSTY STAIN 105.2' i5 Minoy-rosly or' zorrie nis tock is Presh
-ti-woush oot, Oply occa.ohai int nor 0-3 or ]oints
'Roc-k hot closey jointed,.
NO I l'Ck enSldeS RusrEb,PITTED, 125.2' WEAMERED 6ejoint
- CHIPS, Iliwog RUST ?c& is V'Tesh Minor 'rusty S-Vainin5 on j 0 SU KaCES.
I 45.2. 1
%els is fi'e.,5n Dior;fe ao_rk Y) Cine -
red, t ccos anal ctoare. grokne.8, (1:3-vt grey zones Freclor^lnOxii-ly Rne-grainec bior ite eottor, of RCAe
DDT-I 3
PAGE ; of PROJECT SEABROOK STATION HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH 72_/
Logged BY: J. R. Rand 7b1/7A.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Rock rD;orik - coac'e--
.3cc6neci
_vv
- vv Nps 'rn
- V Vv
'163
' 7oc_1. is Pe_sV)-
X X Xx X Fusfy only Occasiorai Yefy cud-Or1.30t'Vt-5 _ k x
cek is 5\\i shrt
(,3ets&cec\\, pt A Loi-PI kr_ak rod-,
or) joirirs 60°40706 iots 21 iniervds
^
poesor,a:61e. /trait-1z./ reUsfxkr (0('Wi bvi( cratizAn co2ni-er rnedum dark grey, Virv-erainpA 1 massive Diorik dark<
-Roe oro,ne.d, x5 0.-1)ove, Ra_k -Vcesb cy\\inoy-sienin3 on j o s
cF3Ock f(CS\\1 mr\\or YO f _
ch,()s
\\9°-. \\\\V =
rj nfss 61i3H-oxtu'r6,3 3\\ ;04. t,,)-k cv;c5
'th5G 64' siNown c-ayft, a,:ek rey orained, Lic CCC-aSiOna.)
CoosSe-COarSe.-91-0,;ned, -z,one,s rD;ord-e... Jcilfkgr-ey, fine- _
grainea CoCax,S1011.1 200e-S arey, coosse sro4ne.d dtor Coo-fse-x X X X coarSe x It X X
x X X X X X eth-r x
k X X _
X X X cob.ree 12/ Botibm of o1e.
DDH 6-10 PAGE of PROTECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH GCO35 Logged BY: J. R. Rand 7/11 -12, "72..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 25'T Rock crlips OnipS 0-10 celc skisvi(y oaiktesed, wiX-) -
X.
X sknityl_: X x )-(A coarse, X )CX
,i'trt5 chips(
vo99Y Chips 5:0E-r )1' sAt4s6Ael Shoon(Rosiy anCk ;SOTYV. Vt.)
X )( X de*ACIFiren4 0430,CerN3F-X KA jOirliZ,)
-X X X C'Ct',S/n 7:,>()C rYinur or' I";
,:jo'Lr-\\is co.Ny z-D6 Iler_
bfecks3 'Rock s C'esS1 2:
NY \\lexy \\minor 1 14+ rusty ;5173:ps -
+00k-k--ctIfie.3 MC )4 Cparse.
- x y
- X X )' CearSe r-ock f,-;.Re<i\\-) kx xx-cf,u,se 1=x:>Z`Kx')( CoOsSe on,,joLnt-s0) as x s
)4. x ole) r)(\\.
=
x
x x K OC-1C tS V-e_s\\-)
`A k CcosSe X X X axIrse Coate Coo.r Se.
- icArise, in\\-emiXe8 dosk oey o..n8 coarse-oomed I\\f sc,ay. kskr\\e.,-3rane<4 rock
?Teckom'oncd-es rnxed 804-k-ge/
ftne,srained on (t4-ere/
CbarSe_ 91.0,10e,
or sd-e_ ran'tke.) coarse
, 4'4 3A-sey SecWeck yncusstve.
INDr=
yy\\eA;uYY\\
'z:61-\\e/1, It'gVA gvey -FoliOjec\\
G6.5 1 6oftom of Viola
Firut.
Cocu-se
.P1x, coarse.
Con'tel i-1-\\\\)628 fine-aaHred dark-gey mazsive a_nd Care. sictiv-led I orey coaise Cne, tjtiyeclcnd cocuse Dv.
diorite of Nole Rusty cRC)C.1 641/
only uary rnno r rusty stairT Iccally on joinfs.
,j. c."(nis 3cf_ic,b3 Ckips DDH PAGE of 1 PROJECT SEABROOK STATION HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH GT5 1 Logged BY: J. R. Rand 7fII - 12 172.,
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES crip.s (ROA sIS ci..irky esh, sulRject to :
lusty *
-ictin;rifi l ___.
sorre Loccxkeniykg or ) joints Chps YutcRAK.
c,"1.1/4-1 Ofl kr, e h sp-skielyk...)c_atf,ered \\any
- n1ex nati Chke31nYJIY, C!-.5 GVIOwn.
j6in15 (se-70)
DtoRI-rt 8ouLDERS G-9 Tor._of Rock FINE.
tI k. J m+)
.gra'tricA dco-k-grey and ccaxse-scoheci liQht -9rey. Gxatse arairteA virexiorniv,ai-es lock, Ty,i)(ed dark-3vey and CoarSe.r oraireti 1144-
+MS 0.5...ShOtOn
@ 1 4-D1 'Wel-vats -----
Rne
'Rock NO rust onjoinks
STATION PROJECT SEABROOK D
?) 2.
PACE I of 73 ELEVATION HOLE LOCATION BEARING INCLINATION DEPTH I 0-' 11-'
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Logged BY: J. R. Rand 7H12...,
MocktoWy afthilereci.
bleaciw.6 brxciatect %rock, =
stylo-11 6okt green g:e-d<5
- Apeas le) be-same.. -roC_k beico
- X X X (R6C1C is Pcesk, toeo-geein3 x
kolit? OCCA ri nO1
\\--Veinin3 spr erioe5. OLfl3 x
shoco rnmor ros S6ntn_o. air-4 t t 1 10avais
?)-
dnoos fine anaufa.r (wen-tett)
- ex6e, eyamie,a, ty,ass ve.,-
rAecl po-orey, i
tfx.ctsteo coiftrl prornnert Fele cioartz_ ve'mins3 of Ksh an#5--
li,o10-sic(?)
'Rock beczyme 8;ci6Isicv 7
`tafk.-3te-y, raivleck dark zreen p\\ex,ocrysts
Top g Rock.11' Avetalrenfly GL 1A)eathere.(211;cyrife Rreccia r
D DI-I
- a PACE of PROTECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH Wilt Logged By: J. R. Rand 71 10-11 1 12-CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES r_
70 Ica-- veck 1DreakS
.elift,.8
- 0_ peces
- ch to s
7 F) eces
- CVmps P'ee-e-S bceok s
?.vece-s eh
'Rock mi,'\\or.,..)..sgr_r: +
1-t
`Pock-marks Lohex-e-
,Oe,t)ocrysts have
-_ +
WerAeXe-da out
+
x Nix C1-45 644-ty= -
,NN\\
\\ vncdelately %XoRw_re slicb-pd
\\-X\\
Cps x
77 v.
+
+ 1-1-
+ i-f +
+
+
+
+÷
+-
t 4-i- +
Sligtif. moAevate.,
(ADeoiCoeargro
. b leac h sstL-sorne: febspars Ch'P3 Tan. Fairly comp.& rod< -
Roc_k aeache.ci
, =
n)ecliu M-13row, pnehoCnMs =
LOsa.Alexed (3-f fan 7-r 13ocA, bec_om&s arct phehocrysis 1\\to 14i,sh AT,31e a:1,74s BLEACHED CHILL 7-014E, SILICIFICATION -
ChipS 7t0-139,31
%Ck Cal(ly Viesh Chips Minor 5-fa:tn s on 5°D Om hernial dark--
.3yeer) co(or.Vt or rush/ stak 6v1 LW, Z r1+5
- (RCek i 5 CO:Ay
-fresh
°A=War abase `1*(ke..(?)
Chill zone_(?
- apharyk.C.,
(,5°C.oh4iAc-r-
`Do<<1-.() khi-Svey (6(ea.ci) sheAr zone_ - oalcied hi arde kA).(4 cii3Oacemenis, Rock is corn i)aci-, IDreaks across core, co^d no+ no-rolly on hl'ek sl)ear Ikan2s.
`Rock roccity rpoyly2. Cal&pathized wi-& zed ihrielit.
ill -zorle, cLIOCX, / (ine -actineci closk aey, wiki\\ dark reet-) phenocryst (small ). Ohly gety minor itev,11,3 r-Dia.6se C-h I Zone. Welded breccia_ *Wl blCA)005e, C141 Si1 e fe4 e.0 Meksame-h fccic scinis{s/ minor feldspaff,i7,1-6,1 Shear-
PROJECT SEABROOK STATION PAGE 1 of DIDFT
-a 2 BE INCLINATION DEPTH KA HOLE LOCATION ELEVATION Logged By: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 134.3'
- r ock dick\\iky sy_ **
- ere-CV
()el< ts 5 y -_- '.-:...:
- weaCercd fro -oof 2._
minor
(-06y stanir Or on:joints. I) talzia e ' *-*-:
- bleac-hed ArD broLon ryrile Ao z{ic,<ensickes or\\ joint S5°:
civar*laae. a.115k-,
oafion 6)1 hol)
"Diabase,,
Eine,,3ro,.thed, I (ski-3rey fcck 161 Boi+orn of 1.61 15c
.1'4-o.8'
'EOP-J1 Chq:1S pieces 6 I t)ieces
Rock bre4s
@...V113 2 eces DDH 43- -1.6 PAGE of PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH 2_8.5" Logged BY: J. R Rand 7;.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES tnirlor tuSky chips Rock is c'e..s\\-)
Very rninor&alcae =
cock.413 or.sorne.
- Ao'Lnis. Mostly hok-rusky.
F as' "Top 4 Rocli_
iorte `enKe.8.
- flea, dark-3rey ana coaze-gvain is t.c6h-k---erty vectorAironily Fine, -2ro..ine4 8t'orle Cazr92 coarbe.
2 8.5 H-0 rn F HoIe
- ir
Reck )5 Cres1-1 'I-6003110ot - =
LOCclify mor 6.0(4-enene4 r or\\
504-. -minor -01r)t, sorickce.5 -
sIkk's -chlorite mr:D't :joints,
low 2d)-zo- '
Col 8reak5 G"to 2.'
A-erJOA 5 or' lowange jot nf5 200-30 ° Y5 DDH ID( - 1 PAGE ; of 1 PROJECT SEABROOK STATION HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH 2:1-Logged BY: J. R. Rand 1 -214-72..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 10 CHIPS twillet)
Vu9S Ch-e cev+,
Cvnted joiriiS -61 thrcx)shovt on 301 ock
'Fari>e fres1-1 bui Shock)s clev60 prfw,Y=Cis an -
jo;n4-5 and pl-o,ocrysi-5 TOP OF ROCK 18' Diori feiR'r,e. rai neA larey,, ass ve - closely
.kitne-cl 3"-to
\\Y\\A-er\\f0-5
,j0 haue 6it'cisen5;8e_ -1k -
6riseckxvv:3 deveAcvniexct-Piar; k-e C'ir\\e -5 raj nex4 barl< ey as above moss i ye CHIPS CHIPS CH(PS rlier)
V U95 Dor;ie Fine-zrojnecl-c;c :c ey, rnozsive -
oc,c,lty speckled roul\\ aea
\\o S1113,FpSe IS FRG5V1
DDH VD1-PACE 2 of, 2_
PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH
/
Logged BY: J. R. Rand 1411172 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Chloni-e development 55 0 --74 4.1 4 1(
-T. X X X 6 '
- X X (Roc< is Qe..s11
$x
)".
X X X X X X X t
dike
+
+ 774' go° intiusive, chilitci 41'34 coni-act Variz gra.knecii medioro gley tuy c o.Aifed conios.f (?)
G5'joint WI'lere f I erect on =
916 exr,_ept 97,6H,98,8,_
lotoanqe t
, X S Riled x
C-OCk 6shl X X zis°Joint chips 415°7 W\\joints Zone. 15 SOff x x Faulf zone.
buf no of parthfly opan.
- x X X pr;lkx bleakS 30;45 are low atmgle zo° merase d p Orihler b(eojc Breaks or\\ ?`"
angle joiniS Shown. No rot.
x x Joint ho,v) x x rntnor yrufe
- X X X smear.
- x x (Rock 6s1).= x Low Qoini5 form Core.
breaks Core breaks on wide -
spacei
- joinis Rock becomes rnedi um-coarse grared Qk)oXk. 0 t infern'xecl coo.re-and Fihe tack -ypes.
A ppareni
^one, sof-we4 by 10:+. er;i'.3 but-not ruLiy or Ic..ke-r\\Sicies3.1 5 clv 000..ez. YYASSUP-fexivre, -
rnecKum coarse erosineA, not fOlioked, meo1ium grey.
eolt-cs,on ov-vole
DDH DI-3 PAGE ; of PROJECT SEABROOK STATION HOLE LOCATION BEARING INCLINATION ELEVATION DEPTH 55 '
Logged BY: J. R. Rand 4102-CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES I' Top of Rock Mv'A-`Pinfs $C iS Vre.511. -
)
k
)(1' ose_ zoe'-zo° rt 9a 0,0aZ diorite, nne ecl Chips MinOr rud-y
- x ), _
dark orey. Localy w'itin dips
- x s )c si-o.ins tocally
-.7.-
y y y s s
'I rregolor 'oticx.t i o n.
Chips OYI jOl'flf5
- x s s
)5'joint s x joilmt cROCk is Ciesh, No 7-s ), $
x s _
Czoccitz. cvoril-e, a3 abo \\/c...
85`19o° rusk-on joinf5.nk.s : 'A V V 7C'cj-i°r)+/ Shobi ire o-..nt Clo+, r)of
(-) Ii it ocAi
- 5s,rncic° 00,itc,ib rAsi r ock chi. s (111n3s..
- :" )( x x
,! : 7°,,r(ghy cci.hre.6:9tcb i ne_847.ptossibe ci;a6cse dke 5-4,rfastde Or oeorite,t9chobn-f)eint--'
?ock is fresk, :' x A
'ANY Vdi n i no 0 De-n 65°' ':-11 on no-t ru SI-y. se: x y y Os uox+z. at.0,-; ft, Dreciprii;nanily On joints.
-i)tal-ion.
s s x Pine-gra; necl, mec Cum ore!.
ainis are
.---- 2 -4._-- ejoi-itt kvas Foliated. Foliofion varies 2oc'-o°clips x., k in c4 and sfrike.
q) I '-'2-' Wriervals.
s s 7onjoirif, Smooth
- x x )4 crosser rinect (Rock Is fiesh, -= vr w I, X x S 7e-Clop jo;nt :pints locally 15°: '. 4 '.1 \\)e(ded' bre.cc6-14-i9V\\t` 75°66" LA, en or i.e. slippery clue Ao
- x iig..,..
y x x
6s`).30', 0t-ei,lOrite., Pot slickensfded.
y y X V.
65-.5 Bottom of Vkole a_
tntrus ion breccia; coeldeci Becomes Coaczer-inect 000.ftr_ dior it{e, fine. aroArecii, Medium dark grq /fairly massik _
but IocoAly shocos Vac kaiofl, A-e)(6... Narrow \\Jrfs sometimes_
simw minor vog3y zok)+(on Goosi-z.donk, medioin-coarse:
3(- `ne4 Rock eidensive,Y ilroker 11 pss ible shear zon2 Rock is '04eredy siffir-erY 63 46 chlorite% Mior sickihs byt nf Rosty.
D6rd-e fr\\e:3ra:kned dcv.ck eley ocaly 106.) t orn coatle owne,i dio4e DDH PAGE of 5 ELEVATION DEPTH 6c1 PROJECT SEABROOK STATION HOLE LOCATION BEARING INCLINATION Logged BY: J. R. Rand ii/vt 1-12.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES a-7 1.6,5 / Top of 20 70' MOSt \\joi145 k
dip 366-1s° 1A-- 11 " /-
5c:crif ltiVArsc:os 1(10-. VuSy ciA:
, Some joints ICIihiS *
....)/ 6101A MinCf k1089{-:
SK @
23-21 f
1
,.)°'h.1,,
F,k is 6s\\_--
v,.-). 3o--elcidtps aery
@ciase x, m m ar,,
61 1'5 nieniaiS dUSIV Coat qopil.1%.6 / On,p1 iS, bu _
rpk Pot Joinis ot-ifl -
10,-) sli'cket, toe -
,'=irliPs or smeared ckonie.:
eg'sjo'i(*
r'ock Cairly =
3rtu f esh bd..,'. --:
4er softe3W by cWorFe Close-TIM(
_Z conialf Sheosio3
.: -_;:rne,, -
tYlinor v0a3y L =
openin5 / 1\\\\o Ns;
'ts Mtno(,voaqy Oh 14 -
- MoST, S JoIrrts aXe hot
°Pen-wetaed ock s --re,sh, Cnof Chips 3' Base oC \\toss 'In Rock ccar5a Quarfe diorle predr.n y ti Rne-To.:tned rf,4unl-dark -8 re y, mckssive_ ieKfure,
x K
14 x
DiDH D 1 -
PAGE 2_ of, -3 PROJECT SEABROOK STATION HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH 169 Logged BY: J. R. Rand 11141-liz.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Core broken as shown Core broteen sAlown
?reAominol y)igh o*y6ie II ch ps
- XX 655nt set ock is 1nresh X
rninor ehlontc 70 piriti rniror 11)1'04 0 Ut X
CRAirn rusi-506 x 1, zine write fac con t-NOrus x
er64-61,145:- x y
X Y Y
x or c', rROCk is 85 /-
ver rj nor rirtygnese:
70° D;r-if ShIco'fiN, (Ani ?yrit x
Clean alleann3 on Ciorne-Qoknv,S Y
_ *X MectiOm Coaroscpu cliork fine gro:tinca i A-grey.
Locoj ca-.1.1-ser (9ra;hed zones tor (ft, preAam.thafily A\\tite,-
9Yaineck, ckkAc erey. Some minor -
local coarcer-acted patailes is.Tces\\,..,
oo 7ejoint irresurar 7°
- 10 inf e '64 Core i)ro ken as &town 66
°4'040A-ion Core
- brckex, Shoon 6.5°.CDIAkIn
'Rock ezh =
70°,0t, Core is broke,r 5mocce,hi, closely on e l'oirlts 2 an4 cca'osiorYxt 7,--750. sow_
bncu,N3anese, and pyrite., 27_
oruoirli-s, Ghat-pi oun3vlar bak z
x r oe.k Cero \\f\\
<10.14/
niinor 61Rin5 Vsjoint Ifirocy3lloot x
y x x are chiro.akerV;c_.-
x K
arle Mar13 1 ett)e'Se-arri K
pyrite ZtOkini113 bfl
^
- Qoints,
Fine-gvo,ined 1 c6rk-aey. -
Oute moss'Iye Wure Lo.01,t1 ocaA shosis.%ck
- Res, dosidy.2./-1-0 079--rvoJs YoYyin3 ociiii-uc.-Ie:;
- aryl Lers d 'fp fine,073,ine,ci 1dark3rey, (ocdly voloely CoWed,
Wock Vcesh nof weo:there3 ikroojnout.
X y X
- sYnooth, cltain
DDH PAGE3 of 3 PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH 16 9 Logged By: J. R. Rand If Ivf /72_
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Core pynte ev(:A(er) znlearS 51.v3ton ro,(eaks co.1/ Cokni P s 14enials
- F.: No Rosi-r?ock, 't5 Fresh-Lccolly surfaces ore.
slIppery oitk ekorite-ckvalopment. mos\\--
\\Jte flfln -
25°10 30° too ange
- 3cAnis.
orwedf\\er $t taom9 V X IS y.
V X X 7%
X le a.t.111KU S E C.3*.rrACFT X X)( Gloalz. cV,o%4e.,Mecliu41 COcirSe. gitColeCt aoorf-z. dt'orite) 'medium grey, nneck ion\\ Coat-Se ork'mecl,
6re 9rcx1ne4, dir yey, MassiVE,
- dionfe, 169' Battom
Coce. 'ts beAen Cht'pS ier_es or DDH D PAGE 1 of PROJECT SEABROOK J STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTII 65.3 Logged By: J. R. Rand 121131 72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES ioolder-
.c..1or4e1 rniczeot.)s,o(o-fed 1513' Top iz)P RocK.
predominculiir ne-srained C:_=)
Core 1Drwis-
.3/
c e 7
,S oZioint z'e r.7 Or ozci hi3h-01/4.11a(p.
jOkri5
____ 7Dejo'irit, rus4y Core
4 rt-4Y1 F I, E t_
.1'.1
' :1 7s'oirt
°LIN is Itesn.
r).2-
'fed ieces ---:-Y(US CCa f°4 CCCIAin9^
0, 20b-3,6
\\
-c. &r\\ OW C1118
+- +
ptk) arde -`,:jo'ir, ii,l, le 3otnis +
- 1
.""...* 11,51-code8 Om 15 ----\\
wi spread :+- +
Ils as 7 nterva
- 1.- +
ANoon.
+
_ +
cA-x)ci,Aak 7o° n
-rujgyv rt a -27 rozk
.JO (n v3V (7 SObjecied
=
VY.TYrP,Ohon etk-ects.
ock 's Vesh Pcprnineni. rusAorm-on on jocriis,55ints
- -r 0(r_urcx
- niervals -
80°-riejno!'4,64);;te meoseck rode r c
irg 1 heovy (OZ I 4rk 'P ft eSli 70° o Nsl_y trpc: CO JOI Te>
X X Quark diorite, rrIx.--ure. of Ccarse aott.Rne graned rock 7Fes WI arde(76°-75°) rhuSife. confatt, tOtkied 8;kce,dck.tis sat-ey sob-black, Cot q-o;tne,d, masS\\VQ.-
6sP.-RS and krot RCGC cioseiy,joihied at varlovs
'tikes arlA ctps. Lou anje 0 0 ) oinks prectom;nate.
rbiabas. A'ke i as Thesthe, isu,6110,dc, Rne e vine{
inocic X X predfxfit'Acurny X$ Crxtru Ilainect X X)(
G5.3' Bottorn of l-tote.
DDFI 6
PAGE I. of \\
PROJECT SEABROOK STATION a./
HOLE LOCATION ELEVATION BEARING
' INCLINATION DEPTH 33,0 Logged BY: J. R. Rand 134 3 )7 2.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES or' Zo° :'
are dean bot locally:: )e A -
'kxfure. rrosive.
,joinks =
/
ha.ve rusty c_caling
- x '1, ?;
@6"1-6 2 -r" az shown. aints _ x s
'kni-ervals - clip - 3cH-D-106. No
- x X X X X
-TranSi ti 0 061 Con-t-act h oil an* join+/-s. - x
- x iC X - at-al+Z. cAtorife., coarse cavatnecr-
__a RuSiy
- k X x tAINi-Srey 33.0 BoitOrn Of 40, 13.0 Top of Fac Cr're cialc is fresh Qcoxtz_ cLorcte, rneclbrn aYcktned, eo KAY
- Toiris nonyioly x %
Mecihiln-dctrk 3re-Y/ sP'ck led
15.4/ Top OF Roc medium Coarse WA?. diorite,/ predomillariiy fine, iyx.h,P,A, rnecti'urn grey, Lady, oi -th hi3h afigle (7Y-8)
-ToUc;J'ion
- Fine, DDH Di - 7 PAGE ) of 2_
PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH It 8.7 Logged BY: J. R. Rand 12.111-111-CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Ock gedr),
d Ps ho ro.sk-cx\\joinis I=
Lou) ounle(ie-sejt.lrrt,
--=
cle"
'intervals. C-k 7c) joy) 800_900 anale; joints curved joid
- nierijoS Vosio0S ocLervirk-ions-curvedolni s Fresk.
7d)-clop, 1.\\00\\ t PYra-e Totni tend to
=
on -bli'afiovA ptanes,::
4 Lot also cross.-
609-76cjntn i 5 4_ 1:A0 n _
icki-'011 pcion)el's.",pyrife.
on joints Wjoint s esh RcPAC joi rits joinf5 Follow both.7
-66) h4-0s8le -CD4alia7i=
and 3e-1e (No otyz3te =
vanobk,rf ixk1ernST:
ko roz*. Pyrite on Some-joints.
^
aoctri-z.d.rk, Rne.--sra;necl
.3-0; n-VnTr-reloenf conc_f_rytrak-ions oclor5
-,AcAsneS.
cvo5s-cuts - ola31on
(:)c)-410`)
- clips, Qoarit ctionfe, as clove, Fine-sva+ned Collated of 6e-ac 0 dips
^
DDH PAGE Z of 2.
PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH ti g,
Logged BY: J. R. Rand 13.1r-171-CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES (Rodc CTesh.
eedo;ot 3o<<h@ 6' ID Z 1 65°. sdeVA5 3,06-`e d'ips Occaionci(
Vock
(-'
-res),
3onks@ O30° kus \\r\\k\\r1 on3le tosHo 6.51 Rt.k weakeroci on,p*ritr.
folt'ofion. Not rod-y, boii twxy rv\\ocleic&y weathereo
¶cCk 6sh brea Oh -30°- 90°.0.0 1 1-b-5 /.1-yeirva(s Goa.
(Yort'{e / -fl'ne-yam,
meciiom-ry/ fol lio,+(on
@q5O+070° dips, 'Rock parts on bioftle fokthions and across roldon ai-various aflitycles Goarfz (or, kxoi(y foiktied, medium-grey Fine-graineJ,on(y weakly -6(01-exi
'ID massive 4e4ure 13reaks pieces "as Chi S, NS EKalcs
- 110 2_ (
i:Aeces 118,7'Bottorn of e
DDH B
PAGE of J PROJECT SEABROOK STATION HOLE LOCATION ELEVATION DEPTH 2,5-BEARING INCLINATION Logged BY: J. R. Rand 11/11172-CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES tor Core
- Broken
'Info Chips ci-ups->
2o--
CA-11PS --->
V'clippins ris Rock is x x 51131.1 y 1-03.1
°elf's/
ly Fieh 01 rattler hdly
705 1/4iDif\\-is, loiniec. ) which = x hmiy causes consclerable-= x Chippmg of Core.
x
&c.k.kfctiLy rusk/ 7, x CM ions as Awn: y X x
'Top as Rock ClUat+-e. clior-4-6/ e-edomit-anfly 11'16 u111 grained ) I oc_akY Mecli'vm-Arey Cobr.
minor 1uc ebpment about zot JepTh. FrIcthon is Very sleep Fo ve,rficoi 2q.5' Botkorn of 4c:k
PROJECT SEABROOK STATION.
LJ1): -... Di-Li C1 HOLE LOCATION BEARING ELEVATION INCLINATION DEPTH Loggea BY: J. R. Rand 1241302.
CONDITION OF CORE
-og DIP GRAPHIC LOG DESCRIPTIVE NOTES Breaks
- @:1/.62 1
- Diece.s or, 3o6-10° Rusiy joints 2
ru Sfy X
7o jpint
° or.k is 'Vred-i.
_ x s teaks on - o°-io° x x cii#03 y3inis 1/
- x x Rock is -('Tesh.Loodly = x)(
rusty sfainl on -
some, joIn 5.
X X )(
-. X 4.
T,F OCK A
Quartz_ diorite, nixed fettred, c-lo,rk-gy-ey micaceous irock Coarc_& -Bia:,red I i'se
.ter sray ryiatri'x.
'Rock 'LsfALod. Layerira &6o'cli"i3 Gro,-;,-hc -texiure, voLade Prphyria quotriz..cViorife.,
aS af-bollorn of ho(e 21-.5 ' Erittorn of 140le.
1.6' Rody pleces
DDI-I
- ( PAGE I of 2.
PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH Logged By: J. R. Rand
/2112./71.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Boulcler I 2' To_p oF Qw.rtz rnecl'om -cmrse 021.4\\e_,
l '94 nieckum grey. Locally foll'ated e
anale (bo0-700)ciips.
- Sreaks intervals on 30°-io cis ock is Cres. Rosfy
!nin3 or 3rYle
,ptriB, mit Ofl a,(i os. sock breaks =-
bon-n(1(1y OA 30-le dipping joints
-4 intervals
- 4-, $
"X
- VERY FINE
.4-I's
- GRAINED
)4
- FkoCK Rock s fresh,1\\io rod-on joints. 4110 =
- arele, Mos4 breakS Oh 0°-610°
,junis ctuartzike recryjzklUzed by cl ton fe Quar-a dt'or:4e, medium-coarse atc6ned, rnedi'orn li'9ht grey.
Loca.1(z some - -)01ioL1lor%
Ste.e,p Hrer srainecl near-fop sectibn.
ais dips, not rnooff, ave pyrite coa1-in3s oVI hi.311 joInts s/rcotk 60 0 jotn4 with pyriie x x zx x Ro x
`k is -Fresh.
\\lot rositon jo*.
--f5 x
u, x
Mosf,join are
- X )( X x
Finer 9ra:ine_c; Firtr-grained Rock is q-esh, no rod)/ on sjoinis.
Mo3{ brerxis on l000 -
- _
arlde 2.0°-3o. jointS 00044z. don ne_ci VY1edo srey, Fok-kon is. steep 60D-ctd'anci wavy
DDH DI - 10 PAGE 2 of PROJECT SEABROOK S TA Tio N HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH U 2'/
Logged BY: J. R. Rand
/74/2472 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 1 13Yactics POCk (..=, CreSh.
- . CNes fD -LE b-6_)(11S on b to
- 1 /pieces c16"--
I rk 5gh eh
,sailcol-fi.
0311 eCIOD-Uoa) J D ; nt5 __-:
Dips - e.71.-100 joint 9 ip\\h aY1,4 e (85°- clo° ).7
)0iril wi-c go,' 4 1CO--
L r-eaks -i,
- 44) arqe,jointS --:
- g1 /10..6 / -1 Me-Curved / k.I.V.
, : pieces
-7`)°-1.?° chlonfe or b I ot-ite
,,00"- s fri so rFaces
11°7-_-thyouJI out spt,';'t.
01 yri, fe..
-1 very
,, aoartz cYortle / fie-rods, massive, w clea 9f-culled, med ium-srq foliated BeCorieS Coo,ce -
sy-G4leci vock 112'13,6fiorn of,c,te has pyrite wail 11.5
=
DDH PI-11 PAGE 1 of PROJECT HOLE LOCATION BEARING INCLINATION SEABROOK STATION ELEVATION DEPTH 65,5' Logged J. R. Rand /24072 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES a.s 'cop of Rock uutz clOr;le. Preciam;oontly, fire-tred(om 3va'kned, Mediurn-grey idolth loc.cd Col n
Finer 4eXtUreS. FOI4On G-)80° or (5e.e.per 50j0;,-f rock is zliehfly weaitlereck 4D IS' 7
.1Oiri5 (pCk iS VreSIni :
Oith rninov rusfy.=._
10,aqe Sfain5 ov. ioil -Tts -
@ (00_300 locally 40 v8;7 '
dips ePyt.ite coccf:An3S _
on 0i ni 5 be(ow _
I 8,7 '
7.."_
Coarr..er-,
BYalnect 65ejoint 85:joirft-70c:joinf o ?c)e-k
-F z resh. 7_
146reatCS MOStly or+
D°- 30° Low cx..Inale_-
,3 rifs 01 /-2' intervals 2-Rod<
,T6r\\15 we)....100
@ I 1+0
'Intervals C-ocArGer ciarK-9treeniSk diont cloarit. diorite, praclomincintly Rne-atikhed, hok h0"61)\\,/
Co I ickierl LocoA zones coaxer 3rcnQd, dark 31-cc-Nth dorkfe.
ccy-Arcser-
- grechst, G5,5' Esoitorn of tiole-
DDFT j
- 2.
PAGE 1 of I PROJECT HOLE LOCATION BEARING SEABROOK STATION INCLINATION ELEVATION DEPTH 2ci Logged BY: J. R. Rand lq13172_.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Toinisp ck 30°-eicP Ro is.-T-esi-)
dipS Minor iv*
khroU3S1004-v.(fl!ric on some iov1s Rock Is i'res1-1,.;(7---..-
ubed ko minor MIC:k°k)S rius er-in 1,0earenn.c3a.nd on joints Skji4VrAillire on --
X X X le QUariz CliOrje,t Ne v0.1.11E-4/
quik MCcaceoos (6iolfte in zones _
oin8 kv\\oi-S, endosed in coo,r, 3taiped 9uortz. clibrife mcd-rK.
M icaceooS mck -ype is flc appare mekseciimehfary. _
t-icks mther massive --t-exi-ure q,5'9rop of Rock tioceous 60,i.irfi-Rock is Fre.sht,loi-Rosfy 7-7 -;<=
21.5' BoiWn of Role
DDTI D2 I PAGE I of PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH 31.0 1 Logged By: J. R. Rand /02172-CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 00
^
ock Ereaks
.1.1-b1.5 =
pieces :=
on an8le-7.:
t0° ) s oink5 J
,o\\31ci.e.rs - cuosfz. clior4t 11 1-Tc>p of Rock Qucu-i-z predominanfiy Fne-yojhed medium carey, wtt -h occastOrpi one of coos-ser _
grained, 1
- rned ium-9 fey yyykiv-K
- mqaireraiely erect, rusty).
vosay
%ct; i
-N,sh minor rosi -v sizt:or)
.011 same '..psol.15
- Zaise%ism,AecAlerin3,
&ic becomo,s
\\ fife Coarser 9vaned
.t+.'pci toRoST O (3(3E 31' 20-ticsyn of Hole.
medium-ro,;redik.
C1111 7-ce4 of base - Near CorlArCF ( 3 )
60.0' Bcn oF \\-ko\\e atme d'kkce, sub-blac-k,
-CA'ne Tainecl, c,rys6.111'ne PROJECT SEABROOK STATION HOLE LOCATION BEARING INCLINATION DDEI D--3 PAGE ELEVATION DEPTH 60. 0 Logged By: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 10 2o--
25.2' Top oF Rock.
DtA5A 5E DIKE / wcLDE-0 ConvrAers tokl) Goo
^
, :on j 0 nt s -It, t'Atnor 1%0 (5 S11.2ht ly
+ + 4.. 4.
- Com. 1-eaks:i C)-ps, op
- lc x x
@ Chps 6rjo+ht, (-4e4ered 40
rU 5 x x A
- 40. s /
-'_1(usiy about -3 C. Fresh -= y x x peces k"i-V below 3ii, 36;nis x-- x X X r ),
X --
-A60c30Int Sh OW (00O31 Cos+ ":
coafirys and some: x cm PC,_.; ROST(
)4 40 Core
-TS chips, SI i9h t --ocl c Lw_afiv.in _- x...,",,
re-a s -z n'in°"°.st-, sock is C\\ckirlif 7-....t.++tt
-.1
.. Mo:,i- \\jotn,s L--,
r__ 1_
- _..1e5 zi
-@CA-N.-
- x it )c 3cP -Ao° ueS" -0 V511,, _ x x t -10 I/
4 c4s Some ctusW coai-iT : x X Y
- , : pieces sc,j();,,.
On ' 0; nf5. re1:401s _ ' x. ".),- *),.
6D--
0- IIffje dt's col orec17x
_aipS
--a 046, minor rusk
+ f +
it) 33 R°C-k is fresh 4-t
?e S._ 0..
60L ce T\\(:Z ow
_ cons 'tic; t_
Ovo.d-z ction'te, r,ly coarse-Gro3fled 1 med um -srey mcaceooS con6c4-, LoeldeJ Dioiasecike, so6-Uo,ck, ik'e,-grojIned 95° ;nkrusive. contr.A.c_t, welder),
1 Op...ckz it-te-px-eaoryliv)aryny.
QuARTz-t -re tISCLuskonl COOXSE-TaA)cleca
- t4rvive. conkoz+, weAckci
PROJECT SEABROOK STATION ELEVATION INCLINATION DEPTH 171.0 1 HOLE LOCATION BEARING 611'p 0.-ttd-ude Core. breaks are, Chcao.cflerist-icoll 3o° 7:
DDH PAGE of :5 Logged BY: J. R. Rand 11/24.112._
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES x
-{i-e41, not X
WeAfflereCI.,71: x
- x
.30°30\\ yrt) y clear-l i no rt-ASi-
- cfjcini, h() r(Af. Fock x :
?b°,:joirlf, clear\\ On 3edif)..L-X. )(x )c
-- V V %
o slickeilsides x
- K
)
foliojion-OCP:
x x
36'cii.p or)
Yeinlefs in ?ock is 4resV), _7-4 4 A4 Bre.cco.,
zone (IS above.,
Coca sks Brtkek-,@
places s-HoLar, in cod i-jor Column Very -thin veinlets.
shf bleacinng gocke zfron.s.
Fine-Vinect 52.1 /to53.5'iS weided,healed,sollAcict sone 1.)ori.te, aloofe, mixed coarse. -Ta'i necl aey enc.losn9 fine-,
gam, aarK iorzy dro(ife.
X 'ti*
BreakS Core as
'Rock is Cresin
=
.,/
as above: iehogs 40 kmt onn° ber break dql,., 13, pint/
or ver,n'iN RDcR becDnies kifecbmitActrd-ly Oxicse-Taineci i with relafive,ly SMa.1( -zones of fine-3ratoe.d dioritc.
Fine Ve.in d'S x Breaks Core.
CLS C211,011 Fine eroinect vi6eck coarse ctc'c
-Nne 8ortie.
21.5' T of Rock Quarta. dioritc, rnecl2rey, iif YY \\
olY1 - caar-se -
EO local fine-9rained c1ak4( erey clorife zones -
as shoor,. Rock i3 Purf-r-91111r124 Fre5h crysiallined
STATION PROJECT SEABROOK DDH D2-'ft PAGE L ot 5 DEPTH _
ELEVATION HOLE LOCATION BEARING INCLINATION Breaks ih Core.
a_S
. Shown Eine Q0cortt dorLte.1 cs above./ -
vcedomnankly coar-ackIned Logged BY: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Quartz 6iorite 1 as above, vedo irninanfly coar6e-3rained medium gre, koitl occasional Fxfches
-Rne-araiir)ed, dark arey dt.orite.*
Rne Rnejsraneo. ciior'ce
,c)`"veiritels, ux(cied rnicroTaolf coarse 153,o inl -tRuSIVE conrcAcT 1 IRREGuLAR AT 65 ° DIP
?orehyrific_ quartz diorile, coom 3reaknex3irno,ssi&.
nlochum ey oki-k slight sr eenish f n3s Fine-,
sra nen diorite
'Palk iz freAsh/
as above. No rust or sfainins.
brills coal( -fPirocij)- -
out 8teaks it\\
co re.
slpiA)n Erecd-s 'in core as s\\pon are, coknNionly
--3o° ctippia3 jo infs.
-Faation 76kYliS are deany s
=
not and' -
do not Cit'p UntiErnix_i in one direction, -
c ock fiesh, as above.
Eceaks
- Core, as Sllocon Fine Fine.
DDH 2-PAGE of:3 PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH 171' Logged.By: J. R. Rand 11121-111-CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES I5
- Core.
BrOkerl
-: shoon 7 X X (ROCk 15 Pre,Shz X
ha WED, ered X x ?(
x Porphyrific oar dio massive, coarse-gramec, Meth UO) -
3"Y.
Ouarizd ork, Verrn'ixeck
.Coax-and PLreira'kQed rock
-fypes, Locally Foll'ai-ed at K8h a.* clips ot.s shown, 14 Quolfz. 116n ine..--3rosned 9u0.4. diorite, rne:b'urn 9fey, mass'ive, peP per - salt +exiure_
)( X X CbarSe.
PROJECT SEABROOK STATION DDH U2L-5 Ot I HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH 65,0' Logged BY: J. R. Rand 124102_
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES SOLACIer 24ne overburcteni fst'ne-Taineci dib rife
,o' Top of' Rock Rods s are s ocic cresh --
Breaks locu-c.ask e 20°- 50° tamed iy Ir)k-etrials Wolk) 65° -
Of\\ (0(.0
\\ceArock artzte su r kce
- 600 _
,jo nts e:3/62/
'tnervals niock maks e2e-
-resh preduryftnantly ts ck loto at-131e atinis aye,
_ 1rough out, low-arN3le jofs Breaks -
Rock Rock is Resh,
@ 57.6' intervals
.16 65' Bottom of Hole c=,
0 vu -
E-Slieht1-U5/- ot oper, folioAlon plane _
60° a-_
amI
BEARING ELEVATION DEPTH \\2.5 HOLE LOCATION INCLINATION
-1"
'Rock qe.5, orlt mincr
-+1 z k1/4,:snz s
oh oinfZ - x DDH 02-7 PAGE of PROJECT SEABROOK STATION Logged
- BY: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 10 7
'tr* t 25 1 Top DiabaSe dike? v8xy.ne-ztro.:tried, very dark.3r,ey ko bbzi<
Core broken Ch1ps i-ViTou3h-out Core.
on is ker kou..)
ana\\e-2,0°Too 70(NrrS 20°76906 DIPS AT 3To 114 T e.P..vALS RocK t.tobGRATELY we.A-NEREn, S6F7ENIEb on) 3'01*31'S Rock does no-i--
i-ck.??ear i-Wec.di)e red) :+"
s oiToserfly k)kt-r DkAtASS OKS weakerte4someu+atl : x )2'2' dri wx =
lls y poorly x" -*-)(
5o0 conia.ci;
,octrkz ned;ury, c_ocLyse---
,ffrainecl
- IenycimeA nn._.\\us.kons d.D° cco 1.,-vide,d ) intros% ye.
i 0-base-Vexy Cine -srai het(
sub black. zq-een o6ine sFeckle4l Quarl-z cliorae, rrorr-c,ockm NC8 local bands of
.Cr\\e.r zvo,:thea, (Yorile, z;v1n3 O. broaA foo.A-ed effeci-6keeov dipp+tx3 Cok+o-k-;on -
ok.5 31noion cRmveo
'Rods 65° irrfrusve. con,62+/- -
^ + +
4.4
,1 17
.kolo-se
, vet)/
acn,e8 sob 1)1azl< w1 -14(\\ local speekl;n3
D D
- / PAGE Lo' PROTECT SEABROOK STATION HOLE LOCATION ELEVATION DEPTH 125.0 /
Logged BY: J. R. Rand 14071-BEARING INCLINATION CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 8reAs P.140(.5 pieces on lou)-
anste.
jointS hosT aNgTh
- tiP5, e.e-to '
85°Tocto°
.sotts-r Rock.15 ro1/44y 3okikS. Some.
coafin3s:
joik-)is 18,rok<en tsy\\ km°
- angle, joic)s
@.5 1+0 intervats G008.
rilhiN Breaks wick.
'microls CLQAN)
LOW At4GLE zbit..3-rs CAWS'S t CLCA!
ArisLe 20 too° 85-*
oli4T CALCrrE FILLED o SUCKEMSVXS CoatuzR fRock 'S Vres\\-1 7:
-kkvfoo(21-\\ -ook'
'Rock Cres\\-,
boo:2,1r, a01-z predonnn m icaceoos (chtor4;c) dark-3reenish Brey Quartz diorae, coor.e-gnaine,c1 rnect;orn ave y.
tocoly if4e.rm;xed with finef arone-cl diorike. Year +op of sechm.
QQartz-8or.kke.,In'rer mixed cob-re ossa ntitistle.A 1-08<,
4yPes 1)ARK MlCACE00 5 RoCK NOT ME:MSENMENTARY I 25 130."Ørn Of 1-kAe,
^
(-Quad-2. 4orii-e. ) 0-s above, ha.ssive, med i um fine, Thed wrr DDH
PAGE of 2_
STATION SEABROOK 1142,11-Logged By: J. R. Rand GRAPHIC LOG DESCRIPTIVE NOTES CONDITION OF CORE DIP d Rock 0.0' Top PROJECT HOLE LOCATION Cenier Of Oni+/-
INCLINATION ELEVATION 2:S.9 DEPTH 50,1 BEARING No OVERWRDEN aoar\\--,
me.clurn Rne ojrailled, me,c1;urn 2rey. Massve, -texi-ore.
Cho'r ock -034 Locally 'tn -VroJeci 1D3 pe5rna4ife. vein\\ ei-s as shoLon.
PEGMAli TE VeltiLZT, Co5 ° vcc,mmt-rE. vEWLE:T,15° bIP PeGnA-rt-ra 650301T-If
- dear, rn'thor Fos+
cOltr-+
11 :
gonts ace Poem y clear\\. Not Rosiy
-^
Qoos+ dionie, as above. M055.0)2.. -
1-ne.dl'um, flne, jztined frrieium emy, lou) aY)2,1e.( 05 °) 3(:).*(}5
. S 1 40, 2' irh,t-voAs
'Rock 13eco*me5 ccoirse-yone.8 G2k_lax-Vc, diOr3-e.,@72.6' 500 olf) inkrosik4.-, weAded cofkox}.
CoARsE GRAMED LOLL) an 30°A-040°@.5'40 ni-ervaks
)1'tne'Aer'klY 3-bints nok' rusty o.ificrecl except as shota\\
?ock 5';1{y toeakiv-reA, 5ht IV*
IVOcierole.
thhrn rust on occdiof'-al jork 0-5 74(4tfiefyn't,khe,,,,,i Sho (')
or,,3604 Aox GO° _io.tc-Ni.
- z(y weaiivwci rutky 51;3H-t,..vatherin3 Rusry mclerake.
weakber-ing.on 3Dints ck,S zhOtAIN NO5i-ICSk hi-5 dip bout. z CP,
4-0 \\ Isir4ervals CMPS, 051Y 6.°° RCC_J *k$
m4,or rusi-65°Joini-1 tight wea-Pre4g PAtnor ruSty Cc341-y3s on some.
join+5.
'ksVCesh.
atreded by.613\\-)k-700,j o CRAPS, ROTY Hot-GRATE yoc-AmertiviG MitioR Core Break on IOW OZ..* (30°
.3.0ints Chips A-0 I'in4ervais Breaks Oh 100 JOMAS
.5'40 1.5 interois _
$reolc
.5 14°2' pieces Byeal*<S
.3 1+65 Pieces its -70°.ie'ot even Chips -RuslY
X )(X 1( 1( X 1(
7(
k 1,4 X X X 70° Contact, Ti.GHT,wetiAED,tsitrI4 C4 ILL zomE bio-hx:xsa bkke, very Pire grained,
+
cob-of-<, dark olivine, 5pec.1c1; 65° cot,STAcw,-riaorr,WeLzet
°JILL zot,)a X )4 )(
X )4 l..)0.1kE.. rriedium-fine-siti Q
irea rnedi my. Fairly massive -texi\\ffe.
X X S s
50° FottaAl0r)
+
X V. It 14 y X
- Low 014e...:10irAs
.1'4o 2' intexv.als Rock DOis (50,1i &Mom of
^1-70°_joi cleo.n Breo.k 5 tdio' P.3
- G' piece s 550 join+
cl ectn DDH - PAGE 2_ of z PROJECT SEABROOK STATION HOLE LOCATION BEARING ELEVATION 28.9 /
DEPTH 150.1 INCLINATION Logged BY: J. R. Rand 1212,6/72-CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 70 13rettIcs 80 @wide-Space's@
.S'io 3' pieces Break5 ea, 4) s 1-6.
p1eceS 12 WeiTHCRED-4.
Breaks 0.5'1-oz' f.ieceS Breaks
@A/A-0 3.s"peces GC:P.304 Ni minor rust
.1' Heavy cus+,
Severe-1i toeaillereci 50dip (Foryje
@ wkle.
intervals, 0-part. minor roz,+ and di t nor rust sq.0yi...v.60-eci 4° "`c)64-ra e" -
localzedor Cl.nele.30in'Z.
RoCk is 611:
c..keary--
- o. ' of soff sevei,ely weche.,xed -
95.0/4-o 95.4 idepiT
- deo, siert; cat,joi ofi qock sis CresV,,
I ocalty rosk,/ on es.,oints 119.74-of2D.8#-:
ro;,
IS Sevete(y tocalt)etect 6
, fro5kyi Rcek:
sciexe weathenn on foli--on Cot-t.1'80Fcore in ekk"c6 \\Dut A-decompoSed =
minor rust wee y ocjoirit Lotx.). angte..,:r;n4::
° ps rRoak i5 -Ci-esh, no ro<sly aniolths.
Joints 300
%c..k No toSk on FINE GRAMC c otiRSE g*toeD FNE GRAIMECI (Docriz_ clior:ttei rni)Ced -Cne ev).ne.c1 Jark cyey po.i-bes in coarse-gt3ine..8 1%.s\\rii-er grey PDX.
0 $ec.on/c. Fine.3rci'ined e.lot.,.) 87.E Lo 04,3 e 3ints e 3004-0i00 dips @.5/40
- ,,(-et-vois zofle. cl ips is°
DDH EL-2.
PAGE of I PROJECT SEABROOK STATION HOLE LOCATION 20,45-0 N
.Soo
'E. ELEVATION 21 A- /
BEARING INCLINATION DEPTH Logged BY: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES maks 7o°
.1 i-oZ2 Pecs rn'nor rusf
-=
R,c;c.tc
'eh- )
rAmor ruy 6}-0,(Z:
of) i-o dep-t-C, x
y
- y y
- X wx r$
1-o R.) 0.1-131e joinis 30°
.ThvouSnoui-V 11, 7.2 "Top of Rod<
Quo-0-z-diorite, 1-nixec1 n e - s3rminect, dark grey anci CoarS -3y0inea I ileit* 1:yey pe\\GA-rX rock por pkyrific.1-0Loarck base For-phxrAiC.
2..7.a' Etiiiorn of' Holt ber
NE/
DDH E I - 3 PAGE I of PROJECT SEABROOK STATION HOLE LOCATION SITE*2. -.79 350 E.
20,1-oo r.1 ELEVATION 15. 2-1 BEARING INCLINATION DEPTH Logged BY: J. R. Rand i 2 i2.7/7z CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Go°..To int clean t'ean
=
6,,Dosnle joink-s:
.2 -.5' 'Aervois:
6ecurl, no+ T.
B eadled izht 9re.y of' Rock Quaeh diorite, preflorr, Fiele.io.ined 'Dark Sre-Y1 coosSe 1-0,o428 For phyr Hc. 4exfore near -
1:Da.se.
ble.arJne.d so-C+
contarks +ro.si-6mk
°t * -
22 Top 42/ Boiforn e Role
DDH E PAGE of 3 PROJECT SEABROOK STATION HOLE LOCATION ELEVATION 20. 2 BEARING INCLINATION DEPTH Logged By: J. R. Rand 12/27 72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Boulders 5' -Top F
,rexJ-<
ru&r*
1 70° 31, on Fo on_
Srnh-t weakTne.red, ru1-y minor rusi-on 3+..
CR R0S-C`e 70°-go° FkooGH clean occ is 'res1--)
p`;`
below 7'clepi-h - :11y, Some minor
'rust on some, x
X
,joirAS a; 53P-A5 ° 4 vat-6z -
ore,40A-ions
- XX X
' x
- X X.)
X X fitk is Cresh MinCor YV54y sl-ojnn3 on sorni.: x*/-
,jo si(A-S ) aS nCsieri:
f; Lou.) a.hopyle
%)(
ors Xp r
- 6,
to 2' Intervals: x x x
- x x
Ere 0.N5 10
@.2'io25 1 li.eC.e.S 17.
tNor 00arkz. rsDkorae,, yv\\tXJ
-3r-ckihecl dark 2rey ard coarse grojned hk-0jey rnak-rX-Fol;oAed ck4 ss°- Go° tps Wrgtfl Finex iaroaneol oa.rtz. Toy-;}e, mixeA Cvn8 cr-coO
-Brained 4-yoes f-oVta.Vton 8 s 5*°° /cxx icblC r
DDH E. I -A-PAGE 2. of PROJECT SEABROOK STATION HOLE LOCATION 20Zoo N 79.700 E-ELEVATION 2o.a BEARING INCLINATION DEPTH Logged BY: J. R Rand I2/Z6 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0
10'
_ c_clys,,,i_ 7., Rcck beacIvc1 Rock, Is Gesk -
... -- f ".,.... ti\\ 4M veciFecia 50 OlipS TO -.
rnosi tow cx.re _
3,5trik'S ace 1 i'peces 7.1 minor-rus4 cre_oasonat mmor:
rust-s of\\
5 C\\eGtAl 80°54,- roo5h, rus1y 6o 701 CHIPS cbLI To OW GO° FINE -GRAiNCD uctri-z. 6,i01a - rYiXed _
Cine--06:kne8, doxAs gray rock 'tr) meburn rse _
rained, ight-oey rno-fri)( - o coAly Vol icki-eci
DDH H PAGE 3 of SEABROOK STATION PROJECT HOLE LOCATION BEARING ELEVATION 20, INCLINATION DEPTH Logged By: J. R. Rand (2 /z6/7Z CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES C3(e0.1S5 701 pieces 9°/. 3reaks 3' to 1.51 pieces Fne enx:ine3 Rough unevon 65°.Z4,
'Rock s B008 arilltn3-M0 hie\\ 0-Y-51e nts -556-9o° 7
- Joints@ 1 /-2/
ervalS Ckre sock fres1,--
hot rusty on -
30ints - o ar)31e, ;joints dip ID.- 3op Quartz. Aorte-W; (11-eci iY)Ke,c1 Pine_ 2)v-0:I neA dark - 3rey 6.-hd rne_aionl -
coarse 1 lIfer fY) 1 ix1lon uarir.
- orfe, Cine rd.+0 Si. R-edor,ti,v,1111 Coarse-9 ra
- Ined be..1 o,
105 Bokkorr. of Vkole
Rock sOiry
-Fred\\ 14p-rall y _
rusty Coai ;NS on
,joint lce rack rncderoiely toe1ther2=
+0 1(.5'-m0sf joini 5 -
Dip 50`) or sfeeper-:
20 551:" To; rif.
Cleln 0-11PS to Breo.ke chi FG I/pieces rusk CHIPS 70°,Tont rusly DDH t-PAGE \\ of a PROJECT SEABROOK STATION HOLE LOCATION 20.300 I\\1 79.5-50 E-ELEVATION G.0 /
BEARING INCLINATION DEPTH Logged BY: J. R. Rand 12./26/-7 2_
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
-Top of Rock Qua.
' Az. y,xeck
,a4.1f1;"' ILBhrexi-.9-4-Lre-89ri e7,-8cLo-rk r s SsIe-ci.0%
Chip5
)1 X V X v Roc_k breaks inRosty
- Ch1ps Rock
- breaks,-)
40-.1 i-0 1.5 pieces
- breaks
@.1 1 1-0 2./ FneCeS Rock is.oirly -
Fred\\
j)int5 are rosF cooied -
modercd-e eo3rwA oFfcck -
35.8' in
-rone Rock 'is freE.h-koc,3 Gejoint o,re s'yo'ink 5 @ 35°-16. -
dean 0 v_. vanoos cweintai-oos 60°....1Vdrwt rv6k.y Quart-Z. dicir;l'e i mIked Pne. 9vo..noi ) dark 9rey cearSQ. gra'tned lighter srey 35°--41-0° low ante jonk e irol'
- ini-ex-voAs QUOAZ. cioni rniXect Rne. syw:hecl., ak grey anA coarse -
eci Ii3kte;r y rods -lyres Rock s,s only vaTely fol ioiekt precl °TY\\ tho,n+l y codSer v-mined rnairiX rock MOD*
WEA-rgRED 75'sr.r.lookh clear\\) oink
-^
Rock iS Cresh-pir-Its are clean arejoints:
(15°-35°Dips)are 1404' infex mis
PROJECT SEABROOK STATION ELEVATION )(:, 0 HOLE LOCATION B EARING DEPTH INCLINATION DESCRIPTIVE NOTES CONDITION OF CORE DIP GRAPHIC LOG DDI-1 E i 5.
PAGE 2 of 2 Logged BY.: J. R. Rand 12126 /72-GZ (-0-rtZ <3,16 r
- yyl xeci sra:tnecli dark 3Te/ 1'18 coarse-,trc6y,,e_A I iNker grey Guairiz-cUor:ik-e rock 1-ypes ucuri-z.
- iorile,
- ne-rocinecl arla coarse acure8. cis shown 1o' Ooktor, oF Pock iz Vs\\-1 sane,
- j oinfs clean, dip 5°-
(6.verzase 5°- foi))
No Rusf Rock 'Is 1O o(orfs=
e 50_ (10) MD 5+
tOo cLics Rock is -.6sh ary3te 25°40ie 70° rouoi/-1 36.11,4 Clean 5C9joini. or, CEA ic14--to n
--4,5° joint wil.*=11
DDH E:11-G PAGE of \\
PROJECT SEABROOK STATION HOLE LOCATION 20.-30ON 79.400 ELEVATION DEPTH BEARING INCLINATION Logged By: J. R. Rand 12/2.7/7 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 41/-Top
-1' Rock
- X X X X X X y
çE9moi4e ye inlet Core A7oc".:No;c*
breal( y,Chps
- chi ps
-7o° lo Chip5.511 lb.8' ealer pieCeS -2;--; Rusty Zo-Rosiy Fock esserl+ic* X X Fre511 IocoJly
$)(),
S*1-ly A *A OhjointS, minor fSw ))t, rt.)Sf - low e -
sjOfrit'S cVp occur
.2 /.6 I
'Intervals.
Quax-*z dor4e, m'kxecl ciark/
and coosze..-Braineck
- I13hf grey rricSri
- x X
1( X.
X X X
)X A X X X 24' IN:Morn of hole.
sr_
DDH PAGE of 2_
PROJECT SEABROOK STATION HOLE LOCATION BEARING ELEVATION 5t '
INCLINATION DEPTH 159.2 Logged By: j. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES cr fop of Rock X x X V Gejoint.
85'do nt I M hor ru51 800,10i nt L minor rusi
'Rod< 15 Ci-e6-1 41ZR03Vloth - :
mhor Sick:olin3 on surCaceS ck.bOut depkh Qocatz Norit-e-grcksined, rriedIsurn grey. Vcooe.
\\*0+i
@ i31-) arlde (8oc'-t Dip)
X X 70°__\\oini-pyfife smear
'Rock is-64) :
breaks on -
5D°-90 1"joinfs -
wif, few k)ot rusty on :
Rock no roof 3oc1c brea-ks n()-lo° joints@ 6" 1 2"intervals -
y;s4 r ock is Vres1-, tr:s becoming more 2/-1 / in1et-04S -
in hole -,joirlfs are wo.vK Stow% ryrife cfy,A infxs X x X y X 14 X 14 1.
'I,
. 0.03.4,2. Diorite,as above, -
folidd-ion more ()ruminant E to0--700 s but voJriaue, *wl airedion, F('ner 9railled medi 111-61-14 _grey dor; i-e.,
c.6es ehc..10Seck rndcliOvn (yarned mcd-rix Quartz-cliorife., as olo ve irn 11-1-1e_ ccarser-grained wsrti-) cleptVI. Less obviously Cbli'afed, more mossve fexiure.
nuartz. ctiorite,as °Love,/
6ecome.s 9ziine8)
-Wt'afed 3orne, 1--ex,dacy 13 break ory smoo-th fokAlsor, plane.
DDEI PAGE 2 ot, z PROJECT SEABROOK STATION HOLE LOCATION BEARING INCLINATION ELEVATION DEPTH Is9.2/
Logged BY: J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
\\ost-bre,c4(s In core e 31-i o° dips 613FT 700,3f.
Rod< is -66)-1-)id-, -_
ah.sle 5mcoi-In wavy:
,sjoinI1or3 15 closely Spcke)21-q1e90e;d 17 Cpru. Okr:p0r41: 1 on Col (*aon 0)MS: 4/P/ 11 in zone ' bof croY-cufling:.5 4 4' Quarfa ai.orife medium srainecl, rnecilurn grey, fo ded lOo a'
tA)elcieci ii -Folio.}-on °Aso- -
iwri+e cookt ns on:
,jolr Flaneo --
0me.jotnts are
's, Slicken5ic1e ROck iS Cresh-
.kervi..Ao break up rq cirdling _
ir\\ zones t,.)here
-54+ Siotje rcin =
reeP)rd IOC&,E1)icken,Sic\\e,
- Gbbjf,
- \\otto'(\\=', on 'oirts:
srnooti-, rur.I Apparenk Tao it-2c3r,e,,-,N Y(11. 914)5 1_0 rri latt-e l od`cr2(c'kl u
no+ rust y, rogou 9e Si ickens icie zone
- does no+ ap?scat-5°-qo°
- Or-h Or zubjeci 9rounciwaLter
-rlo fernerit-
.iS° 81p dn -6Iiod Fictries Rock is Fre sk 607:
Ed-GOa-r-fz core o 03D0.e, RoC-k eenerbAti fohafe8 01-Nd high arsIe. joints tafh svno01-ir, Surfaces i-en8 ocx.or along -E'c)\\0.-1-ion Quax-i-z Fine 3ratheA, medium grey, osocdly steep Cott in apparent PaAf zone @12f-12z,s, rock is Folished Loith sIkkerlsicie@
Va.r.00 s o-reles Quartz dkrk, fine gradne8, rned
- elark prey - resernCies
°L vccr\\it-tzect " meTa-cioartzife we,11 FoIked *,roogh out 0 Go° 8:ps
'Rock Panis(pi s) or Vol6ralion _
ocre u:AneObt rnicar_e_ouS aDariZ. dc:Ale-coarser 81-ained -Wi.03-e4 50° HIGH AN)G,..x wELbED FAULT ZONE-l'RESENCC alOTZTE FREiRtc 'r-oNE MAKES IT WEAK, 4.,,,-;-tC.uLT 90° DIPS DOLL-No ROST oR GooGe -pyRIn ON SOP PLANE 8reccio--oekdeci Lkiiskecl PMLV-r-VIE LOED 700- 90° srnoothjt.
sikkenscle 70° jf.
ZrnooTh ionS-FtIck *vs esh - m e -
shoo.5meoxica:
crr dickehs6eL
,jcnk S comoroniy 19.2 1 gott-orn OF V.cAe
DDH E 2 - 2 PAGE 1 of I PROJECT SEABROOK STATION HOLE LOCATION 20:355 N 79.275 E ELEVATION BEARING INCLINATION DEPTH Logged BY: J. R. Rand l'2_/26/72 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 12.S' Top of Rock CM IPS G5o;nt (Pock is Presh, --
hot rosy or jotn minor Pcxodety coatin371 or\\ sprne joints Low ang(e.0nts-e 20°-30° ps aoax+Z diorae, rnedt'urYI-Eint..
9rair\\e-a, mecli'vr,-srey, massive Fexfore. locally minor porphyrific 20°- 30
). ou) joiris
.2' -.5 / in4-ey-vals 325' Born of Rote.
^
^
5 i_ToP OF ROCK Fi;:m GunRTz. DioR1TEI FiNE-GRAINED btRK GREY bloRIIE E-1\\I CL.ObE-UU Mil ti-n (1::
MINOM - CoPIRH GPsfiltIED LZI-11 GRY QuAKra 1.-11E-*
FInr LZCAu-Y fOt-k F7,14 ATI ABor-ri i5° UP NEM ToP, GoiNG 5-0 ° AS51-100)0 WLIZED OR Fuse) CoNTAcTs
-114ouatoor DDH F-lA PAGE 1 of 2 PROJECT SEABROOK NUCLEAR STATION HOLE LOCATION Hampton Harbor BEARING vertical INCLINATION Wx = weathered, Ix( athering ELEVATION DEPTH 143 10 J, R. Rand Logged By:5 '16/73 0'
CONDITION OF C)RF DIP INDIVIDuAL 8REAKS IN COR5_ 5140w4 BY CR059 LIN E5 GRAPP IC LOG DESCRIPTIVE NOTES UNICol\\not_t DATED 0,1EReuR9)0\\1,
-1
-1_
oX 2 ey, 54 Bo>(.i 15 -36 ROcK ts X X X X X R51)' Jcunf -70° E55E1ATAV X x x FRESH, WITH -
,4 tighily watilemi LA, - ?c.
rodOg ROSTY : x IlLst-y Slisht -b,-. COMIGS oN
, x - v 1-te,
PisP\\TII\\16.51
_:; x x 3YI.0 i ni5 (V\\11) 1-CC1\\LC.11 - X X X o 4 CLT lb
- xxxx 75° r voh
- m.
`',160.4. MotirRATh x x NU1/411-(ERING 7 X xx jo,nt Ab.14Nr To
- x x ToINTs - N t,
stinf '4-. yvlixic t. ?,-
Ay X
,.)?. :,- (ira, rvSt -,r1 /Or jorit
- N x
- E3OX 5 6il-^.- 54 1-74
- xxxxx 1 nor n*4-y RoCK IS
'-' x '` '`
1cpre
- X X 7 a coni_ woos iRcs1 x x x
'Yo:,1,) 1411NOR Ro5rY: x x 1(
b,) 1,-.1;tr r.
13
.rc142 SKS EA
°NI :x X X PARTINGs 6S :x kx'x minor r-,..4y
%c)1410
- g minor razky X x X
- y x
- x x
_ xxX 4x s
_ x x MtiIoR RosV sTAIMNG --. ;( x 1oCAL14 AS sHoVoN _: 0 0 0.
oN Zig suRfAcES: >c x
. K
... 0.
A1'1 0141E01,1 T - M ASEVE, 111E111
-CORE
, DARK GRUA GRc y Garnet5 CTat L1NC Vnts - minor risty RoCK t5 FRESH-600 Rcosh nt _
X XX tiiror rosiy x';1(`
x x
COLIRiz DIORtrEi DARk< GREV F0E-GRAI4ED DoRITGit mir-:Dtom CcARSE LGIT GREY GOA RTZ DloRIT E.
M4TRIX JUA1L 147573
DDH F - 1A PAGE 2 of 2 ELEVATION PROJECT SEABROOK NUCLEAR STATION HOLE LOCATION INCLINATION BEARING DEPTH J.K.Rand Logged BY:5/16/73
- Firv, ROCK PePEhRS Ci4ingi1E-R(c14,
AND Is \\NE IAKI\\E-1)
- oiM-1106 _
AND ti,oPERATE NCTHERIWG QoARTz. NoRITE, INTERMIXED -
FINE DORI -1*e AIJD Mak COARSE (_)(iRrz. DOR( YE MATEV.-
DESCRIPTIVE NOTES a)tiRrz. bloRti-C.
- AeoVe,
'GRAbNG To (s-teotuR GRAINED su 8-MASSiVE &R1---z-DioR 11-E ITT4 A1Tjb FELISI;i-AR SPEtlq_mGLcx,, FALLY 1-1G1-117--Y FoLIATED coAR.E_ GRA ING.1) 30E - hraSc V E ODARTz -
D ((AIM, FE t_DsPAI" e ECo HES PROMINP_. N OoRRTz_ Doc
-CE, INTERI-tlxGD -
FINE eiloRITE It3 ME.Q1u1A-CoARSE 0,u ARTa DIORITE pc-pal-11c TENDs ToNIED(011-F1NE GRANa -
ocK IC)\\AAR05 143'ioll BOTTOM oF 110LE
.1i.JIJE. 1(3)73 70' CONDITION OF CORE DIP GRAPHIC LOG R3031, Vigini-fOinor n)5{
ter break Mira( NA' ROCK IS FRE%
VoX 5-t 4 tco-tr2' SLIGHT PcC,K 5t'Y'156.1 wEATtIERING. MINoR VoZY SCFORE ops-rui chFs Rccic ts NoTAELY VUGGY-BREAKS ow CIILDRITE-121,s' RICH I-UGHANGLE Pii.rufQ5 Mira co4-v 1
Rock ts
- pint FRE54 rcr rtyity 4ain vus on dmIcpred C) SAMPLES coCk PINS1CAL IESTI NG GE0 c\\INC6L EN3GINEC4kS t.
5(2_03 30X 7 33`1oll !Igo' 146-7 UV 4 71 /-- ('
1 31 69/77 minx rost-Shi tcci< vroz-ehiB (Roit w rcit som mooR R05-N 5rAuvwG Minor mst zfain As s440qA)
^
^
coLL.
DDH F-2 PAGE 1 of 2 PROJECT SEABROOK NUCLEAR STATION HOLE LOCAT ION Hampton Harbor ELEVATION BEARING Vertical INCLINAT ION DEPTH 264 5 J.R. Rand 5/14/73 Logged By:
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 130 NOR:: cP,o55 - 4\\A1-C14 MARKS 31\\I "'CONDITION" COLUMN EQUAL-.
MEALYRE.b eRefo-cs, sr)10-1-':. !YR P1Rift,)C75 IM C -1E5
- ONC_ONISov-IDA TCD OvERBoRDEN 158' ToP oF ROCK 150 1 160-:- Er,x 2.
- 158' -178,5 BoX 3 1 178,5 i-192.S 10.1c 2:sSa) -rtAta D301-.3-
-11Gt-t Ar \\ (.4E3b11\\lT5 Lou) FM\\_\\C-Lc oaRT1065 R-rs)1'11 :
STAVinG. GENERALLY alow 51RLA:rEb S*-
FACe.c,, EUT ARC, (3o -r :
PoLv2,1([1.),
sp-,
oN)
Suaf"ACt7, ARE NoT poi_151-tED Rod.< Ls EE.01-IriLLY KC:M.
)14-- GREY KWDER Coc'tinOG aplas AND PIIRTags.
Vu.V.
PARTiN,(3S t13 7
(41A (LC-JO NTS DIP A-r VARINZ 0RL Pt\\NTRitoNS AT 55°T-670°_
`RCCK a:Seto-nRU?
P.,c..",1-1. -1"0\\bs To PP 't FAIRLY rASILY kor36 Z::11.01.1EL CaoRITE-WItED Iriinor ARE RE-MINGRALIZCL,
`,(Yjb\\Y A% 1)0 NOT So;;GEa Rcce-NT tiovEMENT:
1:;,:)ary Co(a.c;,
ON) apt-U: P1KTitX5 F-EL-NPATFIC.,
DnEMINTITCD
)AGUCLY FOLIATE:
SovIa0IIAT MASSIVG 14\\EJNOM -GRUK:1 mEb(um DARK GREY CaDR.
hll\\W-Rit\\f-S ARE Lb-r Sues ger lb eFFECT5. FoLATroto Ls ARDOOD 40 1) up -
ROCK BREAKt AC,Re_65 V-OLiATtoto.
btp5 4f,-30yr" 6oc; 6u -r IS Ncyr pRoti(t)arr Exc,c_PT -
LOCA LLY,
\\13,1,4 Sat-LIST, FELDsPicafte, MEDiort GRAltotiLD, -5u8-1-LF6SIIIE TExTURE../ 1k)1114 t_ocAL -zon&is CF PRotiiNgt,IT t-,
R-ANGLE FOLLATIOO. CTRIATED C1-11_0/RfrE BICH TONI 6oe Afke CC)NIM) 41:L Re MoDERATELke JUtJE I 69 75
ELEVAT ION PROJECT SEABROOK NUCLEAR STATION HOLE LOCATION BEARING DEPTH INCLINAT ION DDH F-2 PAGE 2 of 2 J. R. Rand Logged By: 5 /14/73 DESCRIPTIVE NOTES 1-1-1bP4TI-i(C,AS Ai3oVE.
PoSs I BLY Lvirl_E Coig RS -GRAINeD 11-1AN ArboVa.
3LCn\\,t(mg kola_E0 ori-14 eleirlre K NO13 Ar.lb NIOn Uci,o361]. ItQ FE-L1)31)A-VI(C. HATRIY. coNITORTD ouATIoN). (META - 110LCAOIC until)
Sags-C I A AeoVc i BCor-tiNG Ivtoc MckE-eto-m-E-FitckI, FUJER-GRAINED BElou) 227! 1-1IGHLY coriroRzo Pot4 AT/ON, so-r RE(s -rpt.i4T-
- KNG, Set-lisT, Fair:001C, 81 oTriE-RicH, HIGHLY Col.YroMD FooromoN.
1,-Eo1uM-FtNE GRAINED, MEbturt -.DARK GREY. c4-1LoRITE AND PYRITE otv Totnyrs.
0 SAM pi_E5 roP, GeoTECitniCAL t,.)611`,3EC=_Rr...
5123/73 269 5" Q,OTTOti OF JLIN.IE. I -7 3 tc)il CONDITION OF CORE DIP GRAPHIC LOG FOCK (5 E__ENDPILLY 7
FRES14.561N-rs 4-\\ AVE Mik\\DR sTruNNG AN)D PYRI -rE CRO3TS, ToiN15 ARE:
S11170-Te-o, Wrrti-PARTNGs DIP &P-107 ACF05S ARC r,3o-r-1,1-5ukpa sTAtoeb 210
?OCK lEFREs C-1 CLITE fi\\R-rzs.
AKE suptLwur -
ARE coPc1e-DOrri-i-PYgt7t PttoryoR PooDER Ako w at-lOco sl_t PPA GE, 2
sildiens;aes RCCK is FRES144 Joint") AND rARTIOSs_
ARE LwAGLYQ3ITE PPEM, sTRIATED,_
Poll.51vci -
p)/ri tete ureared Pol i5kc Rock 15 FREst,t, PA RritoGs 1C
-SLIPFEKY, 250L.7 4,0***
BORING LOCATION N18311, E88393; INCLINATION Vertical BEARING DATE START/FINISH June 8, 1973
/ July 2, 1973 CASING ID 5 in. to 4 in. to 3 in. CORE SIZE 2-1/8 In.
TOTAL DEPTH 329.6 ft DRILLED BY American Drilling and Boring, T. Paquette
- GROUND EL (MSL) 16.8 ft DEPTH TO WATER/DATE 15.2 ft / Juit2, 1973 LOGGED BY Soil - K. Polk; Rock - J. R. Rand EL.
MSL ft SAMPLE RATE OF ADV.
min/ft WATER or RQD CONTENT PRESSURE TEST STRIKE, DIP F = Foliation J =Joint C = Contact B = Bedding SOIL AND ROCK DESCRIPTIONS uz n
.0 fa 41 (Weathering, defects, etc.)
(Type, texture, mineralogy, 0 g color, hardness, etc.(
c) ca Depth ft Type and No.
is, or Rec.
Graphic
&PE-psi Computed
,, k 10-"cm/sec
!III/1111 1.0 S = Sliekenside 15.8.- : -
-80
-100-
-120--
.: C 7
-10 r-
- . Ls' Al A2 6
TOP OF CLAY
°-
C Brown fine to medium sand with gravel pieces up to 4" in size (Fill).
Light brown medium sand. Clean; uniform; subrounded grains Similar to Sample A2, but brown.
Light brown fine to medium sand. Clean; uniform, Similar to Sample S4.
Light brown medium sand. Clean: uniform: subrourided grains; contains a trace of coarse sand and fine gravel.
Similar to Sample S6.
Similar to Sample S6.
Similar to Sample S6. --___
Gray fine to medium sand. Clean; uniform; subrounded grains with a trace of coarse sand.
Gray fine sand. Clean; uniform; contains one 10 mm size gravel and a few black -_
Silty sand layers 4 mm thick. -__
Similar to Sample S10, but contains a 15 mm thick layer of gray-brown silty sand
=
having a slight organic odor.
Similar to Sample 510...:,:
Similar to Sample 910, but gray-brown.
Gray fine to medium sand. Clean; uniform.
-r20 75 T
D6 7.-30 c57
.7 CS8
- '° [lisp 7 C510
_ CSII
=
7 CS10 760 cs13
.7 ET1 4 E SA 4A 41 69 34 52 54 57 60 74 80 58 21g
--70 Es15 7
C516
,80,.._
L_?1.7 7 D18 r00 D19
-7 D2°
- -100Epgi 7
DS22
- 410E323
- C,
- 120D525 S24 11 0
0 0
0 0
0 0
0 0
43.3
- 46. 2 41.9 44.6
- 36. 8 30.7 34.3 34.2
- 28. 8
- 34. 8 30.9 TOP OF TILL 7
C 7--
Gray silty clay. Soft; medium plasticity and sensitivity; contains several silt and 7 silty fine sand layers opts 75 mm thick and one 20 mm thick black organic silt layer. -
Silt and fine sands layers give a very fast reaction to shaking test.
s(tor) -- 0.13-0.15 tsf 11 Giay silty clay. Very soft to soft. medium to high plasticity; medium sensitivity:
contains a few fine sand lenses up to 8 mm thick. su itor) - '0.10-0.13 tsf Similar to Sample S16. s. (torl -- 0.17 taf Similar to Sample S16. su(tor) = 0.16-0.18 tsf Similar to Sample S16.s 0 itor) = 0.18 tsf LI Similar to Sample 816. s uitor) = 0.19-0.21 tsf -
Similar to Sample S16, su ftor) = 0.20 tsf Similar to Sample S16. su (tor) = 0.17-0.19 tsf Similar to Sample Slti. suitor) = 0,23-0.30 tsf Similar to Sample S16. s u itor) = 0.19 tat Similar to Sample S16. suitor) = 0.15-0.18 tat. f Lost 20 cu. ft mud @ 125 ft]
.7 Gli26
',1 5jDNX-1 7
102 100 0
TOP OF ROCK Gray silty gravelly fine to medium sand, Widely graded; contains angular gravel piece" waiRierwit Walla. 128'10" May be top of rock.
129.6ii pot,- moderate oderate wx. May be boulder in bit,no
-1 recovery 1394" Tnp of cowl rock z.
NX-2 97 4.1 67 r
n D Fairly fresh. Slight wx ten-gmv in f wapri,shusd Is_
stain Minor rust
-y-, -,,
Secoharisst, gntscil.c. Medium to medium prominently follantled. 1 Feffaaltithico. :-
7--
e r.i 0
N N - Standard penetration repistance, blows/ft Rec - Length recovered/length cored, %
RQD -Length of sound core 4 in. and longer/length cored, %
s
- Split spoon sample Groundwater U - Undisturbed samples 8 - Shelby tube N - Denison F-Fixed piston P - Pitcher 0- Osterberg G - GEI D - Drilling break k - Coefficient of 7,8 -Weathered, weathering permeability NOTES A - Auger sample
- 1) - su(tor) =Shear strength measured with Torvane.
SEABROOK ST ATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY g Mad engIneas g..n.,,,,,.......
Date: October 4, 1973 Project 7286 PAGE 1
of 3 I LOG OF BORING F4 (1) GEMISCHNICAL ENGINEERS INC.
BORING LOCATION N18311, E88393; INC LINA TION Vertical BEARING DATE START/FINISH June 8, 1973
/ July 2, 1973 CASING ID 5 in, to 4 in. to 3 in. CORE SIZE 2-1/8 in.
TOTAL DEPTH 329,6 ft DRILLED BY American Drilling and Boring. T. Paquette GROUND EL (MSL) 16.8 ft DEPTH TO WATER/DATE 15.2 ft / July 2, 1973 LOGGED BY Soil - K. Polk: Rock - J. R. Rand L.
MSL ft AMPLE RATE ADV.
,min/ft R D CONTENT or Q PRESSURE TEST F = Foliation 11 STRIKE DIP J = Joint
=
C Contact B = Bedding SOIL AND ROCK DESCRIPTIONS a:
SS '4 (Weathering, defects, etc.)
(Type, texture, mineralogy, 0 ia
,4 color, hardness, etc.)
° al I
Graphic m
psi Computed k
0-4 cm/see Depth t
Type and No.
N or Rec.
' " " "130 S = Slickenside CONTINUED FROM PREVIOUS PAGE
-140
-160--
-180-:
-200--
-220 --
-240--
-260-:
-2E6.2
-_-11ICLI--
0 NX-3 NX-4 06 99 00 75 93 gg 110 61 63 95 102 35 74 67 50 11 7
45 70 93 109 100 42 95 96 87 67 100 87 165 100 60 59 100 67 71 2.6 2.7 2.4 2.6 5.4 2.1 4.5 8.9 5.8 5,7 3.4 4.9 5.5 9.3 8.0 12.0 12.0 12.0 10.7 9,0 7,3 g,3
- 7. 0 7.2 8.3 7.0 6.0 8.0 9.0 8.0 5.2 8.2 7.7
- 12. u 19.0 64
- 5 43 34 25 0
o 10 2
0 0
0 0
0 57 0
62 17 0
16 30 0
14 0
0 01° II L150 1Gulps No rusty staining. Most part
, ings cut across foliation-dip 200-35'. Many low-angle partings are smooth.
Chips-Fairly fresh. May be slight angular wx of feldspars. Partings are powdery, but not rusty.
Dips NE?
5 Angular chips-Even joints intersect An 61 gone of intersect-at about 90° r ing smooth even r 1 ),11,1,s 8 1 ightly Becomes moderately q vuggy weathered, vuggy.
170.6' 7--__
4,......
- 7 As above, gneissic schist. Medium grained, weakly foliated.
Z--
0,Approx contact depth-dip 45' 7160 L170
-180
-190
--200
..-210 1
1.2 NX-5 NX-6 NX NX-8 NX-9 NX-10 NX-11 NX-12 N X-13 NX-14 NX-15 FA lig Chips Weathered, moderate Extreme wx-to extreme wx at dis-sandy Moderate-continuous intervals al severe wx shown. Not rusty. Ex Chips treme wx-decomposed Extreme wx to soft granular, tin-Chips-moderate consolidated. Rock 1._
)
1-
.i.
-I--
4-4 1
4 1
t 4_
1-4-
' Extreme wx 01 diabase just below -
contact Diabase. Dark gray, fine-grained, -
with scattered dark green olivine :
specking. Olivine wx to tan speck ling. Massive texture.
Note - Rock appears to be closely _:
- jointed, but does not show evidence of shearing. Joints frequently at :
80°, suggesting 800 dip on dike ----
7._--
wrApir rAIRINFAI prOPPr to severe wx Chips crumbles at extreme Extreme wx-ax; is sectile, soft at crumbles severe wx.
Chips Extreme wx-Weathered throughout, crumbly earthy moderate to extreme, material,black but predominately se-Earthy vere to extreme, soft Chips rock chips to crumbly Chips decompred earthy Chips mater a.
A MIPIII
+- ti Quartz-feldspar veining I'
.q;t74 a,
Slightly to moderately wx.
Moderately to ex-Chips tremely wx-locally occurs as crumble Chips earthy material, is -
about 5' Extreme wx, continuously separa
- of core soft, earthy tad by chips of mod
- lost material erately wx rock.
Extreme wx Becomes less wx-earthy slight to moderate Chips-slightly wx. Some rusty to moderately wx stain on joints.
1.5' core lost Core lost-probably
- 7 038" Fused contact, appears to ne _
i*_. - sub-vertical,
'-- -'medium to medium-vertical.
- Schist, t, gneiss ic, feldspathic _
..-- i, ainec, medium gray,not -
4 -
)12 5' eafrz 'feldspar in contact zone:
Pr Ai (Actual contact not seen-may be a 7 4- (A foot or two lower.)
t--
Diabase. Dark gray to sub-black.
.1-
- e-
- ed.
t 4-Fin grain Apparently cut by closely-spaced 1-1-high-angle joints. Not apparently -
1-broken by shearing.
1 ---
t- +
4-4-r
-(-
4--. 4-Diabase, as above. Fairly fresh.
1-"
Olivines not discolored except
-I- -I-locally.
4-4.
-I-4 Diabase. Locally has angular feldspathic inclusions.
I-
_r 1-.
'i-- 44 4
Diabase. Dark gray, fine-grained. -
1i- '1-Olivine crystals fairly prominent. Z 4-PAVAN Nx-ie
- - NX-17
_ NX-18 NX-1S
-23c1' NX-2C NX-21 Z.
NX-22 44,_ NX-23 1--
NX-2E
-25C NX-2C
t NX-27 NX-28
-260-NX-29
- - NX-30 NX-31
- - NX-32 727r NX-33 NX-34
-28C NX-35
- = NX-36
- -NX-37 284-NX-aa PM MEINIIIIIMIS VAIIT/AI i
3
- i extreme sex Extreme sex Looally fresh inter-sally, but subject to moderate wx on joints.
Extreme wx Extreme sex Chips Locally fresh internal, but subject to moder-ate to moderately se-10" core lost vere wx on joints.
Chips Chips -fairly fresh Chips-moderately WE Chips-internally Fairly fresh to slightly slickensided wx, Conchoidal slick-ensided surfaces lo-Severe wx cally. Chlorite con-centrations(?)
wrAmmi hips ir A MA§ FA=
PP4 le NX-24 1/41111=621E Prigrej I Ail KIM=
21111F/AINDI PPM mr.I.A...:
Chips-fairly
- 'fresh Chips-internally Fairly fresh inter-
- slickensided on con-natty, except locally choidal surfaces goes to moderate to extreme wx,
- IFIFIM, PIAN Am 12.0 11,411M 7
in N - Standard penetration resistance, blows/ft Reo - Length recovered/length cored, %
RQD - Length of sound core 4 in. and longer/length cored, %
- Split spoon sample
- Groundwater U - Undisturbed samples 9 - Shelby tube ' N - Denison F-Fixed piston P - Pitcher 0 - Osterberg G - 0E1 D
- Drilling break k - Coefficient of wx - Weathered, weathering permeability NOTES SEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY U Med 6ft0186f8.ocne....-. m Date: October 4, 1973 Project 7286 PAGE 2
of 3
I LOG OF BORING F4 (1) GEOTECHNICAL ENGINEERS INC.
BORING LOCATION N18311, E88393; INCLINATION Vertical BEARING DATE START/FINISH June 8, 1973
/ July 2 1973 CASING ID 5 in, to 4 in. to 3 in. CORE SIZE 2-1/8 in.
TOTAL DEPTH 329.6 ft DRILLED BY American Drilling and Boring, T. Paquette GROUND EL (MSLI 16.8 It DEPTH TO WATER/DATE 15.2 ft ! July 2, 1973 LaaiGED BY Soil - K. Polk; Rock - J. II. Rand EL.
NISL f
SAMPLE RATE r ROD CUTENT R
PRESSURE TEST S DTP TRIKE '
Fellation
,t = Joint U - Contact Ii = Bedding Sti,il, AND ROCK DESCRIPTIONS ie 4 M,,j (Weathering, defects, etc.)
(Type, texture, mineralogy, 0 =
cetor, hardness, etc.
'-' m Craphic pal Computed is-4 on/see Depth ft Type and Na.
N Dr or 1:,DV.
Rec. in/f 1 )0 S Slicl enside CONTINUED P10GM PREVIOUS PAGE
- 284
_287. 2
-280 '__
-300 7.
=_
-310 L
-.300 -
7320 e-L
--329
. 8 NX-39 NX-40 NX-41 NX-42 NX-43 NX-44 NX-45 73 70 102 90 107 100 98 9.0 0.7 5.0 5.4 6.7 4.7 5.0 10 42 50 73 78 94 87
=
R
- IP.
.1 0
- -. I g
g
- 1,7 Extreme wx Fairly fresh. Drills fairly well.
lost breaks across Core
' -po 85 lished site kens ides ' Fresh. Some minor powdering of feldspar phenocrysts. Minor 50°-Chlorite powdering on joints.
Fresh. Drills we.
- well, Curved joint-Parts on chlorite-highly chloritie.
smeared striated slickensided slippery joints.
75: Joint-chlorite smeared coated-striated 4-f-f
-/-
-t-1--
1-
+ +
-I- _,i.
'l- +
-t-t I-i- _.,_
i f" +
7---_--
Diabase, Dark gray, fine-grained, z with small scattered dark green phonocrysts and scattered small :
white feldspathic phenocryst speckling, A
di IPA 1
I 1
PP BOTTOM OF BORING 7
L'-
-7 02 0
N N - Standard penetration resiatance, blows/ft ec ecovered/length R - Length r cored, 'it RQD - Length of sound core 4 in. and longer/length cored, %
U
- Undisturbed samples s - Shelby tube. N - Denison F-Fixed piston P - Pitcher 0- Osterberg G - GM D - Drilling break k - Coefficient of wx - Weathered, weathering permeability S - Split spoon sample a Groundwater oun NOTES SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY a trilled engineets
- CCIMWROM rc Date: October 4, 1973 Project 7296 PAGE 3 of 3 LOG OF BORING F4 OEOTECHNICAL ENGINEERS INC.
BORING LOCATION N16553, E90235; Offshore INCLINATION Vertical BEARING DATE START/FINISH Nov. 10
- 1973
/ Nov. 14, 1973 CASING ID 3 in.
CORE SIZE 1-7/8 in.
TOTAL DEPTH 243.6 ft DRILLED BY Warren Geergn, ilICIA, P. Schaeble, J. Harris GROUND EL (MSL) -9.1 ft DEPTH TO WATER/DATE Tidal ft / - LOGGED BY Soil - K. Polk; Rock - J. R. Rand EL.
MSL ft SAMPLE RATE OF ADV.
min/ft WATER or RQD CONTENT PRESSURE TEST STRIKE, DIP F = Foliation J - Joint C-,,-- Contact B = Bedding 44 Q SOIL AND ROCK DESCRIPTIONS C4 4 (Weathering, defects, etc.)
(Type, texture, mineralogy,
- 9. 0 color, hardness, etc.)
'-' ge Graphic Iii:n psi Computed
_A k 10 `cm/sec Depth ft Type and No.
N or Rec.
0 111T/1111 0
S'. Slickenaidp
-9.1
-20 ^719
-346
_0_730
-4L7
- 60,7
-100 -7.3°
-120 -711
-152.9
- L 7 [
E 7 [
720 E 7
EI S6
- 29,5 Si 82 83 S4 S5 33 51
- 145 67 69 65 2)
None TOP OF TILL Light gray fine sand. Uniform; clean.
Gray medium to coarse sand. Uniform; Olean; Subangular to eubrounded grains.
Gray-brown gravelly sand. Widely graded; slightly silty; ubangular to eubrounded grains; contains several gravel pieces up to 25 mm in size.
Similar to 93, but sand is mostly fine to medium grained.
Light gray fine to medium sand. Uniform; clean.
Similar to Sample 95.
p
`I S7 S7A 148/6"
- 87
- 123 TOP 7
[ Se OF ROCK Brown silty sandy gravel. Widely graded; fines-are nonplutio; angular to subangular grains; contains gravel pieces up to 30 mm in size.
Light gray gravelly very silty fine sand. Uniform; fines noulastic; contains several angular gravel pieces opts 15 mm in size.
Similar to Sample S7A, but contains gravel pieces up to 36 mm in size.
-33.0 i-40 _
83 97 94 102 100 99 100 100 100 100 100 98 100 100 100 1I7g 98 98 10.0
- 6. 0
- 5. 0 5.0
- 4. 0 6.0 8.0 6.0 4.0
- 6. 6 6.0 5.0 4.0 6.0 5.0 g.g 6.0 5.0 1) 29 50 49 55 85 97 81 96 90 70 50 97 65 83 85 "g
88 88 I:
1
- 7 7.
7..
N63E, 629E F -
0032W, 40SW J -
0470W, 388W F -
k15W, TONE S N16W, 58NE.1 N21E, 35SE S MN: fiNE i :-
N20E, 28N W'S :
well. J o
ints and part-P.
Hard, but is affected 42 l' Diorite. Fine-grained.
throughout by slight to 4-Fue contact dips 55 Minor wx moderate bleaching (pre-, + Diabase. Greenish tan, bleached.
-140 -713°xNQ-15 7
"r 60 7
no
-10 7-712
-x
-140
_ NQ-1 NQ-2 NQ-3 NQ-4 NQ-5 NQ-6 JIQ-7 NQ-8 NQ-9 NQ-10 NQ-11 NQ-12 xNQ-13
,.NQ-14 I NN?,..--1.7
".NQ-18 xNQ-19
%/MA IN x r v46 8,
1 some hydrothermal). Joint)" "
- show minor wx effects.
Diorite. Fine-grained medium Bleaching does not seem. I tannish-gray. Moderately t-Talc to degrade rock strength.,. 'c.,
bleached. Quartz diorite.
- z 1 V 2.4,
0 *
- Pyrite So
- 7. 2,
'A
% sA
-'---*H36.0, Fused Intrusive contact FA IFF I
i P.
I I
I lil
/
I 1
I 1
FrA
- Bleached Mabee°. Bleached at top.
0 D Fresh and hard. Drills ',Ir._ fI, Dark gray below.
0 Slight wx well. Only local and
_4.
Fused °contact dips about 68° L-D
- 91. 9' Diorite. Fine-grained, mad I-D minor bleaching effects.... 'A 7, k 7 Minor
,., tannish gray. Some minor chlorite x '.. r bleaching.
- 'I`X ). '
Minor wx *-r. ax
_ Minor wx Fresh and hard. Drills -" I well. Minor surface vix It " X Diorite (7) or feldspathized
_ effects on some partings.., X -,I. quartzite (7). Fine-grained, X
quartzes*, prominent foliation N
, X Pyrite X x showing high, but quite
. Graphite( 7)-dips 63° variable dips.
r.
p Polished slickensides
- , X X Diorite. Quartzose and locally
't Polished slickensides
-_- D Fresh and bard. Drills z
-well. Some minor wx ef-i Pyrite feats ea joint surfaces.
t Slickensided
- t i
l jont aeTop _._,
z 5 of diabase is D
bleached, hard.
a
.7.'
Minor wx M
Slickensides Fresh and hard. Drills conchojgja well. Slickensides do Pyrite-8116.3D-not appear recent, are sides commonly on irregular, interlocking surfacers.
Fresh and hard. Drills Eo Inge are locally slick-eneided -144.5' slink-Polished ensides. High polish.
P.
- r. foliated. Fine-grained, med-turn gray. Local minor bleach-log.
z r K
Contact dips about 25° v
II' 111 4' 2- ',Bleached Diabase. Fine-grained, 4 +
grades to dark gray below 6' bleached zone.
A-.11,-..417 I
re,i rip
_A CO -0 0 I, Diortte. Fine-grained, med-ium dark gray. Irregularly foliated throughout.
'I w w x " z y,
% r*
X 3, >.
r r,,
.., Fused, welded
-:,.. breed.
%lam 0.0 29.3 0.0 1
1 P
alickensides
-145 e
N N - Standard penetration resistance, blows/ft Rec - Length recovered/length cored, %
RQD -Length of sound core 4 in. and longer'/lengthcored, %
s
- Split spoon sample
. Groundwater U - Undisturbed samples s - Shelby tube N - Denison F-Fixed piston P - Pitcher 0- Osterberg 0- Gm D - Drilling break k.. Coefficient of wx - Weathered, weathering permeability NOTES 1)-Roller bitted to 40.5 ft 2)-No clays present; therefore no water contents were determined.
3)- This is only a partial list of dip and strike data.
- - 300 lb. hammer used.
SEABROOK BTATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY g utted eretneers II 07110.11ANII MC Date; November 23, 1973 Project 7286 PAGE I of 2
I LOG OF -BORING ADT 18 (1) GEOTECHNICAL ENGINEERS INC.
BORING LOCATION NI6553, E9023N Offshore INCLINATION Vertical BEARING DATE START/FINISH Nov. 10, 1973
/ Nov. 14. 1973 CASING ID 3 in.
CORE SIZE 1-7/8 in. ft TOTAL DEPTH 243.6 ft DRILLED BY Warren George, Inc.;, P. Schaeble, J. Harris GROUND EL (MSL) -9.1 ft DEPTH TO WATER/DATE Tidal ft / - LOGGED BY Soil - K. Polk; Rock - J. R. Rand EL.
MOB.
ft SAMPLE RATE OF ADV.
min/ft WATER or RQD CONTENT PRESSURE TEST STRIKE, DIP F = Foliation j* = Joint C = Contact B = Bedding ie N SOIL AND ROCK DESCRIPTIONS lia'a (Weathering, defects, etc.)
(Type, texture, mineralogy, 51 8 z color, hardness, etc. )
_ FA Graphic gm psi Computed A k 10-'cm/sec Depth ft Type and No.
N or Rec.
" " '110 S = Slickenside CONTINUED FROM PREVIOUS PAGE
-2M.9
- 60
-180
-200
-220
-240
-RE.7 9ff.:
180 1
',I,
,I i i. N Q - 2 9 IA NQ-21 I
It, NQ-22 I
a NQ-23 I
IQ-24 k
I INQ-25 I
I 14Q-26 i
A Q N -27 I
A NQ-28 1
1a NQ-29 1
I NQ-30 g
I,.NQ-31 II AI Ia* NQ-93 1
I Q-34 i
I I
IA Q-36 II Q-37 1
I] Q-38 I
Q49 100 100 100 100 100 100 100 100 100 100 99 100 97 100 100 100 100 100 98 100 6.0 4.0
- 5. 0 5.0 5.0
- 5. 0 5.0 6.0 4.0 5.0 5.0 6,0 5.0
- 5. 0 5.0 5.0 5.0 5.0 5.0 5.0 97 88 94 69 100 87 61 60 90 88 8 0 67 82 87 92 52 01 100 60 1 4 4 1,19.3
/
II 0.0 a
100 N81E, 35SE J ---
N42W, SONE a N OW, 76NE S N 0E, 44NE J 1478W, 608W F -
1426E, 71NW F 1 titR; g2U S'
- 1473w, 3W, 68SW S -
N20E, 70SE C.
hT3OW, 40NE J -
N82W, 48NE F :
N73W, 30NE J N21W, 49NE C - -
N55E, 80NW C --
NOSE, 34NW S --
5 -
rIM: NIP 7
N20E, 64NWT -,
N58E, 46NW J :
N75E, 275E J :
NOSE, 44NW S 7 N12E, 1514w 3,:-
N57E, 1214W S -
WISE, 57SE a :_
1164W, 64NE S :-
NIOE, 6511W J :-
N16E, 3414E S -
N32E, 325E S --
1411W, 38NE J --
N57E, 88NW J --
N44W, 74SW S _:-
N90E, 35S J :
N45E, 42NWJ r N23E, 765E C -:
1 70 Fresh and hard. Drills well. Only very minor wx effects on joints and partings.
Pyrite 5 5 ft
" s o X e 5,
... Diorite. Fine-grained, 11 medium dark gray. Irreg tarty foliated throughout.
A:
-',Diabase A A.
1, x *..
x.z hard. Drills 166.8, Fresh and 6
- 0. 04
-+-4.71 168. 91 Diabase. Unbleached.
Diabase is tan-well.
ri 0
..1- +
Intrusive contact dips 50 bleached, but adjacent $ a 170.3' Diabase. Bleached tan. Fine-7 diorite is not bleached. +,piorite 0,__grained. Hard
..9 Shart contacts.
51 Slickensides-Moderathly to severely Apparently wx. Softened. Locally welded weak.
Slickensides Pyrite Fresh and hard. Local; slickenaides slickensided zones I
lated to folding.
Pyrite
..+/-...1:- Fused contact dips 800 x x >
0 x x Diorite. Fine-grained, A.
X x medium gray.
x a fused intrusive contact -
', lin. 5,1=11ar I
II ril 0
0.03
_*,.,Fihe Diabase. Tan(bleached)throughout ty."-,,, 'Coarse girl.45
.189 I*
11,1 appear to be old. Re-tZ61L'
_-4_,t_..1 x High angle, fused fault (?)Contact-
. I A Quartzite(?) Thinly foliated, -
- Fused variable dips. Fine-grained, 2 r---, breccia medium gray.
Quartzite, as above. Well -
foliated.
Fused feldspathized contact
' Bleached Fresh and hard. Lo- --
.202.0 '
a 0 Moderate wx catty subject to slight -'°---n-T phanitic rock-quartz eyes. --
to moderate wx effects -'-
Yk*
- x-Quartzite Bleached (hydrothermal?). -
i Moderate wx on joint surfaces.
x, 5 > Diorite. Mixed medium fine q
Highly polished slick-V*xs
- Gray quartz diorite. Coarse- -
enaides at 113'. Also,,,
- Local grained quartz diorite and :
It Highly polished at 117. 6',
'`,e x, Bleached quartzitic, 6 smooth shaken-X X x sides, dip 60°
- 2176, I
Q-32 I
.30 a
.., 08.6 0
0.02 i
- Highly polished Hard, but bleached 5 ), 5 Diorite. Bleached throughout elickensides throughout to light X X fi Slight wx greenish tan. Presume.:,.°.., to light greenish tan. Fine-grained quartzose.
D hydrothermal bleach.
.e x Hard, but bleached ',
Fused contact dips about 600 -
226.0
--I-D Diabase. Bleached to light throughout, Drills. tA..1:1, Slight we Minor surface +.I -.1.- greenish tan. Fine-grained...:
well. M Talc we effects on joints.
4-with darker green mineral Joints are not shaken-4 -4 speckling.
sided.
1 O
1 1-1 gnu, Fused contact. Irregular din
/ gi r 22.175.8 0.01 5
P
,x X A Diorite, Bleached. Fine- -
, ), A 1 x at Y grained, greenish tan, BOTTOM OF BORING r
=_-
X Note: High-polish "joint" at 7
213': Strike,,N45W, Dip 61 NE
'7.
g ga 0
N N - Standard penetration resiatanoe, blows/ft Rea - Length recovered/length cored, %
RQD - length of sound core 4 in. and longer/length cored, %
a
_ Split spoon sample
.4. Groundwater U - Undisturbed samples s - Shelby tube N - Denison F-Fixed piston P - Pitcher 0- Osterberg G - GET D - Drilling break k - Coefficient of wx - Weathered, weathering permeability NOTES x - Oriented core.
U SEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY MW enginsas Date: November 23, 1973 Project 7286 PAGE 2
of 2 I LOG OF BORING ADT 16 t42011ISCIINICAL IINGINECHS INC,
BORING LOCATION N16571, E90280; Offshore INCLINATION Vertical BEARING DATE START/FINISH Jan, 4, 1974
/ Jan. 7, 1974 CASING ID 3 in.
CORE SIZE 1-7/8 in, TOTAL DEPTH 240.3 ft DRILLED BY Warren George, Inc.; P. Schaeble, J. Harris GROUND EL (M8L) -4.0 ft DEPTH TO WATER/DATE Tidal ft /
LOGGED BY Soil - K. Polk: Rock - J, R. Ran EL.
MSL ft SAMPLE RATE OF ADV.
mm/ft cvsNELIT orRQD PRESSURE TEST STRIKE, DIP F = F J =Joi oliati on nt C "Contact B = Bedding SOIL AND ROCK DESCRIPTIONS a.) P gg 1 (Weathering, defects, etc.)
(Type, texture, mineralogy, Q color, hardness. etc.)
Graphic lf,M psi Computed 40 0- em/sec Depth ft Type and No.
N or Reo.
IIIIII R.= Simkenald
-4.0 7 _602
-100-
-120-
-140 --
7-10 1
-20
-30 1) 3)
None TOP OF ROCK
-40
- -5
-..7 7:90 0
0.
-12
.7
-131
-141 NQ NQ-2 NQ-3 NQ-4 NQ-5 NQ-6 NQ-7
= NQ-8 NQ-9 NQ-10 NQ-11 NQ-12
- NQ-13
. NQ-14 NQ-15 NQ-1 2) 100 100 100 100 100 100 100 100 100 lOft 00 00 100 100 100 100 5.0 5,2 5.3 4) 5
-118 53 68 71 03 100 100 63 100 0
80 78 75 98 82 98 87 6)
N62W, 61NE J N79W, 25NE J f4,93k. RE i N11W., 638W C N76W, 39NE J N 7W, 42SW 3 N73W, 29NE J Pyrite Fresh and hard. Drills Diorite. Fine-grained, medium :
well. Minor surface we x, 0 dark gray. Generally massive IL effects on joints and partings,, Y I texture.
Sligh We Fresh and hard. Drills
, ),,
well. Local slight wx on w w v partings. Partings dip 10° to 20°. Few high angle,* "
Y 0 V ojints.
- w v w x )
Slight wx
-P7'--
'tact dips 300
'-e-+ C) e' i2. 56.9 II A
p 4
11 A
FrOl 104 rail
- For, A
1 II
+. 4-. D(abase. Fine, dark gray 59.0
,..,.L
- x 25° n contact di Opens 1 -,
6 ----P 63.
-._,_0 6-Diabase. Fine, feldspar spots.
Open contact dips 30°
_2_-.:'-..., 67.7 Slight wx D Fresh and hard. Drills v. °-.,, Slight well. Joints and partings,,
v w bleaching
, : effect are not wx. Not slickensided Diorite. Fine-grahted, medium--
. 0 v dark gray. Irregularly foliated z
) ).
throughout. Some very vague :
0 a v bleaching effects, 84-85'.
Welded breccia Fresh and hard. Drills
$.,, Minor bleaching very well. Polished slick-e a v v ensides 06 98.6' on 60' foil-a v
- Diorite. Fine-grained, medium.;
ation plane. Apparent minor.1.`-??,..
dark gray. Locally foliated. :
palehed hydrothermal bleaching at )`*.: s.
92'. Joints are clean.,--_-1 slickensides di s 38°
___ 103. i_ClEr.=1_p ttact Ill
),
it.*e a-11 111
, +.4-, Chill zone-brown
'0
+'
1.471. 4 Diabase. %verily, fine-I k."-",e,-;!"-.0 1"g'rqused diorite inclusion at 0 Fresh resh and hard. Drills well. Joints and partings 1.- k-7 109. 6 - 110. 0' Subvertioal show only very minor nor-1,4-Diabase is fine-grained, dark joint face wx effects.
4-I.'
+ J-gray, sub-black throughout.
+ +-
- Brownish at chilled contacts..-
... Prominent 1-.4--r
- *. feldspar I- + +1 7
). i- +- spotting i* 7 Fresh anar. Drills 4-I-F hd hd Dill 0-mi.
, t 1
, well. Graphitic partings,. F 4-F Fused contact dips 71° Chilled -
G-o lrivu te-
rap 135' to 138', appear pal- 05" 132.0,
Morite. Quartzose. Fine-striated Jelled, but are nut on v 7+ 1 v a. v grained, dark gray with irregular Polished planar surfaces.
graphite v a contorted foliation throughout.
No meaningful dip direction. -:
7, x X 4 IC 143.
7 N - Standard penetration resistance, blows/ft Rae - Length recovered/length cored, %
sound core 4 in. and longer/length cored, %
RQD - Length of sou S - Split spoon eample
.; Groundwater
- Undisturbed eamples 5
Shelby tube N - Denison F-Fixed piston P - Pitcher 0-Osterberg 0- GEI
- Drilling break It - Coefficient of am Weathered, weathering permeability NOTES 1)
Washed through soil to 33.5 ft.
Na sample taken.
2)
Roller bitted to 34.8 ft.
3)
No clays present, therefore, no water contents were determined.
4)
Drilling rates for NQ-4 through NQ-13 are 5 to 7 minutes per ft.
- 5) Drilling rates for NQ-14 through Q-375$ 5 to 10 minutes per ft.
SEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY FA/ mead englneas
- wowerwtwo W.
11611, *...........,...-n-,--
Date: January 14, 1974 Project 7286 PAGE 1
of 2
MC OF BORING ADT 16A (1) GlaCRISCHNICAL nISOINZERS 1NC,
BORING LOCATION N16571, E90280; Offshore INCLINATION Vertical BEARING DATE START/FINISH Jan, 4, 1974
/ Jan. 7, 1974 CASING ID 3 in. CORE SIZE 1-7/8 in. TOTAL DEPTH 240.3 ft DRILLED BY Warren George, Inc. ; P. Schaeble, J. Harris GROUND EL (MSL) -4.0 ft DEPTH TO WATER/DATE Tidal ft /
LOGGED BY Soil - K. Polk; Rook - J. R. Rand EL MSL ft SAMPLE RATE OF ADV.
min/ft CONTENTer IND PRESSURE TEST STRIKE, DTP F = Foliation J =Joint C = Contact B -.* Bedding re P SOIL AND ROCK DESCRIPTIONS (Weathering, defects, etc. )
(Type, texture, mineraloyy, pp color, hardness, etc. )
Y
- Graphic, 1M p0i Computed k
10 em/Bee Begat' Type I and ft No.
N or Rec.
(<<. ((iyi(190 S = Slickeraist CONTINUED FROM PREVIOUS PACE
-160
-180
-200
-220 6-240 501 60 0
80 901 001 101 III 3
40 I*NQ-17 i
iNQ-18 INQ-19 Idi NQ-20 I;L NQ-21 II6NQ-22 I NQ-23 1 Q-24 I
1
!. Q-25 I
16 Q-26 6 Q-27 Iii @-28 L. Q-29 I
1 Q-30 II
" Q-31 a
I Q-32 L. Q 33 1 -34 ii Q 1
a NQ-35 Ii NQ-3 INO-3 100 100 100 92 85 98 100 100 100 100 88 102 100 100 98 100 93 98 92 100 83 00 00 92 85 94 101 97 100 100 100 se 1 78 83 100 Kitik; Raiff N45W, 279W J N25W, 56NE J N61W, 358W J N84E, 67SE F N11W, 18SW S N23E, 50SE F
/447E, 76SE F N25E, 76SE J N 5E, 34NW J N5OW, 26NE J N74W, GONE J N11E, 11NW J N 6W, 24NE J N21E, 20NW J 0671W, 37NE J 5436W, Vert. J N 9W, 63NE Mt; liSe§ NNW, SONE F N28W, 525W S N 1W, 51SW 49W, 29SW J WISE, 29NW J N86E, 27SE
- 9658W, 58W, 58NE C N32W, 36SW J N 5E, 66SE J N55E, 73NW J N57E, 30SE N24E, 400W C N76E, 62SE J N72E, 65SE J N6OW, 258 W
Fresh and hard. Drills I* 7.
very well. Joints and part-s
- Orient Diorite. Fine-grained, dark.7.
ings are fresh, not slick-I
- ensided.
- a..y. gray quartzose. Irregularly 7 a y ' foliated throughout.
- s* r 1 $
.1 )
.0. V r a Fresh and hard. Drills
- a.,
a v a.. Diorite. Fine-grained, dark -
well. Joints and partings
- ..,, gray. Irregularly foliated --
throughout.
clean. Tends locally to a....,,,..
pa on high-angle foliation.
- r.
port Ca
- r
-. i 7
- a.
V Foliation
.>< rt r" Minor Diorite.
' )t ,'** Bleach light
-*-...-)..' diorite.
Shows minor greenish hydro-y ',7 thermal bleaching. Hard.
,... ),.
Coarse-grained, greenish gray grano-Some minor hydro-thermal alteration
- ,.', Diorite(?) Fine-grained, med-
- I'..."
- Coarse ium dark gray. May be
- .,r.
a,-ac quartzite ( ? I Fresh and hard. Bleached z___-
Veined contact dips 60° as ",** --, 119 0.1 i a°n tiofti°11-locally hydrothermally.
t_ 1... 4. Diabase. Fine grained, bleached-Joints and partings are not 4-- C Bleach tannish gray. Bleaching digs :
+-
- 4.
slickensided.
+-*
out at about 196.3,
+ 4- ' Becomes
. -aces Diabase. Fine-med. dark, -
,)--tir't--1+/- dark gray gray. Fused contact dips 60" :
1,,.
Not wx. Subject to hydro- ;'ac X* 198.8 I
thermal alteration, Bleach-1.,',.,),., Bleach Granodiorite. Medium 7 lag. Joints and partings not l-.'
Possible fault-It coarse-grained, light r.
r.-, Grout alickensided.
,..,*,2 tight tannish gray. ---
talc Bleach
,__.....=
,e '...,, ' ' Blh r*. 1*'-Y Fused fault (7) t
-,:%I.4*; Quartzite (7)Diorite. Fine-7
- X*. 5 1,'
grained light brownish :
Fresh and hard. Drills well.)7-..77_' Quartz-feld-gray.
i I' 24 0 0 spar peg.
Diorite-granodiorite.
Bleached Medium to medium-Locally bleached (hydro-1,.. 14 's fine grained, light tan -7 thermal alteration) but is not t` ' "
'X ),..'*
niah gray (due to hydra-.
1)4 k '
theal alteration).
r materially softened. s
- Bleached thermal Locally unbleached. -
' ' Pegmatite
,,e3Em Bleached diabase Fused contact dips 37`r*
1 ml t..--,:-.7
. 1.1230. 7 Fresh and hand.
'Fresh
+ i-.e Bleached Diabase. Fine-grained, light tannish gray.
f + -°,i Not
°
- t" +,Bleached Diabase. Dark gray.
i BOTTOM OF BORING
°7 N - Standard penetration reelstanes, blows/ff Roo - length recovered/length nand, %
RCM - Length of sound cora 4 In. and looger/length cored, %
8 - Split spoon sample
- Groundwater U - Undieturbed samples 8 - Shelby tube N - Denison F-Fixed Melon P - Pitcher 0- Osterberg 0- GM
- Drilling break It - Coefficient of vat - Weathered, weathering permeability NOTES
- 6) This Is only a partial list of dip and strike data.
x - Oriented core.
SEABROOK ST ATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY 0 mead engine=.- -
Date, January 14, 1974 Project 7286 PAGE 2 of 2 I
LOG OF BORING ADT 16A oncsnacwwm.i. ZNOINKBPLI INC.
BORING LOCATION N16545, E90195; Offshore INCLINATION Vertical BEARING DATE START/FINISH Jan. 8 1974
/ Jan. 14, 1974 CASING 113 3 in.
CORE SIZE 1-7/8 in.
TOTAL DEPTH 240.0 ft DRILLED BY Warren George, Inc. ; P. Schaeble, J. Harris GROUND EL IMSL) -8.3 ft DEPTH TO WATER/DATE Tidal f /
- LOGGED BY Soil - K. Polk; Rock - J. R. Rand EL.
MSL ft SAMPLE RATE OF ADV.
rnin/f CaT,BIT er RQD PR SSURE TEST
- STRIKE, KE. DIP F = Foliation
,1 = Joint C = Contact E = Bedding SOIL AND ROCK DESCRIPTIONS r,1 rn ;14 (Weathering, defects, etc. )
(Type, texture, mineralogy, 0 tz color, hardness, etc.)
° al Depth f
Typo and No.
N or Dec.
1k Graphic gm psi Computed k
10-4cm/sec
-8. 3 00 S = Slio ellflill 80 --
-100--
-120 --
-140--
- 10
- -20 L30 1) 3)
None TOP OF ROCK
-7.
- 36.
- -40
- 40
,7760
- 70
-90
-^10 10 7120 1430
-7
- 44 NQ-1 NQ-2 NQ-3 NQ-4 NQ-1 NQ-6 NQ-7 NQ-8
,,,Q-9 NQ-10 NQ-11 NQ-12 NQ-13 98 00 100 98 100 00 100 99 94 97 98 100 00 4
93 90 79 94 100 100 93 97 93 93 87 00 90 N79E,31NW.1 N45E,66SE J N42E,58SE S N29W,30NE S N59W,41NE.7 N50E,76sE c N79W,68NE J N34E,89NW C N25E,34NW C N31W,67SW S N68E,29SW J N36W,58NE S a.1 I
k 611 "1.
k 71 ii V
Ei i
E
..z.!
11 I.!
- i II 1
I 111ii El
- I
,I t'
IIi el rite Fresh and hard. Drills very well. Very minor surface wx effects on jointrl" and partings. No slicken-Manganese sides.
Fresh and hard. Drills very well. Minor surface wx effects on joints and lax*.
V I
).
v
'X S. X y.. Ay
>,."7" x a
- v
- Y S 3.<').'X 0 a.0 x a.
- 0505 X a v
. N' v V
^ 'A x
- r 4
' x r r a NVY
, ),
aj< a x medium Diorite. Mixed fine-grained -
foliated dark gray diorite in -
medium-coarse-grained, gray granodiorite.
Foliation in fine-grained dio- :
rite is wavy, irregular.
Diorite. Fine-grained, dark ' 7.
grey. Internally complex fold- :
ing.
Tranwittnnol Flaeri C,rntnet i
I II PA 01
/
I I
4 I
1 1
I I
Ii IP4 1
1 1
P partings. Not slickenside.,
Icy, 1*
D a x.
Foliation a v. a v Y V Very e-graine d, thnly lami-nated, wavy, drag-folded lami- -
one. Pinkish brown and dark gyaaltisattglei: Chert (7) or Chert, as above. Contact dips 55" Fresh and hard. Drills 4-4--*
4 very well. Very minor 4t,..
surface wx effects on 4-, I-Joints and No 4_4_ 4_
partings.
X,, Diabase. Fine-grained, dark..".;
gray. No bleaching.
6 7,Fused contact dips 550 slickenaides.
- a. a y":4 v X X V ),
v x y v
.1,.1. X a 4*.
a v -1, x a Polished Fresh and hard. Drills " ' C slickensides X 14,
very well. Small polish y,
on 20° partings ed slickensides at a a
- 96.6-99.7, on low-
. ".,`
055 angle partings. Not 7 7 Pyrite bleached, y y v v a Diorite. Fine-grained, medium-dark gray. Locally vaguely -
foliated. Pyrite disseminated locally.
Diorite. Fine-grained, mediurft dart gray. Fairly massive. :
i 9. Open coritaot dips 20° 1-*-*-
i-1 4-1-v1-
+-4,..,-...
Fresh. Not bleached..
-'14- '
D Hard. Drills well. Joints 4- +- t.
Slight polish Diabase. Fine-grained, dark.
gray. Not bleached. -
Fused contact dips 5e 7
122.2 are fresh to very minor 4: 0
- surface wx effects. Not 0..
- slickensided.
y So
"...a Diorite. Fine-grained, medium desk gray. Contorted foliation*.
Irregular intrusive contact cts7(t:
128.4 Fresh and hard. Drills well. Minor chlorite on
.1-,---
4-1 4 -.1 f "1" l' 1' 4.1-v
- ,_,.. 7_
Diabase. Dark gray, fine-...
grained. Not bleached.
37 7, Jagged intrusive contact-fused. -
Chlorite-some joints and partings, striated Not polished, Not 'ax.
Not blpached 1
a a...* w
.7x7-...,.
Diorite. Fine-grained medium:
dark gray. Wavy irregular foliation. Quartz diorite.
- 1424 N
N - Standard penetration resistance, blows/ft Ran - Length recovered/length cored, %
RQD - Length of aound core 4 in. and longer/length cored, %
- Split spoon sample Z Groundwater U - Undisturbed samples s - Shelby tube N - Denison F-Fixed piston P - Pitcher 0- Osterberg G - GE1
- Drilling break k-Coefficient of Wa - Weathered, weathering permeability NOTES
) No samples taken.
2)
Roller bitted to 38.0 ft.
3)
No (days present; therefore no water contents were determined.
- 4) Drill time for entire boring from 8 to 15 minutes per foot.
x - Oriented core SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY g silted engineers. ---. Irc Date: April 11, 1974 Project 7286 PAGE 1 2
_of I LOG OF BORING ADT 16B (1) GEOTECHNIGAL ENGINEERS INC.
BORING LOCATION N16545, E90185; Offshore INCLINATION Vertical BEARING DATE START/FINISH Jan. 8, 1974
/ Jan. 14, 1974 CASING ID 3 in.
CORE SIZE 1-7/8 in.
TOTAL DEPTH 240.0 ft DRILLED BY Warren George, Inc.; P. Schaeble, J. Harris GROUND EL (MSL) -8.3 ft DEPTH TO WATER/DATE Tidal ft /
- LOGGED BY Soil - K. Polk; Rock - J. ft. Rand EL.
MEL ft SAMPLE RATE OF ADV.
Mild(
orRQD Cvalm PRESSURE TEST STRIKE, DIP
=
F Foliation J = Joint C =Contact B = Bedding Q
SOIL AND ROCK DESCRIPTIONS (Weathering, defects, eta.)
(Type, texture, mineralogy, cg color, hardness, etc.)
CO Graphic BM.
pa Computed k
0 em/sec Depth ft
- Type and No.
N or Roe.
110 8 =Slick i
- CONTINUED FROM PREVIOUS PAGE
-160,.
-200-..
-220-:
-240,-
142.4
-15.1
-161 v.>
1811 L
20./1 121.
420!
L235
,19.!NQ-23
- NQ-1.*
I N
NQ11*
1 NQ-Iiii NQ- ;
1 NQ-1 i ii
!NQ-20 Q-21 1NQ-22 1 Q-24 Q 25 Q-26
- Q-27 Q-28 1
Q 25 I Q-31 Q-32
! Q-33 I
00 100 100 100 00 100 100 97 100 100 100 100 100 100 100
°° 92 100 100 00 100 100 100 88 93 73 100 97 97 100 88 95 100 90 98 58 90 97 100 94 i
I rd i
5 P
ix
/
1
/4 N36W,58NE S N35W, 34SW C N13W, 38SW J N26E, 53NW J N72W, 51SW F N36W, 41NE S N26W, SINES NOSE, 52NW5 N78E, 680E J N S W, Z1NE S N82W, 76SW F N31E, 3411WS N 8W, 41NE F N29W, 329W S N8OW, 52NE J N59E, 768E F N41E, 43NW J N OE, SBNE F N63W, 500W J N72W, 71NE J N86W, 36SW F N89E, BONE S NOSE, 510W F N46E, 60SE J N85W, 78NE S N64E, 598E F N25W, 42SW J N32E, 57SE J MgvEv,' LIM t N22E, 31NW J N52W, 33NE J 1,,,gn: tm 5 N41E, 36SE F N80E, 71NW J rigH, MEW L li s
'4.
Open contact dips 2° 47.0 Diabase. Dark gayi 0 4
,n k
Fresh. Hard. Drills well. Joints and parting are not slickensided.
Graphite-polished Minor polish Fresh and hard. Drills Graphite well. Joints and parting show only very minor sui Graphite face sex effects. Minor bleaching at 169-170'.
Fresh and hard. Drills very well. Not slick-ensided.
0 Fresh and hard. Not slickensided. Drills Minor slick-well. Only very mina ensides surface wx effects on Pyrite joints and partings.
in or wx Surface powder a s a-Y a Y. y v s s
v.r.
s ir v ir vi Open contact dips 35 Diorite. Quartzose. Fine-grained, medium dark gray.
Wavy,foliated. Steep dips.
- Fused, welded breccia Bleach Diorite. Fine-grained Bleach dart gray. Irregular wavy foliation. Slightly bleached, medium-grained at 168' and 169'. Fused contacts.
Diorite. Fine-grained, medium dark gray quartz diorite. Vaguely to widely foliated throughout.
Diorite. Mixed fine-grained dark gray quartz diorite and medium-coarse, medi gray granodiorite. Locally foliated.
Fine-grained, dark gray.
Fused contact dips about 60° 225 0;
. 4i, s '7' r iii s s s v
.s
- a. ac, KS' a
a Y.. Y s s* s
- .,4 v a v Y. y A X 7 V Y a a, a Y v Y v V x k a v
),
a Y a V V s v ss
., a,..,,
x' x --,
- ';*4'.>':
s.'i*si5s vixissy X X X X
s s s.,
$ Y a as x x x V V. A 0 a a V X. >4,
X X,
I**I
.1.4.,
Fresh, but bleached by hydrothermal alteration.
Not wx. Not slickenside, Fresh. Bleached. High-.
I angle veinlets.
Striated-slickensides 1 Not polished AT( l'**
x )tx
)4 >e, X $ Yi
'N><
S X ).
X )4
'X s V Quartz diorite. Granodio-Bleached rite. Medium coarse-throughout grained, medium light greenish-gray. Feldspar veining is tight.
Bleached
-241 r
i Borrom OF BORING ic N
-Standard penetration resistance, blows/ft Rea - Length recovered/length cored, %
RQD - Length of sound core 4 In. and longer/length cored, %
S
.- Split spoon sample if Groundwater U
- Undisturbed samples S ** Shelby tube N - Denison F-Fixed piston p - Pitcher 0- Osterberg 0- GET
- Drilling break k - Coefficient of wx - Weathered, weathering permeability NOTES SEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY a uated engineers. connive.. InC.
Date: April H, 1974 Project 7288 PAGE 2
of 2
LOG OF BORING ADT 16B (1) ClaCITECHIVICAL
BORING LOCATION 2416493, E90257; Offshore INCLINATION Vertical BEARING DATE START/FINISH Jan. 14, 1974
/ Jan. 17, 1974 CASING ID 3 in.
CORE SIZE 1-7/9 in.
TOTAL DEPTH 238,5 ft DRILLED BY Warren George, Inc.; P.Schaeble. J. Harris GROUND EL (MSL) -5.5 ft DEPTH TO WATER/DATE Tidal ft / - LOGGED BY Soil - K. Polk; Rock -3, R. Rand EL.
MSL ft SAMPLE RATE OF ADV.
nain/f WATER CONTENT.srR -QD PRESSURE TEST STRIKE, DIP
=
F Foliation C =Joint C = Contact B = Bedding SOIL AND ROCK DESCRIPTIONS
(.4a 1 (Weathering, defects, etc.)
(Type, texture, mineralogy, 0'- '
color, hardness, etc.)
I-I Graphic KM psi Computed
, k 10 -*8ciu/sec Depth Type and No.
N or Rec.
5.5 1,111111 n
S = Slickenside
-40. - C.
-120 -,
-140 -'-_
40
-20
)
2)
None TOP OF ROCK N34E, 47SE S N61W, 34NE S 1443W, 728W S N57W, 27NE S N45W, 28NEJ N18E, 6124W J 1474E, 550E S N84W, 538W J N 6W, 4214E 5 N50E, 5424W S N54W, 51SW F N64W, 67NE S N165, 22SE J N 7E. 75NW S N3OW, 46NE 8 N89W, 27NE J 2422W, 548W J N82E, 31NW J N 4W, 38NE F 1461W, 33NE J N78W, 36NE j 2413W, 66NE J N 3E, 41SE F N44W, 67NE F 1421W, 52NE J 242I2E, 44SE F tiiM: ME 5 N77W, 35NE J NUE, 1424W S 2480W, 66SW N62E, 1424W 3 2450W, 18NE J N76W, 60SW S N36W, 54NE S N 8W, 3814E J N14E 3 27W, 47 2452W, 4624E F NSE 2488W',7604EwJs N15E, 40NW 8 Striated Fresh and hard=dss'i - >4 Diorite. Medium coarse-rusty ject to minor surface !,/ 4,,,
grained, medium gray.
Minor wx effects on joints xis r x it x r
- rusty and partings, 17.,___30. 3'
-23 7
':. 0
-60
-70 140 Zw90
-101 1--11 i
..i420!
' i30
- 440
_ NQ-1 i NQ-2 I NQ-3
!NQ-13
!NQ 14
!HQ-15 14Q-16
!NQ 17 240-18 INQ-19 I Q-20 1 NQ-21
!NQ-22 I NQ-23 NQ-24 Q-25
!NQ-26
! NQ -2 7 1NQ 28 100 100 100 100 100 83 100 100 96 100 100 100 100 100 100 100 100 100 100 100 100 100 97 97 100 100 100 00 8.0 8.0 8.8 10.0 9.3 10.0 8.5 1.2 10.7 10.0 8.0 10.6 9.4 10.0 11.0 7.0 8.4 11.6 9 8 10.2 9.6 9.4 8.2 10.6 11.4 8,8 8.0 8.4 46 33 0
0 33 61 67 0
59 43 85 83 62 80 75 53 50 62 47 16 50 43 78 85 28 53 2
4 WAN IIIIIMIIIIA guava(
%Ma Note: Bleached 7,
31.41-7 Diabase. Tan bleached.
rArA
/0 li a
diabase. At 31.41
....Contact veined,, ipa k is fused fault surface.
. t.gx7V*36.5 t '.
- s,.;
- b
.-,-,-=
Dia ase. Dark gray. Fine.
tr.:*.-'-::40 Open rusty contact dips 35° Calcite vein Fresh and hard. Minor Minor rusty a a a Diorite. Fine-grained, dark Manganese rusty wx effects on gray. Vague wavy foliation.
some joint and parting 1 x x Minor rusty surfaces.
x a a
'iv r r 0 Diorite. Fine, medium dark Minor rusty v x Pyrite I,. ° a',
gray.
V `,
a I,.
Fresh and hard. Minor Diorite. Fine-grained, dark surface wx effects on I w
- I)
a x gray. Fairly massive.
joints and partings.
)
Fused contact dips 20° Not slickensided. s* s., 66. 4 1 r
A PTA
/
Frii 11 FA a -s- -X Diabase. Fine, dark gray Manganese 2
"7.77.,
x a, x Rough open contact dips 40° 14 A Diorite. Fine-grained, medium V w x
- a. a I
,ark gray.
' a a a Fresh and hard. Drills 7' 7 a Diorite. Fine-grained, medic
_ Striated well. Joints and part-dark gray. Locally shows hip show only minor a vague surface wx effects r a
' T V V wavy foliation.
Partings are not slick- *.
ensided. No bleaching.
a V Y
.d..
V V a x 1 Ca
's.
II it b w /-
Diorite. Fine-grained, dark Fresh and hard. Some r x.
gray. Vague wavy foliation,
- Pyrite minor chlorite on joints C" SC and artings.
P a,,.
is x a
'a a a inor t a a chlorite a Ss a x a Diorite. Quartzose, Fine-Minor a a a grained, medium dark gray.
chlorite x
8 a Fresh and hard. Joints 8.
Locally vague foliation textures.
Minor i
Chlorite and partings not slick-
- a t ensided. Show minor N. _.,**
Pyrite surface wx effects, Pyrite a a }
4 a a w*. Diorite. Fine-grained, med-Fresh and hard. Drills w 'WW 7 ium dark to dark gray. Quart-a a' well. Some joints show a
- case. Vague wavy foliation minor surface wx ef-r x* a A fabric throughout.
feats. No bleaching.
- s, a 777' x-x a V )..t
'a. a `A )
lows Fresh and hard. Drills
- _a z Open dips 37° I
ra contact rr A i In, Kg rdi r
VA 1
/
F i I
verv well, 7
O N - Standard penetration resistance, blows/ft lien - Length recovered/length cored, %
RQD - Length of sound care 4 in. end longer/length cored, %
S - Split spoon sample
- GrOundwater U - Undisturbed samples 8 - Shelby tube 24-Denison F-Fixed piston P - Pitcher 0- Osterberg 0- GEI
- Drilling break k - Coefficient of wx - Weathered, weathering permeability NOTES
- 1) - Washed through soil 0-23'. No wimples taken.
- 2) - No clays present; therefore no water contents were determined.
x - Oriented core.
SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY 0 Med engineers, --
Date: April 17, 1974 Project 7280 PAGE 1
of 2 LOG OF BORING ADT 16C 11:1).0BOTECHNIGAI. ENGINEERS Ira.
BORING LOCATION 1116493, E90257; Offshore INCLINATION Vertical BEARING DATE START/FINISH Jan. 14, 1974
/ Jan. 17, 1974 CASING ID 3 in.
CORE SIZE 1-7/8 in.
TOTAL DEPTH 238.5 ft DRILLED BY Warren George, Inc. ; P. Schaeble, J. Harris GROUND EL (MSL) -5.5 ft DEPTH TO WATER/DATE Tidal ft /
LOGGED BY Soil - K. Polk; Rock -3. R. Rand EL.
MSL ft SAMPLE RATE OF
- ADV, min/ft CuTEIT orRQD PRESSURE TEST STRIKE, DIP
=
F Foliation J = Joint C = Contact B = Bedding e
SOIL AND ROCK DESCRIPTIONS 4,1 ga "C (Weathering, defects, etc. )
(Type, texture, mineralogy, pt
. M color, hardness, etc.)
' ga Depth ft Type and No.
y, or Rec.
Graphic ga-c psi Computed 4 k 10-'cm/sec
' " 1 0 9 Slickonald CONTINUED FROM PREVIOUS PAGE
-160
-180
-200
-220 *-.7._
-240
-143.
... 5 e
- 717 C.
-181
,-191 0
-2 1
...220 L230
-Pa NQ-29 Q-3(
NQ-31 NQ-31 NQ-3 5..
NQ-34 NQ-35 NQ-3t NQ-37
. NQ-38 NQ-3.9 NQ-40 NQ-41
- NQ -42 NQ-41 Q-44
- NQ-45
, NQ-46 NQ-47 100 98 100 100 100 100 100 150 100 100 100 100 100 100 100 98 100 100 93 10.0 8.8 9.4 9.0 8.2 9.0 7.2 8.5 9.6 9.2 9.5 9.7 8.9 9.0 9.1
- 9. 7 8.6
- 9. 5 9.1 92 95 97 73 82 65 87 79 98 80 47 50 23 45 58 90 82 90 93 i1 I
gli1.g WA i
rio 1
/1 I
I I
I
- 460
/482E, 22SE S N20E, 565E J N59W, SINE J N69E, 33SE J N5OW, 43NE J 1166W, 6911E F 111191//, 25WE g N26E, 6614W.7 N26E, 64NW J N54W, 62N S 1158W, 4411E J ii9?k,.
Z0 N 4W, 18NE J N41E, 35NW J 112PP, tes1v/
N45E, 73NW J 1132E, 34SE a N16E, 39SE J 1163E, 359W J 1162W, 435W N58E, 1811W
- N83W, 11h1 N78E, 65SE J N17E, 41SE S N53W, 7011E J N46E, 45SE J N 1E, UNEJ fit-I, andd partings 4- -t-*
not slickensided.
4-t-t-Diabase. Fine-grained, dark gray. Grades to
-I-.I5 medium-grained at 145'.
-I- -I Feldspar Becomes white feldspar
- 'fi,-I-Specs speckled at 151.
-t-,4-- throughout Fresh and hard. Drills well. Joints and part-ings locally show k_
Diabase. Fine-grained, striations, minor o *
- dark gray.
.4 t 4 Striated slickensides. 4 4,-
4-4- a.: contact dl's 38° 166.
L Diorite. Fine-grained,
.+/-
Striated
'X /4.).
x
. Diabase, medium gray. Quartzose 4
t4,,:,.."./.+/-". fused diabase inclusion is irreg Fresh and hard. Drills : ' ax° ular, fused.
very well. Joints and *,,,,,* 5.
.4.,.odiorite at be
...5,177 partings fresh. xlc X N Fused contact dips 70° Open joint Calcite coated Fresh and hard.
Drills well. Some Chlorite striated chlorite on
+ # 4-4.
Diabase. Fine-grained, 4-T.1-dark gray with calcite k k 4 phonon o_ 4. 4-Calcite
- 1,sta 183' to 186'.
fi,-,.7.' speckling 1.+4-'4-1-1-s:i Diabase, as above.
1-4.17
/.
di s 14° Open _p atact S Chlorite joints and partings.
x,,, Pegmatite Diorite. Fine-grained, medium dark gray quart-Slippery
- Y $
Chlorite nose, Fairly well foil-ated throughoUt.
R ough
'8 s%
Y. 1 Irregular joints
.-* 5-,
Fresh and hard 5
- V Pyrite Prominent pyrite min-
-1,.*
Calcite, pyrite throughout. Joints 0.---sarBreooia-ftolod eralization with calcite.
on foliation and partings show
-; a-ewith calcite. Fused breccia at 208.8 only minor surface '
210,4'.
V 7.... I..
wx effects. Fresh
.o..4...
and hard, Minor sur- -.,_.:_/2 II., 4, Fused comet dips 5° FAr
..."5, rf,,
r A A
/
I P
/
1 P
a face wx effects on °`7' 77 Brown chill MIA. Not bleached.
4 C.* -4.
e Striated Partings.
f 4-r t Diabase. Fine at top.
i chlorite-t t +
- slickensided
. 1-1. T I 1-Diabeae. Medium-fine Fresh and hard. Drills _ o_ 4 t grained, dark gray with hair-7.1 very well. At 235.5,
- 4 t t line calcite veinlets.
7 7 ° I Calcite becomes bleached 7
4-t r
- lined gradually.
4 I 235.5' Rook gradually becomes 4 i--4 4.
bleached, transitional contact Quartz-feldspar veinlet-no calcite L'.
bleaeh over.5, core t
7 a
BOTTOM OF BORING 14 N
N - Standard penetration resistance, blows/ft Rem - Length recovered/length cored, %
RQD - Length of sound core 4 in. and longer/length cored, %
- Split spoon sample
- g. Groundwater U
- Undisturbed samples s - Shelby tube N - Denison F-Fixed piston P - Pitcher 0- Osterberg G - GEI D - Drilling break k - Coefficient of wx - Weathered, weathering permeability NOTES x - Oriented core.
x - Oriented core.
SEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY Cal sited caginess....NNE. Ina Date; April 17, 1974 Project 7280 PAGE 2 of 2 I LOG OF BORING ADT 16C (1) GBOTECINNICAL ENOINES11.9
BORING LOCATION N16600, E90219; Offshore INCLINATION Vertical BEARING DATE START/FINISH Nov. 10, 1974
/ Nov, 14, 1974 CASING ID 3 in.
CORE SIZE 1-7/8 in.
TOTAL DEPTH 241.4 ft DRILLED BY Warren George, Inc. IP. Schaeble. J. Harris GROUND EL (MSL) -7,8 ft DEPTH TO WATER/DATE Tidal ft /
LOGGED BY Soil - K. Polk; Rook - J. R Rand EL.
MSL ft SAMPLE RATE OF ADV.
rnin/f CONTENTorRQD PRESSURE TEST STRIKE, DIP F = Foliation J = Joint C = Contact E = Bedding m
SOIL AND ROCK DESCRIPTIONS w -4 CZ 1 (Weathering, defects, eta.)
(Type, texture, mineralogy, 0 14 color, hardness, etc.)
pa Computed k
10-4cm/see Depth ft Type and No.
N o
Rec.
7.8 a
II I 0
8 = Slin nsid,:,:, ;
-80 _:-
-100-c
-120-,
-140-,
7 7
1.10 1-
-20 1.30
-38 0 1) 2)
None TOP OP ROCK 7-40 7
7
-- 0 7-7 7
-70 7
-90
-10C-
-110-7120 7
a
--138" 7-7-14o a41.5
_NQ-1 NQ-2 NQ-3 NQ-4
-NQ-5 NQ-6 04Q-7 NQ-8 NQ-9 NQ-10 NQ-1 11(1-12 NQ-13 x NQ-14 K NQ-15 NQ-16 x NQ-17 r-a NQ-1E 100 100 100 100 82 99 100 99 100 100 100 97 96 100 100 100 100 100 7.0 7.0 5.0 6.0 5.0 7.0 6.0 6.0 6.0 6.0 6,0 7,0 8.0 8.0 11.0 8.0 8.0 8.0 19 46 52 48 53 35 76 79 74 79 79 67 62 88 33 80 72 27 A
V u
I surface wx effects.
÷.1-Ix Minor polish Fresh and hard. Closely' a . ' Diorite. Fine-grained, i 7 '`.1.
Minor polish spaced high-angle joints.; v. v v dark gray. Vaguely foli-ated throughout.
x 0
Joints are polished at x
z:
oint r x Vertical teal j 42.3' and 44.5'.
- y-r x,.
... Ik
- t S S s PA rei
'X'.!.54.17 ---1 i:
pDinbase inclusion.
Fresh WMA A
panodlihsharedd..Deriallose..,.. :..,v1 C O.
li shiny at 70.1'.
Y
, Nt v
Y 'Y Polished
- v. v.
x slickensides 0.
r r
Chilled, fused, undulating oontact.
Diorite. Fine-grained, dark gray. Quartzoee with steep, undulating foliation throughout.
Fused contact d 52° 5
70 Ap I
IF 41111i di 4
4 pi*
at 70.1' Fresh and bard. Drills well. High-angle joints t -t.T.
I are smooth, planar.÷ i
Not polished. Minor 1-÷-4-,4_4-i I I
-I-I-i- -I-4- +-
4-a-Chill zone
'Diabase. Dark gray, fine-grained. Calcite piano-erysts. Generally finely calcitic throughout.
86,8, Contact dips 48° Fresh and hard. Drills 9' Diorite. Fine-grained very well. Some joints V,*.,,
1 dark SM. Quartzoee.
are fairly smooth, x ,. x I Smooth some pyrite coatings J9 V, Diorite. Fine-grained, ii on joints.
'x. 9-1, dark gray with vague foil-8 v
x x 11 ation. (May be an impure
% r x X 1 quartzite ? ?)
Pyrite-minor I, S s
. Y. 14 A
V polish Vr )1 a
Fresh and hard. Not A 10 a S A.
Diorite. Medium-fine
- Smooth bleached. Joints are... 1<,
grained, medium dark joints characteristically plan-..; 1,1.; gray. Local zones of fine-ar. Smooth locally
- N v ' grained, dark gray foliated show high polish.
.0. X.r.
X quartz diorite.
v 55° joints-high X X X, polish-smooth 65° joints-smooth X X t; A r.0 65° joints-smooth A x r Vertical joint Thin chlorite coating 1, x. *
.00! Chlorite on non-polished joints.
Open contact dips 400 v.
- 1318'
,01 rillA
.1 1j,-
Fresh, bard. Not Diabtuie. Dark gray, fine-bleached. Sante smooth I-i' Calcite filling joints. Not highly poi_ i- # f',
grained.
,,..13a0 Fused w : *
- cont ct o° Minor polish lobed' y.,,,Y,,Y,Y, Diorite. Fine-grained.
v,..7.__1
" 414'
't 7
O N - Standard penetration resistance, blows/ft Reo - Length recovered/length cored, %
RQD - Length of sound core 4 in. and longer/length tiered, %
S - Split spoon sample R Groundwater
- Undisturbed samples S - Shelby tube N - Denison F-Fixed piston P - Pitcher 0 - Osterberg G - GET
- Drilling break
` k - Coefficient of w.:. Weathered, weathering permeability NOTES I) - Washed through soil 0-38. No samplestaken.
- 2) - No clays present; therefore no water contents were determined.
x - Oriented core.
SEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY Ey milted engineers 11....171017 IrC Date: April 18, 1974 Pro)eet 7286 PAGE 1
of 2 I LOG OF BORING ADT 15D (t) GMTECHNICAL ENGINEERS INC.
BORING LOCATION N16600, E90219; Offshore INCLINATION Vertical BEARING DATE START/FINISH Nov. 10, 1974 / Nov. 14, 1974 CASING ID 3 in.
CORE SIZE 1-7/8 in.
TOTAL DEPTH. 241.4 ft DRILLED BY Warren George, Inc.; P. Schaeble. J. Harris GROUND EL (MSL) -7.8 ft DEPTH TO WATER/DATE Tidal ft / - LOGGED BY Soil - K. Polk; Rock - J. R. Rand EL.
MSL ft SAMPLE RATE OF V.
mm/ft WATER erRQD CONTENT PRESSURE TEST STRIKE, DIP F = Foliation
.1 = Joint C = Contact B = Bedding al P SOIL AND ROCK DESCRIPTIONS C4 r.1 (Weathering, defects, etc.)
(Type, texture, mineralogy, 0 Fe-color, hardness, etc. )
° XI Graphic KM psi Computed
., k 10 ' cm/sec Depth ft Type and No.
N or Rec.
' " 1 100 S = Slicitensid CONTINUED FROM PREVIOUS PAGE
-160
-180
-200
- 220
-240 Fused contact dips 56° 141.5 a 150 N
B 1701 180 901 001 1 l 21 31
'I I.
!NQ-19 1
i NQ-20
!NQ-21
!NQ-22
! NQ-23 i
I! NQ-24 I
INQ-25 BI
- NQ-26 I. NQ-27 I
I I
!NQ-29 I I
!,.! Q-30 I I I' Q-31
...I 1
I Q-32 r
I Q-33 III
! Q-34 1
! Q-35 Q-96 I Q-37 100 100 100 100 98 100 100 100 100 100 98 100 98 100 97 100 100 100 100 7.0 9.0 9.0 9.0
- 9. 0 0.0 9.0 10.0 10.0 12.0 11.0 10.0 13.0 12.0 15.0 14.0 12.0 124 83 85 88 93 72 92 97 42 92 72 58 78 87 66 54 49 41 48 Pa 5
PA I
1 1
I N76W, 67NE S N64W, 52NE J N38W, 24SW J N89E, 32SE J ILS, HNW.1 NW J N55E, 24NW J N 6W, 23NE J II% 1390VE 'IS NOSE, 22SE J N34W, 72SW J N
N4348E5., 3679SNw E
FC N33E, 405E S N90E, 230 J N15E, 16NW J N52E, 57NW S N87W, 49NE J N70E, 1474W J N55W, 1BNE J N24E, 75NW C N66W, SONE F N65W, 63NE S N15E, 45SE F N.,w, SSW J NI; MI 1 N34E, 56NW J N56W, SINE J N62W, 58SWF N18E, 50SE d Mt
%S i'
N56E, 20SE 3 N1BE, 57NVV J N21E, 528E F N56W, SONE J N11W, 66NE J N35E, 69NW J OF BORING 1.97.-
E;..;
el 1,1 i) 1I
..1.ie 11 1;I, ill 1
N.
E
..i..
II!
IN Si HI 11.
'V i
1 L.--
lIr.
146.6 Fresh and hard. Drills
+" -°.
.1. t 4-Diabase. Fine-grained, dark :
very well. Joints and part 4-gray with fine calcite specks bags am clean. Local
- -44-4.*
scattered throughout.
minor calcite coating on
.,.. 4...-
joints. Not smooth or
+ '
slickensided.
4-i 4-4
+..f.- e-
,' t-a-Fresh and hard. Drills 4-dm, -)1 Diabase. Fine-grained dar:k very well. Joints and
" I' '
4 i gray with prominent white calcite:
partings are not smooth,'+
phenocrysts.
or slickensided. No
+ 4-t
-I- '
bleaching.
4-.,..!:.,-c,175 chilled contact dipstfL....;
,,,:ialteinitge 2.___,
Fused
...,-,)4
' Diorite. Medium grained.
LD en cal p1, 4ct di s 25-30° - Calcite 48 rAl Fresh and hard. Drills Diabase. Fine-grained near black. :
"',1-well. Joints and partings,_ t.- 4. Diorite inclusion at base.
CalciteFused cantact-80-t5°dip-zalcite.
fresh. Calcite
-i"-T-t'
,. 1 are fairly 185.0 I I Q-28 filling-fillings in some joints.
,-;)-,)-.) Brown chill zone fill
- 4-4-4 Diabase. Fine-grained, dark
- 42-,i_t; 1-I gray.
t-t:183.1, Fused undulating contact -
ra FA
/A 2
1 Ap ra 5
1 IA 13.0 N57E, 71SE J
..17.. 500 Vein-fused fault y x Y Diorite. Medium-coarse grained-X >4 Fresh and hard. Drills I X XI medium grained quartzose.
well. Only very minor
,,..,,, Fine Diorite. Predominantly medium :
local surface wx effects on 1 coarse grained, notably quartzos.
joints and partings. Not >4.74, 5d Calcite-sliokensided.
D X.X medium gray. Local zones of fine-grained quartzose diorite.
filled Y. X >
X X ;
Granodiorite, locally porphyritiu.:_
X x X x x. w
- Fine x v,
Y
- 5; X '
X Fresh and hard. Drills k y. k Diorite. Predominantly medium-"
Minor m
v v
coarse grained, with white feld--
striated very well. Joints and partings show only very e spathic spotting locally. -
minor surface wx effects. Welded Medium gray. Not bleached.
Xx )1 v,,,, breccia X X I Fresh and hard. Drills well. Minor surface wx kk,
- -
- feldspar L-effects on joints and part-, X °Y gray.
Diorite. Fine-grained, dark -
ings.
v,,,
n Wfli r, UNA BOTTOM Z!
`
R al Ill N
- Standard penetration resistance, blows/ft Res - Length recovered/length cored, %
RQD - Length of sound core 4 in. and longer/length oared, %
s
- Split apoon aample
.i, Groundwater U
- Undisturbed samples S - Shelby tube N - Denison F-Fixed piston P - Pitcher 0- Osterberg 0- GEI D
- Drilling break k - Coeffloient of wx - Weathered, weathering permeability NOTES SEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY el uitiad ermines's.can.1.4-11711e.
Date: April 18, 1974 Project 7286 PAGE 2 of 2
I LOG OF BORING ADT 160 CI
) CIECITSCHNICAL ENGINE:MAR INC.
BORING LOCATION offshore 1017552. E93840 INCLINATION Vertical BEARING DATE START/FINISH Jime 15, 1975
/ June 16, 1975 CASING ID 3-6 i n, CORE SIZE 1-1/8 In. TOTAL DEPTH 195.3 ft DRILLED BY Warren George Inc.; J. Johnston, P. Seheable GROUND EL -42,4 ft DEPTH TO WATER/DATE Tidal ft /
LOGGED BY Soil/Rock - F. X. Bellini EL.
t SAMPLE RATE OF
- ADV, min/ft WATER or RQD CONTENT PRESSURE TEST STRIKE, DIP
": Foliation j =.- join, C = Contact 5 - Slickensides to n (Weath SOL rn 1 ering, def ts, I AND ROCK DESCRIPTIONS ec etc.)
(Type, texture, mineralogy, 0 i2 color, hardness, etc.)
(3 B Depth ft Type and No.
N on Rec.
i Graphic
&PL.° psi Computed 4k lO- 'cm/see
-42,4 100 *-: : 35
-120-:
40 -C
-160
-180 -L-
.187.6 L
- r E 52 EA S3 28 63 81 TOP OF CLAY Dktagrit'C't7ty shnudnyit, °;&11t1},effeig34rret. Widely graded. Fines are non-plastic, Con- =
tains angular to subangular medium to coarse sand and gravel pieces up to 30mm long, :
and few shell fragments.
Light gray, fine to medium grained sand, clean and uniform. Rounded to subrounded :
grains.
Similar to Sample 2.
14.Y 20
[ Si t.
F.. [
r 7
[ 54
[ S7 Egg 96 2
8 E
TOP OF TILL Layered gray fine grained silty sand and gray silty clay (small recovery).
Gray silty clay. Medium plaaticity, very slow reaction to shaking test, medium to :
high dry strength. Contains a few pockets of fine sand up to 5mm thick.
Similar to Sample 5, but with 10-30mm light and dark gray layers and a 4ram fine sand :
layer.
Similar to Sample 6.
similar to 6'silt and silty fine sand. 2-15mm thiclq silt shows fast reaction to :.
- .- 40
- L
__ [1810
--51.0 so 102 39 TOP OF ROCK aVgly silty sand to sandy silt, widely graded. Fines are non-plastic. Con- -
tabs angular to subrounded gravel up to 15mm long.
Similar to Sample 8C, but with gravel up to 30mm long, Similar to Sample 8C, but with gravel up to 35mm long.
1) 100 00 100 100 98 100 97 100 90 100 2-1/2 2'1 /2 2-1/2 2-1/2 2-1/2 2-1/2 3-1/2 3-1/2 3
4 4
3-1/2 3
a 4
3 4
3 3
3 3
3 4
3-1/2 4
3 4
5 4
4 4
4 3
4 4
4 4
4 5
5 3
4 4
pp 70 73 82 64 79 94 74 78 78 73 570 F 60° J 70°,I ao° J 70° J 70° J 75° J 50° F e
p
- -)
-l'7 1
Si am Fresh, hard, drills well. Quart's Quartzite, dark gray, fine -:
- 60 1
1
-- 80
-:- in L 12 3
NQ-1 NQ-2 NQ-3 NQ-4 NQ-5 NQ-6 NQ-7 NQ-8 NQ-5 NQ-1C Pr ol 41 19 AI
=
Localized broken rock.
zna.,pf,,,velii
-dolvfilu Chips with displacement evident al SI ant 59' SI am of feldspathic jt Some Pyrfte =kr:R=
So4T healed Rs Irregular surface 11=43 Chlorite Moderately to severely wx Chips zone 74.5 - 75.5 ft Wx, slick-ed surfaces 10=35-39 (broke)
D Fresh,
hard drills very S1 wx well. Joint surfaces clean to slightly wx, R=44 (broke)
Irreg. (ts
- or,iu4l akhaarodigigbellaut tend 11=40 (broke)
Clean R=46 Clean Fresh, hard, drills very well s, WC 11=0 (broke)
Clean to R=51 (broke) sl Pyrite wx St ant Fresh, hard, drills very well R=95 (broke)
Epidote?
R=44 Fresh, hard, drills very welL.Tts. clean to sl vnt.
11=44 (broke)
Clean Minor fault, healed, at 142.5 ft. R=39 (broke)
R=48 (broke)
SI wx
'I--
- - 0.._.:
( irs:::=:
vein grained, uniform. -
Healed Weak gneissic texture, fault bleached tan to green gray in-?
Schist-some places. Quartz feldspar:
- 05. muscovite and biotite visible.
Bleach-Some small quartz and calcite:
ed present. Many thin altered -
ru,....
- =--z feldapathic veins throughout. :
vein in Bleached Quartzite, dark gray fine gr.;
tudform. Weakly schistose and Bleach-locally bleached. Fabric locally well developed.
Locally garnetiferous Quartz vein Bleached 59. 5 11iet "00F0 Alli.
Fro oo. o 0
- leach-iri,:,
--Tiictloagtesa, bleachzd:iatthi,weir:
51 am, 11=44 (broke) rat-0,A.
ez....2..
developed fabric)
Quartzite, as above Quartz vein Quartzite, as above.
Quartz vein Minor leaching Quartgilorrn. Gene e, dark graryia ffne..,
Bleach-gr.,
weak -
log gneissoeity, locally well Quartz developed. Some localized 7.
Ye195 bleaching, and weak gneissic':
Minor texture. Garentlferous bleaching alnoting Healed fault 0
Id131.2 p
01 0.1 0.01 p
0 1 01 g
110 161.
4
, 5 0.11 p
0 16-0, 0 0
I
-145, 0
N - Standard penetration resistance, blows/ft Sec - Length recovered/length cored, %
- RQD - Length of sound core 4 in. and longer/length cored, %
S
- Split spoon sample Z Groundwater
- Undisturbed samples I Schmidt Hammer Hardness S - Shelby tube N - Denison F-Fixed piston p - pitcher 0- Osterberg G - GEI
- Drilling break k - Coefficient of am - Weathered, weathering permeability NOTES
- 1) Roller Bitted Rock 51.0-56.0 ft.
S E A BR 0 OK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY
.0 utted engineers Date: Augusta, 1975 Project 7286 PAGE 1 of 2 LOG OF BORING AIT-39 (I) CEOTECHNICAL ENGISEEllti INC
BORING LOCATION Offshore 1417552. E93840 INCLINATION vertical BEARING DATE START/FINISH June 15, 1975
/ June 16, 1975 CASING ID 3-6 CORE SIZE 1-7/8 in. TOTAL DEPTH 199.3 ft DRILLED BY Warren George Inc.; J. Johnston, P. Scheable i n.
GROUND EL -42.4 ft DEPTH TO WATER/DATE Tidal ft /
LOGGED By Soli/Rock - F. X. Bellini EL.
ft SAMPLE RATE OF ADV.
min/ft WATER or RQD CONT ENT PRESSURE TEST STRIKE, DIP F = Foliation J = Joint C = Contact S = Slickensides SOIL AND ROCK DESCRIPTIONS M,1 (Weathering, defects, etc. i (Type, texture, mineralogy, 0 z 0
color, hardness. etc. i XI
'ci Graphic OM psi Computed 4k 10 cm/sec Depth ft Type and No.
N or Rec.
1 11:111:1100 CUITINIJED FROM PREVIOUS PAGE
-187.6
-200
-2E0
-237..
145 NQ-11 98 100 100 92 100 99 100 4
4 4
4 5
5 5
6 5
6 10 6
9 6
5 6
6 6
5 4
4 5
5 5
5 5
93 82 o
55 20 75 89 800 J 48°, F 40- F 52 F 92 00 I; 36 oo0 J Bo° J 60° J 65° J 602 J 65° J 63°J
- 18. i 40° C 53° J
- H I
1.1
- a I
R=36 (broke) 1=34 (broke)
Clean to Fresh, hard, drills very well. Minor, healed faults sl wx at 150.0, 151.5, 152. 0 and D 154.5 ft.
No slicks Chips R=53 Fresh, hard, jts. generally Core lost sl wx to clean, some local-iced zones of very broken roc. =5 SI wx k R3 S1 wx R=49 No slicks R=0 (broke)
Fresh, hard, drills well,
- DChips, core lost ? its. clean to sl w,5 L...--*--*-..,
-*:-ing I
I.--=-
- 1. -.::
- 7' [Bleach-Quartzite, as above, but show.-
log general minor bleaching, :
Bleach heavy where indicated.
ing Weak gn issosity e
Sheared?
Bleaching 165.0 160 180' NQ-12 a NQ-13 NQ-14 NQ-15 NQ-1f NQ-17
/
/
/ 6.8 72 4 0.45
- 4. 4.. 4.
+ ++
4,., 4_
+ + +
- i. 1. +
+4+
+ + "J*
+ +1-Bleach-Diabase, very dark gray to :
log black, fine grained near con- --
Bleach-tants, fine to med. grained -
log near center. Internal contacts :
suggest composite origin.
Locally bleached to light brow%
Internal or tan.
contact --_--
Fused, in-ternal con-tact Sohistos eDin,.
lens ase, as above, with on- -
Schist-lenses. -
... i. casional dark gray schistose 11.
131. 6 6
- 1. 01
//
_Z
+ + -.i.
/
/
/
-e, +
_t_, 4_
199,3`
7 L
7_
BOTTOM OF BORING N - Standard penetration resistance, blows/ft Rea - Length recovered/length cored, %
RQD - Length of :wand core 4 in, and longer/length cored, %
S - Split spoon sample
.Z Groundwater U - Undisturbed samples ff Schmidt Hammer Hardness 8 - Shelby tube N - Denison F - Fixed piston P - Pitcher 0-- Oa terberg 0 - 0m D - Drilling break Is - Coefficient of not-Weathered, weathering permeability NOTES SEABROOK STATIO N PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY CI inited engines's. --
Date: August 6, *1975 Project 7286 PAGE 2
of 2
I LOG OF BORING AIT-39 (I) GEOTECRNICAL ENGINEERS INC.