ML23317A160
| ML23317A160 | |
| Person / Time | |
|---|---|
| Site: | Seabrook  |
| Issue date: | 11/03/2023 |
| From: | NextEra Energy Seabrook |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML23317A044 | List:
|
| References | |
| L-2023-152 | |
| Download: ML23317A160 (1) | |
Text
SEABROOK UPDATED FSAR APPENDIX 2D GEOLOGIC BEDROCK LOGS OF BORING IN THE SITE AREA The information contained in this appendix was not revised, but has been extracted from the original FSAR and is provided for historical information.
APPENDIX 2D LIST OF BORINGS DONE FOR SEABROOK STATION (Reference Section 2.5.1.2. and Figures 2.5.9) and 2.5.14)
A number of boring programs have been done for various purposes at and near the Seabrook Station site.
The list in this appendix is meant to serve as an index for these borings.
Some of the logs of these borings are included in this appendix.
Other logs can be found in one of three locations:
- 1.
Miscellaneous Site Area Borings, Seabrook Station: PSNH Site Document Control Center, Seabrook, N.H.
- 2.
Seabrook Station Geotechnical Report - Circulating Water Tunnels, Vols. 1 and 2: Geotechnical Engineers, Inc., Winchester, Mass.,
June, 1974
- 3.
Seabrook Station Geotechnical Reports - Intake Tunnel Extension:
Geotechnical Engineers, Inc., Winchester, Mass., September,l975 An entry in this table for each boring notes the location of its log.
LIST OF BORINGS DONE FOR SEABROOK STATION Location/
Ground Soil "Bored Total Depth Date Boring No.
Purpose Coordinates Elevation (Ft)
Completed Reference Remarks A-1 Old Cooling Hampton Beach Beach 49 1 49' 9 Nov '68 1
Auger Boring
System Design
State Park A-2 Old Cooling Hampton Beach Beach 48.5' 48.5' 9 Nov '68 1
Auger Boring
System Design
State Park A-3 Old Cooling Hampton Beach Beach 53' 53' 11 Nov '68 1
Auger Boring
System Design
State Park A-4 Old Cooling Hampton Beach Beach 56' 56' 11 Nov '68 1
Auger Boring
System Design
State Park A-5 Old Cooling Hampton Beach Beach 56' 56' 9 Nov '68 1
Auger Boring
System Design
State Park A-6 Old Cooling Hampton Beach Beach 56' 56' 14 Nov '68
- 1 Auger Boring
System Design
State Park A-7 Old Cooling Hampton Beach Beach 56' 56 1 14 Nov '68 1
Auger Boring
System Design
State Park A-8 Old Cooling Hampton Beach Beach 56' 56' 15 Nov '68 1
Auger Boring
System Design
State Park A-9 Old Cooling Hampton Beach Beach 56' 56' 25 Nov '68 1
Auger Boring
System Design
State Park A-10 Old Cooling Hampton Beach Beach 56' 56' 15 Nov '68 1
Auger Boring
System Design
State Park A-ll Old Cooling Hampton Beach Beach 56' 56' 15 Nov '68 1
Auger Boring
System Design
State Park A-12 Old Cooling Hampton Beach Beach 56' 56' 15 Nov '68 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 Date Purpose Coordinates Reference Remarks A-16 Old Cooling Hampton Beach Beach 56' 56~
11 Nov 168 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 Hamptop. Beach Beach 56' 56' 14 Nov '68 1
Auger Boring
System Design
State Park AIT-1 Intake Tunnel 20546N
+11.4 17.0 315.0 7 Sept '73 2
80140E AIT-2 Alternate 20211N
+ 5.1 8.5 300.0 19 Oct '73 2
Tunnel Align-81372E ment AIT-3 Alternate 19848N
- 0.2 32.5 292.0 23 Oct '73 2
Tunnel Align-82720E ment AIT-4 Alternate 19556N
+ 5.2 64.0 290.0 14 Nov '73 2
Tunnel Align-83798E ment AIT-5 Alternate 19327N
- 2.2 95.0 279.0 9 Nov '73 2
Tunnel Align-84663E ment AIT-6 Alternate 19117N
+ 2.8 148.5 291.0 29 Oct '73 2
Tunnel Align-85438E ment
CONTINUED:
Page 3 Location/
Ground Soil Bored Total Depth Date Boring No.
Coordinates Elevation (Ft)
(Ft)
ComEleted Reference Remarks AIT-7 Alternate 18908N
- 2.4 132.0 270.0 04 Sept '73 2
Tunnel Align-86222E ment AIT-8 Alternate 18663N
-15.0 83.0 268.0 14 Sept '73 2
Tunnel Align-87143E ment AI'l;-11 Alternate 18221N
+ 9.0 6.0 6.0 08 Nov '73 2
Boring Abandoned Tutmel Align-88746E ment AIT-12 Alternate 18144N
+13.5 138.5 272.8 24 Oct '73 2
Tunnel Align-89012E ment AIT-13 Alternate 17981N
+10.3 125.0 275.0 03 Oct '73 2
Tunnel Align-89610E ment AIT-15 Alternate 17730N
- 8.6 71.5 238.0 01 Oct '73 2
Tunnel Align-90526E ment AIT-16 Alternate 17537N
-14.1 62.5 231.5 11 Oct '73 2
Tunnel Align-91267E ment AIT-17 Intake Tunnel 17366N
-24.1 42.5 216.3 06 Oct '73 2
91907E AIT-18 Alternate 17182N
-26.2 45.0 272.0 13 Sept;! '73 2
Tunnel Align-92577E ment AIT-20 Alternate 17158N
-36.3 49.5 81.0 14 Sept '73 2
Tunnel Align-92663E ment AIT-22 Alternate 17195N
-32.1 36.5 204.5 22 Sept '73 2
Tunnel Align-92527E ment
CONTINUED:
Page 4 Location/
Ground Soil Bored Total Depth Date Boring No.
Purpose Coordinates Elevation (Ft)
Reference AIT-24 Alternate 17105N
-35.6 65.0 65.0 17 Oct '73 2
Tunnel Align-91945E ment AIT-24A Alternate 17084N
-35.6 99.0 198.8 22 Oct '73 2
Tunnel Align-92927E ment AIT-25 Alternate 16996N
-37.1 24.0 199.3 25 Oct '73 2
Tunnel Align-93261E ment AIT-26 Intake Tunnel 17146N
+10.6 67.0 347.8 15 Apr '74 2
Boring Inclined 40° 89283E AIT-27 Alternate 17223N
- 7.7 80.0 245.3 01 Mar '74 2
Tunnel Align-90217E ment AIT-28 Alternate 17254N
-12.8
.80.5 233.0 16 Feb '74 2
Tunnel Align-90887E ment AIT-29 Alternate 17318N
-18.2 20.0 230.0 19 Feb '74 2
Tunnel Align-91383E ment AIT~30 Alternate 17394N
-29.9 46.0 57/9 22 Feb '74 2
Boring Inclined 38° Tunnel Align-92288E ment AIT-30A Alternate 17394N
-29.5 46.5 221.3 26 Feb '74 2
Tunnel Align-92288E ment AIT-31 Alternate 17054N
+10.7 69,0 346.0 29 Apr '74 2
Tunnel Align-89238E ment
CONTINUED:
Page 5 Location/
Ground Soil Bored Total Depth Date Boring No.
Purpose Coordinates Elevation (Ft)
Completed Reference AIT-32 Alternate 16918N
-12.4 59.0 240.0 15 Mar '74 2
Tunnel Align-90562E ment AIT-33 Alternate 16840N Tunnel Align-91054E
-14.4 80.0 162.0 05 Mar '74 2
ment AIT-33A Alternate 16839N
-14.4 80.0 241.0 12 Mar '74 2
Tunnel Align-91054E ment AIT-34 Alternate 16780N
-19.6 59.0 230.0 05 Mar '74 2
Tunnel Align-91515E ment AIT-35 Alternate 16770N
-33.5 30.0 45.5 28 Mar '74 2
Tunnel Align-92578E ment AIT-36 Alternate 16912N
-39.1 55.4 69.5 27 Mar '74 2
Tunnel Align-93045E ment AIT-37 Alternate 16766N
-34.3 11.5 30.5 26 Mar '74 2
Tunnel Align-93042E ment AIT-38 Intake Tunnel 17491N
-41.2 43.0 212.0 24 June '75 3
Extension 93300E AIT-39 Intake Tunnel 17552N Extension 93840E
-42.1 51.0 195.0 16 June '75 FSAR Appendix 2D
- \\1T-39A Intake Tunnel 17566N Extension 93938E
-39.3 57.0 220.0 29 July '75 3
AIT-40 Intake Tunnel 17575N Extension 94040E
-40.5 78.0 234.0 14 June '75 3
AIT-41 Intake Tunnel 17597N
-37.3 75.0 202.0 19 June '75 3
Extension 94240E
CONTINUED:
Page 6 Location/
Ground Soil Bored Total Depth Date Boring No.
Purpose Coordinates (Ft)
Completed Reference Remarks AIT-41A Intake Tunnel 17500N
-38.9 62.0 219.0 19 July '75 3
Extension 94234E AIT-42 Intake Tunnel 17909N
-40.8 52.0 214.0 26 June '75 3
Extension 97006E AIT-43 Intake Tunnel 17762N
-48.9 51.0 218.0 16 July '75 3
Extension 95707E AIT-44 Intake Tunnel 17816N
-51.3 49.0 219.0 12 Aug 175 3
Extension 96156E AIT-45 Intake Tunnel 17901N
-62.8 36.0 191.0 09 July '75 3
Extension 96900E AIT-45A Intake Tunnel 17893N
-58.3 38.0 186.0 23 July 1 75 3
Extension 96810E AIT-45B Intake Tunnel 17880N
-54.5 37.0 193.0 24 July '75 3
Extension 96696E AIT-45C Intake Tunnel 17865N
-58.3 38.0 194.0 08 Aug '75 3
Extension 96601E AAIT-19 Alternate 17179N
-31.8 46.0 210.0 25 Jan '74 2
Tunnel Align-92412E ment AAIT-20 Intake Tunnel 17446N
-38.7 44.0 210.8 12 Feb '74 2
92908E AAIT-23 Intake Tunnel 17405N
-33.8 46.5 210.0 23 Jan '74 2
92707E AAIT-24 Alternate 16663N
-27.6 23.0 53.5 01 Feb '74 2
Tunnel Align-92221E ment
CONTINUED:
Page 7 Location/
Ground Soil Bored Total Depth Date Boring No.
Purpose Coordinates Elevation (Ft)
ComE1eted Reference Remarks AAIT-26 Alternate 16834N
-38.8 50.0 210.7 14 Feb '74 2
Tunnel Align-92976E ment ADT-1 Discharge 20436N
+12.1 9.5 300.0 07 Sept '73 2
Tunnel 80175E ADT-2 Dis~harge 20166N
+07.2 15.0 300.0 05 Oct '73 2
Tunnel and 80848E Intake Tunnel ADT-3 Intake Tunnel 19853N
+05.4 31.5 300.0 27 Nov '73 2
81686E ADT-4 Intake Tunnel 19539N
- o. 7 43.5 271.0 09 Oct '73 2
82461E ADT-5 Intake Tunnel 19279N
+ 4.2 54.0 271.0 15 Oct '73 2
83172E ADT-SA Intake Tunnel 19129N
+ 5.2 90.5 292.5 19 Dec.'73 2
83560E ADT-6 Alternate 19052N
- 0.8 100.0 342.0 30 Aug '73 2
Tunnel Align-84242E ment ADT-7 Intake Tunnel 19002N
- 4.1 108.0 297.0 11 Oct '73 2
83901E ADT-7A Intake Tunnel 18853N
- 3.7 99.0 287.0 14 Jan '74 2
84280E ADT-8 Intake Tunnel 18717N
+ 1.1 101.0 256.0 24 Sept '73 2
84599E ADT-9 Alternate 18313N
- 1. 5 110.0 323.0 20 Aug '73 2
Tunnel Align-86427E ment ADT-10 Intake Tunnel 18410N 0.3 105.0 280.0 28 Nov '73 2
85422E
CONTINUED:
Page 8 Location/
Ground Soil Bored Total Depth Date Boring No.
Purpose Coordinates (Ft)
Completed Reference Remarks ADT-lOA Intake Tunnel 18269N
+ 0.1 121.5 275.0 04 Feb '74 2
85784E
.ADT-11 Intake Tunnel 18128N
- 0.5 93.0 298.7 02 Oct '73 2
86125E ADT-llA Intake Tunnel 17951N
- 1. 8 64.3 270.0 16 Jan '74 2
86601E
.ADT-12 Intake Tunnel 17781N
-10.3 103.5 240.3 18 Sept '73 2
87059E ADT-12A Intake Tunnel 17662N
-13.5 41.0 260.0 26 Dec '73 2
87344E ADT-13 Intake Tunnel 17458N
- 8.5 18.8 228.0 29 Sept '73 2
87~97E ADT-14 Discharge 17161N
+13.2 25.5 288.0 29 Nov '73 2
Boring Inclined 17° Tunnel and 88821E Intake Tunnel ADT-15 Discharge 16941N
+ 7.7 47.0 240.0 04 Nov '73 2
Tunnel 89285E ADT-16 Discharge 16553N
- 9.1 38.0 243.6 14 Nov '73 FSAR Appendix 2D Tunnel 90235E ADT-16A Discharge Tunnel 16571N
- 4.0 33.5 240.3 07 Jan '74 FSAR Appendix 2D and Fault 90280E investigation ADT-16B Discharge Tunnel 16545N
-.8.3 36.3 240.0 14 Jan '74 FSAR Appendix 2D and Fault 90185E investigation ADT-16C Discharge Tunnel 16493N
- 5.5 23.0 238.5 17 Jan '74 FSAR Appendix 2D and Fault 90257E investigation ADT-16D Discharge Tunnel 16660N
- 7.8 38.0 241,4 14 Nov '74 FSAR Appendix 2D and Fault 90219E investigation
CONTINUED:
Page 9 Location/
Ground Soil Bored Total Depth Date Boring No.
Purpose Coordinates Elevation (Ft)
(Ft)
ComEleted Reference Remarks ADT-17 Discharge 16213N
-14.8 102.3 260.8 06 _oct '73 2
Tunnel 91109E ADT-17A Discharge 16110N
-17.7 88.0 225.0 12 Dec '73 2
Tunnel 91380E ADT-18 Discharge 15967N
-24.0 45.5 225.0 10 Nov '73 2
Tunnel 91745E ADT-19 Discharge 15718N
'runnel 92402E
-23.5 6.5 197.2 05 Nov '73 2
ADT-20 Discharge 15462N
-40.6 10.0 175.1 07 Nov '73 2
Tunnel 93063E 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 '73 2
Tunnel 94492E ADT-23 Discharge 14879N
-58.6 41.0 72.5 01 Dec '73 2
Tunnel 94561E ADT-25 Discharge 14931N
-54.5 59.0 92.0 30 Nov '73 2
Tunnel 94418E ADT-27 Discharge 14637N
-59.0 10.0 170.0 12 Apr '74 2
Tunnel 94752E ADT-28 Discharge*
14S26N
-65.4 12.0 165.0 11 Apr '74 2
Tunnel 94809E 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 o.o 167.8 25 Mar '74 2
Tunnel 95150E
CONTINUED:
Page 10 Location/
Ground Soil Bored Date Boring No.
Purpose Coordinates Elevation ADT-32 Discharge 14862N
-58.8 27.0 169.8 07 Dec '73 2
Tunnel 94622E ADT-33 Discharge*
20175N
+ 9.4 16.6 368.5 19 Mar '74 2
Boring Inclined 33° Tunnel and 80459E Intake Tunnel ADT-34 Discharge 1997?N
+ 5.3 19.0 368.0 20 Mar '74 2
Boring Inclined 34° Tunnel 81201E ADT-35 Discharge 19608N
- 3.0 40.5 40.5 26 Feb '74 2
Tunnel 81992E ADT-35A Discharge 19631N
- 2.3 37.5 300.0 07 Mar '74 2
Tunnel 81974E ADT-36 Discharge 19364N
- 3.1 4.0 289.7 20 Mar '74 2
Tunnel 82706E ADT-37 Discharge 18947N
+ 5.3 84.0 354.0 22 Apr '74 2
Boring Inclined 33° Tunnel and 83394E Intake Tunnel ADT-37A Discharge 18969N
+ 5.1 15 Mar '74 2
Boring Abandoned Tunnel 83729E ADT-37B Discharge 18963N
+ 4.8 118.0 350.0 12 Apr '74 2
Boring Inclined 31° Tunnel 83740E ADT-38 Discharge 18962N
- 1.0 78.0 198.0 23 Apr '74 2
Tunnel 84445E AD'l!-39 Discharge 18470N
- 1.5 102.0 280.5 19 Feb* '74 2
Tunnel 85030E ADT-40 Discharge 17384N
+12.4 52.0 360.0 26 Apr '74 2
Boring Inclined 37° Tunnel and 88389E Intake Tunnel ADT-41 Discharge 17974N
- 1.3 60.0 275.0 21 Feb '74 2
Tunnel 86307E ADT-42 Discharge 17616N
-13.5 40.0 260.0 29 Jan '74 2
Tunnel 87273E
CONTINUED:
Page 11 Location/
Ground Soil Bored Total Depth Date Boring No.
Purpose Coordinates Completed Remarks ADT-43 Discharge 18275N
+ 0.3 106.0 276.0 08 Mar '74 2
Tunnel 85525E B-1 W of Turbine 20440N
+19.2 22.5 99.3 15 Oct '68 1
Bldg. II 78830E B-2 SW Trench, s of 20180N
+14.1 3.9 155.0 29 Oct '68 1
Containment I 79650E B-3
"- 200' N of 21020N
+ 5.5 32.5 100.0 06 Nov '68 1
Turbine Bldg. I 79350E B-4
- N of Site 22100N
+ 4.4 40.0 140.0 27 Nov '68 1
78900E B-5 S of Cooling 19900N
+12.7 13.0 33.0 02 Dec '68 1
Tower - Marsh 79300E B-6 S of Site in l9800N
+ 4.4 32.5 54.9 14 Dec '68 1
Marsh (?)
79600E B-7 W side Waste 20200N
+12.2 14.0 34.5 18 Dec '68 1
Process Bldg.
79400E B-8 N of EFP Bldg. I 20520N
+30.9 04.2 25.3 21 Dec '68 1
79620E 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 Location/
Ground Soil Bored Total Depth Date Boring No.
Purpose Coordinates (Ft)
Completed Reference Remarks B-14 SE Corner 20500N
+18.1 8.0 28.0 19 Mar '69 1
Admin. Bldg.
79330E B-15 Heater Bay I 20740N
+18.0 11.0 31.0 13 Mar '69 1
79480E B-16 Fire Protection 20780N
+17.6 52.5 72.2 20 Feb '69 1
Water Tanks 78440E B-17 N end of Site 21400N
+16.2 60.0 160.0 12 Mar '69 1
78900E B-18
"' 325' W of 20460N
+20.7 22.5 42.5 14 Feb '69 1
Turbine Bldg. II 78330E B-19 N end of Site 21350N
+15.9 47.0 67.0 26 Mar '69 1
78900E B-20 N end of Site 21325N
+ 6.4 34.0 100.0 28 Mar '69 1
78900E B-21 N end of Site 21800N
+ 9.4 50.0 150.0 31 Jan '69 1
78900E B-22 NW of Turbine 20630N
+11.4 2.5 68.5 08 Apr '69 1
Bldg. II 78900E B-23 N end of Site 21600N
+10.2 76.0 176.0 18 Feb '69 1
78900E B-24 N end of Site 2.1200N
+12.4 21.0 121.0 24 Feb '69 1
78920E B-25 SW Trench S of 20200N
+18.5 0.0 20.0 24 Jan '69 1
Containment I 79770E B-26 Just*sw of sw 20320N
+24.1 3.0 23.0 23 Jan '69 1
Pump house 79920E B-27 Shaft Transition 20570N
+15.6 6.0 26.0 20 Jan '69 1
Area 80070E
CONTAINMENT:
Page 13 Location/
Ground Soil Bored Total Depth Date Boring No.
Purpose B-28 Center Turbine 20580N
+19.0 4.0 23.8 11 Feb '69 1
Bldg. 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 '69 1
Turbine Bldg. I 79575E B-37 Containment I 20420N
+24.4 6.0 46.5 19 Mar '69 1
NW quadrant 79625E B-38 NE of Containment 20550N
+32.6 2.3 150.0 13 Mar '69 1
I CW Trench 79750E B-39 E of Containment I 20455N
+31.9 1.5 70.5 28 Mar '69 1
797BOE B-40 E of Turbine 20680N
+26.2 2.5 66.5 24 Mar 169 1
Bldg. I 79700E
CONTINUED:
Page 14 Location/
Ground Soil Bored Total Depth Date Borina No.
PurEose Coordinates Elevation (Ft)
(Ft)
ComJ2leted 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.o 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
78~00E 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 210SON
+ 4.2 50.0 50.0 30 Jan '69 1
System Design
808SOE C-3 Old Cooling 2l830N
+ 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
CONTINUED:
Page 15 Location/
Ground Soil Bored Total Depth Date Boring No.
Coordinates Elevation (Ft)
ComEleted Reference C-7 Old Cooling 22300N
+ 4.9 so.o 50.0 14 Feb '69 1
System Design
82557E C-8 Old Cooling 20990N
+ 4.8 50.0 50.0 04 Feb '69 1
System Design
82330E C-9 Old Cooling 21900N
+ 4.5 50.0 50.0 13Feb '67 1
System Design
83450E C-:J..O Old Cooling 20850N
+ 4.3 50.0 50.0 05 Feb '69 1
System Design
82835E C-11 Old Cooling 21200N
+ 4.5 50.0 50.0 13 Feb '69 1
System Design
84150E C-12 Old Cooling 20675N
+ 4.0 50.0 50.0 15 Feb '69 1
System Design
83230E C-13 Old Cooling 20500N
+ 4.5 50.0 50.0 12 Feb '69 1
System Design
84870E C-14 Old Cooling 20450N
+ 4.0 50.0 50.0 12 Feb '69 1
System Design
83275E C-15 Old Cooling 19800N
+ 0.4 50.0 50.0 18 Feb '69 1
System Design
85580E C-16 Old Cooling 19930N
+ 2.1 1
No Log
System Design
85860E C-17 Old Cooling 19540N
+ 2.6 50.0 50.0 20 Feb '69 1
System Design
86050E C-18 Old Cooling 19200N 50.0 50.0 19 Mar '69 1
System Design
86450E C-19 Old Cooling 18890N 50.0 50.0 19 Mar '69 1
System Design
86840E C-20 Old Cooling 18590N 0.0 50.0 50.0 20 Mar '69 1
System Design
87230E
CONTINUED:
Page 16 Location/
Ground Soil Bored Total Depth Date Boring No.
Purpose Coordinates Elevation (Ft)
(Ft)
ComEleted Reference Remarks C-21 Old Cooling 18250N 50.0 50.0 17 Mar '69 1
System Design
87600E c-22 Old Cooling l8000N
+16.2 50.0 50.0 13 Feb '69 1
System Design
88040E C-23 Old Cooling 17800N
+14.0 50.0 50.0 17 Feb '69 1
System Design
8S500E C-24 Old Cooling 17600N
+14.0 50.0 50.0 18 Feb '69 1
System Design
88950E C-25 Old Cooling 17410N
+10.0 50.0 50.0 03 Apr '69 1
System Design
89400E C-26 Old Cooling 177SON o.o 50.0 50.0 20 Mar '69 1
System Design
87760E C-27 Old Cooling 20178N
+ 4.0 50.0 50.0 OS Feb '69 1
System Design
84170E C-28 Old Cooling 20020N
+ 3.9 50.0 50.0 06 Feb '69 1
System Design
84560E C-29 Old Cooling 1974SN
+ 4.0 50.0 50.0 07 Feb '69 1
System Design
85000E C-30 Old Cooling 19520N
+ 2.9 50.0 50.0 17 Feb '69 1
System Design
85520E C-31 Old Cooling l9290N
+ 2.3 50.0 50.0 21 Feb '69 1
System Design
85950E C-32 Old Cooling 20970N
+ 5.1 30.5 43.0 06 Mar '69 1
System Design
80470E C-33 Old Cooling 20850N
+ 3.6 30.5 30.5 24 Mar '69 1
System Design
80780Jl:
C-34 Old Cooling 20750N 44.0 44.0 24 Mar '69 1
System' Design 81000E
CONTINUED:
Page 17 Location/
Ground Soil Bored Total Depth Date Borin& No.
Puq:~ose Coordinates Elevation (Ft)
(Ft)
Com.eleted Reference Remarks C-35 Old Cooling 20640N
+ 4.3 38.0 38.0 11 Mar '69 1
System Design
81305E C-36 Old Cooling 20800N
+ 4.5 10.0 15.0 09 Mar '69 1
System Design
80500E C-37 Old Cooling 20710N
+ 4.3 2.0 07.0 10 Mar '69 1
System Design
80740E C-38 Dld Cooling 20540N
+ 5.2 16.5 18.5 10 Mar '69 1
System Design
80930E C-39 Old Cooling 20530N
+ 4.0 30.0 30.0 11 Mar '69 1
System Design
81200E C-40 Old Cooling 20480N
+ 4.8 44.4 44.4 03 Apr '69 1
System Design
81700E C-41 Old Cooling 20350N
+ 4. 7 35.0 35.0 03 Apr '69 1
System Design
81650E C-42 Old Cooling 20290N
+ 4.6 30.0 30.0 04 Apr. '69 1
System Design
81160E C-43 Old Cooling 20110N
+ 4.5 30.0 30.0 04 Apr '69 1
System Design
82620E C-44 Old Cooling 20050N
+ 3.8 32.0 32.0 28 Mar '69 1
System Design
83000E C-45 Old Cooling 19920N
+ 2.7 34.0 34.0 28 Mar '69 1
System Design
83095E c-46 Old Cooling 19830N
+ 4.0 33.3 33.3 31 Mar '69 1
System Design
83320E C-47 Old Cooling 19740N
+ 4.0 43.0 43.0 31 Mar '69 1
System Design
83550E C-48 Old Cooling 19650N
+ 4.1 50.0 50.0 01 Apr '69 1
System Design
83800E
CONTINUED:
Page 18 Location/
Ground Soil Bored Total Depth Date Boring No.
Coordinates (Ft)
(Ft)
Completed Reference Remarks 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
B3380E 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
+ o.s 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 l8350N 0.0 50.0 50.0 24 Mar '69 1
System Design
86800E
CONTINUED:
Page 19 Location/
Ground Soil Bored Total Depth Date Boring No.
Purpose Coordinates Elevation (Ft)
(Ft)
ComEleted Reference Remarks C-63 Old Cooling 18200N 0.0 50.0 50.0 24 Mar '69 1
System Design
87280E C-64 Old Cooling 17900N
+17.8 50.0 50.0 31 Mar '69 1
System Design
88270E C-65 Old Cooling 17700N
+13.7 50.0 50.0 01 Apr '69 1
System Design
88730E C-6(1 Old Cooling 17500N
+13.3 38.0 38.8 01 Apr '69 1
System Design
89180E C-67 Old Cooling 19845N
+ 4.5 31.0 31.0 11 Apr '69 1
System Design
82000E C-68 Old Cooling l9650N
+ 3.9 39.6 32.6 11 Apr '69 1
System Design
82440E C-69 Old Cooling 19345N
+ 4.1 39.9 39.9 09 Apr '69 1
System Design
83130E C-70 Old Cooling 19125N
+ 4.0 50.0 50.0 09 Apr '69 1
System Design
83595E C-71 Old Cooling 19780N
+ 4. 7 40.5 40.5 22 July '69 1
System Desi.gn 81370E C-72 Old Cooling 19550N
+ 3.6 52.0 52.0 18 July '69 1
System Design
81890E C-73 Old CooHng 19480N
+ 4.8 52.0 52.0 21 July '69 1
System Design
82310E C-74 Old Cooling 19140N
- 4.4 42.8 42.8 16 July '69 1
System Design
82640E C-75 Old Cooling 18620N
- 3.0 52.0 52.0 15 July '69 1
System Design
- 82810E C-76 Old Cooling 18460N
- 1. 0 52.0 52.0 15 July '69 1
System Design
83240E
CONTINUED:
Page 20 Location/
Ground Soil Bored Total Depth Date Boring No.
Puq~ose Coordinates Elevation (Ft)
(Ft)
Completed Remarks C-77 Old Cooling 18690N
- 1.0 52.5 52.5 14 July 169 1
System Design
83650E C-78 Old Cooling 18910N 1.0 52.0 52.0 11 July '69 1
System Design
84050E Dl-1 SW Trench, between 79373E
+ 9.8 16.5 124.0 04 Dec '72 FSAR Appendices.
Units I & II 20093N 2D and 2J Dl-3 SW of Containment 79310.E
+14.0 11.0 65.50 04 Dec '72 II 20218.N Dl-4 (E of) Fuel 79278:E
+11.4 15.5 170.00 27 Nov '7?.
Storage Bldg. II 20122N II Dl-5 SW Trench N of 79250:E
'+16.6 15.3 65.4 24 Nov '72 Cooling Tower 20027N Dl-6 S of Primary 79156E
+19.2 11.5 33,0 27 Nov '72 II Auxiliary Bldg.
20054N II Dl-7 Fuel Storage Bldg.
79110E
+14.3 14.5 118.7 11 Nov '72 II, center 20192N Dl-8 Center of Contain-79213E
+15.9 9.0 29.5 05 Dec '72 ment II 20245N
. Dl-9 Primary Auxiliary 79060E
+20.8 1.5 24.5 28 Nov '72 II Bldg. II 20083N Dl-10 Primary Auxiliary 79088E
+19.2 8.0 112.00 06 Dec '72 Bldg. II 20189N Dl-11 WSFPC II, N end 79116E
+13.8 11.5 65.U 07 Dec '72 II 20276N Dl-12 Tank Farm II 78963E
+23.9 6.5 29.5 29 Nov '72 II II 20111N D2-1 DG Bldg. II 78896E
+21.2 6.0 31;-0 06 Dec '72 II 20234N D2-3 N of DG Bldg rr 78829E
+19.4 25.2 60,0 26 Nov '72 2036QN
CONTINUED:
Page 21 Location/
Ground Boring No.
Purpose DZ-4 Just W of Unit II 78800E
+16.7 20264N D2-5 Just W of Unit II 78775E
+16.5 20167N D2-7 Just W of Unit II 78730E
+16. 7 20283N El-l Containm~nt I, 79677E
+28.9 Center 20398N El-2 Control Bldg. I, 79500E
+21.4 Center 20450 N El-3 W side DG Bldg. 1 7935UE
+15.2 20400.N El-4 Fuel Storage Bldg.
7969s*E
+20.2 I, Center 20297N El-5 Center of Primary 79551 E
+16.0 Auxiliary Bldg.
20296 N El-6 N end of Waste 79400 E
+14.3 Process Bldg.
zo3oo:N E2-1 Containment II, 79201 E
+15.9 Center 20247 N E2-2 NE of Containment 79272 E
+13. 7 II 20355 N E2-3 W side of Turbine 79002 E
+19 Bldg. II 20409:N E2-4 E side of Turbine 79170:E
+18 Bldg. II 20508 N E2-5 NE quad Contain-79212 E
+18 ment II 20277 N E2-6 SW corner of PAB I 79551 E
+12 20203 N E2-7 N end of PAB I 79552E
+17 20374 N
~.
i
)
Soil Bored 19.U 6.5 24.5 0.0 6.5 16.5 1.5 6.5 1.5 6.5 11.5 35.0 5.0 8.0 16.9 13.5 171.0 65.U 125.0 l5U.l 27.2 42.0 105.0 108.0 24.0 159.2 32.5 52.0 26.0 97.8 42.5 115.2 Date Completed Reference Remarks 24 Nov '72 FSAR Appendices 2D and 2J 01 Dec '72 28 Dec '72 26 Dec '72 n
12 Dec '72 13 Dec '72 19 Dec '72 19 Dec '72 19 Dec '72 13 Dec '72 n
14 Dec '72 04 De.c '73 1
05 Dec '73 1
29 Ap!! '74 1
U6 May '74 1
13 May '74 1
CONTINUED:
Page 22 Location/
Ground Soil Bored Total Depth Date Boring No.
Purpose Coordinates Elevation (Ft)
(Ft)
Completed Remarks E2-8 SE corner of 79370:&
+10 7.0 70.0 08 May '74 1
Cooling Tower 19997N E2-9 S of Unit I 79568E
+9 15.0 70.0 01 May '74 1
20115.N E2-10 S of Unit I 79580E.
+8 7.0 70.0 03 May '74 1
20060N E2-11 Containment I 20435&
+25.0 17.7 168.0 27 June '74 FSAR Appendix 2F Boring Incbined Perimeter 79611N About 40 E2-12 Containment I 20334.E
+21.5 1.0 165.5 18 June '74 It Boring Inc~ined Perimeter 79642N About 40 E2-13 Containment I 20365E
+30.5 0.0 169.0 03 July '74 II Boring Im:.~ined Perimeter 79745N About 40 E2-14 Containment I 20467E
+29.9 3.0 166.0 19 June '74 II Boring In~~ined Perimeter 79713N About 40 E2-15 Containment II 20321E
+13.9 11.5 165.0 05 June '74 n
II Boring Inc!ined 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
CONTINUED:
Page 22 Location/
Ground Soil Bored Total Depth Date Boring No, Coordinates Elevation (Ft)
Completed Referenced Remarks F-1 Alternate 17600N
- 3.0 9.5 9.0 17 Apr '73 2
Tunnel Align-86700E ment F-lA Alternate 17600N
- 3.0 15.0 143.8 25 Apr '73 2
Tunnel Align-86694E ment F-2 Alternate 19189N
- 1.4 13.8 264.4 15May '73 2
Tunnel Align-86875E ment F-3 Alternate 19374N
+ 9.4 87.5 298.8 07 June' '73 2'
Tunnel Align-88446E ment F-4 Alternate 18311N
+16.8 135.3 329.6 02 July '73 FSAR Appendix 2D Tunnel Align-88393E ment F-5 Alternate 18332N
+15.7 121.3 319.5 31 July 1 73 2
Tunnel Align-88430E ment F-6 Alternate 18450N
- 1. 5 124.2 339.0 09 Aug '73 2
Tunnel Align-87945E ment G-1 Fuel Oil Storage 29690N
+17.3 16.5 16.5 30 Sept '74 FSAR Appendix 2!
Tank 78370E G-2 Settling.Basin 21380N
+15.9 14.5 14.5 01 Oct '74 FSAR Appendix 21 Inlet 78900E
CONINTUED:
Page 24 Location/
Ground Soil Bored Total Depth Date Purpose Coordinates Elevation (Ft)
Completed Reference Remarks G-3 Settling Basin 21717N
+ 9.4 34.8 34.8 01 Oct '74 FSAR Appendix 2I Outlet 78949E G-4 Settling Basin 21571N
+ 9-.6 22.5 2.2.5 03 Oct '74 78992E G-5 Site Retaining 20969N
+ 7.8 9.7 09.7 03 Oct '74 Wall 79525E G-6 Site. Retaining 20949N
+ 8.2 19.5 19.5 03 Oct '74 Wall 79349E G-7 Site Retaining 20932N
+ 8.6 23.2 23.2 03 Oct '74 Wall 79175E G-8 Site Retaining 210P6N
+ 7.3 19.0 19.0 07 Oct '74 n
Wall 79107E G-9 Concrete Seawall 20123N
+ 9.5 10.5 25.5 09 Oct '74 11 79720E G-10 Concrete Seawall 20083N
+ 7.9
.6.5 22.0 08 Oct '74 78587E G-11 Concrete Seawall 20042N
+ 6.8 15.9 31.0 10 Oct '74 If 79455E G-12 Revetment Seawall 19898N
+ 7.2 11.0 11.0 10 Oct '74 78500E Gl Falling Head 21882N
+16.4 FSAR Appendix 21 No Log Permeability 78291E G2 Falling Head 21412N
+25.4 74.0 84.0 27 Jan '69 Permeability 77959E G3 Falling Head 20436N
+35.4 11.0 21.0 19 Feb '69 II Permeability 77489E G4 Falling Head 19989N
+30.1 5.0 15.0 20 Feb '69 Permeability 77116E G5 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.
Puq~ose Elevation (Ft)
ComEleted Reference OClA Containment I 20413N
+28.0 0.2 46.6 03 July '73 FSAR Appendix 2H Overcore Hole 79671E Pl Old Cooling Offshore
- 2.0 42.0 42.0 28 May '69 1
System Design
P2 Old Cooling Offshore
- 9.0 37.5 36.5 11 June '69 1
System D~sign P3 Old Cooling Offshore
-12.0 74.5 74.5 14 June '69 1
System Design
P4 Old Cooling Offshore
-15.0 14.1 14.1 04 June '69 1
System Design
P5 Old Cooling Offshore
-23.0 24.8 24.8 10 June '69 1
System Design
P6 Old Cooling Offshore
-31.5 48.0 48.0 10 June '69 1
System Design
P7 Old Cooling Offshore
-38.5 25.0 25.0 15 June '69 1
System Design
PB Old Cooliilg Offshore
-44.0 46.0 46.0 10 June '69 1
System Design
P9 Old Cooling Offshore
-40.0 17.0 17.0 11 June '69 l
System Design
FlO Old Cooling Offshore
-40.0 21.0 21.0 15 June '69 1
System Design
Pll Old Cooling Offshore
-19.0 18.5 18.5 14 June *.' 69 1
System Design
PF-1 Portsmouth Fault Greenland,
+79.1 0.5 267.0 21 Mar 1 74 FSAR Appendix 2C Boring Inclined 48° Investigation NH PF-2 Portsmouth Fault Greenland,
+62.0 65.0 271.0 24 July '74 FSAR Appendix 2C Boring Inclined 40°.
Investigation NH
CONTINUED:
Page 26 Location/
Ground Soil Bored Total Depth Date Boring No.
Purpose Coordinates Elevation (Ft)
(Ft)
Completed Reference PF-3 Portsmouth Fault Greenland,
+61.8 40.0 50.0 30 July '74 FSAR Appendix 2C Investigation NH PF-3A Portsmouth Fault Greenland,
+61.8 80.0 204.3 08 Aug '74 Investigation NH SRF-1 Scotland Rd Fault
- Newbury,
+18.1 13.0 79.0 06 Dec '73 Investigation MA SRF-2 Scotland Rd Fault
- Newbury,
+17.6 50.5 77.5 10 Dec '73 II If Investigation MA SRF-3 Scotland Rd Fault
- Newbury,
+17.9 42.0 95.0 19 Dec '73 Investigation MA SRF-4 Scotland Rd Fault
- Newbury,
+17.6 60.0 96.0 03 Jan '74 II II Investigation MA SRF-5 Scotland Rd Fault
- Newbury,
+17.6 34.0 197.7 08 Jan '74 II II Boring Inclined 45° Investigation MA SRF-6 Scotland Rd Fault
- Newbury,
+17.8 53.0 58.0 08 Jan '74 II Investigation MA SRF-7 Scotland Rd Fault
- Newbury,
+17.5 65.5 255.0 18 Jan '74 II Boring inclined 45° Investigation MA SRF-8 Scotland Rd Fault
- Newbury,
+17.6 49.0 172.0 19 Feb '74 II II II Investigation MA SRF-9 Scotland Rd Fault
- Newbury,
+17.8 57.0 118.3 03 Jan '74 Investigation MA
DDH Bl PAGE l of 2 PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH ~*:A.'
Logged BY_:
J. R. Rand 7/I0/72.
f CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 04--------T~-------------------r----r------------------------------
Roc\\< i~ tres \\.
minor rusty "5lru11in.5 \\cCoJly O'n Joints
.*Ailjo\\f'lts @
LQul~e.
~.
bi~o fresl-.
~*L Rod<..
HIGH ANGI-£ (65°)
.J'o1t>l"t'S A-r I '-\\-o 2.'
+'
t
+
+
.,... +
+
+ +
+
+--t--
+
+ +
+
t- +
+
t- +
+
i- +
\\NTE.R'VALS
-t-Reck Fresh
- + +
OS a.bo\\le t-R\\J~r is f"are..
_ t- +
bu\\ 'f:J::>'Me
- _ +
Jo\\nh ore ~hire:\\
+- +
BWt..'\\lER~ fol.. ll::rfl:() C,RI\\HI'ft 22.S " -to of Rock
'"Dio...bl..se - ~rk*sreY, f\\ne-
~ro.ine..c\\ wltfl da_y~ ~ree.n p\\-enocrysts Rock ~mes a..
\\i~\\t..
~
sm.i~d-do..rk--9re/
to b\\ o..c\\<;.
DDH B I PAGE 2. of 2.
P~OJECT SEABROOK STATION HOLE LOCATION ------------------------
BEARING INCLINATION CONDITION OF CORE DIP GRAPHIC LOG Ro.s+y f?ock *,s fa.:r\\y rh~sh to msh.
loco.\\ ro~t Oh Joints t' +
1-
+ +
+
- + +
ELEVATION --------------
DEPTH. ~~*l.'
Logged By:
J. R. Rand 7/ID/12..
DESCRIPTIVE NOTES D; o..bo..s.e - ~r\\<.*5rey, Rne- ~ro..w*-.ed w1th '5n{:Jl da.rK-sreen phnYJ)Ist vpeckliY9
'¥!.2.' &'!tom of rble
DDH f)-
PAGE \\of \\,
PROJECT sE_A_B_R_O_O_K _________
sT_A_T_Io __
N ______ _
HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH 3'f'*3' Logged By:
J. R. Rand 7112172.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o'*~------~~--------------------r---~--------------------------------
t '3' Top of Roc.k
- 34.31 ScttO'V'I of Ho\\e
DDH B-8 Pf\\.GE ( ot \\
PROJECT~ ___
sE_*A_B_R_o_o_K _________
sT_A_T_IO __
N ______ _
HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH ;2S"*'t' Logged By:
J. R. Rand 7/tt 72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
. 0~'~------~---------------------r----~-------------------------------
~ock 'ts fresh with or-.\\y minor
)1.
r:-us+y sta.inin.:_~p
,.. ~.,...
slig\\Jt minero.(
~ ~ ~v."
d\\5Co\\Ora.hon e>n -
""~'-
Some. jo ihts.
- )(.
-ro CoAR'SI;:
- Diorite, fl*ne-~ra.tr.e.d, Do.rk-f2Jie'j1 'r'fiO..S'S. I ve) "";th I oco...l
\\htervniK of coosse-f1ttA~rerl l~ht <;j'fey por.Phyr-i+ic d~Or-;te.
dis....
DDH
\\3 PAC.7E I ot \\*
PROJECT _____
sE_A_B_R_O_O_K _________
s*_rA_T_IO_N ______ __
HOLE LOCATION ELEVATION
~----------------
BEARING INCLINATION DEPTH '31*C> I Logged By:
J. R. Rand 7(11 /72 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o~'~------~---------------------r----~------------------------------
'Reck is t'~s 'n, Only miror ru~)ty 6to..inir-s loco..lly en joints.
J"cit'l~S@ 30°0J"lcl Goo d\\ps Rock Is fr es\\t t'l.inor R~1 'Sb.il'lS COARSE COARSE.
of Rock -----------------
'Diorite/ in+errAix-ed dcu-k ecey; fine. ~fo..ined Y'OcK a.f'd co~c;:e~,s ro..~()ed 1 porphyrrh c 11.9 ~r erey rock.
?redOm*,ran-Hy ~ Fr'ne-9mi ned rock +ype.
MEDIUM Ol\\RK GAt'< FtNE-6f:<AitJ DIORITE
DDH B-14 PAGE 1 of PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH. :J.8*b' Logged By:
J. R. Rand 7/11/72 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o~* ~-----~--------------------.---.-----------------------
B'To of Rock n i 0 r-\\ te I Do..rk-gre Yt tll'\\e -sfO.ined -type. predoMirut~
biort te I t'Y) i xed do..rk sreyJ F[ne:-5~U~ned *I h I igh t 9rey, Croroe-gro.ihe.d Por?"'yriti c
DDH 5-15 PAGE \\of \\
PROJECT _____
sE_A_B_R_O_O_K __ ~
s_T_A_T_IO_N ______ __
HOLE LOCATION ---------------------------
ELEVATIO..:...N:..__ _______ _
BEARING INCLINATION DEPTH 3\\*0' Logged Br: J. R. Rand 7/lo/72.-
CONDITION OF CORE DIP 0~--------~---------------------.----.--------------------------------
GRAPHIC LOG DESCRIPTIVE NOTES Rock ~-s R-es~
M\\nov-rust-o..s 6\\i()V)t:'\\
?lo..bo...s..o. D;ke(~) or D\\o.'oa.seboolde.r(~)
f~\\l.LE 1ROE 1(;p OF~>;.!=:. : 1"5 1
Bedrock: ptlrfhyr1ti c dio~;te.. -
v>\\\\h loco..\\ zones of MedtuM
<3re.y, f(ne 3ro.tt--.ed d1'crite,
DDH B** \\7 PAGE \\ of PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH lbt>*O*
Logged By:
J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Core beo.kS \\n cl,i~ -to
.3? rieces
. ~l'b~"'olJt
'i?o~ l'5
~h'sht1r. to tocderOJelf.
weo:fherect Loca.l decotfl -
Po'S\\fion 1.some.
rusty sfoJni~
35° on pa..di~'S F
~~
Jf fl
.~.K
~-~
~o' 'lop of Rock
- Meku:e:!iment- -\\e\\dsp:x\\\\:ic..
schi"Ct1 lomlly 9l):l.riz.ih C
\\ish r ~re; fil\\e 8nA;ne.d rook-even(y io\\,ated.
DDH 8-l7 PAGE 2 of PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH /bD*O' Logged By.:
J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
-~~~ ------~~----------------~----~---------------------------
- Roch lc:;, rr.td12ra:hJy LAJeo..-\\he-ed. -\\P-ro~'rOut 4cf.
so~ softenz.d, -
hlea.c.hed, l0iW-dull i,r~n sbin(~ on
'!O\\nt~1ta.n 'E>\\eachin.9- ~---
'" IY) !CO.S
- Poor eo~in_g rod\\
"'S, -;~
y
\\. --
Me~o...seJ;ment-r,*ne-~lO.ifled Feldspoffiic sc.hi*~J1 \\ocoJiy h'.5hf :5ey 4\\)oxh. itic...
- Flne*sn\\red, I ~tJ grey feldspo..{hic ~;.~J-fo._\\r\\y c,\\lenty to\\io.kd rod<
DDH
't)- l c.t PAGE \\ of I
- PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH ~7.0' Logged By:
J. R. Rand 7/lo/72.
CONDITION OF CORE DESCRIPTIVE NOTES 04-------~~-------------------r----~-----------------------------
DIP GRAPHIC LOG
- OC.CAw
$rON4LL'f'
- _ VuGG~
47' To of Rock Meta.sec\\i ""enta.ry Rock felds poJhi c('{ua.rh~.;f-[e ~) sc.hi-s r.
fo\\~a.hon v::o.vy1 vario.b\\e,.*
Lignf. srey J fc'he*9~lYlerl -
fbJk bre,oks bo~ ott.f.oL'Jion _
an& o..c.ross core,
- DOH g~
PAGE ! of PROJECT....___s_EA_B_R_O_O_K ____
s_T_.A_TI_O_N __
HOLE LOCATION -----------------------
ELEVATIO..::...:N _______
BEARING INCLINATION DEPTH /OC>*t/
CONDITION OF CORE DIP GRAPHIC LOG Logged By:
J. R. Rand 7/11/72 DESCRIPTIVE NOTES
'"Dion.te 1 Wl.rre-,gm.lnd ~(Ythc 8{ t'Ache.d to \\
~\\-J h11n \\sh 9rey,
\\ocoJly lo.yered,
- Gm.doliorol Into feldsp#A1'c,
~owtz.\\t-\\c &h;st-, \\1~ht-~rey ft'ne to Med;uWJ tfne. 5,-a.;red
DDH 3- '2\\
PAGE I of 2 PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH 15"C*0 1
CONDITION OF CORE DIP GRAPHIC LOG Logged By:
i/11/"?Z J. R. Rand 7 /rt../n.
DESCRIPTIVE NOTES 0~------~~--------------------~--~--------------------------------
Note~ Smooth or po!i!he.d
~urfo..cec;. Seeh Of\\
OcCCQ\\ona.l jo\\Y'\\f-ph:
~ot cwo.c.ter\\:St(c of u.Jno\\e rock.
32'
, *~*:~: Q<xu+z.ihc.
~ ~-
~ulder zone..~
~n\\)(e.(j dlO!';~e. 1 gm.flite.. and ch'lk -9v-ey \\"r\\o$Si ve 9w.rtztte.
too\\der.s
'Schist-fe\\ds~ic 1
\\o~\\ly 9varkiric.
Li_:)V\\t-srey 1 tt'fle. -.gro._~ned e>Jenly foliol-ed mck
'Schi~t-9uo.. rh.i h c..
Flne-sro..\\ned 1 \\t5rJ ?Jre.y eveJr~\\y fo \\~CA.ted.
PAGE 2 of 2 PROJECT SEABROOK STATION HOLE LOCATION ------------------------
ELEVATIO--N _______
BEARING INCLINATION DEPTH ISO*O' Logged Bx:
J. R. Rand 7/tz /12 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
.~~~--------~------------------------~-----------------------------
R~
i~ ~\\r\\y* SS 0
~'
fre~* ~rotBhour
\\ b:oJ\\y SIJbjec.t to :
11.......!,
~ot>hi ~k\\ni~ on
~o\\n\\s o.rJ po.rfi~s -....! -
1 fj)o """Y- -
1-Jote' :sbrne n'\\loor \\'O\\{cshin.9 On Joints-not c.hira.der-
\\~\\-\\ca..\\ly %>.vir ~tlckens\\cks _
Schi~ t1 fetd:s po_~ic o__S be\\ow Sch~Dt, fel~~~C.IY)):ly be 9oo.r\\-z.;hc (ocu<<y Rne.-3m..tned, 1 *s"t 9rey.
t:.ve.n\\y
- Fohaled fe\\d~fA~;c. 82hist,} 18h t-medium-grey) tl'nt ~mined,
'Evenly fO\\ioJed rod(
15o' Bo\\\\om of Hole
DDH b~ :lj PAGE of L.
PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH fib*0 1
Logged By:
J. R. Rand 7/12/72 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 4o'~------~~------------------~----~------------------------------
Sou(der zone~
mixed *d\\oYi te 1 dio..ba..~e.
0 and 9rey l'Y\\o..5StVt. qu::u+z.;re, o
bou\\d~r-s, Not much woo.fneri~
0 0
()
1',..:-
~oc:k lS -ra.rly 5". T
~:.:...
fr~h. Mihe>t
'S~;nln.~ o.,r-,d
- *t'~ *~ FLl>!lf'~THIC MIV'ol'" loco...l V.:... :......:- FCWS!"I\\IH!C felds~ di:;eo!or-: ~~
O.ttOV'\\
'Sch,~t 1 fetdsp::x:~~c o.rJ
~l)o.(tz.ih'c. Lt*8nt ~sye.y
{\\'cle_*gm~fled, evenly fo\\ioJ-ed Schl~t, ~ds~
I<'- a_nc\\
qoo.rf-z_if-;~. b:ght -srey, t\\'ne:sm;ned, e.ven\\y -bll~hJ
DDH l::)-T"3 PAGE 'Lot PROJECT _____
sE_A_B_R_o_o_K __ ~
sT_A_T_IO __
N ______ _
HOLE LOCATION -------------------------
ELEVATION
- ~-------------
BEARING INCLINATION DEPTH li~ *b 1
Logged B.Y:
J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG 100~*~------~---------------------r----~-------------------------------
DESCRIPTIVE NOTES
'Schi'Ot-fe-ldaprlhi c 1 Oooxfz.i he, 11:ght-"'.9re>')
- f\\*V)e~s10.ine&, evenly fo\\O.ttd
~Nl f10V£H£NT 01\\J DIASAfiE CONTACTS) t.z. UITR\\7:511/e CO!>.\\TACT,tJO DISPI.ACE~t-Yl biJI!)I:NCE Dio.ha.:;e -ffne 9ro..ired1 Sub.:. b\\o.ck1 pherocryst
-speck\\\\ "'.3
DDH o- ~i PAGE of '2..
PROJECT
____ s_E_A_B_R_O_O_K ________ s_T_A_T_IO_N HOLE LOCATION ________________ _
ELEVATIO_N _______________ _
BEARING INCLINATION DEPTH 1';(.1*0' 7/11/11.
Logged By:
J. R. Rand 7 12 7 '2.
CONDITION OF CORE DIP GRAPHIC LOG 0~---~,---------------------.---~---------------~----------
DESCRIPTIVE NOTES 21 / Top of Rock
'Diorite 1 1hter~i xed flne-5 fb-~hed. da.rk-fjrey massive.
o..~d coo rse~sm.~'l1ed h3ht 8rey
- tJ (o~d-e, rorphynh'c 1 ff\\ediom*
coo..rse~~?;ro.tned, rned,'u'IYI do.rk-sre.y.
Su~~cr to nos-row ve\\"'in9@ G
+a \\ r \\f'\\\\-e.n~o.\\s. Ve;ns d.ip 55°- G:.0°.
I~J\\ ve.\\ns d,'~eo\\tJre.d t?l.n bj I,_) eo:!" e.ri n.9. Ro~k \\ "3 fa.\\rly CD~ p::>..ct1 lA)~-\\hen~ not L.:Jit+'\\b~\\~
Dl ~a a.'3 above
DDH 24-PAGE 2. of PROJECT SEABROOK STATION HOLE LOCATION -----
ELEVATION
~-----------------
BEARING INCLINATION DEPTH 17..1*0 I
~
Logged By:
J. R. Rand 7/u/72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
.70~'~------~~--------------------~--~---------------------------------
I\\'lterrni ~ed flne-sm.~.. ed llirk-~re.y l);ard*e ~
(~ht
- grey c.oo.rse.-srn\\ned 1}\\c'f\\1e.
Fine~ grc.;ned mcl< 'tYPi!
predorniY\\o..1es, Rock: discolored
- a. \\i\\1-\\e by weoJ"he:ri~.
Tn1errrn'x~d tine ~and coo.nse-
~Yi\\ned 'D iotite. Hi~h o..reles y~ill~F)~ ot 6fu( I \\ntervo.h *. rock
\\& dl'5c.o\\ored \\::.y ~thenc-e* *.
l=i('J£
{stiGHT TO MOD-RA.n' I.VfA"THI<IUN6 -CONPAC:r).
1 21/ Boltom of' \\1o\\e
DDH B-2b PAGE { of \\
PROJECT SEABROOK STATION
~-----------------
HOLE LOCATION ---------------------------
BEARING INCLINATION CONDITION OF CORE DIP ELEVATION -------------------
-1"2',o' DEPTH A..:>
Logged By:
J. R. Rand 7/11/72 GRAPHIC LOG DESCRIPTIVE NOTES
- o'~--------~---------------------.----,---------------------------------
p\\eces
PAGEl of\\'
PROJECT~ ___
sE_A_B_R_O_O_K ________ s_T_A_T_IO_N ______ __
HOLE LOCATION ELEVATION BEARING -------
INCLINATION
- ...__...;,._ ____ _ DEPTH ).3*1 1
Logged By~ J. R. Rand 7/rz./12 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0.~'----~~~--------------------~~~~~-----------------------------
'"Diorite- \\ntermixed c\\Q'(k-
- rey, flne-,gvo..i l"led o..nd c.oos-s e.
9n>..ined, l13ht _grey. Wod\\ is predcmina.nHy ~ro.\\ned
-\\ype.
DDH. B-30 PAGE \\ of \\
- PROJECT~ ___ s_E_A_B_RO_O __
K ________
s_T_A_TI_O_N ______ _
HOLE LOCATION ELEVATIO..:..N:...__ ______
BEARING INCLINATION DEPTH ;1. 7*0 I Logged By:
J. R. Rand 7/lo/72..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0'~--~--~T--------------------.--~T-------------------------------
8.-eo...ks
@.. \\ 'to2.'
piece5 F'Ot.\\AliOtJ.~
'I(
)(. "'
)! )(
~ " y..
"" )( lr.
o K
'I' )<..
-xx >.
~
K 'l'
'1' IC
/( ~ )I.,.
7 1 To.at Rock rpi orite} me.dtorfl CJfey, medi om coorse-car-a.lrd1 loco_lty wit\\\\
fOlio:!&\\ <?J&y c,3tru1\\te z.ones..
- X ll )(
?:l:f' *rsr Roc.k IS fresh. Biotite X)(.)(
?oV""?hyritic"'D\\orik,%icJik~ttlra -
.P Mo..y be -s\\\\.ghily ~~-
~....!.);.:.....J _______________
27' BoHcm of Hole I
DDH 6-31 PAGE \\of \\
PROJECT SEABROOK STATION
~------------~---
HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH "S*O*
Logged ~y: J. R. Rand 7/10/72..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o'~--------~---------------------r----.---------------------------------
pieces
'Rock is s\\i~hr\\y weo.thered 1 s u ~ ecl" 1b brown iron
'31 To 5hinit"l_9 or-ojoi-.!"{"S
)()(.'f.
@G 11 to 11 1nkrvoJs X l< X X coARSE
_XX'X lo.
jll II y. II It "
~ )j
)(. ~ X )(;. COI\\P.St:
of Red<
'D\\orite- 'n*1terl1'\\ixed
- cbrk--9rey f\\ne-5fO.i~ a.nd I \\ght -srey ceo..rse-g rcl;11e.d
+ypes.
Coa.rSer~.,:jro_.med r-ock tds \\-a wea..\\t)et rccre. +t-o.n.
ft'ne -smined
.\\i-to.8' R051YVRT!CAL.:!OINT
~ :"".,..
FIN£-6P-,~~,I>>E:t>
'f6rphyrih'c 1) iot1te
+___;_p_ie_c._e._s ---¥+----------,,......--------t-k....;,}!..,;.._.._l"_l t)IORIT G.
'RocJ'\\ \\.s fresh 'out (I,Joty ok\\n*;ns pn Jo\\YiiS to b:y\\1o'('(l.
Bio,;t~ \\5 -s\\Jght\\y U;en.~ered to show f\\.)5+y' browh sh-ea.k -
No '5\\\\ckens\\'des 2:3 i" *s;;u~~fRoc..k-*-*
DDH 6-:)5 PAGE l of I PROJECT _____
sE_A_B_R_O_O_K _________ s_T_A_TI_O_N ______ __
HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH ~~* (o 1
Logged By:
J. R. Rand 7/lo/72.
CONDITION OF CORE DIP GRAPHIC LOG
____ '1---**---t--.::2'--',?:
1 Top of Roc.::.:.k:__ ________ _
HlPS f?oc~ \\~ 'resh
\\derrotly. :X:.ro.n o.."'d mo.nsOJie.'S e.
sb.lni~ on dcsely
- ~c.e.d jol t)-\\S K
1(
~...
'(
)o. "' "'
'j!.
)!.
I'
)(.
'1<.
)C l(
- y.
Diorlh:..:... fine-.sm~l'led; V'l\\ed;u IY'.-da.rk_g""ey Occa.s;otto.l ::5l\\"'I-\\\\
~.Uh~t~
~~ncc..rysts Genero!ly \\1 ne:gm'l'l')ed 1
~tt>I'YI ~I!:Jhf grey JSiorite wtth \\oco..l zones of
. pocphyrHic "DiDr;te
DDH 8-37 PAGE 1 of 1 PROJECT~ __ S_E_A_B_R_o_o_K __ ~
____ s_T_A_T_IO_N ______ __
HOLE LOCATION ELEVATION BEARING INCLINATION I
DEPTH 'f't*O Logged :ay:
J R R d,; J
- an 71 101 12...
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~'~------~~----------------------.-----.----------------------------------
~ "',.
k ).
~ed\\urn t\\ne,gro..;flP....d ~;(Jr{l
'f!:l~Y 1'(\\a.ssive b\\orite
-High o..r-s\\e joints @ o.bout I/ il"tervo..\\s
1-------f"*----------------- ~----~--~-- -----------------*--*----------
LI4/ Bot\\om of Hole
DDH B-38 PAGE\\ of 2 PROJECT SEABROOK STATION
~~-----------------
HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH l\\i;1...i I Logged By:
J. R. Rand 7/lo/72.
CONDITION OF CORE o'~----
DIP GRAPHIC LOG DESCRIPTIVE NOTES Minor locaJ rueJ on jo\\nh R:d< is tte5h Minor v-o~-\\
\\oco..\\\\Y. OY\\
Join{S X ~ 'II -,. FINE
/1(
)(
"' "... ~
xx
'It I< 'I( >'
FIN£ XXX
)().
'I<. XX X X
)( )(
'X X (c;o...rse. g\\O..tned r:oc.k O:Pf>eo.rs
- o. \\ \\-\\\\\\e \\cJe.Y th:>-.n the tH'1e.-
gfo..ine..d mck
)( X X
""t-~.)L ----- --~~~~~E -~_?~ __ bi9RITE ON :IN"tROS\\VE COWTACT T i- + t CI-IILLEO r+
1-+t t-.t-t- +t-
'Dia..bo.se. 1 Do..rk ~'f'ey'1 f,*ne-
<3m\\ ned. I.Uith do.rk sreen
?l\\e.r'loc.rysr spec.klin.5 o.nd occ.aslono.{ p:l-kheS. of ep1'doie
~---'**-
D\\or~te-tf\\t)(ed coo.~ on:!
~\\he snined rocl<
"'9---+----------- *****--*-*-----,--*
Diorite1 Mix~d c..oruseo..nd fine el(a.\\hed 'fOC-k S
DDH p-38 PAGE 2 of 2 PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH 15'!-*S' Logged B~: J. R. Rand 7/to/u.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 76~
1
~------~~---------------------.----,-----------------------------------
72.5 1
~ock i-s -\\'resh.
-IJYCll:w ::::i¥-=.l,rs'vetN
'X "' )<. '>!.
f{wc-r BAN01>>G 0 t1\\y very 51J0 Minor: s\\~'ot,.
Sh\\n1~ Oh._JOI()ts u io:ife1 fine*_gruined--:
medtum l(~'nt grey, w1th loc.o..l "ZOnes of Coo..~r-..gro.t\\1-d AFTER ME'TA*:£DlMENT.S Brea.ks
- @.51tot.5' inb-vais
'Rock Is fresh
\\jtYIO'( \\cco.lly ros~ ot\\ Some Jcl~ts*
R~cK \\s tre~
-furou$n o0t Only oc.c~,ohoJ m~nor sh~n I rg OY"\\ joints Rock 1\\ot do&cly Jotnted.
No slickensides ROSTEb1 PITTED,
-t-=-::-------""M.:!'\\
25~*:.:..'2 1
WEAn!E~E.D 5reo..l"\\S
.4 '~o2 1
p\\eces CH~~fi IN::>r Rex:.~ is tresh M\\Yior N~ty x,..
ShiV\\ I~ on -:some
.. ~
jOlf\\t SurfOreS. _ ~ ~ ~ COARSE:
- )< X )<
toARSG:
)I'J()!,
X )I.,X XX ¥.
<:OARS
'1< )(
lo;
~
feldsp:J-+h i c toe.\\<.
Diorire;.tna.ssive chrk fj'fey medluy{\\-fl*ne 9m;rd \\.A)trh local zone of c.oo..rse...--
3rniYle~.\\ \\2,ht gr~y
. pcrphyl1hc bior1+e OccnslonoJ feldspa.thic Vein\\nq bio~fe 1 doxk3rey).fi(l.e-9'f0-1 11ed I With O<:.CQS\\Ono..\\
cOO.rse gro-.h1ed I ~ilt
._9rey zones PredomiV"'lo.n tly flne-snA;ned
- D\\orite
PAGE \\ of PROJECT SEABROOK ST/\\TION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH 72/
Logged By:
J. R. Rand 7/11/11..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o~~---~~----------------.---,~-~~~------------
F----*~*...J-----------;..t----
_1,5/ 1'qp_of Rock *----------------
'R~k \\s o\\\\3~tly we,.f<<~xec\\1 pittec\\
liY~ ~k rust s.(aif\\ir.s on joi t\\+s f::Do.{o 7d) J 0 i 0+s@
2..' \\n\\er\\10..\\s
&\\( \\"5 -\\~n
{Y\\tY\\Or -ownin~
on Joir,fs
'1-~Y..
X~
- XXY,
)\\)<.
'X)(.'f v'or;te- \\isnt ~'fey ~rse.
.2l fo..;necl u\\o\\;k- \\'ned;l)f\\'\\ do.xk gYet
)C t'ine. graiood 1 mo_.ss ~ ve.- *
)( "'
v v v
~Y"\\o.: 1~ ~~~z..1 te\\.bf<'-~""
.:_ v v.. /
v wil~ bvH 41>:lrt<:. tn c-.s>n\\e.'f X
lC 114 I(
It
- \\){o,;fe da.r\\<. <;3-rey fine em\\ned f C\\.S a-bove, uor~\\e, Do:rk sre,y) t\\~* ~r~\\ned 1 U-)\\~ cx:casioro,-\\
c.ooJlSe-CtxJXSe.. ~ g to.J red. zone5 u\\or~te-cb.('k 8rey, B"'e-e f'Qll{)ed. 1 1.0 ~ ~ oceo.5\\o ro.\\
zone~ of \\f)~e.rr-o\\xed llsnt _
9'o/1 Coo..t$e 5~ned diord-e
DDH B-10 PAGE \\ of \\
PROJECT SEABROOK STATION
*------~--
HOLE LOCATION ELEVATION BEARING CONDITION OF CORE INCLINATION DEPTH 1
DIP GRAPHIC LOG Logged B.y:
J. R. Rand 7/11-t/.../12..
DESCRIPTIVE NOTES w\\or~re - il\\tetffliX'ed f\\ne:-3~~neJ;.
dcuk 3yey and (D:l.fSe -.g~a.~ned h~rJ fj'f0.J. fl(\\~-9ro.~"'ed reck
~lfed.oM ~nates vlor;+e-Mlxec d0f'K:9rey Rne;.gruined o..nJ. (ieht-grey CD:J-\\Se.. grolrec\\.
DDH STATION PROJECT*£_~S=E~A=BR~O~O_K __ ~------------~--
PAGE j of 1 HOLE LOCATIONt\\1 -------------
fD7*S' INCLINATION
. DEPTH:__::__:_::__ ____
BEARING~_______
I ELEVATIO::,:N~--------
Logged By:
J. R. Rand /{1H2. 72...
DIP GRAPHIC LOG DESCRIPTIVE NOTES j--~C~O~N~D~I~T~IO~N~O~F~C~O~R~E~--~~~~~~~~--------~~~~~----------
0' K~k b tn.lr\\y ffeshl so\\0ect to rusty ohio ;YIJ 1
~
~.Uea.kehiYl9 Dl"\\ Jo~nts
- DIORI-n:: 'BouLDERS
__ (0_.3 " Tg,r.-~f f\\_gck 1Jion'te 1 mixed ft~e.:graired daxk-srey o.nd c:._o:A~-.9tRu"e.d l'ieht-carey. ~
era.lned t>redorniV'IJe~
D\\on,fe, mixed -Rne-gtuind do.r k
-~~re y' OJ"'d co::>. rS&-sm lv-e::i.
li9ht~~~{e.y types a.s.S~t0YI Uon'k, 'f'Y\\\\~ t\\~ 3ro~red dcirk-2;rey Mo..SSive.. o..nd C(x)rS'e. ~'h~ llsht.grey
Pl\\GE l of PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH lk>t*'t' Logged By:
J. R. Rand
]Jro/12.._
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0'~------~-------------------r----.------------------------------
FiAe.. 9'ro.lned1 m0-.5S\\ve.i
~ed~vr<r-grey1 locol!y ~ck\\eJ.
dton te, witt\\ prorn;nent felc~r- :
qoortz. \\leini~ at h~9
\\\\ o..r1~'es.~
1)\\o.bo.s\\c(?)
~~
beeo""'e~ d{a\\:n.s\\e-1
\\)os\\::. -!jte.-y, tine. -s ro..ihed c,Ji"lh do_rk ;Jreen f*'enoc.rybl-s
DDH B-L'iZ PAGE of -::::;
PROJECT SEABROOK STJ\\TION HOLE LOCATION ELEVATION
~, --------
BEARING INCLINATION CONDITION OF CORE DIP GR!\\PHIC LOG Chips
~D<:t ~rs toi(\\y fresh.
Minor S-b:lns on
.jcin1s DEPTH 1\\?t.'t Logged By:
J. R. Rand 7/*o-11 b2-DESCRIPTIVE NOTES Me+Qsed;me.hbry vcck1 Q\\)O.rtz:lh'c sdli~r1 Mihor fe!d~ p::tffiizo.hon
DDq
().:l2 L
I PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION Logged By:
J, R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
.... ~~~~~----~------------
161.1-" 6oitoiY'I of Hole
DDH J:)-4-C)
PAGE I of,\\
PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING*
INCLINATION
/
Loggel:l By:
J. R. Rand 7/11/71.
CONDITION OF CORE.
DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~-------,,---------------------,----.--------------------------------
DDH Dl-l PAGE of 2..
PROJECT SEABROOK STATION
~-------------------
HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH
\\2.."'1-1 Logged By:
J. R. Rand 1"2./ 1 ~/-rz..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES CoRe: 6~!>
o..\\ G"h=> 2,
Roc!( \\S FR5\\-1 in\\er.Jo.ls on lwan.sle Joints
@ 20°*30° dipS TOP OF RoCK 18" D\\ori +e1tl'r>e -3ro.ired bo..rk
$r.ey, tno.ss; ve - c.\\osely
.JO\\f'\\e..d or 3 11 +o 11 \\V\\ten~o..\\s joll'\\ts h"'-1J8. si!Ck,ene,ide -lt'k: *
~o..n\\'\\3 L0~~ ch\\or~te C.eve..\\ CS?Yv'le.n+== s\\ i ppery D\\ov-~te 1 tll'\\e-~rrunecL Do..r\\< ?:i.e.'l a.& a.bove
\\"f\\0.551 ve D\\o~\\e, fif"e-~l't1.1ned, t::xu\\<. ~
'f~)l, MO..SS \\ ve -
lcx::o...\\ly s~k\\e.d w~th
~h~Hs'n 1 rou\\\\d.e.d
'f'Mr>O crystS
DDH P />.GE 2 of 2_
PROJECT SEABROOK STATION
~------------------
HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH \\2.4 I Logged By:
J. R. Rand p.. Ju/n..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 7*0+--------~_......------------------,---~-----------------------
Chlorire developme.nt Dio..bo.se d!ke O.vo..ftz. dior~te 1 'IY\\QSS\\ve. fexture1 med,'um Coor:se. groined 1 not fotloJ-ed, med\\Dm grey.
DDH PAGE of PROJECT SEABROOK STATION
~-------------------
HOLE LOCATION ELEVATION BEARING INCLINATION ---------
DEPTH (Q5. 5 I Logged By:
J. R. Rand 1~/llJ1:z_
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~--------~--------------------~----.-------------------------------
Ooo.rtz d;orite. 1 fine 9Y<A.n!ecl da.rk grey. Looo.lly w;fh
\\rreg\\)\\a.r fahoJion.
DDH Dl PAGE \\ of 3 PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH l6q I Logged By:
J, R. Rand II/ :z.'t h2...
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~------~~-------------------.----.--------------~~~~~----
D\\'on'te.. I f\\re.: sYCl'\\ned darK 9~e.y l oto.\\ly ~dh ff\\e1\\um eo one. _grQined ~uo.r1t-- c.\\ ~orire
DDH Dl Pl,CE PROJECT SEABROOK STl\\ TION HOLE LOCATION ELEVATION BEARING ------
CONDITION OF CORE INCLINATION DEPTH
/
DIP GRAPHIC LOG Logged By:
J. R. Rand ll/t..t/7A..
DESCRIPTIVE NOTES Mffiivm C.OOJf:e 9tPtfz diorire..
Vior;rt-1 fCne gru~V'Id 1 chvk~grey.
LocoJ CO'J.t-ser <3tu.i~1ed zones D\\or~te.. 1 predorn*ll'\\0.1\\1\\y ttV\\t-gmined 1 do.rk 910/. ~me. r'lir£)(' -
loca.l CDarrer-3fO.:nec! fOi c.hes.
'Roc.k is -Res~ *'*~1out
DDH PAGE.3 of PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING -------
CONDITION OF CORE INCLINATION DEPTH 16'1 I DIP GRAPHIC LOG y
)I,..
I(
Logged By:
J. R. Rand lf/7-'f /7z...
DESCRIPTIVE NOTES Qoorlz. dt*~teJ mediurv1 grey1 med ivm eoo.rse.. 9ro..~ ned..
Rn:: grn.~~e.d~ chrk 8yey, mo.s::.~v:
olonte l<
- ~ lfl>7*3'
- t.t--l"'!"RUf>\\VE COmAC."T x ')(. )<
&~..>::>..<tz. d~ov-~te, W\\e.dt'um c..oo.rse
DDH Dl-5.
PAGE I of I PROJECT SE/\\BHOOK
'!.!. STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH 65.3 1 Logged By:
J. R. Rand ltJn/7'1..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o~'--------~----------~-------.----r------------------------------
blabS? dlKe,aS ok\\Je..,
YY\\Oss;ve. 1 ~Su,b-b!ot.k 1 h'ne gmined rock.
DDH D\\-6 PAGE I of\\
PROJECT SEABROOK STATION
~----------------
HOLE LOCATION ELEVATION DEPTH
___;;;;;:=.:..;:;;;._ ____
BEARING I
INCLINATION -------
Logged By:
J. R. Rand 12-/n}u..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 0~*--------~-------------------.----.----------------------------
--+------l l--,--------------------1-------l 13.0' Top Of ~c~
Core
<greo..\\<s Ot\\ fu 0 2
~o\\n\\"'S
@GI'tt, 2 I
\\ntervo..ls QLO..rl d\\ori1e 1 rrediuTYi ()VO.;ned1 meditm-ch.rk 9reen;s~ !!l~f1 speckled texture/ m<lSsive.
DDH PAGE \\of L..
PROJECT SEABROOK STATION HOLE LOCATION ELEVATION ------------
BEARING INCLINATION DEPTH 1\\8.7 I Logged By:
J. R. Rand 11..}11.1'7~
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES dW-------~-------------------r----~----------------------------
CY.l)Olrk cl(or*~t~, Hr1e.-gro.;ned., -
fO{\\o_-\\ed~.:Jo~~-F~fr9uen~\\y fOUow'S btatlte conc..e.n-ho-hons oJor:5 f'o\\\\a.tion pb.~es. A\\SJ Oo5S~c..v~ fo\\\\a...t\\Or') o.t 73d>-4.cl
- d\\ps.
G.Lxu+z. di:or~re, ru o.bve..-
Ft'ne-gca.ined fdia+/-ed CA.+ 60°-?t/-
d~p.s
DDH 7
PAGE PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH ll8, 7" Logged By:
J. R. Rand 14/1"1..111-CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 76'~------~----------------~----~---------------------------
Qoa_,rk dt'on'fe 1 f\\'r"e-qminec\\;
mecliuM-g'fey1 foha.1ed. ""To\\,.oJron
@'1S 0+o 70° dips, Kock p1-rts or:.
biofite follaJions o.rd o.cro&S (D!,Qtlon oJ-- voxioos aHitudes Q LXl.rfz: d\\orlte, 1 U 'ne -5 \\'!Ai r)ed /
\\ocaUy fOiia.ied1 mediul'Yl-grey Ft'ne-gmined,o'fl(y wt.nkly fO(,aJd -
+o ~a.ssive.-\\-e,dure
DDH D!- 2>
Pl£E l of j PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING ------
INCLINATION ----------
DEPTH 29.s-Loggcd B~: J. R. Rand IJ../1117,_
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 6'*~------~~------------------.----.------------------------------
UlJ:-:
PROJECT SEABROOK
- STATION, HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH Logged By:
J. R. Rand l'-/13 /12.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o~'~------~--------------------.----.-------------------------------
DDH Dl- (0 P/~GE I of 2 PROJECT SEABROOK STATION
~
HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH Logged ~y: J. R. Rand 12../rz./71.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o'*4-------~~------------------~----~-----------------------------
Fil\\'tr gvo.i~J O*
'Rock l:s ~esh,
- " "~~ "
65 JOint not rosfy, on joinis. _
~<<
"'C
. Gva.rh:. dlorJe. Flne..-gro.tne.d Mosf brmks Oil IOUJ-* _ ",.. ""
I"Yled\\um 5rey, fo!lo.!-ed. fo\\\\o:tbn CJ.r~}e 2.0°-30°JotnfS.
IC 1'
j-.s.* -steep I b0°-'t0t) o.nJ l.UQVY ll )(
DDH Dl-10 PAGE 2 of 2,.
PROJECT ____ s_E __ A_B_RO_O_K_--=----8-TA '_riO_N ___
HOLE LOCATION ELEVATION BEARING ------
INCLINATION -------
DEPTH 112/
Logged By:
J. R. Rand 1'1-}lt./72..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Q<.Xtrtz: dLC)fde 1 ftne-
. <j'fo.ttled 1 medium-gre~
fOlicJed l3 ecoMes COoJ:Se-9vo..~tu:d vo*
DDH D\\-1\\
P/\\GE \\ of \\,
PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING ------
INCLINATION --------
DEPTH Logged ~y: J. R. Rand
/?.}1'1...}72..
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES d'~-------r~------------------.----.------------------------------
\\~ock \\-s fresh.
.:fo\\f\\ts @ yf'- tto D d,'ps @ l 1+o 2 1
lnfervo.ls QlXl.~Z.. dLor;fe, pre:brni\\'1CU1~Y.
R ne. -gn;hed,* no1 rotob\\'1 foh'o.ted, Loc.o..\\ zones ot ccarser-3m\\.V1e.d1 da.rk 9 ree.r'\\\\~\\-\\ d lor\\te.
DDH Dl- \\ '2.
PAGE I of PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH zq t S" ~"
Logged: By:
J. R. Rand 11-}ul.,:~.....
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 6*~'~------~---------------------r----~-------------------------------
DDH 1)2-!
PAGE I of \\
PROJECT SEABROOK SThTION HOLE LOCATION ELEVATION INCLINATION --------
DEPTH
.o' BEARING Logged By:
J. R. Rand I'J,/t"Lj7z._
t CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 04-------~~-----------------~~--~------------------------------
\\?ock \\s fresh1 fi\\lnor rusty s~~nins
- on S0\\1iejoln1s
.2.' 'S0kie weofuerir1_9, soft
+----...:f=l MINOR i'\\05T ON ONe JZ)I NT
~c::::> \\Sw\\d-ev-s - ql)O...f"t-z. diente 1 1/l~oc.=k..:.___ _______ _
Q(.)a.rt'Z. dion.te, predomim!'tJY fl'fle-5ro-lned medlvm ?JYE.'/1 \\).)ttf-i occ.o..s ranoJ <:Q\\1 s of C()o,.("$.r-gruind 1 ! (gh1-rned\\um-9 rey YYU+ci;: *
't?cx:k Oec:Dme5 0- \\ \\ <<<e Coo..rser-g rq._\\ned 31' &,-Ibm of Ho\\e
PROJECT SEABROOK STATION DDH 0 ~-----.....;3:;;......_ ___
P_AGE of \\
~------------------
HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH
.o"
--~------------
Logged By:
J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o'~--------~----------------------.---~-----------------------------------
25.2' Top of...:..R::=..oc.=.:k..;;__ ___________ _
Qvo.tfa dion'te fO..\\r!y coo..rse- -
gm.\\Y~e.d 1 mechurn-srey M\\co..ceoJS
DDH D-2. PAGE I of 3 PROJECT SEABROOK STATION HOLE LOCATION ELEVATION
~
BEARING INCLINATION DEPTH 171*0 1
Logged B~: J, R. Rand u/2~/n..
CONDITION OF CORE DIP GRAPHIC LOG 0~'~--~--~-------------------r----.-~---------------------------
DESCRIPTIVE NOTES I' ')(.
Core breci<s an?..
x "'
tJo rr~c:ler\\S~idl y ~
30c -
'~"
.,. )(
die o-.intude~
I lC
)C
}(....
}(
D~orife 1 D.S' above, h11)(ed Co~se-8to.!~ l~t 31~1 9uo:rh~
d\\o.nk ma\\nx, end?s~n.9. fire-.
9lU\\l1ed, dark grey J!onte lndlJSIOf\\5.-
~Dd<. becorr1es ~redom;mntly CooJse-grained 1 with rela..tiyely srno.H -iones cf fine-grtAtrell diorite.
DDH D2~"t PAGE 'L_ot PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH Logged By:
J, R. Rand 11{1."1'/11...
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
'Driller b-ruk No -s\\ic:kensi~es on joinis 6o 0/'
.SO\\ io.ti on Reck is fresh; as obove..
X y..}
. X ')(
X X ).
)(
)1.
'X ). )l X.
~
lf,..
)o. Rne.
1(
)<
Gwrfz dtorde.1 a.s ohove1
~
ped?m;no.n Hy c_:oo-r.se -9 :u(ned med1um grey, 10dh occo.s1 oha.l poJehes or nne.-_gYO.ihed; Ckr-k sr-ey dio_nte.
QuClrt-c:. diorife1 a.s a1ove1
~~ohiino.ntly Ctx:l.rS:* 3mined.
60°Veinleb,UJe(ded m1ctofo..u\\t 1 t-isht
- X y..
X X 'A X
<,OOt;;e 1'5::5.0 /. lN'TRUSl\\1£. CONIAC.
lRREGVLAf\\ AT 65° [)IP
?orrhyr~h~ quoxtz dlortfe1 Coorse em;VIed t1Y1<lSS;\\E 1exture medium 3rey (J.Jith
~\\t"ghr 1
greeni~h lings.
DDH DZ PAGE :5 of :;5 PROJECT SEABROOK STATION HOLE LOCATION ELEVATION
~
~---------------
BEARING INCLINATION DEPTH 171' CONDITION OF CORE DIP GRAPHIC LOG Core-Broken Q.5 shok)n 1\\ock is tresh; not ~-thered Logged.By:
J. R. Rand t1/2't/H--
DESCRIPTIVE NOTES
?orphyr-ihc. guorlz.-~t'orlfe1.
M a.ss i ve 1 c.oo.rse ~ 9 rcwned) m ed 1 urn -.
3re.y.
UUH DZ-5 J:-' Aut. \\ ot 1 PROJECT ____ s_.E_A_B_RO __
O_K __ ~----S-T_A_T_IO_N HOLE LOCATION ELEVATION BEARING INCLINATION DEPTH 65.0' Log*ged By:
J. R. Rand ll./n}1t.
CONDITION OF CORE DIP GRAPHIC LOG DESCJ;\\IPTIVE NOTES o~'--------~---------------------.----.-------------~-----------------
8ovlder z.ane \\1'1 overbvrden1 flne-<;J~Uined dtorife
~~----4~-------------------_,-----r----~Top of.Ro~ --------------------
-lo'1nts o..re low*a.J\\~\\e.
@20°-30°
'Rod< \\ ~ -\\res~
immed\\afely Wow Wroc.k.
Joints o...re.
predoNiM.ntly 1610 0.11~le
@Zbt>- ~o 0
SudO.ce*.
Red<. is
\\resh thmush out.
~~~~\\it ~rin9
@57.0 1
... too"'\\
(-Stlghtrvst ol\\ Ofli!h fohcdton pb.ne Omrh.. dior;te_ 1 i'f\\terrn'1xed
- CoQ.J'$er o.nd ntle -,qro.\\(){?.d rock
+ypes, Locally tol,'ded o.t ht:Sh M;je dt'ps ~ shol.l)fl*
fi~e:-3ro.\\ne.d 9uo.;tz. dior;te1 md\\Um gfe y, VVla_ss,ve 1 pepper--so.Jt +ey(tvre..
<:05' 8o*om of 1-\\ole
DDH 1)2-7 PAGE I of 2 PROJECT ____ s_E_A_B_R_O_O_K ________ s_T_A_T_IO_N ______ __
HOLE LOCATION_____________
ELEVATIO_N _________ _
BEARING_______
INCLINATIO:..:N_______ DEPTH.\\'2.5 1
CONDITION OF CORE
~M~OP. V\\>&5 0~ ::rOli*.I"{S 70°.::l'oiNT MINOR Ru:."T DIP Logged'By:
J. R. Rand u.1ul1z..
GRAPHIC LOG DESCRIPTIVE NOTES 0
~'\\I(). J IA..)2.
) i'f\\ L>SIIJe..
bio..~a.oe.. dib, Vexy fille -gm;he.d
- Sub H().C~ ~'feen o\\~vire ¥lc\\e..1
DDH Ui.. -1 PROJECT SEABROOK STATION HOLE LOCATION ELEVATION BEARING -------
INCLINATIO.N _______
DEPTH_\\_2..;;,.5_...;;;0_' ___ _
Logged By:
J. R. Rand CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES lb~'~-------..----------------------.-----r--------------------------------
Reck \\:s ~esh. ~-";"".......
Not ro\\:)\\y of\\
Jr. ')I Jc\\n\\s. Some.
\\ ~,.
pyr\\ te ccx:d1ngs
..c ~ ""
Dnjoihfs. _'I(~~-
-'<_'II._.,.
"Rock\\~ ~esh
-\\\\wo~'n-o\\)r
\\?o~ \\s fres'o ibmaj"' -~ut
-X
~ v;
}(
-'1(.2'")1.
~
')1.
II;.,.
.... )C
)1.
'II
)( l(
X
)( l< y..
'XX
,)<~,'1-X X
)<.>< y.
}( )<
)(. )< 'f.
_\\:I'~
W>c:xx+z d1'orite, predomioa.()11y mic.o.c~(ch\\c,r;+ic) f'ire-bARK t'HCAt£00~.
. g'o..!fled,c\\o.rk*3reenish RoCK
- .. ere.y t-.161 Mcif\\SS:M"'ENTI\\RY Quox{<!. d\\orae, med~um c.oo.~-3~~d, mediu('() ::Jfey.
\\oca.l\\y if'\\terrn;X'ed wah fine-3'CO..W:id dtor\\\\'e.. \\'\\ear fop of
~e.chQ\\\\.
")I O~z.. d~or;te1 interm\\)(ed coh..rse esC. ~f\\e. 8vo.:,'f\\e.6 rock.
v "'
)I
':!(
)('I(
)(,. )(
'I( ICY )(It
)C I< 'J(
.\\ypes 125; ~tlor1"1 of \\io\\e
DDH I-l PAGE \\ of 2 PROJECT.:__ __
sE_A_B_R_O_O_K _____
s_T_A_T_IO_N ___ _
(
HOLE LOCA TION:..:..._~:...!!.::::.l...-'::::.!.....::::::.!...!.!..!....-.......:!:-----
ELEVATION 28, ~
BEARING_: _____ _
CONDITION OF CORE INCLINATION DEPTH
{5o.\\"
Logged By:
J. R. Rand DIP GRAPHIC LOG DESCRIPTIVE NOTES No OVERSURDEtJ 0.0' Top of Roc.k QOCLrtz.. dio~te 1 0-.S 0-bove 1 Mo.ilsive, IYledium tine sra.\\neA 1
'ff\\W~urn Cjfey.*
k
~ ~
- ro;ob a:re l'Qr'fi'O_\\y-c\\eon. Not f<IJ~ty x Y.
)(
)C y
000.rrz:. diorite. o..s. ab:,ve. Ma.ss'll/e,-
med,'um -Goe.. cimined rr<~edium srey 1
low OY'\\9\\e..("30°-to~5°) joi'f)ts@
- 5/ -\\-c 2 1 inrexvo.is 1<oc.k be.c.o-mes ~-3(Cl:nd Q~JGX"rc. dtor~\\-~@72..6' detfu.-
500 dip on ;<i\\nnsi~,LA)e.\\aed CO-<\\to.ct *
~)('I</ cOARsE. GRA!~~ Lo\\0 o..~*e. jo~nts d~\\)
30°1-c4oc@.5 1 to 7$
1
- nte.rvrl \\ S
DDH PAGE PROJECT _____
sE_A_B_R_O_O_K _________
s_T_A_Tr_o_.N ______ __
HOLE LOCATION ELEVATION 2.8. Cf I BEARING INCLINATION DEPTH \\50.1 1
Logged By:
J. R. Rand 111 :l..fo/1'-
70
,~ ____
c_O~N_D_IT~I~O_N __
O_F_c_o_R_E_* _____
D_I_P ___
G_R_A1 P_H_I_C~LO G __________ D_E_S_C_R_IP_T_I_V_E_N __
O_T_E_S ____ __
55° Joil'\\+
Cll!a.n Oua-Y"t?- diorite 1 m\\X'<2.d..fine e(O.;ned da..r\\< Cj'(e.y ?o.-kheIe
DDH l-'2 PAGE \\ ot PROJECT SEABROOK STATION HOLE LOCATION 2o.4So N 7<1.500 E.
~----------------------
2\\ '4 I
ELEVATION
--~---------------
BEARING INCLINATION DEPTH~-------------
Logged By:
J. R. Rand l2/z... 7j7 z..
DIP 0~--------~----------------------r---~----------------------------------
CONDITION OF CORE GRAPHIC LOG DESCRIPTIVE NOTES Brro.ks
@.\\ '+oZ2' pieces Ru:5ty
- -roo.:rts.
'Ro::h \\s f're&h-
'('(1\\~or ru::,-\\-y sta.~
- ..r "'
0{1 _jo(nh h) 1'1 1
"' """' y; depth -
X X "f.
ll
/'(
Lo1.0 a.h3\\e
.join1s di~
o.bouf ?1)0
- ttwo~hout 7-2 1
Top of Rpc.J~ *--------
Guo.-rk"z. diorite., Yl')txed fine- ~ro..ined 1 dax-k f:)rey OJ!d CC(l.r$-.9ro.ine0 I i gh t r:::re '/ f'o'\\a-rh-~ x rod< -
por-phy r-Jic to~ bose 2.7. '2..'
Bt~~OTh of Hole
DDH PAGE of I PROJECT SEABROOK STATION BEARING INCLINATION lc.2/
ELEVATION v DEPTH
~------------
Logged By:
J. R. Rand 17.../z.7/Tz....
DIP GRAPHIC LOG CONDITION OF CORE DESCRIPTIVE NOTES 0~--------~----------------------.----.----------------------------------
'Bre.o.J~s
@Chip!>
to s'pieces
-\\-hm<£hou t l1'ock \\s flesh lol0~\\e joints
(~001:>\\p)*@
- 2.' -.5 1 \\vy\\er'lo..l jo\\""'ts ru-e clea..n, not
\\"IJ~+y.
. _ _._..:::.2::.::2::..'_ti;..:o..r.*P-=of:.......;_R_ock
_____,__. ________ **---~***
Quo.rt-z:. diorite, pre:!om. _
Frhe ~ined uark gnzenish c:;re.y, wi<<> COOJSe ero.l~.
porphyraic. 1-E?.XhJv-e neal'" -
bO-Se. -
b\\ea.c.he.J. "Z.Ohe 3\\.5'-::s"T.s' is no+ ~f+
Conto..cts bsiti one..\\
42' Botlor\\1 of t\\ole
DDH El-4 PAGE I of 3 PROJECT SEABROOK STATION" HOLE LOCATION ELEVATION 20. 2" BEARING INCLINATION DEPTH Logged ~y: J. R. Rand 12/27/?z.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES Q ~--------TT----------------------r----.--------------------------------
CI+IPS
-CHI.PS R0$\\'Y 70°*'\\0°
~OU<i:>HJ-f, C> <:::::>
8ou\\ders 5/ 'I op of rock Gvo..M-z. '"Dior;te., yY\\-IXecl t \\ ne *.sn,.\\1'\\ed dark <3re '(
ax-d eoxse.gro.i ned 1 ;S h 1:-
?Jrey mo..tr~>:'-
~ oc.oJly tolia-.~ed o.t-SS0 - Gd.J 1)\\?S Qvo.rtz. 1Ytor~te. 1 vY\\tXed \\\\ne.-
OX\\d. c.~e.-~*n;__\\oed +ypes f'o\\io..teA-fo\\ia,.\\-~on dipS
'6oo-soo va.r io.6\\e..
DDH t.l-4 PAGE 2. of ::S PROJECT SEABROOK STJ\\.TJON HOLE LOCATION 20.3oO N 7q.7oo E..
ELEVATION 20. 2..
1 BEARING INCLINATION DEPTH CONDITION OF CORE DIP GRAPHIC LOG
- ~~Yif~~ Rock Is Gesh-
'f'llos\\ \\o!A) o...~e
~o\\nts ru-e C\\e.Uf\\-
~ono..l M \\nov-
'fu.5t p.J. S~Ow\\"\\
~so :r:\\-. ~ c\\ett.n 80°.Jt,. ro~h, rv5ty Logged By:
J. R. Rand 1-z/z.Gj-l'Z.
DESCRIPTIVE NOTES Qvaft"z:.
dio~\\-e - mixed Bne..*sVU:\\t'lec\\, do..r-\\<. 8r-e.y rock i V) Med.i ~I'Y\\ -eo o-rse
.eJro..l~ 1 \\ i~hr £j'fey t'fiO..hil<- \\oco..\\\\y iblld-ed
DDH PAGE 3 of PROJECT SEABROOK STATION
~-------------------
/
ELEVATION 20. 2 HOLE LOCATION ---------------------------
BEARING INCLINATION DEPTH CONDITION OF CORE DIP GRAPHIC LOG "ock is\\resh-hot n.>f:Jj on joints-lew
~\\e. joints dip ID0- 30° Loggea By:
J. R. Rand 12/u::./72 DESCRIPTIVE NOTES GuQrtz.. dior~te J tc\\; D-ted, m;xed Fine. <.2lv-o:\\ '~ed do..rk-,Srey o..nd medlvrf\\-
Coo,:r~
\\~hter g<-e.y mo.hix-fo\\ioJion 5oo.;.6oo d\\?
DDH E:.\\-
PAGE \\ of 2.
PROJECT SEABROOK STATION
~------------------
HOLE LOCATION 20.3ooN 7q,550 BEARING INCLINATION
\\G.
A I
ELEVATION u
DEPTH CONDITION OF CORE DIP GRAPHIC LOG Logged By:
J R R d
1 1
.* an
\\'2.261 12..
DESCRIPTIVE NOTES 0~--------TT----------------------~--~----------------------------------
sst>.:ro;nf*
C\\ea.n
--t=------=l~ Rv~+y ChipS
'Rcx:k \\s fo.irly Y.. x )(
- .fresh '"'te~no..lly-
'I. X xy:...,.
ru~\\-y eoo..f1rq.5 on Jl I( ~
~oint phl)e:Sd rod<
~~'
rf\\OOe~fel y ~therJ.: X X l'
+c 1(.5 1-Mcd joiflis- "'X"\\
Dip 50° or sfee.per
~ "'
')1.
'I(
~ I"
)I
'jl.
)!,
QOO.rtz diorite.- 'M\\xe.d tt(\\e '2JY"O..lr'led I do.rK,gre.y o..rd I {9hrer 9rey o..-:: $'n()..t)n Q uo.Az. d~onle 1 mixed.
t\\'1'\\e.. 9\\'0..lneci I do..rk 9rey Q..l)d cca~Q. e;ra~ned..li.::ft-etr '
2fe.,Y IVIo:ftiX-35°-"1D 0 lov.>.
a.r'5\\e ~a>\\nts@.r/+o \\'.
in\\-ervoJS
- Quo.rh. c\\ionte I m \\xed
~ine gmined 1 do.rk 3~ey o...rJ coors-e.- ~ro..\\ ned
\\ ig ht~r 9~Y mc.k tyfes Rock ~s only Vo..:jveJY.
fol iofed - fredom1 r-o.ntly CL>d.Set- '()mined mo.tr;x rOck.
DDH PAGE 2 of~
PROJECT s_EA_B_R_O_O_K_r _________
s_TA_T_I_O_N_r ______ _
HOLE LOCATION ----------------------------
/
ELEVATION
--~~~------------
BEARING INCLINATION DEPTH Logged By.:
J. R. Rand 12./7..6/-rz.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES 50*~~~-------,.-----------------------.-----r-----------------------------------
f<o::k \\~ \\tesh
\\o~ 0-i'\\~e Jo\\nh, de.o..n) di t:> :::l>- 3d' (O..ve(Q.!je 5°-10°)
No Ru-st Q u:u-+z d!o r; te. -yY\\ ~xed h~e.. 9Y?l.;!Jed, do.rk :y*e.y a.rd C.Oo..N.e. 9~W'\\d li~'hter grey
'(Y)o..fnx.
Quor-h. d!on\\-e, mixed
.f\\'re.-a.nc\\ Coo..r:e. -2>ro..\\V\\ed rnc.k {-ype 5 Qua...rt-z. d'ior-~te., ty)\\xed iihe-ero..ine.d OJid Col..rse
~ro..il'le~ Cl.$ shewn lOB' So\\torn of 'hole
DDH c.\\- G
--~------------------------
PAGE I of \\
PROJECT sE_,A_B_R_o_o_K _________
s_T_A_TI_O_N_* ____ ___
HOLE LOCATION 20."306N 7q,400 E.
ELEVATION ---------------------
BEARING INCLINATION ----------------
DEPTH~------~-----
Logged By:
J. R. Rand 1'2../"2-7/72.
CONDITION OF CORE DIP DESCRIPTIVE NOTES GRAPHIC LOG 0~--------~----------------------.----.-----------------------------------
4 1-lo of Rock Ouosfz d\\o~te 1 '(Y\\l'Xed
~'r-.e-9m..ired1 do.rk Ij'fey' W1d co o.YSe - 9 ro..i ned
- li9ht 9rey rno..tr\\ X 24' bo\\to rn of ho\\e
DDH 1=: :L.-1 PAGE\\ of 2._
PROJECT sE_A_B_R_o_o_K __ ~
s_T_A_T_IO_N ______ __
HOLE LOCATION
~-----------------
ELEVATION !5"/1 1 INCLINATION DEPTH 159.2.
1 BEARING......_ _____
Logged By:
J. R. Rand 1 '2/1-z./t'L CONDITION OF CORE DIP GRAPHIC LOG o'~--~~~~---------------,,----.-------------------------
DESCRIPTIVE NOTES Cf ' fop of Rock Qoo..\\"\\-z. b\\ori+e- 'Y!e.divtrl*MI"'e
<;jm'the.d1 medium grey. Vot)ve..
fo hoJi on 0 h 5\\, a.~e (5o o.+/-: DIP)
G.LO.rt Diorite 10.'5 above -
f~lia.h'cn mofe proYninant @
5d' -l o" t>i~s bot \\.b.kiob\\e ih
.direc.hon. \\_tner gmined med;vm*c\\a.rk _grey dlcr-i te p:kc.ks ehc\\osec\\ 'tV\\ rned ivM fl'ne..-
<2>n::t.\\ned mo.'h--ix Q uo..rh..
d~orile., 0-t) o.bo ve, Bewmi-r:.9 a. ldt\\e eco.rser-9mit1ed u,:,it1! dP_.pth. Less obviously.fb[,cJ-ed 1 more
\\'YlO..c;!:>ive te.>dvre.
Quo.r.tz.. di ori~e1 as a.bove.1 bemrne.s ~lt)e£.gm.ined)
-\\btia+/-ed - Some re..nda.cy to b rnak oJor:g srrroth fo \\iahon p laJ1eS
- DDH E2-l PAGE~ ot, L PROJECT sE_A_B_R_o_o_K _________
s_T_A_T_IO_N ______ __
'5.a/
HOLE LOCATION______________
ELEVATIO_N_...:...\\ _-_;__! _____
INCLINATION;.,:________
DEPTH::...__:.\\..=.5-~.Cf_. 2_/ ____ _
BEARING -------
Logged By:
J. R. Rand DESCRIPTIVE NOTES CONDITION OF CORE DIP GRAPHIC LOG
~~~--~~~~~~~----------~~~r----------------------------
'K
)(.
)(
~ )'
- 6. v.Je,lded 6::>0
.0 6 b-reccia_
xxx Rock \\~ gened!Y, fol ;ot:J
~d h15h ~\\ejmt'JtS w1th SmDOth surfa.ces +end tc occur o.lo11~ 'o\\\\o.. ~n QOOx-tz diorite I Hne sro.~t'l,(t medium Elr;,y, loco.lly ~;-H)
.folioHon @ :45°- <So~ usoo..U y
~teep foho.hcn-in o~nt
~Mif zone @ ni -123.5~ rod<
\\s f?lishe& ltjith sl icke.ns\\<ie@
\\/a.rio0 ~ o..nsles Gl,)wtz. diof";te1 fine gfb..ined med~u~-chrk ?leY-resemble 1
S
- sto.r-ihzed 11 mefo..-qlX\\.Y"tzite -
we\\l fol ioted ih ro~n cut (j)
"10°- 00° d;ps Rock ~'S(\\oin\\s) on \\oh'ohon _
t..:>e.re ~e~
'('{)ica.ceou~
DDH 2-2 PAGE of I PROJECT SEABROOK STATION HOLE LOCATION_..::;;20""'""-. -_5_5_5_N ___
7_.;.9_.
~L_7'--"5~E __
ELEVATION -----------------
BEARING INCLINATION DEPTH Logged By:
J. R. Rand 12/20/72.
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES o~*------~~---------------------.----,------------------------------
12.5' Top ofRod<.
Qoo.x1-z. dior-\\re rned;uNI:...F(ne..
I.
<jro...ir\\e...dl MechvM-g...-ey1 ('()O.J;fSive.
t-exrure.- \\oco.llt MtYlor porphyrihc.1 2D0 -30P low o..n~\\e Joints@.2'-.5'int?.vva._b 32.5' Bottom of
DDH F-lA PAGE 1 of 2 PROJECT __
s_E_A_BR_OOK NUCLEAR STATION HOLE LOCATION Hampton Harbor ELEVATION __________ -------
vertical INCLINAT DEPTH 143 10 Wx = weathered. weathering J.R. Rar>d Logqed By: 5 '16/73 DIP GRAPPIC LOG DESCRIPTIVE NOTES CONDITION OF ('.)RF o':..!-----__,..,-
~---
INDfVIDUAt. BR£AI<5 IN CoRe:- SHowN B'{
C.ROS'-> LIN E:S
)l.,v..
X Yl X X
}ll(
X X
X X X X X r!flf X
X X x.x X X X l<
')(.
Xx)(
X. )(
Roc.K t5 FRESH-MINoR RUSTY STfHM:~C*
to2ALL~ AS SHo~JN ON Jbit-11 suRfi\\C.ES
)( )l )< X l<,...
x x )( nne.
')( X x)(.x lC)()C
~tne.
Xx'X:
X X)(
xxlC x){x Floc X "X
)( '}( X X
)(
XXI(><.
II.
X X.
X.
'I( X X X
X X XX
-.,.,xI(
,._~,.
X X y.,. )(
L>NCo~U 'DA TtD O/ER81JROE~.
QUARTZ. DIOR\\T£, IN'fE.f<.M. >(E::J) flf\\JE- (;Rf\\INED Dt.R\\-\\ SRGY biOR li'E-ENCLOSEC I!~ Mf; \\PIX o; Mt'D\\OM-CoAP;*:;:.,c GAAit.}fD ~~T G~Y Q.UF\\f\\R. U6~'1L LoC.AU...Y fuL\\ AlSO. f()WATt -,. 1 Pti
" ABO'Jf n° DIP hYd\\R To~ Go!Nb To 50 ° AS 51-loiAJN WtLOE () 0~ FUSED CoN'TAC:fS 1\\1PolY'~O\\)f AMDH!BvLl TIC.- MASS!VE, Jl\\ t.D 1 vf.! -c oAR 'bE, OAR.K GR(t=NI')H (;.(}..['(
CR~'... TAL UNf.
CtlY\\RTz Dl 0Rt-rE1 PAR\\< ~E:Y flt,)E-{;PJHf~ED DIORITE IN MtCi tH1 Cc:AR.SC L.\\GHT GREY QJ/IPJZ DioRITE Mf\\TRIX
DDH F-lA PAGE 2 of 2 PROJECT SEABROOK NUCLEAR STATION HOLE ELEVATION __
~------
BEARING"______ INCLINATION. _______ DEPTH:...__---,...,-~:;:r--
].R.Rand Logged By:
GRAPHIC LOG DESCRIPTIVE NOTES CONDITION OF CORE DIP 7d~~~~~~~~-----------.----.-----------------------
1:.
)(
X.
)(
l(
X
- t.
I(
)(
X X.
XXY.
X
')(
X
)(.)(.
}()(
Ou~Rfz b\\o?-tn::.. A'S AB.ovc,
{jRJ\\DihlS To fiE.D\\VH GRAH.JED
'StJB-M.t,'SSil/£ Q.t.f\\R\\7-DIDRifE W!n-1 c::cA1T£.1~E:D FELJ£ti\\R SPE.C \\<Ll ~JG lJ';CPtLLY 1'5 SWGfiT/..-Y FoLIAIED coAR'S£ GRPtir-.l!;.D 5uB-MA'SS!VE. QL;f\\.R1'Z -
'D lo~ ITt.., f£1JX,f>A~ 'SPEC.Kl..l!\\lG
_X)()(
tscC.Ot'i[S 9ROt'11N8\\lT
){~ J( ~)(
}( )(
)(
!( X X X
)(
QoARTz. DtoRtTE, II\\JTERI'1!XfD FINE DIORITE. IN t1EP\\Uiv\\-c.oARSE.
GUART2 D\\oR\\TE Nf\\TRlX Rc:tK F\\PPEARS CJ/~ITE-RleHI Al\\\\D IS WEAkENEtl BY ::b11'~1li.JG A~D t!DDERATE WE:ATHERING QDART~ DlORlTE1 INTER.M!XE.D fiNt DIORIIE AtJD MEDIUM~
COARSE t"XlJ{)R,TZ DIORITE MATR!X-x x
TENDS To MEDI0£'1-FINE GRAINSll x x "
Ro<:K loWAROS 8As£
---"- *--- 14"31 td-1 --s.;n:Qt:t q:. ~ou:.
(V SAMPLES roP. Pl\\'lS\\UlL
\\fSTINc;; G(DU::CI\\ \\'1\\(i\\L ENGI/IJEERS \\N:::;.
5(23/73
DDH F-2 PAGE 1 of 2 PROJECT SEABROOK NUCLEAR STATION HOLE LOCATION Hampton Harbor BEARING Vertical INCLINATION DEPTH 2 64 5 Logged By:
CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES J.R. Rand 5/14/73
~-------
U~tJSO\\
.. J DA ff'..D OVEBBU\\iD(::;N
DDH F-2 PAGE 2 of 2 SEABROOK NUCLEAR STATION HOLE LOCATION*----------'---
ELEVATION ________
DEPTH~----==-=---=--:--
J,R, Rand Logged By:S/14/73 CONDITION OF CORE DIP GRAPHIC LOG DESCRIPTIVE NOTES
~~~~----~--------------.----r-----------------------------
'(?ocK !'5 c=ssE~f(t)LLY
- -'~~
FRESH. :fott-JTS HA\\J£
~
Mlf\\JDR STAlN\\t~S AI\\JI:l Pffi!rE CROST$, J'oi~IS ARE "',._"'
Sffil/rT~D, WITI+ CHLORIW.
?AR:TJNG5 DtP ::sd'-10; X -
")(
ACRoSS toLIA1'{Q!J. :Jbll\\)15 X
ARf ~.bl l-1..,17\\BLY
\\{C);:r ~ ~TArtJG.D x ";'~
~~K \\SfR.t:S\\-1.
y,_...:
Cll!i:>KI TE -RICH R\\Rm-X;'S - "',_
ARE ~Pm:,t, f:,U\\
X,.:_"'
AR& eoA-rt:o wl11+
PYRrn: AND/o~
E:: :-
?OVJDER p,!>-1) to NO! ~
Sl-10(.*.) ~c:c:;:;PT SLt PPAGE.
Sl~em;des ~W< iS FR£SK.
- btN\\S t\\ND PN~mx;s AR£ LD:r... u..v Q01l~
5UPftR'Y, sfR"iATI;o, fbli5hed-r
-F-=::--~----"'AI pyrite ~fYI::'.O..fM Poliskd
'Reck \\5 fRESt\\.
'SLIPftR.'-l',
CD SAMPL£::. roP.
PH'(::. I CAL-11::'511 NG -
G£oTC\\lDlCAL Et*-'G/N£(:f6 11'-\\C *
.. rsjz?J/73 S0~(ST F8l>£.PAWIC,AS A'aoVG..
Po5'3! BLV A Lt1Tt..E CoftRS i;R -GRAIIVSD
\\f..IAN P..8PVG..
8l;.Q:::MrtJG t--\\OTTL.GD
~1111 816\\lrE:
KNon Ar-JD MASSI:-S 't:NCL.Wt:D IN FELb5?A1lt(C MATRIX. e.oNIORTGD fouAlloN. (rv1eTA-VoLcArJit Or) I\\?)
'SC~tsT, As 1\\e/Jt£1 B~C:oMfNG MDR~
MeRE 8loTtrE-RICH FINER*GRAUJED I
Bt;.lO(;) 227: l-!IGHLY Cor-J16RTED t:'oW ATtDfJ, BUT Re5!S1ANf 1D SRt:AKitJG, q~te
~ein\\e.t SC.Jli'S~ F5LlJSFPifl.IIC., 81 o Tl TE-R IC111 HIGHLY Co!JToR'TED FolJATtON.
\\'1\\E:DIUI"i-\\o HtOIUM-FtNE. G.RAll\\1f01 MEDIUM -:DARK GREY. CJ1LORI'ffi ANf) P'-/RtTE 0{\\) :rotNTS.
BORING LOCATION N18311 EB8393; INCLINATION Vertical BE:ARING ----
DATE: START/FINISH _..!J~u!::ne::..!!S,_,,:.1.::,97;_:3:...__/
July 2, 1973 CASING ID 5 ln. to 4 in. to 3 in.
CORE SIZE 2-1/8 in.
GROUND EL !MSL)
- 16. 8
[t DEPTH TO WATER/DATE EL.
SAMPLE RATE c';";~i~lh orRQD PRESSURE TEST MSLhD~e~p~fu~~~~~N~ OF and or ADV.
No.
Reo. lm!n/f Graphic l!E!!!.
psi computed
-4 k 10 cm/aec TOTAL DE:PTR
_..;3~2!,!!9::_. 6~--"f:;.t DRILLE:D BY American Drilling and Boring. 1'. Paquette 15.2 ft I July 2, 1973 LOGGED BY Soil-K. Polk; Rock - J. R. Rand STRIKE, DIP SOIL AND ROCK DESCRIPTIONS F
Foliation r.l ~
J =Joint 1fl <
C = Contact 0 ~
(Weathering, defects, etc~)
!Type, texture, minera~ogy, color, hardness, etc. )
B = Bedding
<.l "l ln.S r-~~~-.---r--,--~------~nnL--,-------r-s~:~;S~li~c~ke~n~a~id~er;rr~~=-~~~~~~~~~~~~~~~~~~~~~-------~
tAl Brown fine to medium sand with gravel pieces up to 4" in size IFill!~
( A2 Light brown medium sand. Clean; uniform: subroundcd grains
-20
-40
-60
-80
-100 t-20 [ ~5
[ f'l6 t-ao [ ~S7
[ ~8 r-40 [ ~9
[ ~10
't-50 [~11
[~12 l-iiO [iSla E
~l4 SI4A t:-'7o [~15
[~16
!:-ao [~17
[~18 90 [~19
[
20
[ "22
[ 24
[ 26 I-13J: ~X-1 41 69 34 52 54 57 so 74 RO 58 29 15 11 102 100 48.2 41.9 44.6 ae. s 34.3 34.2
- 28. B
- 34. 8 30.9 N
- Standard penetration replotanoe, blows/ft Bee - Umgt.h recovered/length cored, %
TOP OF CLAY TOP OFTJLL TOP OF ROCK NOl'ES 1-Similar to SampleA2, but brown.
Light brown fine to medium sand. Clean: uniform.
Similar to Sample S4.
Light hl"own medium sand. Clean: uniform~ subrounded grains; contains a trace of coarse sand and Cine gravel.
Sim Har to Sample 86.
Similar to Sample S6.
Similar to Sample SS.
Gray fine to medium sand. Clean; uniform; subrounded grains with a trace of coarse sand.
Gray fine sand. Clean; uniform; contains one 10 rnm size gravel and a few black Silty snnd layers 4 mm thick.
Similar to Sample 810~ but contains a 15 mm thick layer of gray-brown silty sand having a slight organic odor.
Similar to Sample SlO, Similar to Sample SlO, but gray-brown.
Gra.v fine to medium sand. Clean; uniform.
Gray silty clay. Soft: medium plasticity and sensitl\\'ily; contains several sllt and silty ftne sand layers up to 75 mm thick and one 20 mm thick black organic silt layer.
Silt and fine sands layers give a very fast reaotion to shaking test.
~~!~r~mi'c1;;?*1J.W.~it to soft* mediUm to high plasticity; medium sens!ttvlty:
contains a few fine sand lenses up to S mm thick. s 0 ttori
{),10-0.13 tsf Stmilar to Sample S16. s (tor) 0.17 taf u
Similar to Sample S16, *u!tor) ~ 0.16-0.18 tal Similar to Sample 816. s ltorl 0.18 tef u
Similar to Sample 816.
suitor)~ 0.19-0.21 tar Similar to Sa111ple 816.
suitor)~ 0.20 tsf Similar to Sample 516. *ultorl = 0.17-0.19 tsf Similar to Sample 816. s ltor)
- 0. 23-0,30 tsf u
Similar to Sample 816. "u ltorl = o. 19 U.f Similar to Sample 816. "ultorl ~ 0.15-0.18 tsf. fLoat 20 cu. ft mud@ 125 ft)
Gray silty gravelly fine to medium sand. Widely graded; oonts.lns angular gravel pieces 'f!Matitfe'Wlllila'U.l-~hl.
128'10" 129,611
~M,.a""y'-be""'-.,to,.p'-'o,_f_,r,oo"'k,_,**----:1
~~lf:r tWFrate wx. May be boulder in bit, no reooverv
"""" 'T'~n
- ~. on *=1<
SEABROOK STATION A
Anger sample
- 1) s (tor) = Shear strength measured RQD Length of sound core 4 ln. and longer /length cored, %
PUBLIC SERVICE COMPANY OF NEW HAMPSHmE YANKEE.ATOMIC ELECTRIC COMPANY 11 with Torvane,
!il S
- Split opoon sample
~ Groundwater
~ U
- Undisturbed oampleo l<<l S - Shelby tube N - Dentoon C#~.~Y!~*-...
F-Fixed piston P
Pitcher 0- O..terberg G - GEl Date* Ootober 4, 1973 Projoct 1286 F4 of I LOG OF BORING D
- Drilling break k - Coefficient of wx
- Weathered, weathering permeab!lil:y PAGE
<P GBOTECHNlCAL gf'IDiNEEI\\8 INC.
BORING LOCATION N1831L E88393; INCLINJITION Vertical BEARING DATE START/FINISH _ _:J:::u::ne::...::.B*:_.:.l9:._7:.:3:___/
July 2, 1973 CASING lD 5 in. to 4 ln. to 3 in.
CORE SIZE _ _:2:._-.:;;1:.../8::...::1n::.*--
TOTAL DEPTH __::!::2:.::9'-', 6:__ _
____,ft"-
DRILLED BY American Drilling and Boring T. Paquette GROUNDELrMSL) 16.8 ft DEPTHTOWA~TER/DATE 15.2 ft/
July2,1973 EL.
SAMPLE RATJ~WATTER orRQD OF ENT F
Foliation "'[2 SOIL AND ROCK DESCRIPTIONS MSL Depth Type N
c; <
{Weathering, defects.. etc.)
(Type, texture, mineralogy, and or ADV.
.&E!!!.
0 ~
colm:t hardness, etc. l rt ft No.
Rec. mln/f Graphic psl 10-4
- ~;~~;;::~ij~~i~~~~~~~~ij::::::;:;:;:;:;:;::;::;J
//lOO
~
- '-'lllPS ~~,-;:;
LOGGED BY So!l - K. Polk: Rock - J, R. Rand
- 2. 6 64
/
2tf-35. Many law-angle v
~
partings are smooth.
'?: "~
NX-3 106 150 Chips-Fairly fresh. May be slight As above, gneissic schlst. Medium-NX-4 99
/ /
angular wx of feldspars. Partings ar...._. v.~
grained, weakly foliated.
2
- 7 '
- ';5
/
/
powdery, but not rusty.
x......_* *
-140 Dips NE?
,......~
Angular chips-Even joints 0 intersect ""-
of intersect-at about 90
~
P:n~ smooth even lfJ~kselightly Becomes moderately l._r-->~
r~g~. ____
w_e_a_th_*_r_e_d_, _vu_g_gy_. --1 ::: :
~~~me wx-Weathered, moderate r---::-
173,Ap"prox contact depth-dip 45' sandy to extreme wx at dis- + -r
~~~f:~e wx 0.1. utauase JUS, ~ww Moderate-continuous
\\
Diabase. Dark gray, fine~grained, severe wx shown. Not rusty, Ex--
.~
..f.
2.4 NX-5 100 170 NX-6 75
-160 NX-7 93 43
- 2. 6 34 25
-lSO NX-8 82 NX-9 110 2.n Chi treme wx-decornpos:ed with scattered dark green olivine 0 1/ /
/
~ Ext~e:me \\~'X to.snft granular 1 un-
+
specking. Olivine wx to tan speck--
0 Chips-moderate consoHdated. Rock
+*
,\\.-
ling. Massive texture.
-160
-200
-220
-240
- <"X-1 61
-190
-200 t,_, ""
NX-12 95 NX-13 102 NX-14 35 NX-1 74 NX-1 67 NX-1 50 NX-1 11 NX-1 7
ro-23C NX-2~ 46
-24
-25(
-26
-27 NX-2 70 NX-2 93 NX-2 100 NX-2 100 NX-2 42 NX-2 95 NX-27 96 NX-28 87 NX-29 67 NX-30 100
~~=!! 1::
X-33 100 4.5 B. 9
- 5. s
- 5. 7
- 3. 4 4.9 5.5 9.3
- 8. 0 12.0
- 12. 0 12.0 10.7
- 9. 0
- 7. 3
- a. a 7.0
- 7. 2 8.3
?.0
- 6. 0 8.0 9.0 B. 0 5.2 42 0 ///
0 9 1r/ //
0
///
0
///
57 62 v
/
17 ~//
0///
LL/
16 V//
r//
30 to severe wx crumbles at extreme
+
Note Rock appears to be closely _
- ~~~!me wx.-
wx; is seotile~ soft at.1 t
- jointed, but does not show evidence crumblss severe wx.
t of shearing. Joints frequently at Chips ad't suggesting 80° dip on dike
! Extreme wx-Weathered tbroughout 1
- \\
jcrumbly,earthy
, iW::~{Jal, black moderate to extreme.
but prednminaWly se-vere to extreme, soft rook chips to crumbly
'"Chips Chips Chips
~~t~lj:fa1~ed earthy Slightly to moderately wx.
~Quartz-feldspar veining
-~ _ ~ 03' 8" ~~~=~.~~7~f., appears w oe Moderately to ex-Chips tremely wx-looally Chips g;~~tf; ~
5 a~~!:j ~~S / --
~~:~:~ ~~A~e:aerili;*t;s~;u$tli}l ;re~.;S ; :
- lost material erately wx rock.
t
+
Extreme wx earthy Chips-slightly to moderatelywx 1.5 1 oore lost Core lost-probably extreme wx Extreme wx Becomes less wx-sHght to modei'atc wx. Some rusty stain on joints.
"* 2hips i
" I Extreme wx li..'xtreme wx Chips 1011 core lost Chips Chl~s-falrly fresh 1Chlps-moderately wx Chips-internally slickensided Severe wx Chips-fairly fresh Locally fresh inter-r +
nally, but subject to
+
mode rate wx on joints. +-
r 1-Locally fresh internal. +-
r but subject to moder-t" ate to moderately se-t' T vere wx on joints.
+
+ t j
+
l-
~
J.
Fairly fresh to slightly + +
wx. Conchoidal sUck-ensided surfaces lo-cally." Chlorite con-centrations(?}
~~J~~ ~e~:~c~:tg~f;:~ic gr~ine:k medium gray, not 12.5' tiCJiigff'z 'reldsoar in contact zone Cf%~tr~~ ~~r:,t,~~~~: 1seen-may oe a Diabase. Dark gray to sub-black.
Fine-grained.
Apparently out by closely-spaced high-angle joints. Not apparently broken by shearing.
Diabase, as above. Fairly fresh. -
Olivines not discolored except locally.
Diabase. Locally has angular feldspathlc inclusions.
8.2 Diabase. Dark gray, fine-grained.
Olivine crystals fairly prominent. -
26
().. ~f 34 60 0 v / ~
Chips-internally Fairly fresh inter- *
-\\
-_365 159
- 7. 7 14 ~
sl!ckensided on con-nally, except lacalv -f- +-
3 00 12 ** 0 0
- <ohoidal surfaces goes to moderato to
-3rr.2
~=~~'?t-~*6L7;-rlu~~*~g~-~00Lf~~~~;----i--------;-----------~~,---------------ex_t_r_em e_w_x_. ____ _J __ +
__ -L--------------------------~
I N
- Standard penetration resistance, blows/ft NOTES Reo Length recovered/length cored, %
RQD - Length <>f sOUDd core 4 ln. a.nd longer/length cored, %
@ S
- Split spoon sample
~ GrOWldwater 1<1 U Undiaturbed *ample*
~
S
- Shelby tube
' N Denloon F-FIXed piston P - P!l<lller 0- Osterberg G - GEl D
- Drilling break wx
... Weathered, weathering
<1> OSOTBCHNJCAL ENGINEERS INC.
k - Coefficient of permeahil!l;y SEABROOK STATION PUBLIC SERVICE COMPAI'1Y OF NEW HAMPSH!liE YANKEE ATOMIC ELECTRIC COMPANY t/1~~*---~
Date: October 4, 1973 Project 7288 PAGE of I LOG OF BORING F4
BORING LOCATION
- N18311, ER8393t INCLrNATJON \\~ertical BEARING ----
DATE START/FINISH _ _.J>eunwe._,_.B'--'-'19'-'7-"3 __ /
July 2 1973 CASING ID 5 ln. to 4 in. to 3 in.
CORE SIZE 2-1/8 ln.
GROUND EL IMSLI 16,8 It DEPTH TO WATER/DATE ft EL.
SAMPLE RATE c'3~1~1h or RQD PRESSURE TERT
\\!SL hn'"e-p"'th-r::;T::cype:::-r--:-::-:--1 t.lf' computed nnd or AlJV.
l2m.
~o.
Rec. :f!!ln/f 11 Craphic psi 1n-~ em/sec ft 1 0 TOTAL DEPTH _.::;3Z::.:9:.:.*.::.G __
f:.:.t DR!LLED BY American Drilling and Boring, T. Paf!UCtLe lo. 2 ft /
July 2, 1973
[.,;c;GED l3\\'
Soil-K. Polk: Rock-J. 11. !1and St'<i LA :-ill ROCK DESCRIPTIONS STR!l<E, DIP
- "" Fnliation
,; ""'Juint
(\\Veatherinf:4, ddects, C'tc. i n'5:pe. texture. ntinernlogv, Cf"l0r, hardneMs, f'tc. f C
Contact E ~ fleddin;(
S -- Slick ens id~J CONTlNUED FHO~ l'REVIQUS P (;E
-~".z 284 M-N-X--3-,t-7-3-i-9-.-0-r-l-G-t~V"r7 /-~~ /~/+---r----i---------F~~---------------,,r-1-,_~+-'l------------------~
V _/ /
Extreme wx T-ti 29 NX-4 7H f), 7 42 Fairly fresh. Drills
, I
-280 NX-41 102
- 5. 0 56
/
fairly \\\\ell.
I t-+- j--
5
~~*
! ~r
.. 300
- -soo NX-*12 90 73 6.7 7R
- -RJO NX-4 100
- 4. 7 94 t
~
across core i +i"+
1 V
AO' -polished V
slickensides
- Fresh. Some minor powdering of feldspar 1
BOTTOM OF BOHrNG Minor 1- -t
()0°~Chlarite powclerinf'( on joints.
coated-striated Curved joint-
"ighly chloritic, slickensided Fresh. Drills well.
Parts on chlorite-smeared; strinted, s l fppery joints.
Dia1mse, Dark gray, fine~graincd,
\\vith small scnttercd dnrk green phenocrysts nnd scnttercd small white feldspathic phcnoc:rysl specldin~.
r r
r N
Standard penetration resistance, blowo/ft
- >OTES Rec - Length recovered/length cored, 't SEABROOK STATION RQD - Length of sound core 4 in. and longer /length cored, '1
@ S
- Split spoon sample
¥- Groundwater t.l U
- t'ndlsturbed sample*
PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY 0
~
S - Shelby tube N - Denl*on C#~~.!!'!!!!.~*----..,
F-Fixed piston P - Pitcher 0- Osterberg G - GEl Date: October 4, 1973 Project 7286 D
- Drilling break k - Coefficient of wx
- Weathered, weathering penneab!lity l LOG OF BORING of 3
PAGE 3
F4
<t> O{;X)TECHNtCA.L EN01NBERS INC.
BOlliNG LOCATION N16553, E90235; Offshore INCLINATION ~
BEARING ----
DATE START/F!NlBH _,N,ov:.,:._,lO:;::..J.'-'l'-"9'1.:.;3,__/
Nov. 14, 1973 CASING 1D _......:3:...:1n::.*:..__
CORE SIZE 1-7/8 in.
TOTAL DEPTH _::.24.,3::.*;;:.6 _
__,f:::.t DRILLED BY War...... Georg.., lno6, P. Schaeb!e, J. Hauls GROUND E L IMSL) -9.1 ft DEPTH TO WATER/DATE Tidal ft I LOGGED BY SoU-K. Polk; Rook-J. R. Rand RATE C~~i~~ <>rRQD PRESSURE TEST OF Computed EL.
SAMPLE STRIKE, DIP F = Foliation
<4 !:!
J =Joint Ill<
C = Contaot 8 =
SOIL AND ROCK DESCRIPTIONS MSL Deplh Typs N
I:Uld or (Weathering, dafeota, etc.)
(Type, IUiuno, mlneraiO&Y, ft ft No.
Reo.
- ADV,
-4 k ln/f
'l\\
Graphic pal 10 em/sec B =Bedding
~
oolot" 1 hardneaa, eto.)
-9.1 L Sl
[ S2 33 51
-20 l-10 [ S3
- 145
[ S4 1:"2° [ S5
( S6 67 69 65
-so E"s0 NQ-3 94 f!'Q-4 102
- -iJO INQ-s 1oo
-so ::-'1°
~Q-6 99
-so
~Q-7 100
!NQ-8 100
-100 -so
!NQ-9 100
-10 1NQ-1o 1oo
-120 uc INQ-n 1oo
!NQ-12 98 12( !NQ-13 1oo
-140 -l 14 100 15 100 16 100 17 75 18 98 5.0 5,0 4,0
- 6. 0
- 2)
None 49 55 85 97
- 8. 0 81 6,0 96 4,0 90 6.0 70 6.0 50 5.0 97 4.0 65
- 6. 0 83 5.0 85 6, 0 100 6.0 0
6,0 88 11 o.o r---~rrt3 N63E, 62SE F N32W, 4()SW J N'IOW, 38SW F NlSW, 76NE S NlSW, 58NE J
- o. o N21E, S5SE S Llght grey fine sand. Uniform; clean.
Gray medium to coarSe aand~ Uniform: tllean; el:ubangular to ~rubTQUDded grains.
Gra,y-brown gravelly sand. Widely graded; sl!gbtly allty; Bdbangular to subrwndod grains; contains several gravel pieces up to 25 mm. in size.
Similar to 83, but sand Is mostly fine to medium grained, Light gray fine to medium sand. Unifgrm; clean.
Similar to Sample 85.
1::: Pyrlts Frssh and hard. Drills well, Minor -surface wx effsats an some partings,
. )' )(;."
'"!( 'A
~
..,llli ',:*
7!,
~ )(
.. ~ ~
')(
-1.
- X"
. X!".~
Diorite ( ?) or fe!dopathlzed qualtzlte (?). Fins-grained, quartzoole, promlneut foliation _
ahowll>g high, but quite variable dlpa.
Graphite( ?)-dips 63°
!abed sliokensidea Uehed allcken.atdoa foliated. FIJ!e-gralned, med-: _
Fresh and hard. Drills lum 11"13* Local minor blu.eh-IT
~ X Diorite. Quartzose and locally well. Some mtnor wx ef-big feats on joint *urfaoes.
0
- v.
~.lll. ** c-dips about 25 Pyrite Sltckenslded 85 Joint ~ tai"Top 2. 51 of diabase Is D
bleached, hard.
r -
- l!leaohed Diabue, Fine-grained, 4 -+ +- + +
grades to dark gray below
~17
- 6 hloaohedz011e.
Minor wx Diorite, Fine-grained, med- *
~ Slickensides Fresh and hard. Drills 1.',
- v imn darit gray. lrregulatlY t-Conchoidal 11 811 k
!do d i,.
- foliated lhroughoot.
Pyrlt llnken we
- o """
a o I
,~ sidese-s
- :not appear recent, are
","' ~ ~,
commonly an irregular
- I
'1:: *.,. "'
interlocking surfaces.
- ~..
~,.
I',. 1
~
Fresh and hard. Drills well, Joints and part-1
[:
!ngs are looally slick-
- ., Fused, welded IF en.aided-144.51 aliok-
- ' breoola 19 98
- 5. 0 88 N20E, 28NW-8
-Polished elll!ldea. High polish, ~
-m~9 Y&~~~-=~~~~~----~F£~======~~~~~~~~~~~------~~----~==~------------------~
N
- Standard penetration reulatanoe, blows/ft Reo Lenglh rscovered/lenglh cored, %
RQD Length o! sound core 4 ln.. and longst/lsnglh cored, %
5J S
- Spilt spoon sample i-Groundwater
~ u
- Undisturbed sample*
- 1 s - Sh"lby tube N - Oenllloo F-Filled piston P - Pltehsr 0 - Ostarberg G - GEl D
- Drilling break wx
- Weathered. weatherlng k - Coefficient of permeahU!ty
<t> OEOTBCHNtC.U. BNOlNSER.B JNC, NOTES 1)-Roller bitted to 40,5 ft 2)- No clays present; lhersfore no wetsr contents were determined.
3)- This Ia only a partial list of dip and strike data.
- - 300 lb. hammer used.
SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY
-~!~'..!!.'=!*-"'
Dl.ts: November 23, 1973 Project 7281 PAGE 1
of 2
I LOG OF t!ORING ADT 16
BORING LOCATION N165531 'E90235; Offohom INCLINATION ~
BEARING ----
DATE START/FINISH Nov. 101 1973 I
Nov. *14 1973 CASING ID 3 111.
CORE SIZE 1-7/8 !n.
1t TOTAL DEPTH 243.6 ft DRILLED BY Warren Gecrrg;e1 Ino.l P. §cbi~bl~
J.~ lliiii§ GROUND EL (MSL) -9.1 ft DEPTH TO 'nfATEil/DATE Tidal It/
LOGGED BY Sot! - K, Polk; !look - J. J.l. Rand EL.
SAMPLE RATE c~~~ orRQD PRESSURE TEST STRIKE, DIP
"'[@
SOIL AND !lOCK DESC!l!PTIONS F
- Foliation MSL ~
N OF computed J =Jo1Dt o:;:j
{Weathering. defects, eto.)
(Type, texture. mineralogy, or ADV.
~
10"4c';,./oeo C =Contact 8fll oolor, hardness, etc.)
d Rec.
In/~
Graphic Be Bedding ft pal I 0 S
- Slioi<enB!d, CONTINUED FROM PREVIOUS PAGE
-6.9 ~Kl.
~ l
~ ~ "'
NQ-2fj 100 s.o 70 N81E, 3fiSE J
.. ~.
~
I<
k
)<;
-160 150
- o. 0 Fresh and hard. Dr!lls 1
Diorne. Fine-grained, NQ-21 100 4.0 97 N42W, BONE J well. Only very minor..,.x >'-,...,
medium dark gray, 1rregu-N 5W, 76NE S wx effects on joints larly foliated throughout.
NQ-22 100 5.0 86 N OE, 44NE J and partings.
, "' "",.,.,_:.t:.
- "F--t~'f": Diabase
~60 Pyrite NQ-2 100 5.0 94 I
'y,>y
- 0:
N7BW, 60SW F 1-x > X N26E, 71NW F.
NQ-24 100 5.0 100 m~~: ~~~J Fresh and hard. Drills! )( ~ x
- 166.
fL well. Diabase Is tan-j"f-.;:*--168., Diabase. tlnbleaohed.
-180 ;:-m maw, assws bteaQhed, but adjacent 1 ~"t: ~~" 170.3' ~;~~~":~ c;~:::he~ ~!~ Fine-NQ-25 100 s.o 69
~
N20E, 70SE C diorite Is not bleached.j+.di:=>Diorlte <ITained Hard
- o. 04 NSOW, 40NE J Slllll't contacts*
.L:!._ 173*8 Fused contact dips ail" NQ-26 100 5.0 100 I
" ~'
r N82W, 4BNE F 1 '
- Oh-. ~-*ro""*
!-lSO N73W, 30NE J x
)'t medium gny.
NQ-27 100 6,0 87 J.
~
N21W, 49NE C
',< 183 5,Icreg11la:r fused intrusive contact
~
Slickensides-Moderately to severe
"~-*~**!Fin~ Diabase. Tan(bleached)throughout.:
NQ-28 100 4.0 61 N55E, 80NW C Apparently wx, Softened. Locally,' t_,.. +'f +coarse welded weak.
i-t4:... <t. x High angle, fused fault ( ?)Contacl:
tt90 SlickeMides
-200 NQ-29 100 s.o 80
.45 N88E, 34NW S I '...:._:_ *
- Fu d Quartzite(?) Thinly follated, -
189.0 o.os Pyrite Fresh and hard. Loo-a~ '. *-
se.
variable dips. Fine-grained,
~~i~: ~~~~ ~
slickensides sliakensided zones
~
breccta medium gra.y.
NQ*30 99 5.0 90 N20E, 64NWJ I"
appear to be old, Re-I _..:,
Quartzite, as above. Well
~00 Pyrite lated to folding, If* * "*
foliated.
NQ-31 100 6,0 88 N88E, 46NW J Bleached Fresh and hard. Lo-Fused !eldspalhized contact
~
NT5E, 21SE J Moderate wx 11 bj t t
~ Tan aphanitic rook-quartz eyes.
NQ*32 N88E, 44NW S
- t!'O::ra~: w~ :.rr,.. ~
Quartzite Bleached (hydrothermal?).
97 5,0 80 Moderate wx on joint surfaces.
x, ~ >
Diorite. Mixed medium fine E-tto N12E, 55NW J Highly pol!Jlhed sl!ck- \\/.;. Grsy quartz diorite. Coarse-
-220 N57E, 12NW S NQ-33 100 5,0 67 N75E, 51SE J Highly poi!Jlhed
- ~l~;.e6~t 113'. Also
~XS<,Y. ~;~::~bed :~:~:!~~~utz diorite and O,Ql!
N64W, 64NE S smooth sltcken-sides, dip 60Q
)'. *" ~
NQ-34 100 5.0 82 NIOE, 65NW J Highly pol!.ahed Hard, but bleaobed
':,~21?.6*
~I N16E, 34NE S 1:-
slickensides throughout to light X X Diorite. Bleached throughout.
NQ-35 100 5.0 87 Slight wx greenish ta.n. PrestnnE 1 '11.., ; !..
to light greenish tan, Fine-Nl2E, 32SE S D
hydrolhermal bleach, '(. X "
grained quartzose.
o NQ-36 NUW, 3SNEJ Hard, but ble*ohed
'~< ~2 22:6.0' Fused contact dins about SO 100 5,{)
91 N57E, 88NWJ 0
throughout. Drills i"l".,_
Diabase. Bleached to light
~
'1-1'
~3
~8 N44W, 74SW 8 Slight wx well. Minor surface + i.,..
greenish tan. Fine-grained _
-uo
~Q-37 100 5.0 52 o.n r
wx etfeota: on joints.
~ +
with darker green mineral N90E, 368 J
.loi.nte a.re not alioken- "" + -t apeckl!ng
- N'Q-38 98 5,0 91 N45E, 42NW J sided.
t-+-
N23E, 76SE c 238.6'.,, *.,..,
,1,
!in 1:-e*
i-Diorite. Bleached. Fine- -
NQ-39 100 5.0 100 y."
grained. greenish tan,
- J( )'<
-lilll.7 ~
BOTTOM OF BORING 1-1-
X Note: High-polish "joint" at 213': strike N45W, Dip 6i"NE 1-t-
E-
~
1-1:-
N
- Sl.t.lldard penet.ro.tlm Noilllamle, blow1/tt NOTES SEABROOK STATION Reo - Length recovered/length oored, %
RQD - Length of oound core -i ln. 1111d longer/length cored, %
PUBLIC SERVICE COMPANY OF NEW HAMPSHmE
!a 8
- Spilt opoon oample Gr<IWldwater YANKEE ATOMIC ELECT!liC COMPANY
~
U
- UDd!aturbod oampleo Q tnlbld 811gi11881'8 *-~
~
s - Shelby tube N-Dea!a011
- ""**'<'<>IP*VI-C.."'n""
F-Fll<ed pilii<Jn P-Plt.ober o-oaterberg G-GEI Date: November 23 1973 Project 7286 D
- Drilling hroak k - Coeftlolent of of......L_I wx
- Weathered, wealherlni:
permaahllicy x: - Oriented core.
PAGE 2
LOG OF BORING ADT J6
BORING LOCATION N1667l, E90280; Offshore INCLINATION ~
BEARING ----
DATE BTART/FINlllH _ _,J:.::llll:::.*:.....c4,'-"'l9'-'7..:.4 __ /
Jan. 7, 1974 CASING ID ---'S::...!!e!n~, --
CORE SIZE 1-7/8 !p TOTAL DEPTH _..,g,..,o.._a._ _ _,ft;:.
DRILLED BY Warren George, lnc. ; P. Scha.~ble J. Harris GROUND EL !MSL) -4, 0 ft DEPTH TO WATER/DATE TidAl ft I LOGGED BY 5p0 - K pglk* RAAk - I R
Band SOIL AND ROCK DESCRIPTIONS rwe~ring, defects. etc.)
(Type, texture, mineralogy, color, hardness. etc.}
1-10
-20
- 1) 1-20 ao TOP OF ROCK 33..
- 2)
~
Pyrite
'( ){ 'J(i
-40 Fresh and hard. DriU.s Diorite. Fine-grained, medlurn NQ-1 100 5,0 53 wen. Minor surla.ce wx X )' ~
dark gray. Generally massive 40 effects on joints and pllrtings.)'; )<. Y 1 texture.
Slight wx
-v;. 'V:
~
Fresh and hard. Dr!!ls i ).
y NQ-2 100
- 5. 2 68 well. Local slight wx
> ¥'
- -so partinga. Partings dip
- v D
to 20°
- Few high angle
/
y.,
joints.
-60 NQ-3 100 5,3 71 Slight wx
~*~~-
Ooen conta.ot dtos 30° 0:;:* Diabase. Fine 1 dark gray f:-so Ooen contact dins 2SO NQ-4 100
- 4)
BS Dlnbase~ Fine, feldspar spots.
Ope-n contact dlps 3tf' E-;o
, Slight wx D
Fresh and hard. Drills Sligh!
well. Joints and ~artings bleaching NQ-5 100 100
-.~.
1"
..._ effect are not wx. Not Diorite. Fine-grained. medium
-80
" ~ '
dark gray. Irregulnrly foliated E-eo 1-throughout~ Some very vague NQ-6 1oo 100
~" >
b1eaclling effects, 84-85 1*
D
~" '
~
'~
NQ-7 100 63 Welded breooia biO Fresh nnd hard. Drills Minor bleaching NQ-8 100 100 7
ve-ry well. Poliohed slick-enaides at 98. 6' on 601 foU-Diorite. Fine-grained. medh.nn
-100 NQ-9 100 80 v
ation plane, Apparent minor*.!2" !__"
dark gray~ Locally !oliated.
Polished hydrothermal bleaching at
){ ';~ ~
bo
/
slickensides 92'
- Joints are clean.
,..::_. ~
Ooen contact dips ali'
~" '
NQ-10 100 80 l
~102.
1 +-<- 1 Chill zone-brown 1-4- ~.t-:
Diabase. Dar\\§ftfr. fine~
+- t-.l-4--..
gra i-11 NQ-11 100 78 lL D
Fresh and hard. Drills r*;~:::;1 Diortt~sed diorite inclusion at well. Joints Slld partings
+"!->
109. a - no. o*
/
SUbve:rtioal show only very minor sur-
!+-+-"+-+ tl Diabase is fine-grained, dark
-120 gray, sub-b!ack throughout, joint face wx e1feots.
Brownish at chilled contacts.
NQ-~2 100 '
75
/
+ +-
b2 D
!,_\\.... "
....1.
- 6) f-'~+~ Prominent It- * +.. ; 1 feldspar NQ-13 100 98 N62W, 61NE J
... t-f" spottjng E
N79W, 25NE J 1"+
b-13
~~~
.. ~~11! ~
Fresh and hard. DrtliB d-t<~-t>;.j NQ-14 100
- 5) sz Minor vuggy well. Graphltic partings t"... t-...
Fused contact dips 71' Chilled NllW, 63SW C GTaphlte 1361 to 138'* appear pol-
~132.
striated
!shed. hlt are not on
'"I Diorite+ Quartzose. Fine-
-140 NQ-15 100 98 N76W, 39NE J planar surlac-es~
"'> ~
grainedt dark gray with irregula!
~
N 'TW, 4llSW J Polished contorted foliation throughout.
E'l4 N78W, 23NE J graphite
't_"' ~
No meaningful dip direction. -
NQ-1 100 87 143.
n
' ~ '
N
- Standard penetration """illtanoo, blowo/11 NOTES SEABROOK STATION Reo - Lel>gth 1'6covered/length cored, %
- 1)
WIUihed thTOUj!h soil to 33.5 ft.
PDBLIC SERVICE COMPANY OF NEW HAMPS!IIRE RQD
- Length of ooo.nd core 4 Jn, and IOIJ&'er/l""gth cored, 'l\\
No sample taken~
!i! 8 Bpltt opooo.. mpla i
Orou.ndwater YANKEE A'I'OM!C ELECTRIC COMPANY
§ u
- Undllllurbod oamplea
- 2)
Roller bitted to 34. 8 ft.
5 Shelby tube N-DoDIIallll 3}
No clays present, therefore. no tl tniiBd 81IQII181118.., **,,. __
- -""'"""'-~~
F-J'll<ed pill too P-Pll<lher water ooutento were determined.
0- O.lerberg G*GEl
- 4) Drlll!Dg rate* for NQ-4 thTOUgh Dl.te: Janua,y 14, 1974 Project 7281 NQ-13 are 5 to 7 minutes por ft.
D
- llrllllnll breok k - Cooll:lctent of
- 5)
- ~i~!::~:'fo !~~~.
I LOG OF BORING wx
- WN.Ihered, weat.borlnll p&J:meabillty PAGE 1
of 2
ADT 16A
BORING LOCATION
_.!:Nl!-:6!:!5~7.;:;1,_,,::E;::;90;;::2:,::B;::;O,_; O:::.lfB=h:.::o.;:;re::,_
lNCLINATION ~
BEARlNG ----
DATE START/FlNISH _J!!!an!!!!.*..:!4:a.*...!lc!!9.!.:74'--/
Jan, 7, 1974 CAlllNG m __
3"-"in:.:.*--
CORE SIZE _.;:;1;.;.-7:.L/.::B...!tn,..'--
TOTAL DEPTH _
_:.24~0:.:,;.32,_......-f!!:.t DRILLED BY
- w.
Ina.
- P, Schaeble J. Harris LOGGED BY Soil-K, Polk; Rook-J. R. Rand SOJL AND ROOK DESCRIPTIONS (Weathering, defects, etc.)
(Type, texture, mineralogy, color, hardness, eto.)
~**~--~--r-~---+-----,r-~r-----~~~~~~+---------------------~~--------------------~
I JiUl: iW£i"' tJ Fresh and han!. Drills I" \\_'.,1
-160
-180
-200
-zao NQ-17 100 bJ.50 NQ-18 100 NQ-H 100 8-ao NQ-2C 92 NQ-21 85
- '17( !NQ-22 98 NQ-23 100 NQ-24 100 NQ-25 100 fQ-26 100
~90 fQ-27 88
!NQ-28 102
- -eoo ~Q-29 too
~Q-30 100
~10
~Q-31 98
~Q-32 100
- -a* ~Q-33 93
~Q-34 98
- -zs NQ-3!
92 NQ-3 100
~ NQ-S 83 100 100 92 lot 87 100 100 IS Dl 78 lGO N45W, 27SW J very well~ Joints and
>~ v"< "'~""~~.Orient N60W, 25SW J inga are fresh, not ens ide d.
- )'. } ')I-
~' '
')( y..,
Dio:rite. Fine-grained" dark gray quartzose. Irregularly -
foliated throughout.
N25W, 56NE J N61W, 35SW J N84E, 67SE F N11W, 18SW S N23E, 50SE F N47E, 76SE F N25E, 76SE J-
~5g~. i~~ i. '
N74W, GONE J NllE, llNW J N 6W, 24NE J N21E, 20NW J N71W, 37NE J N36W, Vert.J N 9W, 63NE Bill: lrll\\1 N36W, 60NEF N2BW, 52SW S N lW, 51SW P N49W, 29SW J-
~n~: ~~~~
N58W, 58NEC N32W, 36SW J N SE, 668E J
~~;~: 1!~3
~3~: t~~~
N72E, 65SE J Foliation On foll-atlon Grout talc Freoh Fresh and hard. Dr!lls well. Joints and parting~~
alean, Tends locally to part on high-angle foliation.
l' *
" ' ~
~ l\\
'.,. )
~...,.
Diorite.
~*me-grained, dark-gray. Irregularly foliated throughout.
.:X:)< '1' Minor Diorite. Coarse-grained,
'!< 1< Bleach light greenish gray grana-Shows minor greenish hydro-W diorite. Some minor hyd"ro-thermal alteration thennal b1eaching. Hal'd. :t\\*,: ~
Fresh and hard. Bleached locally hydrothe nnally.
Joints and partings are not slickensided,
- ~*y
Diorite( ) Fine-grained, med
.;_' -).:-/ Ooal'Be
~':::rt~'j!; f,jY
- May be J,i <:t1190, 1 Veined contact dies 6ft' r t- +
O!ahase. Fine grained, bleached
- - r Bleach tannish gray. Bleaching digs
+-+ +./:
out at about 196.3'
- Seoomes Diabase. Fine-med. dark
(!1=0..;!' dark gray gray. Fused contact dips mf Not wx. Subject to hydro-
\\'>< >< )' 198. 8 thermal alteration. Bleoch-'1 " )<
Bleach Grnnod>onte. :*t~::n *
- lng. Joints and partings not ~
Possible fault-coaraeh-gralne
- lb.. t sl!okenatded.
Y..,. '>' tight tannls gray *
,Y.-,'>' Y Bleach ll<,;~';:' Fused fault(?)
t',*. '>< Quart*!te
(?)Diorite. Fine-
- n' ""
grained llght brownish Fresh and hard. Drills well., y v Quart~-feld-gray.
~.';."; spar peg.
Diorite-granodiorite.
~ " '-i " Bleached Medium to mediUm-Locally bleaobed (hydro-
~ ~ "
fine grained, light tan"":
thennal alt.eratlon) but le not\\< ~;
nlsh gray (due to hydro-materially softened.
- > Bleached thermal alteration),
!)<"
- X 1
Locally Wlbleaohed.
F-resh and bard.
rzi::i: Pegmatite f ~
Bleached diab!U!e Fused contact dips at
",.... 11230.
~,.,. Bleached Diab.. e. Fine-grained, r.f. + J Not light tannish gray.
- !. +.'JBieaobed DlabW!e. Dark gray *
.;-+"\\'
BOTTOM OF BORING N
- Standard -tratloaol.,........,,, blows/fl.
lleo - lAIDgth :reooverecl/lolqth cored, %
BQD - I..ongth or aOWid oon 4 111. Uld t...,.r /length oared, %
9 8
- Spl!t apoon Blmplo J Or<lWidwater
~ U
- UJ>dl.oturbed 1ampl*1
- 1 S - Shelby tube N - Dtml.ocm F-FIXed p!Jitml P - 'Pitober 0- O.terberg G-Gill D
- Drlll.lllg break k - Coefficient of wx
- Weathered, weathering permeabUtty NOTES
- 8) Thle IB only a partial list of dip and strike data.
x - Oriented oore.
SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHmE YANKEE ATOMIC ELECTRIC COMPANY t/1~.~!!!~*--
Dal.e1 JanuaiY 14, 1974 Project 1286 PAGE 2
of 2
I LOG OF BORING ADT 16A
BORING LOCATION Nl6545, E901B5; Offshore INCLINATiON~ BEARING ----
DATE START/FINISH _.:.Jan='-'8""-'1"'9;.:.74.;.__/
Jan. 14, 1974 CASING ID _ __,3'-"'in,_. __
CORE SIZE -"'1-'-'7.t./8"-"!n"-.--
TOTAL DEPTH _..:2::!.40::.:*.::0 _ __,!;:.t DRILLED llY Warren George, lnc. i P. Sohaeble, J, Harria GROUND EL fMSL) -8.3 ft DEPTH TO WATER/DATE Tidal ft/
LOGGED BY Soil-K. Polk; Rock - J, R. Rand EL.
SAMPLE RATE C~~u~ erRQD PRESSURE TEST s;~r;!;,.~:!;
MSL Depthl'I'ype N
OF Computed J ~Joint SOIL AND ROCK DESCRIPTIONS and
'or
- ADV,
.1!11!!!.
k C m Contnct ft ft No, Reo. min/ft Graphic psi 10 - 4cm/sec B; Bedding
<Weathering, defeotst etc. i f1Ype* texture, mineralogy_
oolol', hardnat~s, etc.)
-8.3r---r---r---r---r---~------~o~o~------~~s~=~~sH*,~~~~----------------------------------------------------~
10
-20
- 1)
~0
- 3)
None 36.~2f--j---t-4)-r---1::::::::J----t~T~O~P~--t-~O~F~R~O~C~K._-t~t:~~---:--=-=::--~:-::~~~~-----:~::~===:::~~==~~
~ 2)
- 4) j,."' }".,.
~O Pyrite Fresh and hard. Drllle
- ; ~
Diorite. Mixed flee-grained NQ-1 98 93
-60 NQ-2 100 90 NQ-3 100 79 v
L£
-80 NQ-4 98 94 NQ-5 100 100
-100 NQ-6 100 100 l-10 NQ-7 100 93
~H
-no NQ-s se 97 120 NQ-9 94 93 NQ-10 9'1 93
_140 ~30 NQ-11 98 87 NQ-1.2 100 100 N79E,31NW J N45E,66SE J N42E,58SE S N29W,30NE S N59W 141NE J N50E,76SE C Manganese D
Foliation vezy well, Vezy minor
., ~,,.
foliated dark gray diorite In surface wx effeats on joint~'<~~.'~;
medium-coarse-grained.
and partings, No sltcken-1>)<""
medium gray granodiorite.
sides.
x,_.c 10 ~::
FoUation in fine-grained dlo-x"ix rite Is wavy, Irregular,
> )o; ",t
'<)t"'t
'l()(..lf"'l.
)('!rl'._
~
)f'ol.'ll)l Fresh end hard. Drills
,...,. )I 'r very well. Mtnor aurfac
.. >x:; 'II wx effects on joints and partings. Not sliokcnsld
~, ~,
y>>
).)( '~"""
I "".
~
r + t-1"'T
+-t-.....
+-r >
Diorite. Fine-grained, dark...;
gre,y, Internally complex fold-
- Ing, ery nne-gramea, tni!Uy anu-n.atedt wavy, drag-folderllami-
~ae. Plnk!Bh brown and dal'l<
gray foliation. Chert ( ?) or 5* ~~efasiltstone.
. Chert. as ahove. Conbct dlos 55" 8, 7 D!llOaae, Fine-grained, dark '":
gre,y, No bleaching.
Fresh and hard. Drills vezy well, Very minor surface wx affects on joints and partings, No allokenaidea.
~
6*11Fused contact dips 5~
!1!: ). 'JI.""
Diorite. Fille-grained1 medi~
dal'l< gr1g'. Locally vagoely
- .,.: y.'>\\
foliated. Pyrite disseminated...;
'I.,_ )t
- locally, Polished Fresh and hard. Drllls
";" ~
- sllck~nsldes vecy well, Small pollal ~ "' ;
Diorite, Fine-grained, medlullt dal'l< grar. Fair!¥ massive.
on 20 partings ed slickensides at
~ *
- 96. 6-99.. 7' on low-angle partings. Not
~ \\'"
- bleached.
~
- 11. 61 Open coo.ta.ot dips 20c
-t"r ;-
Diabase. Fine-grained, dark
- -r.-t" 1!1'~* Not ble110hed.
Pyrite I +t-T
~-...-~
D Fresh. Not bleached.
I -~".,_+-_.........
Slight ollsh Hard. Drills well. Joints,+.,.-+;:. t_
- Fused contact dips srf
~
P ore fresh to vecy minor ~
122. 2 Diorite. Fine-gramea, meal""!:
etniace wx effects. Not ;'\\
"~~..,)1.:
dark gray~ Contorted [ollatioo":
slickensided.
- - * ~
1 1
1 1...... ~-*
~
128*4,Irregu ar intru~ ve eon ao '¥'> 711":'
D Dlabue, Dal'l< gray, fine-N79W,SSNE J
,... +-<-t grained. Not bleached.
N34E,69NW c Fresh and hard. Drllls !;-.,..,. 't
.. '!' t r
N31W,67SW S Chlorite-some joints and partings, >,.. *.,.
Diorite. Fine-grained medium N2sE, 34NW c well. Minor chlorite on ~+
!"'~,. 37_1, Jagged Intrusive contact-fused.
~:~N:Q~-!ta~t!oo:_~--4-~9:o-+-------l+r----~------~J~~~~=~~~~!s~~N~~~~~~~*-tr_I_M_*_d __ -JN~~~pwol~t~**~ed~*-N_o_t_w_x_. __ l-~~~~~~~JL ____ ~t"~o~lr~atu~~~~-J QW>,'~w~*~~u*~~~u~~~a~~~~~-*---i N
-Standard pe~~etratlon realstanee, blowe/ft Reo - Length reoove:red/length oared, %
RQD - Length of s0011d oore 4 in. and longer/length cored, %
i s
- Split apoon 88mple
¥- Groundwater EJ U
- Uedl.eturbed sample*
el S - Shelby tube N - Dentooo F
- Fixed piston P - Pitcher 0- Osterberg G-GEl D
- Drilling break wx
- WeatheNd, weathering k... Coefficient of permeability NOTES
- 1)
No samples token.
Z)
Roller bitted to 38. o ft.
- 3)
No clays present; therefore no water contents were determined.
- 4)
Drill time fur entire boring from 8 to 15 minutes per foot, x - Oriented core SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHD\\E YANKEE ATOMIC"ELECTR!C COMPANY II!.. Ulbdllt¥!181!18.-..........
1.;'1.................,.....,_,~
Date: April 11, 1974 Project 72Se PAGE_;__of_L_ I LOGOFBORING ADT16B
BORING LOCATION N16545 E90185l Offshore INCLINATION ~
BEARING ----
DATE START /FINlllH _...cJ:.oan=. _,B:.t., _:1.::9.:_74:__/_.!:.r.:an:.::*:...l!..4"-'1"'9c:.74;:__
CASING W __
3"-"'in"-. --
CORE SIZE 1-7/8 ln.
TOTAL DEPTH _.:;2:!!40;,:,..0;:____:!t;=.
DRILLED BY V/arren Geor.:e. Inc.
P, Sohaeble, J, Harris GROUND EL (MSL)
-8.3 ft EL.
SAMPLE RAT!
MilL Depth' Type N
OF and or ADV.
n ft
- No.
R~c. min/f 142.4 ::1 100
-15 NQ-1 100
-160 NQ-1 100
~6 NQ-1 100 NQ-1 100 17 NQ-l! 100
-180 NQ-2( 100
-18 NQ-21 97 NQ-22 100 19 fNQ-23 lQO
-200 fNQ-24 100
~0 NQ-25 100 NQ-26 100
-220 :-el NQ-27 100 NQ-28 100 E'£2 NQ-29 100 NQ-30 92
~3 NQ-31 100
-240 NQ-32 100 NQ-33 100
- -'J4 DEPTH TO WATER/DATE c~~}:~lh-or RQD PRESSURE TEST c;omputea IE!!!.
-4k I Graphto psi 10 cxn/sec 00 100 100 100 88 98 73 100 97 97 100 88 95 100 90 98 58 90 97 100 94 f
Tidal ft /
STRIKE, DIP F = Fol!a\\lon J =Joint t:r: i')l
~=~~~;:-~ 8 ~
S ~ Slickensid N3GW,58NE S N35W, 34SW C N13W, 38SW J N26E, fi3NW J N72W, 51SW F N36W, 41NE S N26W, 51NE S N62E, 52NWS N7BE, 68SE J N,tiW, 21NE S N82W, 76SW F N31E, 34NW S N 6W, 41NE F N29W, 32SW S NSOW, 52NE J N59E, 76SE F t
N41E, 43NW,J -
N OE, SaNE F N63W, 50SW J N72W, 71NE J N86W, 35SW F N89E, 80NE S NBBE, 51SW F N46E, 60SE J
~~~r: l~:.: ~-
N25W, 42SW J N32E, 57SE J N79W, 47BW J N75E, 49!\\'W F N22E, 31NW J N52W, 33NE J N32E, 41SE S N52E, 52SE J N41E, 36SE F N80E, 71NWJ Nm: g~~~-
BOTTOM OF BORING
~
N
- Slalldard penetratlotl rea!Jitanoe, blows/It NOTES Rec - Length reoovered/length Ool'<ld, %
RQD - Length of aound core 4 fn, and looge~/length cored, %
IS 8
- Split opooo sample
¥ Gl'OWidwater
!J! U
- Ulldllllurbed *ample*
o-1 S - Shelby lube N - Dtmiooo.
F-Fixed pl.stou p - Pilcher 0- Osterberg 0- G:EI D
- Drilling break k - Coell'lolent of
- We&\\Mred, weathering permeability
<t> OI!IDT'!IICHNICft.L BNOJNEB.R8 JNC.
LOGGED BY Soil-K, Polk* Rook-J. R. Rand SOIL AND ROCK DESCRIPTIONS
{Weatbering 1 defects, etc. }
(Type, texture, mlneralogy, color, hardness, etc.}
CONTINUED Fl\\OM PREVIOUS PAGE Graphite-polished Minor polish Graphite Graph lie D
D
)1-)('1.)'
~
- 47. 5.0r>en contact dips 32° Fresh. Hard. Drills ~
50,4 Diaba.ee, Dark ;;rav.
well. JointB and parting~ 'll.,.. ;..
Open oontaot dips 35 are not slickensided~
1;....,..... ""'
Diorite. Quartzose. Fine-
!.,.. " '¥ grainedj medium dark
~ y..,.,. ~'~~..,
WavyJfoliated. Steep lt'1o')o.',.4
"'I
~"A
'1....,.......,.
~
"1 )l."' Fused,
~: :'>~ welded Diorite. Fine-grained Fresh and hard. Drills well, Joints and parting show only very minor su face wx effects, Minor bleaching at 169-170'.
- .;-...'<.
- breccia
"'-Y.+..J'i.
Blen.oh
)l(. ?-'ll~ Bleach X't-"1!:.<
')(..,:')It~
1'1;.7)1,,.,
';,.)! llt
)< )< ~
dark: gray. Irregular wavy loliallon. Slightly bleached, medium-grained at 168' and-1691. Fused contacts.
l('i<*....,
Fresh and hard. Drills
>
- Y very well. Not slick-
~ ~"'..._ "'lll~
ensided.
- 'J:,. 'II Fresh and hard. Not ellckensided. Drills y **
lt')o.,.,..
y
- t-; y"'
...,.. ~""
Yi"'w';ol)t X X"Jo<;
._.. ')l)f Diorite. Fine-gre.1ned 1 medium dark gray quartz diorite. Vaguely to widely foliated throughout.
Minor slick-well. Only very minor l' ~
.. ~....
)<'>()<I surface wx effects on 1;r~v; Diorite. Mixed fin<,-grai1oed:j dark gra,y quartz and medium~coarse, medluni gray granodiorite. !.<>Cally foliated.
ens ides Pyrite joints and partings.
!)( >t '/('li"'J 1:;;;;::;!
~~..,..,.Y-jl.
Mmorwx
'l"?- )C,.
r'ine-grained, dark gray.
Surface powder
- ~.,.
v v 225 9 Fused contact dips about 60° Fresh, but bleaebed by X )<. )<.
Quartz diorite. Granodio-D hydrothermal alteration.
')( )<
Bl h d rile. Medium aoarse-Not wx. Not sllekensideJ X "1'-)< th eae he t
! y.. }-!.
roug ou grained, medium light Fresh. Blenched. HigbJ )( )< )1, greenish-gray. Feldspar angle veinlets.
striated-a llokensldes
')( )t veining is tight, 1<'1< ""y 'x ! Bleached Not polished Date:
PAGE
X)< y SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHmE YANKEE ATOMIC ELECTRIC COMPANY u~.~.~*-~
Aprtlll, 1974 Project 7286 of I LOG OF BORING ADT 16B
BORING LOCATION Nl6493, E90257; Offshore INCLINATION~ BEARING ----
DATE START/FINJSH _ _:J:.:an=*..:1.:;.4,_,..:19:.:7...:4_/_.:;.J;::an:.:*...;l:..:7.!.'...!1..:9..:74:.__
CASING ID __ _,3_,in!!!--
CORE SIZE 1-7/8 in.
TOTAL DEPTH _ _,2,3"'8'-'. 5,_____,!t"-
DRILLED BY Warren George. Inc,* P.Schaeble J. Harris GROUND EL tMSL)
-5.5 ft DEPTH TO WATER/DATE EL.
SAMPLE MSL Depth~~Type N
and or ft ft No.
Reo.
-5.5
-20 r-10
- 1) 23 NQ-1 100 NQ-2 100
~S:i 188
- ""30 NQ-o 100 RATE C~~f~~ orRQD OF ADV.
~ln/f1 Grapblc s.o 8.0 8.8 o.o 9.3
- 2)
None 46 33 0
0 33 PRESSURE TEST J!l!!!!.
computed psi 10 -4o':n/seo TOP Tidal ft/
STRIKE, DIP F = Fol!atlon J =Joint C =Contact B =Bedding OF ROCK Striated-rusty Minor rusty Note: Bleached LOGGED BY Soli-K Polk* Rook-.! R Rand SOIL AND ROCK DESCRIPTIONS Fresh and hard. Sub-X x,f ject to minor surface
~..J..Jj.
{Type. texture. mineralogy, color, hs.rdntHU:I. etc.)
Diorite. Medium coarse-grained. medium gray, wx effects on joints
~ ~ )f,.. ~
and partings,
~30.3;-' -----------""!1
-40 NQ-6 83 0,0 61 diabase. At 31. 4' x,~"tt-*;
3144'--,niabase. Tan bleachedr
!~Y,":><)<:36, 5nlnrlt~o:,~~:l:emeu, mpe uo a~v.
+..,.t;_ ;;.
Diabase. Dark gray. Fine.
_ 40 NQ-7 100 8.5 NQ-8 100 1.2 NQ-9 96 O. 7
-so
-60 NQ-1 100 0, 0
-so N.Q-1 11 100 B.O NQ-12 100
- 0. 6 NQ-13 100 9.4
-70
-80 NQ-14 100 0.0 NQ-15 100
- 1. 0 NQ-16 100
- 7. 0 NQ-17 100 8.4 NQ-1 100 11.6
-100 NQ-1 100 9,8
- -10
!1Q-20 100 10,2 NQ-21 100
- 9. 6 NQ-22 100 9.4
-120 NQ-23 97 8,2
~20 NQ-24 97 o, 6 NQ-2 100 11.4
~30 NQ-2 100 8,8
-140 NQ-2 100 8.0 NQ-2 100 8.4 67 69 85 83 62 80 s r;; 11 VI/;
75 53 50 62 47 16
~
[
50 43 78 85 28 53 27 N
-Standard penetrat1011 re*l.elanoe, bl<>Wll/ft Reo - l.Amgth recovered/length cored, %
RQD - Length of sound core 4 In. ud looger/lollgth cored, %
12 S
- Split epoon eamplo GrOundwater S U
- Undt.lurhed eamploa
..:I S - Shelby tube N - Dtmllloo F-Fixed pl.oton 0- Ost.arherg D
- Drilling breok P-Pltoher G*GEI wx
- We!lth8red, weathering k
- Coef!loleDt of penneab!llty
<t> ~NtCAL EN01NEER91NC.
is fused fault surface.
~~tw. ~~~E ~
N43W, 72SW S N67W, 27NE S 1-
~mr:mJ~~
N74E, 55SE S
~8:~: ~~~~
N80E, 54NW S N54W, 51SW F N64W, 67NE S N16E, 22SE J
~aZw. Wi"i~
NBOW, 27NE J N22W, 54SW J NB2E, 31NW J N 4W, 38NE F N61W, 33NE J N78W, 36NE J
~lg}Y* ttfl ~
N44W, 67NE F N21W, 52NE J I-N2~ 44SE F
!Uow: UIH!~
NOTES
~i~; ff~~
NSOW, 66SW J N62E, 14NWJ N50W, 18NE J N76W, 60SW S N36W, 54NE S N BW, 38NE J N27W, 47NE J N52W, 46NE F
~8~~.1~~~
N15E, 40l>"W S 1-Calcite vein Minor rusty Manglllteae Minor rusty Minor rusty Pyrite Manganese Striated D
Pyrite Minor chlorite Minor chlorite Minor oblorite Pyrite Pyrite
- 1) -Washed through sn!l 0-23', No samples taken.
2l - No clays present; therefore no water contents were determined
- x - Oriented core:.
tf:...-::40* 9,0pen rusty contaot dips 3~
Fresh and hard. Mlnor Diorite. !*'inc-grained, dark -
rusty wx effeots on gray. Vague wavy foliation.
some joint and parting I
'1-surfaces.
- t 'lt ""1""
I
~ >
y I *
~
y y
- r:~;n! h::~t~:';r 1
~~ / ~
joints and partings.
.,...... ""-)1.
Diorite. Fine. medium dark gray.
D!or!te. Fine-grained, dark _
gray. Fairly massive.
Not slickensided.
I"' : "',,l66.4' Fused contact dips 20o
,.,.+.... 1"-t-69*2, Diabase~ FlneJ dark gray~
~ Rough open contact dips 40':)
v"',_" >'
Diorite. Fine--grained, medium:
~,. 1 tjark gray.
".,. '1\\
)
Fresh and hard. Drills., -;-.,;
well. Jomta and part...
'It lngs show only minor "W! y-"".,"'
surface wx effects.
_. v v Partings are not allok-11 "
ensided. No bleo.chtng. 'Itt....,.,.
~
~.
~.
~
~..,.
Fresh and bard. Some l" "' '1 minor chlorite on joints)('"' lo. >.,..,.
and partings.
... )<
Y'lt')C""-)Io.
Fresh l!lld hard, JointB
~ * "
and partings not sliok*
)I * 'II enaided. Show m inol'
<,-,."J.
surface wx effects, Fresh and hard. Drllls " ",.
well. Some joints show" "'.., 'j minor surface wx er-
- r. ~ "'1't feats.. No bleaching.
ltv."'
')I'JI.}I:'
,.,. ~
')I;~~)
')t)'~)
Diorite. Flne-grained, medium:
dark gray. Looally shows vague wavy foliation.
Diorite. Fine-grained, dark gray, Vague wavy fol!atloo.
Diorlte. Quartzose, Fine-grained, medium dark gray.
Locally vague foliation textures, Diorite. Fine-grained, med- ~
tum dark to dark gray. Quart-zose. Vague wavy foliation fabric throughout.
Fresh and hard. Drills U!...lW!
(jp(,n contact dips a'f' verv well SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHmE YANKEE ATOMIC ELECTRIC COMPANY ll'..fl U1lt8d 8111)11188111 *-~
~
- -~~*-"'"""'-~
Date: April 17 1974 ProJ.,.,t 728e PAG!l or I LOG OF BORING ADT 16C
BORING LOCATION N16493, E90257; Offshore INCLINATION~ BEARING ----
DATE START /FINISH _ _;J::an=, _:1;:;4!...'.:.19::;7:..:4'--/_.;.J.:;;an;;,;._1;;,;7,_,..;;1;.:9.:..74;;__
CASING lD ---'3"-"ln:.:*--
CORE SIZE _,;1c;-.!.7/!..!8!...i;:;n"-' _
TOTAL DEPTH -.!2~38~*.:!5---'ft!!..
DRILLED BY Warrt!n George, Inc,; P, Sohaebl.e, J, Harris GROUND EL iMSL)
-5,5 ft DEPTH TO WATER/DATE EL.
-160
-180 200
-220
-240
&M>U "'J w*r 0 ~"D "'"~"=
Depthl'l'ype N
OF c:omputed and or
- ADY, J!i!!!!;
k ft No.
Reo, P,in/
Graphic psi I0-4cm/sec ho 1113.
NQ-2 100 10.0 92 15 NQ-3 98
- a. s 95 NQ-3 100
- 9. 4 n
E't60 NQ-3 100 9.0 73 I
NQ-3 100 8,2 82 L7
~
17 NQ-34 100 9,0 65
£ NQ-35 100 7.2 87
~
'"'18 NQ-3 100 8.5 79 NQ-31 100 9.6 98 0
i9 NQ-3 100 8.2 80 NQ-3 100 9.5 47 t:"'l0 NQ-4 100
- 9. 7 50 NQ-4 100
- 8. 9 23 t-£to NQ-4 100 9.0 45 NQ-4 100 9.1 58
..220 NQ-4 98 9.7 90 NQ-4 100 8, 6 82
..230 NQ-4 100 9.5 90 NQ-4 93 9.1 93 pm.s 1:-
BOTTOM 1-1-
to to Tidal ft I STRIKE, DIP F ~Foliation J z Joint C = Cantaot B =Bedding
.0 ~Olio" N82E, 22SE S N20E, 56SE J N59W, 52NE J N69E, 336E J NSOW, 43NE J N66W, 69NE F
~;~~' ~~~E g N26E, 66NW J N26E, 64NW J N54W, 62NE S N58W, 44N~~
~9fl:~l~
N 4W, 18NE J N41E, 35NW J N44W, 84NE J N63W, 55SWF !=-
N45E, 73NW J N32E, 34SE J N16E, 39SE J N63E, 35SW J NS2W, 43SW J N58E, 18NW C N83W, lONW N78E, 65SE J Nl'TE, 41SE s N53W, 70NE N46E, 45SE J N 1E, 34NE J OF BORING
~
1-N
- Standard penetration resistance, blows/ft NOTES Reo - Length NooveHd/length cored, %
RQD - Length of sound core 4 ln. and longer/length cored, %
il S
- Split spoon a ample Groundwater
{!3 U
- UndiBturbed oampleo
[:1 S
Shelby tube N - Den!aan F-Fixed piston P - Pltober 0- Osterberg G-GEl D
- DrUIIng break wx
- Weathered, weathering k - Coefficient of permeability X
Oriented OON.
x-oriented core.
~
LOGGED BY Soil - K. Polk* Rock - J R. Rand SOIL AND ROCK DESCRIPTIONS
!Weathering, defects, etc.)
(Type, textu.re, mineralogy, oolot', hardness, etc,}
CONTINUED FROM PREVIOUS PAGE
.... t-+'
Joints and partings
+-+--t-*
Diabase. Fine-grained.,
not slickensided.
-t~:
dark gray, Grsdes to rne-dium-grained at 145 1 *
+ -t--! Feldopar Becomes white feldspar,-
,+.+ specs speckled at 151 '.
~
"-; t;+ throughout Fresh and hsrd. Drll!e tt" well. Joints and part- ;..,!++
Diabase. Fine-grained, -
!ngs locally show
+-+ +-
striations, ~inor dark gray.
slickensides.
.,_ + +-t:
Open contact dips a!l'
- Striated,
....... + 166 Striated
..:!:...:l:..t; Diorite. Fine-grained, x,..,. ~Diabase, medlllm gray. Quartzose-
<;.;- *.,.. fused diabase inolusiun is lrreg Fresh and hard. Drills:: ~)
ular ~ fused.
very well. Joints and 1 14... :"',....
6" Jm~~Lodlorlte at bsee partings fresh.
- . )(.,._;'171'.
Fund oontaot dips 7('/'
~~
Diabase
- Fine-gra!ned, -
Open joint.
... +"~J.-
dark gray with oaloite Ca.!oite coated
); ~+
phenoccysta 1831 to 186'.
1+- ;- -t' Calcite I '!" ;...
- opeekllng Fresh and hard.
I"._ *.
~
....,.. ~
Diabaee, as above.
Drills well. Sam<>
Chlorite striated chlorite on ~ Ooon Q
fl;-'z:194.S ooutoct dips 14 Chlorite joints and partings.
~ ~
1 Pegmatite Diorite. Fine-grained, Sllppecy
, 1 )<
medium dark gray quart-
~ ~ )'
zoae. Fairly well foil- _
Chlorite
'11. )I.)'
oted througho<tt, Rough
> ~ ~
Irregular joints n"-'
Freeh and hard
" " " Pyrite Prominent pyrlte min-Calcite, pyrite throughout. Joints
~
Brecola-fund eralizallon with calcite.
on foliation and partlnge show
" * " with oalolte.
Flu!ed breccia at 206, a::
only m.lnor surface Y'"')<'
210,4'.
.. "-~
wx effects. Fresh and hard, Minor eul'- *.. ~;; 217" 4 FUlled ccntaot dips 5° face WX effect. on r'".:::" Brown ohUl zoM. Not bleaobed. -
striated partings.
r-; -t 't Dlabue. Fine at top
- chlorite-
- +-t-1" slickensided Dlabue
- Medium-fine Fresh ond hard. Dr!llo *.., +
- grained, dark grny with hslr-very well. At 235.5* * ~ + t ltne calolts veinleta
- Calcite becomes b!e.,hed r.f+t-
.. ~*
lined gradually.
I. f-f-f-
\\. <- ' 235. 5' Rook gradually becomes I. t-+...
~';,'!?h~~!:'eltlonal contact VA!nlet-no oalc!te
- ,.,:t.t.
SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHmt:
YANKEE ATOMIC ELECTliiC COMPANY
.... U'llbld *--*...--~
...,............ 0(1!1~~
Date:
April 1?, 1974 Project 1288 PAGE or 2
I LOG OF BORING ADT 16C
BORING LOCATION Nl66001 E90219; Offshore INCLINATION Vertioai BEARING ----
DATE START/F!NJBH Nov. 10 1974 I
Nm. 14, 1974 CASING Ill 3 tn.
CORE SIZE l-7tB in.
TOTAL DEPTH 241.4 ft DRILLED BY Warren George 1 mo. iP. Sohacble J. Harris GROUND EL (MSL) -7.g ft DEPTH TO WATER/DATE Tidal HI LOGGED BY So!! - K. Polk* Rook - J. R Rll!!d EL.
SAMPLE RAT~ c'(j~f~~ orRQD PRESSURE TEST STRIKE, DIP
~gj SOIL AND ROCK DESCRIPTIONS F ~Foliation MSL Depth Type N
OF Computen J =Joint
<~<;;i (Weathering, defects, etc.)
{Type, texture, mineralogy, and or ADV.
Jmlll.
10- 4c~leec C =:Contact 8~
oolor, b.ardnese, etc~)
ft ft
~o. Reo.
ln/f Graphio pel B =Bedding
-7.8 no S ~,ql!nkAnoirl,
- 2)
None 10
-20
- 1)
~0
~0
-40 38,0 TOP OF ROCK
~0 NQ-1 100
- 7. 0 19 v II Mlnorpol!ah
_!~ )(.,.
D4orlte. Fine-grained,
~
~
Fresh and hard. Closely!'~..,.....,.
'Jf<.
d.ari< gray. Vaguely fall-NQ-2 100
- 7. 0 46 Minor polish spnoed high-angle joint& l"' /:
Joints ere pol!sbed at ated lhr<>Ughrut.
NQ-3 100 5,0 52 42.3' and 44.5'.
!.,... )'
)1.
~0 Vertical joint
""',.. (
.,..1"-,..
-60 NQ-4 100 6.0 48
"',..lo..c:
~
~... ~,. 53.81 NQ-5 82
- 5. 0 53
~4~fl 1*III.abue lnclusl011.
r Froeh and hard. Drills y
NQ-6 99
- 7. 0 35 well~ Polished surface....,. """'4 ChlllOKI, fused, undulating
~60
""' '"'*"". " j oontO<Jt.
' "~
D4ortte. Fine-grained, I
~ "
dall< gray. Quartzose with v '<
otoop, undulating foliation NQ-7 I
1.,"'"
100 6,0 76 Polished lhrou.gbOI.tl.
i-70 f
ellokensldee Fresh and ho.rd. Drtlla : ~"~-~ 'IO.. &* Fuaed O<Kltact dtns 52°
-80 at 70.1' well. High-angle Joints T;! J: IChm '"""'.
NQ-8 99 6.0 79 I
are smooth. planar.
+ +
r Diabase. Da.rlc gray, fiDe-I
- ~***oo.*.,.
--~
........,. *~~-*
surfane wx effects.
+ t-m::r*ts* Generally finely rso 7
+-1-1-+
oalolt!c throughOI.tl.
+-t-l-
I
+-+-
NQ-9 100 74 Oomaot dips 4.f/'
6.0
~86.8
!-so Fresh and hard. Drills "' ':... "I D4orlte. FIDe-grained
~
very well. Some joiDts k: ~ *,
-100 I
are fairly smooth,
)l
~
dall< gray. Qwortz"""'
NQ-10 100 6.0 79 l-Smooth some pyrite coatings
" )i >'"
D4ortts. Fine-grained, I
on joints.
- )>.
~.,_
dall< gray with vague foil-tMay be "" Impure r-10 1
)...,.. :
quarblte? ?)
- ~
NQ-11 100
- 6. 0 79 f
Pyrite-minor polish
.~
~
NQ-12 97 7.0 67
- " ~
Diorite. Medlnm-flne Fresh and hard. Not 3? ~
i:*m Smoolh bleached. Joints are
- ,. '/:,
grained, mediWll dari<
-120 j
joints charaeteTistioalty plan- ~ i ~ ~
IJ!'t,y. Local zones of fine-NQ-13 96
- s. 0 62
- "12c NQ-14 100 s.o 66 NQ-15 100 11.0 33
- -13(
v
-140 NQ-l 100 8.0 so r>>
NQ-1 100
- 8. 0 72 E*w NQ-H 100 a.o 27 p.44.s N
- Standard penetration resistance, blows/It Reo - Length recover<~d/length cored, %
RQD - Length of SQIUid core 4 ln. and longer/longlh cored, %
Si! S
- Split spoon sample
¥, GrOWldwater 1!J U
- Undisturbed sample*
!:J S - Shelby tube N - Denlaon D
F-Fixed platon P - Pitcher 0- Osterberg G - GEl
- Drllling break
- Weathered, weathering k - Coefficient of penneabillt.y
<t> GEOTl'llCHNtCA.L ENGINEERS INC.
ar. Smooth locally
- ~ ~ ~":
show high polish.
'\\
".. /'*
grained, darl< !fraY foliated
- 55° joints-high
)<). )1, quartz dloriln.
polloh-smooth
)<..... t 65° jolnls-emooth X\\<;<
65° jolnts-smoolh
';t'-/ ).
Vertical joint Chlorlte Calcite filling Minor polish NOTES 1)- Washed through sol! 0-38'. No samples taken.
- 2) - No clays present; therefore no water contents were determined.
X - Oriented core a Thin chlorlte coating
)<.. '
on non-polished jolnte............ )'
)I'S)!i Open contact dlpo 40° Fresh. hnrd. Not
~ ~* ~31.8 bleached. Same smooth t-r ;
Diabase. Dark gray, fiDe-joints, Not highly pol-t-.: ~+
grained..
lobed.
~3&0 Fused wavv contact dins vrl
'fi'V.'tl'!'
Diorite. Fine-grained.
"Ji."'Ji'"
~41.4'
+- +-.. t.\\
SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY
(~~.~':!!!*--
Date: April 18, 1974 PAGE of I LOG OF BORING ADT 16Q
~
BORING LOCATION N16600, E90219; Offshore INCLINATION ~
BEARING ----
DATE START/FINISH Nov. 10, 1974 I
Nov. 14, 1974 CASING ID __
- ..3.;:in::.:*--
CORE SIZI;;
1-7/8 in.
GROUND EL fMSL)
-7. B ft DEPTH TO WATER/DATE EL.
SAMPLE RATI Cij~:f:mh <>rRQD N
OF MSL Depth Type ft ft
!-150 l!lld No.
or ADV.
Reo. ~tn/f
-160 NQ-20 100 9.0 NQ-21 100 9.0 88 i-J60
!NQ-22 100 9.0 93
!NQ-23 98 9.0 72 r-m
- 180 NQ-24 100 a.o 92 NQ-25 100 9.0 97 l-180 NQ-2 100 10.0 42 NQ-2 100 10.0 48
~90
-200 NQ-28 100 12.0 92
[NQ-29 98 11.0
'12 f:-eoo
!NQ-ao 100 10.0 58 NQ-31 98 13.0 78 F--at
-220 NQ-32 100 u.o 87 NQ-33 97 11.0 416 E-zz NQ-34 100 15.()
1M
~Q-35 100 14.0 "
~8
-240
~Q-36 100 ll!.O.u Q-37 100 12.0 48
~1 NQ-38 100 I tll.'fl,.
1-1-
1-Graphic I t/
v
/
PRESSURE TEST
{;om puled lO~c~/Bec pol 00 BOTTOM TOTAL DEPTH _:2!:!4.!;1*:-'4'-----'f~t DRILLED BY Warren George Inc.* P. SchAeble J. Harris Tidal ft/
STRIKE, DIP.,!:!
Fol!a.tlon
~ Jolnt p:;<
=Contact o"'
B =Bedding o!Jl S = Sl ckensid<
N76W, 67NE 8 N64W, 52NE J N38W, 24SW J r;,
N89E, 326E J N48E, 13NW J N66E, 13NW J N65E, 24NW J N 6W, 23NE J
~
4
~{V. ~'b'llH N62E, 22SE J N34W, 72SW J N48E, 69l'<'W C N34E, 37SE F N33E, 40SE S N!!OE, 238 J
Nl5E, 16NW J N62E, 57NWS N87W, 49NE J N70E, 14NW J N55W, lBNE J N24E, 75NW C N66W, GONE F N65W, 63NE S Nl5E, 45SE F
.1l~t N34E, 56NW J N56W, 52NE J N62W, 58SWF N18E, SOSE j Bultzi~ ~
N56E, 20SE J N57E, 71SE J NIBE, 57NW J N21E, 52BE F N5SW, 50NE J NllW, 66NE J N35E, 69NWJ OF BORING LOGGED BY Soil - K. Polk* Rook-J, R. Rand SOIL AND ROCK DESCRIPTIONS (Weathering, defeats
- etc. )
(Type, tenrre, mine-ralogy, color, hardneBat etc.)
CONTJNUED FROM PREVfOUS PAGE Calcite coating Calcite fllling D
Calcite-filled Minor striated Fresh and hard, Drills very well. Joints and partings are not stnooth or sli-ckensided. No bleaching.
Diabase. Fine-grained dark gray with prominent white calcite phenocrysts.
+.... ; ~'. 175 Fused chilled contact d!os 60° x-,< ~)(
Dionte. Medium grained.
"" )<
x"'~,..~ i Ooen contact dips 25-3<f-Calcite
~:~l~h ~~::z;!*d ~=~~i~ga :t-:+: Bl~~ft~
0 in~l~iirif:in6~J~ear black.
are fairly fresh. Calcite ~185 Fused oontact~so.... s5°dip-ca1cite fillings fn some joints.
....~+-,.. -'....,1 Brown chill zone
+- +- +- t Diabase. Fine-grained, dark 1+-+-: ; 1 gray.
.,: t- ~ ; 193.1 Fused undulating contact
~
50°Vein-fused fault
!X: ~
Diorite. Medium-ooarae grained, Fresh and hard. Drills
~ X ><j medium grained quartzose.
well, Only very minor
~,..x><" Fine Diorite. Predominantly medium local surface wx effects on
.,"~~ 't("" l; d
b joints and partingo' Not
)< :>< XI coarse gra!ne
- nota ly quartr.os~
sliokenaided.
X;<
medium gray. Local zones of X k >
fine-p-ained quartzose diorite.
XX,J<.)
Granodiorite, locally porphyritiq,.;
.)l.)t *... Fine
" ~ '
- y. >
'>( )( ~
Fresh and hArd. Drills k¥.~
Diorite. Predominantly medium"":
very well.. Joints and
""=
)I.
<:oarae grained 1 with white feld--
partlngs show only very
':< " \\
spathlo spotting locally.
minor surface wx effects. ~Welded Medium gray, Not bleached.
\\t-t. ~ breccia Fresh and bard, Drl11a well+ Minor surface wx effects on joints and part-Ings.
Pink feldspar Diorite.
Fin~-grained, dark gray.
N
- SI&Ddard p&netrat!Oil rea !stance, blowo/ft NOTES SEABROOK STATION Reo - Length recovered/length cored, %
RQD - Length <>f eO'.I.Dd core~ tn. and looger/longtb oo...,d, %
8 S
- Split opoon aamplo i: Groundwater
~ U
- Und!alurbed oampleo
..:1 S - Shelby tnbe N - Ilenloon PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY t:l~o~~*-"<
F -
F~ed pilliOn P - Pilcher 0- O.terberg G-GEl Date: April 18 1974 Project 7286 D
- Drilling break k - Coefficient of wx
- Weathered, weathering ponneabll!t;y PAGE ___.L_Of __lL___ I LOG OF BORJNG ADT 16D
OORING LOCATION _ _,ot,.f..,sfthOOJr,.euN:1!lu7.Q.5l!J52...._,E,.,9,3"'-84,.,0L-INCLINATION Vertical BEARING DATE START/FrNJSH _;Jun=::..*;l5"--'1::.::9:.:.75:o__/
June 16, 1975 CASING lD __
_:3:_*:::.B _
_,t!!.cn CORE SIZE
-~lcc-70-'/-"8-'..!IJL.n TOTAL DEPTH 195.8 ft DRILLED BY Warren George !no.; J. Johnston, P. Scheable GROIJND EL
-42 4 !t DEPTH TO WATER/DATE Tidal ft I LOGGED BY Soil/Rock-F. X. Bellini EL.
SAMPLE RATE c:'i~f~lh orRQD PRESSURE TEST STRIKE, DIP hu="'th'T'Ty=--.--::N,....-., OF 1
c t d
~* ~ Follatlon
"'~
SOIL AND ROCK DESCRIPTIONS ft 60
-80 100 120 140
-160
-180 ep a~ or
- ADV,
~ ~::u 8
~ : ~o;;:t~ct
~ ~
ft Ko.
Reo. lmin/f f{
Graphic ps1 10 em/sec S-SH:ckenstdcs 0
,;:Q iWeathertng~ defects, etc.}
CType. texture. mineralogy, colO'!:". hnrdness 1 etc.)
00 28 lf.&'fi g'i:;':::m'a'}~
0
~'ht1y":ftl;';r~~?; Widely graded. Fines are non-plastic. Con-tains BrUle,r to subnngulnr medium to coarse sand and gravel pieces up to 30mm long, a:nd few shell fragments.
[ S2 63 Light gray, fine to medium grained saed, olean and unJJorm. Rounded to subrounded 1-grains.
( 83 81 TOP OF CLAy Similar to Sample 2.
14 *. ~--1---~--+---+-------+---t---~~~~~~--~1---------~----------------------------------------~
i-20[ S4
( S5 l 86 1-
[ 87 Layered gray fine grained silty sand and grsy silty clay {small recovery).
Gray silty clay. M..Uum plasticity, very slow reaction to sh~ test, medium to Wgb dry strength. Contains a few pockets of fine sand up to 5mm thick.
Similar to Sample 5, but with 10-30mm llght and dark gray lAyers and a 4mm fine sand
~
Slmtlar to Sample 6, I §§it 8
TOP OF TILI.
~-~0~~~~~--,_--+-----~---+--~~~~~--~4-r 6'sflt and siltv f<*e sand 2*15mm tbloln silt BhiJW!I fBl!t reacliOD to
[ S9
[ SlO 102 39
~lltaJ,~S::J~"g":~J'efl!~ t~f:(',%,fi~~* Flnes are non-plastic, Can-Similar to Sample BC, but with gravel up to 80mm 1~.
Similar to Sample 8C, but with gravel up to 35mm 1~.
rst.O~--f---4----r---t--------t---f-----T_O_P-t_o_F_R_o_c_K ____ ~~--------------------------------------------------------~-
- 1)
NQ-1 100 60 NQ-2 100 NQ-3 100 80 NQ-4 100 NQ-5 98 1-100 NQ-6 100 1-NQ-7 97 1-12 NQ-8 100 NQ-9 90 NQ-1 100 l-14 2-1/
2-1/
2-1/
2-11 2-1/
2-1/
3-1/
3-1/
3 4
3 70 82 4
f'"j
- -1/
64 v
3
/
oo.o i
79
~~~
4 3
'7 3
/
3 94 Sl wx Cblps Slwx Pyrite Irregular eurfaoe Chlorite Chips Wx, slick-ed surfaces g D
~ Sl wx
~ Irreg. jts
..; Slwx 1
Clean Clean
~
1/ o.l 1-'1 "
~ "*.,
~ * -
1 0,01 Clean to slwx Pyrite Slwx Fresh, hard, drills well. ~
Quartz Quartzite, dark gray, fine Localized Z'lll!l'!tlff.,..ve~,
! -:-;;~ vein grained, uniform.
broken rock~*Mlilot<r.llffi' v.-: **
- Heulaled Weak gneissic texture, a, * ':"'""' fa t bleached tan to green gny In-:
o jt Schist-some places, Quartz feldspar
~~Ji,::re* R Jtli
.-;--;
- oee muscovite and biotite violble.
Bleach-Same small quart>. and o&IoiU.:
, *.~ ed present. Many thin altered
~*. ~::;:;tz feldapathlo vainB th~out.
R~3 Bleached Moderately to severely wx zone 74. 5 - 75. 5 ft R=35-39 (btoke)
Fresh, hard, drills very
<ii:z,'
well. Jotnt surla.oes: clean '.... ~ ~ *
~.:~~t~!:. -t,:: !{:J ;_::..:
to bi!to ~~;
1 abrtc.
~
R=<< (broke)
R~6 Freoh, hard, drills very well R=O (broke)
R=51 (broke)
Freab., hard, drills very well R=35 (broke)
- X:."w'!!i.V~.f~
Ble..,h* locally bleiWhed. Fabrlo ed locally well developed.
Locally glmletlfe""""
Quart*
vein Bleached 89, 5 Bleach-C;;'lli3..,.S.Ias=tt"'.,.-,'b"leach=red=ttm=-, --::i;;
ed
- ~~~~~ed~~-a Quartz vein 92,3 Quartzite, as llbo..,
l..
~IL
- ~'.,
4
[/ ffi.4 0.11 3
~
~*
~
4 l/
R=44 Minor I~
j*....
1a V
1-n
!;rlh:r~~':t.!r~t;*.r~. i,.::_:.:;,_.;. ble..,hlng"~~~* da~g;-~':!~.
~" "--'*e)
I~*
gaelssoctt;:"iocally...,n l
n-= 'u<=
developed, Some localized 4
r;...,
70° J Clean Minor fault, healed, at bleochlng and weak gneissic 5
[7 142. 5 ft. R=39 \\broke)
Minor texture. Garsnliferow~
5 73 V
o 0
75° J R~B (broke)
'.'.'.' ~f~~
v 1iio. o 50° F sl wx 1 ::<-:. *
- w:.:r.;;r-18~6~45 *. ~---4----~4~-4----+------L~---~~--------+-----------~~--------------------------~~--~~f*=ul~t'----------------------~
N
-Standard penetration resistance, blows/ft Rec - Length recovered/length cored, %
RQD-Le-ngth of sound core 4 in. and longer/length cored, %
~=> S
- Split spoon sample 2
Groundwater
~ U
-Undisturbed sample!!
f Schmidt Hammer Hardness
<.)
- l S
Shelby tube F-Fixed piston 0- Osterberg N-Denleon P-Pitcher G-GEl D
- Drilling break k-Coefficient of
\\\\'X
- Weathered, weathering permeability NOTES
- 1) Roller Bitted Rook 51. 0-56. 0 ft.
SEABROOK STATION PCBL!C SERVICE COMPANY OF NEW*HAMPSH!liE YANKEE ATOMIC ELECTRIC COMPANY Q~.~!!~*-~
Date: Allllust 6, 1975 Ptojoet 1286 PAGE 1
of 2
I LOG OF BORING AIT-39
BO!UNG LOCATION Offshore N17552, E93840 INCLINATION~ BBAR!NG ----
DATE START/FINISH June 15, 1975 I
June 16 1975 CASING ID __
_,3_-s~_lln..n CORE SIZE _.:_1:...-.:.:7/.::_B __
I!!ln~
TOTAL DEPTH GROUND EL
-42,4 It DEPTH TO WATER/l)ATE Tidal ft I ft EL.
SAMPLE RATE c'o!INATTEERNT orRQD PRESSURE TEST STRIKE, DIP h<-~==:-r-:::--1
~* ~ Fol!ation
"' !2 Depth,Type N
OF I
Computed J ~Joint and or ADV.
~ 4 k C
Contact 8 ~
ft No~
Rec.
tn/f Of Graphic pst 10- em/sec R "' Slickenside:-$
~
100 soo J
~
48° F 40° F I
52°F 85° F
~
60° J rf 90° J u
II!
80° J 60° J 65° J 60° J 90° J 65° J sa" J l8~ ~
40° c 53° J N
- Standard penetration rea tstance, blows/ft NOTES Reo - Length recovered/length cored, %
RQD-Length of sOW!.d core 4 ln. and l'!"'er/Jength cored, %
5l S
- Split upooa uample
~ Groondwater 2 U
- Undisturbed uampleo tf Sclunldt Hanune'l' Hardness o-l S
Shelby tube N - Den loon F-Fixed ploton P
P!toher 0-*0sterberg G-GEl D
Drilling break k - Coefficient of wx
- Weathered, weathering permeabil!cy 195,3 ft DRILLED BY Warren George Ino,; J, Johnston, P. SCheoble LOGGED BY Soli/Rock - F, X. Bellin!
SOIL AND ROCK DESCRIPTIONS
{Weathering, defects, etc,)
.(Type, texture, mineralogy, color 1 hardm.:ss 1 etc.;
Clean to sl wx D
No slloka Chips Core lost Slwx Slwx No sllcka
- Chips, core lost?
D PAGE R~as (broke)
- *._' ** J
- ~ach-n~s4 (broke)
,__._..._._" ~..
Fresh hard drills very ~ Quartzite, ** above, but show-;
welt irtinor: healed faults
- -:-:: Btea:oh ing general minor bleachlng, at 150, o, 151. 5, 15Z. 0 and ~
!ng
- heavy where indicated.
- ....! Sheared?
~
- ~ Bleaching
>M.' ft.
1::.: ;:::,.,.,
Fri;'h53ha:rd 'ts. generally ' ' * '
-'1'-"6"'5-'0'---------i sl wx ~0 cle:n_; some local-t- +- + Bleach-Diabase, very dark gray to t + + !ng black, fine grained near con-ized zones of very broken
+++*Bleach-taots, fine to med. grtdned rook. R=ti3
+ + +"
! ing near center. Internal contacts suggest composite origin.
~Int 1 Locally bleached to light bro""'
11
.. +T 1
ema. or tan.
~.....
.,..,. -rl contact R=49 R=O (broke)
Fresh, hard, drills well, jts. olean to sl wx
+++I
+ ++
+++-
Fused, in-ternal con-tact i::!"
108'b!abase, as above, with oo-Sahfst-r::~:~l dark gray schistose -
ose lens BCYrTOM OF BORING SEABROOK STATION PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE YANKEE ATOMIC ELECTRIC COMPANY u~~.~!~*-........,
Date: August 6, "1975 Project 7286 PAGE of I LOG OF BORING AlT-39
-