ML22131A098
| ML22131A098 | |
| Person / Time | |
|---|---|
| Site: | Seabrook  |
| Issue date: | 05/05/2022 |
| From: | NextEra Energy Seabrook |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML22131A110 | List:
|
| References | |
| SBK-L-22042 | |
| Download: ML22131A098 (82) | |
Text
{{#Wiki_filter:SEABROOK UPDATED FSAR APPENDIX 2F GEOTECHNICAL REPORT
- REACTOR BORINGS. JULY 1974 The information contained in this appendix was not revised, but has been extracted from the original FSAR and is provided for historical information.
GEOTECHNICAL REPORT REACTOR BORINGS SEABHOOK STATION, NEW HAMPSHIRE Submitted to YANKEE ATOMIC ELECTRIC CO. GEOTECH~ICAL ENGINEERS INC. 1017 1\Iain Street Winchester, Massachusetts 01890 July 31, 1974
TABLE OF CONTENTS Page No. TABLEOFCONTENTS LIST OF FIGURES LIST OF APPENDICES iii TEXT
- 1. 0 INTRODUCTION 1.1 Purpose 1 1.2 Scope 1 2.0 BORING DATA 2
- 2. 1 Boring Logs 2
- 2. 2 Overburden 2
- 2. 3 Rock Type 2 2 . 4 Orientation Data 3 TABLE 1- ZONES ORIENTED IN REACTOR BORINGS FIGURES
LIST OF FIGURES
- 1. Plan of Reactor Sites showing generalized dip and strike of joints
- 2. Plan of Reactor Sites showing generalized dip and strike of foliations
- 3. Plan of Reactor Sites showing generalized dip and strike of slickensided surfaces
- 4. Contoured Equal Area Upper Hemisphere Polar Projection to joints in Reactor 1; Borings E2-11, 12, 13, and 14
- 5. Contoured Equal Area Upper Hemisphere Polar Projection to joints in Reactor 2; Borings E2-15, 16, 17, and 18
- 6. Contouretl Equal Area Upper Hemisphere Polar Projection to slickensided surfaces in Reactor 2; Borings E2-15, 16, 17, and 18 ii
- 1. 0 INTHODUCTION 1.1 Purpose An excavation approximately 150 feet in diameter and 70 feet deep will be required for each of the two proposed reactors at Seabrook Station.
To design the side slopes of the excavation and to estimate the quantity of excavation, it is necessary to determine the frequency and orientation of fractures in the rock. For this purpose inclined borings were made around the perimeter of each of the two proposed excavations. The core was oriented and the orientation of joints, slickensided surfaces, and foliation was determined. 1.2 Scope Four inclined borings were made around the perimeter of each proposed reactor excavation. The borings ranged in length from 165 to 0 0 169 feet, and in inclination from 39 to 41.5 t measured from vertical. (The bottom of a 165-foot-long boring inclined at 40° is at a vertical dif-ference in elevation of 126 feet below the ground surface.)
2 .4 Orientation Data Core was oriented from near the rock surface to the bottom of the hole, with three exceptions: Boring E2-11 in which orientation starts at 63 ft (inclined length) below the rock surface; Boring E2-17 in which orientation terminates at 65 ft (inclined length) in a borehole that was 165 ft long; and Boring E2-15 in which orientation terminates at 42 ft (inclined length) in a borehole that was 165 ft long. Appendix II is a summary of all the orientation data, and Appendix III contains polar equal area stereo net projections for the features oriente( in each borehole. Fig. 1 is a plot of generalized dip and strike data for joints m each of the borings. Fig. 2 is a plot of generalized dip and strike data for foliation. As shown on the individual boring logs in Appendix I, the rock at the two re-actor sites does not exhibit much foliation. Fig. 3 is a plot of generalized dip and strike data for slickensided surfaces. Fig. 4 is a contoured plot of the projections of poles for 230 joints measured in the core from borings at Reactor 1; Fig. 5 is a contoured plot of the projections of poles for 93 joints in Reactor 2; and Fig. 6 is a con-toured plot of the projections of poles for 114 slickensided surfaces in Reactor 2. Fig. 4 shows that there are two dominant sets of fracture surfaces at Reactor No. 1 with strikes and dips roughly as follows (listed in order of decreasing frequency of occurrence): N30E, 40NW N40E, GOSE Figs. 5 and 6 show that there are three dominant sets of fracture surfaces at Reactor No. 2, with strikes and dips roughly as follows (listed in order of decreasing frequency of occurrence): N30E, 30 NW N45E, 55SE N15W, 60 SW Revised August 5, 1974
TABLES TABLE 1 ZONES ORIENTED IN REACTOR BORINGS Inclination of Vertical Length of Boring Measured Length Depth to Reactor !\o. Boring No. Boring* Frorn Vertical of Rock (feet) (feet) (feet) ll E2-ll 168.0 40 63-168 13.5 1 £2-12 165.7 41° 13.8-165.7 0.7 1 E2-13 169.0 41° 22-169 0.0 1 E2-14 166.0 41.5° 11-166 2.2 0 2 E2-15 165.0 41.5 13.5-42 8.6 2 E2-16 165.1 41° 18-165 7.1 2 E2-17 165.0 41° 22-65 14.3 2 E2-18 1G8. 0 39° 15.5-168 10.8
- Measured along inclined axis of borehole.
FIGURES
) ) )
,\1.0.....
('f\ \ PROPOSED DIRECTION OF ANGLE BORINGS
\- ----ACTUAL DIRECTION OF ANGLE BORINGS
< 10 POINTS
~-
\~ SCALE 1
-pet<
__c::::)_cLUSTER OF FEATURES FEET 0~~~~~~5~0;;***;;1~0~0~~~~~150 [ NOTE: LENGTH OF JECTION OFARROWS HOLE TOINDICATES HORIZONTAL PRO- -- ::::::.10 POINTS PER CLUSTER OF FEATURES 0 PLAN OF REACTOR SITES VAN K EE ATOMIC
+
OVEACORE BORING ANGLE BORING
.N SEABROOK STATION SHOWING GENERALIZED DIP OF JOINTS 6 STRIKE EOTECHNICAL ENGINEERS. INC. ~-----------t------------1 IwiNCHESTER, .MASSACHUSETTS I PROJECT 7206 1JULY 1974 FIG. I
) ) )
REACTOR I""
\
\-.\
$> ..,.__ _ _ PROPOSED DIRECTION OF ANGLE BORINGS
-t-
~0 SCALE
---ACTUAL DIRECTION OF ANGLE BORINGS 1
A < 2 POINTS PER CLUSTER FEET 0 50
.... 100 150
__.L.>....... OF FEATURES NOTE: LENG TH Of ARROWS INDICATES PRO-
~---**;;-;-;-;-;-;--;-;--;-;-;~* -.;z~--~3 JECTION OF HOLE TO HORIZONTAL.
_....._ >2 POINTS PER CLUSTE:R OF FEATURES 0
+
PLAN OF REACTOR SITES OVERCORE BORING YANKEE ATOMIC ANGLE BORING N SEABROOK STATION SHOWING GENERALIZED DIP 8 STRIKE OF FOLIATIONS GEOTECHNICAL ENGINEERS, I N C . I - - - - - - - - - - - t - - - - - - - - - - - 1 WINCHESTER, MASSACHUSETTS PROJECT 7286 JULY 1974 FIG. 2 -*------------------~----------------~---------------P----------------1
) ) )
2 REACTOR
...(S\
*;-~"> IJI
\IJI 0
'O PROPOSED DIRECTION OF ANGLE BORINGS
,EfT
.,.._ ---- ACTUAL DIRECTION OF ANGLE BORINGS 0..........5;0;;;;;;;;;1~0~0~~~~~150 1I SCALE NOTE: LENGTH OF ARROWS INDICATES PRO-
_Jj_ .>e POINTS PER CLUSTER JECTION OF HOLE TO HORIZONTAL.
- OF FEATURES 0
+ PLAN OF REACTOR SITES N OVERCORE BORING YANKEE ATOMIC SEABROOK STATION SHOWING GENERALIZED DIP I) STRIKE ANGLE BORING OF SLICKENSIDED SURFACES
, GEOTECHNICAL ENGINEERS, INC WINCHESTER. MASSACHUSETTS PROJECT 7266 JULY 1974 FIG. 3
N E Contours 0, 1, 3, 5, 7 & 9 percent per 1 percent area Seabrook No. 7286 Jl~"J O% to 1% ~ 1% to 3% IDll 3% to 5% gs% to 7% 7% to 9%
- 9%to 11%
Contoured Equal Area Upper Hemisphere Polar Projection of Poles to 230 Joints In Reactor 1; -_ Borings E2-ll, 12, 13 & 14 Fig. 4
N w E Contours 9, 6, 3, & 0 s Seabrook No. 7286 percent per 1 percent area DO% [~dO% to 3% *m l 3% to 6% ~ 6% to 9%
- 9% to 11%
Contoured Equal Area Upoer Hemisphere Polar Projection of Poles to 93 Joints In Reactor 2; Borings E2-15, 16, 17, lB. Fig. 5
W* E Contours 0, 1, 4. & 7 percent per 1 percent ar0a s Seabrook No. 7286 IN2J 0% to 4% ~ 4%to 7% mJ 7% to 9% Contoured Eq*.ml Area Upper Hemisphere Polar Projection of P .1Jros to 11-1 Slickensided Surfaces in Reactor 2; Borings E2-15, lH, 17, & 18. Fig. G
APPENDIX I
APPENDIX I Boring Logs Note: All holes are angle holes. Depths are measured along core axis. Inclinations of holes are measured from vertical.
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APPENDIX I I
Project SeabrQQK Project No. Boring No. E2-11 Ground Elevation (MSL) = + 25.0 Type of Feature Feature Strike Dip Joint Foliation Slickensided Contact Remarks Depth Surface 66.1 N21E 43MW X 70.2 !H5E 541~W X 74.0 Nl3E 53NW X 75.9 N6714 45NE X 76.0 Nl2W 50S\~ X 76.1 rmow 70i~E X 77.0 N30~*J 69SW X 78.5 N85E 671~W X 81.1 NI5vJ 62NVJ X a2.9 1~39E 15!H~ X 83.0 N45E 84i~l*i X 84.0 N17W 49sw X 85.1 N50E 7SE X X Diabase over Diorite 87.0 N14 VJ 4osw X 87.4 H65E 80NW X 88.5 N65\~ 55NE X 99.3 N45E 72SE X Diorite over Diabase 99.9 N30E 75N~~ X 100.6 l~55E 76fH~ X Diabase over Diorite 103.1 N50W 25SW X 105.5 N52E 68Nl4 X 108. 1 lOSE 45N\~ X 108.9 N85E 86NW X 110.9 N38E 48!~1*J X 110.9 NlOE 85SE X 111.0 N50E 81NH X 111.1 N50E BlNI~ X 111.2 r~soE 81NH X 112.0 N2714 72NE X 113.1 N65E 901H~ X 113.4 r6oE 53N\~ X 113.5 Nl5~J 55NE X 114.0 i'l65~~ 55SH X 121.5 N75E 90rH1 X 123.5 N75E 39tHJ X 124.8 N75E 82NW 129.3 N34E 19f'H.J X 129.8 N29E 40tM X 129.9 ti82E 37fJW X 131.1 N33E 361H~ X 133.1 N15E 50H\~ X 133.1 N15E 50NH 133.2 N30W 75NE 133.5 N25E 37N\1 X 134.5 N40E 4HH~ X 135.2 N'43E 80Hl-J X
Project Seabrook Project No. ------'-'-""""----- Boring No. __E2-1L___ Ground Elevation (MSL) + 25.0 Feature Strike Dip Joint Foliation Slickensided Contact Remarks Depth Surface 137.5 N74W 61NE X 142.8 N44E 40NW X 143.3 N25E 40f~H X 143.6 N47E 46tH~ X 143.8 N30E 451~1-J X 144.2 N25E 36!!VJ X 144.8 N30E 451~1-J X 144.9 N20E 45NW X 145.4 N?OvJ BONE X 146.0 N31E 22N~~ X 147.4 N27E 32NW X 148.5 N70E 90NW X 149.6 N70W 71NE X 152.0 N26E 28NW X 154.4 N85E 7omJ X 155.3 N63~.J 25NE X 158.2 N35E 41Nt.J X 159.0 Nl8W ?ONE X 161.0 N85~*J 16fJE X 162.0 N30E 751J\~ X 163.1 N25E 45NW X 163.9 N7mt 15NE X 164.8 N50W 43NE
Goring No. E2-12 Project Seabrook Project No. 7286 Ground E1evat ion (~1SL) = .L2L5_ Type of Feature Feature Strike Dip Joint' Foliation Slickensided Contact Remarks Depth Surface 19.2 NlBE 43NW X 19.8 Nl7E ll GNI-J X 20.2 Horizontal X 21.2 North 21w X 21.9 N35E 25SE X 23.0 N23~J 39SH X 24.0 Nl7E 47N\*J X 24.4 N50E 61SE X 25.1 Horizontal X 25.8 N38W 73NE X 27.1 N73W 15NE X 29.0 N4W 67NE X 35.1 N23E 47NW X 40.0 N73~J 82$\~ X 44.3 N63H 375\~ X 48.9 Nl2E 67NW X 50.4 N63E 45NW X 53.3 N40E 46Nl~ X 57.3 N38E 52NW X 59.4 N34E 43NW X 60.0 N8H 79NE X 61.5 N51E 37NW X 75.0 N261*J 86NE X 77.0 N75W 55SI*J X 77.5 N9E 48NW X 77.6 N9E 48r~H X 82.0 Nl9W 81 sw X 82.4 N41E 40NH X 83.0 N81E 55SE X 85.7 N26E 6SNI*J X 89.0 N35E 45NW X Diabase Dikelet 89.1 N35E 45NW X X Diabase Dikelet 103.9 N28vl 43sw X 108.0 N26E 37Nt~ X 111.9 N65W 67$1{ X 114.3 N36E 45NW X 119.5 N35E 44NH X 119.6 N35E 44NW X 119.7 N60E 22N\*/ X 132.1 Nl5E 12Nl~ X 133.0 N40E 43NH X 136.0 N45E 12NE X 143.1 N35E 42tH~ X 143.9 N55E 50SE X 144.9 N75E 73SE X 153.7 N25E 37N~J X 156.8 N25E 26NW X
Project Seabrook Project No. 7?Rfi Boring No. E2-13 Ground Elevation (MSL) o + 30.5 Type of Feature Feature Strike Dip Joint Foliation Slickensided Contact Remarks Depth Surface 23.6 N83E 28NW X 25.3 N40E 58SE X 28.7 NlSE 75SE X 34.0 Horizontal X 34.5 t~25E 12SE X 35.1 N30E 83SE X 35.7 tB5E 22sw X 38.3 N32E 67SE X 39.2 N5W 31NE X 44.2 N65E 27NW X 49.5 N25E 67SE X 50.8 1~34E 30SE X 50.9 N29E 51SE X 51.8 f~55E 85SE 52.5 N55E llSE X 55.9 N28E 25f*JW X 62.8 N28E 64SE X 63.0 N32E 60SE X 64.3 N35E 66SE X 67.0 N79W 39sw X 70.5 N35vl 63HE X 70.8 N40W 54NE X 76.8 N55E 7N~~ X 77.0 NSOE 4NW X 77.3 N52E 22NW X 78.7 N53E 84SE X 81.2 N46E 86Nl*l X 82.0 N67E 75SE X 83.8 N80E 30SE X 89.5 N83E 52SE X 90.3 East 585 X 98.8 N45E 21NI.J X 99.3 Ns1E 65SE
- X 100.6 N46E 58SE X 101.7 N23E 39sw X 102.8 N45E 87NH X 105.0 IH5~~ 57NE. X 108.4 N21E 88SE X 110.4 ri35E 88SE X 112.5 North 36\>1 X 115.3 Nl9E 86SE X Diabase over Diorite 117.3 R6 7 VJ 835~~ X 117.8 Horizontal X 118.2 N40E N40E X Diorite over Diabase 118.3 N45l'J ~MOE X Diabase over DioritP 120.1 N30E N45H X
Project Project No. Boring No. E2-13 Ground Elevation (MSL) = + 30.5 Type of Feature Feature Strike Dip Joint Foliation Slickensided Contact Remarks Depth Surface 121.8 N30E 38SE X 123.0 N70E 23NW X 123.7 N80l-J 37NE X 125.0 N50H 30NE X 125.4 N44E 57SE X 128.0 Nl6\~ 44NE X 129.3 N68W 54NE X 131.3 N56E 83NW X Diorite over Diabase 131.6 N15vJ 19% X 131.7 N45E 76SE X X Diabase over Diorite 132.8 t~60E 44SE X 134.1 N45E 35SE X 135.0 N42E 37SE X 13G.3 East 8NE X 136.8 N38E 73SE X 138.0 N50E lBt~\v X 139.3 N35E 43SE X 140.5 N31E 42SE X 142.4 N28E 30SE X 142.5 N40E 46rm X 145.0 N22E 45SE X 145.2 ll22E 45SE X 149.7 N46E 63SE X 150.0 N34E 34SE X 150.5 N21E 73SE X 151.3 N56E 79NW X 151.7 N26E 48SE X 153.0 N30E 81SE X 154.7 N26E 78SE X 154.9 N38E 46SE X 157.4 N89E 86SE X 158.0 N75~~ 72SH X 159.9 N49E 66SE X 162.3 N55E 63SE X 163.7 N60E 70SE X 165.5 NG7E 76SE X
Project Seabrook Project NO. 7286 Boring No. E2-14 Ground Elevation (MSL) = + 29.9 Type of Feature Feature Strike Dip Joint Foliation Slickensided Contact Remarks Depth Surface 11.8 tl65E 4Jm*J X 12.0 tl65l4 775\-1 X 13.6 i~83\*l 831lE' X 13.8 IHOvJ 42NE X 13.9 N70\-J 42NE X 14.5 IJ44E 69SE X 15.8 N37E 67SE X 16.5 N73l~ 72NE X 28.9 N28E 67SE X 29.0 N85E 26tH/ X 42.2 N22E 53SE X 43.2 N87E 3 1 r~ 11 X 44.0 r!60\<J 69f1E X 46.0 N43E 40NH X 50.8 N3H 67NE X 51.8 N57vJ 7HlE X 53.2 15 7 H 41111 E X 58.9 1~30E 35N\~ X 62.5 N65W 14il[ X 63.8 II7HI 52NE X 65.3 N50E 42St X 65.4 N75E 385[ X 66.7 N42\-J SONE X 67.0 N30[ 30NH X 70.0 N45E 85NvJ X Diorite over Diabasr 70.8 N30\J 2HlE X 72.9 NSE 49SE X 73.5 N4 3~J 63NE X 74.6 N60E 55SE X 78.2 East 77s X 80.0 N15vJ 42SW X 80.2 IHOE 12N\J X flO. *1 tl49E 33fi\.J X iM.2 146 tl Bli'IE X grj. 0 ru~ ~~ F\25\-J X 87.5 tl6[; 61SE X 87.8 N48l*l 14NE X 88.2 N3\~ 39tlE X 89.3 NllE 77SE X 89.6 N65E 86SE X 94.3 NlOE 68SE 94.6 H59E 59SE 99.3 N78E 40SE X
Project Seabrook Project No.7286 Boring No. £2-14 Ground Elevation (MSL) = + 29.9 Type of Feature Feature Strike Dip Joint Foliation Slickensided Contact Remarks Depth Surface 101.3 N75E 18Nl>/ X 103.8 l'l73E 46N~J X 104.0 ti77E 4Grw X 105.0 iJ26E 3Btl\4 X 107.5 N50E 62SE X 108.0 tl~6E 63SE X 108.3 N21E 62SE X 109.8 N2Dl-J 61NE X 110.1 n45E 81SE X 110.4 1~45E 81SE X 112.3 N221~ sSl*J X 112.4 tJ65E 33tlW X 129.3 i~40E 22N~~ X 129.5 fi60E 33mJ X 131.5 ii55E 69SE X 131.9 N34H 75ilE X 132.2 iJ50L-J 6~tJE X 133.5 iJ63E 72SE X 141.9 N1HJ 25NE X 142.5 N 73H 2011[ X 146.8 UG3\*I GONl X 148.9 N~9E 62SE X 149.2 H1 5\oi 53r~E X 150.0 IB4E 70SE X 153.2 tl61H 54NE X 154.6 N70H 39NE X 155.9 N65E 43NH 158.0 N55E 29tiE X 164.8 N25W 20S~*J X
Boring No. Project Seabrook E2-l5 Project No. 7286 Ground Elevation (MSL) = + 13.9 Type of Feature Feature Strike Dip Joint Foliation Slickensided Contact Remarks Depth Surface 17.0 N8 HI BONE X 17.6 H85E 89N\J X 18.G N73i1 70/i[ X 18.7 N45E 36tH~ X 19.4 N14 \*! 35NE X 20.9 N69E 65tH/ X 21.7 N58E 49iHJ X 16.5 N82E 88NW X 24.9 Horizontul X 26.G N75E 82N~I X 27.G N69E 83tH~ X 28.1 N77\J 7811£ X 30.0 N50U 78NE X 29.3 N63E 86SE X 31.0 ll88E 821H4 X 31 . 5 N86E 801HJ X 32.0 1149W 7311[ X 35.5 ilBOE 3SE X 37.1j NtlJE 391'1\1 X 40.3 N50~l 85tl[ X
- 41. ~ tJ55l*J 86NE X 39.7 N6Q,J 60t~t X
Boring No. £2-16 Project Seabro1 Project No. 7286 Ground Elevation (MSL) = + 16.fl Type of Feature Feature Strike Dip Joint Foliation Slickensided Contact Remarks Depth Surface 17.3 il36E 28N 1:i X 18.3 li 101*/ 56SlJ X 20.0 N51J 855\J X 20.6 N20l*/ 705\*J X 23.0 tH8\~ 53SU X 23.5 N25E 15 i~l! X 23.9 N25\J 5051*1 X 24.3 N25lJ 535\*J X 25.3 N45l*J 64 S\J X 25.9 NSE 86SE X 29.9 N15l*l 645\J X 30.Q 1115\*) 6t1 s~.*J X 32.0 N2HJ 63SH X 33.9 iHO\-! 68S\~ X 34.3 N8l*J 47SH X 35.0 N~6l*J 301-IE X 41.2 IHHJ 03S\~ X 41.7 li 101*1 55SlJ X 43.7 l*l57[ 38;1\*1 X 44.5 NSOE 30Ir.*J X 44.6 U52VJ GW£ X 45.1 i*J4 69iHI X 45.6 Nl9E 7111\*J X 4G.l N25E 89nH X 47.5 1~44£ 6llll*l LIH.O !09\~ 67S 1:1 X ll:J.o tl70[ 46lH*/ X 50.0 U84vl 68!~E X 50.4 r~42E 77lH*J X 52.4 fi16E 341~~~ X 52.!) tH6E 84N\*I X 53.0 Horizontal X 54.6 IH5E 78SE X 56.9 N21[ 69rH*J X 57.7 NVE 77!11*1 X 58.2 N51C 47i!W X 58.3 N86\*i 59IJE X 58.13 N7E 62ill~ X 75.4 N31E 28N\~ X 77.4 N20E 73Nl~ X 78.4 N43£ 40iH~ X 79.7 N19E 371~1*1 X 81.5 North 26l-l X 81.6 il26E 2 71~\J X 82.3 N26£ 38!l\~ X 82.7 IH5E 281lH X
Boring No. E2-16 Project Seabrook Project No. 7286 Ground Elevation (!~Sl) =+ 16.8 Tvoe of Feature Feature Strike Dip Joint Foliation Slickensided Contact Remarks Depth Surface 83.8 N15E 25N\~ X 86.8 N22E 34H\*J X 87.5 N5E 765E X 88.0 NS5H ~32f*JE X 89.0 !l12H 745\~ X 96.5 N20E 331~\>1 X Trend=N35W Plunge=27 100.8 N53E 68NW X 102.5 IH2£ 28SE X 104.9 !15\*1 605!*1 X Trend=N7H! Plunge=54 106.2 H41H 855\*i X Trend=S34W Plunge=87 107.0 I60E 51~\*J X Trend=N66W Plunge=19 107.5 N30t-J lWE X 101.9 N25\~ 81SH X Trend=S16E Pl unge=l8 109.1 112 HJ 45S\*J X 109.3 N41E 251'1vJ X 110.9 f15W 34511 X Trend=S20W Plunge=70 111.1 Horizontal X 112.1 N36E 50f'H1 X Trend=N71W Plunge=45 112.3 ~~ 15E 15N~I X I' Trend=S60E Pl unge=16 113.0 NSE 85NU X Trend=S55W Plunge=70 115.3 N23E 32il\*J X 115.4 ti15E 20nl*J X 115.9 r120E 30ii~J X 116.~ H26E 32iHJ X 118.9 N29E 7 2tH*J X 121.3 N25E 3sr~~o1 X 121.11 N?OE 17SE X 121.8 1*170\-J 74NE X 122.0 N30E 30N\~ X 123.1 N35E 22N~oJ X Trend=N35W Plunge=22 124.3 Nl5W 81SH X 125.G NJOE 2WI~ X 126.7 f428l~ 84Sl*J X 127.6 N61E 56StoJ X Trend=N60W Plunge=33 128.13 r~4oH 76 Sll X 129.3 N35~*1 7 7SH X 130.1 rHot*l 24ilE X 131.0 iH5\J 14NE X 131.2 tl64l*J Sl!~E X 132.4 1~23~~ 7G SH X 133.0 riSH 745\~ X 133.0 N70E 301'JW X 133.3 N40E 83SE X 133.5 NlOH lHJE X 134.0 N35E 35il~/ X 134.3 fl45l*l 451~E X
Boring Nu. E2-l6 Project Seabroo 1 Project No. 7286 Ground El.evation (14SL) = + 16.8 Type of Feature Feature Strike Dip Joint Foliation Slickensided Contact Remarks Depth Surface 140.5 N21E 30Ni-1 X 142.2 H53E 451-I!*J X Trend=N35E Pl unge=lO 142.3 N41E l01'l\*l X 143.1 H50E 651H*I X 143.2 ii71E 691!1*1 X Trend=N40E Plunge=33 143.9 ll8lt 5511\*1 X Trend=N35E Plunge=35 144.1 N72£ 65rH*I X 144.1 illlE SIJ N\*1 X 146.1 i159E 80i~\*J X Trend= N5vJ Plunge=73 146.5 t/3 7E 63rH*J X Trend=N20E Plunge=l7 147.2 N40E 681*JH X 147.5 tJB!*J 48Sl-/ X 140.1 N59E 80iH*J X 148.2 li68E 621H*i X 148.3 N82E 771l\*i X 149.5 1~53E 65Nl*J X 151.2 !~27~1 90SW X 151.8 Horizontal X 152.0 i*l8U4 56 liE :X 154.0 N35E 291H~ X 155.7 1159\*J 531J[ X 162.0 IHOW 72 sw X
Project Seabrook Boring No. E2-l7 Project No. 7286 Ground Elevation ( 11SL) = t 13. 3 Type of Feature Feature Strike Dip Joint Foliation Slickensided Contact Remarks Depth Surface 28.0 tl37E 3~N\o! X 29.5 N55E 59sc X 33.3 ll87H 87 SH X 34.3 N4 7\*i 2JrJE X 35.9 fJl 714 nriE X 42.G fj5QlJ 7811[ X 43.4 N49E 2 HIE X 44.1 tl61E 52 liE X 45.0 tl24l*l 101/E X 45.1 1149E 60t~E X 45.3 r-173£ 84ilE X 45.9 N51E 24t1E X 54.7 N55U 80NE X 55.5 N78H 86!~E X 56.0 tl68E BOllE X 5G.2 N76U 8GI~E X 5G.3 N44E G4r!E X 56.4 f/44£ 64rJE X 60.5 N7 HI 8911E X
Boring No. E2-la Project Seabroo!~ Project No. 7286 Ground Elevation (1*1SL) = + 14.9 - Feature Strike Dip Joint Type of Feature Foliation Slickensided Contact Remarks Depth Surface 22.8 N28VJ 5lJSH X 36.0 N53E 25SE X 42.0 N51 73SE X 42.G r~42E 64SE X 43.1 ll55E 25SE X 44.0 rlm*J 4 SS\*J X 46.G N30t*J 72NE X 57.0 H451*J 7 5 S\*1 X 47.5 t~401-i 81 Sl~ X 49.1 N87E 86SE X 50.2 N87E 73SE X 50.3 N60H 3GSI-l X 51.3 li25E 8lSE X 53.0 1~48\~ 44SH X 54.0 NS\J 34 SH X 54.1 N76H 56Sl~ X 54.2 il73t*J 73Sl*J X 54.3 N21E 70SE X 56.0 rmu 69SIJ X 57.11 I 0 rt h East X 61.7 1150l-J 87ijE X 64.G N63vJ 74NE X 66.6 N64E so SH X 67.3 ~15 ~*1 52S~J X Trend=N79W Plunge=18 67.9 N55E U9SE X 68.0 rl45E 85!H~ X 68.3 N45E 85Nvl X 68.5 N23E 45rl\'J X 72.2 N55ll 6lflE X 73.6 ii45E 62SE X 74.8 11 HJ 68NE X 75.0 i'l42E 71SE X 76.0 N20i-l 66NE X 123.:1 13 HI 44SH X 125.0 II 'IE 76SE X 126.0 N21H 63rlE X Trend=S62E Plunge=52 176.1 IIG [ 6~SE X 12().] rl\ 7 l*J 64NE X l2B.O N1*1l*J (>7rl[ X 129.6 r*I70L 53IIl-l X 131.1 116/IL UIH X 132.5 11151-1 6811E X 135.G N1 nJ sor~E X 137.1 N54E 68SE X 137.4 N42H 62i!E X 143.9 N321~ SOliE X Trend=S25E Plunge=38
APPENDIX I I I
APPENDIX III Polar Equal Area Stereo Net Projections
s Pol ar Equ al Arc n Sfo1*eo Net Geo tec hni cal Eng inc ct*s , Inc . Borin~ E2 -11 Gro und Ele vat ion (l\ISL) +25 .5 Sca bro ol.; Sta tion ft Jun e 197*1 Joints in: Dio rite 0 Dia bas e
N s Pola r Equa l A n'a Sl<'r uo Net Borin g* E~ -11 Geot cchn lca I En)!; ineer s, Inc. Grou nd Elev ation (l\lSL) +25. 0 ft Seab rook Stati on Folia tion in: June 1974
- Dior ite
s Polar Equal Area Stereo Net Boring E2-ll Gcotechnicn I Engineers, Inc. Ground Elevation (IVIS L) +2 5. 0 ft Seabrook Sk1.tion Contac ts and Depth : June 1974
@ Diorite over Diabase
~ Diabase over Diorite
N Pol ar Equ al 1\ n:'a Ster eo Net s Ceo tecl mie al En~ineers. Inc. Borin~ 1-:2-11 Gro und Elev atio n (J\.ISL) i-25 . 0 ft. Sca hco ok Stat ion JW1e 197 4 Slic ken side d ~'urfaccs in:
- Dio rite 0 Dia base
I~ s Po lar Eq ual A rca S(P rco 1\c t Bo rin g F:2-12 Gc olc chn ica ! En gin eer s, Inc
. Gr ou nd Ele va tio n (MSL) +21. 5 ft Sea bro ok Sta tio n June 197 4 Joi nts in Dio rite
s Polar Equ al Are a Ste reo Net Geo lcch nicn l Eng ine ers , h1C. Bor ing E2- 12 Gro und Ele vat ion {MS L) +21 . 5 Seabrook Station Foliation and Dep th in: June 1974 Diorite
Po lar Eq unl At'<'<l Ste reo s Net no rin g E2 -13 C:c ole chn iea l Eng -in oor s, luc
. Gro und Ele vat ion (MS L) +30 Seabro()l\ Sta tio n . 5 ft Jm1e 197 4 ,Joints in:
. Di ori te 0 Dia bas e
Po lar Eq ua l A rea SIC' reo s Net Geotechnical En gin ee rs, Bo rin p; F.2 -13 Inc. Gr ou nd Elevation (MS L) Se ab roo k Sta tio n -t*30. 5 ft June 1974 Fo lia tio n an d De plh in:
- Di ori te
N s Polar Equnl A t'c:'l Sl<'r<'O Net Doring- E2-l:l Gcotcch nkn I Eng;hw crs. Inc. Ground Elevatio n (l\ISL) -130.5 ft Seabroo k Sta lion Contacts and Depth: JlUlc 1974
~ Diorite over Diabase 1£2 Diabase over Diorite
s Polar Eq un.I A rca Stereo Nct Geo tech nica l Eng inee rs, Inc . llorinr:; E2- 13 Ground Ele vati on (l\ISL) +30. 5 ft Seabrook Station June 1974 Slic ken side d Sur face s in: 0 Dia bas e
N Pol ar Equ al Area Ste reo NC't Gco lcch nicn l Eng ine ers , Inc. Bor ing E2 -14 Gro und Ele vat ion {MSL) +29 *.9 Sea bro ok Sta tion ft Joi nts in: Jtmc 1974 Dio rite 0 Pegmatite
N Polar Equal A rca Stereo Net Boring; E2-14 Gcolcchnical Eng-ineers, Inc. Ground Elevation (MSL) + 29.9 ft Seabrook Sla lion Foliation and Depth in: June 1974
- Diorite
E s Polar Equal A rca Stereo Net Borin~ E2-14 Geotechnical Eng*inccrs, Inc. Ground Elevation (MSL) +29.9 ft Seabrook Sla.tion Slickensided Surfaces in: June 1974 Diorite
N s Pola r Equ al A rca Slcr co Net Bori ng E2-1 5 Geo tcclm ical Eng inee rs, Inc. Gro und Elev ation (.M.SL) + 13.9 ft Seab rook Station Join ts in: June 1974
- Dio rite
Polar Equal A r0a Sfr>I'PO Net Borin:.; E2-1G
<:enlcchni e:t t En.t~incers, Inc. Ground Elevation (MS L) *ll:l. 9 ft Sea hrnok Station Foliation in:
June 1074
- Diorite
Polar Equal ArC'n. ~terco Ncl Dorin~ E2-15 Geotcchnic:1l F.ngincct*s, Inc. Ground Elevation (MSL) t-13.9 ft Seabrook Station Slickensided Surfaces in: June 1974 Diorite
IJ w s Polar Equal Area Stereo Net Boring E2-1G Gcotcclmic n I Engineers , Inc. Ground Elevation (MSL) +lG. 8 ft Scabrool~ titation Joints in: June 1374
- Diorite
N E s Polar Equal Arca Stereo Net Boring E2-1G Geolechnical Engineers, Inc. Ground Elevation (1\lSL) + lG. 8 ft Seabrook Station Foliaiton and Depth in: June 1974 Diorite
N Polar Euqal Area St crco Net Doring E2 -lG Gcotcc !mica I Engineers, Inc. Ground Elevation (J\'lSL) +lG. 8 ft Seabrook Station Slickensided Surfaces in: June 1374 Diorite
N s Polar Equal A t'(':J Stereo Net Borin?; E2-17 Geotechnic al Eng*inccrs , Inc. Ground Elevation (l\IS L) +13. 3 Sea.brool\ Sla Lion Joints in: June 1974
- Diorite G Schist
N s Polar Equal A rcn Stereo Net Borin~ E2-17 Geotechnical Eng-ineers. Inc. Ground Eleva lion (ivl.S L) + 13.3 ft Seabrook Station Foliation and Depth in: June 1974 G Schist
N s Polar Equal A rca Stereo Net Bol'in~ E2-17 Geotechnical Engineers, Inc. Grmmd Elevation (.l\ISL) + 13.3 ft Seabrook Station Sliclrcnsided Surfaces in: June 1974 G Schist
s Polar Equal A roa S1 crco Net Borinrr E2-18 Geotechnical Engineers , Inc. Grou~d Elevation (l\lS L) +14. 9 ft Seabrook Station Joints in: June 1974
- Diorite
s Polar Equal Area Stereo Not Doring E2-18 Geolechnicnl Engineers, Inc. Ground Elevation (1\ISL) +14. 9 ft Seabrook Station Foliation and Depth in: June 1974
- Diorite
s Polar Equal A n:-a Stereo Net Roring E2-18 Geotechnical Engineers, Inc. Ground Elevation (l\ISL) +14. 9 ft Seabrook SLation Slickensided Surfaces in: June 1974 Diorite
APPENDIX IV
APPENDIX IV Overburden Descriptions Note: The boring layout and soil descriptions are taken from the PSAR.
CONTENTS OF APPENDIX IV
- 1. Fig. 2.5-9 from PSAR
- 2. Boring Logs from Appendix 20 of PSAR:
Dl-11 Dl-8 E2-l El-l
ZO,OOOH PUBLIC ~IWICE COMPANY Of' NEW tfAMI'SHIRE ESTIMATED TOPOGRAPHY OF Tlif SEAI!flOOK STATION 8EDROCK SURFACE Prollmlnlry Sllrl)' Anilll'1lt 11_. FIG. 2.5.-9 I
SOIL DESCIUPTIONS c:r'tllllld l*:l,*v:lllnrt: l:l.fl n IIJ*plh In \\':l!t*t* I ~*v .. l* 1. 2 fit Project No. 728G Numhcr Sam p 1(' Depth of Description No. ft Blow8 pc r G" 1 o-2 1-1-4-7 Top is dark brown pent with many roots up to 1 mm diameter. Bottom Is brown sand. Fine grained; uniform; contains few black organic pieces < 1 mm In size; < 5% ant. 2 5- 6.5 7-10-12 Light gray silty sn.nd. Fine grained~ uniform; very fast reaction to shaking test; contains ""' 30-40% nonplastic fines; part of sample IS silty gravelly sand containing gravel up to 28 mm in sire; angular grains 3 10-11.5 27-30-44 Gray silty sand Widely graded; angular to subroun-ded grains; contains "-~ 25-30% nonplastlc fines; few gravel pieces up to 8 mm in size. w.= 7.5.g
BOIUN(i ti(J, Dl-H SOl I... DESC HIPTIONS 1: n1111HI FIP\':Illon: 15.9 fl , I'Jllh In \':11<'1' .('VI'I* 1 9 ft Project No. 7286 Numhcr -\:1mplt* Depth Of H Dcocrlption No. Blows per G" o- 1.5 1-1-12 Top is dark brown fine-sandy organic silt containing several roots < 1 mm diameter. Bottom is brown and rusty-brown sandy silt containing many dark brown organic pieces < 0.5 mm in size. 2 !J- 6 ( 31-40-7 Drown slightly gravelly silty sand. Widely graded; angular to subrounded grains; contains "" 30-40% nonplastic fines and N 10-15% gravel up to 35 mm in size; fast reaction tn shaking test. 3 8.5- 9 127 Gray-brown silty gravelly s:md. Widely graded; angular grains; contains N 30-407o gravel up to 25 mn In size and "" 20-30% nonplastic fines.
1\0IUN<.; N< I, 1-:2-1 SOIL IH:SCHIPTlON:; (:r*.. ut~d Flt'\':tlllll\! l!i.!J fl l**Pih In \\':Jtt*l* 1~*\'t*l* G 0 l Jlrowd No. 7ZBG Numher S:un pi~* lkplh of Description Nn. n Blown per G o- 2 1-1-7-19 Top is brown sanely organic silt containing roots up to 12 mm diameter. Bottom is light brown to gray-brown gravelly silty sand. Widely graded; generally angular grains; contains"' 20-30% nonp1astic fines and.-..; 10-20% gravel up to 18 mm in size; several rusty-brown spots up to 10 mm in size. 2 5- G.6 31-60-74 Similar to bottom portion of Sample No. 1, but slightly less silty and fewer rusty-brown spots.
flOHING HO. E 1 - 1 SOIL DESCHIPTIONS I kJ>I h (II \\':tl 1 .,. I ,c ('I* I' ro lcct No. 728o Nu111hcr '\:llllpk Depth or Description No. ft Hlows pc r G" No soil samples taken. (Bedrock at grmmd surface. J}}