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The southeasterly flowing Susquehanna River makes a sharp change in direction to nearly due South in the vicinity of Middletevn. After this directional change just north of Three Mile Island, the channel videns to approximately 1.5 miles. | The southeasterly flowing Susquehanna River makes a sharp change in direction to nearly due South in the vicinity of Middletevn. After this directional change just north of Three Mile Island, the channel videns to approximately 1.5 miles. | ||
1.2 FIELD INVESTIGATION Supplemented by a ground surface survey team, aerial photographs, and a | 1.2 FIELD INVESTIGATION Supplemented by a ground surface survey team, aerial photographs, and a | ||
' geologic surface investigation; a subsurface exploration progrs=, con-O sisting of 21 borings in conjunction with a seismic refraction survey O was initiated in August and September of 1966 to establish the general | ' geologic surface investigation; a subsurface exploration progrs=, con-O sisting of 21 borings in conjunction with a seismic refraction survey O was initiated in August and September of 1966 to establish the general range of soil depths , types , and engineering properties , and to examine and evaluate the condition of the bedrock and dep*.h of weathering. This work was done to ascertain the capabilities of the site to safely and econcmically support a nuclear-powered generating station. | ||
range of soil depths , types , and engineering properties , and to examine and evaluate the condition of the bedrock and dep*.h of weathering. This work was done to ascertain the capabilities of the site to safely and econcmically support a nuclear-powered generating station. | |||
The borings and seismic profiles covered the entire length of the island. Frce the initial interpretation of the longitudinal seismic line and acccmpanying borings, the general area of the island appearing to offer the best subsurface conditions was selected, and the seismic cross lines and additional borings were concentrated in that area. | The borings and seismic profiles covered the entire length of the island. Frce the initial interpretation of the longitudinal seismic line and acccmpanying borings, the general area of the island appearing to offer the best subsurface conditions was selected, and the seismic cross lines and additional borings were concentrated in that area. | ||
In January 1967, 20 borings were added in the proposed plant site area for further soil investigation and to cbtain reliable water table infor-mation. | In January 1967, 20 borings were added in the proposed plant site area for further soil investigation and to cbtain reliable water table infor-mation. | ||
Line 29: | Line 27: | ||
O 8004080 0002 074 n .v 2,_1 | O 8004080 0002 074 n .v 2,_1 | ||
O. | O. | ||
The seismic survey was conducted by Westen Geophysical Engineers , Inc. | The seismic survey was conducted by Westen Geophysical Engineers , Inc. | ||
Line 39: | Line 36: | ||
feet at the water's edge to slightly more than 300 feet in the north- | feet at the water's edge to slightly more than 300 feet in the north- | ||
; central portion. | ; central portion. | ||
l 2.2 REGIONAL GEOLOGIC HISTORY "After the late Paleozoic mountain making during which ccmpression had been relieved by folding and overthrusting, large blocks of the region settled along nearly vertical joint planes , resulting in for=al faulting and tilting of blocks , which fomed a vast sunken basin or trough with a northeast trend and a highland to the southeast. In the following Triassic period torrential rains washed the vaste frcm the disintegrated crystalline rocks of this highland into the trough and arkosic sand, argillaceous sand and fine sandy mud accumulated. Much of this sediment was of a pronounced red color, owing to the fact that the iron content l of the rocks was highly oxidized when they disintegrated, apparently under acid conditions. After the accumulation of a thickness of many thousands of feet of these red rocks, which now form the Newark group, further adjustment of earth biceks by tilting and'nomal faulting took place en a still larger scale than before and in places mountains were I. ,\ i fomed on the northwest side of the basin by diffTrential uplift of several thousand feet. Catoctin Mountain in Southern Pennsylvania, is an exahple". | l 2.2 REGIONAL GEOLOGIC HISTORY "After the late Paleozoic mountain making during which ccmpression had been relieved by folding and overthrusting, large blocks of the region settled along nearly vertical joint planes , resulting in for=al faulting and tilting of blocks , which fomed a vast sunken basin or trough with a northeast trend and a highland to the southeast. In the following Triassic period torrential rains washed the vaste frcm the disintegrated crystalline rocks of this highland into the trough and arkosic sand, argillaceous sand and fine sandy mud accumulated. Much of this sediment was of a pronounced red color, owing to the fact that the iron content l of the rocks was highly oxidized when they disintegrated, apparently under acid conditions. After the accumulation of a thickness of many thousands of feet of these red rocks, which now form the Newark group, further adjustment of earth biceks by tilting and'nomal faulting took place en a still larger scale than before and in places mountains were I. ,\ i fomed on the northwest side of the basin by diffTrential uplift of several thousand feet. Catoctin Mountain in Southern Pennsylvania, is an exahple". | ||
h Stese and Jonas (1933). | h Stese and Jonas (1933). | ||
0002 075 2A-2 | 0002 075 2A-2 | ||
The Newark group is believed to have a thickness of approxi=ately 16,000 O feet and tilts tcward the northwest due to subsidence and faulting along the northwest border. | The Newark group is believed to have a thickness of approxi=ately 16,000 O feet and tilts tcward the northwest due to subsidence and faulting along the northwest border. | ||
Later, intrusion of Triassic diabase dikes and sills cut through the Newark group and metaccrphism tock place along the edges of these intru-siens. Since Triassic times an erosional period. has been prevalent except for glacio-fluvial deposition frem Pleistocene glacial advances. | Later, intrusion of Triassic diabase dikes and sills cut through the Newark group and metaccrphism tock place along the edges of these intru-siens. Since Triassic times an erosional period. has been prevalent except for glacio-fluvial deposition frem Pleistocene glacial advances. | ||
Line 54: | Line 48: | ||
At this point the channel has been incised into the more easily erodable Gettysburg shale, resulting in a conspicuously vider channel. In addi-tion a change of flev direction occurs after the stream cuts through the diabase dike which crosses the river at that point (represented by O Hill Island) and is directed along N 10 E striking vertical joints until it is again restricted and deflected by a second diabase dike just south of Three Mile Island. | At this point the channel has been incised into the more easily erodable Gettysburg shale, resulting in a conspicuously vider channel. In addi-tion a change of flev direction occurs after the stream cuts through the diabase dike which crosses the river at that point (represented by O Hill Island) and is directed along N 10 E striking vertical joints until it is again restricted and deflected by a second diabase dike just south of Three Mile Island. | ||
Sculders carried by the glacial meltwater or transported downstream by ice-rafts were first deposited in this wide-channel, low velocity i section of the river and became the nuclei for subsequent deposition of j smaller materials. This gradual accretion of river sediment resulted i in the growth of most of the islands in this area. Three Mile Island l is =ade up of two such nuclei which eventually merged. The area between the two nuclei is presently represented by fine-grained de-pcsits which were deposited in 5 icv energy fluvial envirccment between the two grcwing depositional islanis. l 2.k 3ED ROCK GEOLOGY The site is underlain by the sedimentary rocks of the Gettysburg shale, ; | Sculders carried by the glacial meltwater or transported downstream by ice-rafts were first deposited in this wide-channel, low velocity i section of the river and became the nuclei for subsequent deposition of j smaller materials. This gradual accretion of river sediment resulted i in the growth of most of the islands in this area. Three Mile Island l is =ade up of two such nuclei which eventually merged. The area between the two nuclei is presently represented by fine-grained de-pcsits which were deposited in 5 icv energy fluvial envirccment between the two grcwing depositional islanis. l 2.k 3ED ROCK GEOLOGY The site is underlain by the sedimentary rocks of the Gettysburg shale, ; | ||
a part of the Newark group of Triassic Age. Two easterly trending dia-base intrusions cut through the Gettysburg shale, one approximately 1 mile upstream frcm Three Mile Island and a second one about 0.2 miles dcwnstream frcm the island. These more eresion resistant diabase dikes and metamorphosed shales along their edge have caused restrictions in the river at Hill Island, north of the site and at Conevago Falls , dcwn-i stream frem the site. | |||
a part of the Newark group of Triassic Age. Two easterly trending dia-base intrusions cut through the Gettysburg shale, one approximately 1 | |||
mile upstream frcm Three Mile Island and a second one about 0.2 miles dcwnstream frcm the island. These more eresion resistant diabase dikes and metamorphosed shales along their edge have caused restrictions in the river at Hill Island, north of the site and at Conevago Falls , dcwn-i | |||
stream frem the site. | |||
l d The bedrock surface, at the site, is essentia.'ly flat and lies at ap-i prcximately 277 ft elevation. Lithologic typ ss vary frem red to brown, | l d The bedrock surface, at the site, is essentia.'ly flat and lies at ap-i prcximately 277 ft elevation. Lithologic typ ss vary frem red to brown, | ||
) | ) | ||
! interbedded, fine to medium-grained sandstone , shaly siltstone, and ! | ! interbedded, fine to medium-grained sandstone , shaly siltstone, and ! | ||
1 l | 1 l | ||
, 9 7 2i-3 | , 9 7 2i-3 0002 076 l | ||
0002 076 l | |||
O. | O. | ||
shaly claystone which range frem medium-hard to hard possessing ; | shaly claystone which range frem medium-hard to hard possessing ; | ||
Line 85: | Line 66: | ||
suggestion of faulting through the island. | suggestion of faulting through the island. | ||
Stose and Jonas , (1933) mapped a hypothetical NE tranding fault which they l projected through Three Mile Island approximately 0 5 miles south of the i | Stose and Jonas , (1933) mapped a hypothetical NE tranding fault which they l projected through Three Mile Island approximately 0 5 miles south of the i | ||
site area as shown on Addendum 1 of Appendix 2D. The substance for their structural geology was obtained by large scale surface mapping which was completed in 1929 Based on the data collected in this investigation (stmuneized by Addendum 1 of this Appendix), it has been concluded that such a hypothetical fault does not exist. Likewise, these studies show no evidenc l to substantiate the projections of other hypothetical faults across the river immediately north and south cf the island. The Triassic depositional basins | site area as shown on Addendum 1 of Appendix 2D. The substance for their structural geology was obtained by large scale surface mapping which was completed in 1929 Based on the data collected in this investigation (stmuneized by Addendum 1 of this Appendix), it has been concluded that such a hypothetical fault does not exist. Likewise, these studies show no evidenc l to substantiate the projections of other hypothetical faults across the river immediately north and south cf the island. The Triassic depositional basins vere subjected to an appreciable degree of diastrophism during the Palisades disturbance. Most significant, however, is the fact that structural features resulting froc such diastrophism are as much as 185 million years old, and that the area has been extremely stable for the last 10,000 to 1 million yea: | ||
vere subjected to an appreciable degree of diastrophism during the Palisades disturbance. Most significant, however, is the fact that structural features resulting froc such diastrophism are as much as 185 million years old, and that the area has been extremely stable for the last 10,000 to 1 million yea: | |||
In addition, rock velocities obtained from the seismic survey are normal to Triassic Gettysburg For=ation rock types and indicate that the bedrock is not in a state of stress, thereby eliminating any latent threat of future strain. | In addition, rock velocities obtained from the seismic survey are normal to Triassic Gettysburg For=ation rock types and indicate that the bedrock is not in a state of stress, thereby eliminating any latent threat of future strain. | ||
A ccmprehensive evaluation of major tectonic elements in south central Pennsylvania was prepared by Kauf1 ban (1967) and is included in Appendix 2D. It is concluded that the proposed site is not deleteriously affected l by faulting, and further, that regional tectonic elements are inactive and present no threat to the structural integrity of the local geology. | A ccmprehensive evaluation of major tectonic elements in south central Pennsylvania was prepared by Kauf1 ban (1967) and is included in Appendix 2D. It is concluded that the proposed site is not deleteriously affected l by faulting, and further, that regional tectonic elements are inactive and present no threat to the structural integrity of the local geology. | ||
2.6 SOILS The island, as a whole, is composed of fluvially stratified sub-rounded to rounded sand and gravel containing varying amounts of silt, clay, and occasional lenses of clean sand. Density values range fren loose to very dense, as established by Standard Penetration Tests. Boulders are present at depth and are mainly confined to the lower portions of the soil :ene on the north end of the island. Soil depths vary from approx-imately 6 feet at the south end of the island to a maxi =um of 30.0 feet M^ m , | 2.6 SOILS The island, as a whole, is composed of fluvially stratified sub-rounded to rounded sand and gravel containing varying amounts of silt, clay, and occasional lenses of clean sand. Density values range fren loose to very dense, as established by Standard Penetration Tests. Boulders are present at depth and are mainly confined to the lower portions of the soil :ene on the north end of the island. Soil depths vary from approx-imately 6 feet at the south end of the island to a maxi =um of 30.0 feet M^ m , | ||
2A h 0002 077 | 2A h 0002 077 | ||
Line 100: | Line 78: | ||
As a result frem one-half to one-foot of topsoil, composed of sandy silt with much organic material, covers the island. The :sland has been cul-tivated and planted into corn fields for the past several years. | As a result frem one-half to one-foot of topsoil, composed of sandy silt with much organic material, covers the island. The :sland has been cul-tivated and planted into corn fields for the past several years. | ||
3 FOUNDATION CONSIDERATIONS As set forth in the section on Depcsitional History, the si surface of | 3 FOUNDATION CONSIDERATIONS As set forth in the section on Depcsitional History, the si surface of | ||
{ | { | ||
Three Mile Island indicates that it formed first as two is; .2ds which ' | Three Mile Island indicates that it formed first as two is; .2ds which ' | ||
Line 110: | Line 87: | ||
ft can be considered to safely support ik kips per square foot if it | ft can be considered to safely support ik kips per square foot if it | ||
{ renpins a < sufficient distance above the water table, and half of that l value at the' water table. | { renpins a < sufficient distance above the water table, and half of that l value at the' water table. | ||
l | l 2A-5 0002 078 | ||
2A-5 0002 078 | |||
*t ? | *t ? | ||
3.3 ROCK $ | 3.3 ROCK $ | ||
The fact that the bedrock surface is differentially weathered necessi-tates a variation in the surface bearing espacity and points out the need for assuring that any structure suppor l.ed by rock be fi=ly astab-lished en sound rock. For preliminary planning and esti=ating purposcs, the sound rock surface can be assumed to be represented ht the seismic top of rcck line, defined by a velocity of 10,000 ft/sec, shown on Figure 2A-1, and the bearing capacity of rock to support any given foun-dation at a constant elevation be assumed to be equal to a maximum of | The fact that the bedrock surface is differentially weathered necessi-tates a variation in the surface bearing espacity and points out the need for assuring that any structure suppor l.ed by rock be fi=ly astab-lished en sound rock. For preliminary planning and esti=ating purposcs, the sound rock surface can be assumed to be represented ht the seismic top of rcck line, defined by a velocity of 10,000 ft/sec, shown on Figure 2A-1, and the bearing capacity of rock to support any given foun-dation at a constant elevation be assumed to be equal to a maximum of | ||
Line 130: | Line 102: | ||
2A-6 | 2A-6 | ||
GEOLCGIC GLCSSARY Alluvial Stream transported Aquifer A vater producing geologie unit Artesian Water Groundwater that rises above the level at which it is encountered Bedrock Rock underlying soil, sand, clay, boulders, etc. | |||
Diastrophism The process of deformation of the earth's crust Dike A tabular body of igneous rock that cuts across the structure of adjacent rocks or cuts massive rocks Decomposition Breakdown and decay of rock to soils condition Dip The angle at which a stratum or any planar feature is inclined from the horizontal Fault A break in rock along which there has been dis-placement of the two sides relative to one another parallel to the break Fluvial Produced by river action Folds Bends in the strata Footvall Rock below a fault plane Fractures Breaks in rock due to foldin6 or faultin6 Groundwater Subsurface water in the :ene of saturation Hangin6 Wall Rock above a fault plane Ice-Raft Floating ice which transports rock particles and other materials Intrusion An invasion of older rock by igneous rock Joint A fracture or parting along which little or no movement has occurred parallel to the fracture Lithology Cmposition and texture of rock NX Core si:e - 2.155 inches | |||
GEOLCGIC GLCSSARY Alluvial Stream transported Aquifer A vater producing geologie unit Artesian Water Groundwater that rises above the level at which | ( Overburden Soil, sand, gravel, boulders , etc. , that overlies bedrock th % 0002 080 2A-7 L | ||
it is encountered Bedrock Rock underlying soil, sand, clay, boulders, etc. | |||
Diastrophism The process of deformation of the earth's crust Dike A tabular body of igneous rock that cuts across the structure of adjacent rocks or cuts massive rocks Decomposition Breakdown and decay of rock to soils condition Dip The angle at which a stratum or any planar feature is inclined from the horizontal Fault A break in rock along which there has been dis-placement of the two sides relative to one another parallel to the break Fluvial Produced by river action Folds Bends in the strata Footvall Rock below a fault plane Fractures Breaks in rock due to foldin6 or faultin6 Groundwater Subsurface water in the :ene of saturation Hangin6 Wall Rock above a fault plane Ice-Raft Floating ice which transports rock particles and other materials Intrusion An invasion of older rock by igneous rock | |||
Joint A fracture or parting along which little or no movement has occurred parallel to the fracture Lithology Cmposition and texture of rock NX Core si:e - 2.155 inches | |||
( Overburden Soil, sand, gravel, boulders , etc. , that overlies bedrock th % 0002 080 | |||
2A-7 L | |||
GEOLOGIC GLCSSART (con't) | GEOLOGIC GLCSSART (con't) | ||
Overthrust In faulting, the process of thrusting the hang- , | Overthrust In faulting, the process of thrusting the hang- , | ||
ing vall (relatively) over the foot vall Sandstone Sandstones are ecmposed of cemented grains of l sand size material ; | ing vall (relatively) over the foot vall Sandstone Sandstones are ecmposed of cemented grains of l sand size material ; | ||
Shale A laminated sediment, composed predcminantly of particles of clay size Siltstone A very fine grained clastic rock ccuposed pre-dominantly of particles of silt size Tectonics The study of the structure of he earth in response to earth movements Water Table The upper surface of a zene of saturatica Weathering Mechanical and chemical action en rocks which l eventually reduces them to a soil state Hardness Criteria Rock hardness as indicated on the boring legs is a qualitative property detemined by field classification, and is used as an aid to analyzing h general subsurface conditions. Actual rock hardness is difficult to define, therefore an arbitrary =ethod of hardness determination was de-fined by the following criteria: | Shale A laminated sediment, composed predcminantly of particles of clay size Siltstone A very fine grained clastic rock ccuposed pre-dominantly of particles of silt size Tectonics The study of the structure of he earth in response to earth movements Water Table The upper surface of a zene of saturatica Weathering Mechanical and chemical action en rocks which l eventually reduces them to a soil state Hardness Criteria Rock hardness as indicated on the boring legs is a qualitative property detemined by field classification, and is used as an aid to analyzing h general subsurface conditions. Actual rock hardness is difficult to define, therefore an arbitrary =ethod of hardness determination was de-fined by the following criteria: | ||
Line 155: | Line 115: | ||
Hard Rock cannot be breken by thumb pressure. May ex-hibit minor oxidation (i.e. scme oxide staining or discoloration, etc.). | Hard Rock cannot be breken by thumb pressure. May ex-hibit minor oxidation (i.e. scme oxide staining or discoloration, etc.). | ||
! Very hard Rock breken with difficulty by ha==er. Exhibits l no effects f cm veathering. | ! Very hard Rock breken with difficulty by ha==er. Exhibits l no effects f cm veathering. | ||
O 08 ' .i .. 0002 081 | O 08 ' .i .. 0002 081 2A-6 | ||
2A-6 | |||
O "="=s (1) , | O "="=s (1) , | ||
Line 166: | Line 124: | ||
(h) Gray, C. Geologie Map of Pennsylvania, Pennsylvania Geoligical Survey Map #1,1960 (5) Sexton, T. F. Seismic Survey, Three Mile Island, Pennsylvania Weston Geophysical Engineers , Inc. , Weston, Mass . , | (h) Gray, C. Geologie Map of Pennsylvania, Pennsylvania Geoligical Survey Map #1,1960 (5) Sexton, T. F. Seismic Survey, Three Mile Island, Pennsylvania Weston Geophysical Engineers , Inc. , Weston, Mass . , | ||
September 9, 1966 O | September 9, 1966 O | ||
0002 082 O | |||
2A-9 | |||
0002 082 | |||
TEST 3CRINGS O | TEST 3CRINGS O | ||
Line 178: | Line 133: | ||
1 1 42 CT-1 2 2 44 CT-2 3 3 46 cT-3 4 4 48 CT 4 5 5 50 CT-5 6 6 52 cT-6 7 7 54 CT-7 8 8 56 cT-8 9 9 58 CT-9 10 10 60 cT-10 u n 62 cT-n la 12 64 cT-12 13 13 66 cT-13 14 14 68 CT-14 15 15 70 CT-15 16 16 72 DH-100 17 17 74 DH-101 16 18 76 DH-102 19 19 78 DH-103 20 20 80 DH-104 h 21 22 21 A-1 82 84 DH-105 DH-106 23 A-2 86 DH-107 24 A-3 88 DH-lC8 ) | 1 1 42 CT-1 2 2 44 CT-2 3 3 46 cT-3 4 4 48 CT 4 5 5 50 CT-5 6 6 52 cT-6 7 7 54 CT-7 8 8 56 cT-8 9 9 58 CT-9 10 10 60 cT-10 u n 62 cT-n la 12 64 cT-12 13 13 66 cT-13 14 14 68 CT-14 15 15 70 CT-15 16 16 72 DH-100 17 17 74 DH-101 16 18 76 DH-102 19 19 78 DH-103 20 20 80 DH-104 h 21 22 21 A-1 82 84 DH-105 DH-106 23 A-2 86 DH-107 24 A-3 88 DH-lC8 ) | ||
25 3-1 90 DH-109 26 3-1A 92 DH- HO ! | 25 3-1 90 DH-109 26 3-1A 92 DH- HO ! | ||
27 B-2 94 DH-lli l 28 BL-1 | 27 B-2 94 DH-lli l 28 BL-1 96 DH-112 29 3L-2 98 DH-113 30 c-1 100 DH-n4 31 c-2 102 DH-ll5 ' | ||
96 DH-112 29 3L-2 98 DH-113 30 c-1 100 DH-n4 31 c-2 102 DH-ll5 ' | |||
32 c-5 104 DH-n7 l 33 c-6 lc6 DH-n8 i 34 c-7 108 DH-ng 35 D-1 110 DH-120 36 D-2 n3 RB-1 (NX) 37 D-3 115 RB-1 (BX) ) | 32 c-5 104 DH-n7 l 33 c-6 lc6 DH-n8 i 34 c-7 108 DH-ng 35 D-1 110 DH-120 36 D-2 n3 RB-1 (NX) 37 D-3 115 RB-1 (BX) ) | ||
38 D-4 n7 RB-2 (3X) 39 cw-l 118 r.3-2 (NX) 40 Ow-2 121 RB-3 (3X) 41 CV-3 122 RS-3 125 RB-4 (3X) 126 R3 4 (NX) 129 R3-5 (3X) 2.31 Rs-5 (NX) | 38 D-4 n7 RB-2 (3X) 39 cw-l 118 r.3-2 (NX) 40 Ow-2 121 RB-3 (3X) 41 CV-3 122 RS-3 125 RB-4 (3X) 126 R3 4 (NX) 129 R3-5 (3X) 2.31 Rs-5 (NX) | ||
Line 190: | Line 143: | ||
* Bo'7d DATE: 9-6-66 24 HR$ | * Bo'7d DATE: 9-6-66 24 HR$ | ||
C eerse g $PT Grenvier REMARK $ | C eerse g $PT Grenvier REMARK $ | ||
SCIL DESCRIPTION wi 3 83I* | SCIL DESCRIPTION wi 3 83I* | ||
* Z u * | * Z u * | ||
Line 199: | Line 151: | ||
, co esc u v.y | , co esc u v.y | ||
-=r> 1 1 1 6 . . . . | -=r> 1 1 1 6 . . . . | ||
1 | 1 | ||
. Jed. dense, fine silty sand - tr. 1MM - Ang. . i | . Jed. dense, fine silty sand - tr. 1MM - Ang. . i | ||
Line 212: | Line 162: | ||
*ri5 12 14 18 g Dense to very dense, fine to coarse SW 1NM - Sub. ing. | *ri5 12 14 18 g Dense to very dense, fine to coarse SW 1NM - Sub. ing. | ||
T)6 21 22 3C .(g, ,- _ grained silty sand & gravel GP 1" tosui . | T)6 21 22 3C .(g, ,- _ grained silty sand & gravel GP 1" tosui . | ||
Mr5? 27 29 22 ' . rnd. . Meist Z)8 31 21 26 | Mr5? 27 29 22 ' . rnd. . Meist Z)8 31 21 26 Grio 28 L1 32 ' 1. . - | ||
Grio 28 L1 32 ' 1. . - | |||
I)l0 18 2c LS ..,, [ | I)l0 18 2c LS ..,, [ | ||
~ | ~ | ||
Line 230: | Line 168: | ||
) | ) | ||
s I)12 29 36 al t; ; 19 5 . Top of Rock Ai13 L7 3C 60 k !- - | s I)12 29 36 al t; ; 19 5 . Top of Rock Ai13 L7 3C 60 k !- - | ||
"f,4 fed. harc to hard interbedded 4.0 34 - Dip :: 45 * | "f,4 fed. harc to hard interbedded 4.0 34 - Dip :: 45 * | ||
'/ff shaley claystone & shaley silt- - | '/ff shaley claystone & shaley silt- - | ||
//'* ytone - noderately breken - | //'* ytone - noderately breken - | ||
several 45' bedd | several 45' bedd | ||
/jj, | /jj, 23.5 85% - slips | ||
23.5 85% - slips | |||
~ r it, 6.0 55 - few nearly verti f#/ : ' | ~ r it, 6.0 55 - few nearly verti f#/ : ' | ||
Joints | Joints | ||
///. _ | ///. _ | ||
///- . | ///- . | ||
29 5 92% - | 29 5 92% - | ||
Total Depth 29 5' - | Total Depth 29 5' - | ||
l O E i i c.o | |||
l O E i i | |||
c.o | |||
,o.- 0002 084 - | ,o.- 0002 084 - | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
SOIL CLASSIFICATION 5HEET | SOIL CLASSIFICATION 5HEET | ||
$ NEE? 1 0F 1 ECT E T* EU W.C. 4115-05 SITE AREA 3 Mile Island 2 ORILL HOLE No. | $ NEE? 1 0F 1 ECT E T* EU W.C. 4115-05 SITE AREA 3 Mile Island 2 ORILL HOLE No. | ||
*RACTOR: F. T. Kitlinski COORDINATES 10 + la N E LE VATION 290*O LER: W. Carson 19 7 GwLQHR$ | *RACTOR: F. T. Kitlinski COORDINATES 10 + la N E LE VATION 290*O LER: W. Carson 19 7 GwLQHR$ | ||
Line 304: | Line 190: | ||
W REMARK $ | W REMARK $ | ||
SolL DESCRIPfl0H 5.it. | SolL DESCRIPfl0H 5.it. | ||
j' | j' ei.-./ Ch 4 1"- | ||
ei.-./ Ch 4 1"- | |||
a | a | ||
.5 0 ..,<.,C .. ..,>. C.i., | .5 0 ..,<.,C .. ..,>. C.i., | ||
Line 316: | Line 200: | ||
C... "d. * *F'''' ,. i ... ... . . | C... "d. * *F'''' ,. i ... ... . . | ||
,,, c,,, | ,,, c,,, | ||
5o93 T 1-_. Q.8 1 ._6_ 7 . | 5o93 T 1-_. Q.8 1 ._6_ 7 . | ||
Med. dense, [ine to med. grained | Med. dense, [ine to med. grained lHM- Sub. - | ||
lHM- Sub. - | |||
9 6 5 5# 311ty sand - set::e gravel 1" ang - | 9 6 5 5# 311ty sand - set::e gravel 1" ang - | ||
7 7 8 d - 0 - | 7 7 8 d - 0 - | ||
8 7 6 | 8 7 6 sub.. | ||
sub.. | |||
5 6 7 I, . | 5 6 7 I, . | ||
rnd.. | rnd.. | ||
~ | ~ | ||
18 18 31 . . ___ __ _8_. 8 . | 18 18 31 . . ___ __ _8_. 8 . | ||
~ | ~ | ||
1.t Zery dense, fine to coarse, silty | 1.t Zery dense, fine to coarse, silty 35 32 36 N 12 Ang._.o qq-- Q. gand & gravel - seine boulders N >2" rnd . | ||
35 32 36 N 12 Ang._.o qq-- Q. gand & gravel - seine boulders N >2" rnd | |||
18 36 35 l' ' . - | 18 36 35 l' ' . - | ||
28 402 4' | 28 402 4' | ||
.j. - | .j. - | ||
Line 348: | Line 218: | ||
* 16 5, 0% Cored Boulders 2 | * 16 5, 0% Cored Boulders 2 | ||
g241(L {. ' | g241(L {. ' | ||
_18 2 _ | _18 2 _ | ||
21.0 " " | 21.0 " " | ||
Line 355: | Line 223: | ||
~0% ~ ' | ~0% ~ ' | ||
n - . | n - . | ||
l 0 R E D 0"--* | l 0 R E D 0"--* | ||
___ . ._._ . 23 7 , 23 7 0% - Top of Rech I | ___ . ._._ . 23 7 , 23 7 0% - Top of Rech I | ||
/ */ Red. hard to hard, interbedded 4.2 4.2 | / */ Red. hard to hard, interbedded 4.2 4.2 | ||
Line 366: | Line 232: | ||
grained sandstone, moderately R , broken 27 9__ 15)__ _. | grained sandstone, moderately R , broken 27 9__ 15)__ _. | ||
3 ' | 3 ' | ||
D 58 52 - | |||
D | |||
58 52 - | |||
ll | ll | ||
/ < '. | / < '. | ||
33*7 895 - . . _ _ . | 33*7 895 - . . _ _ . | ||
Total Depth 33 7 - | Total Depth 33 7 - | ||
e te '.*' 0002 085 | e te '.*' 0002 085 | ||
O GILBERT ASSOCIATES, INC. | O GILBERT ASSOCIATES, INC. | ||
Soll CLA551FICATION $HEET SHEf7 1 of PROJECT : MET | Soll CLA551FICATION $HEET SHEf7 1 of PROJECT : MET | ||
* E W.O. L115-05 site AREA 3 Mile Island omitt sotg uc CONTRACTOR: F. T. Kitlinski CCORDINATE3 20 + 00 N ELEVATION M DRILLER : W. Carsen GwL 0 HR$ 1 CLA551FIED SY: S* 007d DATE: 9-2 bb 24 HR5 C eerse | * E W.O. L115-05 site AREA 3 Mile Island omitt sotg uc CONTRACTOR: F. T. Kitlinski CCORDINATE3 20 + 00 N ELEVATION M DRILLER : W. Carsen GwL 0 HR$ 1 CLA551FIED SY: S* 007d DATE: 9-2 bb 24 HR5 C eerse 5PT *awle' REMARKS | ||
5PT *awle' REMARKS | |||
.: | .: | ||
* w | * w G'Seile SOIL DESCRIPTION M | ||
G'Seile SOIL DESCRIPTION M | |||
8''''' | 8''''' | ||
* Density (w Consteveney), Celee ? "3** y , g, | * Density (w Consteveney), Celee ? "3** y , g, 0 I"* 3 ' | ||
0 I"* 3 ' | |||
d j Seil Type . Assesswies d Cwe R es. C '**"d * *'*'- | d j Seil Type . Assesswies d Cwe R es. C '**"d * *'*'- | ||
6 12 18 R ua Cwe | 6 12 18 R ua Cwe aopsola v./ | ||
aopsola v./ | |||
M l 1 1 6 .. | M l 1 1 6 .. | ||
p 2' 12 LA 25 [ *' W . dense, fine silty sand - some SP 1NK - Sub - | p 2' 12 LA 25 [ *' W . dense, fine silty sand - some SP 1NK - Sub - | ||
U 3 31 17 11 i( [ gravel GP 1" ang : Dry | U 3 31 17 11 i( [ gravel GP 1" ang : Dry | ||
Line 444: | Line 263: | ||
^1 | ^1 | ||
.2' II,5 | .2' II,5 | ||
, ~Med. dense to dense, fine to coars o | , ~Med. dense to dense, fine to coars o 6{ grained, silty sand & gravel- some SW INK - | ||
Ang to 1 | |||
6{ grained, silty sand & gravel- some SW INK - | IM 9 LA L2 L8 | ||
Ang to | |||
'3 r " boulders GW > 2" Rnd - Moist samples j lQ 10 10 16 21 [h _" ~ | '3 r " boulders GW > 2" Rnd - Moist samples j lQ 10 10 16 21 [h _" ~ | ||
thf 11 o 10 11 3- - - | thf 11 o 10 11 3- - - | ||
) | ) | ||
Line 459: | Line 273: | ||
~ | ~ | ||
NO SAGLE n | NO SAGLE n | ||
vi | vi Im _ | ||
Im _ | |||
19,5 . | 19,5 . | ||
~ | ~ | ||
Line 467: | Line 279: | ||
Cored Boulders | Cored Boulders | ||
? Sample recovered - | ? Sample recovered - | ||
-l | -l C 0 R ' D 8 - | ||
Cf LS 22 A 22 A Too of Rock 2 | |||
C 0 R ' D 8 - | |||
Cf LS 22 A 22 A Too of Rock | |||
2 | |||
_ C h'/' _ Medium hard to hard, interbedded 2.1 2.0 | _ C h'/' _ Medium hard to hard, interbedded 2.1 2.0 | ||
- 0 . 25.0 065 _ Dip _ | - 0 . 25.0 065 _ Dip _ | ||
45' | 45' R 7/. .shaley claystone & shaley silt- | ||
/j/ -stone, moderately broken E , | |||
R 7/. .shaley claystone & shaley silt- | 79 7.4 - Few Joints 9 /, . | ||
/j/ -stone, moderately broken | |||
E , | |||
79 7.4 - Few Joints | |||
9 /, . | |||
_ / _ _ | _ / _ _ | ||
Z | Z | ||
'/' : " | '/' : " | ||
12.9 93%_" | 12.9 93%_" | ||
_ _ Total Depth 32 9 . | _ _ Total Depth 32 9 . | ||
O , | O , | ||
: 0002 086 | : 0002 086 | ||
_ _ m S | _ _ m S | ||
r | r | ||
*$6 a | *$6 a | ||
l l | l l | ||
O GILBERT ASSOCIATES, INC. | O GILBERT ASSOCIATES, INC. | ||
Line 527: | Line 308: | ||
. SCIL oESCRIPTION 5 I*''' - | . SCIL oESCRIPTION 5 I*''' - | ||
88.-*/ | 88.-*/ | ||
a j | a j Chemi..I C.mp, o . .., t., C . i. ..y ). ;.i., j ? "S ,"/.* ?d". | ||
i 5 G..i.,i. o. . | i 5 G..i.,i. o. . | ||
*'a. s.ii 7,,. . A..v .,s.. | *'a. s.ii 7,,. . A..v .,s.. | ||
Line 544: | Line 323: | ||
; '.,4ebbles | ; '.,4ebbles | ||
;ggg . | ;ggg . | ||
SP >2" Rnd . | SP >2" Rnd . | ||
16 17 13 - - - | 16 17 13 - - - | ||
d.1- - | d.1- - | ||
16 20 LL o. . | 16 20 LL o. . | ||
~ | ~ | ||
SA GLC f. ~ | SA GLC f. ~ | ||
Samples wet at bottom | Samples wet at bottom | ||
+ layer (samples 7 & 8) h).'' | + layer (samples 7 & 8) h).'' | ||
18 36 39 - | 18 36 39 - | ||
. more coarse material | . more coarse material with incrocaing depth SA GLC .' / ~ | ||
with incrocaing depth SA GLC .' / ~ | |||
1c '.e | 1c '.e | ||
# }'?' - | # }'?' - | ||
21.4 | 21.4 | ||
, *e. 2.4 2.2 Few vertical joints | , *e. 2.4 2.2 Few vertical joints | ||
! #f */. & dium hard to hard clayey silt- 23 8' 925 - pieces up to 1 ft. in 0 | ! #f */. & dium hard to hard clayey silt- 23 8' 925 - pieces up to 1 ft. in 0 | ||
1 R , 1 one, era e y r en red) - | 1 R , 1 one, era e y r en red) - | ||
lenph | lenph | ||
[./ | [./ | ||
/'' | /'' | ||
~ | ~ | ||
massive unit, no D / */ ~ apparent bedding 7.5-[ | massive unit, no D / */ ~ apparent bedding 7.5-[ | ||
7.6 | 7.6 | ||
/'t - | /'t - | ||
/,s . | /,s . | ||
~ | ~ | ||
~ | ~ | ||
/, / 31.4 98% | /, / 31.4 98% | ||
Total Depth 31.4' - | Total Depth 31.4' - | ||
w,. | w,. | ||
- G | - G | ||
: 0002 087 | : 0002 087 | ||
O - | O - | ||
Line 627: | Line 360: | ||
$NEET 1 0: | $NEET 1 0: | ||
PR OJECT : | PR OJECT : | ||
* W.O.' 411545 $1TE AREA 3 Mile Island DRILL NOLE NC CONTRACTOR: F. T. Kitlinski CCORDINATES LO + 00 N E LEV ATION d ORILLEM: d. Carsen | * W.O.' 411545 $1TE AREA 3 Mile Island DRILL NOLE NC CONTRACTOR: F. T. Kitlinski CCORDINATES LO + 00 N E LEV ATION d ORILLEM: d. Carsen GwL0NRS 16-CLA551 PIED BY : R. Boyd oArg, 8-31-66 , 54 NRs _12; C oerse g 5P7 Grenvier REMARKS g 5 Seils | ||
GwL0NRS 16-CLA551 PIED BY : R. Boyd oArg, 8-31-66 , 54 NRs _12; C oerse g 5P7 Grenvier REMARKS g 5 Seils | |||
: u. 2 * | : u. 2 * | ||
, 50tL DESCRIPTICH , | , 50tL DESCRIPTICH , | ||
Sle=e/ u Chemisel Camp, 4 d -j Deasety (or CeasiseeasyL Celee , | Sle=e/ u Chemisel Camp, 4 d -j Deasety (or CeasiseeasyL Celee , | ||
Range Gre en j Sise shoes GeeMS,is De's, O | Range Gre en j Sise shoes GeeMS,is De's, O | ||
I J | I J | ||
Line 641: | Line 370: | ||
.casos. v./ | .casos. v./ | ||
dl 1 2 2 j7-Loose sandy sil & gravel, trace NL <1m-~Ang - | dl 1 2 2 j7-Loose sandy sil & gravel, trace NL <1m-~Ang - | ||
E 2. 1 L 1 'I . { organic material 30 GP h" ,_ | |||
E 2. 1 L 1 'I . { organic material | |||
Loam M .Nedium dense to dense silty sand rit 3 8 LO | Loam M .Nedium dense to dense silty sand rit 3 8 LO | ||
'i . , | 'i . , | ||
- .h gravel (sand fine to medium - GM INM - Sub - | - .h gravel (sand fine to medium - GM INM - Sub - | ||
a .c- 4 15 12 18 M dry) 3M Ang - | a .c- 4 15 12 18 M dry) 3M Ang - | ||
Line 652: | Line 378: | ||
7.5 - | 7.5 - | ||
TC 6 9 8 10 yed. dense silty sand a gravel - SP 2HM - Ang ~ Pebbles covered | TC 6 9 8 10 yed. dense silty sand a gravel - SP 2HM - Ang ~ Pebbles covered | ||
" ~ | " ~ | ||
tht 7 1C 11 1C h{. - **"d **d' t c a m grahed GP 1" , FeO staba LE 8 1C 9 10 ) 'g, | tht 7 1C 11 1C h{. - **"d **d' t c a m grahed GP 1" , FeO staba LE 8 1C 9 10 ) 'g, 12 5 Rnd 2 ! | ||
p ' M 9 14 27 gg %ry dense clam sand (med.) & SP g ^^8 " | |||
12 5 Rnd 2 ! | |||
p ' M 9 14 27 | |||
gg %ry dense clam sand (med.) & SP g ^^8 " | |||
\ L4 U h__EI | \ L4 U h__EI | ||
,. gravel - some boulders-some silt GP Rnd - Desiccated l | ,. gravel - some boulders-some silt GP Rnd - Desiccated l | ||
l | l v - | ||
v - | |||
1A.3 - | 1A.3 - | ||
'irst C 0 R E I | 'irst C 0 R E I LW11 LO ]Qf D CC-r: | ||
LW11 | |||
LO ]Qf D CC-r: | |||
- Q. ._, 05..- | - Q. ._, 05..- | ||
~ | ~ | ||
Cored Boulders i | Cored Boulders i | ||
*p$ | *p$ | ||
C 0 R S' | C 0 R S' | ||
" D - - " " | " D - - " " | ||
eC - | eC - | ||
20.4' 20.4 0% - Top of Roc _k | 20.4' 20.4 0% - Top of Roc _k C 19 . | ||
C 19 . | |||
4.a J. 4 - uxp w | 4.a J. 4 - uxp w | ||
- / . Medium hard to hard, red shaley 22 5 57% - Vertical jointin | - / . Medium hard to hard, red shaley 22 5 57% - Vertical jointin | ||
- 0 <1aystone, broken to very broken R /f 36 36 - quite extensive g ff _ | - 0 <1aystone, broken to very broken R /f 36 36 - quite extensive g ff _ | ||
joints cemented D /' - 26.1' 1005 _ | joints cemented D /' - 26.1' 1005 _ | ||
/, . | /, . | ||
f f 43 fe.3 - | |||
f f | |||
43 fe.3 - | |||
E | E | ||
'/ - | '/ - | ||
10.L' inM - -- | 10.L' inM - -- | ||
: Total D.pta 30.u' l | |||
: Total D.pta 30.u' | |||
l | |||
~ | ~ | ||
2 . | 2 . | ||
~ | ~ | ||
l 1 | l 1 | ||
- E | - E | ||
- m l | |||
- m | |||
l | |||
O 1 | O 1 | ||
E , . | E , . | ||
i 0002 088 l | i 0002 088 l | ||
O GILBERT ASSOCIATES, INC. | O GILBERT ASSOCIATES, INC. | ||
Soll CLASSIFICATION $HEET SHEET 1 0F 1 ECT: MEI' ED w.o. 4115-05 SITE AREA 3 Mile Island on,tg got, go, 6 RACTOR: F | Soll CLASSIFICATION $HEET SHEET 1 0F 1 ECT: MEI' ED w.o. 4115-05 SITE AREA 3 Mile Island on,tg got, go, 6 RACTOR: F | ||
Line 756: | Line 425: | ||
"**'"'C'*'- | "**'"'C'*'- | ||
e In. | e In. | ||
6 S is e She e Geele,e Dee., | 6 S is e She e Geele,e Dee., | ||
3 5.64 Type. Aseesse,... | 3 5.64 Type. Aseesse,... | ||
Line 764: | Line 432: | ||
R wa Cee. | R wa Cee. | ||
60PSOil v.c 1- 3-L \ ' Loose sandy silt - trace clay & ML | 60PSOil v.c 1- 3-L \ ' Loose sandy silt - trace clay & ML | ||
(\ | (\ | ||
5 A 3 . | 5 A 3 . | ||
_ roots 3 5 5 {,- - | _ roots 3 5 5 {,- - | ||
5.0 17 -.25 27 9 . Dense, fine sand & rock frags 3P 1EM - Ang - | 5.0 17 -.25 27 9 . Dense, fine sand & rock frags 3P 1EM - Ang - | ||
7c Red sandstone rock frat | 7c Red sandstone rock frat 29 21 28 7.7 GP 1"7'7 | ||
~LC'- - - -f.2 p, " Dense to very dense - silty sand & 1" - Su'b - | |||
29 21 28 | |||
7.7 GP 1"7'7 | |||
~LC'- - - -f.2 | |||
p, " Dense to very dense - silty sand & 1" - Su'b - | |||
0 R E D 4 g avel - 2" Rnd . | 0 R E D 4 g avel - 2" Rnd . | ||
Mden cord s _seme beulders - sand med to cearse GP Ang _ no recovery | Mden cord s _seme beulders - sand med to cearse GP Ang _ no recovery | ||
. _ . . . 8 -contains both gravel & ang. rock 12.2 05. . | . _ . . . 8 -contains both gravel & ang. rock 12.2 05. . | ||
-frags. | -frags. | ||
. , '_ 13 7 - | . , '_ 13 7 - | ||
Line 795: | Line 453: | ||
<. rock poorly consolidate g j,,7 e n broken - | <. rock poorly consolidate g j,,7 e n broken - | ||
can break frags. with | can break frags. with | ||
'.' - 25.l' 6A% _ fingers | '.' - 25.l' 6A% _ fingers | ||
/. . . | /. . . | ||
D | D | ||
// - | // - | ||
50 33- Dip 45' | 50 33- Dip 45' | ||
/, , | /, , | ||
i.- - | i.- - | ||
. 30.1' 66% . _ | . 30.1' 66% . _ | ||
- Total Depth 30.1' - | - Total Depth 30.1' - | ||
t c, s . . | t c, s . . | ||
. .. . m . . | . .. . m . . | ||
: 0002 089. | : 0002 089. | ||
GILBERT ASSOCIATES, thC. | GILBERT ASSOCIATES, thC. | ||
SOIL CLASSIFICATION 5HEET SHEET l CF PR OJECT : E'O w.0. 4115 05 site AREA 3 Mile Island oRtLL HOLE NC CONTRACTOR:P. 7. Kitlinski COCRDINATEs 10 + 00 S E LEVATION d DRILLER Smolewict owtaNR$ | SOIL CLASSIFICATION 5HEET SHEET l CF PR OJECT : E'O w.0. 4115 05 site AREA 3 Mile Island oRtLL HOLE NC CONTRACTOR:P. 7. Kitlinski COCRDINATEs 10 + 00 S E LEVATION d DRILLER Smolewict owtaNR$ | ||
CLA551 PIED SY : R. Boyd oxyg, 8-30-66 - | CLA551 PIED SY : R. Boyd oxyg, 8-30-66 - | ||
24 hrs C oorse 4 5PT Greavier RggARxs | 24 hrs C oorse 4 5PT Greavier RggARxs | ||
; W seite | ; W seite Soit DESCRIPflCH S te. / I E d Chemisel Co.,, | ||
Soit DESCRIPflCH S te. / I E d Chemisel Co.,, | |||
g g. as 3 Dens 6ty for Coneiseeney), Celer j ,e R ea,e Sise Gre sa si .. Geel + c Deve, 0 I"- ' | g g. as 3 Dens 6ty for Coneiseeney), Celer j ,e R ea,e Sise Gre sa si .. Geel + c Deve, 0 I"- ' | ||
d j E Seil Type . Ase***eri** d Care R es. G r*"d * * '**. ' | d j E Seil Type . Ase***eri** d Care R es. G r*"d * * '**. ' | ||
Cenewvce6en Problems, e 12 10 R ua Core ma _. v ,1.. .-..- | Cenewvce6en Problems, e 12 10 R ua Core ma _. v ,1.. .-..- | ||
l | l | ||
_j d.gif M yey s | _j d.gif M yey s r.T 1 2 5 7 of - some 5 3,3 gn | ||
r.T | |||
1 2 5 7 of - some 5 3,3 gn | |||
: t. - | : t. - | ||
Damp | Damp | ||
" 8 8 tr -M. dense fine silty sand-trace - | " 8 8 tr -M. dense fine silty sand-trace - | ||
,8 _t . organic..mter421 R .g 4 _23--SC TL . | ,8 _t . organic..mter421 R .g 4 _23--SC TL . | ||
___ k eA._ .. .. | ___ k eA._ .. .. | ||
gE.___ | gE.___ | ||
-- -- Cored from L.L' | -- -- Cored from L.L' | ||
_ C | _ C | ||
[** 3ense, sand, gravel & sandstone - 4.6 09 - 9 0' - no soil | [** 3ense, sand, gravel & sandstone - 4.6 09 - 9 0' - no soil | ||
_ 0 w boulders - | _ 0 w boulders - | ||
recoverei IZ | recoverei IZ E D b ~ | ||
E D b ~ | |||
f- _7. dense silty sand & Gravel - | f- _7. dense silty sand & Gravel - | ||
9.0_ | 9.0_ | ||
Line 875: | Line 494: | ||
some decomposed red shale, trace GP 2" rnd . Damp | some decomposed red shale, trace GP 2" rnd . Damp | ||
_ If. 41ay to - | _ If. 41ay to - | ||
( NC S,t6L: 8, f y- so | ( NC S,t6L: 8, f y- so ang - | ||
ang | |||
MJ._._L6 J_9 7L cl.! . 15 2 . | MJ._._L6 J_9 7L cl.! . 15 2 . | ||
/ # ' Medium hard (red) shaley clay- - | / # ' Medium hard (red) shaley clay- - | ||
Dip 45* | Dip 45* | ||
Line 889: | Line 501: | ||
0 /<," stone, broken | 0 /<," stone, broken | ||
- 53 35 ~ | - 53 35 ~ | ||
R /' | R /' | ||
. Moderate vertica | . Moderate vertica | ||
- // | - // | ||
20 j_(t(ag . jointing | 20 j_(t(ag . jointing | ||
- D ,, - | - D ,, - | ||
50 45 - _ | 50 45 - _ | ||
T, . _ _ " | T, . _ _ " | ||
2f.5 90% - | 2f.5 90% - | ||
Total Depth 25.5' - | Total Depth 25.5' - | ||
O 0002 090 | |||
O | |||
0002 090 | |||
~ - | ~ - | ||
\ .'. - | \ .'. - | ||
e. | e. | ||
O GILBERT ASSOCIATES, IND. | O GILBERT ASSOCIATES, IND. | ||
SOIL CLA551FICAT10N SHEET 1 1 SHEET OF ICT: MET. ED w.0. All5-05 SITE AREA 3 Mile Island DRILL HOLE NO. O 4 ACTOR: P. 7. Kitlir. ski C00R0lNATE5 20 + 00 S e tgy47:en M .4 . | SOIL CLA551FICAT10N SHEET 1 1 SHEET OF ICT: MET. ED w.0. All5-05 SITE AREA 3 Mile Island DRILL HOLE NO. O 4 ACTOR: P. 7. Kitlir. ski C00R0lNATE5 20 + 00 S e tgy47:en M .4 . | ||
Line 973: | Line 521: | ||
OATE: 24 HR5 c .. | OATE: 24 HR5 c .. | ||
5P7 RIMARK5 | 5P7 RIMARK5 | ||
, Soll DESCRIPTION we | , Soll DESCRIPTION we C'5eil'3*' | ||
C'5eil'3*' | |||
''***' N G = 'a "**'"'C'*** | ''***' N G = 'a "**'"'C'*** | ||
i 0.. 6,y (e, c 4. .. e. cese, 4 aaae* | i 0.. 6,y (e, c 4. .. e. cese, 4 aaae* | ||
Line 982: | Line 527: | ||
5.11 - n. . Asee .eries 5 Core R e c. C '* wad * *''', | 5.11 - n. . Asee .eries 5 Core R e c. C '* wad * *''', | ||
6 12 18 R wn Core * * * " ' ' ' ' ' " * '**** *"* | 6 12 18 R wn Core * * * " ' ' ' ' ' " * '**** *"* | ||
_ 4m. a. | _ 4m. a. | ||
i' -LO 8* sandy sut 1.s E Dry | i' -LO 8* sandy sut 1.s E Dry 2 _] 7- | ||
2 _] 7- | |||
~ ~ ~ " | ~ ~ ~ " | ||
Very stiff clayey silt - some fine 8 8 Of J, . sand - trace rock fragments ML . Dry to moist 1 " - | Very stiff clayey silt - some fine 8 8 Of J, . sand - trace rock fragments ML . Dry to moist 1 " - | ||
8 7 -8 | 8 7 -8 | ||
- r" i - | - r" i - | ||
6.5 - | 6.5 - | ||
f8 7 8 ited. | f8 7 8 ited. | ||
I- Dense - silt - trace sand & | I- Dense - silt - trace sand & | ||
i - | i - | ||
rock frags ~ | rock frags ~ | ||
Line 1,002: | Line 541: | ||
Damp 7 6 6 O - | Damp 7 6 6 O - | ||
gl; . | gl; . | ||
6 5 . 6. . .d... | 6 5 . 6. . .d... | ||
4 , | 4 , | ||
5 5 7 U f, | 5 5 7 U f, | ||
- - - J3 5 , | - - - J3 5 , | ||
48 85-- | 48 85-- | ||
n ~3 oft decemoosed clarstone 15.0 CL - - | |||
n ~3 oft decemoosed clarstone | |||
15.0 CL - - | |||
~ | ~ | ||
Top of Rock . | Top of Rock . | ||
Line 1,019: | Line 553: | ||
jointing R | jointing R | ||
E / 'f siltatene, very broken j | E / 'f siltatene, very broken j | ||
20.0 88% ~ | 20.0 88% ~ | ||
D // - | D // - | ||
ii, | ii, 50 50 . | ||
50 50 . | |||
// | // | ||
~ | ~ | ||
// 25.0 100% ~ | // 25.0 100% ~ | ||
- Total Depth 25 0 . | - Total Depth 25 0 . | ||
l 1 | |||
l | |||
1 | |||
m | m | ||
, , : : 9 | , , : : 9 | ||
: 0002 091 | : 0002 091 | ||
- $ %$% gg | - $ %$% gg | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
$0lL CLA$$1FICATION $HEET 1 | $0lL CLA$$1FICATION $HEET 1 | ||
Line 1,073: | Line 572: | ||
CLA$11 PIED.SY _ 9- OM DATE: 4.24.44 24 HR$ _ | CLA$11 PIED.SY _ 9- OM DATE: 4.24.44 24 HR$ _ | ||
C o.es e e 5PT Grenuler REMARKS A | C o.es e e 5PT Grenuler REMARKS A | ||
z . | z . | ||
SCIL DESCRIPTION I*II' C | SCIL DESCRIPTION I*II' C | ||
Ble.s/ ; a i | Ble.s/ ; a i ac Density (e, Consiseensy). Cel*' d , g,,,, g,,6, Chemisel Comp, g e Size Shepe Geelegic Deve, j j 6 in. 1 ' | ||
ac | |||
Density (e, Consiseensy). Cel*' d , g,,,, g,,6, Chemisel Comp, g e Size Shepe Geelegic Deve, j j 6 in. 1 ' | |||
Seil Type . Assessaries f Core O'*UM **'''' | Seil Type . Assessaries f Core O'*UM **'''' | ||
Res. | Res. | ||
y Ceamassen Problems, e | y Ceamassen Problems, e | ||
msm ..b M i 1 1 1 ( ,p lery stiff clayey silt - tr. fine ML | msm ..b M i 1 1 1 ( ,p lery stiff clayey silt - tr. fine ML 1% - 2% - final: | ||
1% - 2% - final: | |||
T"C 2 f., 5 5 fl -, sand & roots _"esseminated coa: | T"C 2 f., 5 5 fl -, sand & roots _"esseminated coa: | ||
M 3 7 6 11 Ij f | M 3 7 6 11 Ij f | ||
dry E & 1 11. 16 I, ,' [ 6.5 Fv5 5 2C 15 LL . | dry E & 1 11. 16 I, ,' [ 6.5 Fv5 5 2C 15 LL . | ||
V. dense silty sand & gravel SP 1MK - Ang ~- | V. dense silty sand & gravel SP 1MK - Ang ~- | ||
-C 6 20 29 60 ew 9*0 GP 1" sub r id Samples wet g n-Sof t %xwsedTale 9 7-'UL | -C 6 20 29 60 ew 9*0 GP 1" sub r id Samples wet g n-Sof t %xwsedTale 9 7-'UL | ||
]7 LC/.2' | ]7 LC/.2' | ||
/' /j Z C | /' /j Z C | ||
/ 7.edium hard (red) - interbedded 72 7.2 - Fractures irregt | / 7.edium hard (red) - interbedded 72 7.2 - Fractures irregt 0 | ||
0 | |||
/f _ silty shale & clayey shale _ some nearly vert | /f _ silty shale & clayey shale _ some nearly vert | ||
/j Brtken to very broken . | /j Brtken to very broken . | ||
2 45' shear face R | 2 45' shear face R | ||
_ ,/ . | _ ,/ . | ||
. in clayey shale i E //- | . in clayey shale i E //- | ||
16.9 100%_ (45* Bedding s1 D // _ | |||
16.9 100%_ (45* Bedding s1 | |||
D // _ | |||
// - | // - | ||
2.6 2.6 - | 2.6 2.6 - | ||
10.7 1005 - | 10.7 1005 - | ||
] [ Total Depth 19 7 O _= | |||
] [ Total Depth 19 7 | |||
O _= | |||
0002 092 i | 0002 092 i | ||
I I | I I | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
O Soll CLAS$1FICATION SHEET SHEET 1 0F 1 | O Soll CLAS$1FICATION SHEET SHEET 1 0F 1 | ||
Line 1,187: | Line 606: | ||
.g n , 'd. Carson owLoHas 10 3 ilFIED Sy , R. Bo W . oATE, 8-26-66 24 HR5 Hole cavec I | .g n , 'd. Carson owLoHas 10 3 ilFIED Sy , R. Bo W . oATE, 8-26-66 24 HR5 Hole cavec I | ||
C earse 5PT Greavier REMARKS SOIL DESCRIPTION E | C earse 5PT Greavier REMARKS SOIL DESCRIPTION E | ||
_ . 5. is | _ . 5. is B1***/ I d | ||
B1***/ I d | |||
as | as | ||
} Deasiry (e, Ceasisee-av). Celee ,8 *** O'''" | } Deasiry (e, Ceasisee-av). Celee ,8 *** O'''" | ||
Line 1,197: | Line 614: | ||
.3L. ;.v 1 2 7 ~" | .3L. ;.v 1 2 7 ~" | ||
: g. "Jery stiff clayey silt - trace of' - | : g. "Jery stiff clayey silt - trace of' - | ||
11 15 17 -fine sand - trace roots & crgani ML - | 11 15 17 -fine sand - trace roots & crgani ML - | ||
2C 21 22 I, $~8t'fi'l | 2C 21 22 I, $~8t'fi'l 5 | ||
5 | |||
~ | ~ | ||
21 2e 2<' i' 59 1MM- Sub.rrd Coarse sand & boulder 16 1 L; M 7ery dense silty sand a rock SP | 21 2e 2<' i' 59 1MM- Sub.rrd Coarse sand & boulder 16 1 L; M 7ery dense silty sand a rock SP | ||
! Lo aq frag:nents - cored 0 }y,l'E- J;c . frag:nents 8.7' GP D | ! Lo aq frag:nents - cored 0 }y,l'E- J;c . frag:nents 8.7' GP D | ||
2'h. | 2'h. | ||
d -_0% - Top of Rock | d -_0% - Top of Rock | ||
Line 1,211: | Line 624: | ||
0 | 0 | ||
~ | ~ | ||
a layer shale a silty shale | a layer shale a silty shale 12.2 86% - Bedding 45' R - | ||
12.2 86% - Bedding 45' R - | |||
5 [ 65 65 ~ . | 5 [ 65 65 ~ . | ||
D . | D . | ||
[ .... . .__.-. .. __ .- . _ - _ _ . . _ _ . . ].8.7 100% - | [ .... . .__.-. .. __ .- . _ - _ _ . . _ _ . . ].8.7 100% - | ||
[ Total Depth 18.7' " | [ Total Depth 18.7' " | ||
1 - | 1 - | ||
e | e 0002 093 0 | ||
0002 093 0 | |||
O GILBERT ASSOCIATES, INC. | O GILBERT ASSOCIATES, INC. | ||
SOIL CLA511FICAT10H SHEET SHEET 1 0 PROJECT: EI' W.Q. 4115-05 SITE AREA 3 Mile Island on,tt gogg 3, CONTRACTOR 7. T. Kitlinski CCCRDINATES 50 + 00 S etsvarroy . | SOIL CLA511FICAT10H SHEET SHEET 1 0 PROJECT: EI' W.Q. 4115-05 SITE AREA 3 Mile Island on,tt gogg 3, CONTRACTOR 7. T. Kitlinski CCCRDINATES 50 + 00 S etsvarroy . | ||
DRILLER '#* Carson GWL 0 HR$_ | DRILLER '#* Carson GWL 0 HR$_ | ||
CLASSIFIED BY : R. Boyd DATE: 8-26-88 24 HRS., | CLASSIFIED BY : R. Boyd DATE: 8-26-88 24 HRS., | ||
Coeroe i 5PT e n *I** REMARKS G'Seils | Coeroe i 5PT e n *I** REMARKS G'Seils C z J e SolL DESCRIPTION == | ||
C z J e SolL DESCRIPTION == | |||
OI***# **'**'*** | OI***# **'**'*** | ||
1 ie Ec k Density (or Cen. stency), Celer W | 1 ie Ec k Density (or Cen. stency), Celer W | ||
e R**** | |||
$is. G She '','ae 0,elegge pe,e, i g g,, g g c 4 - | $is. G She '','ae 0,elegge pe,e, i g g,, g g c 4 - | ||
Seil Type. Ace .swie. g g,,, g ,,, c , .a ,,,,,, | Seil Type. Ace .swie. g g,,, g ,,, c , .a ,,,,,, | ||
Line 1,300: | Line 645: | ||
R ua Core 60P5GiA V*C | R ua Core 60P5GiA V*C | ||
::v9 1 1 2 8 j../ 'lery stiff clayer silt - trace verr - | ::v9 1 1 2 8 j../ 'lery stiff clayer silt - trace verr - | ||
R 2 13 1C 12 | R 2 13 1C 12 | ||
[. ).' fine sand & organic material | [. ).' fine sand & organic material ML _ | ||
ML _ | |||
Damp 4.1-]$ 11 1L ',T i | Damp 4.1-]$ 11 1L ',T i | ||
-1 3, 2, s . | -1 3, 2, s . | ||
56 ,, _, ,, | 56 ,, _, ,, | ||
V. soft elay (re | V. soft elay (re | ||
". _ Dense clayey sanc~ e gravel o.5 F.5 1"" - | ". _ Dense clayey sanc~ e gravel o.5 F.5 1"" - | ||
1My - small gravel & : | 1My - small gravel & : | ||
Q | Q o gf w r.g , | ||
o gf w r.g , | |||
// | // | ||
f _ Soft decomposed shale 8.2 CL ._ rock frasts N c | f _ Soft decomposed shale 8.2 CL ._ rock frasts N c | ||
- C /,-Interbedded | - C /,-Interbedded | ||
/ med. hard claystone & | / med. hard claystone & | ||
t.ard siltstone (red) g.0.2 1.9 635_- | t.ard siltstone (red) g.0.2 1.9 635_- | ||
- 0 //, | - 0 //, | ||
-Claystone - v. broken 2.6 23 . Siltstone R | |||
-Claystone - v. broken 2.6 23 . Siltstone | E r/. -liltstone - moderately broken 13.8 g - faW massive | ||
r/. -liltstone - moderately broken 13.8 g - faW massive | |||
// * ,(3n Ign pieces) - | // * ,(3n Ign pieces) - | ||
with = 45 | with = 45 D f/ _ 44 44 -- bedding | ||
D f/ _ 44 44 -- bedding | |||
,j - | ,j - | ||
/i : | /i : | ||
_ 18.2 100% ~ - | _ 18.2 100% ~ - | ||
_ _ Total Depth 18.2' - l O | |||
_ _ Total Depth 18.2' - l | |||
O | |||
l @- | l @- | ||
0002 094 l | 0002 094 l | ||
Line 1,412: | Line 676: | ||
,ga : SEolewice cwL o HR5 11.2 siPiEo sy: R Bo7d DATE: 9-b-bb 24 HR5 15 6 C eer.. | ,ga : SEolewice cwL o HR5 11.2 siPiEo sy: R Bo7d DATE: 9-b-bb 24 HR5 15 6 C eer.. | ||
5PT *""I*' REMARK 5 G'Seils | 5PT *""I*' REMARK 5 G'Seils | ||
; , soll DESCRIPTICN .a Stews / j d | ; , soll DESCRIPTICN .a Stews / j d | ||
* G'a ia chemisel Camp, | * G'a ia chemisel Camp, | ||
Line 1,419: | Line 682: | ||
, g g ,,, e ,,, Cea.,rvers.n Problems, ees. | , g g ,,, e ,,, Cea.,rvers.n Problems, ees. | ||
__ wsw e v.5 | __ wsw e v.5 | ||
; 2 J._ _6~ eff .Ted, dense, fine grained, silty | ; 2 J._ _6~ eff .Ted, dense, fine grained, silty SP <1MM Ang Dry ge sand, sete gravel GP }" | ||
SP <1MM Ang Dry | |||
ge sand, sete gravel | |||
GP }" | |||
12 --1C 14 . | 12 --1C 14 . | ||
I | I | ||
, 7' .- . | , 7' .- . | ||
Line 1,436: | Line 691: | ||
28 17 24 p g a ned, sand a gravel - trace GP 2" ang . | 28 17 24 p g a ned, sand a gravel - trace GP 2" ang . | ||
,'' < oal to - | ,'' < oal to - | ||
Moist | Moist 21 19 23 f. ' Sub - | ||
21 19 23 f. ' Sub - | |||
*i ' | *i ' | ||
rnd - | rnd - | ||
16 .19 23 . ,4; .- 12 5 | 16 .19 23 . ,4; .- 12 5 21 27 23 26 u 37 | ||
* Very dense h,*:finetocoarsegrainedsand& | |||
21 27 23 26 u 37 | |||
Very dense h,*:finetocoarsegrainedsand& | |||
SW 1MM S$b : | SW 1MM S$b : | ||
ang . | ang . | ||
h l | h l | ||
. gravel - some cobbles - trace GP - - . Moist | . gravel - some cobbles - trace GP - - . Moist 37 46 43 | ||
37 46 43 | |||
.I wilt 2" Sub - | .I wilt 2" Sub - | ||
rnd - | rnd - | ||
)SM1 85!.) ' . _ ' Ed bott. decer.aosed.;illas.tene | )SM1 85!.) ' . _ ' Ed bott. decer.aosed.;illas.tene | ||
-T P of_ Rock e/ t'ed. hard to hard, interbedded - | -T P of_ Rock e/ t'ed. hard to hard, interbedded - | ||
// 1haley claystene & shaley silt- .~ le to 3" pieces 0 52 2.6 - | // 1haley claystene & shaley silt- .~ le to 3" pieces 0 52 2.6 - | ||
_ moderate high R | _ moderate high R | ||
4, ,'. [ stone, broke . angle jointing | 4, ,'. [ stone, broke . angle jointing | ||
: 26 5' 50% - | : 26 5' 50% - | ||
Line 1,471: | Line 711: | ||
D | D | ||
/ ,,, | / ,,, | ||
50 30 - Bedding dips 45* | |||
50 30 - Bedding dips | |||
45* | |||
/,, - | /,, - | ||
31 5 SC4 Total Depth 31.5' - | |||
31 5 SC4 | |||
Total Depth 31.5' - | |||
O | O | ||
. : : 0002 095 p1 , | . : : 0002 095 p1 , | ||
M | M | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
Line 1,516: | Line 722: | ||
GwL0HR$ _ | GwL0HR$ _ | ||
CLA55lPiEo av, R. Soyd oATE,_ 8-31-66 24ses _ | CLA55lPiEo av, R. Soyd oATE,_ 8-31-66 24ses _ | ||
C eerse | C eerse 4 $PT d Greavier REMARK 5 | ||
4 $PT d Greavier REMARK 5 | |||
: u. Z . | : u. Z . | ||
, solL DESCRIPTION Seils 4- .3 81***/ d U | , solL DESCRIPTION Seils 4- .3 81***/ d U R eage Grein e g ,_ p, s i.- censity (or Coasisteacy). Celer , | ||
R eage Grein e g ,_ p, s i.- censity (or Coasisteacy). Celer , | |||
e la. ' j , size shese Geelegie Dete, | e la. ' j , size shese Geelegie Dete, | ||
[ j i 5eil Type . Assesseries 6 Core R es. O '*"d * * '''' | [ j i 5eil Type . Assesseries 6 Core R es. O '*"d * * '''' | ||
6 12 is R ua Core ***''"**"'*"*" | 6 12 is R ua Core ***''"**"'*"*" | ||
.v svi- L.a _ _ | .v svi- L.a _ _ | ||
E 1 2 5 5 ' *{* 'Med. dense sandy silt - some | |||
E 1 | |||
2 5 5 ' *{* 'Med. dense sandy silt - some | |||
,, I i bavel 3 4' ML - - | ,, I i bavel 3 4' ML - - | ||
4 . t.- 2 9 8 9 M' }!ed. dense fine silty sand a grave:SP | 4 . t.- 2 9 8 9 M' }!ed. dense fine silty sand a grave:SP | ||
', . 1NM- Sub afg C 3 7 7 5 6.2' GP 2" Sub r'd Dry | ', . 1NM- Sub afg C 3 7 7 5 6.2' GP 2" Sub r'd Dry d.t !. 17 13 9 [U 4 | ||
d.t !. 17 13 9 [U 4 | |||
~ | ~ | ||
Redium dense to very dense, fine tc eaarse, silty sand & gravel - some SW | Redium dense to very dense, fine tc eaarse, silty sand & gravel - some SW IMM- Sub - | ||
IMM- Sub - | |||
p;-';::' g 39 3, ,,,, | p;-';::' g 39 3, ,,,, | ||
f{.[} | f{.[} | ||
to ; | to ; | ||
-cobbles, trace clay | -cobbles, trace clay GP '12" rnd - Damp to moist LE 6 21 ?o 2a , | ||
GP '12" rnd - Damp to moist | |||
LE 6 21 ?o 2a , | |||
a | a | ||
; ang _- | ; ang _- | ||
naS txu 'e!; - | naS txu 'e!; - | ||
tG t.. . | tG t.. . | ||
b.i 7 jo w '.2 ' 1 '.- | b.i 7 jo w '.2 ' 1 '.- | ||
15 7 | 15 7 | ||
- C -V. dense, sand, gravel, cobbles - | - C -V. dense, sand, gravel, cobbles - | ||
Cored 15.7' 21. | Cored 15.7' 21. | ||
- 0 | - 0 | ||
' .s. | ' .s. | ||
-i boulders - | -i boulders - | ||
53 0.5 - poor recovery R ~ | 53 0.5 - poor recovery R ~ | ||
- ' " no soil recovere D | - ' " no soil recovere D | ||
k..- 21.0 21.0' 9% ~ Top of Rock | k..- 21.0 21.0' 9% ~ Top of Rock 3'/ - | ||
3'/ - | |||
01P ~~ 45 - | 01P ~~ 45 - | ||
// hedium h2rd to hard 50 | // hedium h2rd to hard 50 | ||
: 24. Few vertical joi | : 24. Few vertical joi | ||
.interbedded shaley claystone & . | .interbedded shaley claystone & . | ||
/ | / | ||
eiltstone - moderately broken | eiltstone - moderately broken | ||
!.j 26.0' 48% ~ | |||
!.j | t-j//, - | ||
26.0' 48% ~ | |||
t- | |||
j//, - | |||
50 4 7 _- | 50 4 7 _- | ||
,i . | ,i . | ||
[f k 31.0' 94% - | [f k 31.0' 94% - | ||
[ - | [ - | ||
m Total Depth 31.0 " | m Total Depth 31.0 " | ||
- e h 4 | - e h 4 | ||
- e 6 e m e M e m W m e m e 6 | - e 6 e m e M e m W m e m e 6 | ||
Line 1,605: | Line 771: | ||
Ann | Ann | ||
) - | ) - | ||
nn e | |||
nn | e UUU{q (J y y, e | ||
UUU{q (J y y, e | |||
-mum | -mum | ||
* e e t on | * e e t on | ||
O GILBERT ASSOCIATES, INC. | O GILBERT ASSOCIATES, INC. | ||
Soll CLA551FICATION 5HEET SHEET 1 0F 1 | Soll CLA551FICATION 5HEET SHEET 1 0F 1 | ||
!CT: ' | !CT: ' | ||
* w.0. 4115-05 SITE AREA 3 E* 18# on LL Hott No. E 4 ACTOR: E T. Kitlinski C00RDINATE5 B 6 + 00 W = F L + 00 N E LEV ATICH 2 * | * w.0. 4115-05 SITE AREA 3 E* 18# on LL Hott No. E 4 ACTOR: E T. Kitlinski C00RDINATE5 B 6 + 00 W = F L + 00 N E LEV ATICH 2 * | ||
.E R , SmoleWiC2 GwL0HR5 7.0 | .E R , SmoleWiC2 GwL0HR5 7.0 ilFIED SY: E Cn-d DATE: 91066 24 HR5 15.3 C r.. | ||
5P7 . | 5P7 . | ||
- " I-G'5."il . ' | - " I-G'5."il . ' | ||
REMARKS g Soll DESCRIPTION we j | REMARKS g Soll DESCRIPTION we j | ||
a'-' | a'-' | ||
, - j j | , - j j o _ . ., c., C.. . . ..... | ||
o _ . ., c., C.. . . ..... | |||
i.a T, A.... . ... | i.a T, A.... . ... | ||
C. i., | C. i., | ||
: R,.,,,. | : R,.,,,. | ||
c .,. | c .,. | ||
, m 7, ;,,'.,c - - | , m 7, ;,,'.,c - - | ||
.... ..a..... | .... ..a..... | ||
. n ,, _ _ __ | . n ,, _ _ __ | ||
Line 1,644: | Line 798: | ||
', i _ sand & gravel ~ SP 2" Ang~ Dry 5 6 11 .. | ', i _ sand & gravel ~ SP 2" Ang~ Dry 5 6 11 .. | ||
Sub M | Sub M | ||
_ _ . . _ . . . . . . . . . . _ . . A .2 . | _ _ . . _ . . . . . . . . . . _ . . A .2 . | ||
g(.-Dense to very dense, fine to | g(.-Dense to very dense, fine to | ||
,, g ., 5 | ,, g ., 5 | ||
<:oarsi grained silty sano a gravel-SW IM(- Ang._ | <:oarsi grained silty sano a gravel-SW IM(- Ang._ | ||
17 15 le. s me e bbles & boulders - trace of GP 2" rnd - All sar.ples moist | 17 15 le. s me e bbles & boulders - trace of GP 2" rnd - All sar.ples moist | ||
Line 1,660: | Line 809: | ||
le 13 16 }O: : | le 13 16 }O: : | ||
*'' ~ - | *'' ~ - | ||
16 2L-26 | 16 2L-26 i, - . | ||
i, - . | |||
~ | ~ | ||
''' ~ | ''' ~ | ||
Line 1,669: | Line 816: | ||
. .e - | . .e - | ||
20.6 - | 20.6 - | ||
85 /.2' | 85 /.2' 54 . Soft decoesqamLelazst,one.... 21_.2. CL - | ||
54 . Soft decoesqamLelazst,one.... 21_.2. CL - | |||
Top of Rock | Top of Rock | ||
,',; edium hard to hard interbedded 2.8 1.9 - Dip 45- | ,',; edium hard to hard interbedded 2.8 1.9 - Dip 45- | ||
Line 1,677: | Line 822: | ||
0 R | 0 R | ||
/f' hstene, broken to 24.5 brately broken below | /f' hstene, broken to 24.5 brately broken below | ||
/,j- | /,j- | ||
/ | / | ||
0 92h | 0 92h | ||
' .',:.. 50 a.0 : | ' .',:.. 50 a.0 : | ||
/e. | /e. | ||
~ | ~ | ||
Line 1,690: | Line 831: | ||
* 32.0' 805 - . _ . | * 32.0' 805 - . _ . | ||
l Total Depth 32' : | l Total Depth 32' : | ||
1 j | |||
1 | |||
j | |||
l | l | ||
.s .. a - | .s .. a - | ||
9! | 9! | ||
0002 097 l 1 | 0002 097 l 1 | ||
O i 1 | O i 1 | ||
GILBERT ASSOCIATES, INC. ! | GILBERT ASSOCIATES, INC. ! | ||
Line 1,723: | Line 842: | ||
Cears. | Cears. | ||
4 5P7 . | 4 5P7 . | ||
Grenvi*' REMARK 5 5eils | Grenvi*' REMARK 5 5eils z g , SolL DESCRIPTION e 4 ia 8'***' | ||
z g , SolL DESCRIPTION e 4 ia 8'***' | |||
S 3 Deasity (e, Consisteney), Cole, d 3 Reate Grela emisel Comp, | S 3 Deasity (e, Consisteney), Cole, d 3 Reate Grela emisel Comp, | ||
'A e $4:e $hese Geelegie Deve, 7 $ la* i E O J - | 'A e $4:e $hese Geelegie Deve, 7 $ la* i E O J - | ||
Line 1,732: | Line 848: | ||
7 1 2 ,j._._1_1 | 7 1 2 ,j._._1_1 | ||
]\ | ]\ | ||
{ed. dense, sandy silt - some | {ed. dense, sandy silt - some | ||
} gravel ML ; | } gravel ML ; | ||
1"_. Rnd. . _ . Dry l | 1"_. Rnd. . _ . Dry l G-2 | ||
G-2 | |||
- --l' 16 18 ei | - --l' 16 18 ei | ||
: 2. - 4 5' - | : 2. - 4 5' - | ||
Line 1,745: | Line 856: | ||
S.0 3 18 23 27 f- ., Medium dense to v. dense, fine to SW | S.0 3 18 23 27 f- ., Medium dense to v. dense, fine to SW | ||
*Ic coarse grained silty sand & - Moist to G A 20 22 26 GP - | *Ic coarse grained silty sand & - Moist to G A 20 22 26 GP - | ||
Damp | Damp 7 -gravel, some cobbles, tr. clay | ||
7 -gravel, some cobbles, tr. clay | |||
~ | ~ | ||
LCLa 5 23 20 17 [~ E I | |||
LG 6 14 11 .7 ft : | |||
LCLa 5 23 20 17 [~ E | |||
i | i | ||
~ | ~ | ||
LG 7 7 8 7 [ | LG 7 7 8 7 [ | ||
j*5 ' - | j*5 ' - | ||
Sub LG 8 9 8 16 ' '! [ 1" - | Sub LG 8 9 8 16 ' '! [ 1" - | ||
rnd - | rnd - | ||
LG 9 31 27 35 T *. - | LG 9 31 27 35 T *. - | ||
>2" to - Samples wet at b | >2" to - Samples wet at b | ||
~ | ~ | ||
ang - unit Na S;JE1 !. ' | ang - unit Na S;JE1 !. ' | ||
L,-u | L,-u | ||
'.t 7 | '.t 7 | ||
- . - . . . - . . 21.4..-- -. | - . - . . . - . . 21.4..-- -. | ||
2mE 10 12 M '_ i.! fort deem: posed miltstor l | |||
2mE 10 12 M '_ i.! fort deem: posed miltstor | |||
l | |||
.- _224 CL _ - . . -- Top-ot.. Rock- - ' | .- _224 CL _ - . . -- Top-ot.. Rock- - ' | ||
- '', 29 15- Massive unit - n Y.edium hard to hard (rid) eilt- | - '', 29 15- Massive unit - n Y.edium hard to hard (rid) eilt- | ||
~ | ~ | ||
C 25.2' 52% | C 25.2' 52% | ||
bedding - aPPare 0 // ~~ stone, broken to moder>*alv 2.8 15- #' * * | bedding - aPPare 0 // ~~ stone, broken to moder>*alv 2.8 15- #' * * | ||
* D' | * D' | ||
[ R | [ R | ||
/,, ' broken 28.0' 54% - | /,, ' broken 28.0' 54% - | ||
I | I 1 | ||
1 | |||
D i, - | D i, - | ||
45 35- ' | 45 35- ' | ||
~ | ~ | ||
Z ' ' | Z ' ' | ||
32.5' 78% | 32.5' 78% | ||
=. - | =. - | ||
Total Depth 32 5' - | Total Depth 32 5' - | ||
l | l | ||
- l | - l | ||
--14 um | --14 um | ||
~ | ~ | ||
!O - | !O - | ||
9 . | 9 . | ||
i 0002 098 I : | |||
i | |||
0002 098 | |||
I : | |||
. - s- | . - s- | ||
O GILBERT ASSOCIATES, INC. | O GILBERT ASSOCIATES, INC. | ||
SOIL CLA551FICATICH 5HEET SHEET 1 QF 1 | SOIL CLA551FICATICH 5HEET SHEET 1 QF 1 | ||
!CTi E I. EU 4115-05 3 Mile Island | !CTi E I. EU 4115-05 3 Mile Island | ||
# 0. site AREA cRitt satt so. 1 4 ACTOR: I* I* Kit 11M8ki CCORDINATES D 6 + 00 E E LEVATION 295.0 Smolewic* | # 0. site AREA cRitt satt so. 1 4 ACTOR: I* I* Kit 11M8ki CCORDINATES D 6 + 00 E E LEVATION 295.0 Smolewic* | ||
.ER: | .ER: | ||
GWL 0 HR$ | GWL 0 HR$ | ||
Line 1,856: | Line 913: | ||
- _ . . . . . . . L3 - | - _ . . . . . . . L3 - | ||
13 M 2', | 13 M 2', | ||
#ery dense, med to e arse ssnd & SP 1MM Ang - | #ery dense, med to e arse ssnd & SP 1MM Ang - | ||
gravel, some boulders GW - to - | gravel, some boulders GW - to - | ||
31 L6 38 _ | 31 L6 38 _ | ||
2" Rnd - | 2" Rnd - | ||
- 10.2 | - 10.2 Hard sandstone boulder 0 R E D - | ||
Hard sandstone boulder 0 R E D - | |||
~ | ~ | ||
33 2.1 -- 10.2 to 13 5' - blasted with dynamite | 33 2.1 -- 10.2 to 13 5' - blasted with dynamite | ||
: s. - | : s. - | ||
13 5 63 % - | 13 5 63 % - | ||
O R E D , 30 2.2 - | O R E D , 30 2.2 - | ||
Cored boulders | Cored boulders | ||
~ | ~ | ||
, 16.0 65 . | , 16.0 65 . | ||
Line 1,879: | Line 929: | ||
~ | ~ | ||
37 34 42 _ | 37 34 42 _ | ||
SA:LeL: , | SA:LeL: , | ||
--.. .. 20 3 - | --.. .. 20 3 - | ||
Top of Rock | Top of Rock | ||
Line 1,892: | Line 936: | ||
E D /, | E D /, | ||
~ 35 0.7 - ~ | ~ 35 0.7 - ~ | ||
27 5 205 - | 27 5 205 - | ||
s 30 1.2: | s 30 1.2: | ||
30 5 40% - | 30 5 40% - | ||
; Total Depth 30 5' - | ; Total Depth 30 5' - | ||
} | } | ||
m l | |||
m | |||
l | |||
( - | ( - | ||
m M | |||
l . | |||
m | |||
M | |||
l l | l l | ||
1 1 | 1 1 | ||
Line 1,935: | Line 951: | ||
SOIL CLASSIFICATION 5HEET SHEET 1 CF PROJECT: I'} W.Q. Ell 5-05 slTE AREA 3 Mile Island oRitt HOLE NC CONTR ACTOR s ?. . T. Kitlinski COORDINATES C L + 00 E = J 0 + 00 stavarjon ,,,,_ | SOIL CLASSIFICATION 5HEET SHEET 1 CF PROJECT: I'} W.Q. Ell 5-05 slTE AREA 3 Mile Island oRitt HOLE NC CONTR ACTOR s ?. . T. Kitlinski COORDINATES C L + 00 E = J 0 + 00 stavarjon ,,,,_ | ||
ORILLER : _ W. Carson GwL0HR$ | ORILLER : _ W. Carson GwL0HR$ | ||
CLA55tFIED BY : E* 307d DATE: 9-1-00 24 HR5 | CLA55tFIED BY : E* 307d DATE: 9-1-00 24 HR5 Ceerse g $PT Grenvier REMARKS 1 | ||
Ceerse g $PT Grenvier REMARKS 1 | |||
A | A | ||
: u. Z , Soil DESCRIPTION I*i3 | : u. Z , Soil DESCRIPTION I*i3 | ||
* l | * l Bl***/ j- U Chemical Camp, ; | ||
Bl***/ j- U Chemical Camp, ; | |||
.3 d Density fee Canelseency), Cel*' , Range Grein e 563. She,. Geelegie Dees, j. | .3 d Density fee Canelseency), Cel*' , Range Grein e 563. She,. Geelegie Dees, j. | ||
we ' | we ' | ||
e I *. i | e I *. i | ||
Line 1,954: | Line 962: | ||
,_ g Ceneerwerien Problems, | ,_ g Ceneerwerien Problems, | ||
+0Fs01* ..s.i M 1 1 2 8 . | +0Fs01* ..s.i M 1 1 2 8 . | ||
SW- - . . 1MM - Ang .." | SW- - . . 1MM - Ang .." | ||
.2 2 12 E 14 5* [ gravel Dense to very | .2 2 12 E 14 5* [ gravel Dense to very | ||
- some cobblesdense silty sand &GP. >2" to | - some cobblesdense silty sand &GP. >2" to M 3 la 16 17 | ||
* g Rnd . | |||
* g | |||
Rnd . | |||
g A u u 1e 7, : : | g A u u 1e 7, : : | ||
M 5 18 19 31 , | M 5 18 19 31 , | ||
E 6 la 16 21 $.L: . _ . . . . _ . . . . . 91 91 | E 6 la 16 21 $.L: . _ . . . . _ . . . . . 91 91 | ||
~ | ~ | ||
*1' | *1' 7 ' | ||
h,#)"7ery dense, fine to :::edium grained SP 1NM - E " | |||
7 ' | |||
h,#)"7ery dense, fine to :::edium grained | |||
SP 1NM - E " | |||
, Cored boulders - l | , Cored boulders - l | ||
[ | [ | ||
recovery | recovery | ||
: C 0 R E Dq ~ sand, gravel, & boulders GW >2" , | : C 0 R E Dq ~ sand, gravel, & boulders GW >2" , | ||
Line 1,987: | Line 982: | ||
tm tm C | tm tm C | ||
9 39 39/.l ' | 9 39 39/.l ' | ||
go og - '- | go og - '- | ||
9a t;t _C 0 R E D _,29.6. | |||
9a | |||
t;t _C 0 R E D _,29.6. | |||
L | L | ||
: f. 19_e.6_ _0%. . _- . Top.of Rock | : f. 19_e.6_ _0%. . _- . Top.of Rock | ||
- ,,c>- . | - ,,c>- . | ||
"""~ | """~ | ||
C ' /, 7.edium hard to hard interbedded 6.0 | C ' /, 7.edium hard to hard interbedded 6.0 | ||
Line 2,007: | Line 993: | ||
/' . | /' . | ||
_ R f, yery broken to moderately broken . | _ R f, yery broken to moderately broken . | ||
- E j.' - | - E j.' - | ||
". 2 5.6'- ~87% - | ". 2 5.6'- ~87% - | ||
D ' | D ' | ||
4.0 34- | 4.0 34- | ||
. _ . 29 . 6.. .'. 97. %.. ._- ... | . _ . 29 . 6.. .'. 97. %.. ._- ... | ||
Total Depth 29.6' - | Total Depth 29.6' - | ||
M W es M W g 6 . Su m'Edmum no em 6 e eq N m gi 6 e e | M W es M W g 6 . Su m'Edmum no em 6 e eq N m gi 6 e e | ||
M M M | M M M | ||
m'muulas e M u. | m'muulas e M u. | ||
m M plD m | m M plD m | ||
6 19 gi | 6 19 gi i | ||
_ 0002 100 M W e | |||
i | |||
_ 0002 100 | |||
M W e | |||
l 1 | l 1 | ||
9: | 9: | ||
Line 2,065: | Line 1,016: | ||
C ,. . | C ,. . | ||
,py *awler REMARKS Soll DESCRIPTION G'5.il. | ,py *awler REMARKS Soll DESCRIPTION G'5.il. | ||
: '-s | : '-s i i o . . ., <.. C . . . .., ,. C. ,., | ||
i i | |||
o . . ., <.. C . . . .., ,. C. ,., | |||
3 3 ,.,x e p,: ,';,,'.,c - - | 3 3 ,.,x e p,: ,';,,'.,c - - | ||
4 , | 4 , | ||
...,T...A........ ,. c. .... ... . - . . . . . | ...,T...A........ ,. c. .... ... . - . . . . . | ||
Line 2,083: | Line 1,027: | ||
1" to Dry 12 18 27 "li- - | 1" to Dry 12 18 27 "li- - | ||
Sub _ | Sub _ | ||
Rnd _ | Rnd _ | ||
1L 2( J.1 | 1L 2( J.1 | ||
* 6.0 26 20 28 '! . Dense to very dense, fine to SN 1MM - Ang5 | * 6.0 26 20 28 '! . Dense to very dense, fine to SN 1MM - Ang5 39 la 26 | ||
39 la 26 | |||
-- - e arse grained silty sand & -- 72" to - | -- - e arse grained silty sand & -- 72" to - | ||
gravel - some cobbles & boulders G'4 and - Moist 27 31 38 ,[* trace of clay - | gravel - some cobbles & boulders G'4 and - Moist 27 31 38 ,[* trace of clay - | ||
LC LL L6 | LC LL L6 | ||
~ | ~ | ||
3C' 38 LJ - | 3C' 38 LJ - | ||
-18 31 29 - | -18 31 29 - | ||
ns _ | ns _ | ||
20 16 L1 - - | 20 16 L1 - - | ||
QF | QF | ||
'6C -.J - 16.9 16.9 ~ | '6C -.J - 16.9 16.9 ~ | ||
0 R E D / - Sand, gravel & boulders (no -- Cored boulders | 0 R E D / - Sand, gravel & boulders (no -- Cored boulders samples recovered) - .19.0 0% nogecovey LC /.2 r '; | ||
samples recovered) - .19.0 0% nogecovey LC /.2 r '; | |||
- 19.2 0 n - | - 19.2 0 n - | ||
* D | * D | ||
Line 2,115: | Line 1,046: | ||
- Medium hard to hard interbedded | - Medium hard to hard interbedded | ||
~ | ~ | ||
0 ~ | 0 ~ | ||
shaley claystone & shaley silt- - | shaley claystone & shaley silt- - | ||
Line 2,121: | Line 1,051: | ||
~ | ~ | ||
stone 8.1 8.0 -- | stone 8.1 8.0 -- | ||
E . =oderately broken D - | |||
D - | |||
~ | ~ | ||
j - | j - | ||
28.8' 98% ~ | 28.8' 98% ~ | ||
. 3bb.' . .b .,- - | . 3bb.' . .b .,- - | ||
~ | ~ | ||
Total Depth 30 7 - | Total Depth 30 7 - | ||
6 | 6 | ||
'. R - -- | '. R - -- | ||
* 0002 101 | * 0002 101 i | ||
i | |||
l G Al a 227 92/9! | l G Al a 227 92/9! | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
Soll CLASSIFICATION $HEET SHEET 1 C PROJECT: U*O w.0. _ ''115-05 site AREA 3 Mile Island DRILL HOLE N CONTRACTOR: F. T. Kitlinski CCORDINATEs A A + 00 E E LE V ATION _ | Soll CLASSIFICATION $HEET SHEET 1 C PROJECT: U*O w.0. _ ''115-05 site AREA 3 Mile Island DRILL HOLE N CONTRACTOR: F. T. Kitlinski CCORDINATEs A A + 00 E E LE V ATION _ | ||
ORILLER V. Carson GwL 0 HR$_ | ORILLER V. Carson GwL 0 HR$_ | ||
CLA55tFIED SY: R. hvd DATE: C 6_66 24HR5 _ | CLA55tFIED SY: R. hvd DATE: C 6_66 24HR5 _ | ||
C aerse | C aerse 4 $PT G envier REMARKS c z Sf***/ | ||
e SCIL DESCRIPTION M soils | |||
4 $PT G envier REMARKS c z Sf***/ | |||
e SCIL DESCRIPTION M | |||
soils | |||
$ Chem,sel Come, | $ Chem,sel Come, | ||
{ Density (w Canelseency), Celer *" | { Density (w Canelseency), Celer *" | ||
Line 2,184: | Line 1,074: | ||
g j 6 in. .3 a. | g j 6 in. .3 a. | ||
Seil Type . Assesser6.s m | Seil Type . Assesser6.s m | ||
? 5 ;,'e C.,e R es. | ? 5 ;,'e C.,e R es. | ||
Geelegie Deve, G'evad ***'. | Geelegie Deve, G'evad ***'. | ||
,_ Co,e C..s ee,i., ,.e l . | ,_ Co,e C..s ee,i., ,.e l . | ||
M 1 1 3 6 .. | M 1 1 3 6 .. | ||
Med. dense dense fine silty SP | Med. dense dense fine silty SP G2 .7 9 11 '' | ||
G2 .7 9 11 '' | |||
: sand a gravel - some cobbles GP - Dry | : sand a gravel - some cobbles GP - Dry | ||
?3 14 2C 17 I* - | ?3 14 2C 17 I* - | ||
Ig 4. 16 21 18 | Ig 4. 16 21 18 | ||
* 5.[ | * 5.[ | ||
M 5 17 12 16 :* - | M 5 17 12 16 :* - | ||
.t 83 T:C 6 | .t 83 T:C 6 | ||
_ it J21_ [icose, fine to ,ed. grained silty SP 1NM - Sub - | _ it J21_ [icose, fine to ,ed. grained silty SP 1NM - Sub - | ||
I M 7_ 1 5_1 At sand & gravel GP >2" ang - | I M 7_ 1 5_1 At sand & gravel GP >2" ang - | ||
1 G 8 5 6 7 2 _- 12.s [ub Ed Meist | 1 G 8 5 6 7 2 _- 12.s [ub Ed Meist M | ||
M | |||
1 | 1 | ||
* 9 7 20 31 "'.cy dense, fine to med. grained | * 9 7 20 31 "'.cy dense, fine to med. grained | ||
'I I W,10 SC/.L ' ' | 'I I W,10 SC/.L ' ' | ||
'~ SP 13.9 | '~ SP 13.9 s ilty sand a gravel - some GW 1"- Ang - 1 | ||
s ilty sand a gravel - some GW 1"- Ang - 1 | |||
, loulders ga Cored Mders kl hC O/~'1 ' ' ' | , loulders ga Cored Mders kl hC O/~'1 ' ' ' | ||
11 .u C 1 T_!5 1_2 36 0 | 11 .u C 1 T_!5 1_2 36 0 | ||
Line 2,223: | Line 1,097: | ||
/.1 ' | /.1 ' | ||
D ,. | D ,. | ||
" *f: * | " *f: * | ||
.6 I_ ,, ,, | .6 I_ ,, ,, | ||
_ C , ,0 . | _ C , ,0 . | ||
a a i | a a i | ||
- 1 | - 1 2 h.a ) {= - | ||
2 h.a ) {= - | |||
23 7 23 7 0% 2 Top of Rock | 23 7 23 7 0% 2 Top of Rock | ||
*' _ __ r C ,. | *' _ __ r C ,. | ||
O e ,, Hedium hard to hard, interbedded 50 1.4 - | O e ,, Hedium hard to hard, interbedded 50 1.4 - | ||
Ax core | Ax core R / ,' shaley siltstone & shaley fine - | ||
R / ,' shaley siltstone & shaley fine - | |||
E .. -grained sandstone - broken i | E .. -grained sandstone - broken i | ||
._ D | ._ D | ||
'h | 'h | ||
, _ 28 7 28% _ | , _ 28 7 28% _ | ||
_ r,a . 2.0 1.8 . | _ r,a . 2.0 1.8 . | ||
- o j. | - o j. | ||
a - | a - | ||
30.6 90M - ; | 30.6 90M - ; | ||
, ' , '- 30 2.9 - | , ' , '- 30 2.9 - | ||
)),7 g . - | )),7 g . - | ||
p3 l __- . | |||
p3 | |||
l __- . | |||
0002 102 4 | 0002 102 4 | ||
m.mau. e l , | m.mau. e l , | ||
l l | l l | ||
1 | 1 | ||
_ _ .~. ._ | _ _ .~. ._ | ||
1 I | 1 I | ||
O GILBERT ASSOCIATES, INC. | O GILBERT ASSOCIATES, INC. | ||
Line 2,310: | Line 1,128: | ||
!CT: UE W.O. L115-05 5lTE AREA ~4 Mile Island DRILL HOLE NO. 29 4 ACTOR: F. T. Kitlinski CCCROINATE5 5 6 + 00 E ELEVATION _ 28b*b | !CT: UE W.O. L115-05 5lTE AREA ~4 Mile Island DRILL HOLE NO. 29 4 ACTOR: F. T. Kitlinski CCCROINATE5 5 6 + 00 E ELEVATION _ 28b*b | ||
.E R : . ,''i. Carsen owtagg$ 12,6 | .E R : . ,''i. Carsen owtagg$ 12,6 | ||
.lPIED BY : E* 30Vd DATE: 8-31-bb 24 HR5 NO18 CIY8d | .lPIED BY : E* 30Vd DATE: 8-31-bb 24 HR5 NO18 CIY8d C oerse 5PT Grenvier REMARKS | ||
, SOIL DE5fAlPTION M Seils e Chemical Come, Sl**s/ a j Density (or Consisteney), Celer u R ange Green j ? sine shese Geele,is Dew, 4 la- I 5 Seil Type . Aseesseries 6 Core Ree. O''""d * *'''' | |||
C oerse 5PT Grenvier REMARKS | |||
, SOIL DE5fAlPTION M Seils | |||
e Chemical Come, Sl**s/ a j Density (or Consisteney), Celer u R ange Green j ? sine shese Geele,is Dew, 4 la- I 5 Seil Type . Aseesseries 6 Core Ree. O''""d * *'''' | |||
6 12 ie Rwa C er* *"*""*"*"'****"** | 6 12 ie Rwa C er* *"*""*"*"'****"** | ||
_ urs v_ __ - | _ urs v_ __ - | ||
4.. ..._. | 4.. ..._. | ||
Line 2,326: | Line 1,137: | ||
5 7 11 _ | 5 7 11 _ | ||
15 16 17 j 's - | 15 16 17 j 's - | ||
. . . . . . . . . . . . . . . 50 10 7 6 ;, f.ed. dense sandy silt - trace . | . . . . . . . . . . . . . . . 50 10 7 6 ;, f.ed. dense sandy silt - trace . | ||
L 5 8 e organic raterial & gravel ,.e >r E . | L 5 8 e organic raterial & gravel ,.e >r E . | ||
Line 2,332: | Line 1,142: | ||
18 25 60 1,; . | 18 25 60 1,; . | ||
, , ,,_,,, ,,,,10 , $. | , , ,,_,,, ,,,,10 , $. | ||
Top of Rock | Top of Rock | ||
,/ | ,/ | ||
,4.0 38 | ,4.0 38 | ||
-Soft to hard interbedded siltstone - | -Soft to hard interbedded siltstone - | ||
Line 2,349: | Line 1,155: | ||
/, . 4.8 4.8 | /, . 4.8 4.8 | ||
/ . | / . | ||
20 5' 100%. | 20 5' 100%. | ||
Total Depth 20 5' | Total Depth 20 5' f | ||
g 0002 103 gu 1 | |||
f | |||
g 0002 103 | |||
gu 1 | |||
1 1 | 1 1 | ||
GILBERT ASSOCIAT25, INC. | GILBERT ASSOCIAT25, INC. | ||
30ll CLA$$1FICAT10H $HEET SHEET 1 CF AROJECTr MET | 30ll CLA$$1FICAT10H $HEET SHEET 1 CF AROJECTr MET | ||
Line 2,407: | Line 1,166: | ||
DRILLER , W. Carson GwL0HR5 13 CLA551FIED SY : 3. Bovd DATE: 9-6-66 24 HR5 C eerse | DRILLER , W. Carson GwL0HR5 13 CLA551FIED SY : 3. Bovd DATE: 9-6-66 24 HR5 C eerse | ||
.; 4 5PT Grenule' REMARK 5 | .; 4 5PT Grenule' REMARK 5 | ||
* Z | * Z | ||
* 2 SCIL Di'5CRIPTICN W Seits j | |||
2 SCIL Di'5CRIPTICN W Seits j | |||
8' -a 4 = Chem 6eet Cem ,' | 8' -a 4 = Chem 6eet Cem ,' | ||
g i 6 In. | g i 6 In. | ||
e 8-o e.. ,, c., Co ..e.e, . Ceio, : "ft;y is:;ae ...,e ,,, os,,, | e 8-o e.. ,, c., Co ..e.e, . Ceio, : "ft;y is:;ae ...,e ,,, os,,, | ||
d j ,s. | d j ,s. | ||
Line 2,425: | Line 1,181: | ||
~ | ~ | ||
4 3 1C 9 9 i, . | 4 3 1C 9 9 i, . | ||
M L 13 14 20 . | M L 13 14 20 . | ||
W 5 10 14 13 _ | W 5 10 14 13 _ | ||
. 75 . | . 75 . | ||
'.c 6 8.. 2. 5 r | '.c 6 8.. 2. 5 r | ||
icose to med. dense, fine silty - | icose to med. dense, fine silty - | ||
cand-tr. organic n t. - | cand-tr. organic n t. - | ||
Line 2,442: | Line 1,193: | ||
-h' 3' 18 21 19 ... ,y sand - som gravel - tr. W W mg ~ , | -h' 3' 18 21 19 ... ,y sand - som gravel - tr. W W mg ~ , | ||
,. . boulders & cobbles t.o Samples Wet C 10 2_9 36 19 Sub ~ | ,. . boulders & cobbles t.o Samples Wet C 10 2_9 36 19 Sub ~ | ||
7 . | 7 . | ||
t Q 11 20 38 L1 I,L - | t Q 11 20 38 L1 I,L - | ||
Rnd . | Rnd . | ||
m W12 NC 3,t 4C "C | m W12 NC 3,t 4C "C | ||
')*Uf.2 | ')*Uf.2 L - | ||
noft._decoc: posed siltstone .. 17 5 18.2 -- - - Top of Rock y | |||
L - | |||
noft._decoc: posed siltstone .. 17 5 | |||
18.2 -- - - Top of Rock y | |||
33 30-Eedium hard to hard interbedded shaley claystone a shaley silte 2].d , | 33 30-Eedium hard to hard interbedded shaley claystone a shaley silte 2].d , | ||
_ 91% Bedding :: 45* | _ 91% Bedding :: 45* | ||
_ ,ptene, broken to moderately 2.7 27- Well developed ve | _ ,ptene, broken to moderately 2.7 27- Well developed ve | ||
~R,0 . broken 24.2 -- 100%' stained surfaces | ~R,0 . broken 24.2 -- 100%' stained surfaces | ||
. 6.6 6.6 ' | . 6.6 6.6 ' | ||
70 30.8 1005- | |||
70 | |||
30.8 1005- | |||
'""- ~ | '""- ~ | ||
- - 4.6 4.6 - | - - 4.6 4.6 - | ||
EO - 35 4 100% | EO - 35 4 100% | ||
~ * - | ~ * - | ||
2.6 2.4 - | 2.6 2.4 - | ||
- _ 38.0 925 : | - _ 38.0 925 : | ||
52 52_ | 52 52_ | ||
D.0 _ | D.0 _ | ||
= - | = - | ||
l - | l - | ||
43 2 100%: | 43 2 100%: | ||
_ . Total Depth 43 2' [ | _ . Total Depth 43 2' [ | ||
y _ | y _ | ||
6 g | |||
6 | |||
g | |||
. 0002 104 | . 0002 104 | ||
Line 2,513: | Line 1,227: | ||
g 5PT W G,.nel*' | g 5PT W G,.nel*' | ||
REMARKS | REMARKS | ||
: u. Z w 2 SCIL DESCRi?TICN 5 . 61 s 88***/ | |||
: u. Z w | j d. | ||
2 SCIL DESCRi?TICN 5 . 61 s 88***/ | |||
j | |||
d. | |||
~ | ~ | ||
Ch g { 0... ity (., C.a. i e.a.y ), C.I., ? "s**,',* f$ c.,.m6..I C.mp, 3 j ''a- 2 *- | Ch g { 0... ity (., C.a. i e.a.y ), C.I., ? "s**,',* f$ c.,.m6..I C.mp, 3 j ''a- 2 *- | ||
Line 2,529: | Line 1,238: | ||
- .O.8 Brown 'Ibp soil - | - .O.8 Brown 'Ibp soil - | ||
i | i | ||
- Brown Silty Sami - | - Brown Silty Sami - | ||
No Sampling | No Sampling | ||
*o. | *o. | ||
v/ multi. colored Gravel - | v/ multi. colored Gravel - | ||
Drillers g, * | Drillers g, * | ||
& Rock Frs4s. ", Classification | & Rock Frs4s. ", Classification s ~* | ||
s ~* | |||
O' . | O' . | ||
- 'C . | - 'C . | ||
- s. . | - s. . | ||
IE o . | IE o . | ||
4 q . | |||
4 | |||
q | |||
C | C | ||
: g. . . | : g. . . | ||
Jo -14.5 - | Jo -14.5 - | ||
b | b | ||
. . Brn. Silty Sani . | . . Brn. Silty Sani . | ||
- ^ | - ^ | ||
v/ multi-cole. red - | v/ multi-cole. red - | ||
9 | 9 | ||
* Rock Fra6s & Oravel - | * Rock Fra6s & Oravel - | ||
- j. & v/ some Bidrs. .- | - j. & v/ some Bidrs. .- | ||
g,, . | g,, . | ||
- B. | - B. | ||
ik ' - | ik ' - | ||
.d - | .d - | ||
^ | ^ | ||
, 21.0 - | , 21.0 - | ||
Line 2,621: | Line 1,268: | ||
_ 1 25 , | _ 1 25 , | ||
_ . T. D. | _ . T. D. | ||
O - | O - | ||
N le t. | N le t. | ||
G AG . | G AG . | ||
0002 105 | 0002 105 | ||
GILBERT ASSOCIATES, !?tC. | GILBERT ASSOCIATES, !?tC. | ||
50ll CLASSIFICATION SHEET | 50ll CLASSIFICATION SHEET | ||
$HEET 1 0F 1 l | $HEET 1 0F 1 l | ||
'CT: 3 Mile Island e,o, 4192.00 $iTE MEA Plant omitt Hogg so, A-2 1 ACTOR: Kitli"*ki C00RDINATE5 2 Y E LEVATION 'b | 'CT: 3 Mile Island e,o, 4192.00 $iTE MEA Plant omitt Hogg so, A-2 1 ACTOR: Kitli"*ki C00RDINATE5 2 Y E LEVATION 'b | ||
.ER hbit % GwL 0 HR$ T' | .ER hbit % GwL 0 HR$ T' iiPIED 8Y : " | ||
iiPIED 8Y : " | |||
* S. DATE: 1-31-67 / 17*9 72r/wRs C eeeee 5PT Greauler REMARKS | * S. DATE: 1-31-67 / 17*9 72r/wRs C eeeee 5PT Greauler REMARKS | ||
, SCIL DESCRIPTION A I*''' | , SCIL DESCRIPTION A I*''' | ||
ei.-s 6 In. | ei.-s 6 In. | ||
Line 2,657: | Line 1,292: | ||
2 2 3 | 2 2 3 | ||
* e - a ist to dry GH 3/4" Ang - | * e - a ist to dry GH 3/4" Ang - | ||
iSand&Cravel | iSand&Cravel to - 105 - Silt n | ||
to - 105 - Silt n | |||
Rdd - | Rdd - | ||
k 4 5 .. | k 4 5 .. | ||
,o - | ,o - | ||
4 6 5 c. - 6.0 - | 4 6 5 c. - 6.0 - | ||
''} - Med Dense Brown Sand & Cravel, - | ''} - Med Dense Brown Sand & Cravel, - | ||
Line 2,675: | Line 1,303: | ||
w | w | ||
" particles. | " particles. | ||
dry GP 1" .A318 - | dry GP 1" .A318 - | ||
to - | to - | ||
Relatively clean 7 5. | Relatively clean 7 5. | ||
Gravel composed of Edd - Red shale, Siltstone | Gravel composed of Edd - Red shale, Siltstone 5 g, - | ||
5 g, - | |||
. Sandstone, Grey dolo. | . Sandstone, Grey dolo. | ||
..} | ..} | ||
5 7 6 - - | 5 7 6 - - | ||
mitic, occassional | mitic, occassional 0- | ||
. Stz & chert pebbles 6 9 9 - | |||
0 | |||
. Stz & chert pebbles | |||
6 9 9 - | |||
.- Q. | .- Q. | ||
9 11 13 13 5 - | 9 11 13 13 5 - | ||
73 - Brown Sand & Gravel; Some to 25 - | 73 - Brown Sand & Gravel; Some to 25 - | ||
t 15% & Silt & Clay - | t 15% & Silt & Clay - | ||
10 10 14 f,J | 10 10 14 f,J Silt & Clay med Dense to Dense (M - | ||
13 5 to 14.0 p | |||
Silt & Clay med Dense to Dense (M - | W to - | ||
13 5 to 14.0 | |||
Clay mos Q tr a du o i :!P - | Clay mos Q tr a du o i :!P - | ||
posed shale pebbles ill 15 20 as -16.5 ches, to vet at 15 0 , | posed shale pebbles ill 15 20 as -16.5 ches, to vet at 15 0 , | ||
Line 2,714: | Line 1,326: | ||
i 7) g . _ less than 5% Silt & | i 7) g . _ less than 5% Silt & | ||
1 14 18 25 g - | 1 14 18 25 g - | ||
@ 1.0 t 15 0 | @ 1.0 t 15 0 | ||
,I 55 | ,I 55 | ||
* Silt & Clay belov 35 50 F _"No Recovery 19 5-20 5 - | * Silt & Clay belov 35 50 F _"No Recovery 19 5-20 5 - | ||
J.g - | J.g - | ||
15 0' l ")/ 22.0 - | 15 0' l ")/ 22.0 - | ||
l 11 LE D M Red male l | l 11 LE D M Red male l | ||
[22 5 | [22 5 T. o. | ||
: 0002 106 0 G AI . 21, 18/4 | |||
T. o. | |||
: 0002 106 0 | |||
G AI . 21, 18/4 | |||
,''I ils?. | ,''I ils?. | ||
1 l | 1 l | ||
i | i GILBERT ASSOCIATES, INC. l 50ll CLASSIFICATION $HEET 5NEET 1 _C PROJECT ' Mile I51End W.O. h102.00 3lTE AREA Plant Site ORILL HOLE N CONTRACTOR: Xi*,linski COORDINATES A 7+00sE ' | ||
GILBERT ASSOCIATES, INC. l 50ll CLASSIFICATION $HEET 5NEET 1 _C PROJECT ' Mile I51End | |||
W.O. h102.00 3lTE AREA Plant Site ORILL HOLE N CONTRACTOR: Xi*,linski COORDINATES A 7+00sE ' | |||
ELEVAfl0Nd DRILLE R : K'J b it s ky GwL 0 HRS $ | ELEVAfl0Nd DRILLE R : K'J b it s ky GwL 0 HRS $ | ||
CLA15l PIED 8Y : 'd.3- DATE: 1 11-67 24 hrs _ i l C .s. , | CLA15l PIED 8Y : 'd.3- DATE: 1 11-67 24 hrs _ i l C .s. , | ||
$PT **w 3*' REMARKS I f | $PT **w 3*' REMARKS I f | ||
C'1.ile | C'1.ile g z w ' | ||
g z w ' | |||
g . SC!L DESCRIPTION f ''**# | g . SC!L DESCRIPTION f ''**# | ||
$ k Deasity (w C.nelse ney), C.I., N s Gr* 8a * * ' " ' ** | $ k Deasity (w C.nelse ney), C.I., N s Gr* 8a * * ' " ' ** | ||
; ie g g .4 | ; ie g g .4 | ||
* RSis**". 58=,. G 1.e4. o. ,'' | * RSis**". 58=,. G 1.e4. o. ,'' | ||
) | ) | ||
4 i,* | 4 i,* | ||
o | o | ||
* 1 41 Typ. . Assessarie. :i C.e. R ee. G'.=ad We' ', l | |||
1 41 Typ. . Assessarie. :i C.e. R ee. G'.=ad We' ', l | |||
: 0. C e 12 18 Run C=. C neeru. sten Phe ) | : 0. C e 12 18 Run C=. C neeru. sten Phe ) | ||
0.0 | 0.0 | ||
~ O.Q Too Soil ~ | ~ O.Q Too Soil ~ | ||
1 1 3 3 c. - - | 1 1 3 3 c. - - | ||
_ J - - | _ J - - | ||
1 newn, silt, tr. clay Some 2 2 2 3 If ~ | |||
1 | |||
newn, silt, tr. clay Some | |||
2 2 2 3 If ~ | |||
fine sand moist G " | fine sand moist G " | ||
K: * | K: * | ||
: i 1 L 7 10 ~ | : i 1 L 7 10 ~ | ||
h5 M . ,,M. Cense Srcwn silt a fine sand , | h5 M . ,,M. Cense Srcwn silt a fine sand , | ||
) ~ | ) ~ | ||
h IC E 8 - | h IC E 8 - | ||
60 moist 4 ~ | 60 moist 4 ~ | ||
v Cense 3rewn fine to ese. sanc S3 . | v Cense 3rewn fine to ese. sanc S3 . | ||
h | h O & gravel, tr. silt -dn Max. Ang . Less than 10% | ||
O & gravel, tr. silt -dn Max. Ang . Less than 10% | |||
* 12 l' 2E | * 12 l' 2E | ||
,IA - tr. clay, tr. organic 1/2" to - | ,IA - tr. clay, tr. organic 1/2" to - | ||
61- Rdd. - | 61- Rdd. - | ||
6 16 17 2C y - | 6 16 17 2C y - | ||
GM - | GM - | ||
Silt & clay ir | Silt & clay ir 43 .0 to lof,+ below 0' | ||
7 21 18 16 " 10.5 " | |||
43 .0 | |||
to lof,+ below | |||
0' 7 21 18 16 " 10.5 " | |||
.t , orcwn une t.o ese. sana 6. | .t , orcwn une t.o ese. sana 6. | ||
g - Dense gravel tr. of silt & clay - | g - Dense gravel tr. of silt & clay - | ||
High 4 of qtz. | High 4 of qtz. | ||
3e - 11.5 | 3e - 11.5 2 16 1L 15 vet GP - | ||
& sand grains d - | |||
2 16 1L 15 vet GP - | |||
& sand grains | |||
d - | |||
Brown fine to ese. sand 's - | Brown fine to ese. sand 's - | ||
Lenses of eles gravel, tr. silt & clay - | Lenses of eles gravel, tr. silt & clay - | ||
f') | f') | ||
9 1h 13 9 GP - | 9 1h 13 9 GP - | ||
vet - sand | vet - sand | ||
# ~ | # ~ | ||
I ~ Med. dense to 15.0 - | I ~ Med. dense to 15.0 - | ||
FI2 | FI2 | ||
~ | ~ | ||
1C 6 5 12 ~ tense belcw 15.0 | 1C 6 5 12 ~ tense belcw 15.0 a{., | ||
a{., | |||
-~ ~ | -~ ~ | ||
11 20 20 20 ~ | 11 20 20 20 ~ | ||
[$ | [$ | ||
j.# " 18.0Much decomposed red shale | |||
~ | ~ | ||
~"" | ~"" | ||
L2 L7 23 c0 . | L2 L7 23 c0 . | ||
16.5 to 18.0 " | 16.5 to 18.0 " | ||
Zea it 2 D g: a.d shale : | Zea it 2 D g: a.d shale : | ||
* 4 ,m. - | * 4 ,m. - | ||
T. D. - | T. D. - | ||
s _ _ _ | s _ _ _ | ||
: : 0002 107 | : : 0002 107 | ||
_ m W | _ m W | ||
e Al l | e Al l | ||
l | l | ||
GILBERT ASSOCIATES. INC. | |||
SOIL CLAS3lFICATION SHEET SHEET 1 C P90 JECT: 1 mile island wo. h102.00 $3rE AREA P'RMt DRtLL HCLE N CONTRACTOR: Mitlinski C00RD; HAT Es B-P 00W ELEVATION DRILLER : Ktibitski GwL 0 HR$._ | SOIL CLAS3lFICATION SHEET SHEET 1 C P90 JECT: 1 mile island wo. h102.00 $3rE AREA P'RMt DRtLL HCLE N CONTRACTOR: Mitlinski C00RD; HAT Es B-P 00W ELEVATION DRILLER : Ktibitski GwL 0 HR$._ | ||
CLA55tPIED sy e WA DATE: 1 18 47 74Med _ | CLA55tPIED sy e WA DATE: 1 18 47 74Med _ | ||
Coorse | Coorse | ||
" ' 8 i ,; e $CIL DE3CKaPTION W '5e4 | " ' 8 i ,; e $CIL DE3CKaPTION W '5e4 U Chemiseel Camp, | ||
{* i os k Density (or Cenelseeney). Celer s R*ase Crela | {* i os k Density (or Cenelseeney). Celer s R*ase Crela | ||
$ 4 in. j g g e Sise $3epe Geelegie Deve, O ** Ieil Type | $ 4 in. j g g e Sise $3epe Geelegie Deve, O ** Ieil Type | ||
Line 2,868: | Line 1,414: | ||
f g,,, | f g,,, | ||
00 6 12 1s *"****'* *** | 00 6 12 1s *"****'* *** | ||
R ua Core | R ua Core 4( pose, Brown,311t, Sand & Gravel d- 1.0 _IcpAoil Meist 1 1 ? 3 c c - Med. Dense, Brown Fine to Med. ~ | ||
4( pose, Brown,311t, Sand & Gravel | |||
d- 1.0 _IcpAoil Meist | |||
1 1 ? 3 c c - Med. Dense, Brown Fine to Med. ~ | |||
$-j-- Sand & Gravel, Tr. Silt SP 3/k" Sub - | $-j-- Sand & Gravel, Tr. Silt SP 3/k" Sub - | ||
2 3 h 5 | 2 3 h 5 | ||
& Ang . Less Than 26 ap to - to k.5 Rdd - | |||
& Ang . Less Than 26 | |||
ap to - to k.5 Rdd | |||
3 10 5 6 '[ | 3 10 5 6 '[ | ||
~ | ~ | ||
~ 5% silt to 7. | ~ 5% silt to 7. | ||
2,4 Fairly Clean t.} . | 2,4 Fairly Clean t.} . | ||
. Permeable | . Permeable k 5 7 7 .I - | ||
k 5 7 7 .I - | |||
~ | ~ | ||
n: : | n: : | ||
5 9 7 5 !c~7.5 - | 5 9 7 5 !c~7.5 - | ||
(. VeM. Dense - Fine to Coarse Sand, - | (. VeM. Dense - Fine to Coarse Sand, - | ||
70% Sand | 70% Sand 6 4 5 5 9', - S me Gravel, TR Coal pteles. - | ||
6 4 5 5 9', - S me Gravel, TR Coal pteles. - | |||
Fairly Clean | Fairly Clean | ||
: p. - | : p. - | ||
SP | SP | ||
" " - & Permeable 15.C J' ' ~ | " " - & Permeable 15.C J' ' ~ | ||
7 5 6 f ~10.5 ~ | 7 5 6 f ~10.5 ~ | ||
5 Meist to Srv | 5 Meist to Srv 59 - Med. Dense, Fine f's CSE Sand SP - | ||
59 - Med. Dense, Fine f's CSE Sand SP - | |||
1/2 1/2Sandi | 1/2 1/2Sandi | ||
"""~ | """~ | ||
Line 2,920: | Line 1,440: | ||
- e.t . Gravel, Tr. Silt; Tr. Decomposed & | - e.t . Gravel, Tr. Silt; Tr. Decomposed & | ||
. g! Silt 9 5 8 1C r> coal it c: VM e GP | . g! Silt 9 5 8 1C r> coal it c: VM e GP | ||
%- Dense - Fine to CSE Sand & Gravel E - ** P' * *D1' 4): . | |||
%- Dense - Fine to CSE Sand & Gravel E - ** P' * *D1' | |||
4): . | |||
TR. Silt & Clay " " | TR. Silt & Clay " " | ||
below 13 5 15.c10 12 14 30 4 's 15.0 1C4- Meist | below 13 5 15.c10 12 14 30 4 's 15.0 1C4- Meist | ||
~~~" | ~~~" | ||
D RI L LE n *16.0 Boulder & Cobble - | D RI L LE n *16.0 Boulder & Cobble - | ||
y . Med. Dense, Fine to CSE. Sand & | y . Med. Dense, Fine to CSE. Sand & | ||
10 to 20% Silt & | 10 to 20% Silt & | ||
11 8 1C 15 Ep - | 11 8 1C 15 Ep - | ||
Gravel, Some Silt & Clay - | Gravel, Some Silt & Clay - | ||
Total | Total | ||
,p - | ,p - | ||
12 30 25 21 44 19.0 Moist | 12 30 25 21 44 19.0 Moist | ||
~ | ~ | ||
_ ii .Y. Dense, Fine to CSE Sand & Grave] | _ ii .Y. Dense, Fine to CSE Sand & Grave] | ||
M 15 21 3C "8 | M 15 21 3C "8 | ||
41" Layer et eine sand-clean} | 41" Layer et eine sand-clean} | ||
L3 m | L3 m | ||
( | ( | ||
Line 2,956: | Line 1,463: | ||
_ 21.3 - | _ 21.3 - | ||
O - | O - | ||
i 0002 108 G A8 | |||
* t | |||
i 0002 108 | |||
G A8 * | |||
t | |||
( | ( | ||
O GILBERT ASSOCIATES. INC. , | O GILBERT ASSOCIATES. INC. , | ||
Line 2,981: | Line 1,474: | ||
ilPIED SY: DATE: 1-10-67 24 HR$ 16*2 Ce .. | ilPIED SY: DATE: 1-10-67 24 HR$ 16*2 Ce .. | ||
5PT * " 3* REMARKS Soll DESCRIPTION w- O'3."81. ' | 5PT * " 3* REMARKS Soll DESCRIPTION w- O'3."81. ' | ||
, . { | , . { | ||
j o . . < c .. , >. C. | j o . . < c .. , >. C. | ||
....T,..A........ | ....T,..A........ | ||
Line 2,992: | Line 1,483: | ||
C | C | ||
- 0.8 Top Soil - | - 0.8 Top Soil - | ||
~ | ~ | ||
: d. s . | : d. s . | ||
~ | ~ | ||
: s. . | : s. . | ||
~ | ~ | ||
$J* | $J* | ||
* Fine & Med. - | * Fine & Med. - | ||
No Sar:pling | No Sar:pling | ||
~ | ~ | ||
. Sand & Gravel in hole. Class-l | . Sand & Gravel in hole. Class-l 9 _" .' ification from | ||
9 _" .' ification from | |||
. drillers ic6s. | . drillers ic6s. | ||
,6 . . | ,6 . . | ||
., g . . | ., g . . | ||
i;- - | i;- - | ||
', s. - | ', s. - | ||
). - | ). - | ||
),, ~11.0 " | ),, ~11.0 " | ||
' y- - | ' y- - | ||
-O' Fine & Med. Sand & | -O' Fine & Med. Sand & | ||
V - | V - | ||
Gravel, Cobbles & Bldes. - | Gravel, Cobbles & Bldes. - | ||
p ., - | p ., - | ||
c . . | c . . | ||
'O - - | 'O - - | ||
~ | ~ | ||
.'O ~ | .'O ~ | ||
e, .4 | e, .4 | ||
: m. ,a , .4 ~. | : m. ,a , .4 ~. | ||
g | g | ||
: o. r. ; | : o. r. ; | ||
.. o : : 0002 109 l b GAI. 227 2/f | |||
.. o : : 0002 109 | |||
l b GAI. 227 2/f | |||
O GILBERT ASSOCIATES, INC, SOIL CLA551FICAT10N SHEET 5HEET C PROJECT 3 '411' I31' W.O. h102.0 SITE AREA Plant Sit? DRILL I.0LE N CONTRACTOR: KitliS841 COORDINATES B-3+35 E e tgyi,yton __, | O GILBERT ASSOCIATES, INC, SOIL CLA551FICAT10N SHEET 5HEET C PROJECT 3 '411' I31' W.O. h102.0 SITE AREA Plant Sit? DRILL I.0LE N CONTRACTOR: KitliS841 COORDINATES B-3+35 E e tgyi,yton __, | ||
Line 3,084: | Line 1,521: | ||
.: Z . | .: Z . | ||
SCIL DESCRIPTION d Seele u- = 2 j | SCIL DESCRIPTION d Seele u- = 2 j | ||
g j 8 8-'' | g j 8 8-'' | ||
a Ch ieel C p. | a Ch ieel C p. | ||
Line 3,094: | Line 1,530: | ||
:), 4 12 18 3.9 R ua Cw. *** ** *** | :), 4 12 18 3.9 R ua Cw. *** ** *** | ||
_ . ).7 *co soil . | _ . ).7 *co soil . | ||
- 7 . . | - 7 . . | ||
o) . . | o) . . | ||
. fttiti-colored Silty No Sa.:plinc | . fttiti-colored Silty No Sa.:plinc | ||
_ l., . Sand, Gravel, and | _ l., . Sand, Gravel, and | ||
. hole. Clast | . hole. Clast | ||
-' ;, ' . Cobbles | -' ;, ' . Cobbles | ||
- ification f: | - ification f: | ||
Drillers Lot 0.-) . | Drillers Lot 0.-) . | ||
Z ).', : | Z ).', : | ||
~ | ~ | ||
O | O | ||
?: 3.a | ?: 3.a | ||
~ | ~ | ||
@) Brown Silty Sand ," | @) Brown Silty Sand ," | ||
@. . v/.tulti colored . | @. . v/.tulti colored . | ||
- . Gravel, Cobbles & nldrs. . | - . Gravel, Cobbles & nldrs. . | ||
_ O | _ O | ||
_ n. . | _ n. . | ||
K - | K - | ||
L. :) | L. :) | ||
- o. . | - o. . | ||
.s . | .s . | ||
O: . | O: . | ||
3 ,.- . | 3 ,.- . | ||
-a | -a | ||
,0 | ,0 | ||
* me | * me 70.s I | ||
e - . . , . , . | |||
70.s | |||
_ \ | _ \ | ||
O _ | O _ | ||
RE.W.E | RE.W.E 0002 !10 Bub.W4 - | ||
0002 !10 Bub.W4 - | |||
4 A8 | 4 A8 | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
soll CLASSIFICATION SHEET | soll CLASSIFICATION SHEET SHEET - C' 3 2 3# L192 PROJECT : W.O. SITE AREA Plant 3ite DRILL HOLE N( | ||
SHEET - C' 3 2 3# L192 PROJECT : W.O. SITE AREA Plant 3ite DRILL HOLE N( | |||
CONTRACTOR: 4i011n33i C00RDINATES 37+00 N E LEVATION d ORILLER kY'' ? GwL0HR5 It CLASSIFIED SY ' 3- DATE: 1*11*57 192 k HR5 2 C eerse | CONTRACTOR: 4i011n33i C00RDINATES 37+00 N E LEVATION d ORILLER kY'' ? GwL0HR5 It CLASSIFIED SY ' 3- DATE: 1*11*57 192 k HR5 2 C eerse | ||
*. $py . | *. $py . | ||
Line 3,204: | Line 1,570: | ||
***/ * * | ***/ * * | ||
* Density (or Ceneles.ney). Celee N'" | * Density (or Ceneles.ney). Celee N'" | ||
$ "g*,"y G iD | $ "g*,"y G iD | ||
* 4 la* e a, o f, - | * 4 la* e a, o f, - | ||
Line 3,211: | Line 1,576: | ||
~ | ~ | ||
:, . . .. . ' n a . .. .. ; 9.-- | :, . . .. . ' n a . .. .. ; 9.-- | ||
,. a. .u. .u tart.e 2 .- u-< n | ,. a. .u. .u tart.e 2 .- u-< n | ||
.- f) . O Te-s M! vet ~ | .- f) . O Te-s M! vet ~ | ||
1 1 1 1 | 1 1 1 1 | ||
.g{ pcs2 cratal i ;aad (fine to =cd.) ~ | .g{ pcs2 cratal i ;aad (fine to =cd.) ~ | ||
Fluvial Moder | Fluvial Moder | ||
-p . a :.c allt L cla/- - Scist :C Max. Sub./JG PCMC | -p . a :.c allt L cla/- - Scist :C Max. Sub./JG PCMC | ||
,- ,' 6 '. # | ,- ,' 6 '. # | ||
1" to - kO'I" 0#8V"1 F gaund- LC% Sand | 1" to - kO'I" 0#8V"1 F gaund- LC% Sand | ||
/,{, - | /,{, - | ||
'5 '. # 7. . - L - 20% Silt & clay 3 6 Flat ~ | '5 '. # 7. . - L - 20% Silt & clay 3 6 Flat ~ | ||
7 ) :. ;M. dan;e-br:vn, fine t: 002. Jar.;1, l'sX . | 7 ) :. ;M. dan;e-br:vn, fine t: 002. Jar.;1, l'sX . | ||
. MC ' 'i ( M' ,.::ana g 4C*f CM'/'.fi, Tf. Silt - dr7 TI 3' " | . MC ' 'i ( M' ,.::ana g 4C*f CM'/'.fi, Tf. Silt - dr7 TI 3' " | ||
,j , | ,j , | ||
'[ | '[ | ||
ned. den:e - d-evn, fine to CCI - | ned. den:e - d-evn, fine to CCI - | ||
f, ySand 5 lo ' 9 10 | f, ySand 5 lo ' 9 10 | ||
'N taad 1 cravel - d.'7 | 'N taad 1 cravel - d.'7 | ||
~ | ~ | ||
a Gravel le:s than 2f, si: | a Gravel le:s than 2f, si: | ||
p - | p - | ||
g. | g. | ||
~ | ~ | ||
$ 9 13 15 '8 9.0 - | $ 9 13 15 '8 9.0 - | ||
Line 3,255: | Line 1,602: | ||
a e 1 sana 4 gr: | a e 1 sana 4 gr: | ||
TO C4 ?e gravel, T3 allt - = cme blacu ~ | TO C4 ?e gravel, T3 allt - = cme blacu ~ | ||
7 .21 00 16 h- ''10 5 organic dr/ | 7 .21 00 16 h- ''10 5 organic dr/ | ||
* 10f silt | * 10f silt y .V. d:nco, brevn, fine to OSI sand . less per | ||
y .V. d:nco, brevn, fine to OSI sand . less per | |||
~ | ~ | ||
8 ' | 8 ' | ||
Line 3,268: | Line 1,612: | ||
. 3 gravel | . 3 gravel | ||
_ 9 20 LO ico 4.i>13 2 . | _ 9 20 LO ico 4.i>13 2 . | ||
Ic<, silt | Ic<, silt C 0 a E D TvM 3. ;. 31dr.1 ecbbles ~ | ||
g-:3 C[ - | |||
C 0 a E D TvM 3. ;. 31dr.1 ecbbles ~ | |||
g-:3 | |||
C[ - | |||
4 | 4 | ||
() "15 5 - | () "15 5 - | ||
Line 3,281: | Line 1,619: | ||
- -V. den:e, breva, fine te OGE =an '. - | - -V. den:e, breva, fine te OGE =an '. - | ||
607. sand io go $1 L7 | 607. sand io go $1 L7 | ||
. -1 gnvel, m..: silt, =oist - | . -1 gnvel, m..: silt, =oist - | ||
: 4. C - 30% smvel ; | : 4. C - 30% smvel ; | ||
Ch Cs. to wet st 1';'.0' 10% silt | Ch Cs. to wet st 1';'.0' 10% silt | ||
~ | ~ | ||
u h, n us 3: : | u h, n us 3: : | ||
12 48 50 56 50 - | 12 48 50 56 50 - | ||
D | D | ||
* ~ | * ~ | ||
,.l . | ,.l . | ||
~ | ~ | ||
13 LOC X . | 13 LOC X . | ||
-20.S | -20.S Bou.L1er -' | ||
Bou.L1er -' | |||
~~'" | ~~'" | ||
DR IL LZ D ()0 -21.8 Top of reck 21.8 . | DR IL LZ D ()0 -21.8 Top of reck 21.8 . | ||
CR IL LE D '/(22 5 Red silty shale | CR IL LE D '/(22 5 Red silty shale | ||
_ _ m. 0. | _ _ m. 0. | ||
n v | n v | ||
G Al . | G Al . | ||
V' - | V' - | ||
Line 3,328: | Line 1,641: | ||
^ | ^ | ||
l | l GILBERT ASSOCIATES, INC. | ||
GILBERT ASSOCIATES, INC. | |||
SOIL CLA551FICATION 5HEET SHEET I CF 1 | SOIL CLA551FICATION 5HEET SHEET I CF 1 | ||
!CT: 3 Mile Island . 0. 4192.0 $1TE AREA Plant Site DRtLL HOLE NO. BL-2 4 ACTOR: Kitlinski COORDINATES | !CT: 3 Mile Island . 0. 4192.0 $1TE AREA Plant Site DRtLL HOLE NO. BL-2 4 ACTOR: Kitlinski COORDINATES ELEVATION Na O | ||
.E R , 3 oyer 17 3 G.L O MRs l | .E R , 3 oyer 17 3 G.L O MRs l | ||
.iPIED SY id. S . DATE: 1-12-67 72 y,igas 16.9 C .. | .iPIED SY id. S . DATE: 1-12-67 72 y,igas 16.9 C .. | ||
5PT , | 5PT , | ||
*aul* REMRKS SotL DESCRIPTION aa '5 41. ' | *aul* REMRKS SotL DESCRIPTION aa '5 41. ' | ||
m. | m. | ||
i a e | i a e | ||
. . .., <., C . . . . ,. C.m 3 ,w e r. : ',c:,- | . . .., <., C . . . . ,. C.m 3 ,w e r. : ',c:,- | ||
i ...IT,-........,.. y c .... ..-... | i ...IT,-........,.. y c .... ..-... | ||
, ,, ,, ,., . c,,, C.,........ | , ,, ,, ,., . c,,, C.,........ | ||
T '. . Loose-Brn. Silty Sandy Top- . Started 1-12-67 | T '. . Loose-Brn. Silty Sandy Top- . Started 1-12-67 qk 0.8 soil - Some Gravel Wet | ||
qk 0.8 soil - Some Gravel Wet | |||
,V - | ,V - | ||
Med. Dense-Fine to Coarse - | Med. Dense-Fine to Coarse - | ||
1/2 and 1/2 Sand g - | 1/2 and 1/2 Sand g - | ||
Sand & Gravel - Tr. ot' Silt - to Sub." & Gravel Less Thar 7 9 13 .. | |||
Dry - Brown Ang." 57. Silt. Fairly Tr. Organic g 3/4" to l Clean and Permeabl 8,j ' | |||
Dry - Brown Ang." 57. Silt. Fairly | |||
Tr. Organic g 3/4" to l Clean and Permeabl 8,j ' | |||
12 9 7 | 12 9 7 | ||
_ Rd. " | _ Rd. " | ||
.0 - - | .0 - - | ||
Fluvial | Fluvial 3'6 . | ||
3'6 . | |||
I 12 14 17 6.0 - | I 12 14 17 6.0 - | ||
t | t | ||
'. 't Dense, Brown, Fina to Cse. | '. 't Dense, Brown, Fina to Cse. | ||
9. | 9. | ||
Less than 107. | Less than 107. | ||
. Sand & Gravel, Tr. Silt to Sub.- Silt 21 19 19 | . Sand & Gravel, Tr. Silt to Sub.- Silt 21 19 19 | ||
Line 3,378: | Line 1,672: | ||
EI- - | EI- - | ||
Tr.coaly Peeles. 7.5 to 9.0' lM 3/4" to | Tr.coaly Peeles. 7.5 to 9.0' lM 3/4" to | ||
.T5 9.0 Rdd." ~ | .T5 9.0 Rdd." ~ | ||
19 14 13 ''iy Med. Dense, Med. Sand w/Tr. | 19 14 13 ''iy Med. Dense, Med. Sand w/Tr. | ||
- iP ( 100'7. Med. lClean Sa 11 10 10 (.{ \ Organic | - iP ( 100'7. Med. lClean Sa 11 10 10 (.{ \ Organic 10.5 Dense Fine to Cse. Sand, em | ||
10.5 Dense Fine to Cse. Sand, em | |||
/ | / | ||
707. Sand, 287. Grav 2% Silt, Est. | 707. Sand, 287. Grav 2% Silt, Est. | ||
M Less Permeable | M Less Permeable | ||
~ \ g g i,Tr. Silt. Tr.Organi[ | ~ \ g g i,Tr. Silt. Tr.Organi[ | ||
Be .5' | Be .5' | ||
['. | ['. | ||
9 14 26 Dense to V. Dense, Sand and | 9 14 26 Dense to V. Dense, Sand and | ||
~ | ~ | ||
j " | j " | ||
Gravel, Some Silt.Tr. of Clay , | Gravel, Some Silt.Tr. of Clay , | ||
1/2 & 1/2 Sand and Al Much Decomposed Red Shale ~ | 1/2 & 1/2 Sand and Al Much Decomposed Red Shale ~ | ||
Gravel,107. + Silt 20 28 32 ;- [ Some Organic Ptcles., Moise and Clay,(Below 13. | Gravel,107. + Silt 20 28 32 ;- [ Some Organic Ptcles., Moise and Clay,(Below 13. | ||
*0 10 to 207. Clay | *0 10 to 207. Clay | ||
.0:/ 7' i' IA.7 and Silt) | .0:/ 7' i' IA.7 and Silt) 27 31 0 R E D I5.5 Boulder " | ||
27 31 0 R E D I5.5 Boulder " | |||
2 V. Dense, Lt.Brn., 511cy F. .p 1Auvial scrat. of 4 ~ | 2 V. Dense, Lt.Brn., 511cy F. .p 1Auvial scrat. of 4 ~ | ||
to Med. Sand. Interseratified '& | to Med. Sand. Interseratified '& | ||
Sand Lenses w/ Sand 15 49 ED A ~17.0 Sand and Gravel ;P ~ | Sand Lenses w/ Sand 15 49 ED A ~17.0 Sand and Gravel ;P ~ | ||
& Gravel - K is lo | & Gravel - K is lo Recovered 2.6' Soulders and - | ||
Recovered 2.6' Soulders and - | |||
0 R E D - | 0 R E D - | ||
Cobbles - | Cobbles - | ||
~20.0 - | ~20.0 - | ||
r, arawn sana w/ vravet No Recovery R I L L ~9 ~21.3 Cobbles ';M - | r, arawn sana w/ vravet No Recovery R I L L ~9 ~21.3 Cobbles ';M - | ||
g I L L 'M21.7 | g I L L 'M21.7 | ||
/ Red Silev Shale - 3edrock | / Red Silev Shale - 3edrock T.D. - | ||
T.D. - | |||
G As . 2.27 12/s i., r , m. ... | G As . 2.27 12/s i., r , m. ... | ||
0002 117 l | 0002 117 l | ||
l | l | ||
1 | 1 | ||
) | ) | ||
Line 3,436: | Line 1,709: | ||
*1 '111e Island w,o, Liq 2.0 PROJECT: slTE AREA Plant l DRILL HOLE N. ! | *1 '111e Island w,o, Liq 2.0 PROJECT: slTE AREA Plant l DRILL HOLE N. ! | ||
CONTRACTOR: Titli* Ski C00RDINATEs C-5 +05'd stgy47,on, g ORILLER : ^ 15 ' * * '''? | CONTRACTOR: Titli* Ski C00RDINATEs C-5 +05'd stgy47,on, g ORILLER : ^ 15 ' * * '''? | ||
GwL h MR5d | GwL h MR5d CLASSIFIED SY: ~1 3 - DATE: 1~17'b7 24 HRS d C aers. | ||
$p7 Greavier REMARKS 50tL DESCRIPTICH W 5eils | |||
CLASSIFIED SY: ~1 3 - DATE: 1~17'b7 24 HRS d C aers | |||
$p7 Greavier REMARKS | |||
50tL DESCRIPTICH W 5eils | |||
. Slows / I as | . Slows / I as | ||
$ Deasity (.e Cuisise.asy), C.I.' d R eno Green Cheeeel C.mp, | $ Deasity (.e Cuisise.asy), C.I.' d R eno Green Cheeeel C.mp, | ||
{ , | { , | ||
3 4 - 513 54,. G l.gie D , | 3 4 - 513 54,. G l.gie D , | ||
d j 8 '"- | d j 8 '"- | ||
* 5.it Ty,. Assess.,ies C, ad w. e, 3 c.,. g ... | * 5.it Ty,. Assess.,ies C, ad w. e, 3 c.,. g ... | ||
l g , ,, o, C asww=*iaa Pr.6lems. | l g , ,, o, C asww=*iaa Pr.6lems. | ||
"O.8' frecen - toes?il * | "O.8' frecen - toes?il * | ||
~ | ~ | ||
Line 3,459: | Line 1,724: | ||
_ . 2. 1-1/2" san 6 & | _ . 2. 1-1/2" san 6 & | ||
1/2 gravel | 1/2 gravel | ||
_. . sp 3/h" to | _. . sp 3/h" to | ||
' ./ | ' ./ | ||
c ? | c ? | ||
* 4, ' | * 4, ' | ||
_ Sc: .e bile.. coaly ptcles. Rdd.. | _ Sc: .e bile.. coaly ptcles. Rdd.. | ||
_ 3.0' to | _ 3.0' to 0 ~ | ||
0 ~ | |||
& Dense | & Dense | ||
? 11 16 26 ~ . *3 | ? 11 16 26 ~ . *3 | ||
. much Red SS Roch Frogs. ~ | . much Red SS Roch Frogs. ~ | ||
K .~ . | K .~ . | ||
_ _ Cense, fir.e to cae. sand & | _ _ Cense, fir.e to cae. sand & | ||
L " 'o '* | L " 'o '* | ||
/ . gravel, tr. silt - dry | / . gravel, tr. silt - dry Less than 5% S gp Sub . | ||
Less than 5% S | |||
gp Sub . | |||
5 ik 17 15 .',b - | 5 ik 17 15 .',b - | ||
& Ang.- | & Ang.- | ||
sp 3/h,, to - | sp 3/h,, to - | ||
~ ~ | ~ ~ | ||
[ 6 16 15 18 *" | [ 6 16 15 18 *" | ||
( | ( | ||
W- -D - 10.5 | W- -D - 10.5 | ||
)7 14 19 20 - | )7 14 19 20 - | ||
*7 | *7 | ||
-/ .- Der.se to v. dense . | -/ .- Der.se to v. dense . | ||
8 18 ol e*C . Lew permeabili 3rewn sand a grevel w/seme silt belev 1C.5 Dr .I. - 4 tr. clay . :toist. - | |||
8 18 ol e*C . Lew permeabili 3rewn sand a grevel w/seme silt | |||
belev 1C.5 | |||
Dr .I. - 4 tr. clay . :toist. | |||
o il le d y' * | o il le d y' * | ||
~ Subr 10 to 20% si "c . Drilled through many cobbles & Ang. cicy | ~ Subr 10 to 20% si "c . Drilled through many cobbles & Ang. cicy | ||
.\ - | .\ - | ||
. boulders belcw 12.0' gm 3/I' '' *0 | . boulders belcw 12.0' gm 3/I' '' *0 | ||
- Or il | - Or il | ||
'e <e le d - | 'e <e le d - | ||
- W. 6 | - W. 6 Or il le d - | ||
Or il le d | |||
'.O . | '.O . | ||
~ | ~ | ||
.)', | .)', | ||
~. | ~. | ||
Q' . | Q' . | ||
_ Or il le d | _ Or il le d | ||
.( _20.1 | .( _20.1 | ||
_ / - | _ / - | ||
-21 5 '4eathered led She.le - | -21 5 '4eathered led She.le - | ||
. . ., 4. 3. | . . ., 4. 3. | ||
u | u | ||
\ _ e l | |||
4 As . | |||
\ _ e | |||
e | e | ||
.. 0002 113 | .. 0002 113 | ||
l l | |||
l | |||
l | |||
\ | \ | ||
GILBERT ASSOCIATES. INC. | GILBERT ASSOCIATES. INC. | ||
Line 3,584: | Line 1,778: | ||
.g- Y:hitskt GWLOHR5 19 5 IFIED SY: ~I 3 - | .g- Y:hitskt GWLOHR5 19 5 IFIED SY: ~I 3 - | ||
~ | ~ | ||
DATE: 1-l? #7 lldg'/ HR5 'A 4 | DATE: 1-l? #7 lldg'/ HR5 'A 4 C ear 4 e 5P7 . | ||
C ear 4 e 5P7 . | |||
l Greaul*' REMARKS j | l Greaul*' REMARKS j | ||
g e SolL OCSCRIPTION a Seile I | g e SolL OCSCRIPTION a Seile I o'c i N R*a** G'eia chemisel Comp, Density (or Consiseeney). Celer = l 4 go, g g W '' Sise She,e Geelegic Dees, Seil Type . Assesseries d Care R ee. Grevad We'er. | ||
o'c i N R*a** G'eia chemisel Comp, Density (or Consiseeney). Celer = l 4 go, g g W '' Sise She,e Geelegic Dees, | |||
Seil Type . Assesseries d Care R ee. Grevad We'er. | |||
, g g ,, e, Cea ww.esen Problems. ees. | , g g ,, e, Cea ww.esen Problems. ees. | ||
, Topsoil - | , Topsoil - | ||
Line 3,601: | Line 1,787: | ||
3 g 5 ,,(. -TR. silt. =oist 1-1/h'jon4 . | 3 g 5 ,,(. -TR. silt. =oist 1-1/h'jon4 . | ||
l .. - Rdd. - - | l .. - Rdd. - - | ||
l7 h 5 s' G! to -1/2 sc.nd 1/2 gravel l rod. danse halov h.3' 1/2" - | l7 h 5 s' G! to -1/2 sc.nd 1/2 gravel l rod. danse halov h.3' 1/2" - | ||
2% silt to h.5 ' 5 to lo: | 2% silt to h.5 ' 5 to lo: | ||
, j ', - - | , j ', - - | ||
silt below h.3 ' | silt below h.3 ' | ||
7 3 11 -hf rly per cable | 7 3 11 -hf rly per cable | ||
'[( . | '[( . | ||
1 I - | 1 I - | ||
y, l | y, l | ||
0 10 10 ~ | 0 10 10 ~ | ||
]7.542t 6.0 to 7 5 | ]7.542t 6.0 to 7 5 | ||
Line 3,621: | Line 1,804: | ||
; '7",":'R. c11y TH. 'asly partielsa enf si | ; '7",":'R. c11y TH. 'asly partielsa enf si | ||
. rd1. - ssni & grsvel 5 to 15% | . rd1. - ssni & grsvel 5 to 15% | ||
sfit & elm 1 | sfit & elm 1 | ||
:: 17 ,o | :: 17 ,o | ||
*S - | *S - | ||
l l Q ". .!cnsa , brn. sin.1 's 3rsv21 - clean sand in as=ll | l l Q ". .!cnsa , brn. sin.1 's 3rsv21 - clean sand in as=ll | ||
'g | 'g | ||
,, .,4 y i; g -TR. silt & cls; - =oist | ,, .,4 y i; g -TR. silt & cls; - =oist (0.2') lensas 6.4 - - | ||
a4 31 M b 15 0 9 Y m ? 14.0 9~1. 1 t3 -s ir - 7. d.:9se, him. ssad % gravel S;2b - 1/2 & 1/2 stud & grave | |||
(0.2') lensas | |||
6.4 - - | |||
a4 31 M b 15 0 | |||
9 Y m ? 14.0 9~1. 1 t3 -s | |||
ir - 7. d.:9se, him. ssad % gravel S;2b - 1/2 & 1/2 stud & grave | |||
,o . , , -, | ,o . , , -, | ||
, .j - so o silt & ,:lsy - moist 3/h" sng - 10% silt & cisy 9 - tn - | , .j - so o silt & ,:lsy - moist 3/h" sng - 10% silt & cisy 9 - tn - | ||
4 - (sorre sant lenses) Rdd.- | 4 - (sorre sant lenses) Rdd.- | ||
- i4 - - | - i4 - - | ||
}s , | }s , | ||
6.d - | 6.d - | ||
l E ''* | l E ''* | ||
M t 9 ~ | M t 9 ~ | ||
Rei-ssn.ly, 311ty, shale - | Rei-ssn.ly, 311ty, shale - | ||
79_ 'h | 79_ 'h | ||
: 7 a^ | : 7 a^ | ||
.0 | .0 T.o. | ||
T.o. | |||
e 4 As 237 92/e | e 4 As 237 92/e | ||
: 2. i ' + | : 2. i ' + | ||
0002 114 | 0002 114 | ||
O GILBERT ASSOCIATES. INC. | O GILBERT ASSOCIATES. INC. | ||
SOIL CLA551FICATION SHEET | SOIL CLA551FICATION SHEET | ||
Line 3,694: | Line 1,846: | ||
6 12 ta 0.0 Rua C~* . | 6 12 ta 0.0 Rua C~* . | ||
l | l | ||
- '' 1 | - '' 1 | ||
~0.1 Soft bru sdv silt-some sm ~ Torsoil | ~0.1 Soft bru sdv silt-some sm ~ Torsoil | ||
_ 1 1 1 2 Fine gravel-tr clay Lun l | _ 1 1 1 2 Fine gravel-tr clay Lun l | ||
_ '$, loose red brn sand & gravel-some | _ '$, loose red brn sand & gravel-some | ||
+2" subang dirty; as. qtz.I i | |||
+2" | N 'say .o silt binder 74 2 2 3 k rdd - gravel | ||
subang dirty; as. qtz.I i | |||
N 'say .o silt binder 74 | |||
2 2 3 k rdd - gravel | |||
_ cs med. dense bra med. sand & gravel- Ian +50% gravel i | _ cs med. dense bra med. sand & gravel- Ian +50% gravel i | ||
._,. 3, _ al. tr. silt CW y | ._,. 3, _ al. tr. silt CW y subrdd -50% red sanc | ||
subrdd -50% red sanc | |||
~ 3 5 7 9 ,o 2 k -maeraFe l | ~ 3 5 7 9 ,o 2 k -maeraFe l | ||
LL y | LL y med. dense brn. gravel & med. sanc Imm . 60% gravel 1, i | ||
med. dense brn. gravel & med. sanc Imm . 60% gravel 1, i | |||
3 _ tr. silt as above 7J to K- moderate t: | 3 _ tr. silt as above 7J to K- moderate t: | ||
- 4 7 8 10 4 - | - 4 7 8 10 4 - | ||
+2" | +2" | ||
) | ) | ||
- ',k - | - ',k - | ||
coal silt l Q - | coal silt l Q - | ||
O -- | O -- | ||
5 1o 22 1' d 7s | 5 1o 22 1' d 7s | ||
_ dense brn med sand f. gravel- | _ dense brn med sand f. gravel-50% cravel, 50% | ||
50% cravel, 50% | |||
\ | \ | ||
3{ 9 1mm | 3{ 9 1mm | ||
. trace silt to K-6 17 24 20 _% CJ + 2 ,, | |||
. trace silt to K- | |||
6 17 24 20 _% CJ + 2 ,, | |||
- moderate bg ce.0nse to v. dense (? ) recovered g - | - moderate bg ce.0nse to v. dense (? ) recovered g - | ||
~ one 2" dia .- veathered z es cobble, blocked spoon, no sample | ~ one 2" dia .- veathered z es cobble, blocked spoon, no sample | ||
Line 3,748: | Line 1,875: | ||
GW . deemp. sh. fras | GW . deemp. sh. fras | ||
_ 8 32 36 h5 6" 9, _ | _ 8 32 36 h5 6" 9, _ | ||
50% Eravel | 50% Eravel | ||
- No 3,. - 155 csE sand 3 N "*d ' # | - No 3,. - 155 csE sand 3 N "*d ' # | ||
3'c k8 56 21 o ',Y e | 3'c k8 56 21 o ',Y e | ||
i t a: - | i t a: - | ||
_ 20 " v. dense Red-brn silty f. to med. | _ 20 " v. dense Red-brn silty f. to med. | ||
l=m - | l=m - | ||
: v. dirty v/ muet | : v. dirty v/ muet | ||
: i. . sand & gravel - trace clay 74 to - | : i. . sand & gravel - trace clay 74 to - | ||
rock (shale) :ca) | rock (shale) :ca) | ||
E 9 35 ha 69 o.5 y - | E 9 35 ha 69 o.5 y - | ||
+2" - | +2" - | ||
pasty stx. dirt) | pasty stx. dirt) | ||
,o.- - | ,o.- - | ||
poor K | poor K | ||
_ lo al 65 73 0.N - | _ lo al 65 73 0.N - | ||
f . | f . | ||
",~". 11 k7 59 71 | ",~". 11 k7 59 71 | ||
_ 14 E~18.0 Below 16.5' Interm.ittent trae na a..r ~ | _ 14 E~18.0 Below 16.5' Interm.ittent trae na a..r ~ | ||
_ 3r_v. dense silty f. to med sand-nome | _ 3r_v. dense silty f. to med sand-nome | ||
_ 12 26 35 hl 05p ,*.grsvel . | _ 12 26 35 hl 05p ,*.grsvel . | ||
yp. .- . | yp. .- . | ||
@13 70 d 05'g- .20.2 - | @13 70 d 05'g- .20.2 - | ||
Z2R 14 1T h [21.2 Boulder _. ~ | Z2R 14 1T h [21.2 Boulder _. ~ | ||
M 11 =d Mi'1 A=v- | M 11 =d Mi'1 A=v- | ||
_ 0.5 .- _21.7 car a 4 <;;. c. vel am .b,ws. - | _ 0.5 .- _21.7 car a 4 <;;. c. vel am .b,ws. - | ||
-Brick red v' t t siltstone - | -Brick red v' t t siltstone - | ||
' ~ | ' ~ | ||
E t .. | E t .. | ||
0002 115 g _ | |||
0002 115 | |||
g _ | |||
G Al | G Al | ||
l | l | ||
\ O GILBERT ASSOCIATES, INC. | \ O GILBERT ASSOCIATES, INC. | ||
Line 3,812: | Line 1,918: | ||
i I e 12 le 0.0 ava C .,. | i I e 12 le 0.0 ava C .,. | ||
C.n.orv.tl.a Pr.blem., .e.. | C.n.orv.tl.a Pr.blem., .e.. | ||
i N Loose-Brn. Sil &' Fir.e Sand I N. .1.0 Some Gravel - Toosoil Wet | i N Loose-Brn. Sil &' Fir.e Sand I N. .1.0 Some Gravel - Toosoil Wet Med. Dense, Fine to Cse., - | ||
Med. Dense, Fine to Cse., - | |||
107. Silt to 3.0' O. | 107. Silt to 3.0' O. | ||
Brown, Sand & Gravel, Some - | |||
: 27. t, Below 3.0' 4 5 10 7' Rock Frags. Dry | |||
: 27. t, Below 3.0' | * Tr. Coal (Decomposed) - | ||
4 5 10 7' Rock Frags. Dry | |||
Tr. Coal (Decomposed) - | |||
M derately Permeable 14 14 15 | M derately Permeable 14 14 15 | ||
.0}-2 | .0}-2 4.5 to 6.0' - | ||
4.5 to 6.0' | |||
14 10 12 8 - | 14 10 12 8 - | ||
~ | ~ | ||
19 16 13 . | 19 16 13 . | ||
' y- . | ' y- . | ||
10 10 14 9.0 ~ | 10 10 14 9.0 ~ | ||
j '. Brown | j '. Brown | ||
-Q I0.5 | -Q I0.5 V.andDense& Gravel,FineSome to Cse.,k Roc 20 25 27 rags. Dry g./ . V. Dense, Fine to Cse. Sand - Less Fermeable 27 35 92 | ||
V.andDense& Gravel,FineSome to Cse.,k Roc | |||
20 25 27 rags. Dry | |||
& Gravel. S me Silt and - | & Gravel. S me Silt and - | ||
Below 10.5 m /' s - | Below 10.5 m /' s - | ||
Clay - Moist.Bldr. 12.2 to - | Clay - Moist.Bldr. 12.2 to - | ||
- 13.0, - 15% Silt and Clay LLED to 13.0' | - 13.0, - 15% Silt and Clay LLED to 13.0' | ||
.)., | .)., | ||
Line 3,865: | Line 1,944: | ||
I . . - | I . . - | ||
l l}. . | l l}. . | ||
* * ~ | * * ~ | ||
l 29 41 39 Much Weathered Red Shale | l 29 41 39 Much Weathered Red Shale 16.0 to 17.5' | ||
16.0 to 17.5' | |||
~ | ~ | ||
fy, 44 - ~~94 58 k.( 19.4 | fy, 44 - ~~94 58 k.( 19.4 UP to 20% Silt Below 17.5' HlED Red Weathered Shale " | ||
UP to 20% Silt | |||
Below 17.5' | |||
HlED Red Weathered Shale " | |||
t | t | ||
[/. 21.0 ~ | [/. 21.0 ~ | ||
T.D. - | T.D. - | ||
.s 1 | .s 1 | ||
0002 116 9 e G AG . 2s? 98/f | |||
0002 116 9 | |||
e G AG . 2s? 98/f | |||
l 1 | l 1 | ||
i GILBERT ASSOCIATES, INC. l | i GILBERT ASSOCIATES, INC. l | ||
$0ll CLA331FICATION SHEET | $0ll CLA331FICATION SHEET | ||
$HEET ' O | $HEET ' O | ||
Line 3,912: | Line 1,962: | ||
ORtLL MOL1 Mt CONTRACTOR: I#.''#1' COORDINATES C-7+00E ELEVATION d ORILLER : 7''*"** | ORtLL MOL1 Mt CONTRACTOR: I#.''#1' COORDINATES C-7+00E ELEVATION d ORILLER : 7''*"** | ||
GWL 0 HR$ | GWL 0 HR$ | ||
CLAS$1 PIED BY ? T . '3 . DATE: ' 17- - 24 HR$ d Ceeeee g 5PT Grenvie' REMARKS u- * . | CLAS$1 PIED BY ? T . '3 . DATE: ' 17- - 24 HR$ d Ceeeee g 5PT Grenvie' REMARKS u- * . | ||
$0IL DESCRtPTION .4 Seite | $0IL DESCRtPTION .4 Seite | ||
* 3 Sle e/ Cheeseel Cem,, | * 3 Sle e/ Cheeseel Cem,, | ||
"g7 | "g7 d ,1 6 f a. | ||
d ,1 6 f a. | |||
as 3 a. | as 3 a. | ||
. Density (or Ceneseeaney), Celee Seal Type. Asseseevies 5 fM Geelgie Dese, d Core R ee. C'* wad **'''. | . Density (or Ceneseeaney), Celee Seal Type. Asseseevies 5 fM Geelgie Dese, d Core R ee. C'* wad **'''. | ||
0.0 6 12 la Rua Core C****"*''** | 0.0 6 12 la Rua Core C****"*''** | ||
* i %. '.' .,,,n". M' sDrown or .ilt .,*., , ;an - .d , | |||
i %. '.' .,,,n". M' sDrown or .ilt .,*., , ;an - .d , | |||
4 ... | 4 ... | ||
3 . | 3 . | ||
., ),. , . , .. s,o .. | ., ),. , . , .. s,o .. | ||
- s'; . ''ro'm Ti.x, to ::k:d. .,and A 1 | |||
_f.""n 3 , 3 ,, 'ilt " | |||
- s'; . ''ro'm Ti.x, to ::k:d. .,and A | |||
1 | |||
_f.""n | |||
3 , 3 ,, 'ilt " | |||
3, _..y -. | 3, _..y -. | ||
,; . l Icd. Deacc to h.5' | ,; . l Icd. Deacc to h.5' IM::. Ouh - | ||
1/2 & 1/2 3and 1 ,,. | |||
IM::. Ouh - | |||
1/2 & 1/2 3and | |||
1 ,,. | |||
- 3rrvin F'.a: to 0.:2. .o nt'. 6 Grm .1 GI 3/h" - | - 3rrvin F'.a: to 0.:2. .o nt'. 6 Grm .1 GI 3/h" - | ||
bite clean ! | bite clean ! | ||
'?r. of .;ilt I/t. : 72an 5d Ang.- | '?r. of .;ilt I/t. : 72an 5d Ang.- | ||
,,a .. | ,,a .. | ||
to - l I- l!t '. | |||
to - l | |||
I- l!t '. | |||
. D<'tec 1.5 to .5.0' 1 . | . D<'tec 1.5 to .5.0' 1 . | ||
' '? . .,I | ' '? . .,I | ||
. "'r. Crrenic,h.5 'Md * - , | . "'r. Crrenic,h.5 'Md * - , | ||
. . Y. Don .c ,> .O | . . Y. Don .c ,> .O | ||
* to <,3.0 * :n 2.O* - | * to <,3.0 * :n 2.O* - | ||
" ''' ^'' '' - | " ''' ^'' '' - | ||
!, [ . Dense to 10 5' - | !, [ . Dense to 10 5' - | ||
Line 3,975: | Line 1,993: | ||
~ | ~ | ||
'^ ' l' ', ' . ". Pr. :onders: tee of Fine 'and | '^ ' l' ', ' . ". Pr. :onders: tee of Fine 'and | ||
. T.5 to ?.0' - 60,$ of Ca=ple 1C l | . T.5 to ?.0' - 60,$ of Ca=ple 1C l | ||
. - 1" Jilty Iayer 10 3 to 10.4 - 11.0' is Lied. t | . - 1" Jilty Iayer 10 3 to 10.4 - 11.0' is Lied. t | ||
) | ) | ||
y a +- l. ^3 | y a +- l. ^3 | ||
- dr: to 9 0' - | - dr: to 9 0' - | ||
. - .oir.t ('.0' to 12.';' , | . - .oir.t ('.0' to 12.';' , | ||
.., 1 | .., 1 | ||
: 1. . . ,y - | : 1. . . ,y - | ||
Tv-l L " '' | |||
Tv- | |||
l | |||
L " '' | |||
. Y- :a* De am F12e to 0.iE Jand u - Inss perscabin i p} 7:nvel tr. Lilt (r> to 10.i} | . Y- :a* De am F12e to 0.iE Jand u - Inss perscabin i p} 7:nvel tr. Lilt (r> to 10.i} | ||
12.5' | 12.5' | ||
*- .c- . w ,a m -* -4.e 1 ?. 5 to 15.0 ' | *- .c- . w ,a m -* -4.e 1 ?. 5 to 15.0 ' | ||
- 1 tT. nice.n n - | - 1 tT. nice.n n - | ||
?~ | ?~ | ||
l | l | ||
- ) | - ) | ||
- .. l 33 | - .. l 33 | ||
.- A | .- A | ||
,, ~.3 _,, . | ,, ~.3 _,, . | ||
i ', , D:' 'n & thd. De tne below 15.0' , | i ', , D:' 'n & thd. De tne below 15.0' , | ||
o . | o . | ||
. !!oint to 13 5 - | . !!oint to 13 5 - | ||
2' 3 | 2' 3 o,i . *kt belov 13 5 - | ||
o,i . *kt belov 13 5 - | |||
.h is p- a 's - | .h is p- a 's - | ||
m . | m . | ||
.z , a - | .z , a - | ||
_ 9/ Red ''asle. | _ 9/ Red ''asle. | ||
A mm - | A mm - | ||
_ . 2.D. | _ . 2.D. | ||
m . | m . | ||
~ | ~ | ||
~ | ~ | ||
0002 !17 | 0002 !17 | ||
Line 4,075: | Line 2,031: | ||
50ll CLA$$lFICATION SHEET SHEET 1 .I PROJECT : 3 Mile Island w.o, 4192.00 $lTE AREA plant Site DRILL HOLE P CONTRACTOR: Etlinski C00R DtHAT ES E LEV ATION _ | 50ll CLA$$lFICATION SHEET SHEET 1 .I PROJECT : 3 Mile Island w.o, 4192.00 $lTE AREA plant Site DRILL HOLE P CONTRACTOR: Etlinski C00R DtHAT ES E LEV ATION _ | ||
DRILLER : EEDit N OWL 0 HRS CLASSIFIED SY : V' S* DATE 1-31-67 24 hrs C s. | DRILLER : EEDit N OWL 0 HRS CLASSIFIED SY : V' S* DATE 1-31-67 24 hrs C s. | ||
5PT Greaul ' REMARKS i j | |||
5PT Greaul ' REMARKS | |||
i j | |||
$0tL DESCRIPTION | $0tL DESCRIPTION | ||
* 5 . 11 . | * 5 . 11 . | ||
Line 4,084: | Line 2,037: | ||
"- .s - | "- .s - | ||
D . .., <., C . . . ,l. C.i., j : a,ra. ;c c"-', | D . .., <., C . . . ,l. C.i., j : a,ra. ;c c"-', | ||
. , ', ,c | . , ', ,c 4 .! s. . I T, - . . . . . . . .. . s C .... o,- e. . | ||
4 .! s. . I T, - . . . . . . . .. . s C .... o,- e. . | |||
3.0 6 12 is 0.0 R ua Car | 3.0 6 12 is 0.0 R ua Car | ||
* _ 9 7 Tcp soil . | * _ 9 7 Tcp soil . | ||
1 1 2 3 p. - h kovn Silt, M & - | 1 1 2 3 p. - h kovn Silt, M & - | ||
)( | )( | ||
Gravel, moist - | Gravel, moist - | ||
2 2 3 3 48 'S 0 * " | 2 2 3 3 48 'S 0 * " | ||
l | l | ||
*9 Med. Dense Brown, Sami & Gravel, - | |||
*9 | Moderately pen 3 4 5 9 od - | ||
Some organte particles (black) Sub - Relatively eles l w ,c. ; dry 3/4" sas: t&tsand&ci to Silt 0 U 0 | |||
Med. Dense Brown, Sami & Gravel, - | |||
Moderately pen | |||
3 4 5 9 od - | |||
Some organte particles (black) Sub - Relatively eles l w ,c. ; dry 3/4" sas: t&tsand&ci to Silt | |||
0 U 0 | |||
: changes to TR. Silt below 5 0 GP rdd: 55 Pebb"les-are s.: | : changes to TR. Silt below 5 0 GP rdd: 55 Pebb"les-are s.: | ||
,_ I.0' _ _ stone & I ancly severa O - | ,_ I.0' _ _ stone & I ancly severa O - | ||
5 10 5 9 :- | 5 10 5 9 :- | ||
75 | 75 | ||
.o -Dense to v. Dense Brown Sand & | .o -Dense to v. Dense Brown Sand & | ||
chart pebbles. | chart pebbles. | ||
l | l p 6 13 17 10 n. . -Cravel - 10% Silt . | ||
p 6 13 17 10 n. . -Cravel - 10% Silt . | |||
j.. -TR Crganic particles, TR silt | j.. -TR Crganic particles, TR silt | ||
;,. 1 7 9 23 17 .. | |||
;,. 1 | |||
7 9 23 17 .. | |||
. . Slishtly le, p, | . . Slishtly le, p, | ||
penneable 8 10 15 13 .i - | |||
penneable | |||
8 10 15 13 .i - | |||
m - | m - | ||
Changes to wet 8 12.0 & GP 9 11 18 21 | Changes to wet 8 12.0 & GP 9 11 18 21 | ||
.h.;_ with a "Jt or clay . _ | .h.;_ with a "Jt or clay . _ | ||
o, _ _ | o, _ _ | ||
3D 10 19 41 29 'l 15 0 - | 3D 10 19 41 29 'l 15 0 - | ||
Da 1L LE D h- 16.0 Boulders | Da 1L LE D h- 16.0 Boulders | ||
_ g , V. Dense Brown Sami 3. Grave.L _ | _ g , V. Dense Brown Sami 3. Grave.L _ | ||
TR. Silt o - 17 5 tl | TR. Silt o - 17 5 tl 11 25 36 47 wet ::p p;: u ders : | ||
11 25 36 47 wet ::p | |||
p;: u ders : | |||
Da u. u o f - 19 5 - | Da u. u o f - 19 5 - | ||
a 7 . | a 7 . | ||
aa ue . | aa ue . | ||
/g/ | /g/ | ||
21 5 - | 21 5 - | ||
O- - - - | O- - - - | ||
. mm 4 | . mm 4 | ||
= | = | ||
0002 .1I me .a GA1 l | 0002 .1I me .a GA1 l | ||
l | l | ||
O GILBERT ASSOCIATES. INC. | O GILBERT ASSOCIATES. INC. | ||
$ OIL CLASSIFICATION SHEET SMEET 1 0F 1 ECT: 3 Mile Isle ,,o, 14192.00 $1TE AREA Plant Site DRILL HOLE NO. D-2 RACTOR: Y ' ' 1 ' '' " | $ OIL CLASSIFICATION SHEET SMEET 1 0F 1 ECT: 3 Mile Isle ,,o, 14192.00 $1TE AREA Plant Site DRILL HOLE NO. D-2 RACTOR: Y ' ' 1 ' '' " | ||
* C00ADfMAT ES D W ;W . ELEv4 Tion M.8 | * C00ADfMAT ES D W ;W . ELEv4 Tion M.8 | ||
'ER: Kubitski 55 | 'ER: Kubitski 55 G.LOHR5 SIFIED 8Y: DATE: 'l-20-57 24 HR$ 17 ' | ||
G.LOHR5 SIFIED 8Y: DATE: 'l-20-57 24 HR$ 17 ' | |||
s | s | ||
.g ., | .g ., | ||
C .. . * | C .. . * | ||
$pi a"I- R Eli4AR KS G'5 41. ' | $pi a"I- R Eli4AR KS G'5 41. ' | ||
SOIL DESCRIPTION == | SOIL DESCRIPTION == | ||
, - j- j D . .., < C ... .t C.m 3 : R, ,r e r ;,,' c - - . | , - j- j D . .., < C ... .t C.m 3 : R, ,r e r ;,,' c - - . | ||
.T,-......... g e. .... . . ~ . . | .T,-......... g e. .... . . ~ . . | ||
, ,, ,, C ..... ,mi 0.0 ,_ c . . | , ,, ,, C ..... ,mi 0.0 ,_ c . . | ||
0.7 Too Soil . | 0.7 Too Soil . | ||
0 - . | 0 - . | ||
o- . | o- . | ||
.' ~ s. . | .' ~ s. . | ||
1.. - | 1.. - | ||
' , ,- Brn. Silty Sand ." No Samplin'g in | ' , ,- Brn. Silty Sand ." No Samplin'g in | ||
.- - w/ multi. colored gravel - hole. Classifica- | .- - w/ multi. colored gravel - hole. Classifica-tion from drillers G. legs. | ||
tion from drillers | |||
G. legs. | |||
p: - | p: - | ||
6: - . | 6: - . | ||
g - . | g - . | ||
: a. - | : a. - | ||
.0 . . | .0 . . | ||
o 15.0 | o 15.0 | ||
'. - 3rewn Silty Sand & Gravel . | '. - 3rewn Silty Sand & Gravel . | ||
ii. - | ii. - | ||
w/ multi-colored rock . | w/ multi-colored rock . | ||
j.- - fra.];ments & boulders - | j.- - fra.];ments & boulders - | ||
().c . . | ().c . . | ||
y,4 - | y,4 - | ||
A | A 2 4 ~. | ||
2 4 ~. | |||
T-D - | T-D - | ||
: P. - | : P. - | ||
i i 0002 119 | i i 0002 119 gal. 227 12/f | ||
gal. 227 12/f | |||
5 i | 5 i | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
Soll CLAS5IFICATION 5HEET | Soll CLAS5IFICATION 5HEET SHEET 1 C PROJECT : 1 uile Island ,,o, llW . 00 slTE AREA Plant Site DRtLL HOLE N. | ||
CCNTRACTOR: Vitlin3ki CCORDINATES D L+00 E ELEVATION d ORILLER : | CCNTRACTOR: Vitlin3ki CCORDINATES D L+00 E ELEVATION d ORILLER : | ||
OV'I GwL0HR$ d l CLAS$lFIED SY 'a'. S. DATE: 1 'l M 24 HR$ d | OV'I GwL0HR$ d l CLAS$lFIED SY 'a'. S. DATE: 1 'l M 24 HR$ d C ... l 4 5PT . | ||
Greaul*r REMARKS C. z J e SOIL DESCRIPTION we seits i i E Density (et Ceseleveney), Celee s R *aM O'* M i E d- W F Sise She,e Geelegie Dete. | |||
C ... l 4 5PT . | |||
Greaul*r REMARKS C. z J e SOIL DESCRIPTION we seits | |||
i i E Density (et Ceseleveney), Celee s R *aM O'* M i E d- W F Sise She,e Geelegie Dete. | |||
6 In* i C ,7. Seil T;pe . Assesserte* | 6 In* i C ,7. Seil T;pe . Assesserte* | ||
6 Ce,e R es. Grewad We'er. | 6 Ce,e R es. Grewad We'er. | ||
Line 4,283: | Line 2,126: | ||
- 1 3~ p 3' | - 1 3~ p 3' | ||
.e - | .e - | ||
(j[ - | (j[ - | ||
Brown med. to ese, sand w/ Sub ang moderately, pe- ) | Brown med. to ese, sand w/ Sub ang moderately, pe- ) | ||
2 6 i'a' " 3.0 gravel dry GP 1/2" to clean sand & g: | |||
2 6 | |||
i'a' " 3.0 gravel dry GP 1/2" to clean sand & g: | |||
3 8 Rdd | 3 8 Rdd | ||
.j -V. Dense Brown fine to ese sand . | .j -V. Dense Brown fine to ese sand . | ||
, .)? Lo ') A '(' - | , .)? Lo ') A '(' - | ||
& gravel, TR. silt, dry GP - Less than 5% . | & gravel, TR. silt, dry GP - Less than 5% . | ||
_e__n Some red siltstone rock frags , | _e__n Some red siltstone rock frags , | ||
3., . | 3., . | ||
4 30 25 25 '. I - | 4 30 25 25 '. I - | ||
_ ho . | _ ho . | ||
10 14 16 D. | 10 14 16 D. | ||
c n so o. | c n so o. | ||
m 1.6 : : | m 1.6 : : | ||
3o "EC D RI LL ED i".A - Boulders 8.7 to 10.0 , | |||
3o | |||
_10.0 | _10.0 | ||
- I -V. dense - Brown fine loose sand & - | - I -V. dense - Brown fine loose sand & - | ||
7 52 75 77 E. ' gravel, tr. silt, moist GM - | 7 52 75 77 E. ' gravel, tr. silt, moist GM - | ||
5% + Silt | 5% + Silt | ||
'-'"" 9 ld - | '-'"" 9 ld - | ||
lense of fine clean - | lense of fine clean - | ||
8 h7 58 OJ .' sand 11.7 to 11.Q. to | 8 h7 58 OJ .' sand 11.7 to 11.Q. to | ||
. BLDRS. 12.6 to 1h.0 " *** # | . BLDRS. 12.6 to 1h.0 " *** # | ||
S me decomposed Red Shale | S me decomposed Red Shale DR IL LE D .D t | ||
DR IL LE D .D t | |||
Adding to clay contents, | Adding to clay contents, | ||
[ | [ | ||
. CP , | . CP , | ||
: o. ~. Tr. of organic par *.icles . | : o. ~. Tr. of organic par *.icles . | ||
,,XE - | ,,XE - | ||
9 21 27 L o, | 9 21 27 L o, | ||
,g | ,g Fever fines below lh.0' . " | ||
Fever fines below lh.0' . " | |||
_ *- . more permeable . | _ *- . more permeable . | ||
10 50 h6 LL 8.' - | 10 50 h6 LL 8.' - | ||
s - | s - | ||
11 Sh L23 -'D "18.0 - | 11 Sh L23 -'D "18.0 - | ||
fe : : | fe : : | ||
L'O | L'O D RI LL ED [ | ||
D RI LL ED [ | |||
/ | / | ||
~ | ~ | ||
Red Shale - | Red Shale - | ||
[ 21.0 - | [ 21.0 - | ||
t . | t . | ||
: : 0002 !20 1 | |||
: : 0002 !20 | |||
1 | |||
* _ | * _ | ||
=___ _ | =___ _ | ||
G Al . | G Al . | ||
O GILBERT ASSOCIATES, INC. | O GILBERT ASSOCIATES, INC. | ||
5011. CLASSIFICATION SHEET SHEET / OF / | 5011. CLASSIFICATION SHEET SHEET / OF / | ||
Line 4,394: | Line 2,178: | ||
* W.O. h192.0 SITC AREA Plant 0-DRILL HOLE NO. | * W.O. h192.0 SITC AREA Plant 0-DRILL HOLE NO. | ||
RACTOR: | RACTOR: | ||
CDONDINATES D 7+00 E ELEVAtlON 201 8 | |||
.ER: 30 W' 10 3 CWL0HR5 slFIED BY: * | .ER: 30 W' 10 3 CWL0HR5 slFIED BY: * | ||
* DATE: 1 20-67 24 hrs lk'7 | * DATE: 1 20-67 24 hrs lk'7 | ||
Line 4,401: | Line 2,185: | ||
Grenut*' REMARKS g , soll DESCRIPTION ea Seil. | Grenut*' REMARKS g , soll DESCRIPTION ea Seil. | ||
I*"'' O Chemisel Camp, | I*"'' O Chemisel Camp, | ||
$ ! Den 6ey (e, Cenese,eaey), Cole, e R**** G'e'a g g,, g g .4 e Sise $he ,e Geelegie Deve, | $ ! Den 6ey (e, Cenese,eaey), Cole, e R**** G'e'a g g,, g g .4 e Sise $he ,e Geelegie Deve, Senl Type . Assesserie. | ||
Senl Type . Assesserie. | |||
:i Core Res. Cre=ad Wme, g_ Cen wwessen Probleme, m. | :i Core Res. Cre=ad Wme, g_ Cen wwessen Probleme, m. | ||
l.' *3.3 Brevn silt fine sand vet topsoi l | l.' *3.3 Brevn silt fine sand vet topsoi l 5 3 k r, 1onse brown fine sand some silt - | ||
5 3 k r, 1onse brown fine sand some silt | |||
~ | ~ | ||
SC% fine sand 18% silt | SC% fine sand 18% silt | ||
[ | [ | ||
~ | ~ | ||
. 2% + gravel | . 2% + gravel | ||
' ? ' | ' ? ' | ||
t | t Tr. gravel SN . | ||
~ | ~ | ||
. moist . | . moist . | ||
2 2 2 - | 2 2 2 - | ||
-h.5 - | -h.5 - | ||
P = >bri dense fine to ese sand some SF 1/2" - 70% sand 30% + gravel 0 ~ | P = >bri dense fine to ese sand some SF 1/2" - 70% sand 30% + gravel 0 ~ | ||
( 2 4 15 4--gvel tr silt dry - | ( 2 4 15 4--gvel tr silt dry - | ||
2% + silt d Dense fin <' to cse sand & gravel OP | 2% + silt d Dense fin <' to cse sand & gravel OP 1/2 sand & gravel 27 37 23 '. i 3. f, [ . shale rock f2agsTR silt dry ~ | ||
1/2 sand & gravel 27 37 23 '. i 3. f, [ . shale rock f2agsTR silt dry ~ | |||
2% + silt | 2% + silt | ||
: 0. - , _ | : 0. - , _ | ||
G coalyparticJes 4.5 to 5 0 3/4" " ~ | G coalyparticJes 4.5 to 5 0 3/4" " ~ | ||
obderstely 31 24 30 y,c -; - | obderstely 31 24 30 y,c -; - | ||
. Per:seable | . Per:seable 25 24 26 O f | ||
25 24 26 O f | |||
(6 : - | (6 : - | ||
~ | ~ | ||
o - | o - | ||
42 73 35 5 -13 5 - | 42 73 35 5 -13 5 - | ||
h lc IT .- D nse fine to ese sand & gravel TR ; ** 'l | h lc IT .- D nse fine to ese sand & gravel TR ; ** 'l | ||
.0 | .0 3rCanic, TR silt & dry =oist $ | ||
3rCanic, | |||
TR silt & dry =oist $ | |||
j jf' -TR coaly particles =uch shale - | j jf' -TR coaly particles =uch shale - | ||
13 10 3 .- - vet - | 13 10 3 .- - vet - | ||
slightly less | slightly less | ||
'' permeable | '' permeable | ||
>hd. dense 15.0 to 18.0 t | >hd. dense 15.0 to 18.0 t | ||
12 0 :3 - | |||
12 | |||
0 :3 - | |||
'y _ | 'y _ | ||
~ | ~ | ||
~ | ~ | ||
25 19 24 r. Deuse belev 18'.0" . | 25 19 24 r. Deuse belev 18'.0" . | ||
. . 's - | . . 's - | ||
. ble 'a, . | . ble 'a, . | ||
26 26 3,3 . 3 ,7 | 26 26 3,3 . 3 ,7 | ||
'Z-Red sandstone - | 'Z-Red sandstone - | ||
dl*) | dl*) | ||
*\k | *\k | ||
' l4 ti 0002 !21 ! | |||
' l4 ti | |||
0002 !21 ! | |||
G As . 237 12/e | G As . 237 12/e | ||
i cII.BERT ASSOCIATES, ]NC. | i cII.BERT ASSOCIATES, ]NC. | ||
SOIL CLASSIFICATION 5HEET SHEET 1 0 PROJECT 3mm w.o. 4192.00 slTE AREA PLLYr S M ORfLL HOLE N( | SOIL CLASSIFICATION 5HEET SHEET 1 0 PROJECT 3mm w.o. 4192.00 slTE AREA PLLYr S M ORfLL HOLE N( | ||
Line 4,500: | Line 2,237: | ||
Ort:LLER : D *f GWL 0 HR$ | Ort:LLER : D *f GWL 0 HR$ | ||
CLASSIFIED Sy : DATE: l*2!'*bI 24 HR$ _ | CLASSIFIED Sy : DATE: l*2!'*bI 24 HR$ _ | ||
Ceerse g 5PT Grenvier REMARKS | Ceerse g 5PT Grenvier REMARKS 50lt DESCRIPTION W 5eils El***/ | ||
50lt DESCRIPTION W 5eils El***/ | |||
f(". | f(". | ||
Density (or Consistency), Celer } "g*"(( is De 6 in. .5 6 | |||
Density (or Consistency), Celer } "g*" | |||
$ ,1 5.41 Type . Assessari'* :s Core R ee. G 'M ***'. | $ ,1 5.41 Type . Assessari'* :s Core R ee. G 'M ***'. | ||
0.0 4 12 la 0.0 Rua C *'' | 0.0 4 12 la 0.0 Rua C *'' | ||
*"* "** *'~' | *"* "** *'~' | ||
.07 Top Soil - | .07 Top Soil - | ||
- t- . . - | - t- . . - | ||
( ,. - | ( ,. - | ||
Lt. Brn. Fine Sandy - | Lt. Brn. Fine Sandy - | ||
No Sampling | No Sampling 1 ;. - | ||
in 4, | |||
1 ;. - | |||
in | |||
4, | |||
Silt v/ Fev Rock Fra6s. " | Silt v/ Fev Rock Fra6s. " | ||
Hole | Hole | ||
_\ | _\ | ||
_ .4 . . | _ .4 . . | ||
v G i ~5.0 | v G i ~5.0 m n e mi ri ent4 m | ||
m n e mi ri ent4 m | |||
- ,'. . - Froa | - ,'. . - Froa | ||
'o . . - | 'o . . - | ||
Drillers | Drillers | ||
_ . Brn. Ranti di Gravel O .$ - | _ . Brn. Ranti di Gravel O .$ - | ||
tog, | tog, | ||
- d- . Trace of Silt - | - d- . Trace of Silt - | ||
.g , | .g , | ||
L3 A . | L3 A . | ||
y | y | ||
- o- . | - o- . | ||
- O. . - | - O. . - | ||
). , - | ). , - | ||
M . | M . | ||
,o | ,o | ||
_ , f- . . | _ , f- . . | ||
e0 . | e0 . | ||
g . | g . | ||
_ 19 7 O3 / - | _ 19 7 O3 / - | ||
Red Shale - | Red Shale - | ||
/ ~21.0 - | / ~21.0 - | ||
- '^ | - '^ | ||
: 0002 !22 - | : 0002 !22 - | ||
,1 ( , - | ,1 ( , - | ||
4 A8 | 4 A8 | ||
,4s | ,4s | ||
Line 4,619: | Line 2,284: | ||
!CT: 3 h ralaM ,,o, 41%.m site AREA Plant DRILL HOLE no. N 4ACTom: Mash COORDINATES ELEVATION 2b*1 | !CT: 3 h ralaM ,,o, 41%.m site AREA Plant DRILL HOLE no. N 4ACTom: Mash COORDINATES ELEVATION 2b*1 | ||
.ER: D '# 14.5 GwL0 hrs ilFIED SY: DATE: 1-25-67 24 Hg3 14 5 Coorse 5PT Greavis' REMARK 5 ! | .ER: D '# 14.5 GwL0 hrs ilFIED SY: DATE: 1-25-67 24 Hg3 14 5 Coorse 5PT Greavis' REMARK 5 ! | ||
* SOIL DESCRIPTION J 5 eels Chemisel Camp l 8''**/ | |||
* SOIL DESCRIPTION J 5 eels | |||
Chemisel Camp l 8''**/ | |||
6 la. | 6 la. | ||
ac 5 | ac 5 | ||
Line 4,633: | Line 2,294: | ||
1 | 1 | ||
-0.8 Top soil-v. Loose :soist - | -0.8 Top soil-v. Loose :soist - | ||
.- -1t. Brown Fine S11ty - | .- -1t. Brown Fine S11ty - | ||
}.~ - _ | }.~ - _ | ||
Line 4,639: | Line 2,299: | ||
5 8,'-[3.0 Sandv/RockFrags. " | 5 8,'-[3.0 Sandv/RockFrags. " | ||
Loose - moist | Loose - moist | ||
,1 - . No Sampling - | ,1 - . No Sampling - | ||
t . | t . | ||
M11t1 Colored Fine to CSE. | M11t1 Colored Fine to CSE. | ||
! 'O " - Classification | ! 'O " - Classification | ||
," Sand v/ Gravel, Cobbles - | ," Sand v/ Gravel, Cobbles - | ||
from Drillers | from Drillers | ||
Line 4,654: | Line 2,312: | ||
: f. - Wash Water between 12.0 - | : f. - Wash Water between 12.0 - | ||
- & 18.0' - . | - & 18.0' - . | ||
y . | y . | ||
~ | ~ | ||
e,. - . | e,. - . | ||
l . . | l . . | ||
0 - - | 0 - - | ||
l - - | l - - | ||
oh.- | oh.- | ||
g . | g . | ||
6 - | 6 - | ||
?- - - | ?- - - | ||
1 - . | 1 - . | ||
l .p - | l .p - | ||
-' - ~ | -' - ~ | ||
20.8 q*' - Red Shale 20.S to 213 sof t hi I 8 Red S.S. 21 3 to 22.0 Hard a,g | |||
20.8 | |||
q*' - Red Shale 20.S to 213 sof t hi I 8 | |||
Red S.S. 21 3 to 22.0 Hard a,g | |||
- T. D. | - T. D. | ||
- : 0002 123 | - : 0002 123 | ||
= . | = . | ||
GA8 227 12/t | GA8 227 12/t | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
SOIL CLAS5IFICATION SHEET | SOIL CLAS5IFICATION SHEET | ||
Line 4,719: | Line 2,341: | ||
***' E k Density (or Cenesseency), Ceier d S R '"e* O'* ia Che=4 eel Camp, ' | ***' E k Density (or Cenesseency), Ceier d S R '"e* O'* ia Che=4 eel Camp, ' | ||
I g g,' | I g g,' | ||
g g e 51:e Sliepe Geelegie Dees, o J. A Soil Type . Aseessersee | g g e 51:e Sliepe Geelegie Dees, o J. A Soil Type . Aseessersee | ||
$ C '. Rec. Gre=ad We***, ! | $ C '. Rec. Gre=ad We***, ! | ||
Line 4,725: | Line 2,346: | ||
.I | .I | ||
.07 v. Inose - Sarai Silty topsoil - | .07 v. Inose - Sarai Silty topsoil - | ||
.P - Lt. Brn. v. Fine Sandy - | .P - Lt. Brn. v. Fine Sandy - | ||
j 2 3 Silt w/ few Rock Frag. ' | j 2 3 Silt w/ few Rock Frag. ' | ||
_ .$ . Inose - moist . | _ .$ . Inose - moist . | ||
- 9 . | - 9 . | ||
) | ) | ||
l% - k.0 | l% - k.0 D ' | ||
D | |||
." mit-colored fine to CSE. No Sampling | ." mit-colored fine to CSE. No Sampling | ||
_ D~ | _ D~ | ||
. Sand v/ Gravel, Cobbles & . | . Sand v/ Gravel, Cobbles & . | ||
_ . Bidra. - Drillers | _ . Bidra. - Drillers | ||
.4 | .4 Classification | ||
Classification | |||
- 21st - Med. to V. Dense - | - 21st - Med. to V. Dense - | ||
? . | ? . | ||
~ - | ~ - | ||
LT,0 0 ~ | LT,0 0 ~ | ||
'o . | 'o . | ||
l'I,0 , | l'I,0 , | ||
~ | ~ | ||
3 . | 3 . | ||
_ O' . | _ O' . | ||
o, . | o, . | ||
0 - | 0 - | ||
3 0 . . | 3 0 . . | ||
L g | L g | ||
. 20.8 i /- 22.0 Red Shale - Med. Ed. - | |||
. 20.8 | |||
i /- 22.0 Red Shale - Med. Ed. - | |||
J! _ | J! _ | ||
: r. D. | : r. D. | ||
: 0002 124 | : 0002 124 84Ed a 4A8.. | ||
84Ed a | |||
4A8.. | |||
i | i | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
SOIL CLASSIFICATION SHEET SHEET '_ | SOIL CLASSIFICATION SHEET SHEET '_ | ||
Line 4,849: | Line 2,386: | ||
E j er $1:e Shepe Geelegic Dete, 6 In. 5 e Seil Type . Accessaries -i Care Rec. O''" d **'''' | E j er $1:e Shepe Geelegic Dete, 6 In. 5 e Seil Type . Accessaries -i Care Rec. O''" d **'''' | ||
Construction Preble | Construction Preble | ||
. R Ce | . R Ce 1 2 2 1 .Ia1 Loose, e. | ||
1 2 2 1 .Ia1 Loose, e. | |||
crcwn sancycry silt; | crcwn sancycry silt; | ||
~ | ~ | ||
tr | tr | ||
+n~ni!cegrav el; - | +n~ni!cegrav el; - | ||
, 3 ., | , 3 ., | ||
L ,e g 7. dense brewn, f. sand k gravel; ,25 mm Sub.- + 2" si:e for | L ,e g 7. dense brewn, f. sand k gravel; ,25 mm Sub.- + 2" si:e for | ||
. , ,7 ,,g ,4 _ trace silt cry to ang.. | . , ,7 ,,g ,4 _ trace silt cry to ang.. | ||
- ^^ - | - ^^ - | ||
~; ' .. .}* | ~; ' .. .}* | ||
. Sr .2 ~.m to . | . Sr .2 ~.m to . | ||
_ h 35 36 35 , sample ik - slightly gray i sand rdd.- | _ h 35 36 35 , sample ik - slightly gray i sand rdd.- | ||
- g oh sq at, .'- ec CF - | - g oh sq at, .'- ec CF - | ||
6 27 15 lo 7 aense, fine to med. bmwn sand & .9 m S ub .- | 6 27 15 lo 7 aense, fine to med. bmwn sand & .9 m S ub .- | ||
{ ,*. gravel; slightly moist to | { ,*. gravel; slightly moist to n, og TA rdd*- trace of coal C , o !- | ||
n, og TA rdd*- trace of coal | |||
C , o !- | |||
w am.e7 en o bu+ >e+ | w am.e7 en o bu+ >e+ | ||
: s. cense, crown gravel | : s. cense, crown gravel s s/t -e. et i sand, trac | ||
s s/t -e. et i sand, trac | |||
+ 1 ~m - | + 1 ~m - | ||
e E6 59 14 4e ,12 sil + _ t n ce -im v | e E6 59 14 4e ,12 sil + _ t n ce -im v | ||
+i11_lika *av* | +i11_lika *av* | ||
9 ,q 31 .g , 4 .'I. dense bmwn gravel i silty sand; _ | 9 ,q 31 .g , 4 .'I. dense bmwn gravel i silty sand; _ | ||
l'3 | l'3 | ||
*j -tra ce to scme elay Ang.- till-like tex + | *j -tra ce to scme elay Ang.- till-like tex + | ||
$h 53 Cl | $h 53 Cl | ||
..o | ..o 17 14 f: 4h IV - - | ||
17 14 f: 4h IV - - | |||
I 12 hl 11 61 ch h7 hh 18 h er., | I 12 hl 11 61 ch h7 hh 18 h er., | ||
n clay in sample $12 light brown, v. dense ggvgl k s@;.ld:- | n clay in sample $12 light brown, v. dense ggvgl k s@;.ld:- | ||
'_b LS 71 | '_b LS 71 | ||
.TS: ,u | .TS: ,u | ||
Line 4,906: | Line 2,419: | ||
_' F/A _ | _' F/A _ | ||
cliv wenthe*ad ohn1 | cliv wenthe*ad ohn1 | ||
_ _ Top of rock - started co (see attached rock classificatic i sheet) - | |||
_ _ Top of rock - started co | |||
(see attached rock classificatic i | |||
sheet) - | |||
d . . | d . . | ||
),_ | ),_ | ||
[]00f v | []00f v | ||
l | l | ||
.'3 | .'3 Sheet h2 Amer.d-2 (10-2-o74 | ||
Sheet h2 Amer.d-2 (10-2-o74 | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
ROCK CLASSIFICATION, SHEET 5HEET S- 0F 1 ' | ROCK CLASSIFICATION, SHEET 5HEET S- 0F 1 ' | ||
DATE ~ 17 " | DATE ~ 17 " | ||
Line 4,963: | Line 2,433: | ||
) aye O E V. GwL DEPTH C -'' | ) aye O E V. GwL DEPTH C -'' | ||
Core _. DE5CRlPT1ON REMARK $ | Core _. DE5CRlPT1ON REMARK $ | ||
Rec. ' o | Rec. ' o e 3 Rock type, celer, groin sine & shape bedding (engle thickness), fractures, faults, Condition el core. | ||
e 3 Rock type, celer, groin sine & shape bedding (engle thickness), fractures, faults, Condition el core. | |||
[3 % | [3 % | ||
a: y j i J, ieines (engle, filling, etc.), permeability, alteration, wsothering, chemicel c e.pesiesen Escoveting evoluei etc. | a: y j i J, ieines (engle, filling, etc.), permeability, alteration, wsothering, chemicel c e.pesiesen Escoveting evoluei etc. | ||
10 - | 10 - | ||
l Ion of reek Z 119 sa.1 - | l Ion of reek Z 119 sa.1 - | ||
gs , y | gs , y | ||
Line 4,988: | Line 2,444: | ||
? ,. ., | ? ,. ., | ||
2 | 2 | ||
* t(Ik. 'L | * t(Ik. 'L N IE IICAEII u_ , JJ / sdty shale, brick rec ' | ||
N IE IICAEII | |||
u_ , JJ / sdty shale, brick rec ' | |||
joints, irregular 6f-7b* cedding incis tinc t , L'I | joints, irregular 6f-7b* cedding incis tinc t , L'I | ||
* cro s s Z sere bl k. '* n/ | * cro s s Z sere bl k. '* n/ | ||
", //o f | ", //o f | ||
/, | /, | ||
.lctnting, sc f t cl ay 7c.ne * 'h.D s* gicier on clay teact 2" at 2d.7', s:f t ze,r.e 70. ' ~'6.h ' , co re ! | .lctnting, sc f t cl ay 7c.ne * 'h.D s* gicier on clay teact 2" at 2d.7', s:f t ze,r.e 70. ' ~'6.h ' , co re ! | ||
5" pieces throurt: cut excert a t 20.2' 4 7) .L ' . | 5" pieces throurt: cut excert a t 20.2' 4 7) .L ' . | ||
h5 white -irs Q' | h5 white -irs Q' | ||
Z voiclet nicn; | Z voiclet nicn; | ||
Line 5,009: | Line 2,457: | ||
. ara /) | . ara /) | ||
/ va r ie ' nts w/"r A | / va r ie ' nts w/"r A | ||
". L. -; .. ,r 9. , , . . , , _ | ". L. -; .. ,r 9. , , . . , , _ | ||
9 m ma - -: n+ | 9 m ma - -: n+ | ||
- s'.7. | - s'.7. | ||
= | = | ||
c' s - | c' s - | ||
Z UUV + | |||
Z | |||
UUV + | |||
Sheet L3 A=end-2 (10-2-67) ose.sse use | Sheet L3 A=end-2 (10-2-67) ose.sse use | ||
Line 5,050: | Line 2,469: | ||
ROJECT: "hree ''ile Isl andw.0. bl99 01 SITE AREA C0011"? **0we r ORILL HOLE ONTRACTOR: 7d"- Ca'-rda== COORDINATES E LEV ATION RILLER : b .. f Gwl0HR5_" | ROJECT: "hree ''ile Isl andw.0. bl99 01 SITE AREA C0011"? **0we r ORILL HOLE ONTRACTOR: 7d"- Ca'-rda== COORDINATES E LEV ATION RILLER : b .. f Gwl0HR5_" | ||
LA551FIED SY : 21 9 DATE: '1'4' 24 HRS-C oerse g $PT M Grenular 3*EI' REMARKS I w | LA551FIED SY : 21 9 DATE: '1'4' 24 HRS-C oerse g $PT M Grenular 3*EI' REMARKS I w | ||
, 50!L DESCRIPTION Blews/ | , 50!L DESCRIPTION Blews/ | ||
.2 $ j Density (or Cenelstency), Color U , Range Green CMel CW, w, | .2 $ j Density (or Cenelstency), Color U , Range Green CMel CW, w, | ||
f 6 In. 5 5 $.il Type . Accessaries j | f 6 In. 5 5 $.il Type . Accessaries j | ||
Line 5,060: | Line 2,477: | ||
Ru Cm Conseraction Preble | Ru Cm Conseraction Preble | ||
: ).r .o e 0-v. . , - . e n ~- - - i*. 9-en,' | : ).r .o e 0-v. . , - . e n ~- - - i*. 9-en,' | ||
3 3 | 3 3 a | ||
a | |||
5 --=- * | 5 --=- * | ||
-Med. dense te dense, ' crown sand and o 1, e 7 e | -Med. dense te dense, ' crown sand and o 1, e 7 e | ||
: o. un to .- | : o. un to .- | ||
gravel, trace silt, sete rock | gravel, trace silt, sete rock | ||
, q ,- eg | , q ,- eg | ||
: y,- | : y,- | ||
, rag ents d:-r p g ,, . | , rag ents d:-r p g ,, . | ||
1 Pc *? ?r 4 11 1e : 8 l.. | 1 Pc *? ?r 4 11 1e : 8 l.. | ||
].0-10.0 ' trace of organic . | ].0-10.0 ' trace of organic . | ||
4 | 4 | ||
.a - | .a - | ||
in 11 : ., , | in 11 : ., , | ||
7 21 71 ?7 * .b ~ | 7 21 71 ?7 * .b ~ | ||
"of c ?C 20 ?o !J }'.ulti-colored eand & e-n .e1. truc. | "of c ?C 20 ?o !J }'.ulti-colored eand & e-n .e1. truc. | ||
Line 5,091: | Line 2,497: | ||
g, . | g, . | ||
.. J. dense, scre cecc= posed coal piec es 1 | .. J. dense, scre cecc= posed coal piec es 1 | ||
g Ne re mv :r det below 16.58 , , , . | g Ne re mv :r det below 16.58 , , , . | ||
11 L 35 22 ,8,I [ | 11 L 35 22 ,8,I [ | ||
~ | ~ | ||
Mc ro -i 3. r | Mc ro -i 3. r | ||
* ja.1 ,// started ccring | * ja.1 ,// started ccring | ||
. see sheet #2 for rock classificati >n . | . see sheet #2 for rock classificati >n . | ||
pb . | pb . | ||
[ 0002 127 Sheet LL Amend-2 (lC-2-d?) ce | |||
[ 0002 127 | |||
Sheet LL Amend-2 (lC-2-d?) ce | |||
GILBERT ASSOC 8ATES, INC. | GILBERT ASSOC 8ATES, INC. | ||
ROCK CLA551FICAT10H, SHEET $NEET10F -' | ROCK CLA551FICAT10H, SHEET $NEET10F -' | ||
DATE '''z' | DATE '''z' | ||
- Three Mile Islar.d NO. hico A DRILL HOLE NO. "* '> | - Three Mile Islar.d NO. hico A DRILL HOLE NO. "* '> | ||
: TOR Fdn. Ca + -== $1TE AREA e - ' 4 ~. * , - ELEY. Sot- 9 lE NY COORDINATES ANGLE | : TOR Fdn. Ca + -== $1TE AREA e - ' 4 ~. * , - ELEY. Sot- 9 lE NY COORDINATES ANGLE | ||
.7 +-;--] | .7 +-;--] | ||
BEARING SY: GwL DEPTH M O' | BEARING SY: GwL DEPTH M O' l | ||
l Core DE$CRIPT1ON REMARK 5 | |||
! Rec. y e e 3 Reek type, celea grein sine & shape, bedding (engle thickness), fractures, fewits, Conditlen el core. | |||
! Rec. y e | |||
e 3 Reek type, celea grein sine & shape, bedding (engle thickness), fractures, fewits, Conditlen el core. | |||
> = | > = | ||
1 [v g j 1.ine. (engle, fis, sing, ....), p ebility, steeeevien. -ee,h.ving, che*ical c ,.. ies.n Escovering evelvee e,c. | 1 [v g j 1.ine. (engle, fis, sing, ....), p ebility, steeeevien. -ee,h.ving, che*ical c ,.. ies.n Escovering evelvee e,c. | ||
l _ | l _ | ||
l - | l - | ||
Started coring - | Started coring - | ||
, , , in : +e- e r m e te f* | , , , in : +e- e r m e te f* | ||
M - .*/; ;4ed. hard, red, fine to med. grained sandstone, trertica2" -o loss of d: | M - .*/; ;4ed. hard, red, fine to med. grained sandstone, trertica2" -o loss of d: | ||
, joint mineralized 19.2-21.6', core pieces up t o 0.5', -- | , joint mineralized 19.2-21.6', core pieces up t o 0.5', -- | ||
wa ter feo e. g :,. good core - | wa ter feo e. g :,. good core - | ||
ug . | ug . | ||
10~ ~ | 10~ ~ | ||
, g [ red, med. hard shale, silty and sandy, gcod core, Z | , g [ red, med. hard shale, silty and sandy, gcod core, Z vertical mineralized joint 29.0-30.3' Jno / Ja .o - | ||
T. D. No loss of drill water S und rcck belcw 19.6 s c... | |||
vertical mineralized joint 29.0-30.3' Jno / Ja .o - | E 0002 1 Sheet k5 Amend-2 (10-2-67) , , , , , , , , , , , | ||
T. D. No loss of drill water | |||
S und rcck | |||
belcw 19.6 | |||
s c... | |||
E | |||
0002 1 | |||
Sheet k5 Amend-2 (10-2-67) , , , , , , , , , , , | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
Line 5,263: | Line 2,540: | ||
Cen.seweii a Preble R Cm | Cen.seweii a Preble R Cm | ||
[ 3 7 , y 3U. loose brn sancy silt, trace of gravel - toesoil moist cv 3/h,S._uo .mia . | [ 3 7 , y 3U. loose brn sancy silt, trace of gravel - toesoil moist cv 3/h,S._uo .mia . | ||
o | o | ||
.v Red. dense, brown sand, silt & grave Lev 9 4 a - | .v Red. dense, brown sand, silt & grave Lev 9 4 a - | ||
' .. . u_... cist | ' .. . u_... cist | ||
~ | ~ | ||
1 10 9 2< ''./' Oense, brown sand k gr a vel, trace o I - | 1 10 9 2< ''./' Oense, brown sand k gr a vel, trace o I - | ||
Line 5,273: | Line 2,548: | ||
5 30 30 2C I' coal, many sancstone i quartzite * | 5 30 30 2C I' coal, many sancstone i quartzite * | ||
,. . fragments | ,. . fragments | ||
~ | ~ | ||
17 10 71 'a Sub. Tdd. | 17 10 71 'a Sub. Tdd. | ||
b" | b" 4 | ||
4 | |||
'. - 7 3-7.L' lense of f. sand | '. - 7 3-7.L' lense of f. sand | ||
. to rc~l. moist | . to rc~l. moist 7 04 10 10 | ||
7 04 10 10 | |||
* tr " " | * tr " " | ||
c 12 12 lh ;l, [10.5-12,0' M. dense, bmwn sand, 5 | c 12 12 lh ;l, [10.5-12,0' M. dense, bmwn sand, 5 | ||
_ med. grained - | _ med. grained - | ||
wet 16.08 as two above, wet | wet 16.08 as two above, wet t | ||
t | |||
_ 10 1C Oh M .. ,. | _ 10 1C Oh M .. ,. | ||
S) _ 11 30 ld 25 -16.2-17.8' 7 dense, brown sand, - | S) _ 11 30 ld 25 -16.2-17.8' 7 dense, brown sand, - | ||
t lo ?L 1h 04 | t lo ?L 1h 04 | ||
[:. | [:. | ||
-.a_ e.e4-os - | -.a_ e.e4-os - | ||
11 0' << | 11 0' << | ||
Line 5,313: | Line 2,566: | ||
't | 't | ||
]) trace of silt, coal, clay, some de- S'4 | ]) trace of silt, coal, clay, some de- S'4 | ||
' 30 " Sub. ] dd. till li L. - - ered ch 1: 1 5::: r. . | ' 30 " Sub. ] dd. till li L. - - ered ch 1: 1 5::: r. . | ||
[ [Bagin coring 3 20.1 | [ [Bagin coring 3 20.1 | ||
~ | ~ | ||
l | l | ||
- . _ j j | |||
l 1 | |||
- . _ j | |||
j | |||
l | l | ||
_ M e | _ M e | ||
: : 0002 129 1 | |||
Sheet h6 Amend-2 (10-2-67) o l l | |||
: : 0002 129 | |||
l | l | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
ROCK CLASSIFICATION, $HEET 5HEET 2 OF 2 - | ROCK CLASSIFICATION, $HEET 5HEET 2 OF 2 - | ||
Line 5,370: | Line 2,586: | ||
C er | C er | ||
* DESCRIPTION Ree. | * DESCRIPTION Ree. | ||
* | * e REMARKS e 3 green sine & shape Cendition el core. | ||
e REMARKS e 3 green sine & shape Cendition el core. | |||
f 1 { i j Rock ieines type, (engle,celer!ing, fil etc.), permeebeli*y, etteresien, weathering, chemicelbedding (engle Escovering thickness), fractor evoluee 3 CE y conipesseien etc. | f 1 { i j Rock ieines type, (engle,celer!ing, fil etc.), permeebeli*y, etteresien, weathering, chemicelbedding (engle Escovering thickness), fractor evoluee 3 CE y conipesseien etc. | ||
1 ses ze.e Begin coring 4 20.l' - | 1 ses ze.e Begin coring 4 20.l' - | ||
Hz ja ';if ' | Hz ja ';if ' | ||
Sandstone, gray, med. grained, red, hard, 22" bedding, _ | Sandstone, gray, med. grained, red, hard, 22" bedding, _ | ||
us s* 4 m. tere course 1 | us s* 4 m. tere course 1 | ||
*gn p w <ro<at 2.ne.0', 60'eross t u .dntere sesejoint .a 21.}', brn. staELng a 2L.2 | *gn p w <ro<at 2.ne.0', 60'eross t u .dntere sesejoint .a 21.}', brn. staELng a 2L.2 | ||
, ,,,g Shale, brick red, extrer.ely broken, :ruch MnOx staining Q | , ,,,g Shale, brick red, extrer.ely broken, :ruch MnOx staining Q 28' [/ 24 7-40* slickensides, 24.8 another slickens.ide, some wet hering, 27.0-29 5' sandy zone, high angle jointing 29-29 5', br E stains, | ||
28' [/ 24 7-40* slickensides, 24.8 another slickens.ide, some wet hering, 27.0-29 5' sandy zone, high angle jointing 29-29 5', br E stains, | |||
/ 45' bedding, brown stain & white mineralization along meg partings, M 45 / | / 45' bedding, brown stain & white mineralization along meg partings, M 45 / | ||
ye | ye | ||
/ | / | ||
/ | / | ||
33 9-34.7' extremely broken 34.6-34.7' weathered decomposed shal | 33 9-34.7' extremely broken 34.6-34.7' weathered decomposed shal Z | ||
g "r | |||
/ | / | ||
/j 357-375' exteese!y breken, some 50,ecross seamjointing 39.2-63 0' ex:Remely broken, vertical slickensides w 39a ' | /j 357-375' exteese!y breken, some 50,ecross seamjointing 39.2-63 0' ex:Remely broken, vertical slickensides w 39a ' | ||
.'/ L1.7' high angte slickensides Z M 84 | .'/ L1.7' high angte slickensides Z M 84 | ||
.no | .no | ||
Line 5,410: | Line 2,607: | ||
/ | / | ||
L2.2' 30 slickensides 12.a L2 5.L2.7' clay seam | L2.2' 30 slickensides 12.a L2 5.L2.7' clay seam | ||
~~ | ~~ | ||
l T. D. 43 0' No loss of drill w,er Z .mc mk I _ | l T. D. 43 0' No loss of drill w,er Z .mc mk I _ | ||
below Ph.l.? | below Ph.l.? | ||
l 0002 130 0 | |||
l | |||
0002 130 0 | |||
-~ | -~ | ||
Sheet 47 Amend-2 (10 2.c7) | Sheet 47 Amend-2 (10 2.c7) | ||
Line 5,436: | Line 2,622: | ||
*=-H~== COORDINATES E LEV ATION | *=-H~== COORDINATES E LEV ATION | ||
)RILLE R : E0Ver GwL0 HRS. l lLA$31FIED SY : W' DATE: 7-17 57 24 HR5 l | )RILLE R : E0Ver GwL0 HRS. l lLA$31FIED SY : W' DATE: 7-17 57 24 HR5 l | ||
i C ears e g $PT Grenvier REMARKS | i C ears e g $PT Grenvier REMARKS Soll DESCRIPTION .4 Seils 1 OI***! | ||
Soll DESCRIPTION .4 Seils 1 OI***! | |||
Density (or Consistency), Celee | Density (or Consistency), Celee | ||
$ N$;*"[,' ", ;, g,,, | $ N$;*"[,' ", ;, g,,, | ||
6 In, c A j Seil Type . Accessari'* 6 Cee. Rec. G ' ** ad * * '''. | 6 In, c A j Seil Type . Accessari'* 6 Cee. Rec. G ' ** ad * * '''. | ||
6 12 18 u R un Core i 13 4 ,3 i.cose, OrX. o m . , s il ty , ca ncy *waScil cist g'. | |||
o 9 e ' .I., .p_ Loose, crown, fine sancy s u t.cist 1 | |||
1 1 0' :\. ':? ~C ;a.--c d . | |||
l l' 17 | |||
i 13 4 ,3 i.cose, OrX. o m . , s il ty , ca ncy *waScil cist | |||
g'. | |||
o 9 e ' .I., .p_ Loose, crown, fine sancy s u t.cist | |||
1 0' :\. ':? ~C ;a.--c d . | |||
l | |||
l' 17 | |||
.ulti-cciored gravel i Sand, trace slit 3/l" to r). . | .ulti-cciored gravel i Sand, trace slit 3/l" to r). . | ||
_ L an f- L6 f- )*. cense, scme rock frap.cnts, dr/ . | _ L an f- L6 f- )*. cense, scme rock frap.cnts, dr/ . | ||
l | l | ||
?? Lc 17 - 0? | ?? Lc 17 - 0? | ||
{.*. _ trace cecencesed coal | {.*. _ trace cecencesed coal | ||
_ , SP _ | _ , SP _ | ||
6 *- '' | 6 *- '' | ||
1- 'o ' from 7.3-y.08, becomes seme cecem- } | 1- 'o ' from 7.3-y.08, becomes seme cecem- } | ||
d 7 99 .q 90 sed Coal | d 7 99 .q 90 sed Coal | ||
= | = | ||
- 10_ al_ | - 10_ al_ | ||
- e t, 93 9 | - e t, 93 9 | ||
. 15 17 91 | . 15 17 91 | ||
;i. Thanges tc, we t at 12.3 '- may be drill - | ;i. Thanges tc, we t at 12.3 '- may be drill - | ||
1 i | 1 i | ||
,. ,. adate r - | ,. ,. adate r - | ||
~ * | ~ * | ||
[chagges tc moist at 13.5' | [chagges tc moist at 13.5' 1 77 q; Ec / e. | ||
1 77 q; Ec / e. | |||
_ 3, g 9 7e y., 2early all v. dense, poorly graded, | _ 3, g 9 7e y., 2early all v. dense, poorly graded, | ||
.j, .ecium sand, some crganic, trace | .j, .ecium sand, some crganic, trace | ||
^^ ~ | ^^ ~ | ||
1" | 1" | ||
- ?9- ? *- 67 | - ?9- ? *- 67 g ,grsvel .e .r - | ||
_ li '17 o^ ;_ ,9 / a .t. | |||
g ,grsvel .e .r - | |||
_ li '17 | |||
o^ ;_ ,9 / a .t | |||
,_4~. _ | ,_4~. _ | ||
j s tarted co rir e - to o o f rc :k 1 | |||
j | |||
s tarted co rir e - to o o f rc :k | |||
1 | |||
[ [ see sheet #2 for rock classifiestier . | [ [ see sheet #2 for rock classifiestier . | ||
l 1 | l 1 | ||
_ e 6 e _ e | |||
_ e 6 | |||
e _ e | |||
_ e - | _ e - | ||
0002 r _ _ _ 131 s 'e r . - | |||
0002 | |||
r _ _ _ 131 | |||
s 'e r . - | |||
T. | T. | ||
3 hee: Lo ;cer.c-2 (;G-2-c7) o l | 3 hee: Lo ;cer.c-2 (;G-2-c7) o l | ||
GILBERT ASSOCIATES, LVC. | GILBERT ASSOCIATES, LVC. | ||
ROCK CLASSIFICATION, SHEET $NEET | ROCK CLASSIFICATION, SHEET $NEET CP S DATE ' _ ' -4 7 - , .e 41 | ||
CP S | |||
7 - , .e 41 | |||
. ni , a No. M o 9 C1 DRILL HOLE NO. Og CTOR Pd . Serrices SITE AREA "an'd-e "'a : a - ELEY. 206 . ')' | . ni , a No. M o 9 C1 DRILL HOLE NO. Og CTOR Pd . Serrices SITE AREA "an'd-e "'a : a - ELEY. 206 . ')' | ||
ZE U COORDINATES ANGLE 'r a -* d a d BEARING | ZE U COORDINATES ANGLE 'r a -* d a d BEARING | ||
Line 5,563: | Line 2,671: | ||
* 1 1 Rech type, seier s'eia sine & shape beddias (engle thickness), frectures, faults, Condition of ceae. | * 1 1 Rech type, seier s'eia sine & shape beddias (engle thickness), frectures, faults, Condition of ceae. | ||
[ os{ g j loints (engle, filling, etc.), permeebslity, alteration, weathering, cheenical Escoveting evolvet 3 compea stion etc. | [ os{ g j loints (engle, filling, etc.), permeebslity, alteration, weathering, cheenical Escoveting evolvet 3 compea stion etc. | ||
e Top of rock | |||
e | |||
Top of rock | |||
/$l lYl - | /$l lYl - | ||
l | l IM A7 :.-,; m. F.ed 1 nlienhQ b ken m ed. | ||
M Enrgrnch _ -s grnd sandstone, white tinerale m | |||
IM A7 :.-,; m. F.ed 1 nlienhQ b ken m ed. | |||
M Enrgrnch _ -s grnd sandstone, white tinerale | |||
m | |||
t | t | ||
' a u. y ...m o ca.. ;;4. e , a w:.a.eev u ruer.. cc ma le slic Ke r.s ms c r. s e e ccn s i. . Wo e-vr .d. h m -.4 w ~ te c ,_, w4 or , ar4 + 4- . . .,- h-+%- - | ' a u. y ...m o ca.. ;;4. e , a w:.a.eev u ruer.. cc ma le slic Ke r.s ms c r. s e e ccn s i. . Wo e-vr .d. h m -.4 w ~ te c ,_, w4 or , ar4 + 4- . . .,- h-+%- - | ||
fo e U | fo e U | ||
^" 1Q | ^" 1Q | ||
, Nec shaley sandetene, broken to exiensively breken, I clay f;. much white nineralization - | , Nec shaley sandetene, broken to exiensively breken, I clay f;. much white nineralization - | ||
Fravel s l 99 | |||
Fravel s | |||
l 99 | |||
: s.o .N- n,- | : s.o .N- n,- | ||
! oa / red, med. hard, silty shale, slickensides a t 60* at 33.7 Z | ! oa / red, med. hard, silty shale, slickensides a t 60* at 33.7 Z | ||
/ & 31.3'- acmes core along 50* ctg., rany ircipient Z 3 | / & 31.3'- acmes core along 50* ctg., rany ircipient Z 3 | ||
m ,Ug ac.r fractures rehealed, slickensides along many cartin7s _ | m ,Ug ac.r fractures rehealed, slickensides along many cartin7s _ | ||
rood core | rood core T. D. _ | ||
T. D. _ | |||
core recovery shown between 17.1 'c 32.3'- questionable Z due to broken cendition of core ;'nc loss of dr wa ter | core recovery shown between 17.1 'c 32.3'- questionable Z due to broken cendition of core ;'nc loss of dr wa ter | ||
= | = | ||
l _ | l _ | ||
l _ | l _ | ||
I .!, _ | I .!, _ | ||
E 0002 !32 Sheet k9 Amend-2 (10-2-67) , ,, , , ,, u .e | |||
E | |||
0002 !32 | |||
Sheet k9 Amend-2 (10-2-67) , ,, , , ,, u .e | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
O y 10ll CLA131FICATION $HEET 5HEET J., | O y 10ll CLA131FICATION $HEET 5HEET J., | ||
Line 5,645: | Line 2,703: | ||
R* ate ise Geelegie De e, j 4 In. - | R* ate ise Geelegie De e, j 4 In. - | ||
e sg 511 Tye . Aceseneries W 5 4,. | e sg 511 Tye . Aceseneries W 5 4,. | ||
d Cne Rec. Grevad werer, Ceneerwetion Preble R Cm | d Cne Rec. Grevad werer, Ceneerwetion Preble R Cm 1 i e. , si MO R9,481 brown sandy silt, trace | ||
1 i e. , si MO R9,481 brown sandy silt, trace | |||
~ | ~ | ||
. : cist - too. | . : cist - too. | ||
'.8l ?!ed. dense, brown sand. ;.: gce of | '.8l ?!ed. dense, brown sand. ;.: gce of p , | ||
p , | |||
5 6 11" $P f,"* -eist | 5 6 11" $P f,"* -eist | ||
'a 19 M | 'a 19 M | ||
. . ' .tense, brown med. to coarse sand 1 | . . ' .tense, brown med. to coarse sand 1 1 | ||
1 | |||
h ?o 2c 96 -" gravel, trace of coal ! 3/h" S ub ." rdd. | h ?o 2c 96 -" gravel, trace of coal ! 3/h" S ub ." rdd. | ||
ll' | ll' | ||
^ ~ | ^ ~ | ||
to rh . dry 5 le 20 17 *9 6 25 26 10 .- . | |||
to rh . dry | |||
5 le 20 17 *9 | |||
6 25 26 10 .- . | |||
0 .,. | 0 .,. | ||
. - as above - [ | . - as above - [ | ||
7 C9 1A 9e . " | 7 C9 1A 9e . " | ||
~ | ~ | ||
8 80 lie 69 . . . | 8 80 lie 69 . . . | ||
J. dense, multi-colored sand & Sub.~ | |||
g , ' ' . gravel, trace of clay, much decom- ang._ 12-13.5' wash | g , ' ' . gravel, trace of clay, much decom- ang._ 12-13.5' wash 9 g7 a . ' , posea moist sandy shale, trace of c )al , ,}" | ||
9 g7 a . ' , posea moist sandy shale, trace of c )al , ,}" | |||
to - till-like cons: | to - till-like cons: | ||
10 69 Sh 96 .. .r. dense below 12.0' S ub . . | 10 69 Sh 96 .. .r. dense below 12.0' S ub . . | ||
Line 5,689: | Line 2,726: | ||
.A | .A | ||
. 8* ' S 7 rdd.. | . 8* ' S 7 rdd.. | ||
,j | ,j 12 85 129 97 to - | ||
12 85 129 97 to - | |||
rdd . - | rdd . - | ||
17 7 71 91 10 0 g '. - - | 17 7 71 91 10 0 g '. - - | ||
2 . . .o ce w ve rv J . Begin coring 19.9 8 . | 2 . . .o ce w ve rv J . Begin coring 19.9 8 . | ||
o: | o: | ||
e : : | e : : | ||
1 x | 1 x | ||
- . . 000s.2 s , | - . . 000s.2 s , | ||
: e. _ , . . | : e. _ , . . | ||
Sheet 50 Amend-2 ('.C-2-67) o f | |||
Sheet 50 Amend-2 ('.C-2-67) o | I | ||
GILBERT ASSOCIATES. LNC. | GILBERT ASSOCIATES. LNC. | ||
ROCK CLASSIFICATION, SHEET 5HEET 1 0F "L DATE_ 7 O ' '* 7 r Pa tMColitan Ediscn Co - NO. E' lo M DRILL HOLE NO. C* 3 | ROCK CLASSIFICATION, SHEET 5HEET 1 0F "L DATE_ 7 O ' '* 7 r Pa tMColitan Ediscn Co - NO. E' lo M DRILL HOLE NO. C* 3 | ||
:: TOR 7r - ca-da. 5ITE AREA % _ r_ | :: TOR 7r - ca-da. 5ITE AREA % _ r_ | ||
m ., 3 ELEY. *%~' | m ., 3 ELEY. *%~' | ||
'E NI C00RDINATE5 ANGLE ?*-+ic71 | 'E NI C00RDINATE5 ANGLE ?*-+ic71 | ||
! h" BE A RING i SY: GwL '1 C' DEPTH M.'' | ! h" BE A RING i SY: GwL '1 C' DEPTH M.'' | ||
C ., . DESCRIPTION l REMARK 5 R... . . | C ., . DESCRIPTION l REMARK 5 R... . . | ||
Line 5,749: | Line 2,751: | ||
-...s.,4... n. i E.............., | -...s.,4... n. i E.............., | ||
, ...p.s.,i.v. . .i. .. ... .... | , ...p.s.,i.v. . .i. .. ... .... | ||
C Z | C Z | ||
g, ic.9 e Berin coring 19.9' - | g, ic.9 e Berin coring 19.9' - | ||
g5 22 o s hn! - brs ek red. extra-al wenk.n- .rgn+ha a | g5 22 o s hn! - brs ek red. extra-al wenk.n- .rgn+ha a | ||
~ | ~ | ||
l "7' E7 | l "7' E7 Sandstone and shale, interbeaded, brick red, gray 2 78 ~ | ||
Sandstone and shale, interbeaded, brick red, gray 2 78 ~ | |||
298, badly bmven to 31.5', good core below 31.5', | 298, badly bmven to 31.5', good core below 31.5', | ||
bedding @ 23*-32*, high angle joints,. white nineralizatioc_ able due to b Z recovery ques | bedding @ 23*-32*, high angle joints,. white nineralizatioc_ able due to b Z recovery ques | ||
Line 5,778: | Line 2,762: | ||
k - | k - | ||
31 ,3-31.6 ' extremely broken "" | 31 ,3-31.6 ' extremely broken "" | ||
l roo t.4 32.78 white mineral filled incipient fractures, v. small- | l roo t.4 32.78 white mineral filled incipient fractures, v. small-3sc - | ||
3sc | |||
Jia 32.8-33.2* broken core : | Jia 32.8-33.2* broken core : | ||
1 T. D. 35.3' No lose of dr ul w.cr _- | 1 T. D. 35.3' No lose of dr ul w.cr _- | ||
1 = | 1 = | ||
l l | l l | ||
< s i , | < s i , | ||
s 5 | s 5 | ||
S | S | ||
' ' ~ | ' ' ~ | ||
E | E 0002 134 Sheet 51 Amend-2 (10-2-67) . . . . : . ii .. | ||
0002 134 | |||
Sheet 51 Amend-2 (10-2-67) . . . . : . ii .. | |||
GILBERT ASSOCIATES. INC. | GILBERT ASSOCIATES. INC. | ||
Line 5,832: | Line 2,783: | ||
Greavle' REMARKS j . | Greavle' REMARKS j . | ||
, SOIL DESCRIPTICH we 5 41. | , SOIL DESCRIPTICH we 5 41. | ||
2 i o ; .,, < C . . . ...., >. C. | 2 i o ; .,, < C . . . ...., >. C. | ||
.... T, 3 : R,.x e c | .... T, 3 : R,.x e c | ||
: ;,,',c- - | : ;,,',c- - | ||
. . A.... . m. s c. R .. . ..-.... | . . A.... . m. s c. R .. . ..-.... | ||
, ,, ,, ,,, c ,,, C.... .. . ... | , ,, ,, ,,, c ,,, C.... .. . ... | ||
1 1 2 1 .d4.co se . b rown sil ty sa nd - | 1 1 2 1 .d4.co se . b rown sil ty sa nd - | ||
Toesoil Y. gd. gsey),,7 n silt / sand, M ce | Toesoil Y. gd. gsey),,7 n silt / sand, M ce | ||
~ | ~ | ||
? L 10 16 ~ , , , | ? L 10 16 ~ , , , | ||
1 b 17 to }j .Med. dense', brown sand & gravel, * }" S ub . 4. | 1 b 17 to }j .Med. dense', brown sand & gravel, * }" S ub . 4. | ||
L | L | ||
: 4. race of silt to re .. | : 4. race of silt to re .. | ||
_ L ic 15 18 ,) -l, 4. race of coal - | _ L ic 15 18 ,) -l, 4. race of coal - | ||
5 le 1? 11 ' ' . *6.0-7.5' | 5 le 1? 11 ' ' . *6.0-7.5' | ||
. dry - | . dry - | ||
Line 5,861: | Line 2,803: | ||
^ ^7 1c 1 '~ b.1 1.5' dense, as above - | ^ ^7 1c 1 '~ b.1 1.5' dense, as above - | ||
.j. 7. dense, as above - | .j. 7. dense, as above - | ||
7 sc 91 79 ,&, - | 7 sc 91 79 ,&, - | ||
o 69 72 70 J. dense, multi-colored, sand, silt I .?,.and gravel, trace of coal *}" | o 69 72 70 J. dense, multi-colored, sand, silt I .?,.and gravel, trace of coal *}" | ||
Sub. ] ng. | Sub. ] ng. | ||
_ q g qq g . | _ q g qq g . | ||
Line 5,870: | Line 2,810: | ||
in M | in M | ||
/( ,15.0-17.0' wet (wash sample ) | /( ,15.0-17.0' wet (wash sample ) | ||
c1 LA 16.5-16.o' v. dense sand, silt and O. t 11 12 57 p g7 1T c5 ga | |||
c1 LA | |||
16.5-16.o' v. dense sand, silt and O. t 11 12 57 p g7 1T c5 ga | |||
}, : | }, : | ||
gravel - | gravel - | ||
16.0-18.6' red weathered shale - | 16.0-18.6' red weathered shale - | ||
<a_;. | <a_;. | ||
_e.s | _e.s | ||
~.. | ~.. | ||
Begin coring @ 20.h' ~ | Begin coring @ 20.h' ~ | ||
: : : 0002 !35- | : : : 0002 !35- | ||
_ , o . | _ , o . | ||
Shee 52 Amend-d ( X-c-c 0 o I | Shee 52 Amend-d ( X-c-c 0 o I | ||
Line 5,960: | Line 2,835: | ||
oc y | oc y | ||
{ g j isints (engle, filling, etc.), permeability, alteration, weethering, chemical composition Escoveting evolvet etc. | { g j isints (engle, filling, etc.), permeability, alteration, weethering, chemical composition Escoveting evolvet etc. | ||
l to | |||
l | |||
to | |||
* to.4 i'e. tin co rtne # 2) .L t - | * to.4 i'e. tin co rtne # 2) .L t - | ||
.n, ,,,3 / | .n, ,,,3 / | ||
/ Shale, Erick rec, med, harc, cadly broken to Fh.5', ilack Mnox 3r | / Shale, Erick rec, med, harc, cadly broken to Fh.5', ilack Mnox 3r | ||
/ | / | ||
/ | / | ||
Line 5,990: | Line 2,847: | ||
/ Silty shale, brick :1td, broken to 30.7',31.3-31.7' Z becerres ver/ | / Silty shale, brick :1td, broken to 30.7',31.3-31.7' Z becerres ver/ | ||
8'' LA extremely broken, }" deccmposed green shale sea.-t 't 31.7 3 sandy reicw ' | 8'' LA extremely broken, }" deccmposed green shale sea.-t 't 31.7 3 sandy reicw ' | ||
-/ har green shale seam 3 31.h' (1"), 85' vertical mineral- | -/ har green shale seam 3 31.h' (1"), 85' vertical mineral-ized fracture 2 31.9-30.7 ',small stickensides a t 3h ' s 3*".1' see do ca s.Jes | ||
ized fracture 2 31.9-30.7 ',small stickensides a t 3h ' s 3*".1' see do ca s.Jes | |||
... - u. & | ... - u. & | ||
. 3L.3', | . 3L.3', | ||
,st ,re _lcite ,, jfilled e , Slick y , ,, 2 3L.3,', | ,st ,re _lcite ,, jfilled e , Slick y , ,, 2 3L.3,', | ||
. y | . y | ||
, horizon | , horizon | ||
, _ x tal slickr: .- | , _ x tal slickr: .- | ||
T. J + 39.3' - | T. J + 39.3' - | ||
: c u r.a ree.< | : c u r.a ree.< | ||
a uce =fer= .- = | a uce =fer= .- = | ||
~ | ~ | ||
l | l l | ||
l - | |||
1 - | 1 - | ||
ui , | ui , | ||
.. + _ | .. + _ | ||
= | = | ||
0002 13 Sheet 53 Arend-2 (1C-2-o7) ,,,,,,,,,,, | |||
0002 13 | |||
Sheet 53 Arend-2 (1C-2-o7) ,,,,,,,,,,, | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
$0lL CLASSIFICATION $HEET SHEET 1 R OJECT : Ma t- ?M "4 W.O. h1 c7_c1 SITE AREA %== '"'a -'-~3 DRILL HOLE ONTRACTOR: Tdn- C s"-r4 c a e C00RDfMATES E LEV ATION RlLLER : Cay =" GWL 0 HR$._ | $0lL CLASSIFICATION $HEET SHEET 1 R OJECT : Ma t- ?M "4 W.O. h1 c7_c1 SITE AREA %== '"'a -'-~3 DRILL HOLE ONTRACTOR: Tdn- C s"-r4 c a e C00RDfMATES E LEV ATION RlLLER : Cay =" GWL 0 HR$._ | ||
Line 6,057: | Line 2,874: | ||
5.11 Tm Accesswies 3 Cm R ec. O'**"d * * '''. | 5.11 Tm Accesswies 3 Cm R ec. O'**"d * * '''. | ||
Conservction Proble R Cm y .SW tolocse. Sand. Silt. trace of crave l 4 A" M d.-J ub. Md . tr 7 3 3 | Conservction Proble R Cm y .SW tolocse. Sand. Silt. trace of crave l 4 A" M d.-J ub. Md . tr 7 3 3 | ||
.. _ loose, bmwn sand, trace of silt, Sub._ l | .. _ loose, bmwn sand, trace of silt, Sub._ l | ||
* h 7 . trace of coal 1 I.e rdd. _ | * h 7 . trace of coal 1 I.e rdd. _ | ||
1 11 1A 91 . ' "__ h.$' dense, as above | 1 11 1A 91 . ' "__ h.$' dense, as above | ||
< 3/h" to - | < 3/h" to - | ||
moist | moist | ||
. .,t - red * - | . .,t - red * - | ||
h 13 2h 17 <.o | h 13 2h 17 <.o q 3, 7 g g,- _Med Adense, multi-colored sand 's . | ||
q 3, 7 g g,- _Med Adense, multi-colored sand 's | |||
4 ravel, trace of silt, much decom. - | 4 ravel, trace of silt, much decom. - | ||
6 R 1c m | 6 R 1c m | ||
* 3.o * | * 3.o * | ||
,* Sosed coal 4 f" Sub Ang. | ,* Sosed coal 4 f" Sub Ang. | ||
7 oc 11 11 . 9.010.3' as above (dry) t rd- - 5 18 t 3 17 3g g, ',klJiO.5-12.0' v. dense, as above (wet) - | |||
7 oc 11 11 . 9.010.3' as above (dry) t rd- - 5 18 t | e 1 .2 -13. 5 'b mw 2 Q 17 h9 LQ o }.--.2.0-13 | ||
3 17 3g g, ',klJiO.5-12.0' v. dense, as above (wet) - | |||
e 1 .2 -13. 5 'b mw 2 | |||
Q 17 h9 LQ o }.--.2.0-13 | |||
. i.c 5' as aboveuEd erne - | . i.c 5' as aboveuEd erne - | ||
:).t 13.58 v. dense, bmwn sand, trace 1, qq g3 ;, " | |||
:).t 13.58 v. dense, bmwn sand, trace | |||
1, qq g3 ;, " | |||
11 131 91 y* tf silt & clay, till like, trace of | 11 131 91 y* tf silt & clay, till like, trace of | ||
) ,-. 11 8 | ) ,-. 11 8 | ||
,, t_oal 12 60 I bi - : _ | |||
,, t_oal | |||
12 60 I bi - : _ | |||
11 e4 19 14 | 11 e4 19 14 | ||
_8.0' J as above (wet) - wet a *: | _8.0' J as above (wet) - wet a *: | ||
,h Th n in | ,h Th n in | ||
Line 6,104: | Line 2,898: | ||
.erm . | .erm . | ||
m.m | m.m | ||
-co mci em | -co mci em | ||
. .a 2 = | . .a 2 = | ||
Begin co ring @ 21.5' - | Begin co ring @ 21.5' - | ||
s _ _ _ | s _ _ _ | ||
,r | ,r | ||
: : : 0002 137 o | |||
: : : 0002 137 | Sheet 5h Amer.d_2 (10-2-67) l l | ||
I GILBERT ASSOCIATES, INC. I ROCK CLASSIFICATION, SHEET $NEET 't OF1 4-DATE a a' 4' l | |||
T Va+=an14*aa 94ese n'- _ | |||
I GILBERT ASSOCIATES, INC. I ROCK CLASSIFICATION, SHEET $NEET 't OF1 4-DATE a a' 4' | |||
NO. ' ' o a _ c, DRILL NOLE NO. ~ ~ ' - | NO. ' ' o a _ c, DRILL NOLE NO. ~ ~ ' - | ||
CTOR % C a '-?4aaa SITE AREA % mo Vd's n' -a ELEY. 297.3' EE MY , _ COORDINAT E S ANGLE -ra -t 4 - el I. a SE A RING 1 | CTOR % C a '-?4aaa SITE AREA % mo Vd's n' -a ELEY. 297.3' EE MY , _ COORDINAT E S ANGLE -ra -t 4 - el I. a SE A RING 1 | ||
) BY: GWL 1<'' OEPTH b3 C j Core DE$CRIPTION REMARKS R'*- $ | ) BY: GWL 1<'' OEPTH b3 C j Core DE$CRIPTION REMARKS R'*- $ | ||
'E I | 'E I | ||
3 | 3 Rock type, celer grein sine & shape bedding (engle thickness), frectures, favits, Condition of cene. | ||
Rock type, celer grein sine & shape bedding (engle thickness), frectures, favits, Condition of cene. | |||
) | ) | ||
f 3 | f 3 | ||
j at u | j at u | ||
{ d j ieines (engle, filling, etc.), permeehility, alteration, weethering, chemical c e= pes itiea Escoveeing evolvet | { d j ieines (engle, filling, etc.), permeehility, alteration, weethering, chemical c e= pes itiea Escoveeing evolvet | ||
''c. | ''c. | ||
t s u.5 C e gin co ring $ 21.5 ' "" | |||
/oo c.7 ." Sandstene, brick red, fine grnd., med, hard, evidence oC H2 O cour*e 3 - | |||
t | |||
s u.5 C e gin co ring $ 21.5 ' "" | |||
/oo c.7 ." Sandstene, brick red, fine grnd., med, hard, evidence oC | |||
H2 O cour*e 3 - | |||
J ,,] beddine @ 30,22', decomposed sandstone 4 PL-Ph.?', _ | J ,,] beddine @ 30,22', decomposed sandstone 4 PL-Ph.?', _ | ||
g H 0 course 3 sh.6' sof t spegst ne-*" seam,.-small rg ff 1,:,,. gg L'"4 .s o.f.t. ,s. e s..ma..,b,. '. ' L, a 4..so...f,t sh. a.l e. s, e am 9 p-_ .s_ , P oss | g H 0 course 3 sh.6' sof t spegst ne-*" seam,.-small rg ff 1,:,,. gg L'"4 .s o.f.t. ,s. e s..ma..,b,. '. ' L, a 4..so...f,t sh. a.l e. s, e am 9 p-_ .s_ , P oss | ||
.o ' ,'' ser.e 7 | .o ' ,'' ser.e 7 sa. Silty shkle, brick red, L0' bedding, 26.5-??.3' v. broken.r 9 | ||
sa. Silty shkle, brick red, L0' bedding, 26.5-??.3' v. broken.r | |||
9 | |||
: v. sancy 29.3-30', scme white mineral c o nti ng a nd Mn0x -- | : v. sancy 29.3-30', scme white mineral c o nti ng a nd Mn0x -- | ||
45 staining along partings, 32-32.h ' bacly broken, small - | 45 staining along partings, 32-32.h ' bacly broken, small - | ||
Line 6,202: | Line 2,929: | ||
* slick, white mineral staining, hign ard e slick @ 36.6'c some .7tindinc of core, sc e small IL.y inclusions below - 7.0' I'. D. h0.0' No lecc cf drill w.to. | * slick, white mineral staining, hign ard e slick @ 36.6'c some .7tindinc of core, sc e small IL.y inclusions below - 7.0' I'. D. h0.0' No lecc cf drill w.to. | ||
Z S c u- d rcck | Z S c u- d rcck | ||
_- t elew ? ' .7 | _- t elew ? ' .7 1 | ||
1 | |||
~ | ~ | ||
t - | t - | ||
l l | |||
l | |||
l | |||
~"" | ~"" | ||
r . . , - | r . . , - | ||
'.* '. Z Q Q Q.). } } (,) | |||
'.* '. Z | |||
Q Q Q.). } } (,) | |||
Shee*: 5 5 Ar.end-2 (1C-2-67) e... ... ,,.e | Shee*: 5 5 Ar.end-2 (1C-2-67) e... ... ,,.e | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
SOIL CLA551FICATION SHEET SHEET ' | SOIL CLA551FICATION SHEET SHEET ' | ||
Line 6,241: | Line 2,945: | ||
C aerse g 5PT Grenvier REMARK 5 SCIL DESCRIPTION wi Seils Ol*"*/ ' | C aerse g 5PT Grenvier REMARK 5 SCIL DESCRIPTION wi Seils Ol*"*/ ' | ||
Density (or Censletency), Colet ? "51"[e* | Density (or Censletency), Colet ? "51"[e* | ||
j | j i De 6 in. .E ' , | ||
i De 6 in. .E ' , | |||
Seil Type . Accesseri'* :i Cene Rec. G' *"M * * '''. | Seil Type . Accesseri'* :i Cene Rec. G' *"M * * '''. | ||
Construction Proble, R Cm n4 m -,.-,i 1 1 1 ' | Construction Proble, R Cm n4 m -,.-,i 1 1 1 ' | ||
Line 6,249: | Line 2,951: | ||
~ | ~ | ||
,3 9 3, 74 .. | ,3 9 3, 74 .. | ||
s--- | s--- | ||
19 19 ?? | 19 19 ?? | ||
I.; Cense brown sand k gravel, trace te .25 .n Ang.- cobbles 3 1 cme silt | I.; Cense brown sand k gravel, trace te .25 .n Ang.- cobbles 3 1 cme silt W to to sti). | ||
W to to sti). | |||
L 11 15 lh li N +2" rdd." | L 11 15 lh li N +2" rdd." | ||
9 h r;-jec. dense, brown fine sanc 2 grave l, .23 to . | 9 h r;-jec. dense, brown fine sanc 2 grave l, .23 to . | ||
f.9;_ trace-to-some coal silt, trace silt SP .50 Sub.- dd. | f.9;_ trace-to-some coal silt, trace silt SP .50 Sub.- dd. | ||
4 Q 11 14 4.- | 4 Q 11 14 4.- | ||
7 14 17 37 ( - | 7 14 17 37 ( - | ||
J. cense, brown fine sand k gravel, Arace silt, trace to some coal silt | J. cense, brown fine sand k gravel, Arace silt, trace to some coal silt 6 29 19 M Jb o - | ||
6 29 19 M Jb o - | |||
4 g g gg g J. dense, red-brown gravel and _ Pasty till-like | 4 g g gg g J. dense, red-brown gravel and _ Pasty till-like | ||
.sil ty sand, trace clay | .sil ty sand, trace clay n a~ - | ||
n a~ | |||
Aock bit din bet | Aock bit din bet | ||
- - lh.3-15.0 ', occ | - - lh.3-15.0 ', occ 11 14 63 eo f/. - - | ||
(SP) lenses, k y, | |||
11 14 63 eo f/. - - | 3 ,3 c7 73 @' - W s gne M i from 10.0' to 1 | ||
(SP) lenses, k | |||
y, 3 ,3 c7 73 @' - W s gne M i from 10.0' to 1 | |||
- ~ | - ~ | ||
11 16 c4 RA a:{:, - - | 11 16 c4 RA a:{:, - - | ||
j 1h 51 79 '(p | j 1h 51 79 '(p Begin coring ~ | ||
Begin coring ~ | |||
Nm ree -w r l4 | Nm ree -w r l4 | ||
. . . P.ock bit en bot | . . . P.ock bit en bot | ||
. 20.6-21.5', 79 | . 20.6-21.5', 79 | ||
- - - 21.5-71.9 ' wi- | - - - 21.5-71.9 ' wi-recovery 1 . . | ||
i i i 0002 !39 Sheet 56 Amend-2 (10-2-67) l | |||
recovery | |||
1 . | |||
i i i 0002 !39 | |||
Sheet 56 Amend-2 (10-2-67) l | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
ROCK Ct.AS$1FICATION, SHEET SHEET 2 CF ? | ROCK Ct.AS$1FICATION, SHEET SHEET 2 CF ? | ||
Line 6,351: | Line 2,984: | ||
[3 l ac y | [3 l ac y | ||
{ d j ieines (engle, filling, e*c.), permeability, alteretion, weethering, chemical coenposition Escoveting evolvet etc. | { d j ieines (engle, filling, e*c.), permeability, alteretion, weethering, chemical coenposition Escoveting evolvet etc. | ||
I - | I - | ||
l i - | |||
l | |||
i - | |||
~ | ~ | ||
l | l l w ,,pf y 3egin eering '1 21.9' E l Silty shale; brick red; slightly v. fir.ely_ candy 25- - | ||
l w ,,pf y 3egin eering '1 21.9' E l Silty shale; brick red; slightly v. fir.ely_ candy 25- - | |||
v.~crcken anc | v.~crcken anc | ||
,.4 2 ,; - | ,.4 2 ,; - | ||
Line 6,375: | Line 2,993: | ||
ta max 10sl:-L5"* and irregular 60-7C' jointiC ; intense weat | ta max 10sl:-L5"* and irregular 60-7C' jointiC ; intense weat | ||
:cre e c: | :cre e c: | ||
- he to 25' s | - he to 25' s | ||
, e; # | , e; # | ||
S .9 - | S .9 - | ||
Sandstone, silty; trick red; very fine graf r.cd; beddir.:- core in | Sandstone, silty; trick red; very fine graf r.cd; beddir.:- core in | ||
* 6" : | * 6" : | ||
Line 6,391: | Line 3,005: | ||
l Tealed with whi', Artsanal (t'.cc c rer.1.c); elip,pec crlente- | l Tealed with whi', Artsanal (t'.cc c rer.1.c); elip,pec crlente- | ||
~ parallel to direct,ien of di;, Z | ~ parallel to direct,ien of di;, Z | ||
: r. 3 35 0' - | : r. 3 35 0' - | ||
q w . .~ . s >. | |||
= 0002 !40 Sheet 57 !c.end-2 (1C-2-67) ens. ass use | |||
q | |||
w . .~ . s > | |||
= 0002 !40 | |||
Sheet 57 !c.end-2 (1C-2-67) ens. ass use | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
Soll Cl.A551FICATION SHEET | Soll Cl.A551FICATION SHEET SHEET - | ||
ROJECT: Met Ed Co. w,0,bl97-9 $ITE AREAD r** '#11e I'18Ed DRlLL HOLE ONTRACTOR: Ed *1' . Se r"/10es COORDINATES ELEVATION RlLLER : GwL0 HRS LAS$1FIED BY: OJE DATE:- E 1 ' -67 24 HRS C oers e 5PT Grenuler REMARKS e W 5eile z J 1 Soll DESCRIPTION e Blows / g's i Density (et Consisuncy), Cel** d , g e,. c ,,in Cheme,cel Camp, E 5 g er Size Shepe Geologie Cefe, e in. .5 | |||
SHEET - | |||
ROJECT: Met Ed Co. w,0,bl97-9 $ITE AREAD r** '#11e I'18Ed DRlLL HOLE ONTRACTOR: Ed *1' . Se r"/10es COORDINATES ELEVATION RlLLER : GwL0 HRS LAS$1FIED BY: OJE DATE:- E 1 ' -67 | |||
24 HRS C oers e 5PT Grenuler REMARKS e W 5eile z J 1 Soll DESCRIPTION e Blows / g's i Density (et Consisuncy), Cel** d , g e,. c ,,in Cheme,cel Camp, E 5 g er Size Shepe Geologie Cefe, e in. .5 | |||
.e Seil Type . Assesseries :;i G''' d ** "'' | .e Seil Type . Assesseries :;i G''' d ** "'' | ||
Cere Rec. | Cere Rec. | ||
6 12 18 Rua Core | 6 12 18 Rua Core j j j ge focse *.o tec. cense; crown trace of coal sn t; , | ||
j j j ge focse *.o tec. cense; crown trace of coal sn t; , | |||
# J // // III ~er1 M 1.no tree. c' crgy.1 ~ *oist J f/ // / h}- 'ded. :1ense; brown sacd 'c gravel; sub . dry | # J // // III ~er1 M 1.no tree. c' crgy.1 ~ *oist J f/ // / h}- 'ded. :1ense; brown sacd 'c gravel; sub . dry | ||
, ' -trace of silt; trace of lay; till l ike | , ' -trace of silt; trace of lay; till l ike | ||
Line 6,452: | Line 3,021: | ||
- 1,, rdd - | - 1,, rdd - | ||
f /.! /.1 /d* 7.5-9.0' trace of coal; -oist,Jease - | f /.! /.1 /d* 7.5-9.0' trace of coal; -oist,Jease - | ||
6 /1 /6 7/. y(--7.0-19.5' light brown; rery dry | 6 /1 /6 7/. y(--7.0-19.5' light brown; rery dry moist a . | ||
7 df JS jf ' . wA - A, g y A A ly[- y'' . " dense; multi-colored self y send sub - | |||
moist a . | |||
g y A A ly[- y'' . " dense; multi-colored self y send sub - | |||
9 Jif J/ (8 ersvel 7" rdd ~ cis t' 944 .j'y r ... - | 9 Jif J/ (8 ersvel 7" rdd ~ cis t' 944 .j'y r ... - | ||
m:.o ~ _ . . . ..- . . e., | m:.o ~ _ . . . ..- . . e., | ||
WP~As rext acove; trace of coal | WP~As rext acove; trace of coal to .29 M .%^ tk - | ||
to .29 M .%^ tk - | |||
cis t | cis t | ||
['lw..n | ['lw..n aa as | ||
// .,w f; w syg4 sl3 .,,Q, cense; 'ornwn sano; scrne gravel red . wet i n .em- // ,/a, ..-z..a=, .=-,z-, mn n .= | |||
aa as | |||
// .,w f; w syg4 sl3 .,,Q, cense; 'ornwn sano; scrne gravel | |||
red . wet i n .em- // ,/a, ..-z..a=, .=-,z-, mn n .= | |||
. ,#egin coring @ Ic.d' - | . ,#egin coring @ Ic.d' - | ||
l - - | l - - | ||
Q. | Q. | ||
: 0002 141 l | |||
l 8* | |||
: 0002 | |||
141 | |||
l | |||
8* | |||
Shee- 53 A=end-2 (10-2-c7) | Shee- 53 A=end-2 (10-2-c7) | ||
GILBERT ASSOCIATES INC. | GILBERT ASSOCIATES INC. | ||
ROCK CLA$31FICATION, SHEET $NEET '' cF | ROCK CLA$31FICATION, SHEET $NEET '' cF | ||
Line 6,538: | Line 3,045: | ||
{ | { | ||
Ca* _ D E SC RIP TlO N REMARKS Res. f e 3 3 R h tv,., selv geein sin. & sh p. bedding ( agl thscha es), fr.cevros, foules, C adiel.a .ic.e.. | Ca* _ D E SC RIP TlO N REMARKS Res. f e 3 3 R h tv,., selv geein sin. & sh p. bedding ( agl thscha es), fr.cevros, foules, C adiel.a .ic.e.. | ||
j | j i | ||
i | |||
= u j g j i.6aes ( aol., #illia,. .ee.), p.,i 66lity, ele.<eet.a. . h.,6 e, ch.=4ces Es ...,6 age..svee | = u j g j i.6aes ( aol., #illia,. .ee.), p.,i 66lity, ele.<eet.a. . h.,6 e, ch.=4ces Es ...,6 age..svee | ||
.-. .e i .... | .-. .e i .... | ||
l | l | ||
~ | ~ | ||
,r r ir r me & eer<w a1 ras | ,r r ir r me & eer<w a1 ras | ||
Line 6,564: | Line 3,056: | ||
1 _ler l(osilt Es .y) u m; y bri.c.k | 1 _ler l(osilt Es .y) u m; y bri.c.k | ||
+ 4 r, ed; 4-e broken.w/co si r-, r . oieces..?'; +we.thea | + 4 r, ed; 4-e broken.w/co si r-, r . oieces..?'; +we.thea | ||
.+4-, . . . . d-a u | .+4-, . . . . d-a u ed | ||
ed | |||
-+ | -+ | ||
* 20,3' | * 20,3' Sandstone; reddish gray; hard; fine armined; core brokeE rr a '.'. due to near tertical fracturing; bedding is | ||
Sandstone; reddish gray; hard; fine armined; core brokeE rr a '.'. due to near tertical fracturing; bedding is | |||
* 35[ severe tecomes shaly W, {" diameter limy inclusiors ? 27.S' k 29.h'; Pn0x with death are Y. | * 35[ severe tecomes shaly W, {" diameter limy inclusiors ? 27.S' k 29.h'; Pn0x with death are Y. | ||
staining throughout; slight amount of miner-lira tion _- | staining throughout; slight amount of miner-lira tion _- | ||
, g ,.{ | , g ,.{ | ||
along several bedding planes _- | along several bedding planes _- | ||
.t. A ** 13 A T. D. No loss of drill w ater - | .t. A ** 13 A T. D. No loss of drill w ater - | ||
l l _ | l l _ | ||
l i _ | l i _ | ||
r E 0002 142 | |||
r | |||
E 0002 142 | |||
= | = | ||
Sheet 59 Asiend-2 (10-2-67) ese. sse us. | Sheet 59 Asiend-2 (10-2-67) ese. sse us. | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
O Soll CLA551FICAT10H $HEET SHEET 1 ROJECT: % ee ' file *_I1 M W.O. '1?a { SITE AREA " - 11 ' - - .u - DRILL HOLE | O Soll CLA551FICAT10H $HEET SHEET 1 ROJECT: % ee ' file *_I1 M W.O. '1?a { SITE AREA " - 11 ' - - .u - DRILL HOLE CNTRACTOR: Nm -H - n = COCRDINATES E LEV ATION RILLER : "nva" GwL 0 HR$ | ||
CNTRACTOR: Nm -H - n = COCRDINATES E LEV ATION RILLER : "nva" GwL 0 HR$ | |||
L.AS$1 PIED BY : A DATE: 7 C 47 24 HR$cz C oers e g 5PT Grenvier R EldARKS z | L.AS$1 PIED BY : A DATE: 7 C 47 24 HR$cz C oers e g 5PT Grenvier R EldARKS z | ||
* 50ll DESCRIPTION d Seite | * 50ll DESCRIPTION d Seite Bf***/ * | ||
Bf***/ * | |||
'g V N'"#* O'* I" Chemical Ceme. | 'g V N'"#* O'* I" Chemical Ceme. | ||
{ a: - | { a: - | ||
Line 6,647: | Line 3,084: | ||
j 7 ,. 3d d .- onseil Mec. dense; brown silty f. sand i + | j 7 ,. 3d d .- onseil Mec. dense; brown silty f. sand i + | ||
1 C '' | 1 C '' | ||
pa 1 | pa 1 | ||
(. .' Z.: av_gI -' - | (. .' Z.: av_gI -' - | ||
h m-- % m 7 Tense; brown silty ''. sand s gt avel - | |||
h m-- % m | |||
7 Tense; brown silty ''. sand s gt avel | |||
- | |||
r. | r. | ||
e . | e . | ||
ss-eles slight 4 an ao nc - | ss-eles slight 4 an ao nc - | ||
Line 6,663: | Line 3,093: | ||
: f. , | : f. , | ||
~ | ~ | ||
#f*"'I OI "3 2 y f f ,3 9.:. | #f*"'I OI "3 2 y f f ,3 9.:. | ||
.y - | .y - | ||
_ talectoic sec* | _ talectoic sec* | ||
. _ river, includ. | . _ river, includ. | ||
n si h1 47 i s' . | n si h1 47 i s' . | ||
o A, qq c3 e.)*,. . clay increases to some frcm 13.5' _ K- 104 c:r/ rec | o A, qq c3 e.)*,. . clay increases to some frcm 13.5' _ K- 104 c:r/ rec 11 11 h1 4 | ||
* 11 21 30 36 , ' -.' clay to trace frcm 16.5' to bottom | |||
11 11 h1 4 | |||
11 21 30 36 , ' -.' clay to trace frcm 16.5' to bottom | |||
~ | ~ | ||
K- 11*3 c:a/sec 1 1? ?s 1? L3 ..'- | K- 11*3 c:a/sec 1 1? ?s 1? L3 ..'- | ||
\ | \ | ||
1 | 1 | ||
: 13 10 51 57 *7- - - W"+4-* | : 13 10 51 57 *7- - - W"+4-* | ||
,+ r c- , r , e . .. .r | ,+ r c- , r , e . .. .r | ||
. .43+._n we , , . , /v. 9 .r a - + - * -a 4 ef | . .43+._n we , , . , /v. 9 .r a - + - * -a 4 ef Begin coricg 19".9' - | ||
Begin coricg 19".9' | |||
- 1 1 | - 1 1 | ||
- . 1 | - . 1 | ||
\ | \ | ||
_ l l | |||
l l | |||
_ l | |||
l | |||
l | |||
l | |||
i Cg. . _ | i Cg. . _ | ||
: 0002 143 Sheet 5C A end-2 (1C-2-67) i | |||
: 0002 143 | |||
Sheet 5C A end-2 (1C-2-67) | |||
i | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
ROCK CLAS$lFICATION, SHEET 5HEET 1._.0F 2 DATE 'FM | ROCK CLAS$lFICATION, SHEET 5HEET 1._.0F 2 DATE 'FM y v,. + re a M ca_n e - | ||
y v,. + re a M ca_n e - | |||
NO. DRILL HOLE NO. " * ' , | NO. DRILL HOLE NO. " * ' , | ||
* CTOR ?- *' | * CTOR ?- *' | ||
Line 6,759: | Line 3,124: | ||
Core D E 5 C R I P T 10 N R E M A R'K S Roe. e e | Core D E 5 C R I P T 10 N R E M A R'K S Roe. e e | ||
, 'E 3 Rosh type, seier green sine & shese bedding (engle thickness), frectures, foules, Conditten el core, f I y g ci, j je&nte (engle, Illling, etc.), permeetility, alteressen, weethering, chemisel E mes,eeing evelvet J QE composition etc. | , 'E 3 Rosh type, seier green sine & shese bedding (engle thickness), frectures, foules, Conditten el core, f I y g ci, j je&nte (engle, Illling, etc.), permeetility, alteressen, weethering, chemisel E mes,eeing evelvet J QE composition etc. | ||
C Z | C Z | ||
se . | se . | ||
:ectn cerin a ic.9 | :ectn cerin a ic.9 e _ | ||
e _ | |||
Shale- brick red, silty; beddirig h5, irregula r fractures - uccer 1.0' we | Shale- brick red, silty; beddirig h5, irregula r fractures - uccer 1.0' we | ||
* M/j , @ 30' & steep * #8t.s; core intensely broken to ?9.0' Z ed & very bro | * M/j , @ 30' & steep * #8t.s; core intensely broken to ?9.0' Z ed & very bro | ||
/ with core 1" pieces 2 25 & 29' for 1.0' intervals. Z | / with core 1" pieces 2 25 & 29' for 1.0' intervals. Z w _ riccable | ||
w _ riccable | |||
^ | ^ | ||
w . | w . | ||
*'~' tCD .CCR9 9 rC C | *'~' tCD .CCR9 9 rC C | ||
^ .{' | ^ .{' | ||
Sandstone- red, very fine grained, light pray sceckled Z go go ' * . | Sandstone- red, very fine grained, light pray sceckled Z go go ' * . | ||
* texture; cor.e zones are better called sardy shale; broker reed rock | * texture; cor.e zones are better called sardy shale; broker reed rock ac .*.' i,nn,e)nrelzone 0. 16 ' 3rmee 29.]'; core hard & unbroken excect by bddng e er+,,-oe sly. conglerer y- ,-t T. D. 35.0' Z No loss of drill uter _ | ||
ac .*.' i,nn,e)nrelzone 0. 16 ' 3rmee 29.]'; core hard & unbroken excect by bddng e er+,,-oe sly. conglerer | |||
y- ,-t T. D. 35.0' Z | |||
No loss of drill uter | |||
_ | |||
E 0002 144 s. | E 0002 144 s. | ||
ee , | ee , | ||
e, ;, | e, ;, | ||
Z G | Z G | ||
l _ | l _ | ||
i Sheec c1 A .end-2 (10-2-o7) e......,,.. | i Sheec c1 A .end-2 (10-2-o7) e......,,.. | ||
I l | I l | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
Soll Cl.AS$1FICAT10N SHEET | Soll Cl.AS$1FICAT10N SHEET | ||
Line 6,846: | Line 3,150: | ||
L.A551FIED SY : 24 HR5_. | L.A551FIED SY : 24 HR5_. | ||
C oero e Grenvie' REMARKS g 5PT , | C oero e Grenvie' REMARKS g 5PT , | ||
SOlL DESCRIPTION we; 5eile 3 2 j | SOlL DESCRIPTION we; 5eile 3 2 j | ||
Blews/ Chemical Cem, | |||
,[ = Density (s. Ceselceency), Celer 5 | ,[ = Density (s. Ceselceency), Celer 5 | ||
"$ ,",8,* fy Geelegic Deve, 6 in. 3 e-y, Seil Type - Accesser6ee d Core Res. C'* wad **'''. | "$ ,",8,* fy Geelegic Deve, 6 in. 3 e-y, Seil Type - Accesser6ee d Core Res. C'* wad **'''. | ||
, g_ C.nservetion Proble 1 1 3 L y, Qgse,11gnt trewn silt, v. f. grr.d . _ sil t | , g_ C.nservetion Proble 1 1 3 L y, Qgse,11gnt trewn silt, v. f. grr.d . _ sil t 2 6 9 1h 'a .' ?:ed. dense, sand k gravel, :ight br )wn 1 12 ?? ?1 .).-eense, | ||
2 6 9 1h 'a .' ?:ed. dense, sand k gravel, :ight br )wn 1 12 ?? ?1 .).-eense, | |||
},. , | },. , | ||
.. as above, clay traces - | .. as above, clay traces - | ||
sand L gravel h ic 17 19 4 A, coal fragments 4 47 c8 h6 ~4 - #. dense, sand 4 gravel w/ abundant - | sand L gravel h ic 17 19 4 A, coal fragments 4 47 c8 h6 ~4 - #. dense, sand 4 gravel w/ abundant - | ||
/.- clay traces (brown) | /.- clay traces (brown) | ||
Al | Al | ||
^ Eh c2 | ^ Eh c2 | ||
.' -" - clay traces more abundant - | .' -" - clay traces more abundant - | ||
- ~ | - ~ | ||
wet i | wet i | ||
.7 57 62 7h . .- | .7 57 62 7h . .- | ||
e /. _ _ | e /. _ _ | ||
6 2h ?o 17 . . -_ _ | 6 2h ?o 17 . . -_ _ | ||
o co 60 59 - | o co 60 59 - | ||
~ | ~ | ||
- - elay centen-e .' _ - as above - _ inemasirr wit] | - - elay centen-e .' _ - as above - _ inemasirr wit] | ||
10 el h4 73 V:' ,. . | 10 el h4 73 V:' ,. . | ||
-11 hh 59 70 .[- - | -11 hh 59 70 .[- - | ||
12 63 73 63 .- _ do | 12 63 73 63 .- _ do | ||
:M1 ho h1 , | :M1 ho h1 , | ||
: 7. dense, brick red weathered shale - | : 7. dense, brick red weathered shale - | ||
1h M 3g 53 "ve | 1h M 3g 53 "ve | ||
~ | ~ | ||
Segin coring 3 21.7' m BW. . | |||
Segin coring 3 21.7' | |||
m BW. . | |||
4 B. . | 4 B. . | ||
: : : 0002 145 | : : : 0002 145 | ||
- 9 . | - 9 . | ||
. , , o . . | . , , o . . | ||
Shee: 62 Amer.d-2 (10-2_67) o | Shee: 62 Amer.d-2 (10-2_67) o | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
ROCK CLASSIFICATION,5HEET SHEET L OP 1 DATE --F D T '#at m oli+A" Edi ** | ROCK CLASSIFICATION,5HEET SHEET L OP 1 DATE --F D T '#at m oli+A" Edi ** | ||
* N . NO. M c o C1 DRILL HOLE NO. * " ' ' ' | * N . NO. M c o C1 DRILL HOLE NO. * " ' ' ' | ||
CTOR ?. T. Kitlinski 4 Assoc. 11TE ARE A S~e ''d ' a Ts'e-d ELEY. 9 01 - C' ZE 'IX COORDINATES ANGLE va*+fcal | |||
CTOR ?. T. Kitlinski 4 Assoc. 11TE ARE A S~e ''d ' a Ts'e-d | |||
ELEY. 9 01 - C' ZE 'IX COORDINATES ANGLE va*+fcal | |||
{ L" BEARlHG 1 | { L" BEARlHG 1 | ||
) SY: GWL '' 9 DEPTH ?A 6' | ) SY: GWL '' 9 DEPTH ?A 6' | ||
Co's D E 5 C R I P T 10 N REMARKS Res. e e | Co's D E 5 C R I P T 10 N REMARKS Res. e e | ||
* e 3 Condialen of core, f m{ = a, | * e 3 Condialen of core, f m{ = a, j Rock (engle, joints type, celer fil ling, etc.), poemeebility, altereteen, weethering, chemecelgrain sine eveiwei Escovefing & shape, bedding (en 3 d e empos eti.a etc. | ||
l l | l l | ||
C | C l | ||
l | |||
ru 9eein eo rd nr il M' - | ru 9eein eo rd nr il M' - | ||
p, ' . | p, ' . | ||
Sat.dstone, brick red, v.f. grnd., slightl | Sat.dstone, brick red, v.f. grnd., slightl em | ||
em | |||
~ ~ ~. l | ~ ~ ~. l | ||
''/- | ''/- | ||
mra bedding i 35'-h3* h5*cmss-fra etures,'79*fractures, intensely broken threugi.out, '4n0x staining, core 1" pcE 4 | mra bedding i 35'-h3* h5*cmss-fra etures,'79*fractures, intensely broken threugi.out, '4n0x staining, core 1" pcE 4 | ||
y micreecus,Z- ##F8Dl' ' 3 g | y micreecus,Z- ##F8Dl' ' 3 g | ||
Line 6,972: | Line 3,205: | ||
coated v/CaC0 , open, weathering apparent to 31.1', solt-: | coated v/CaC0 , open, weathering apparent to 31.1', solt-: | ||
(Z,"" . ' . | (Z,"" . ' . | ||
rock frem 31'3cn , co re in | rock frem 31'3cn , co re in | ||
* 1 " pcs , to 31 ' , M' + c 70* Z | * 1 " pcs , to 31 ' , M' + c 70* Z | ||
" 'o , . | " 'o , . | ||
* vertical joints, N 4.4== coated-conspicuous to bottomZ | * vertical joints, N 4.4== coated-conspicuous to bottomZ | ||
Line 6,982: | Line 3,212: | ||
<tdA aA - | <tdA aA - | ||
e slny anee ? 1. 7 _1 I _ | e slny anee ? 1. 7 _1 I _ | ||
T. D. 38.3' 50% loss of drill water Z 3 4 | |||
T. D. 38.3' 50% loss of drill water Z | |||
3 4 | |||
. e _ | . e _ | ||
l : | l : | ||
l 1 | l 1 | ||
_ 00.0 1 | _ 00.0 1 | ||
~ | ~ | ||
1 | 1 e | ||
Sheet 63 A:nend-2 (1c-2-67)e s.. . u .e | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
$0ll CLASSIFICATION SHEET SHEET I ROJECT: Thrae Mile Islar.d w,0 bl97-M SITE AREA cccliac **wea DRILL HOLE ONTRACTOR: Pin . S a ,ri a m COOR DIN AT ES E LEV A TION RlLLER : Sova* Gwl0 HRS "J ' | $0ll CLASSIFICATION SHEET SHEET I ROJECT: Thrae Mile Islar.d w,0 bl97-M SITE AREA cccliac **wea DRILL HOLE ONTRACTOR: Pin . S a ,ri a m COOR DIN AT ES E LEV A TION RlLLER : Sova* Gwl0 HRS "J ' | ||
LA551FIED BY : - | LA551FIED BY : - | ||
DATE: -?>' 24 HR$ c. | DATE: -?>' 24 HR$ c. | ||
C eers e 5PT Grenvier REMARKS A 3*'I' | C eers e 5PT Grenvier REMARKS A 3*'I' 4 | ||
j 2 Soll DESCRIPTION d Chemical Camp, g Bl***/ | |||
as j Doneley (or Censlavency), Cel*' | as j Doneley (or Censlavency), Cel*' | ||
g | g e | ||
g,,,, | |||
Sise o, ;e 54wp. Geelegic Dete, 6 In. .c. Q- | Sise o, ;e 54wp. Geelegic Dete, 6 In. .c. Q- | ||
.! Seil Type Accesseries 6 Core R es. O'''d * * '''' | .! Seil Type Accesseries 6 Core R es. O'''d * * '''' | ||
C ** * "** " *" #'*"I* | C ** * "** " *" #'*"I* | ||
R Cm 4 . .-w.a % r m -: a. o.. _cm 1 1 9 1 :ti+- loc se , lit. bm. sardv ?H t | R Cm 4 . .-w.a % r m -: a. o.. _cm 1 1 9 1 :ti+- loc se , lit. bm. sardv ?H t | ||
* r. ? a. m /ei l''- topsoil- some | * r. ? a. m /ei l''- topsoil- some e o 3e .)'o]'.b.cepse,lgt,, by.. sand i gravel. | ||
' ?" to T : oist | ' ?" to T : oist | ||
' e' 71 1h ,a,; .;ense to v. dense brown sand k grev al - | ' e' 71 1h ,a,; .;ense to v. dense brown sand k grev al - | ||
,, 3, ,;.- | ,, 3, ,;.- | ||
/,o " trace of some clay ~ | /,o " trace of some clay ~ | ||
k ~ 193 11_L | k ~ 193 11_L e 'e - | ||
e 'e - | |||
,i !A -> | ,i !A -> | ||
. /. | . /. | ||
. trace clay 6.0-7.5' | . trace clay 6.0-7.5' | ||
' '- L' ? 'h | ' '- L' ? 'h sand med. to ese . 7.5-9.0 ' . | ||
sand med. to ese . 7.5-9.0 ' . | |||
v ia y 43 .. | v ia y 43 .. | ||
- - trace of clay 9.3-13.5'- more - | - - trace of clay 9.3-13.5'- more - | ||
/ _ gravel - | / _ gravel - | ||
L6 la ,n b, . . | L6 la ,n b, . . | ||
LL 70 4l-1?.3 dirtier at 1 | |||
LL 70 4l- | |||
1?.3 dirtier at 1 | |||
./, y. . | ./, y. . | ||
12-13.58 si.lty sand' some - | 12-13.58 si.lty sand' some - | ||
gravel to rock i, ,g c, e, - | gravel to rock i, ,g c, e, - | ||
gravel . | gravel . | ||
1 eg 1. ,- en *#$_ | 1 eg 1. ,- en *#$_ | ||
;1, ,., 7 ),3 yeatherec red siltstone | ;1, ,., 7 ),3 yeatherec red siltstone | ||
~ | ~ | ||
tr o o f- mck 9 | tr o o f- mck 9 Se gin co ring 17 4' - | ||
Se gin co ring 17 4' | |||
4 m _ | 4 m _ | ||
. nem es | . nem es | ||
~ | ~ | ||
l | l | ||
,e | ,e | ||
( s. - - | ( s. - - | ||
0002 147 Sheat 6h Anend-2 (10-2-67) o- | |||
0002 147 | |||
Sheat 6h Anend-2 (10-2-67) o | |||
- | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
ROCK CLAS5IFICATION, SHEET SH E ET S OF 1 DATE 7 4 A7 vo+_ m14+3r "'M e n .- NO. h 10 9. ~1 ORILL HOLE NO. M 11 | ROCK CLAS5IFICATION, SHEET SH E ET S OF 1 DATE 7 4 A7 vo+_ m14+3r "'M e n .- NO. h 10 9. ~1 ORILL HOLE NO. M 11 TOR E. T. Kitlinski and Assoc 5lTE AREA S-ae V4l e T i mi ELEV. SCO C' lE NI COORDINATE $ ANOLE 'te rti c al L= BE A RING | ||
TOR E. T. Kitlinski and Assoc 5lTE AREA S-ae V4l e T i mi ELEV. SCO C' lE NI COORDINATE $ ANOLE 'te rti c al L= BE A RING | |||
. By: G w t,, 19M OtPTH 11 ,0 8 C a's D E S C R I P T 10 N REMARKS Ree. f e | . By: G w t,, 19M OtPTH 11 ,0 8 C a's D E S C R I P T 10 N REMARKS Ree. f e | ||
, "3 3 Reak bedding (engle thschness), frecourse, few.:es, Condiesen of core. | , "3 3 Reak bedding (engle thschness), frecourse, few.:es, Condiesen of core. | ||
Line 7,145: | Line 3,278: | ||
* l'''''' *". * **' h*''" 8. | * l'''''' *". * **' h*''" 8. | ||
* h*'" 6 ce s .e.. | * h*'" 6 ce s .e.. | ||
Z Z | |||
Z | nv m Begin soting 917.h ' .. | ||
E | E | ||
.~..', Sandstone, red & light gray, v. finely larinated 3 h5~ ~ weathered to i o.7, ,h 88 4 preminent badly bmken vertical to 2hjoint .3 8 healed w/ white CACO)ro(?), | .~..', Sandstone, red & light gray, v. finely larinated 3 h5~ ~ weathered to i o.7, ,h 88 4 preminent badly bmken vertical to 2hjoint .3 8 healed w/ white CACO)ro(?), | ||
1"-2" pieces,.any mie core-fracturee , | 1"-2" pieces,.any mie core-fracturee , | ||
'sU '" ' *fl' | 'sU '" ' *fl' vertical jcinting preminent,1" granufe size, light grap | ||
vertical jcinting preminent,1" granufe size, light grap | |||
,.eg y . | ,.eg y . | ||
ser ecerlemerate ed 4 2h.7' 4 76. ' - top scund reci 2n /// Shale- red silty, bedding in 2"4" beds, dipping h$," | ser ecerlemerate ed 4 2h.7' 4 76. ' - top scund reci 2n /// Shale- red silty, bedding in 2"4" beds, dipping h$," | ||
Line 7,165: | Line 3,289: | ||
,,,,, u // | ,,,,, u // | ||
m n d occasienal sandy inclusions, h5 cross fractures, brokenmone u .f->v.u- _ | m n d occasienal sandy inclusions, h5 cross fractures, brokenmone u .f->v.u- _ | ||
no ted | no ted T. D. 31.3' No losss of drill water Z 1 e ,. | ||
E O | |||
T. D. 31.3' No losss of drill water Z | l wi ." " | ||
E 0002 148 l | |||
Sheet 65 A=end-2 (10-2 67),,,,,,, ,,,, | |||
1 e ,. | |||
E | |||
E | |||
0002 148 | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
Line 7,226: | Line 3,310: | ||
Canewuction Problee R Cm | Canewuction Problee R Cm | ||
.t. t r~cwn siitt- s m M't *n EM M fl** t.7. loose, tan, sandy silt, trace 1 1 1 ? | .t. t r~cwn siitt- s m M't *n EM M fl** t.7. loose, tan, sandy silt, trace 1 1 1 ? | ||
ev 3 .i vel, f. grnd. -- | |||
ev | |||
3 .i vel, f. grnd. -- | |||
.t t. - | .t t. - | ||
1 6 1h 19 pr ded, dense, sar . i gravel, brown, _ ; | 1 6 1h 19 pr ded, dense, sar . i gravel, brown, _ ; | ||
I,@~~uense h.5-0.0; | I,@~~uense h.5-0.0; 3r | ||
3r | |||
,e | ,e | ||
.e . - | .e . - | ||
high quartz cos | high quartz cos g" -~.<s 1'9 e4 5' ,a . | ||
g" -~.<s 1'9 e4 | |||
5' ,a . | |||
.i+s.< - | .i+s.< - | ||
4 | 4 6 in la r. o *N *o +r. cense. | ||
6 in la r. o *N *o +r. cense. | |||
e cf 111;- crown sand i gravel, @ | e cf 111;- crown sand i gravel, @ | ||
7 3e e7 43 ,jp's Jense brown silty sand & gravel, ~ | 7 3e e7 43 ,jp's Jense brown silty sand & gravel, ~ | ||
*; 4 race of clay , | *; 4 race of clay , | ||
Line 7,261: | Line 3,325: | ||
,I '/,. tense 10.5-12.0' . | ,I '/,. tense 10.5-12.0' . | ||
g 11 9, e4 o.(, | g 11 9, e4 o.(, | ||
10 h? 'l 4' 11 ha cp cf. ',fl _ ~ | |||
10 h? 'l 4' | |||
11 ha cp cf. ',fl _ ~ | |||
17 hi ch en 3 .'.9_' Coal frag aents Begin corine No recover 42 di ~ | 17 hi ch en 3 .'.9_' Coal frag aents Begin corine No recover 42 di ~ | ||
i M _ | |||
i | |||
M _ | |||
o! | o! | ||
O. ! | O. ! | ||
0002 149 Sheet 66 Amend-2 (1C_2-67) | |||
0002 149 | |||
Sheet 66 Amend-2 (1C_2-67) | |||
GILBERT ASSOCIATES, ENC. | GILBERT ASSOCIATES, ENC. | ||
ROCK C1.A531FICAT10N, SHEET $HEET A CF E DATE ' e 'a | ROCK C1.A531FICAT10N, SHEET $HEET A CF E DATE ' e 'a T *hree '#119 Island No. Lic? ~1 DRILL HOLE NO. - - - | ||
T *hree '#119 Island No. Lic? ~1 DRILL HOLE NO. - - - | |||
( | ( | ||
CTOR Ta- c=-dao. $1TE AREA '4 -- '* --o-l - | CTOR Ta- c=-dao. $1TE AREA '4 -- '* --o-l - | ||
Line 7,326: | Line 3,347: | ||
. . pesiti.n et.. | . . pesiti.n et.. | ||
l - | l - | ||
1 - | 1 - | ||
l - | l - | ||
t | t | ||
<t t r . | <t t r . | ||
44 Z | 44 Z | ||
* 42.} .* ;; Sandstone, brick red, v.f. grnd., v. broken 19.3-93.7', 2 seathemd sn; | * 42.} .* ;; Sandstone, brick red, v.f. grnd., v. broken 19.3-93.7', 2 seathemd sn; | ||
. i: r.ed. broken 23.0-30.3', bedding at acprox. h5* .icinting- a nc e a t l ' . ''- | . i: r.ed. broken 23.0-30.3', bedding at acprox. h5* .icinting- a nc e a t l ' . ''- | ||
ja jy , at 63*w/ vertical joint at 21.7-??.?', white mineralira--- write .?c t tlec g 27J | ja jy , at 63*w/ vertical joint at 21.7-??.?', white mineralira--- write .?c t tlec g 27J | ||
Line 7,348: | Line 3,358: | ||
? $ .1 ' to $ase ao .e. f **". v. - | ? $ .1 ' to $ase ao .e. f **". v. - | ||
m _ tu - | m _ tu - | ||
..D. re less of w-l 1 | |||
..D. re less of w- | |||
l 1 | |||
>a - | >a - | ||
t i) V | |||
t | 's ,* i ,i E 0002 150 Sheet 67 A=end-2 (10-2-67)e A4 21s i/te | ||
i) V | |||
's ,* i ,i | |||
E 0002 150 | |||
Sheet 67 A=end-2 (10-2-67)e A4 21s i/te | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
I SOIL CLAS$1FICATION SHEET SHEET ' | I SOIL CLAS$1FICATION SHEET SHEET ' | ||
40)ECT .3ree "ile Island w,0. bl9 ?_91 SITE AREA CColine Tcwer DRILL HOLE 3NTRACTOR:Fdn. Ee'-rices COORDINATES E LE V ATION . l tlLLER: EC ar | 40)ECT .3ree "ile Island w,0. bl9 ?_91 SITE AREA CColine Tcwer DRILL HOLE 3NTRACTOR:Fdn. Ee'-rices COORDINATES E LE V ATION . l tlLLER: EC ar owl 0 HR5__ l | ||
owl 0 HR5__ l | |||
'A551FIED BY: | 'A551FIED BY: | ||
CW DATE: '~A7- - | CW DATE: '~A7- - | ||
24 HR$ __ | 24 HR$ __ | ||
Line 7,405: | Line 3,378: | ||
~ | ~ | ||
, )'- | , )'- | ||
_ trace clay . | _ trace clay . | ||
9 6 9 17 c . o v.a se .. e , ,, .. w . . +r .m e=-- r-e ra' + - - *. | 9 6 9 17 c . o v.a se .. e , ,, .. w . . +r .m e=-- r-e ra' + - - *. | ||
1 a 11 14 ,4 iense brcwn sand s gravel, ' sere sil t. 2" Sub._ f. to red. Prec 0 'c 17 | |||
* j0 -trace clay | * j0 -trace clay ane. - ecal frars., c: | ||
ane. - ecal frars., c: | |||
As above to - lithclerie t'/m ec ?? ^ | As above to - lithclerie t'/m ec ?? ^ | ||
: 39 ,. dl. dense, as above rid - enlecroie in r 5 '"1 'l 27 h,f; As above, but no clay ; K_ l'-3 cm/r 7 i f. C7 4h _'o) LL _ | : 39 ,. dl. dense, as above rid - enlecroie in r 5 '"1 'l 27 h,f; As above, but no clay ; K_ l'-3 cm/r 7 i f. C7 4h _'o) LL _ | ||
p */ . dense brown silty sand i gravel, | p */ . dense brown silty sand i gravel, | ||
~ | ~ | ||
g 3, xn 4,. | g 3, xn 4,. | ||
~ | ~ | ||
, g | , g t, _c | ||
t, _c | |||
)g. . trace to seme clay. | )g. . trace to seme clay. | ||
[ firs t dare sarr in 19 11 c1 , . ,t J. dense brown gravel i silty sand * ?" . wet samcle 3,~' ~~i. i c4 41 | |||
[ firs t dare sarr in 19 11 c1 , . ,t J. dense brown gravel i silty sand * ?" . wet samcle | |||
~ 1e . . | ~ 1e . . | ||
1- I1 h1 7c i[. | 1- I1 h1 7c i[. | ||
K_ 10-2 cr/sec io 3.e c >ve I W ./f. / Begin co rine i 19.l' - | K_ 10-2 cr/sec io 3.e c >ve I W ./f. / Begin co rine i 19.l' - | ||
O( .. - | O( .. - | ||
: 0002 151 Sheet 63 A=end-2 (10-2-67) | |||
: 0002 151 | |||
Sheet 63 A=end-2 (10-2-67) | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
ROCK CLASSIFICATION, SHEET 5NEET | ROCK CLASSIFICATION, SHEET 5NEET | ||
* OF | * OF | ||
* DATE 7 47 r Three Mile Island NO. bl90 ~1 DRILL HOLE NO. **"''- | * DATE 7 47 r Three Mile Island NO. bl90 ~1 DRILL HOLE NO. **"''- | ||
TOR ?dn . S ae rica* SITE AREA N 14 7 *nua-* ELEv. *ch o IE !G COORDINATES ANGLE r a-+ 4 - el La B E A RING | TOR ?dn . S ae rica* SITE AREA N 14 7 *nua-* ELEv. *ch o IE !G COORDINATES ANGLE r a-+ 4 - el La B E A RING | ||
> BY: GWL DEPTH 39 9 Ca'e . DE5CRIPT1ON REMARK 5 Res. | > BY: GWL DEPTH 39 9 Ca'e . DE5CRIPT1ON REMARK 5 Res. | ||
* e e 3 Reek type, celer, grein size & shape bedding (engle thschness), frectorse, foules, Condition of core. | * e e 3 Reek type, celer, grein size & shape bedding (engle thschness), frectorse, foules, Condition of core. | ||
f { { g j jointe (engle, filling, etc.), permeebelity, alteretion, weethering, chemical Escoveting evolves 3 oc y compesstien etc. | f { { g j jointe (engle, filling, etc.), permeebelity, alteretion, weethering, chemical Escoveting evolves 3 oc y compesstien etc. | ||
Begin coring - | Begin coring - | ||
ni ir i - | ni ir i - | ||
'in h3', v. b rokeC weathered te | 'in h3', v. b rokeC weathered te | ||
% y ' ,'] sands to 23.0' tone,/corebrick w red, v.f.fractures 2" pieces, grnd., bedding a t 30''e M* 'rertieel '2 rock is | % y ' ,'] sands to 23.0' tone,/corebrick w red, v.f.fractures 2" pieces, grnd., bedding a t 30''e M* 'rertieel '2 rock is | ||
,. white mineral coated joint 26.0-27.0'; blk. ''n/0x C friable, slir m ;i staining on all fractum surfaces, some 3" beds of Z weathering be Mr,. silty shale 23' m U Shale, brick md, silty, h5* bedding, intensely bmken,- reck max. 2" - | |||
,. white mineral coated joint 26.0-27.0'; blk. ''n/0x C friable, slir m ;i staining on all fractum surfaces, some 3" beds of Z weathering be Mr,. silty shale 23' | |||
m U Shale, brick md, silty, h5* bedding, intensely bmken,- reck max. 2" - | |||
m eso 40' emms r-nc tuM ac- "rm '' 7 e =+=4niac ~~k u=*+"a- | m eso 40' emms r-nc tuM ac- "rm '' 7 e =+=4niac ~~k u=*+"a- | ||
~ | ~ | ||
T. D. No ' loss of drill water Zto bottom of P | T. D. No ' loss of drill water Zto bottom of P ripcaole to 3 | ||
' E O 0002 152 Sheet 69 A:nend-2 (10-2-67)ee,.,,e ,,.e 60 o | |||
ripcaole to 3 | |||
' E O | |||
0002 152 | |||
Sheet 69 A:nend-2 (10-2-67)ee,.,,e ,,.e 60 o | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
Line 7,558: | Line 3,421: | ||
LA554FIED BY: 'd* DATE: 7-17-67 24 HR5_ | LA554FIED BY: 'd* DATE: 7-17-67 24 HR5_ | ||
ees.~a C oero e 5PT Grenvie' REMARKS e d 5eils z e | ees.~a C oero e 5PT Grenvie' REMARKS e d 5eils z e | ||
* SOIL DESCRIPTION , | * SOIL DESCRIPTION , | ||
gi***f e = U Range Grein Chemical Comp, | gi***f e = U Range Grein Chemical Comp, | ||
{ cm g Density (e, Consistency), Cel*' 3 s er size She,e Geelegic Does, | { cm g Density (e, Consistency), Cel*' 3 s er size She,e Geelegic Does, l 6 In. 3 ' | ||
5eil Type . Accessaries :s Core Rec. C ' ** "d * * '* '' | 5eil Type . Accessaries :s Core Rec. C ' ** "d * * '* '' | ||
Conservesien Preble, | Conservesien Preble, | ||
Line 7,570: | Line 3,431: | ||
a ro wn3a,sa,n,d i gravel, trace.-rsilt " | a ro wn3a,sa,n,d i gravel, trace.-rsilt " | ||
1 o 1, ,m .>t e J_a - i$ 'fFh. I.C - | 1 o 1, ,m .>t e J_a - i$ 'fFh. I.C - | ||
6,. | 6,. | ||
.s a a- - | .s a a- - | ||
vense,, orown sand & gravel, trace | vense,, orown sand & gravel, trace | ||
), 3 34 3, .) . _p | ), 3 34 3, .) . _p | ||
. , s. te 3/,, ""~ | . , s. te 3/,, ""~ | ||
; 9q 3e ,- e i- -silt dry | ; 9q 3e ,- e i- -silt dry | ||
:P | :P 4 34 1- 17 if., | ||
o.o 7 i 91 -7 .k6 J. dense, brown sand i gravel, trac e . | |||
4 34 1- 17 if., | .sil t dry )o e e 41 61 11 ,u 19 o 62 97 b-) d' ,y 4. dense, multi-colored, sand e - | ||
o.o | |||
7 i 91 -7 .k6 J. dense, brown sand i gravel, trac e . | |||
.sil t dry )o e e 41 61 11 ,u 19 | |||
o 62 97 b-) d' ,y 4. dense, multi-colored, sand e - | |||
i, -,,7 c, g7 'jj v a M , hace S M , m ce clay _d | i, -,,7 c, g7 'jj v a M , hace S M , m ce clay _d | ||
~ | ~ | ||
N i e .- i moist 11 17 47 70 j/./ -some coal pieces and cecomposed | |||
N | |||
i e .- i moist 11 17 47 70 j/./ -some coal pieces and cecomposed | |||
~ | ~ | ||
17 1E h- 71 . Jed shale . | 17 1E h- 71 . Jed shale . | ||
a 1? >", ;; .[b Y ne - | a 1? >", ;; .[b Y ne - | ||
- S tarted coring . | - S tarted coring . | ||
O: - | O: - | ||
0002 !S3 P i_ . 4+ _ _ | |||
0002 !S3 | |||
P i_ . 4+ _ _ | |||
2heet '*O Amend-2 (10-2-6 M | 2heet '*O Amend-2 (10-2-6 M | ||
GILBERT ASSOCIATES. INC. | GILBERT ASSOCIATES. INC. | ||
ROCK CLA551FICATION, SHEET 5H E E T S OF 0-DATE ?>' -4' t | ROCK CLA551FICATION, SHEET 5H E E T S OF 0-DATE ?>' -4' t | ||
t r 'N .e vii. T =1 1rd NO. I. l o 9. C1 ORILL HOLE NO. P*7< | t r 'N .e vii. T =1 1rd NO. I. l o 9. C1 ORILL HOLE NO. P*7< | ||
CTOR ?dr. Serrices $1TE AREA #E*'4"- *n ve - ELEY. ac' ZE NI COORDINATES ANGLE vertical S E ARING i > BY: GWL DEPTH '7 -C Cue _ DE SC R I P T lO N REMARKS | |||
CTOR ?dr. Serrices $1TE AREA #E*'4"- *n ve - ELEY. ac' ZE NI COORDINATES ANGLE vertical S E ARING | |||
i > BY: GWL DEPTH '7 -C | |||
Cue _ DE SC R I P T lO N REMARKS | |||
* e Res. | * e Res. | ||
e 3 Rech pe, celer grein sie, & shone beJJing (engle thickness), frectorse, foules, Condition of core. | e 3 Rech pe, celer grein sie, & shone beJJing (engle thickness), frectorse, foules, Condition of core. | ||
j [ l { ct j jointo engle, filling, etc.), permeability, alteration, weethering, chemical Esse.eting evolvet | j [ l { ct j jointo engle, filling, etc.), permeability, alteration, weethering, chemical Esse.eting evolvet 3 cm v c om,e s .e i.a etc. | ||
3 cm v c om,e s .e i.a etc. | |||
Rec . | Rec . | ||
Started coring 2 m 19 I - | |||
Started coring 2 | |||
m 19 I | |||
go p. / Eac silty shale, extremely broken by many vertical possible sli; ra a joints (filled with white mineral), slickensides on - | go p. / Eac silty shale, extremely broken by many vertical possible sli; ra a joints (filled with white mineral), slickensides on - | ||
planes small pieces 26.8-27.0', not noticed above. Z I" | planes small pieces 26.8-27.0', not noticed above. Z I" | ||
.s.4 l | .s.4 l | ||
/ Sedding slips alcng partings of most pieces 'between | / Sedding slips alcng partings of most pieces 'between Z | ||
Z | |||
'** h 27.0 & 26.'1' -"' | '** h 27.0 & 26.'1' -"' | ||
Core again broken by jointing (vertical and mineralizedt Jto at 29.2-29.6' & 30.h-32.h', slickensides at about 33.0'_ | Core again broken by jointing (vertical and mineralizedt Jto at 29.2-29.6' & 30.h-32.h', slickensides at about 33.0'_ | ||
/, 3H _ | /, 3H _ | ||
to 54 . | to 54 . | ||
. . ., Y nec, narc, line grainec sance tone, nign angle mineral -- | . . ., Y nec, narc, line grainec sance tone, nign angle mineral -- | ||
Line 7,700: | Line 3,475: | ||
loss of drill water s und throug | loss of drill water s und throug | ||
- but badly br Z | - but badly br Z | ||
ir core bcx | ir core bcx | ||
; to jcint_re. | ; to jcint_re. | ||
l l | l l | ||
Scund below | Scund below | ||
_= | _= | ||
1 - | 1 - | ||
1 | 1 e | ||
e | |||
1 -. , ., _ | 1 -. , ., _ | ||
o ... .. . ; | o ... .. . ; | ||
0002 154 Sheet 71 Amend-2 (10-2-67 L,,,,,,,,, | |||
0002 154 | |||
Sheet 71 Amend-2 (10-2-67 L,,,,,,,,, | |||
i l | i l | ||
Line 7,740: | Line 3,493: | ||
tlLLER: GwL0 HRS | tlLLER: GwL0 HRS | ||
.A551FIED BY : SJS DATE: 0 1 1 ' '' 24 HRS 2 C earse 5PT Grenvier REMARKS 4 W Z w | .A551FIED BY : SJS DATE: 0 1 1 ' '' 24 HRS 2 C earse 5PT Grenvier REMARKS 4 W Z w | ||
* 50lL DESCRIPTION 5.ils Blews/ d g,,9, g,,;, Gemkal Camp, a: j Density (or Consistency), Cel*' | * 50lL DESCRIPTION 5.ils Blews/ d g,,9, g,,;, Gemkal Camp, a: j Density (or Consistency), Cel*' | ||
j Size Shee. Geelegic Dete, m | j Size Shee. Geelegic Dete, m | ||
! 6 in, s 0-Seil Type . Accesseries f Co,e R e c. G'** M **'''. | ! 6 in, s 0-Seil Type . Accesseries f Co,e R e c. G'** M **'''. | ||
C * "' ""* ' ' *" # '* b ' * " | C * "' ""* ' ' *" # '* b ' * " | ||
6 12 1a Run C .,. | 6 12 1a Run C .,. | ||
2 s- ,a 1,*i 4 pose; brown silt w/so. e grawl . | |||
2 s- ,a 1,*i | |||
4 pose; brown silt w/so. e grawl . | |||
- ,is t 1 /s ev is No Te,dg. ,,gegse; jypyn sanc 'e gravel; I 1" ;j ,,- w dry 3 ,r es- e/ 1; )!ec. cense to dense; ulti-colored sity a ,, . | - ,is t 1 /s ev is No Te,dg. ,,gegse; jypyn sanc 'e gravel; I 1" ;j ,,- w dry 3 ,r es- e/ 1; )!ec. cense to dense; ulti-colored sity a ,, . | ||
.eand 'e cravel; trace of coal ' | .eand 'e cravel; trace of coal ' | ||
'IE* | 'IE* | ||
;h | ;h | ||
+ <a it er o. sut . dr / oi,e t | + <a it er o. sut . dr / oi,e t | ||
,f ,, ,3 ,a .g.. ).5-6.3' gray shale fragments | ,f ,, ,3 ,a .g.. ).5-6.3' gray shale fragments rdd | ||
rdd | |||
~ | ~ | ||
Cr to 9 I *>~e o ly ff ,a ,, 9.,'.* -2,ense; brown sand h gravel . | Cr to 9 I *>~e o ly ff ,a ,, 9.,'.* -2,ense; brown sand h gravel . | ||
18 .17.5-17.3' scr: coel Poist | 18 .17.5-17.3' scr: coel Poist | ||
.* ]: -17.0-13.3' trace of silt - | |||
.* ]: -17.0-13.3' | |||
trace of silt - | |||
wer 9 i.c 2a u. *:*- .,_ x _ | wer 9 i.c 2a u. *:*- .,_ x _ | ||
7 - | 7 - | ||
e swsu . | e swsu . | ||
". . - No reenvery . | ". . - No reenvery . | ||
) '* is .i- . | ) '* is .i- . | ||
2f 39 % Q ,,,s. | 2f 39 % Q ,,,s. | ||
,~; - | ,~; - | ||
cense; as next ecove - | cense; as next ecove - | ||
wet A/d Jea # 'd' . ,o , | wet A/d Jea # 'd' . ,o , | ||
No reCO'lery , | No reCO'lery , | ||
Line 7,786: | Line 3,522: | ||
), u, . | ), u, . | ||
ho MCc"ery , | ho MCc"ery , | ||
}ecincoring377.7' ~ | }ecincoring377.7' ~ | ||
~ . | ~ . | ||
O,i , | O,i , | ||
0002 !SS Sheet 72 Amend-2 (10-2-67) GA | |||
0002 !SS | |||
Sheet 72 Amend-2 (10-2-67) GA | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
ROCK CLASSIFICATION, SHEET 5HEET h 0F 2 DATE E ll #7 i | ROCK CLASSIFICATION, SHEET 5HEET h 0F 2 DATE E ll #7 i | ||
7 'tet Ed N - NO. l.10 9. A ORlLL NOLE NQ ' ' M i CTOR Fdtn. Services $1TE AREA %raa 'd i l a ?*1ead ELEY. *M9.O' l ZE E COORDINATES ANGLE Ve rtiCD1 ) | 7 'tet Ed N - NO. l.10 9. A ORlLL NOLE NQ ' ' M i CTOR Fdtn. Services $1TE AREA %raa 'd i l a ?*1ead ELEY. *M9.O' l ZE E COORDINATES ANGLE Ve rtiCD1 ) | ||
Line 7,826: | Line 3,533: | ||
) syt GwL DEPTH bO.0' ) | ) syt GwL DEPTH bO.0' ) | ||
l 1 | l 1 | ||
Core ,_ DE$CR1PTION REMARKS Res. .? e | Core ,_ DE$CR1PTION REMARKS Res. .? e 1 3 Reek type, seier, grein size & shape bedding (engle thickness), frectures, faults, Conditlen el core, f | ||
1 3 Reek type, seier, grein size & shape bedding (engle thickness), frectures, faults, Conditlen el core, f | |||
J I | J I | ||
CE y | CE y | ||
{ C j joints (engle, filling, etc.), permisebelity, alteretion, weathering, chemical compeaition Esseveting evalue-etc. | { C j joints (engle, filling, etc.), permisebelity, alteretion, weathering, chemical compeaition Esseveting evalue-etc. | ||
C Z | C Z | ||
m _2m se rin cori q e 99.7' g .r.4 7 Sandy Shale; brick red; badly broken; good core belcw _-t,n of sound | |||
m _2m se rin cori q e 99.7' g .r.4 7 Sandy Shale; brick red; badly broken; good core belcw _-t,n | |||
of sound | |||
,t , /j 3h.8'; possible water course ? 30.0' t 3?.7-33.2'; Z@ Jh.8' | ,t , /j 3h.8'; possible water course ? 30.0' t 3?.7-33.2'; Z@ Jh.8' | ||
/ much high angle fracturing; beddine e 37'or 38f "nox | / much high angle fracturing; beddine e 37'or 38f "nox | ||
( # M / | ( # M / | ||
/ staining al cng some partings; g:een mir.eralitation alor5 | / staining al cng some partings; g:een mir.eralitation alor5 | ||
*> /j joint plane @ 31.2'; grada tional chance' ir.to below Z m go /' sandstone; micaceous ? 36-37.0'; slickersides ? 20.7' i as A)5 | |||
*> /j joint plane @ 31.2'; grada tional chance' ir.to below Z m go /' sandstone; micaceous ? 36-37.0'; slickersides ? 20.7' i | |||
as A)5 | |||
~ | ~ | ||
~ - E m I l5rEEt5cSbE$rYsI-ieseecus | ~ - E m I l5rEEt5cSbE$rYsI-ieseecus | ||
Line 7,863: | Line 3,549: | ||
- . ~ . - , ~SIh @chs5NE ...e . - _ | - . ~ . - , ~SIh @chs5NE ...e . - _ | ||
T. D. :io loss of drill water : | T. D. :io loss of drill water : | ||
l l l _- | |||
l | |||
l l _- | |||
l | l | ||
~_ | ~_ | ||
a | a | ||
'i go : | 'i go : | ||
9 0002 !S6 C | |||
9 | |||
0002 !S6 C | |||
Sheet 73 Amend-2 (10-2-67) ,,,,,,,,,,, | Sheet 73 Amend-2 (10-2-67) ,,,,,,,,,,, | ||
l GILDERT ASSOCIATES. INC. | l GILDERT ASSOCIATES. INC. | ||
5011. Cl.ASSIFICATION SHEET | 5011. Cl.ASSIFICATION SHEET SHEET ROJECT: Vet ~d Co. w.o. _119 ? _ C1 SITE AREA "hree ' tile Island DRILL HOLE ONTRACTOR: Id*'' S e '"d''e s C00RDlHATE5 E L E V A TION . | ||
SHEET ROJECT: Vet ~d Co. w.o. _119 ? _ C1 SITE AREA "hree ' tile Island DRILL HOLE ONTRACTOR: Id*'' S e '"d''e s C00RDlHATE5 E L E V A TION . | |||
RlLLER: GWL 0 HR$_. | RlLLER: GWL 0 HR$_. | ||
LA55lFIED BY S DATE: 8 l h /'7 24 HR5 9 C oers e Grenvie' REMARKS g 5PT Soll DESCRIPTION W 5eils 8I'"'/ | LA55lFIED BY S DATE: 8 l h /'7 24 HR5 9 C oers e Grenvie' REMARKS g 5PT Soll DESCRIPTION W 5eils 8I'"'/ | ||
f(". | f(". | ||
Density (or Consistency). Celer ? "$',"// is De j 6 In. .3 L Seil Type . Accessaries d Core R ee. C'* wad * *'''. | Density (or Consistency). Celer ? "$',"// is De j 6 In. .3 L Seil Type . Accessaries d Core R ee. C'* wad * *'''. | ||
6 12 ts R ua C *'' *" '**''*" '*b'*' | 6 12 ts R ua C *'' *" '**''*" '*b'*' | ||
/ .2 d' d. 'R.[ l.cese; brown silt i gre rel; trace .,,,,, sur . | / .2 d' d. 'R.[ l.cese; brown silt i gre rel; trace .,,,,, sur . | ||
Q ls ? /d Ic | Q ls ? /d Ic | ||
?le of sand i coal -- | ?le of sand i coal -- | ||
Line 7,917: | Line 3,570: | ||
. a ., | . a ., | ||
-"ist J '7 // 9 ated dense; br:wn sand, silt y crrecl; et ,' sub ' -cis+ | -"ist J '7 // 9 ated dense; br:wn sand, silt y crrecl; et ,' sub ' -cis+ | ||
p 9 fg jg 5f'! | p 9 fg jg 5f'! | ||
f;, -trace of coal; trace of red dece:'.resed - | f;, -trace of coal; trace of red dece:'.resed - | ||
..? shale - | ..? shale - | ||
0 l0 9 9 .',] %. 5_0.Q ' drf | 0 l0 9 9 .',] %. 5_0.Q ' drf | ||
/, /.2 f XI :; 1.0.5 12.0 ' wet ' | /, /.2 f XI :; 1.0.5 12.0 ' wet ' | ||
d r'i | d r'i | ||
. y 4 9 ,, .. '12.0-15.0 | . y 4 9 ,, .. '12.0-15.0 | ||
* derse | * derse | ||
.'lQ.' | .'lQ.' | ||
~ | ~ | ||
9 | 9 f // /fo - - | ||
f // /fo - | |||
** .n i s +. | ** .n i s +. | ||
9 /s _29J/ a.1; | 9 /s _29J/ a.1; | ||
& a _v | & a _v | ||
~ ' | ~ ' | ||
is *::e ' a, | is *::e ' a, | ||
" ~ _:. - | " ~ _:. - | ||
g*. . . | g*. . . | ||
A/g .fg7]plf *(- - | A/g .fg7]plf *(- - | ||
'\ * ?"* * * *7 . | '\ * ?"* * * *7 . | ||
l | l | ||
/.2.4 a/ A .7. dense; as next above; trace of s+ . 'ir t - we t ! | /.2.4 a/ A .7. dense; as next above; trace of s+ . 'ir t - we t ! | ||
ld J/ 4 '70 f.' | ld J/ 4 '70 f.' | ||
red decompesed shale <?" sm* _ . | red decompesed shale <?" sm* _ . | ||
o re o ..i -u l | o re o ..i -u l | ||
/b [tM//C A/ * | /b [tM//C A/ * | ||
, 1, No recoverf - | , 1, No recoverf - | ||
Tegih coring 7 27.?' | Tegih coring 7 27.?' | ||
O_: - | O_: - | ||
: 0002 157 1 | |||
8 Sheet 7h A*end-2 (13-2 67) ) | |||
: 0002 157 | |||
Sheet 7h A*end-2 (13-2 67) ) | |||
l l | l l | ||
Line 8,005: | Line 3,607: | ||
T " * | T " * | ||
* T d f'm - NO. | * T d f'm - NO. | ||
* 7 o ? ci | * 7 o ? ci DRILL HOLE HO. %* 7 ^ ' | ||
DRILL HOLE HO. %* 7 ^ ' | |||
.CTOR Ed tr. S e "*ric a | .CTOR Ed tr. S e "*ric a | ||
* SITE AREA '% m a Vdi a T l e n4 ELEY. 000 1' ZE NI CDoRDlMATES ANGLE vartical li" BEARfMG _ | * SITE AREA '% m a Vdi a T l e n4 ELEY. 000 1' ZE NI CDoRDlMATES ANGLE vartical li" BEARfMG _ | ||
Line 8,014: | Line 3,614: | ||
f 1 , g j i iateleag,le, fitlias, ees.), permeability, stee,eeien, weseh*'6as, sh*=icalbedding (engle f.ase'''iae ehichaess), frecturd | f 1 , g j i iateleag,le, fitlias, ees.), permeability, stee,eeien, weseh*'6as, sh*=icalbedding (engle f.ase'''iae ehichaess), frecturd | ||
***3ue a os g3 esa ,esition **s. | ***3ue a os g3 esa ,esition **s. | ||
= | = | ||
i | i | ||
= | = | ||
Ztoo of sound | Ztoo of sound | ||
.7.27.5' v~ | .7.27.5' v~ | ||
Line 8,037: | Line 3,627: | ||
;y - | ;y - | ||
_7 - | _7 - | ||
Limy shale; brick red; small limy inclusions throughoutZ l | Limy shale; brick red; small limy inclusions throughoutZ l | ||
"' up to h" in diameter; moderately broken w/ pieces up to -slickensides | "' up to h" in diameter; moderately broken w/ pieces up to -slickensides | ||
.8' in length; bedding @ 28'; some fractures a: e rehesleEthroughout w/t r1 44 some Mn0x & themsonite minerali:ation along partings; Zaoparent direc | .8' in length; bedding @ 28'; some fractures a: e rehesleEthroughout w/t r1 44 some Mn0x & themsonite minerali:ation along partings; Zaoparent direc | ||
// slight amount of FeOx staining | // slight amount of FeOx staining | ||
* 39.9' - | * 39.9' - | ||
n / | n / | ||
w | w | ||
, / o s.n | , / o s.n | ||
= | = | ||
~___ | ~___ | ||
T. D. ? o loss of drill watt er 3 | T. D. ? o loss of drill watt er 3 1 - | ||
1 - | |||
1 | 1 | ||
= | = | ||
l | l | ||
~ | ~ | ||
. e, E | . e, E | ||
O | O | ||
./J. . : 0002 158 | ./J. . : 0002 158 | ||
= | = | ||
Sheet 75 Amend-2 (10-2-67) ,,,,,,,,,,, | Sheet 75 Amend-2 (10-2-67) ,,,,,,,,,,, | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
SOIL C'. A551FICAT10N 5HEET SHEET I | SOIL C'. A551FICAT10N 5HEET SHEET I ROJECT 'Ie | ||
* N0-W.O. L109 Cl $1TE ARZA '--aa h''" ' ' " | |||
* N0- | |||
W.O. L109 Cl $1TE ARZA '--aa h''" ' ' " | |||
DRILL Hot.E l ONTRACTOR . " . . Ce Wices COORDINATES E LEVATION RILLER : GwL O HR5_ | DRILL Hot.E l ONTRACTOR . " . . Ce Wices COORDINATES E LEVATION RILLER : GwL O HR5_ | ||
LA55; PIED SY: 'US | LA55; PIED SY: 'US DATE: 2-16 A'' 24 HR5_ l C oers e | ||
*aule' R E MARICS 5PT 50ll DESCRIPTION vs G'Seils i i | |||
DATE: 2-16 A'' 24 HR5_ l C oers e | |||
*aule' R E MARICS | |||
5PT 50ll DESCRIPTION vs G'Seils i i | |||
j j | j j | ||
8 ai -s-6 1. | 8 ai -s-6 1. | ||
* 4c | * 4c i | ||
A o s.,,< C s,..... ,>. C.i., | |||
o s.,,< C s,..... ,>. C.i., | |||
Seil Type . Accesserie' 3 | Seil Type . Accesserie' 3 | ||
::i | ::i | ||
Line 8,116: | Line 3,665: | ||
G'*"ad **''', | G'*"ad **''', | ||
l 1 | l 1 | ||
e.n oruction reble 6 12 18 Rua Core f j j g n # loa e; ::rnt topsed l | e.n oruction reble 6 12 18 Rua Core f j j g n # loa e; ::rnt topsed l ej ~. sed. dense; ::rewn car.d + gravel; ~ | ||
.2 4 6 7 'o *l -c e ,!!. l | .2 4 6 7 'o *l -c e ,!!. l | ||
: .3 /d /S /6 ..; - | : .3 /d /S /6 ..; - | ||
Oer.se; brown sar.d 'i ersvel; . race e ' s . .' * , ; t 1" d. ) | Oer.se; brown sar.d 'i ersvel; . race e ' s . .' * , ; t 1" d. ) | ||
j , ff fj /' earpic J3 .- vash sar;.le; t elow 6.C' reiri- ' | j , ff fj /' earpic J3 .- vash sar;.le; t elow 6.C' reiri- ' | ||
Line 8,127: | Line 3,673: | ||
,5 7 '7 9 ji.l - - | ,5 7 '7 9 ji.l - - | ||
ar: - raf se | ar: - raf se | ||
$ q g y .: * - - | $ q g y .: * - - | ||
7 '# N '# .N17.5' | 7 '# N '# .N17.5' | ||
~ | ~ | ||
(l" fine sard ler.sc) ~ | (l" fine sard ler.sc) ~ | ||
y so /s,/ .::4 | y so /s,/ .::4 | ||
. ..l. . . | . ..l. . . | ||
9 /6 /P lC . *} | 9 /6 /P lC . *} | ||
s _ | s _ | ||
/o /9 .?le of ; .'. ,, , | /o /9 .?le of ; .'. ,, , | ||
a | a | ||
// .27A3 3c 1. :' .' . | // .27A3 3c 1. :' .' . | ||
: ; s' | : ; s' | ||
/.? 3/ .;1 4P r. >9e 425*mg/4 ly.J:}j m- - We recevery ~ | |||
/.? 3/ .;1 4P r. >9e | |||
425*mg/4 ly.J:}j m- - We recevery ~ | |||
:n a m -n,- m.. | :n a m -n,- m.. | ||
IN.- !.'c recover'v ll6 hM9pil ,*;q. _ _ | |||
IN.- !.'c recover'v | |||
ll6 hM9pil ,*;q. _ _ | |||
_w _ | _w _ | ||
~ | ~ | ||
[ "cCi r "9 Ping 2L .2 ' | [ "cCi r "9 Ping 2L .2 ' | ||
l _ _ _ | l _ _ _ | ||
l | l O, : : : 0007 !59 Sheet 76 Ar.end-2 (10-2_67) o | ||
O, : : : 0007 !59 | |||
Sheet 76 Ar.end-2 (10-2_67) o | |||
GILBERT ASSOCIATES. INC. | GILBERT ASSOCIATES. INC. | ||
ROCK CLASSIFICATION, SHEET SHEET 2 op 2 DATE S-Ib b7 T Ma* Ed Ce. No. !'C' C1 ORILL HOLE NO. :P '. : | ROCK CLASSIFICATION, SHEET SHEET 2 op 2 DATE S-Ib b7 T Ma* Ed Ce. No. !'C' C1 ORILL HOLE NO. :P '. : | ||
CTOR #d"t- h "'fiS** $1TE AR E A '"5 "*a **'a Tai $"A ELEY. 200.O' ZE IIX Co0RDINATES ANGLE *'o"*'*11 | CTOR #d"t- h "'fiS** $1TE AR E A '"5 "*a **'a Tai $"A ELEY. 200.O' ZE IIX Co0RDINATES ANGLE *'o"*'*11 i . '' BE ARING | ||
i . '' BE ARING | |||
) BY: GWL '' " " ' r . t DEPTH Care DE$CRIPTI0N R.c. . REMARK $ | ) BY: GWL '' " " ' r . t DEPTH Care DE$CRIPTI0N R.c. . REMARK $ | ||
.E. | .E. | ||
e 3 pe celer grein size & shape Conditlen of core, f3 1 { g j Rock ieints tfeng,le, falling, etc.), permeability, alteration, *reethering, chemicalbedding (engle lvet thechness), fr | e 3 pe celer grein size & shape Conditlen of core, f3 1 { g j Rock ieints tfeng,le, falling, etc.), permeability, alteration, *reethering, chemicalbedding (engle lvet thechness), fr | ||
= v ..m p.s it i.a Escovetias e'e*t . | = v ..m p.s it i.a Escovetias e'e*t . | ||
_ .cp of sound | _ .cp of sound | ||
~ | ~ | ||
- prc'cably 2L.? | - prc'cably 2L.? | ||
but definctC Z s 2C' p sj, Bezir coring A 2L.3' ,e; gray; snort, pieces etccre | |||
but definctC Z s 2C' | % J ,- A.2:est.one congiorerat ccre cass ac sf y, d,* .or r I | ||
p sj, Bezir coring A 2L.3' ,e; gray; snort, pieces etccre | |||
% J ,- A.2:est.one congiorerat ccre cass ac sf y, | |||
d,* .or r I | |||
exter.sive gri ov e, ocate: erav: snorr, Lleces or core | exter.sive gri ov e, ocate: erav: snorr, Lleces or core | ||
[ #"*_fm | [ #"*_fm | ||
>24 * | >24 * | ||
, _ . hrd- . e ; ed; fir.c gritr.ed Z | , _ . hrd- . e ; ed; fir.c gritr.ed Z | ||
.'. Sandstone; reddish gray; medium grained; 'ra rd; good cere- | .'. Sandstone; reddish gray; medium grained; 'ra rd; good cere- | ||
,'*c 44 ';. | ,'*c 44 ';. | ||
:e..., y, _ n Z | :e..., y, _ n Z | ||
m | m | ||
// Silty shale; brick red; med. hard; good core; pieces up-to 1.0' in length; 40-l.2' ma cr li:ny inclusions giving Z u | // Silty shale; brick red; med. hard; good core; pieces up-to 1.0' in length; 40-l.2' ma cr li:ny inclusions giving Z u | ||
con.tlemeratic appearance - | con.tlemeratic appearance - | ||
.un MEB ~ | .un MEB ~ | ||
L. Je leo loss el Cria. Wa!,6r | L. Je leo loss el Cria. Wa!,6r e | ||
e | |||
~ | ~ | ||
L .- . .. . | L .- . .. . | ||
l | l E 0002 160 Sheet 77 Amend-2 (10-2-67) eas.sss use | ||
E 0002 160 Sheet 77 Amend-2 (10-2-67) eas.sss use | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
50ll CLA$$1FICATION $HEET | 50ll CLA$$1FICATION $HEET SHEET - | ||
SHEET - | |||
10 JECT: M N Co - W.O. l'02 81 | 10 JECT: M N Co - W.O. l'02 81 | ||
$ITE AREA N"?e hil' I91o*~ DRILL HOLE 3NTRACTOR: Idtn. 3*PYiO95 COORDINATES E LE V ATION . | $ITE AREA N"?e hil' I91o*~ DRILL HOLE 3NTRACTOR: Idtn. 3*PYiO95 COORDINATES E LE V ATION . | ||
IlLLER: _ | IlLLER: _ | ||
GwL0HR5 LA551FIED BY : MS DATES.8-10 47 24 WAS.- | GwL0HR5 LA551FIED BY : MS DATES.8-10 47 24 WAS.- | ||
Coerse Grenular REMARKS g 5PT SOIL DESCRIPTION W 5eils z o | Coerse Grenular REMARKS g 5PT SOIL DESCRIPTION W 5eils z o Bfews/ e U R ange Grein Chemisel Come, og Denelty (or Consistency). Cels' e | ||
{ W F $1se Shere Geelevis Deve, we 5 In- .E " | |||
Bfews/ e | |||
U R ange Grein Chemisel Come, og Denelty (or Consistency). Cels' e | |||
{ W F $1se Shere Geelevis Deve, | |||
we 5 In- .E " | |||
Seil Type . Accesseries ::i Core Rec. O'' Wad **'''. | Seil Type . Accesseries ::i Core Rec. O'' Wad **'''. | ||
Cenenvenien Probler R Core | Cenenvenien Probler R Core | ||
Line 8,313: | Line 3,736: | ||
le x d gravel ' ,M', u "d 'l _ | le x d gravel ' ,M', u "d 'l _ | ||
*C''' | *C''' | ||
2 (* 6 /G of ._o _.5-1.0' se , ss.-d ". | 2 (* 6 /G of ._o _.5-1.0' se , ss.-d ". | ||
J /6 S(, 49 I Dense te v. den::c; hre'.r sand '- .;u r- . | J /6 S(, 49 I Dense te v. den::c; hre'.r sand '- .;u r- . | ||
Line 8,331: | Line 3,753: | ||
z wc | z wc | ||
:.c ri ts. | :.c ri ts. | ||
Ai)Sem WL '. - ''ico-*'ecv*r'r ~ | Ai)Sem WL '. - ''ico-*'ecv*r'r ~ | ||
.i. dense; m1L1-nclored ei 1 y c.a:11 | .i. dense; m1L1-nclored ei 1 y c.a:11 | ||
,7 ,3 g yy .. a~; . | ,7 ,3 g yy .. a~; . | ||
~ | ~ | ||
Line 8,340: | Line 3,760: | ||
, 7 F1 d4 of . . - As | , 7 F1 d4 of . . - As | ||
/ s ;o - | / s ;o - | ||
) r | ) r No recevery a t.-_ | ||
No recevery | |||
a t.-_ | |||
4l:) d4/7[d , | 4l:) d4/7[d , | ||
U? - . | U? - . | ||
.. .as next aceve (l. tense) | .. .as next aceve (l. tense) | ||
,. . .e.e j . . . | ,. . .e.e j . . . | ||
9 ss u | 9 ss u 19 , | ||
19 , | |||
\* "n -. ever ? | \* "n -. ever ? | ||
_.e : y, l | _.e : y, l | ||
/0 44 /0? //// ' Ace-a. ,. r. A Ann -.,..aa .s e | /0 44 /0? //// ' Ace-a. ,. r. A Ann -.,..aa .s e | ||
-Begin coring i 23 0'' . , | -Begin coring i 23 0'' . , | ||
1 | 1 j | ||
j | |||
1 l | 1 l | ||
l i | l i | ||
i l | |||
i | |||
l | |||
( - - | ( - - | ||
~ | ~ | ||
% u - . | % u - . | ||
00.02 !61 l | 00.02 !61 l | ||
- _ \ | - _ \ | ||
. l | . l Sheet 75 Amend-2 (10-2-67) se l | ||
Sheet 75 Amend-2 (10-2-67) se l | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
Line 8,403: | Line 3,788: | ||
g , e 3 grein sine & shape, bedding (engle thickness), fractures, faults, Conditlen el este. | g , e 3 grein sine & shape, bedding (engle thickness), fractures, faults, Conditlen el este. | ||
5 I 3 $ j Reeb (engle, lointe type, coletling, fil etc.), poemsebility, alteration, weethering, chemisel E sc ovefin, e,elve-3 e v e e.,e s .e s.n etc. | 5 I 3 $ j Reeb (engle, lointe type, coletling, fil etc.), poemsebility, alteration, weethering, chemisel E sc ovefin, e,elve-3 e v e e.,e s .e s.n etc. | ||
I C | I C | ||
m etw necin eening o 91.0' - | m etw necin eening o 91.0' - | ||
f2, 4 Silty shale; brick red; fine grained; good core; moder-Z & | f2, 4 Silty shale; brick red; fine grained; good core; moder-Z & | ||
ately broken with pieces up to .6' in length; many limy- W | ately broken with pieces up to .6' in length; many limy- W | ||
/ 1/8" diameter inclusions 315-38's wathered zones ; 2323 9', | / 1/8" diameter inclusions 315-38's wathered zones ; 2323 9', | ||
Line 8,427: | Line 3,796: | ||
g/ sore pa rtirgs; small vertical fractures 4 21.6' & 2$ '; - | g/ sore pa rtirgs; small vertical fractures 4 21.6' & 2$ '; - | ||
** / high angle slickensides a 27' Z top of sound | ** / high angle slickensides a 27' Z top of sound | ||
: n. Wr , Z 2 2L.6' Ams /} , sf D | : n. Wr , Z 2 2L.6' Ams /} , sf D T. D. No loss of drill water ; | ||
l 1 | |||
T. D. No loss of drill water ; | |||
l | |||
1 | |||
1 . . _ . | 1 . . _ . | ||
E 0002 162 l | |||
E | |||
0002 162 | |||
l | |||
! Sheet 79 Amend-2 (10-2-67) en.sse use | ! Sheet 79 Amend-2 (10-2-67) en.sse use | ||
GILEERT ASSOCIATES, INC. | GILEERT ASSOCIATES, INC. | ||
SOIL CLASSIFICATION SHEET ROJECT: Met Ed Co. W.O. 1.102-51 $lTE AREA Three Mile Island omittsots CNTRACTOR: ?dtn. Services COORDINATES E L EV ATION RILLER : 8e v e r" GwL0HR$ | SOIL CLASSIFICATION SHEET ROJECT: Met Ed Co. W.O. 1.102-51 $lTE AREA Three Mile Island omittsots CNTRACTOR: ?dtn. Services COORDINATES E L EV ATION RILLER : 8e v e r" GwL0HR$ | ||
LA551FIED BY M3 DATE: ?-10-6'? 24 HR$ _ | LA551FIED BY M3 DATE: ?-10-6'? 24 HR$ _ | ||
C oorse g 5PT Grenuler REMARK $ | C oorse g 5PT Grenuler REMARK $ | ||
$OfL DESCRIPTION W Seite II**'# | $OfL DESCRIPTION W Seite II**'# | ||
Density (or Caneistency), Celer | Density (or Caneistency), Celer | ||
$ $" i De O I"- 5 y, Seil Type . Assesseri's d Core 4.c. Greend wever, y g Conewussion Proble. | $ $" i De O I"- 5 y, Seil Type . Assesseri's d Core 4.c. Greend wever, y g Conewussion Proble. | ||
/ ,:t # 4 a f.-i.cose to med. dense; silt ?< cravel; + ;n | / ,:t # 4 a f.-i.cose to med. dense; silt ?< cravel; + ;n sub . | ||
sub . | |||
Y . .sa 'nig." | Y . .sa 'nig." | ||
.2 / /0 // V,2ce of sand | .2 / /0 // V,2ce of sand | ||
: 47. _ r. - " | : 47. _ r. - " | ||
: J XI 44 46 .j ~;Gense to V. dense; silty sand 'e cue . | : J XI 44 46 .j ~;Gense to V. dense; silty sand 'e cue . | ||
rci.s t | rci.s t s go af gg gravel (brows); trace of ecal t t rc. - | ||
s go af gg gravel (brows); trace of ecal t t rc. - | |||
e1:, 3.0-7.5' as above; wt 1" ru'r - | e1:, 3.0-7.5' as above; wt 1" ru'r - | ||
wet J~ /6 ff /4 g. . . | wet J~ /6 ff /4 g. . . | ||
Line 8,499: | Line 3,820: | ||
4 d 4 /8 I:b | 4 d 4 /8 I:b | ||
~ | ~ | ||
cist | cist | ||
-S 6 /4 /Y *: | -S 6 /4 /Y *: | ||
.b. . | .b. . | ||
= - | = - | ||
ji,.' 5 ype; brc e. sand; 10 0 gravel f fs so fy 4+" r<:c - | |||
ji,.' 5 ype; brc e. sand; 10 0 gravel | |||
f fs so fy 4+" r<:c - | |||
rc:c; 9 /6 /3 /9 i~fesa fext abeve . :.cist | rc:c; 9 /6 /3 /9 i~fesa fext abeve . :.cist | ||
,, , ,, ,, 4- v. eense; ruiti-coloree sil y ,ane 4 gravel; some coal sue . | ,, , ,, ,, 4- v. eense; ruiti-coloree sil y ,ane 4 gravel; some coal sue . | ||
q. | q. | ||
W/ 2Jf J9 ,( ,.4 13 5-15' seme coal tn | W/ 2Jf J9 ,( ,.4 13 5-15' seme coal tn | ||
''sf - e,"... | ''sf - e,"... | ||
Aa #e 47 /n ; | Aa #e 47 /n ; | ||
.sj g as l!{' }9521.0'traceofreddecert. coed | .sj g as l!{' }9521.0'traceofreddecert. coed shale i | ||
shale i | |||
~u | ~u | ||
~ | ~ | ||
Line 8,530: | Line 3,838: | ||
:*g.; -NO .UCOV 5 U | :*g.; -NO .UCOV 5 U | ||
~ | ~ | ||
.Q,b 4?d/L | .Q,b 4?d/L g. | ||
g. | |||
, Eegin :'oring 4 23 0' . | , Eegin :'oring 4 23 0' . | ||
: : : 0002 !63 p . ,, , . . | |||
: : : 0002 !63 | |||
p . ,, , . . | |||
Sheet 30 Amend-2 (10 2 67) o. | Sheet 30 Amend-2 (10 2 67) o. | ||
GILBERT ASSOCIATES. INC. | GILBERT ASSOCIATES. INC. | ||
ROCK CLAS$lFICATION,5HEET SHEET 2 0F 2 DATE 8 10 47 r Ma* 'd S - NO. 'io7_C1 DRILL NOLE NO. DH-104 OTOR Fdtn. Serricas SITE AREA T"*an M''a I s h~8 _,ELEV. 2*97 | ROCK CLAS$lFICATION,5HEET SHEET 2 0F 2 DATE 8 10 47 r Ma* 'd S - NO. 'io7_C1 DRILL NOLE NO. DH-104 OTOR Fdtn. Serricas SITE AREA T"*an M''a I s h~8 _,ELEV. 2*97 | ||
!E U C00RDtNATES ANGLE 'rm"*4a91 E" B E A RING I SY GWL DEPTH L1.0' Core DE5CRIP71ON Ree, | !E U C00RDtNATES ANGLE 'rm"*4a91 E" B E A RING I SY GWL DEPTH L1.0' Core DE5CRIP71ON Ree, e REMARK 5 f | ||
e REMARK 5 f | |||
e 3 Rech pe celer gresa else & she,e g loinesleng,le, filling, ees.), permeability, eleersei a, ..eeher6as, che..eelbeddingCeadielen of eere. | e 3 Rech pe celer gresa else & she,e g loinesleng,le, filling, ees.), permeability, eleersei a, ..eeher6as, che..eelbeddingCeadielen of eere. | ||
8 | |||
, 1 j (engle ehacknes Esee,ev6ag evolves s), frecevres, 3 as ee.,ee4eien eve. | , 1 j (engle ehacknes Esee,ev6ag evolves s), frecevres, 3 as ee.,ee4eien eve. | ||
C Z top of sour.d | |||
_- at 27.0' x se o a-efn eerina 1 21.0' - | |||
C | |||
Z top of sour.d | |||
_- at 27.0' | |||
x se o a-efn eerina 1 21.0' - | |||
# ^ [j~ | # ^ [j~ | ||
brjc g | brjc g | ||
Sandy j:1..in; shalez3 | Sandy j:1..in; shalez3 | ||
!. 2,.h' ;:1. | !. 2,.h' ;:1. | ||
red;chtbroken w no | red;chtbroken w no | ||
_ run[ c."p"nC:ieces | _ run[ c."p"nC:ieces | ||
>.}'; | >.}'; | ||
::t. . ng vert. Z _ | ::t. . ng vert. Z _ | ||
W | W | ||
'N #f Silty shale; brick red; excellent core with core pieces 2 | 'N #f Silty shale; brick red; excellent core with core pieces 2 up to .8' in length; bedding @ 36*; badly broken :ene Z 3 38-38.2'; weatherg 3 25 9-26.9'; cross jointing a 34 ' | ||
up to .8' in length; bedding @ 36*; badly broken :ene Z 3 38-38.2'; weatherg 3 25 9-26.9'; cross jointing a 34 ' | |||
s er , | s er , | ||
us l - | us l - | ||
~ | ~ | ||
/06 4* C .' .49 L - | /06 4* C .' .49 L - | ||
Line 8,616: | Line 3,868: | ||
I yo_3o ue. . - . v- m ,+ ,4ng 3 e i,,.g _2. 4 : . | I yo_3o ue. . - . v- m ,+ ,4ng 3 e i,,.g _2. 4 : . | ||
l T. D.. No loss of drill water _ | l T. D.. No loss of drill water _ | ||
l- - - | l- - - | ||
5 9 | |||
E 0002 1<4 Sheet cl Amend-2 (10-2-67) ese. sse v s. | |||
5 | |||
9 | |||
E | |||
0002 1<4 Sheet cl Amend-2 (10-2-67) ese. sse v s. | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
SOIL CLAS$1FICATION $HEET SHEET I 10)ECT : Met Ed Co. W.O. h19'2 Cl SITE AREA lhree Mile Island DRILL HOLE 3NTRACTCR 7 4 +r - C*-rdaae CCCADINATES E LE V ATION TILLER: GwL 0 HR$_. | SOIL CLAS$1FICATION $HEET SHEET I 10)ECT : Met Ed Co. W.O. h19'2 Cl SITE AREA lhree Mile Island DRILL HOLE 3NTRACTCR 7 4 +r - C*-rdaae CCCADINATES E LE V ATION TILLER: GwL 0 HR$_. | ||
LA551FIED SY : "3C DATE: 5-1147 24 HRS.I C aers e 5PT Greauler REMARKS e | LA551FIED SY : "3C DATE: 5-1147 24 HRS.I C aers e 5PT Greauler REMARKS e | ||
2 | 2 Soll DESCRIPTION W 5eite g | ||
Soll DESCRIPTION W 5eite g | |||
Slows / 3 Density (or Coasteteney), Cel*' d , g ,,,, c,,,, Chemisel Ceme, | Slows / 3 Density (or Coasteteney), Cel*' d , g ,,,, c,,,, Chemisel Ceme, | ||
{ g er Sise She ,e Geelegie Dete, j 0 la- E | { g er Sise She ,e Geelegie Dete, j 0 la- E Seil Type . Assesseries -i Core Res. G'** d '''''' | ||
Seil Type . Assesseries -i Core Res. G'** d '''''' | |||
Conservetion Proble. | Conservetion Proble. | ||
4 12 18 "" | 4 12 18 "" | ||
/ ,2. / 4 j*e(Joos e to .?.ed. cense t orange _ brown 41" sub . | / ,2. / 4 j*e(Joos e to .?.ed. cense t orange _ brown 41" sub . | ||
9 /0 /4 silt i gravel; trace :f coal rdd__ oist | 9 /0 /4 silt i gravel; trace :f coal rdd__ oist | ||
- *Y . _a s "A 3 g y jf ig _ Lense; brown silt, sanc i travel; ana-A 26 /f /S } e.- . | - *Y . _a s "A 3 g y jf ig _ Lense; brown silt, sanc i travel; ana-A 26 /f /S } e.- . | ||
Line 8,675: | Line 3,891: | ||
{f ,. gravel; trece of silt; trace of | {f ,. gravel; trece of silt; trace of | ||
.j, ard_5 rdd . - d: / | .j, ard_5 rdd . - d: / | ||
4"2 | 4"2 | ||
'S L* #4 Coal ~ | 'S L* #4 Coal ~ | ||
f /f .:: .3 _ | f /f .:: .3 _ | ||
7 y y y , J . cense; rulti-colored sil ty sar.d . | 7 y y y , J . cense; rulti-colored sil ty sar.d . | ||
3.A !4 gravel; trace of coal; true of . | |||
3.A !4 gravel; trace of coal; | |||
true of . | |||
/d D 2 24 | /d D 2 24 | ||
?( red decomposed shale y < 2" | ?( red decomposed shale y < 2" moist | ||
moist | |||
// S .23 .24 :o . . | // S .23 .24 :o . . | ||
*in | *in | ||
~ | ~ | ||
/2 4/ 49 4.1 YN f3 yy s2 g or _V. | /2 4/ 49 4.1 YN f3 yy s2 g or _V. | ||
dense; brown sand 4 gravel; . moist | dense; brown sand 4 gravel; . moist | ||
'g f . trace of silt; trace of coal; trace | 'g f . trace of silt; trace of coal; trace | ||
'# # C i' ' | '# # C i' ' | ||
<f red decceposed shale . | <f red decceposed shale . | ||
wet g 43 6(e /03 - | wet g 43 6(e /03 - | ||
YX nf - | YX nf - | ||
,Mo 8mg/t | ,Mo 8mg/t | ||
'h 3*arecover/ | 'h 3*arecover/ | ||
yegin coring ch.5' - | yegin coring ch.5' - | ||
_ _ e O : | |||
0002 !65 Sheet 02 A.T.end-2 (10-2-67) o. | |||
_ _ e | |||
O : | |||
0002 !65 | |||
Sheet 02 A.T.end-2 (10-2-67) o. | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
ROCK CLAS$1FICATION, SHEET $NEET 2 0F | ROCK CLAS$1FICATION, SHEET $NEET 2 0F | ||
* | * DA E 8 l' 47 r Met Ed Cc. No. 1 14 9. cl DRILL HCLE NO.-" 13 CTOR Edtn. Ser rd ees $1TE AREA ~5 vaa "di a Tel e ra ELEY. Mo o ZE 'n COORDINATES ANGLE --+i -1 fi" 8 E A RING | ||
DA E 8 l' 47 r Met Ed Cc. No. 1 14 9. cl DRILL HCLE NO.-" 13 CTOR Edtn. Ser rd ees $1TE AREA ~5 vaa "di a Tel e ra ELEY. Mo o ZE 'n COORDINATES ANGLE --+i -1 fi" 8 E A RING | |||
> BY: GWL DEPTH h*'' | > BY: GWL DEPTH h*'' | ||
C ** | C ** | ||
* Ree, | * Ree, e | ||
D E 5C RIP TIO N REMARKS f | |||
, "3 3 grein sese & shape bedding (engle thickness), fractures, foules, Condition of core. | , "3 3 grein sese & shape bedding (engle thickness), fractures, foules, Condition of core. | ||
5 I 3 cC j Rock (engle, loints type, celer fil ling, etc.), persneebility, alteresion, weathering, chemisel Esse,eting evolves 3 GE u tempeestion etc. | 5 I 3 cC j Rock (engle, loints type, celer fil ling, etc.), persneebility, alteresion, weathering, chemisel Esse,eting evolves 3 GE u tempeestion etc. | ||
C i | C i | ||
top of sound Couestiorable c w su me ei n m-4 ,1 9!, c t Z to broken cent | top of sound Couestiorable c w su me ei n m-4 ,1 9!, c t Z to broken cent | ||
_i- knv ev5. - | _i- knv ev5. - | ||
Line 8,777: | Line 3,930: | ||
ing is responsible for broken core; MnOx + the-sonite ~ elong broken ( | ing is responsible for broken core; MnOx + the-sonite ~ elong broken ( | ||
M O coated partings throughout; rehealed vertical joint 3 - | M O coated partings throughout; rehealed vertical joint 3 - | ||
w 3h.5-3h.8'; possible slickensides 2 26.3 'c 27' Z | w 3h.5-3h.8'; possible slickensides 2 26.3 'c 27' Z jn1 - | ||
jn1 - | |||
y j,9 3.f Shaly sandstone; brick red; broken 37.2-38.6'; good core fp.. .vs. o below38.6'; high amount of limy inclusions 3 39.8-ho.6'- | y j,9 3.f Shaly sandstone; brick red; broken 37.2-38.6'; good core fp.. .vs. o below38.6'; high amount of limy inclusions 3 39.8-ho.6'- | ||
l A - | l A - | ||
rives a cene1 _ .-stm m -ameseca. m .v. -.1 -.b..laa - -+d:: = 5 a' r l n 4' No loss of drill water | rives a cene1 _ .-stm m -ameseca. m .v. -.1 -.b..laa - -+d:: = 5 a' r l n 4' No loss of drill water T. J. | ||
T. J. | |||
t? ?, ' N .. . | t? ?, ' N .. . | ||
. E G | |||
. E | |||
G | |||
= 0002 !66 | = 0002 !66 | ||
= | = | ||
Sheet 83 Amend-2 (10-2-67) au.ase use | Sheet 83 Amend-2 (10-2-67) au.ase use | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
Soll CLA531FICAT10N $HEET SHEET 1 ROJECT: ''a+ d n, W.O. W9-U $1TE AREA SP'e Vile Isin rd DRILL HOLE | Soll CLA531FICAT10N $HEET SHEET 1 ROJECT: ''a+ d n, W.O. W9-U $1TE AREA SP'e Vile Isin rd DRILL HOLE | ||
Line 8,830: | Line 3,946: | ||
C oeroe | C oeroe | ||
$PT Grenuier a gggg g$ ' | $PT Grenuier a gggg g$ ' | ||
4 z g . Soll DESCRIPTION W $ ile e Blews/ e : U | 4 z g . Soll DESCRIPTION W $ ile e Blews/ e : U Gre en Chemisel Co.,, | ||
*L 8E e Density (or Censlatency), Celer s Renee W ' Size she ,e Geete ,se oe,e, 8 6 in. d cE Seil Type . Aesesseries 5 Cwe Reo GrW wet % | |||
Gre en Chemisel Co.,, | |||
*L 8E e Density (or Censlatency), Celer s Renee W ' Size she ,e Geete ,se oe,e, 8 6 in. d cE | |||
Seil Type . Aesesseries 5 Cwe Reo GrW wet % | |||
enstmelen rehte 6 12 18 R ua Core | enstmelen rehte 6 12 18 R ua Core | ||
/ / J J !$ 1ppe{greyr,sil,tj trace of ccal; _ -eist J 4 1 28 ~*' | / / J J !$ 1ppe{greyr,sil,tj trace of ccal; _ -eist J 4 1 28 ~*' | ||
3ed. dense td v. dense; ligit brewr si ; $y sub - | 3ed. dense td v. dense; ligit brewr si ; $y sub - | ||
J .tr .pr Ja ',-{SJand i gravel; trace of coal +- 1 " arg _ dry | J .tr .pr Ja ',-{SJand i gravel; trace of coal +- 1 " arg _ dry g 4 ff g .L.5-6.0' sample is ver/ dry red ,, | ||
J' x3- // /7 o': Sed, dense; multi-colored sand t rub . ~1st t | |||
g 4 ff g .L.5-6.0' sample is ver/ dry red ,, | j jj jj g (,'e Jrs2/el; trace of silt; trace of 1" rdd - | ||
,o1 <o a 1 rdd - dry 1 to 1 /A' i.* o ,? - | |||
J' x3- // /7 o': Sed, dense; multi-colored sand t rub . ~1st | |||
,o1 <o a 1 rdd - dry | |||
1 to 1 /A' i.* o ,? - | |||
~ | ~ | ||
r /1 go y/ f.$ dense; tan send k gravel; v. dry - | r /1 go y/ f.$ dense; tan send k gravel; v. dry - | ||
dr/ | dr/ | ||
p y .yy g,, ,4 ,y . cense; multi-colorec sil ty sar.d suo , | p y .yy g,, ,4 ,y . cense; multi-colorec sil ty sar.d suo , | ||
a f". l,: gravel; trace cf red decom;:ored (}" rdd _ cist 2'1M M | a f". l,: gravel; trace cf red decom;:ored (}" rdd _ cist 2'1M M y | ||
y | |||
/0 a ar ru *f shale; | /0 a ar ru *f shale; | ||
. As trace of coal rdd . | . As trace of coal rdd . | ||
.g . . | .g . . | ||
, V .~ -. - | , V .~ -. - | ||
4o um7df. - | 4o um7df. - | ||
NO PiCOVF.RY - | NO PiCOVF.RY - | ||
Line 8,870: | Line 3,970: | ||
'.N T. dense as next abo e i | '.N T. dense as next abo e i | ||
en 3/ 39 c . | en 3/ 39 c . | ||
-cist | -cist | ||
-j.s +f y7 9/ .'*g | -j.s +f y7 9/ .'*g | ||
.i '.J/. de.nse; brown sand t gravel 4- {" ard-rdd uet j .h Lemo/a ";-; tfo recove:/ - | .i '.J/. de.nse; brown sand t gravel 4- {" ard-rdd uet j .h Lemo/a ";-; tfo recove:/ - | ||
3egin coring 3 23.9' | 3egin coring 3 23.9' l | ||
l | |||
Oi i. | Oi i. | ||
i 0002 !67 Sheet & Amend-2 (10-2-67) o | |||
i | |||
0002 !67 | |||
Sheet & Amend-2 (10-2-67) o | |||
l l | l l | ||
GILBERT ASSOCIATE $. INC. | GILBERT ASSOCIATE $. INC. | ||
ROCK Cl.AS$1FICATION, SHEET 5HEET | ROCK Cl.AS$1FICATION, SHEET 5HEET | ||
* OP 0 DATE 8 l' '7 r " a t_ T A /*n . NO. M o9.c1 DRILL HOLE NO. '" * ' | * OP 0 DATE 8 l' '7 r " a t_ T A /*n . NO. M o9.c1 DRILL HOLE NO. '" * ' | ||
* f | * f 1 | ||
l OTOR _ Edtn. Se r-rices SITE AREA Three vile Isl and ELEv. M0.2' l gg MY COORDINATES ANGLE ve r+ ic al ha BEARING LO.0' i SY GwL DEPTH ) | |||
OTOR _ Edtn. Se r-rices SITE AREA Three vile Isl and ELEv. M0.2' l gg MY COORDINATES ANGLE ve r+ ic al ha BEARING LO.0' i SY GwL DEPTH ) | |||
Core D E SC RIP TIO N Ree. y e REMARK $ | Core D E SC RIP TIO N Ree. y e REMARK $ | ||
e 3 Reeli eype, celer geein el,e & she,e bedding (engle ehiehness), freetweee, foules, Condition el seee. | e 3 Reeli eype, celer geein el,e & she,e bedding (engle ehiehness), freetweee, foules, Condition el seee. | ||
! l | ! l | ||
- g 3 1.ines (engle, filling, ees.), permeability, ele ,eeien, weesh ing, ehemisel Escoveeing e,elvet 3 as d e ..es ees. | - g 3 1.ines (engle, filling, ees.), permeability, ele ,eeien, weesh ing, ehemisel Escoveeing e,elvet 3 as d e ..es ees. | ||
= | = | ||
=_ | =_ | ||
t19 ,, | t19 ,, | ||
E4 3efin COrinf 3 03.9' = | E4 3efin COrinf 3 03.9' = | ||
y;.y. , - | y;.y. , - | ||
Sandstone; brick red to reddish gray; good core; oieces__too of sound r | Sandstone; brick red to reddish gray; good core; oieces__too of sound r | ||
,e . ,y,. up to 1.?' in length; weathered 73.9 95.3'; water coursti 27.6' | ,e . ,y,. up to 1.?' in length; weathered 73.9 95.3'; water coursti 27.6' | ||
Line 8,949: | Line 3,997: | ||
* 28.3-79.6a ; | * 28.3-79.6a ; | ||
We 4f5#* /:. vertical jointing ?9.6-30.P'; fine arsined; bedding 2 -.~ | We 4f5#* /:. vertical jointing ?9.6-30.P'; fine arsined; bedding 2 -.~ | ||
@ 35*h0*, - | @ 35*h0*, - | ||
. m 2' nL - | . m 2' nL - | ||
. za /,f p' Silty snale; brick red; fine grained: med. hard; small Z | . za /,f p' Silty snale; brick red; fine grained: med. hard; small Z 1/16" diameter; limy inclusters throuchout; good core - | ||
1/16" diameter; limy inclusters throuchout; good core - | |||
54 with pieces up to .6"; bedding at 3hi rertical jcintinr2 ef ' A.o 35.h ,368 ; thomsonite coated bedding clane i 37.6"; seve5il | 54 with pieces up to .6"; bedding at 3hi rertical jcintinr2 ef ' A.o 35.h ,368 ; thomsonite coated bedding clane i 37.6"; seve5il | ||
__1._- | __1._- | ||
1 1 n..- ,__,-,r..-a.. | 1 1 n..- ,__,-,r..-a.. | ||
T. D. h0.0' No less of drill wster Z | T. D. h0.0' No less of drill wster Z | ||
= | = | ||
= | = | ||
E 0002 168 l | |||
E | |||
0002 168 l | |||
l l | l l | ||
l Sheet c5 Amend-2 (10-2-o7) . . . . . . . , , . . | l Sheet c5 Amend-2 (10-2-o7) . . . . . . . , , . . | ||
Line 8,999: | Line 4,012: | ||
l | l | ||
i l | i l | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
SOIL C1.A55IFICATION SHEET | SOIL C1.A55IFICATION SHEET | ||
~ | ~ | ||
SHEET ROJ ECT : 'd a + "d "a W.O. 'M M _ d SITE AREA % -a = "*'s % '_ . a DRILL HOLE I ONTRACTOR: Fdtn. Se: rices COORDINAT E5_ E LEVATION I RILLER : GWL 0 HR$_. | SHEET ROJ ECT : 'd a + "d "a W.O. 'M M _ d SITE AREA % -a = "*'s % '_ . a DRILL HOLE I ONTRACTOR: Fdtn. Se: rices COORDINAT E5_ E LEVATION I RILLER : GWL 0 HR$_. | ||
.'LA$$1FIED SY : 'M | .'LA$$1FIED SY : 'M DAT!: 21D 24 HR5 C oors e g $PT Grenvier REMARKS SOIL DESCRIPTION M Seils z .2 , | ||
DAT!: 21D 24 HR5 C oors e g $PT Grenvier REMARKS SOIL DESCRIPTION M Seils z .2 , | |||
Bl ws/ . Chemical Camp, ) | Bl ws/ . Chemical Camp, ) | ||
{ E i Density (w Consistency), Colw ? "'* | { E i Density (w Consistency), Colw ? "'* | ||
E "5 4 . f$"e G..legie Dete, j, 6 la- 5 5.ir Ty,. . Ace... i.. | E "5 4 . f$"e G..legie Dete, j, 6 la- 5 5.ir Ty,. . Ace... i.. | ||
d Cn. R.e. C ' *= ad * * '*'. | d Cn. R.e. C ' *= ad * * '*'. | ||
Construction Proble l 6 12 18 R un Cee. I j y j g g _pfse; orange brown silt i gravel 43/h" .yj]t id - cist | Construction Proble l 6 12 18 R un Cee. I j y j g g _pfse; orange brown silt i gravel 43/h" .yj]t id - cist y 7 g f2 3.Q -+1ec cense to cense; brewr sar.d ;' are_- | ||
y 7 g f2 3.Q -+1ec cense to cense; brewr sar.d ;' are_- | |||
' i | ' i | ||
- fi gravel; trace of silt; trace cf coal ' 2." rdd - dry | - fi gravel; trace of silt; trace cf coal ' 2." rdd - dry | ||
: J // /t /6 : +:_ax - | : J // /t /6 : +:_ax - | ||
g fa p g 3,s. 1.ed. dense; multi-colored sar.d & . nb - | g fa p g 3,s. 1.ed. dense; multi-colored sar.d & . nb - | ||
gravel; some silt; some coal -1 " rdd_- moist | gravel; some silt; some coal -1 " rdd_- moist | ||
: 4 /4 /3 /J de e '.,, g -aa - | : 4 /4 /3 /J de e '.,, g -aa - | ||
/, fo ,ct a h,i ped. dense; brown sand k gravel; sub | /, fo ,ct a h,i ped. dense; brown sand k gravel; sub | ||
, y j, ,, jf f,4 ,,some coal throughout rdd__ nist | , y j, ,, jf f,4 ,,some coal throughout rdd__ nist | ||
' .s ,l" rdd . | |||
' .s ,l" | |||
rdd . | |||
f /J /l- /'7 ?,Y : ' | f /J /l- /'7 ?,Y : ' | ||
.o | .o | ||
: 9 3 At 66 n .s g - | : 9 3 At 66 n .s g - | ||
I'> 4 ray shale boulder; t. hard - | I'> 4 ray shale boulder; t. hard - | ||
(crred) | (crred) | ||
Line 9,043: | Line 4,041: | ||
#V' - | #V' - | ||
j,f gf y g .f. | j,f gf y g .f. | ||
< !6. | < !6. | ||
gravel; trace of silt & clay; trace of coal <. 7 ,, rdd - | gravel; trace of silt & clay; trace of coal <. 7 ,, rdd - | ||
/_t Jf Jo 29 - - | /_t Jf Jo 29 - - | ||
, a.y.- | , a.y.- | ||
O 4 '7/ 93 if' | O 4 '7/ 93 if' | ||
: j. pi. .5 -21.3' gl,ight ag%+ pf decomcos ed "'t | : j. pi. .5 -21.3' gl,ight ag%+ pf decomcos ed "'t | ||
- - -n .o - | - - -n .o - | ||
.' Tegin coring | .' Tegin coring 21 .6' | ||
21 .6' | |||
-e _ _ | -e _ _ | ||
s g | |||
s | |||
g | |||
_ _ _1 O._~ : | _ _ _1 O._~ : | ||
.. . 0002. !6_9 . | .. . 0002. !6_9 . | ||
q Sheet c6 Amend-2 (10-2-67) G 4 | q Sheet c6 Amend-2 (10-2-67) G 4 | ||
GII.BERT ASSOCIATES, INC. | GII.BERT ASSOCIATES, INC. | ||
ROCK CLAS$1FICATION, SHEET SNEET 7 OF ] _ | ROCK CLAS$1FICATION, SHEET SNEET 7 OF ] _ | ||
Line 9,104: | Line 4,065: | ||
* 7 3 Reek type, seier grein sine & shape bedding (engle thickness). fractur's, faults, Cendition el core. | * 7 3 Reek type, seier grein sine & shape bedding (engle thickness). fractur's, faults, Cendition el core. | ||
1 g j loints (engle, filling, etc.), permeebility, alteretion, weathering, chemical Excavating evelvet at composition etc. | 1 g j loints (engle, filling, etc.), permeebility, alteretion, weathering, chemical Excavating evelvet at composition etc. | ||
1 Z | |||
i Etoo of sound r ZT M.6' sn n t. - | |||
1 | |||
Z | |||
i | |||
Etoo of sound r ZT M.6' | |||
sn n t. - | |||
j *f.2. | j *f.2. | ||
2 Shale; brick red; broken w/cieces 3"; fire grained; , Z | 2 Shale; brick red; broken w/cieces 3"; fire grained; , Z broken 3 23 2', Ph.?' & 96.5'-97.3'; beddirg | ||
* 35-h0; --- | * 35-h0; --- | ||
/J f' | /J f' | ||
Line 9,131: | Line 4,075: | ||
, 97 es 1. ~; Shaly sandstone; brick red & slichtly gray; fine grautneg good co re with pieces up to .8'; some limy inclusions _ | , 97 es 1. ~; Shaly sandstone; brick red & slichtly gray; fine grautneg good co re with pieces up to .8'; some limy inclusions _ | ||
1 m ~3: | 1 m ~3: | ||
throughout; bedding @ 37-35i slightly micaceous e 30.h 'I- | throughout; bedding @ 37-35i slightly micaceous e 30.h 'I- | ||
[ w ,ce (% ;,", vertical fractures 33.6-3h.0'; slight amount of mineral - | [ w ,ce (% ;,", vertical fractures 33.6-3h.0'; slight amount of mineral - | ||
w . ,! , ization along parting @ 35.6' C | w . ,! , ization along parting @ 35.6' C | ||
{ T. D . 37.0' No loss of drill water 2 | { T. D . 37.0' No loss of drill water 2 l : | ||
Z l - | |||
l : | |||
Z | |||
l - | |||
(e < | (e < | ||
= | = | ||
0002 170 1 | |||
0002 170 | Sheet C7 Amend-2 (10-2-67) ase-sse ties | ||
GILBERT A530CIATES, INC. | GILBERT A530CIATES, INC. | ||
SOIL CLASSIFICATION SHEET SHEET 7 ROJECT: e. +. N Pr - W.O. 1.1 0 9.0 SITE AREA *a a 'm a eM DM N ONTRACTOR: Id*n . 9e"*r4 c?s COCRDINATES ELEVATION RILLER : GWL 0 HRS LA55tFIED BY: DJS DATE: 0-1 #'7 24 HR5 C Coers e i Grenuler REMARKS 4 5PI . Soll DESCRIPTION A Seils I | SOIL CLASSIFICATION SHEET SHEET 7 ROJECT: e. +. N Pr - W.O. 1.1 0 9.0 SITE AREA *a a 'm a eM DM N ONTRACTOR: Id*n . 9e"*r4 c?s COCRDINATES ELEVATION RILLER : GWL 0 HRS LA55tFIED BY: DJS DATE: 0-1 #'7 24 HR5 C Coers e i Grenuler REMARKS 4 5PI . Soll DESCRIPTION A Seils I | ||
Line 9,181: | Line 4,091: | ||
* U Range Grein g ,g Density (or Consistency), Celer j e | * U Range Grein g ,g Density (or Consistency), Celer j e | ||
y $ise $he,e Geelegic Dete, I | y $ise $he,e Geelegic Dete, I | ||
l 6 in. .5 A Se; Type . Accesseries :s Core R e c. O ''"d * * '''' | |||
l Constewetion Preble 6 12 18 Run Core | l Constewetion Preble 6 12 18 Run Core | ||
_ j g g g fj _gose; brown silt; trace of gravel _ reist V /g /f J/ fif _wense to v. dense; brown sand i | _ j g g g fj _gose; brown silt; trace of gravel _ reist V /g /f J/ fif _wense to v. dense; brown sand i | ||
$1" sub - | $1" sub - | ||
J 4*Je 44 T gravel; trace of silt; trace of co 1 ang _ meist i /.o .h.5-6.0' trace of decomcos ed shale sub _ | J 4*Je 44 T gravel; trace of silt; trace of co 1 ang _ meist i /.o .h.5-6.0' trace of decomcos ed shale sub _ | ||
4, 19 Je .3 f *:a 1.o +* | 4, 19 Je .3 f *:a 1.o +* | ||
_ g- f;. /3- /r ,%_Eence to ned. dense; multi-colored; sub _ | _ g- f;. /3- /r ,%_Eence to ned. dense; multi-colored; sub _ | ||
6 6 // /1 'k''. s | 6 6 // /1 'k''. s | ||
-Sit y Sand k fravel; trace of coal _l" nu- . -cist | -Sit y Sand k fravel; trace of coal _l" nu- . -cist 7 9 7 // 'd. h"g e p.,pepse; sand a gravel; trace of t)" sub rdd-rdd -cist i 'j 4 vens crown sanc; mas-e, +.tr. ace or gravell - | ||
7 9 7 // 'd. h"g e p.,pepse; sand a gravel; trace of t)" sub rdd-rdd -cist i 'j 4 vens crown sanc; mas-e, +.tr. ace or gravell - | |||
drr - meist f jg j9 yf .- _/so.e;.-a | drr - meist f jg j9 yf .- _/so.e;.-a | ||
_ 4 1 ruo , .mo ts t p g gg 4 .;.(,J . cense; -ult:.-colorec; sand, s111. | _ 4 1 ruo , .mo ts t p g gg 4 .;.(,J . cense; -ult:.-colorec; sand, s111. | ||
,5 'q _4 gravel; trace of coal; some de- | ,5 'q _4 gravel; trace of coal; some de-W. | ||
W. | |||
p <,f,~ f--_ / | p <,f,~ f--_ / | ||
h g oosed shale 9" rdd . wet v j .f . | h g oosed shale 9" rdd . wet v j .f . | ||
g7 _7. dense; brown silty send & grave . ; sub _ _ reist | g7 _7. dense; brown silty send & grave . ; sub _ _ reist | ||
# JO '3M Sd _ve r'/ we t ' 19.5-21.0'; trace of rdd . | # JO '3M Sd _ve r'/ we t ' 19.5-21.0'; trace of rdd . | ||
Line 9,209: | Line 4,112: | ||
qn ~ | qn ~ | ||
M Y2J3 ,2f . | M Y2J3 ,2f . | ||
wet | wet | ||
_i | _i | ||
Line 9,217: | Line 4,119: | ||
[21.5-??.5 8 decomposed brovn- red shale | [21.5-??.5 8 decomposed brovn- red shale | ||
_ _Begin coring ? ?3.0 ' _ | _ _Begin coring ? ?3.0 ' _ | ||
: : 0002 !71 | : : 0002 !71 | ||
()( -- | ()( -- | ||
g_ | g_ | ||
Sheet 88 Amend-2 (10-2-67) o | Sheet 88 Amend-2 (10-2-67) o | ||
Line 9,253: | Line 4,129: | ||
.CTOR Edtn. Ee M M SITE ARE A %. ve o ?.1.-a ELEY. OC8 C' ZE 'ri COORDINATES ANCLE vertical | .CTOR Edtn. Ee M M SITE ARE A %. ve o ?.1.-a ELEY. OC8 C' ZE 'ri COORDINATES ANCLE vertical | ||
__ hn BEARING D BY: GWL DEPTH 10 O' | __ hn BEARING D BY: GWL DEPTH 10 O' | ||
( | ( | ||
. Cee. _ r 5CRIPTION Rec. | . Cee. _ r 5CRIPTION Rec. | ||
Line 9,261: | Line 4,136: | ||
f 1 g 3 ienne. Ieng,te, filling, sec.), .eehility, eleeration, -ee.herine, chemicalbedding (snele thidness), | f 1 g 3 ienne. Ieng,te, filling, sec.), .eehility, eleeration, -ee.herine, chemicalbedding (snele thidness), | ||
Escoveting evolve fractur e, faults o ar . ..,e . ,e ien etc. | Escoveting evolve fractur e, faults o ar . ..,e . ,e ien etc. | ||
Z C | Z C | ||
. m ,s Begin corine @ 23.0' - | . m ,s Begin corine @ 23.0' - | ||
fr e. , (/ Shale and sandstone; interbedded; brick red; slightly Z too of sound i a Fj limy in shaly areas; good core; pieces up to .8' in s.: u., * . . ' | fr e. , (/ Shale and sandstone; interbedded; brick red; slightly Z too of sound i a Fj limy in shaly areas; good core; pieces up to .8' in s.: u., * . . ' | ||
2 23.5' w4 ,.' length; moderately broken with very broken gone @ 33.0-Z Jh.0' (p'ssible water course); bedding 7 37; v.n0x - | 2 23.5' w4 ,.' length; moderately broken with very broken gone @ 33.0-Z Jh.0' (p'ssible water course); bedding 7 37; v.n0x - | ||
g' y staining along partings throughout; jointing + high sngka s a- with themsonite minerliration along joint planes 0 Z | g' y staining along partings throughout; jointing + high sngka s a- with themsonite minerliration along joint planes 0 Z | ||
.e | .e | ||
.; 37.o' & 38.5' - | .; 37.o' & 38.5' - | ||
Z na '/4So ~ | Z na '/4So ~ | ||
T. D. No loss of drill water | T. D. No loss of drill water | ||
~ | ~ | ||
, a.. | , a.. | ||
E DD02 172 sheet 89 Amend-2 (10-2-67) . ..u. ei | |||
E | |||
DD02 172 | |||
sheet 89 Amend-2 (10-2-67) . ..u. ei | |||
l l | l l | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
SOIL CLASSIFICATION SHEET l $HEET 1 1 | SOIL CLASSIFICATION SHEET l $HEET 1 1 | ||
ROJECT: Met Ed Co. w,o, L192 51 51TE AREA Three hile Island DRILL HOLE ONTRACTOR: .dtn. Services f:CORDINATES E LEV ATION RlLLER: GWL O HR5_ | ROJECT: Met Ed Co. w,o, L192 51 51TE AREA Three hile Island DRILL HOLE ONTRACTOR: .dtn. Services f:CORDINATES E LEV ATION RlLLER: GWL O HR5_ | ||
LA55tFIED BY: Ud3 DATE: 8-3-07 24 HR$ 1 | LA55tFIED BY: Ud3 DATE: 8-3-07 24 HR$ 1 C ears e Grenvier REMARKS g 5PT , | ||
C ears e Grenvier REMARKS g 5PT , | |||
SOIL DESCRIPTION d Seils I * , | SOIL DESCRIPTION d Seils I * , | ||
Che.nical Camp, | Che.nical Camp, | ||
* Sl*=s/ $ j- Density (or Consistency), Celee U 3 Gre 6n j y Rene.e | * Sl*=s/ $ j- Density (or Consistency), Celee U 3 Gre 6n j y Rene.e | ||
$43 She,. Geelegic Dete, f | $43 She,. Geelegic Dete, f | ||
Line 9,342: | Line 4,162: | ||
- / .2. G r hI .cose to ced. dense; orange brewr.; uue . | - / .2. G r hI .cose to ced. dense; orange brewr.; uue . | ||
a Li lt & gravel; trace of coal 41" ~dd- eict 9 ~ | a Li lt & gravel; trace of coal 41" ~dd- eict 9 ~ | ||
.1 7 /0 es so ~u | .1 7 /0 es so ~u | ||
, a 4 e .g l !ad. dense; brown sand i grsvel; scre w - , , , | , a 4 e .g l !ad. dense; brown sand i grsvel; scre w - , , , | ||
p g 9 g k ').' | p g 9 g k ').' | ||
*[. | *[. | ||
,' >ilt; trace of coal; less gravel qn .fr#~ | ,' >ilt; trace of coal; less gravel qn .fr#~ | ||
4, dth depth ,,g~; - | 4, dth depth ,,g~; - | ||
S ,a /7 as h.t.:.. - | S ,a /7 as h.t.:.. - | ||
. ~- j t-g ,, g, 74 :: - - | |||
. ~- j t- | |||
g ,, g, 74 :: - - | |||
J, . . . . | J, . . . . | ||
7 /4 7 /6 . | 7 /4 7 /6 . | ||
r | r | ||
.I. =e- | .I. =e- | ||
> cnse as above ~ | > cnse as above ~ | ||
f <3 t/ so .*. ~.,,, | f <3 t/ so .*. ~.,,, | ||
9 /g .:r 47 ,j " dense; rulti-colered sand, silty; rdd._ | 9 /g .:r 47 ,j " dense; rulti-colered sand, silty; rdd._ | ||
i | i | ||
Line 9,377: | Line 4,185: | ||
d ., | d ., | ||
~ | ~ | ||
~ | ~ | ||
-.M 4/ Jo 4,7 '? ~a s - | -.M 4/ Jo 4,7 '? ~a s - | ||
k f,s 4 py gf ;!.X dense; brown sand 4 gravel; tracc cub - | k f,s 4 py gf ;!.X dense; brown sand 4 gravel; tracc cub - | ||
lA &, | lA &, | ||
%e.' silt; trace of ccal < i" rdd - wet g M' 6/ Y . .- ,, . y reg - | %e.' silt; trace of ccal < i" rdd - wet g M' 6/ Y . .- ,, . y reg - | ||
"Segin coring i 22.8' j | |||
1 l | |||
"Segin | . . i C: . | ||
DDD2173 4- - | |||
coring i 22.8' | |||
j | |||
1 | |||
l | |||
. . i | |||
C: . | |||
DDD2173 | |||
4- - | |||
e,. . _ | e,. . _ | ||
Sheet CO Amend-2 (10 2-67) o | Sheet CO Amend-2 (10 2-67) o | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
ROCK CLASSIFICATION,5HEET SHEET 2 DATE op 9-1-47 2 | ROCK CLASSIFICATION,5HEET SHEET 2 DATE op 9-1-47 2 | ||
Line 9,434: | Line 4,204: | ||
f | f | ||
'e 3 Rock pe, celer eroin sine & shape bedding (engle ehickness), frecevees, favies, Condition of cene. | 'e 3 Rock pe, celer eroin sine & shape bedding (engle ehickness), frecevees, favies, Condition of cene. | ||
o l | o l | ||
oc v | oc v | ||
; a'. 3 loints engle, filling, etc.), poemeability, alteresien, weethering, chemical Escovering evolve, i . e. ..i.n e... | ; a'. 3 loints engle, filling, etc.), poemeability, alteresien, weethering, chemical Escovering evolve, i . e. ..i.n e... | ||
~_ | ~_ | ||
se r es t j anale; cricx reo; caaly orcxen w/no pieces 1"; organic-;sounc rocx | se r es t j anale; cricx reo; caaly orcxen w/no pieces 1"; organic-;sounc rocx | ||
* i fr 40 3,s e seams a 25 3 & 27.8'; Mn0x staining throughout; clightly | * i fr 40 3,s e seams a 25 3 & 27.8'; Mn0x staining throughout; clightly | ||
,,, ,y , micaceous 9 24.2'; vertical joint a 23 6 h 27.2'; breakge due to joint Shale; red 'e green mottled; broken w/ pieces L"; severaE | ,,, ,y , micaceous 9 24.2'; vertical joint a 23 6 h 27.2'; breakge due to joint Shale; red 'e green mottled; broken w/ pieces L"; severaE | ||
. s.2.s emell_organte_s | . s.2.s emell_organte_s | ||
-..2 a ,. s_ t,a,_28,.9_'., | -..2 a ,. s_ t,a,_28,.9_'., | ||
29,3'_ & 30.L' (g een Clay)r lir7 y g / | |||
29,3'_ & 30.L' (g een Clay)r lir7 | |||
y g / | |||
/ | / | ||
.u, Shale; {ppn,}i-%ipod, | .u, Shale; {ppn,}i-%ipod, | ||
. ~ . . , , , - - . . | . ~ . . , , , - - . . | ||
cop gpes;g73lj,sp {}'] gg y,g}ay; sly or Shale; brick red; good core; weathered e 36.2-37.2'; _ | |||
cop gpes;g73lj,sp {}'] gg y,g}ay; sly or | |||
Shale; brick red; good core; weathered e 36.2-37.2'; _ | |||
se Mn0x staining along some partings; calcite coated high _-' | se Mn0x staining along some partings; calcite coated high _-' | ||
Y. '# M un a angle ioint Q 40.0'; beddine a 30-35* - | Y. '# M un a angle ioint Q 40.0'; beddine a 30-35* - | ||
T. D. No loss of drill water - | T. D. No loss of drill water - | ||
r - | r - | ||
l _ | l _ | ||
i | i | ||
.. ( _ | .. ( _ | ||
C AnA7 17A | C AnA7 17A | ||
_ UUU( I f 't Sheet 01 Amend-2 (10 2 67) ....a2. ii .. | _ UUU( I f 't Sheet 01 Amend-2 (10 2 67) ....a2. ii .. | ||
Line 9,511: | Line 4,238: | ||
LAS$1FIED BY: 3J3 DATE: 5-11 47 24 HR5 0 Coerse Grenuler g ^ K$ | LAS$1FIED BY: 3J3 DATE: 5-11 47 24 HR5 0 Coerse Grenuler g ^ K$ | ||
d 5PT SolL DESCRIPTION d Seils z g e d Range Grein Chemical Camp, E Density (or Consistency), Celer s i W ' Sise Shep. Geelegic Dee , | d 5PT SolL DESCRIPTION d Seils z g e d Range Grein Chemical Camp, E Density (or Consistency), Celer s i W ' Sise Shep. Geelegic Dee , | ||
j 6 in. -i cC Seil Type . Accessories g _ p, g, ,,,,, | |||
g ,, g_ Conservction Proble 6 12 is g .,;r g (,, j*3 gpose; browr. Filt w/ sone gravel . meist | g ,, g_ Conservction Proble 6 12 is g .,;r g (,, j*3 gpose; browr. Filt w/ sone gravel . meist | ||
'7 /9 /7 'j,i peri. dense; brnwn sa rri cnd gravel; | '7 /9 /7 'j,i peri. dense; brnwn sa rri cnd gravel; A sub - d:/ | ||
A sub - d:/ | |||
_ g ,,p jp y / | _ g ,,p jp y / | ||
.g | .g | ||
Line 9,522: | Line 4,247: | ||
d /4 ? '7 a.'\ ,. _ | d /4 ? '7 a.'\ ,. _ | ||
< 1" _ | < 1" _ | ||
s aw 9 : o' | s aw 9 : o' | ||
* | * g r ; a '33 - | ||
g r ; a '33 | |||
-o is t | -o is t | ||
'r J f a 59. y, - | 'r J f a 59. y, - | ||
~ | ~ | ||
f (,, d, 4 {:- Vpse;,)rogy,,pnd; scme coal; traca ~ | f (,, d, 4 {:- Vpse;,)rogy,,pnd; scme coal; traca ~ | ||
meist | meist 9 /d /2 /f OI , Dense; .u"ti-colored sand, silty; sub . | ||
9 /d /2 /f OI , Dense; .u"ti-colored sand, silty; sub . | |||
i | i | ||
/4 6 #di 4 A* .h gravel; '. race of coal dl s, <{" rdd-. | /4 6 #di 4 A* .h gravel; '. race of coal dl s, <{" rdd-. | ||
oist 2 ~ . | |||
oist | |||
2 ~ . | |||
_ f z G, _ No recovery . | _ f z G, _ No recovery . | ||
AoaAnfM_. :~ | AoaAnfM_. :~ | ||
Line 9,560: | Line 4,269: | ||
_ rdd . mois t - wet 2 . ..m . | _ rdd . mois t - wet 2 . ..m . | ||
_ _ 2e(rin coring 2 22.5' . | _ _ 2e(rin coring 2 22.5' . | ||
C~3 j _ _ . | C~3 j _ _ . | ||
: : : 0002 175 | : : : 0002 175 o | ||
Sheet 92 Amend-2 (10-2-67) | |||
GILBERT ASSOCIATES. INC. | GILBERT ASSOCIATES. INC. | ||
Line 9,593: | Line 4,279: | ||
i sy GWL DEPTH 37.0' Cor e DE5CR1PTI0N Rec. e REMARK $ | i sy GWL DEPTH 37.0' Cor e DE5CR1PTI0N Rec. e REMARK $ | ||
f 7, 3 Rock type, celer grein sine & shape, bedding (engle thickness), fracturse, favies, Condition of core. | f 7, 3 Rock type, celer grein sine & shape, bedding (engle thickness), fracturse, favies, Condition of core. | ||
3 l | 3 l | ||
CK y | CK y | ||
{ g j loints (engle, filling, etc.), permeability, alteration, weethering, chemical composetion Excaveting evolvet etc. | { g j loints (engle, filling, etc.), permeability, alteration, weethering, chemical composetion Excaveting evolvet etc. | ||
= | = | ||
Z | Z n_c te - | ||
n_c te - | |||
.';- Shaly sandstone; brick red; fine grained; badly broken;Z top of sound r | .';- Shaly sandstone; brick red; fine grained; badly broken;Z top of sound r | ||
% J* . | % J* . | ||
Line 9,623: | Line 4,291: | ||
c3_5-t _ | c3_5-t _ | ||
pessible water course 3 26.5'; coarse- 29.h' - | pessible water course 3 26.5'; coarse- 29.h' - | ||
/ Shale; brick red; broken frem 26.5-29.S'; moderately - | / Shale; brick red; broken frem 26.5-29.S'; moderately - | ||
94, .+(s broken 29.8-37.0'; broken due to vertical .icintine 32- Znuch zrinding m / 35.h'; good core 35.h-37.0'; vertical the- sonite -run 27.0-32.0 ' | 94, .+(s broken 29.8-37.0'; broken due to vertical .icintine 32- Znuch zrinding m / 35.h'; good core 35.h-37.0'; vertical the- sonite -run 27.0-32.0 ' | ||
#1 / | #1 / | ||
/ coated joint 2 32.0-35.h '; bedding ? 3h*; small limy e _ | / coated joint 2 32.0-35.h '; bedding ? 3h*; small limy e _ | ||
4 g 1/8'' diameter inclusions belcw 30.0'; rock becomes Z | 4 g 1/8'' diameter inclusions belcw 30.0'; rock becomes Z | ||
,,, // _ go sandy with depth - | ,,, // _ go sandy with depth - | ||
T. D. flo loss of drill water - | T. D. flo loss of drill water - | ||
=_ | =_ | ||
= | = | ||
1 q | |||
l c ' ~ ' | |||
5 0002 176 Sheet 93 Amend-2 (10-2-67) ese. ase use | |||
1 | |||
c ' ~ ' | |||
5 0002 176 | |||
Sheet 93 Amend-2 (10-2-67) ese. ase use | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
Line 9,679: | Line 4,314: | ||
LAS$1FIED BY : "J v "- DATE: p ~3 69 24 HR$ _ | LAS$1FIED BY : "J v "- DATE: p ~3 69 24 HR$ _ | ||
C earse Granuler REMARKS g $PT - Soll DESCRIPTION W 5eits Z _. | C earse Granuler REMARKS g $PT - Soll DESCRIPTION W 5eits Z _. | ||
,e Blows / U | ,e Blows / U Range Grein Ch . cel Ceap. | ||
Range Grein Ch . cel Ceap. | |||
$" i Density (or Consistency) Celer j ,3 $63. Geologic Dete, Shere 6 In. $ Seil Type . Accessaries vs d Core R ec. O'*"d **''4 Construction Preble Rm Cm | $" i Density (or Consistency) Celer j ,3 $63. Geologic Dete, Shere 6 In. $ Seil Type . Accessaries vs d Core R ec. O'*"d **''4 Construction Preble Rm Cm | ||
/ a g g _Jpc:n; orange brewr ril' ; rcre .*rs r** ; | / a g g _Jpc:n; orange brewr ril' ; rcre .*rs r** ; | ||
< 1" ""i ". " "9 ' ' ' - | < 1" ""i ". " "9 ' ' ' - | ||
4 4 < | 4 4 < | ||
/, /// d ~ Xcd . der.se .c dense ; brown nard '.- - | /, /// d ~ Xcd . der.se .c dense ; brown nard '.- - | ||
Line 9,693: | Line 4,324: | ||
o | o | ||
# // 6 I jj [Leocetored.donce;1sabova 4"1 - | # // 6 I jj [Leocetored.donce;1sabova 4"1 - | ||
3 4 (, J , :. - - | 3 4 (, J , :. - - | ||
[ /, .lc, 0 - | [ /, .lc, 0 - | ||
6 / e.2 b | 6 / e.2 b f j; g g- :); . Sed. dense; trewr car.d ei t.." "r.a . | ||
f j; g | |||
g- :); . Sed. dense; trewr car.d ei t.." "r.a . | |||
W Tij*1ye5 | W Tij*1ye5 | ||
~ ~ | ~ ~ | ||
f f // /3 a,5 F- - | f f // /3 a,5 F- - | ||
r.c.e.?.ec, -ret.m | r.c.e.?.ec, -ret.m | ||
- , s, i it1 sand rwe .l - | - , s, i it1 sand rwe .l - | ||
9 .G /f sy ax S e_, > | 9 .G /f sy ax S e_, > | ||
/0 0 # Id. 7/'* .12 5 1f."' ver; wet ; ern nar .lc . | /0 0 # Id. 7/'* .12 5 1f."' ver; wet ; ern nar .lc . | ||
_ // d5 f,d #1 .. ( _ | _ // d5 f,d #1 .. ( _ | ||
1*.- ~ i. dense; -':,,.1_colcre4 s elky samd | 1*.- ~ i. dense; -':,,.1_colcre4 s elky samd | ||
~ | ~ | ||
*rnec er e ' | *rnec er e ' | ||
Line 9,726: | Line 4,341: | ||
/2 53 45~/'' ./ ird ernc1 'n* | /2 53 45~/'' ./ ird ernc1 'n* | ||
_. w w .e . i,< | _. w w .e . i,< | ||
= | = | ||
yg 4, . ,o . ."n recover:* - | yg 4, . ,o . ."n recover:* - | ||
)y | )y | ||
" 21. e ea e v7c. | " 21. e ea e v7c. | ||
.a . +-rse; u c r.n w c . . | .a . +-rse; u c r.n w c . . | ||
_ 9ecin ceri"3 21."' _ | _ 9ecin ceri"3 21."' _ | ||
1 i | |||
1 | |||
i | |||
l | l | ||
\ _ . . | \ _ . . | ||
t | t | ||
/- - | /- - | ||
}yy n n n -) | }yy n n n -) | ||
['-- < | ['-- < | ||
UUUL I( a | UUUL I( a | ||
. .. t< _ | . .. t< _ | ||
l Sheet Ok Ar.end-2 (10-2-67) G ' | l Sheet Ok Ar.end-2 (10-2-67) G ' | ||
Line 9,776: | Line 4,360: | ||
\ l | \ l | ||
GILBERT ASSOCIATES. INC. | GILBERT ASSOCIATES. INC. | ||
ROCK CLASSIFICATION, SHEET SHEET 2 2 0F g DATE 3-3-67 W T M8t Ed CO* NO. E192-51 ORILL HOLE NO. M l'l CTOR Edtn. Services SITE AREA Three Mile Island ELEY. 200 l' ZE E __ COORDINAT E S ANGLE 'tertic a l k" 8 EARING | ROCK CLASSIFICATION, SHEET SHEET 2 2 0F g DATE 3-3-67 W T M8t Ed CO* NO. E192-51 ORILL HOLE NO. M l'l CTOR Edtn. Services SITE AREA Three Mile Island ELEY. 200 l' ZE E __ COORDINAT E S ANGLE 'tertic a l k" 8 EARING | ||
) BYs GWL 17.1 3 0 hrs. 17.9' 3 2L hrs. OEPTH 40.O' Co,e | ) BYs GWL 17.1 3 0 hrs. 17.9' 3 2L hrs. OEPTH 40.O' Co,e | ||
Line 9,784: | Line 4,366: | ||
!s l [ g 3 i.ines I.pe, n,i.,celer tilline, .es.), ,.,s ehility, eiv.,e,4. ele thickness), | !s l [ g 3 i.ines I.pe, n,i.,celer tilline, .es.), ,.,s ehility, eiv.,e,4. ele thickness), | ||
n, ..e h.,ine, fractures, ch..icel faults, Eneverin, e, elves a v ce=*esi' lea ''s. | n, ..e h.,ine, fractures, ch..icel faults, Eneverin, e, elves a v ce=*esi' lea ''s. | ||
Z sound rock 2 3/4 M4 _ | |||
Z | |||
sound rock 2 3/4 M4 _ | |||
f7, 74 Shale; brick red; good core; pieces up to .5'; broken : | f7, 74 Shale; brick red; good core; pieces up to .5'; broken : | ||
zones d 27-28 3', 30.5-33 5' & 37.7'; Mnox stainin0 | zones d 27-28 3', 30.5-33 5' & 37.7'; Mnox stainin0 7f #4 along sere partings; bedding 3 37*; becomes sandy frem E m 28.2-34.0'; vertical joints 3 26.l' & 39 0'-39 5'; cresc joints 3 29.5' & 31.8'; fine grained; med. hard to hard-J.1 : | ||
7f #4 along sere partings; bedding 3 37*; becomes sandy frem E m 28.2-34.0'; vertical joints 3 26.l' & 39 0'-39 5'; cresc joints 3 29.5' & 31.8'; fine grained; med. hard to hard-J.1 : | |||
/ | / | ||
/$ | /$ | ||
-.M_+1 | -.M_+1 | ||
* 7-so | * 7-so | ||
Line 9,818: | Line 4,376: | ||
fr as k : | fr as k : | ||
: s. M s. a ~ | : s. M s. a ~ | ||
A. D. 40.0' No loss of drill war,er l _ | A. D. 40.0' No loss of drill war,er l _ | ||
l s | |||
, s E | |||
O 0002 178 Sheet 95 Amend-2 (10-2-67) ese.ase vee | |||
l | |||
s | |||
, s | |||
E | |||
O 0002 178 | |||
Sheet 95 Amend-2 (10-2-67) | |||
ese.ase vee | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
SOIL CLASSIFICATION SHEET SHEET 1 40 JECT; :4et Ed Co. W.O. _ h19 ? _91 51TE AREA B ree '411e Island DRILL HOLE ONTRACTOR:?d+n. Eer* rices C00RDlHATES E L EV A TION . | SOIL CLASSIFICATION SHEET SHEET 1 40 JECT; :4et Ed Co. W.O. _ h19 ? _91 51TE AREA B ree '411e Island DRILL HOLE ONTRACTOR:?d+n. Eer* rices C00RDlHATES E L EV A TION . | ||
AlLLER: GWL 0 HRS._ | AlLLER: GWL 0 HRS._ | ||
LASSIFIED SY: ~JC DATE: E U7 24 HR$1 C ears e Grenvie' REMARKS g 5PT . Soll DESCRIPTION W Seils i Blows / 5 $ d Renee Grein Chemical Comp, g ac | LASSIFIED SY: ~JC DATE: E U7 24 HR$1 C ears e Grenvie' REMARKS g 5PT . Soll DESCRIPTION W Seils i Blows / 5 $ d Renee Grein Chemical Comp, g ac Density (or Consistency), Cele' 3 e Sim She ,e G. letic Dete, j 6 In. .5 ' | ||
Density (or Consistency), Cele' 3 e Sim She ,e G. letic Dete, j 6 In. .5 ' | |||
Seil Type . Accesseries d Core R ec. G'ewad **'''. | Seil Type . Accesseries d Core R ec. G'ewad **'''. | ||
6 12 18 R ua Core | 6 12 18 R ua Core | ||
/ # (, p .Dy _!.qcse; bmwn; silt ar.d sand | / # (, p .Dy _!.qcse; bmwn; silt ar.d sand | ||
Line 9,875: | Line 4,394: | ||
* _ ane_. | * _ ane_. | ||
.* _ Md - retst M If.< ,] s.i._n-f f - l 4 ff g jo 4,- fed. cense; brown sand + gravel; - | .* _ Md - retst M If.< ,] s.i._n-f f - l 4 ff g jo 4,- fed. cense; brown sand + gravel; - | ||
scr.e silt; trace of coal | scr.e silt; trace of coal | ||
*7 // /J/ /.2 1".;,-. . | *7 // /J/ /.2 1".;,-. . | ||
' *Y ~ ~ ' O '< '_' t f /S /6 /fe .'s m l | ' *Y ~ ~ ' O '< '_' t f /S /6 /fe .'s m l 9 gM #d * / . canse; cuit Accicred silty sard _ | ||
9 gM #d * / . canse; cuit Accicred silty sard _ | |||
f .h* _'e . rsvel; trace of coal - {" _ dr- I de 4 f,3 &T 4; _y ,~ j | f .h* _'e . rsvel; trace of coal - {" _ dr- I de 4 f,3 &T 4; _y ,~ j | ||
% 4. ionse; era <n sanc ec grerel | % 4. ionse; era <n sanc ec grerel l | ||
A' M### (};'-'16.5 18.0 scee silt, | |||
_ I wet l | _ I wet l | ||
i G 3/ 4S && ,!.. . | i G 3/ 4S && ,!.. . | ||
Line 9,892: | Line 4,407: | ||
ll ?9 4/ 8'1 b, "10,5_21.0' very ~ | ll ?9 4/ 8'1 b, "10,5_21.0' very ~ | ||
l r | l r | ||
l'T carse sar.d ' erave l wet i | |||
l'T carse sar.d ' erave l | |||
wet i | |||
~ | ~ | ||
[Begin coring i 21.L' | [Begin coring i 21.L' | ||
: m. . _ | : m. . _ | ||
l O: - ; | |||
l | |||
O: - ; | |||
0002 l79 | 0002 l79 | ||
?u l | ?u l | ||
Sheet 9e Amerd-2 (10-2-c7) o 1 | Sheet 9e Amerd-2 (10-2-c7) o 1 | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
ROCK CLA531FICATION, SHEET 5NEET 1 OF 2 DATE ? 1 #)7 f M W S. NO. ' 7 C9 0 | ROCK CLA531FICATION, SHEET 5NEET 1 OF 2 DATE ? 1 #)7 f M W S. NO. ' 7 C9 0 DRILL NOLE NO. DH-ll2 CTOR Fdtn. Services $1TE AREA Three Mile Island ELEY. 299 3' ZE IE COORDINATES ANGLE vertical l L" BEARING | ||
DRILL NOLE NO. DH-ll2 CTOR Fdtn. Services $1TE AREA Three Mile Island ELEY. 299 3' ZE IE COORDINATES ANGLE vertical l L" BEARING | |||
> SY: GWL 18.2' - O hrs. caved J 17.7' 2L h 38.0' Core DE$CRIPTl0N Rec. e REMARxs f , | > SY: GWL 18.2' - O hrs. caved J 17.7' 2L h 38.0' Core DE$CRIPTl0N Rec. e REMARxs f , | ||
e 3 Rock type, celer, green sine & shepe, bedding (engle thickness), fractures, foules, Condition el core, f | e 3 Rock type, celer, green sine & shepe, bedding (engle thickness), fractures, foules, Condition el core, f | ||
3 I | 3 I | ||
tK y l C j jointe (engle, filling, etc.), permeability, alteration, weethering, chemical composielen Eacewating evolvet etc. | tK y l C j jointe (engle, filling, etc.), permeability, alteration, weethering, chemical composielen Eacewating evolvet etc. | ||
C Z | C Z | ||
.su # 44 n n,% ~, 4 - e a 91.L ' E | .su # 44 n n,% ~, 4 - e a 91.L ' E | ||
" Sandstone; reddish gray; broken with pieces .6'; beddir'i' top of seund | " Sandstone; reddish gray; broken with pieces .6'; beddir'i' top of seund | ||
Line 9,966: | Line 4,429: | ||
, , . 33f;finegrained;med.hard;verticaljoint 22.4-24 3 7 28.6' | , , . 33f;finegrained;med.hard;verticaljoint 22.4-24 3 7 28.6' | ||
,, gg _ | ,, gg _ | ||
T,: | T,: | ||
white mineral filled vartical joint @ 24 5-25 5'; soft zone @ 24.6-25.7' - possible water :ourse) Mn0x staining-g 0 25.6'; beccedng med. grained 28 5-33 0'; 29 3-30 3' - | |||
white mineral filled vartical joint @ 24 5-25 5'; soft zone @ 24.6-25.7' - possible water :ourse) Mn0x staining- | |||
g | |||
0 25.6'; beccedng med. grained 28 5-33 0'; 29 3-30 3' - | |||
- " D',Ii soft zonej30 3-30.8' hard zone;30.8-31,7' & 32.7-33 0' Z | - " D',Ii soft zonej30 3-30.8' hard zone;30.8-31,7' & 32.7-33 0' Z | ||
=a ., .us sorter zones - | =a ., .us sorter zones - | ||
Line 9,980: | Line 4,436: | ||
it s V/ very fine grained; bedding 3 30*; Mn Ox staining throughcE.with depth | it s V/ very fine grained; bedding 3 30*; Mn Ox staining throughcE.with depth | ||
// ,1ta T. D. 38.0' :o less of drill water | // ,1ta T. D. 38.0' :o less of drill water | ||
=_ | =_ | ||
l g | |||
l | <s . .. , 5 0002 F80 Sheet 97 Anend-2 (10-2-c7) ess.ase use 1 | ||
g | |||
<s . .. , 5 0002 F80 | |||
Sheet 97 Anend-2 (10-2-c7) ess.ase use 1 | |||
l | l 1 | ||
1 | |||
l 1 | l 1 | ||
GILBERT ASSOCIATES, INC. I 1 | GILBERT ASSOCIATES, INC. I 1 | ||
Line 10,023: | Line 4,447: | ||
.LASSIFIED BY : '#- I' - | .LASSIFIED BY : '#- I' - | ||
DATE: 4 '37 24 HR5 f. | DATE: 4 '37 24 HR5 f. | ||
C ears e | C ears e 5PT G'*aul*' REMARKS Soll DESCRIPTION W 5eila Ble-s/ ' | ||
5PT G'*aul*' REMARKS | |||
Soll DESCRIPTION W 5eila Ble-s/ ' | |||
L >nsity (or Consistency), Celer " " | L >nsity (or Consistency), Celer " " | ||
; 5 is's '". | ; 5 is's '". | ||
p e ic D. , | p e ic D. , | ||
E 6 in- e Q-5.11 Type . Accessari'* d | E 6 in- e Q-5.11 Type . Accessari'* d f, | ||
Core Rec. C'*vad We'''. | |||
f, Core Rec. C'*vad We'''. | Consecuction Preble R Cm f g jg y l.1 _'4ed, dense; brown silt; trace of sub . | ||
Consecuction Preble R Cm | |||
f g jg y l.1 _'4ed, dense; brown silt; trace of sub . | |||
. $ _ gravel k" rdd . -cist J /0 /0 /d f1 u ,aa | . $ _ gravel k" rdd . -cist J /0 /0 /d f1 u ,aa | ||
.J /g fa /# ,a: _Med. dense +c dense; Brown; ssRy - | .J /g fa /# ,a: _Med. dense +c dense; Brown; ssRy - | ||
Line 10,042: | Line 4,459: | ||
# '# /M '# fi8 -sanJ '< gravel; trace cf deco rosed - | # '# /M '# fi8 -sanJ '< gravel; trace cf deco rosed - | ||
/4 // 9 *- | /4 // 9 *- | ||
_ccal | _ccal | ||
-6 .0-9.3 ' some coal i" sub - dry L.b4.1' nrr - | -6 .0-9.3 ' some coal i" sub - dry L.b4.1' nrr - | ||
Line 10,048: | Line 4,464: | ||
~ | ~ | ||
g ,o ya to -): - | g ,o ya to -): - | ||
rdd ~ -e ts t | rdd ~ -e ts t | ||
~ | ~ | ||
7 // to /c , a. '_9.0-lC-5' | 7 // to /c , a. '_9.0-lC-5' | ||
.. trace of c cal - | .. trace of c cal - | ||
f /h /7 l& .' | f /h /7 l& .' | ||
-,f [ M M .I * | -,f [ M M .I * | ||
* i | * i | ||
Line 10,062: | Line 4,474: | ||
.J trace of decorr.cosed _ | .J trace of decorr.cosed _ | ||
/0 J/ .2336 /rn H s' - - denen h.p 3 at #4 #f. _ V. dense; multi-colored - | /0 J/ .2336 /rn H s' - - denen h.p 3 at #4 #f. _ V. dense; multi-colored - | ||
f:2 55 9 - | |||
' ^" ' "' " "''- fo' -silh send 2 gravel; trac t of | ' ^" ' "' " "''- fo' -silh send 2 gravel; trac t of ang - --ist | ||
ang - --ist | |||
,. -decomcas ed shale sub - | ,. -decomcas ed shale sub - | ||
4 J.2 39 Jf 38,0 19.5' trace cf coal 1" rdd ~ | 4 J.2 39 Jf 38,0 19.5' trace cf coal 1" rdd ~ | ||
~ | ~ | ||
M,l 44 69 49 og;i | M,l 44 69 49 og;i | ||
~ | ~ | ||
,gg 4 g ),, [21.3-29.5' sone decomposed shale . wt e n ,v: : o. _ _ | ,gg 4 g ),, [21.3-29.5' sone decomposed shale . wt e n ,v: : o. _ _ | ||
c n n o.. . _ | c n n o.. . _ | ||
l | l | ||
/ . _ ,, | / . _ ,, | ||
O_ _ | O_ _ | ||
, : : : 0002 181 | , : : : 0002 181 | ||
: s. . | : s. . | ||
S Sheet 96 Amend-2 (lG_2 67) | S Sheet 96 Amend-2 (lG_2 67) | ||
GIIEERT ASSOCIATES, INC. | GIIEERT ASSOCIATES, INC. | ||
ROCK CLAS5IFICATION, SHEET $NEET 9 Ofr S DATE J | |||
ROCK CLAS5IFICATION, SHEET $NEET 9 Ofr S | |||
DATE J | |||
-23' y wet Ed Co. NO. 1 1 o 9.C"1 1 | -23' y wet Ed Co. NO. 1 1 o 9.C"1 1 | ||
DRILL NOLE NO. nu _* | DRILL NOLE NO. nu _* | ||
Line 10,126: | Line 4,504: | ||
{ | { | ||
y, E j loints (engle, filling, etc.), permeability, alteration, weethering, chemical composition Escoveting evcluee etc. | y, E j loints (engle, filling, etc.), permeability, alteration, weethering, chemical composition Escoveting evcluee etc. | ||
Z Z | Z Z | ||
_ss ad Bect i en riv e 91.L ' - | |||
_ss | |||
ad Bect i en riv e 91.L ' - | |||
4 ///j Shale; bricic:ed; badly broken with pieces ?"; very Ztoo of sound r 9 sgVg/ aro broken @nr 2h.9' @ 29.0 ' | 4 ///j Shale; bricic:ed; badly broken with pieces ?"; very Ztoo of sound r 9 sgVg/ aro broken @nr 2h.9' @ 29.0 ' | ||
.., 7 . . . w 3 | .., 7 . . . w 3 | ||
, . + ,&4 -27.2',;, | , . + ,&4 -27.2',;, | ||
4 ., fine | 4 ., fine | ||
-; grained; 3,.+i ;..frac.% | -; grained; 3,.+i ;..frac.% | ||
.y g +turine atyhicE, | .y g +turine atyhicE, | ||
. u2 e .- | . u2 e .- | ||
Line 10,161: | Line 4,517: | ||
. f,' a tion along bedding plane 4 33.5'; pieces up *o .7'; - | . f,' a tion along bedding plane 4 33.5'; pieces up *o .7'; - | ||
96 .#f , . ' . slickensides 26.0' fragments - | 96 .#f , . ' . slickensides 26.0' fragments - | ||
no _ .m ~ | no _ .m ~ | ||
l'. D. No loss of drill water E | l'. D. No loss of drill water E | ||
= | = | ||
= | = | ||
E | E | ||
= | = | ||
O t ' | O t ' | ||
E 0002 182-Sheet 99 Amend-2 (10-2-67)- e ss. a .e v ee | E 0002 182-Sheet 99 Amend-2 (10-2-67)- e ss. a .e v ee | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
j SOIL CLA551FICATION SHEET | j SOIL CLA551FICATION SHEET | ||
)1 5HEET ' | )1 5HEET ' | ||
l ROJECT: "# * | l ROJECT: "# * | ||
Line 10,206: | Line 4,533: | ||
RILLER : Gwl0HR$_. | RILLER : Gwl0HR$_. | ||
LA551FIED BY : '4J S DATE: 0 -l b J '' 24 HR$ C. | LA551FIED BY : '4J S DATE: 0 -l b J '' 24 HR$ C. | ||
C earse 4 5PT Grenuler REMARKS | C earse 4 5PT Grenuler REMARKS SOIL DESCRIPTION W 5eils g | ||
SOIL DESCRIPTION W 5eils g | |||
Blows / I oc Density (or Consistency), Cele' d e R ange Grein Chemical Camp, | Blows / I oc Density (or Consistency), Cele' d e R ange Grein Chemical Camp, | ||
} g e Sise Shepe Geelegic Dete, O I"' E Seil Type Accesseries ::i Core Rec. O''*"d **'''. | } g e Sise Shepe Geelegic Dete, O I"' E Seil Type Accesseries ::i Core Rec. O''*"d **'''. | ||
Construction Preble. | Construction Preble. | ||
R Cm | R Cm | ||
, , , 4 fis . r! e .e . - ~~,r - * ,- - e - < T | , , , 4 fis . r! e .e . - ~~,r - * ,- - e - < T j | ||
j | |||
..' ed.mnse; brown rand t crevel; 1 2 0 I /d ~ | ..' ed.mnse; brown rand t crevel; 1 2 0 I /d ~ | ||
75 ~.' trace er deco cosed coal . | 75 ~.' trace er deco cosed coal . | ||
Line 10,222: | Line 4,544: | ||
.J '/ /J /4 .; ',: .belev 3.5-6.3' slightly cohesive . | .J '/ /J /4 .; ',: .belev 3.5-6.3' slightly cohesive . | ||
& /3 /(, 23 0s.: | & /3 /(, 23 0s.: | ||
~ | ~ | ||
~ | ~ | ||
8 /'7 6 /0 - | 8 /'7 6 /0 - | ||
dry - : cist 4 /f /J .2/ ', | dry - : cist 4 /f /J .2/ ', | ||
a . -10.5-12.0' wesh sa: ple - ' | a . -10.5-12.0' wesh sa: ple - ' | ||
1 /.2 14 6 ' o' 12.0-13 5' wash sample | 1 /.2 14 6 ' o' 12.0-13 5' wash sample 7 /3 /A G o' : | ||
7 /3 /A G o' : | |||
'. ~ | '. ~ | ||
9 7 /9 /4 .? >< - | 9 7 /9 /4 .? >< - | ||
jg jj 9 77 . | jg jj 9 77 . | ||
Line 10,243: | Line 4,556: | ||
O v - // E 4/ NL c-trace of clay, silt, coal; till lik a | O v - // E 4/ NL c-trace of clay, silt, coal; till lik a | ||
~/.6 e s textu*e | ~/.6 e s textu*e | ||
'sV4 bM19/a. irs i.o re co ve t'r - | 'sV4 bM19/a. irs i.o re co ve t'r - | ||
/.7 .py33 4/ :.l745,r.axt abcVe - | /.7 .py33 4/ :.l745,r.axt abcVe - | ||
2r 4 ,. .~.. e, - < -,,,..; . ~ _ . , | 2r 4 ,. .~.. e, - < -,,,..; . ~ _ . , | ||
by!.-%< | by!.-%< | ||
Ah ._lMAlt, * , -.,-..:... - | Ah ._lMAlt, * , -.,-..:... - | ||
l /M JA W J86 * | l /M JA W J86 * | ||
.o ~' s r a y t 'nE mN ' ' ~ ^ * - | .o ~' s r a y t 'nE mN ' ' ~ ^ * - | ||
3egin cerir.g a 21.0' ~ | 3egin cerir.g a 21.0' ~ | ||
p - | p - | ||
: g. ' | : g. ' | ||
e | e | ||
: : 0002 183 | : : 0002 183 Sheet 100 A:::end-2 (10-2-67) | ||
Sheet 100 A:::end-2 (10-2-67) | |||
I l | I l | ||
s | s | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
ROCK CLASSIFICATION, SHEET $NEET 4 0F " | ROCK CLASSIFICATION, SHEET $NEET 4 0F " | ||
DATE 9 1 h 37 | DATE 9 1 h 37 Met Ed Co - NO. IHQ 9-9 DRILL NOLE NO. N ''' | ||
Met Ed Co - NO. IHQ 9-9 DRILL NOLE NO. N ''' | |||
: TOR 7d+m.SerMram $1TE AREA w,, m a 7,1 n ~4 ELEY. 3C0.0 8 , | : TOR 7d+m.SerMram $1TE AREA w,, m a 7,1 n ~4 ELEY. 3C0.0 8 , | ||
lE MY COORDINATES ANGLE 're rtical I. n BEARING | lE MY COORDINATES ANGLE 're rtical I. n BEARING | ||
Line 10,323: | Line 4,579: | ||
I e 3 Reek type, cela, prein size & shene bedding (engle thicknese), freatur's, faults, Canditlen of core. | I e 3 Reek type, cela, prein size & shene bedding (engle thicknese), freatur's, faults, Canditlen of core. | ||
, i { C j loints (engle, filling, etc.), permeab4llty, alteration, weethering, che eical Esseveting e,eluet i a v se pe ition etc. | , i { C j loints (engle, filling, etc.), permeab4llty, alteration, weethering, che eical Esseveting e,eluet i a v se pe ition etc. | ||
Z toe of sound r 4 probably 2L. | |||
Z toe of sound r | |||
4 probably 2L. | |||
or ur Berin . co rir.z Epossibly 2 27. | or ur Berin . co rir.z Epossibly 2 27. | ||
.7 d 4./ ^ Saridstone; reddish gray; fine grained; hard w : .w .s { | .7 d 4./ ^ Saridstone; reddish gray; fine grained; hard w : .w .s { | ||
g M, Shaly sondstone; red; good mre but short pieces maximutcore lies due q>, .h'; fine grair.ed -grinding of c | g M, Shaly sondstone; red; good mre but short pieces maximutcore lies due q>, .h'; fine grair.ed -grinding of c | ||
...; ni <w I. D . No loss of drill water s ' | |||
...; ni <w I. D . No loss of drill water | E O | ||
t.. i | |||
' ., z' g, on ?. 184 Sheet 101 Amend-2 (10-2-67)....u..i.. | |||
s ' | |||
E | |||
' ., z' | |||
g, on ?. 184 Sheet 101 Amend-2 (10-2-67)....u..i.. | |||
GILIERT ASSOCIATES, INC. | GILIERT ASSOCIATES, INC. | ||
$0IL CLA$$1FICATION SHEET | $0IL CLA$$1FICATION SHEET J $HEET - | ||
J $HEET - | |||
ROJECT: U t Ed Co. W.O. llc 2-51 $3TE AREA Three Mile Islard ogg.. L HOLE ONTRACTOR : ?dtn. Ser" rices COORDINATES E L E V ATION . | ROJECT: U t Ed Co. W.O. llc 2-51 $3TE AREA Three Mile Islard ogg.. L HOLE ONTRACTOR : ?dtn. Ser" rices COORDINATES E L E V ATION . | ||
Ril ER : GwL0HR$ | Ril ER : GwL0HR$ | ||
Line 10,390: | Line 4,595: | ||
C oers e | C oers e | ||
*""I*' | *""I*' | ||
$PT $ OIL DESCRIPTION w O'Seils REldARKS j g , | |||
$PT $ OIL DESCRIPTION w | |||
O'Seils REldARKS j g , | |||
e Blews/ e d Chemical Camp, | e Blews/ e d Chemical Camp, | ||
-* as e Density (e, Cen iseency), Celer = R*ase G re e.n | -* as e Density (e, Cen iseency), Celer = R*ase G re e.n | ||
. g o' Size Shepe Geelegic Deve, | . g o' Size Shepe Geelegic Deve, | ||
* 6 in* e G. | |||
* 6 in* e | |||
G. | |||
j - | j - | ||
Seil Type Accesseries f g ,,, g ,,, Grevnd we,er, Cons erve 4en Preble R Cm 1 'i. loose; cari< brem sil- ti/ . race .s... | Seil Type Accesseries f g ,,, g ,,, Grevnd we,er, Cons erve 4en Preble R Cm 1 'i. loose; cari< brem sil- ti/ . race .s... | ||
./ / .f J I.+1.LI ,, ,_,..a | ./ / .f J I.+1.LI ,, ,_,..a | ||
~ - - | ~ - - | ||
J M 4 J" b- Icose $o red. dence; brev selly 34ad y .s f 9 ~. &,.,fgravel; 1 5-3 0' trace of coal; +d" ub .Tr-f .ciat | J M 4 J" b- Icose $o red. dence; brev selly 34ad y .s f 9 ~. &,.,fgravel; 1 5-3 0' trace of coal; +d" ub .Tr-f .ciat | ||
# '# ? '$ /y 4;0-7 5' trace et red decem;;osed shnic | # '# ? '$ /y 4;0-7 5' trace et red decem;;osed shnic rdd . | ||
rdd . | rdd . | ||
J '? /o /.2 *Y.-e':g. | J '? /o /.2 *Y.-e':g. | ||
3 y 9 /a, 61. F.cd. dense; culti-colcred self y same. ::ut - | 3 y 9 /a, 61. F.cd. dense; culti-colcred self y same. ::ut - | ||
dr'/ | dr'/ | ||
.o ' | .o ' | ||
gravel; trace of ccal 'e red decec; -id y g 9 | gravel; trace of ccal 'e red decec; -id y g 9 al o@sedshale | ||
al o@sedshale | |||
<l" rdd 1:o. % | <l" rdd 1:o. % | ||
? 9 /d // | ? 9 /d // | ||
,9 /c) /3 /g (; | ,9 /c) /3 /g (; | ||
[cd. dense; brown cand S gravel; cub r:d- reir | [cd. dense; brown cand S gravel; cub r:d- reir | ||
%Oc organic .' aterial 4.M' arid . | %Oc organic .' aterial 4.M' arid . | ||
Line 10,434: | Line 4,623: | ||
. roiut | . roiut | ||
../J // 4 ,$ 'o Jense to v. dense; multi-colered sa. d, aub . Icist | ../J // 4 ,$ 'o Jense to v. dense; multi-colered sa. d, aub . Icist | ||
,j, silt 'c grviel; c. race of clay; .racc | ,j, silt 'c grviel; c. race of clay; .racc y y rdd- . | ||
d((f of coal; race of red shale 1" rde - | |||
y y rdd- . | |||
d | |||
of coal; race of red shale 1" rde - | |||
.]5 :.r.3/ 4 ot7., _, | .]5 :.r.3/ 4 ot7., _, | ||
m a w ^ | m a w ^ | ||
v a. _ | v a. _ | ||
$ \-cegin cering i 23 2' . | $ \-cegin cering i 23 2' . | ||
: c. . . | : c. . . | ||
: : - 0002 185 | : : - 0002 185 | ||
( | ( | ||
Sheet 102 Amend 2 (10-2-67) G. | Sheet 102 Amend 2 (10-2-67) G. | ||
GILBERT As5OCIATES. INC. | GILBERT As5OCIATES. INC. | ||
ROCX CLAS$1FICATION, SHEET $NEET 2 op 2 DATE 8-1A-b7 T Met Ed Co. No. Llo2-51 DRILL HOLE No. DM 115 CTOR Tdtn. Services SITE AREA Th*ee Ele N ed ELEY. 299.7" ZE E COORDINATE S ANGLE vertical j k" SE ARING | ROCX CLAS$1FICATION, SHEET $NEET 2 op 2 DATE 8-1A-b7 T Met Ed Co. No. Llo2-51 DRILL HOLE No. DM 115 CTOR Tdtn. Services SITE AREA Th*ee Ele N ed ELEY. 299.7" ZE E COORDINATE S ANGLE vertical j k" SE ARING | ||
) sy GWL DEPTH 37.0' | ) sy GWL DEPTH 37.0' Co,e D E S C R I P T 10 N REMARetS Ru. .I e i $ pe sole, e,ein sese a shape Ceedlei.n of eere. | ||
! l g ,i Reek 1.iaee leag,le, tillias, ees.), p.,eebilier, etee,ees.,i, ..eeh.,ing, che.eluib.dding (engle ehielinus), frutu,de, fe 3 as e e.,.. .e i Eueneing e.e.lve-e .. | |||
Co,e D E S C R I P T 10 N REMARetS Ru. .I e i $ pe sole, e,ein sese a shape Ceedlei.n of eere. | |||
! l | |||
l - | l - | ||
\ | \ | ||
i 1 - | i 1 - | ||
1 - | 1 - | ||
*9 34 L 3eain ecTi"e 4 21.2' 2 g Shale; brick red; badly broken w/no piecesp 3"; 27 5- Z top of sound 29.0' v. broken rock; decomposed; bedding @ 30-357 scee =29 0' | *9 34 L 3eain ecTi"e 4 21.2' 2 g Shale; brick red; badly broken w/no piecesp 3"; 27 5- Z top of sound 29.0' v. broken rock; decomposed; bedding @ 30-357 scee =29 0' | ||
_w , :tineralization along partings --- | _w , :tineralization along partings --- | ||
/ .ns - | / .ns - | ||
* D if., hard; good core Z | * D if., hard; good core Z | ||
Line 10,518: | Line 4,650: | ||
</ core pieces up to .9'; bedding G 35 Z m . | </ core pieces up to .9'; bedding G 35 Z m . | ||
mo treas; jointing @ high angles @ 75* - | mo treas; jointing @ high angles @ 75* - | ||
P. D. No loss of drill 4ter | P. D. No loss of drill 4ter | ||
_-t t'.i | |||
: n. . 1 E | |||
_-t | |||
t'.i | |||
: n. . 1 | |||
E | |||
O | O | ||
: 0002 | : 0002 186 Sheet 103 Amend-2 (10-2-67),,,,,,,,,,, | ||
186 | |||
Sheet 103 Amend-2 (10-2-67),,,,,,,,,,, | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
Line 10,567: | Line 4,660: | ||
)MTRACTOREdtn. Services COORDINATE 5 E LEV ATION. | )MTRACTOREdtn. Services COORDINATE 5 E LEV ATION. | ||
IlLLE A : GwL 0 HR5__ | IlLLE A : GwL 0 HR5__ | ||
.A55tFIED BY : DJ3 DATE: 8-11 b7 24 HR$1 C oeroe Greavler REMARK 5 | .A55tFIED BY : DJ3 DATE: 8-11 b7 24 HR$1 C oeroe Greavler REMARK 5 5PT . SOIL DESCRIPTION | ||
* Seil. | |||
5PT . SOIL DESCRIPTION | |||
Seil. | |||
8'***# " *' | 8'***# " *' | ||
- Density (or Consistency!, Celer } R$,*"/,' o e cD 8 6 la- e a. | - Density (or Consistency!, Celer } R$,*"/,' o e cD 8 6 la- e a. | ||
Line 10,584: | Line 4,672: | ||
U 'A 9 'N te p avell trace of clay ari: - | U 'A 9 'N te p avell trace of clay ari: - | ||
f ,' - | f ,' - | ||
{ 1" rdd - dr; | { 1" rdd - dr; 4 to /,1 te .. R, =c i s'. | ||
.; ied. dense; brewn sand fe gravel; f 9 y y - | |||
4 to /,1 te .. R, =c i s'. | ; race of coal ang 4 # 4 4 ' . ' 9.0' trace of aflt (l" ;i 9 a // f .h . M6 . | ||
.; ied. dense; brewn sand fe gravel; | |||
f 9 y y - | |||
; race of coal ang | |||
:.o f /d 9 (o V,' ~ , , , ~ | :.o f /d 9 (o V,' ~ , , , ~ | ||
b,,' ijrfe;aS_ above; sand ': gravel; . rat e coi - Ory 9 7 // .7/ _ | b,,' ijrfe;aS_ above; sand ': gravel; . rat e coi - Ory 9 7 // .7/ _ | ||
3 | 3 | ||
,, 3 . a aca. - | ,, 3 . a aca. - | ||
i~e,g A O d - . , ' yf :Io recovery . | i~e,g A O d - . , ' yf :Io recovery . | ||
ary p #/ So . :4 s j. gense; crewn sanc 2 crueA <1" - | ary p #/ So . :4 s j. gense; crewn sanc 2 crueA <1" - | ||
er - - | er - - | ||
Line 10,610: | Line 4,689: | ||
/2 5 */ dY $* | /2 5 */ dY $* | ||
: a. m_. . .dense; m21ti-colored | : a. m_. . .dense; m21ti-colored | ||
. . . . .......s -n,,sand, c.ilty- | . . . . .......s -n,,sand, c.ilty-4, ,, : m uch Tegin coring ) 21.C' | ||
- - l Q'. | |||
4, ,, : m uch | |||
Tegin coring ) 21.C' | |||
- - l | |||
Q' | |||
: 1) t'' e . | : 1) t'' e . | ||
0002 187 Sheet 104 Amend-2 (10-2-67) o l | |||
0002 187 | |||
Sheet 104 Amend-2 (10-2-67) o l | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
ROCK Cl.A551FICATION, SHEET $HEET 2 0F 2 DATE 9-11 47 y w + r,4 S. NO. 1109_g7 ORILL NOLE NO. UN-Il7 | ROCK Cl.A551FICATION, SHEET $HEET 2 0F 2 DATE 9-11 47 y w + r,4 S. NO. 1109_g7 ORILL NOLE NO. UN-Il7 | ||
Line 10,661: | Line 4,705: | ||
ey, sie.,ees.n, . frecevese, foules, Escoveving evolve-h.<ine, ch.mical | ey, sie.,ees.n, . frecevese, foules, Escoveving evolve-h.<ine, ch.mical | ||
*ec. | *ec. | ||
Z o, 3egin coring 4 21.9' | |||
: m. f Shale; brick red; rottled w/small 1/16" diameter if=y _- top of se2rd y, g2 - | |||
Z | |||
o, 3egin coring 4 21.9' | |||
: m. f | |||
Shale; brick red; rottled w/small 1/16" diameter if=y _- top of se2rd | |||
y, g2 - | |||
"' inclusions; sandy 21 9-22 5'; excellent ecre w/: ore pieces a 22 3' ap to .8" in length; bedding @ 36; 60 joint ') 231.'; I g | "' inclusions; sandy 21 9-22 5'; excellent ecre w/: ore pieces a 22 3' ap to .8" in length; bedding @ 36; 60 joint ') 231.'; I g | ||
Themsonite coated bedding planes "J 26 5', 27 5', 29 5' t slichtly lire | Themsonite coated bedding planes "J 26 5', 27 5', 29 5' t slichtly lire | ||
* #' E9 3'; fine grained and hard _ thr::ughcut na < b n.C _ | * #' E9 3'; fine grained and hard _ thr::ughcut na < b n.C _ | ||
: r. D. No loss of drill water -- | : r. D. No loss of drill water -- | ||
t. | t. | ||
: 1. i | : 1. i o e. | ||
o e. | |||
E 0002 18 | E 0002 18 | ||
~ | ~ | ||
\ ~ | \ ~ | ||
Line 10,737: | Line 4,719: | ||
l l | l l | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
SOIL CLASSIFICATION SHEET O- SHEET 1 i 10 JECT: Met Ed Co. w,o, L192-51 SITE AREA Three Mile Island ORILL HOLE ! | SOIL CLASSIFICATION SHEET O- SHEET 1 i 10 JECT: Met Ed Co. w,o, L192-51 SITE AREA Three Mile Island ORILL HOLE ! | ||
3NTRACTOR: Fdtm Se-vices COORDINATES ELEVATION, RILLER: GwL 0 HR$_ | 3NTRACTOR: Fdtm Se-vices COORDINATES ELEVATION, RILLER: GwL 0 HR$_ | ||
LA$$1 PIED SY: WS DATE: 8-16-67 24 HR$ C C rse | LA$$1 PIED SY: WS DATE: 8-16-67 24 HR$ C C rse | ||
$PT *auler REMARK $ | $PT *auler REMARK $ | ||
SOIL 0ESCRIPT10N | |||
SOIL 0ESCRIPT10N | * G'5.ils j | ||
G'5.ils j | |||
I ='-/ | I ='-/ | ||
3 i | |||
3 | |||
i | |||
D .i.,c., C .i. .. ,3. C.;., : R,.. | D .i.,c., C .i. .. ,3. C.;., : R,.. | ||
;g c 2; ;,,' ol, ,- : | ;g c 2; ;,,' ol, ,- : | ||
$.il Ty,. . Asc.eseri . :j c.,. g ,, G, a w ter, l C .,rvesi Pr.bl.. | $.il Ty,. . Asc.eseri . :j c.,. g ,, G, a w ter, l C .,rvesi Pr.bl.. | ||
6 mm Cm f f g 4 W fi.cose: brown silt; so=e cravel _ | 6 mm Cm f f g 4 W fi.cose: brown silt; so=e cravel _ | ||
Line 10,767: | Line 4,737: | ||
# I /# 'l s | # I /# 'l s | ||
{# I, race of silt; some rock fragments | {# I, race of silt; some rock fragments | ||
'd J N /6 /2 . . | 'd J N /6 /2 . . | ||
'] ~ rdd ~ ~ | '] ~ rdd ~ ~ | ||
Line 10,775: | Line 4,744: | ||
s ,, y g - - | s ,, y g - - | ||
.o 'f:. | .o 'f:. | ||
1' /s /.'!. O .a P.0' traced of decomposed coal - | 1' /s /.'!. O .a P.0' traced of decomposed coal - | ||
? '7 f f Y13. ~ 5' becomes dark brown | ? '7 f f Y13. ~ 5' becomes dark brown | ||
~ | ~ | ||
9 '7 // 9 ),5, | 9 '7 // 9 ),5, | ||
~ | ~ | ||
le 44 4/ /f' ' #. ' | le 44 4/ /f' ' #. ' | ||
s * . . | s * . . | ||
4 k "o~c~7 | 4 k "o~c~7 | ||
Line 10,793: | Line 4,757: | ||
No recovery - | No recovery - | ||
1e.9 - | 1e.9 - | ||
[egincoringa22.7' | [egincoringa22.7' le. m l : | ||
: 0002 !89 Sheet 1C6 Amend-2 (10-2-67) | |||
le. m | |||
l : | |||
: 0002 !89 | |||
Sheet 1C6 Amend-2 (10-2-67) | |||
GIL!ERT ASSOCIATES, INC. | GIL!ERT ASSOCIATES, INC. | ||
Line 10,835: | Line 4,768: | ||
I l | I l | ||
Core D. E $ C R l P T 10 N REMARKS l Rec. | Core D. E $ C R l P T 10 N REMARKS l Rec. | ||
* e | * e e 3 Rock type, colet ereia size & she,e bedding (engle thickness), frectures, foules, Condition of core. j | ||
e 3 Rock type, colet ereia size & she,e bedding (engle thickness), frectures, foules, Condition of core. j | |||
! I cC ] loints (epgle, fi!\ing, etc.), perneeability, alteration, weathering, chemical Escovering evolve- | ! I cC ] loints (epgle, fi!\ing, etc.), perneeability, alteration, weathering, chemical Escovering evolve- | ||
) | ) | ||
* ul . | * ul . | ||
cosapoei'iea ''c. 1 | cosapoei'iea ''c. 1 l | ||
l | |||
me >>.'7 Pecir cerine 1 22.7' - | me >>.'7 Pecir cerine 1 22.7' - | ||
T # h Shale; brick red; silty; r.ed. hard; fine grained; rruch Z *.op of scund grinding of core - | T # h Shale; brick red; silty; r.ed. hard; fine grained; rruch Z *.op of scund grinding of core - | ||
Line 10,866: | Line 4,778: | ||
= | = | ||
. #e _ - | . #e _ - | ||
g ag '3.'j Sandstone; brick red; fine grained; broken 35 0-37.C' - | |||
g ag '3.'j | |||
Sandstone; brick red; fine grained; broken 35 0-37.C' - | |||
. ;. . due to jointing & 39.0-40.0'; 60* joints 32.0-33 0' - | . ;. . due to jointing & 39.0-40.0'; 60* joints 32.0-33 0' - | ||
g:. : | g:. : | ||
r, ,,. | r, ,,. | ||
e.:.* | e.:.* | ||
.au .. | .au .. | ||
Ju T. D. f;o loss of crill water _~ | |||
~ | ~ | ||
t,. , 5 0002 190 O | t,. , 5 0002 190 O | ||
. .. c | . .. c Sheet 107 Amend-2 (10-2-67) ou.sse v e | ||
Sheet 107 Amend-2 (10-2-67) ou.sse v e | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
SOIL CLASSIFICATION SHEET SHEET 1 | SOIL CLASSIFICATION SHEET SHEET 1 | ||
>ROJECT E** - 7d ** - W.O.L'C? " $1TE AREA | >ROJECT E** - 7d ** - W.O.L'C? " $1TE AREA | ||
*"aa '''a ? ''"" | *"aa '''a ? ''"" | ||
DRILL HOLE | DRILL HOLE | ||
:0NTRACTORi ?d* - "a-rdaam COORDINATES E LE V ATION | :0NTRACTORi ?d* - "a-rdaam COORDINATES E LE V ATION | ||
)RILLER : GwL0HR$_ | )RILLER : GwL0HR$_ | ||
lLA551FIED BY : ' 'J 9 DATE: #''-' ' ' | lLA551FIED BY : ' 'J 9 DATE: #''-' ' ' | ||
24 HR$ _ | 24 HR$ _ | ||
C earse g 5PT Grenulet REMARKS z w | C earse g 5PT Grenulet REMARKS z w e SOIL DESCRIPTION W , | ||
e SOIL DESCRIPTION W , | |||
Seils OI'*8/ "* Chemical Camp, Density (or Consistency), Celer h Si[e S p'". Geelegic Dete. | Seils OI'*8/ "* Chemical Camp, Density (or Consistency), Celer h Si[e S p'". Geelegic Dete. | ||
we O I"* *- | we O I"* *- | ||
Soil Type Assessaries -i Core Rec. G'** d **'''. | Soil Type Assessaries -i Core Rec. G'** d **'''. | ||
Construction Preble R Cwe | Construction Preble R Cwe | ||
, j g .r. e : _ .._ . ,.,,_., | , j g .r. e : _ .._ . ,.,,_., | ||
* _ed. derse to der:;e; 'reic. zard i | |||
* _ed. derse to der:;e; 'reic. zard | |||
i | |||
~ | ~ | ||
4 ^3 7 9 . I. t~.rsval; '. race of si h 3/4" n- | 4 ^3 7 9 . I. t~.rsval; '. race of si h 3/4" n-J f.f .23 .po ; ,' :mlew 7 5' trace of c. C r9 - | ||
J f.f .23 .po ; ,' :mlew 7 5' trace of c. C r9 - | |||
: _ _. : e . | : _ _. : e . | ||
# /. /.; /4 '#,*. , | # /. /.; /4 '#,*. , | ||
.S s/ LS 19 )<. - _ - | .S s/ LS 19 )<. - _ - | ||
,~ | ,~ | ||
~ ~ | ~ ~ | ||
& /J /c /& 'o. '; . - | & /J /c /& 'o. '; . - | ||
'7 f // /f ':' :". _ . | '7 f // /f ':' :". _ . | ||
g ., T C ., C W +, ,, . 5 , T 1,. - ~. *. '' ? O'*O't! 7a | g ., T C ., C W +, ,, . 5 , T 1,. - ~. *. '' ? O'*O't! 7a | ||
~ | ~ | ||
f /0 // /0 | f /0 // /0 | ||
* ~ | * ~ | ||
f /d D /? O )W | f /d D /? O )W | ||
= - | = - | ||
1 ~ | 1 ~ | ||
Line 10,979: | Line 4,828: | ||
.':ZJ o/ d. ' | .':ZJ o/ d. ' | ||
O | O | ||
?gn | ?gn | ||
~ | ~ | ||
_ ,o 34w #g 84 ' jf erse; -;hi_.-clored sa-r: -1"< ; 3/4'' "i - - | _ ,o 34w #g 84 ' jf erse; -;hi_.-clored sa-r: -1"< ; 3/4'' "i - - | ||
Line 10,989: | Line 4,834: | ||
s., | s., | ||
Q. . . '~. ** ? U C ; 7 ~01.T; aar.G ; | Q. . . '~. ** ? U C ; 7 ~01.T; aar.G ; | ||
. Y!r . .: _ | . Y!r . .: _ | ||
-, I d %' N mg " ., ,,,.p..c.. . | -, I d %' N mg " ., ,,,.p..c.. . | ||
!cqir. | !cqir. | ||
-ai g 2 2 .1. ' - | -ai g 2 2 .1. ' - | ||
n -: | n -: | ||
v 5.. . '. - | v 5.. . '. - | ||
4 0002 | |||
_ 191 Shee: 106 A. .end-2 (E-2-o7) G | |||
4 | |||
0002 | |||
_ 191 | |||
Shee: 106 A. .end-2 (E-2-o7) G | |||
GILIERT ASSOCIATES, INC. | GILIERT ASSOCIATES, INC. | ||
ROCK C1.A5SIFICAT10N, SHEET SHEET 2 0F 2 DATE 9 - l'- 6 '7 r Met Ed Co. No, l.192-51 oRitt note No. M-110 CTOR 'd *' " . Ea'"?d '' a | ROCK C1.A5SIFICAT10N, SHEET SHEET 2 0F 2 DATE 9 - l'- 6 '7 r Met Ed Co. No, l.192-51 oRitt note No. M-110 CTOR 'd *' " . Ea'"?d '' a | ||
Line 11,061: | Line 4,853: | ||
> QC d compositlen etc. | > QC d compositlen etc. | ||
r- | r- | ||
= | = | ||
w _.s s Begin cering # 22.h' Z | w _.s s Begin cering # 22.h' Z | ||
'/ Silty shale; brick red; : red. nard; : oderately croken to - | '/ Silty shale; brick red; : red. nard; : oderately croken to - | ||
ff f.J 27 3', 32 4'-33 0'; many li::ry inclusiens; beddin;- indis*p et | ff f.J 27 3', 32 4'-33 0'; many li::ry inclusiens; beddin;- indis*p et | ||
_- top of sou.d .? | _- top of sou.d .? | ||
_ 14. 4. | _ 14. 4. | ||
* tl. . | * tl. . | ||
m 49 . /. .us - | m 49 . /. .us - | ||
3.Is,: | 3.Is,: | ||
Sandstone; brick red; med. to coarse grained; ;;ced c:re;- | Sandstone; brick red; med. to coarse grained; ;;ced c:re;- | ||
e >:, | e >:, | ||
. .za ..,. ,4 s4 .. w .,tr o , c _ c _u. _4e a . . ,, . , a 4 i $ 4 . ... - | . .za ..,. ,4 s4 .. w .,tr o , c _ c _u. _4e a . . ,, . , a 4 i $ 4 . ... - | ||
T. D.. No loss of drill water _- | T. D.. No loss of drill water _- | ||
.. . , , = 0002 1929 ti 6s 6 .n i | |||
Sheet 109 Amend-2 (10-2-67)ene. ass use | |||
.. . , , = 0002 1929 ti 6s 6 .n | |||
[ ] | [ ] | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
$ OIL CLA$51FICATION SHEET l J 1 SHEET | $ OIL CLA$51FICATION SHEET l J 1 SHEET | ||
Line 11,141: | Line 4,876: | ||
)RILLER : GwL0 HRS. | )RILLER : GwL0 HRS. | ||
:LA551FIED BY : 'ric DATE: 7 0CJ7 24 HR5 C oors e g 5PT Grenular REMARK 5 Soll DESCRtPTICN W 5eils Blows / Density for Consistency), Celer | :LA551FIED BY : 'ric DATE: 7 0CJ7 24 HR5 C oors e g 5PT Grenular REMARK 5 Soll DESCRtPTICN W 5eils Blows / Density for Consistency), Celer | ||
? N5;'"[,' ", , , ;, o,, , | ? N5;'"[,' ", , , ;, o,, , | ||
j 6 in. I 4 Seil Type . Accessaries 6 Core R ec. G'eund water, Censwuction Preble Ru Cm | j 6 in. I 4 Seil Type . Accessaries 6 Core R ec. G'eund water, Censwuction Preble Ru Cm | ||
: 1 L 3 3 h h*f8EfY8/e{.sW su t, uaa _ | : 1 L 3 3 h h*f8EfY8/e{.sW su t, uaa _ | ||
7 L ; 4 f r, 'T c es e +4 :.ed, dense, betwn f. to ><. c re e k i : | 7 L ; 4 f r, 'T c es e +4 :.ed, dense, betwn f. to ><. c re e k i : | ||
_ y y ,3 g l c ,'_ Coa rst sand i gravel, traCC cf cL1 t | _ y y ,3 g l c ,'_ Coa rst sand i gravel, traCC cf cL1 t | ||
.'i ? _ | .'i ? _ | ||
; ;.. . 'I f" "N..ir 3 E c 11 11 ? | ; ;.. . 'I f" "N..ir 3 E c 11 11 ? | ||
tc Nr ." | tc Nr ." | ||
4 1r '^ 14 .di - - | 4 1r '^ 14 .di - - | ||
~ | ~ | ||
Line 11,160: | Line 4,889: | ||
~ | ~ | ||
4 ? 11 10 [ | 4 ? 11 10 [ | ||
7 le 17 ers [*N - | 7 le 17 ers [*N - | ||
* s,j Hed. dense, cea~e rand k travel, - | * s,j Hed. dense, cea~e rand k travel, - | ||
,3 ,3'~ ,4 | ,3 ,3'~ ,4 | ||
,e | ,e | ||
,, r.ul ti-colored, wm sn s 3 .pl c | ,, r.ul ti-colored, wm sn s 3 .pl c a ? wt 11 1: . -af L | ||
a ? wt | |||
11 1: . -af L | |||
1* | 1* | ||
3, | 3, | ||
" 7 ", , 9p Yd.ed. cense to cense, dark ' crown, - | " 7 ", , 9p Yd.ed. cense to cense, dark ' crown, - | ||
..ed. sand .2 gravel, trace of siit - | ..ed. sand .2 gravel, trace of siit - | ||
-cist o c .f g li 11 | -cist o c .f g li 11 | ||
:[o se | :[o se 12 11 L1 Lo q.17. dense, :ruiti-colcred sand v | ||
12 11 L1 Lo q.17. dense, :ruiti-colcred sand v | |||
~ | ~ | ||
1- o e _ | 1- o e _ | ||
<* gravel, trace of silt, clay ' cea 1 | <* gravel, trace of silt, clay ' cea 1 tcist se - . . . - ,,--? c4: _ _ | ||
tcist | |||
se - . . . - ,,--? c4: _ _ | |||
s | s | ||
. sense to v. dense, coarse rand & | . sense to v. dense, coarse rand & | ||
}j* gravel, wach sample | }j* gravel, wach sample | ||
,lh 19 76 'c - | ,lh 19 76 'c - | ||
_ ,et a | _ ,et a | ||
Line 11,201: | Line 4,912: | ||
- No san 1 ? *i) - y ,_ - | - No san 1 ? *i) - y ,_ - | ||
a _ _ | a _ _ | ||
l | l 5egin coring 2 24.6' - | ||
l j | |||
5egin coring 2 24.6' - | l O :- | ||
l | |||
j | |||
l | |||
O :- | |||
e , \ _' | e , \ _' | ||
: 0002 193 | : 0002 193 | ||
.,s _ | .,s _ | ||
Sheet 110 Amend-2 (1.;-2-67) o | Sheet 110 Amend-2 (1.;-2-67) o | ||
1 1 | 1 1 | ||
1 GILIERT ASSOCIATES. INC. i ROCK CLASSIFICATION,5HEET 5NEET 9 0F ? | 1 GILIERT ASSOCIATES. INC. i ROCK CLASSIFICATION,5HEET 5NEET 9 0F ? | ||
Line 11,243: | Line 4,925: | ||
DATE r Metrocolitan Edison Co. NO. LlCS1 DRILL NOLE NO. ]tt '_ "_ [ | DATE r Metrocolitan Edison Co. NO. LlCS1 DRILL NOLE NO. ]tt '_ "_ [ | ||
" TOR F't'. . 9errtcea SITE AREA m. ~ a va'a * * ,. a ELEY. vna' lE 'Y COORDINAT ES ANGLE + ' - ' | " TOR F't'. . 9errtcea SITE AREA m. ~ a va'a * * ,. a ELEY. vna' lE 'Y COORDINAT ES ANGLE + ' - ' | ||
! .. BEARING i sy GwL DEPTH y nt Core DESCRIPTlON REMARK $ | ! .. BEARING i sy GwL DEPTH y nt Core DESCRIPTlON REMARK $ | ||
Rec. y e 3 Rock type, celer grein size & shape, bedding (engle thscliness), frectures, faults, Condition of core, f I { c[e ] lointe (engle, filling, etc.), permeability, etteration, weathering, chemical Escovering evolvet | Rec. y e 3 Rock type, celer grein size & shape, bedding (engle thscliness), frectures, faults, Condition of core, f I { c[e ] lointe (engle, filling, etc.), permeability, etteration, weathering, chemical Escovering evolvet | ||
) CK y compee stien etc. | ) CK y compee stien etc. | ||
1 m Begin eering A Ph.48 2 3 | |||
1 | |||
m Begin eering A Ph.48 2 3 | |||
3 | 3 | ||
$ ~, 2r.o Shale i sancstone, intexteddec, some liriy inclusions, 2 bedding 3h%h5gbroken 't wea thered 3 26 >c ' . *'n0x - bricit red ij t Sand $to$, b 5cEed w/ gray streaks, f. to med. grnd., 2 a.4 | $ ~, 2r.o Shale i sancstone, intexteddec, some liriy inclusions, 2 bedding 3h%h5gbroken 't wea thered 3 26 >c ' . *'n0x - bricit red ij t Sand $to$, b 5cEed w/ gray streaks, f. to med. grnd., 2 a.4 | ||
[. shaly in spo ts, some 30235* cross Jcints, med. hare, swq- | [. shaly in spo ts, some 30235* cross Jcints, med. hare, swq- | ||
,g , red shale interbeds, bedding 3 30131*belew 3h ', small - | ,g , red shale interbeds, bedding 3 30131*belew 3h ', small - | ||
P, at._r slickensides surfaces @ 36.5', good core pieces o.1.5'- | P, at._r slickensides surfaces @ 36.5', good core pieces o.1.5'- | ||
, sc e_u ex n stm4..t_ro m i n, ,c em4n n +n_ - | , sc e_u ex n stm4..t_ro m i n, ,c em4n n +n_ - | ||
. .- m. s . . | . .- m. s . . | ||
f.4 bU M*k. NbChi bh1 i ky sfal, imy, inclusions.,13c'C calcite alg.,- | f.4 bU M*k. NbChi bh1 i ky sfal, imy, inclusions.,13c'C calcite alg.,- | ||
a | a e | ||
e | |||
, kg// .q. ,e snate, rea i green some oossible horiz.troslickensides ttled; Hi?d,"ipbar5~ | , kg// .q. ,e snate, rea i green some oossible horiz.troslickensides ttled; Hi?d,"ipbar5~ | ||
A to 'bF 8 | A to 'bF 8 | ||
.l '-10 d8sisicagd,ma-aam -n -r-slickersider | .l '-10 d8sisicagd,ma-aam -n -r-slickersider Sancy snale, brick red w/ gray sandstone, interfingeringt l some limy inclusions, becding 3540, good core 1s . | ||
Ar Limy shale, green-(fh 7.2 ' to L7.h', broken green shale - | |||
Sancy snale, brick red w/ gray sandstone, interfingeringt l some limy inclusions, becding 3540, good core | |||
1s . | |||
Ar | |||
Limy shale, green-(fh 7.2 ' to L7.h', broken green shale - | |||
w/ organic mat'1,) rec decomposed shale h7.846.l', wet, - | w/ organic mat'1,) rec decomposed shale h7.846.l', wet, - | ||
clay consistency, rock broken h949.5' w/ brown stain, Z | clay consistency, rock broken h949.5' w/ brown stain, Z | ||
Line 11,307: | Line 4,952: | ||
r., su' | r., su' | ||
(... . : | (... . : | ||
.( . | .( . | ||
h 5 O | h 5 O | ||
<e t gj | <e t gj | ||
.c. | .c. | ||
- 0002 194 | - 0002 194 Sheet 111 Amend-2 (10-2-67)ese.sne use | ||
Sheet 111 Amend-2 (10-2-67)ese.sne use | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
Line 11,332: | Line 4,964: | ||
:0NTRACTOR Fdn. Services SITE AREA 'Thra e V il e= Ta'and ELEY. y | :0NTRACTOR Fdn. Services SITE AREA 'Thra e V il e= Ta'and ELEY. y | ||
:0RESIZE U ;_ , COORDINATES ANGLE e_ w ASING E" BEARING | :0RESIZE U ;_ , COORDINATES ANGLE e_ w ASING E" BEARING | ||
.0GGED BY: GWL DEPTH Igt, | .0GGED BY: GWL DEPTH Igt, Prese. Care e | ||
Prese. Care e | |||
DE5CRIPTION R8h Test Rec. e | DE5CRIPTION R8h Test Rec. e | ||
'1 3 Recli type celer, green size & snepe, bedding (engle thicliness), frecevres, foules, Condis ten 3 | '1 3 Recli type celer, green size & snepe, bedding (engle thicliness), frecevres, foules, Condis ten 3 | ||
a- | a- | ||
.Il | .Il | ||
,:o =1 d | ,:o =1 d e ieines (engle, filling, etc.), permeability, etteration, weathering, chemical | ||
<e- ,eeiesea Emceestini lco | |||
* FJ | |||
e ieines (engle, filling, etc.), permeability, etteration, weathering, chemical | |||
<e- ,eeiesea Emceestini | |||
FJ | |||
- ta . - | - ta . - | ||
yj,* As above - | yj,* As above - | ||
- 11 . r .- | - 11 . r .- | ||
. tr. o - | . tr. o - | ||
5 m // Shale, brick red, scme calcite filled joints, two small | 5 m // Shale, brick red, scme calcite filled joints, two small | ||
[/ ot A* | [/ ot A* | ||
O.l' broken :enes 69.h-90.h' - | O.l' broken :enes 69.h-90.h' - | ||
med, ha | med, ha | ||
- .// | - .// | ||
- /so . | - /so . | ||
Sandy shale, brick red, med. hard, excellent core.cieces-_ | Sandy shale, brick red, med. hard, excellent core.cieces-_ | ||
I'd 3 2', fine grained Z | I'd 3 2', fine grained Z | ||
[ | [ | ||
: n | : n | ||
, _, /</ , , , =__ | , _, /</ , , , =__ | ||
)- T. D. - | )- T. D. - | ||
s: - | s: - | ||
No loss of drill water Z | No loss of drill water Z u - _ | ||
: 2 0002 195 Sheet 112 Amend-2 (10-2-c7) e se. s i | |||
u - _ | |||
: 2 | |||
0002 195 | |||
Sheet 112 Amend-2 (10-2-c7) e se. s i | |||
l | l | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
ROCX CLAS$1FICAT10M,5HEET $NEET ' 0F " | ROCX CLAS$1FICAT10M,5HEET $NEET ' 0F " | ||
DATE "' 1 0 C' | DATE "' 1 0 C' r %= . v4 7 m vel e -d NO. i y p_ DRILL HOLE No. "" ' / | ||
r %= . v4 7 m vel e -d NO. i y p_ DRILL HOLE No. "" ' / | |||
CT0g Fdn. Services SITE AREA D a n e +n | CT0g Fdn. Services SITE AREA D a n e +n | ||
* 2" 41 4 4 ~. ELEY. 700 - A' EE NX C00RDtNATES ANGLE 'r * * | * 2" 41 4 4 ~. ELEY. 700 - A' EE NX C00RDtNATES ANGLE 'r * * | ||
Line 11,462: | Line 5,002: | ||
* _e. | * _e. | ||
* e 3 geein size & shere bedding (engle thicknese), frectwree, faults, Condition of core. | * e 3 geein size & shere bedding (engle thicknese), frectwree, faults, Condition of core. | ||
[ l g s', J, Rock (engle, joints | [ l g s', J, Rock (engle, joints type, celer fil lIng, etc.), peraieebillty, alterevien, weethering, cheniisel Eaceveting evolvet 3 GC Q conspee stion etc. | ||
type, celer fil lIng, etc.), peraieebillty, alterevien, weethering, cheniisel Eaceveting evolvet 3 GC Q conspee stion etc. | |||
7e | 7e | ||
: 4. 2 | : 4. 2 2 | ||
2 | |||
1 Overburden not sampled ; ' | 1 Overburden not sampled ; ' | ||
Z Started coring | |||
Z | |||
Started coring | |||
: a. e, ya n.e sec e ereen. _ many al::a inclusions . snaiv 9 sancy. | : a. e, ya n.e sec e ereen. _ many al::a inclusions . snaiv 9 sancy. | ||
.. as az r a re. , .wre 1 -+ a , , e r . s vn u. s . en -aenva-vi -. ,e-ec.c rnns m - ,n,. e c r e w r u me: ne .., | .. as az r a re. , .wre 1 -+ a , , e r . s vn u. s . en -aenva-vi -. ,e-ec.c rnns m - ,n,. e c r e w r u me: ne .., | ||
Green limy shale, cadly broken, brown stain throurhout * "*"C | Green limy shale, cadly broken, brown stain throurhout * "*"C 7.' 2' s *"* | ||
7.' 2' s *"* | |||
27 | 27 | ||
/ Red med. hard shale, badly breken 2c.0-29.6', occasional. good rock bele high angle slickensides, greenish color at 25.0-29.6's -- | / Red med. hard shale, badly breken 2c.0-29.6', occasional. good rock bele high angle slickensides, greenish color at 25.0-29.6's -- | ||
9, gg , | 9, gg , | ||
ne li%_ _k" Wh 3_1M. | ne li%_ _k" Wh 3_1M. | ||
._if_.clusio ns 31.6-31.8', some small,1g_9,9t 50* -,27 .6 ' , co re pi | |||
._if_.clusio ns 31.6-31.8', some small,1g_9,9t | |||
50* -,27 .6 ' , co re pi | |||
#22 | #22 | ||
* Red, med, hard, v.f. grnd., shaly sandstone & sandy shad, much grindir | * Red, med, hard, v.f. grnd., shaly sandstone & sandy shad, much grindir | ||
./ ;:* varies from nearly*all sandstone to nearly all shale, Zof core | ./ ;:* varies from nearly*all sandstone to nearly all shale, Zof core | ||
', bedding approx. 35, few incipient calcite filled tractures, n er .. occasional limy inclusiens, core broken a t end of Zgood sound roc | ', bedding approx. 35, few incipient calcite filled tractures, n er .. occasional limy inclusiens, core broken a t end of Zgood sound roc runs- probably due to drill blocking. -core pieces up y" 52.5-53 3' sof ter shale. 20.9 -57.9' some marbling at 56.0-57.0' Z | ||
runs- probably due to drill blocking. -core pieces up | |||
y" 52.5-53 3' sof ter shale. 20.9 -57.9' | |||
some marbling at 56.0-57.0' Z | |||
,, u ** | ,, u ** | ||
/f core pieces increase in length belcw 57.0' up to 3.h' Z | /f core pieces increase in length belcw 57.0' up to 3.h' Z | ||
,, in length Z na ..' : | ,, in length Z na ..' : | ||
ss 37 .* | |||
l ru .. | l ru .. | ||
r l | |||
r | |||
l | |||
l IT to , - | l IT to , - | ||
a . | |||
Z 4e **. | |||
Z | |||
4e **. | |||
m | m | ||
,u | ,u Z | ||
Z | |||
d Aff - | d Aff - | ||
,O Grayish red, fine to med. grained sandstone, med. hard [some grinding 3 g, ; 9j | ,O Grayish red, fine to med. grained sandstone, med. hard [some grinding 3 g, ; 9j | ||
'g to hard, calcite alcng some partings -core | 'g to hard, calcite alcng some partings -core | ||
,' see sheet #2 good r | ,' see sheet #2 good r | ||
* i | * i 02 196 Sheet 113 Amend-2 (1c-2-67)8 e 438 1, t o | ||
02 196 Sheet 113 Amend-2 (1c-2-67)8 e 438 1, t o | |||
GILIERT ASSOCIATES, INC. | GILIERT ASSOCIATES, INC. | ||
ROCK CLASSIFICATION,5HEET $NEET 1 oF - | ROCK CLASSIFICATION,5HEET $NEET 1 oF - | ||
DATE l[ | DATE l[ | ||
'ROJECT Thra e " 4 l e T .12 -'' - | 'ROJECT Thra e " 4 l e T .12 -'' - | ||
No. I i 19 :"1 | No. I i 19 :"1 DRILL NCLE NO. I | ||
DRILL NCLE NO. I | |||
:ONTRACTCR Edn. fer*fices SITE AREA "-:+-_;q-. | :ONTRACTCR Edn. fer*fices SITE AREA "-:+-_;q-. | ||
ELEY. | ELEY. | ||
''8 | ''8 | ||
Line 11,570: | Line 5,048: | ||
; AsiNG b" - 8E ARING , | ; AsiNG b" - 8E ARING , | ||
.0GGED BY: GwL DEPTH Pres s. Co's I D E 5 C R I P T 10 N REA Tese Res. e f | .0GGED BY: GwL DEPTH Pres s. Co's I D E 5 C R I P T 10 N REA Tese Res. e f | ||
"3 3 pe celer grein sine & shese Coad6elea | "3 3 pe celer grein sine & shese Coad6elea J2 1 j (. 3 Reek icine. e[ea,,le, filline, ee..), p.e.eebilier, eieeeeesea, -eeehe,6a,, che.nicalbeddin, (engle eheekness), | ||
J2 1 j (. 3 Reek icine. e[ea,,le, filline, ee..), p.e.eebilier, eieeeeesea, -eeehe,6a,, che.nicalbeddin, (engle eheekness), | |||
Emee e.6a. | Emee e.6a. | ||
4. | 4. | ||
Jo a y s e=,esis sen | Jo a y s e=,esis sen | ||
Line 11,584: | Line 5,059: | ||
: 97 '# | : 97 '# | ||
[., c6.7 A).5' nuh argle 't.er riy vertical rillec 'racturr5 truita te | [., c6.7 A).5' nuh argle 't.er riy vertical rillec 'racturr5 truita te | ||
,. l'illec w/ whit.1 mineral) .eck hrrken in cy mt= t:: _- a ; r.e frac tures ar.d l'ints - | |||
,. l'illec w/ whit.1 mineral) .eck hrrken in cy mt= t:: _- a ; r.e | |||
frac tures ar.d l'ints - | |||
cruck -: | cruck -: | ||
l l. i. frcm %-M' y Ef calcite and &l' ems.mera h ea lel Z | l l. i. frcm %-M' y Ef calcite and &l' ems.mera h ea lel Z | ||
Line 11,595: | Line 5,066: | ||
,,'. litnification as a result of reed'u: t cre er tecs duc Z s'rit o- | ,,'. litnification as a result of reed'u: t cre er tecs duc Z s'rit o- | ||
'** so to su e' s. ; | '** so to su e' s. ; | ||
rcrinposed leasiir.g. Ire i T' m- | |||
rcrinposed leasiir.g. Ire i T' | |||
m- | |||
';; frc' . j V " t .> a . }" : , - s- ,: . | ';; frc' . j V " t .> a . }" : , - s- ,: . | ||
: ) .- an , | : ) .- an , | ||
, , , acek beccmer snale M-??' w/seme s .all r. eker- - | , , , acek beccmer snale M-??' w/seme s .all r. eker- - | ||
1: ze *. sided surfaces, 95.7 ';7'-ererer 6 / green rurfaces- | 1: ze *. sided surfaces, 95.7 ';7'-ererer 6 / green rurfaces- | ||
Line 11,624: | Line 5,080: | ||
fi!. c* | fi!. c* | ||
: er '. e. incipier:t mir.eral-filleu fractu-as, reek reddirt - eray Z tr :' | : er '. e. incipier:t mir.eral-filleu fractu-as, reek reddirt - eray Z tr :' | ||
.,j along fresh breaks across core - | |||
.,j | |||
. .c 6 .. mirer broken shaly zone - ;19,.1-111.L ' Z | . .c 6 .. mirer broken shaly zone - ;19,.1-111.L ' Z | ||
: i. - | : i. - | ||
~ | ~ | ||
iso 74 . | iso 74 . | ||
nJ -- | nJ -- | ||
C, inc lu sicr.: ;-1 vie r unei-- e ra te a < :4. .- ma 11 900c i . s-11/ . /e' .pa ra r.c !t 7ni U' 1x.- | C, inc lu sicr.: ;-1 vie r unei-- e ra te a < :4. .- ma 11 900c i . s-11/ . /e' .pa ra r.c !t 7ni U' 1x.- | ||
P - 3: --4 +--r- | P - 3: --4 +--r-L e.- t. t 1.u<:r | ||
L e.- t. t 1.u<:r | |||
. . .- m .. | . . .- m .. | ||
Z Icst u-: | Z Icst u-: | ||
~. I a t 7s '- | ~. I a t 7s '- | ||
ircicatc e _ , | |||
ircicatc | |||
e _ , | |||
: : 0002 | : : 0002 | ||
: 197 0heet l'.h AmarA-2 (;C-2-C )....: | : 197 0heet l'.h AmarA-2 (;C-2-C )....: | ||
GILDERT ASSOCIATES. INC. | GILDERT ASSOCIATES. INC. | ||
50ll CLAS$lFICATION $HEET SHEET 1 0F J | 50ll CLAS$lFICATION $HEET SHEET 1 0F J | ||
Line 11,693: | Line 5,100: | ||
! hbitsky '? -C ' | ! hbitsky '? -C ' | ||
cwtaHR5 | cwtaHR5 | ||
*D SY : CEd DATE: 6 '')-6 7 24 HR5 lb 1 | *D SY : CEd DATE: 6 '')-6 7 24 HR5 lb 1 C.... | ||
C.... | |||
5py REMARKS G'4 .Au il. 8*' ) | 5py REMARKS G'4 .Au il. 8*' ) | ||
Soll DESCRIPTION i i | Soll DESCRIPTION i i | ||
> >.- s | > >.- s | ||
. .. . c ....... ,,. c.... | . .. . c ....... ,,. c.... | ||
S.,,,,......... | S.,,,,......... | ||
Line 11,707: | Line 5,109: | ||
: R,.,2 c. | : R,.,2 c. | ||
m | m | ||
:::;,.'c;,- | :::;,.'c;,- | ||
a . ~ . . .. | a . ~ . . .. | ||
l 1 | l 1 | ||
Line 11,717: | Line 5,117: | ||
- icwer +e sen om 9 | - icwer +e sen om 9 | ||
9.' ' .'c gravel, very sligh+ trace of cla: - i 1q-3c ./sec cern. | 9.' ' .'c gravel, very sligh+ trace of cla: - i 1q-3c ./sec cern. | ||
1 m i' jg | 1 m i' jg il l ,' coeff. e:ti ate 2" Sub ant 7 7, ,, - | ||
il l ,' coeff. e:ti ate | |||
2" Sub ant 7 7, ,, - | |||
tc red. | tc red. | ||
et ] | et ] | ||
w n | w n | ||
.g - . - | .g - . - | ||
10 28 .f 76 33 f ,,.a | |||
10 28 .f | |||
76 33 f ,,.a | |||
~ | ~ | ||
g g i, , _i. cense, carx crown, gravel - o multi-colored grev | g g i, , _i. cense, carx crown, gravel - o multi-colored grev | ||
. clayey sand matrix ang - and reck fra w.cnts 21 M /.' | . clayey sand matrix ang - and reck fra w.cnts 21 M /.' | ||
'8 to | '8 to d | ||
d | |||
- in wet sligt:tly coMe g 29 33- d -V. ,,3 rdd. - | - in wet sligt:tly coMe g 29 33- d -V. ,,3 rdd. - | ||
atrix W U b* dense, brown sano gravel, - | atrix W U b* dense, brown sano gravel, - | ||
21 LO 31 | 21 LO 31 | ||
.I | .I | ||
-trace of silt | -trace of silt | ||
{ :-m | { :-m relatively clean | ||
relatively clean | |||
.f. ." to " | .f. ." to " | ||
est, k- 10-2 :n/see 17 1C * * * | est, k- 10-2 :n/see 17 1C * * * | ||
. 2 cm 9 22,v , | . 2 cm 9 22,v , | ||
,)_Jray weatt.ered shale | ,)_Jray weatt.ered shale | ||
/ | / | ||
/ - | / - | ||
o ,ya . w =. , t . .. s ,-e,. | o ,ya . w =. , t . .. s ,-e,. | ||
^ | ^ | ||
?:o less of drill wet- | ?:o less of drill wet- | ||
_- i | _- i | ||
~ | ~ | ||
- l | - l | ||
. 4 | . 4 l | ||
1 l | |||
l | |||
1 | |||
l | |||
\ | \ | ||
: 0002 198 O r..; ~ | : 0002 198 O r..; ~ | ||
~ | ~ | ||
(\ . , o - | (\ . , o - | ||
i | i | ||
* 1 o^' 2" Sheet 115 Amend-2 (10-B47 1 i i l | * 1 o^' 2" Sheet 115 Amend-2 (10-B47 1 i i l | ||
i | i | ||
GII.2ERT ASSOCIATES, INC. | GII.2ERT ASSOCIATES, INC. | ||
ROCK CLASSIFICATION, SHEET 5NEET 0- 0F | ROCK CLASSIFICATION, SHEET 5NEET 0- 0F DATE -'fi . | ||
DATE -'fi . | |||
ROJE"T *"a* '''a ? " ' s "'4 NO. I3e=m DRILL NCLE NO._2,; | ROJE"T *"a* '''a ? " ' s "'4 NO. I3e=m DRILL NCLE NO._2,; | ||
OHTRACTOR Fcn. Services SITE ARE A :a v +n- "<" d ' d i - r | OHTRACTOR Fcn. Services SITE ARE A :a v +n- "<" d ' d i - r ELEY. W ORE SIZE 2X COORDINATES ANGLE . | ||
ELEY. W ORE SIZE 2X COORDINATES ANGLE | |||
. A SING h 's BE A RING DEPTH '' | . A SING h 's BE A RING DEPTH '' | ||
OGGED BY: GwL P re s s. Core DE5CRIPTION REM Test Res. e e | OGGED BY: GwL P re s s. Core DE5CRIPTION REM Test Res. e e e 3 Rock type, celee bedding (engle thickness), frecewees, faults, Condition . | ||
e 3 Rock type, celee bedding (engle thickness), frecewees, faults, Condition . | |||
3 a. | 3 a. | ||
.If 20 1 | .If 20 1 | ||
m | m g - | ||
a joints (engle, fill *en.n aise & she,eng, etc.), permeebelity, alteretion, weethee6ag,Escoest6as | a joints (engle, fill *en.n aise & she,eng, etc.), permeebelity, alteretion, weethee6ag,Escoest6as | ||
. ..,e s ,,i en chemical | . ..,e s ,,i en chemical 1 | ||
1 | |||
= | = | ||
i - | i - | ||
, u_ , - | , u_ , - | ||
p 7 Shale, brick red, slightly silty, becding indi.* tinct bd slippage V O ## fg/ QQj ipgylat_ ,-_m fractygs },,3Q['z.Q*ancles breaking core-n, ace | p 7 Shale, brick red, slightly silty, becding indi.* tinct bd slippage V O ## fg/ QQj ipgylat_ ,-_m fractygs },,3Q['z.Q*ancles breaking core-n, ace SQM.n | ||
SQM.n | |||
~^^' | ~^^' | ||
#:' Sancstone, brick red and ver/ licht gray, v.f. grr.d., -- | #:' Sancstone, brick red and ver/ licht gray, v.f. grr.d., -- | ||
',,'' speckled, v.f. grnd. - alros t siltstece, bedoing 4 30' - gcod we g " | ',,'' speckled, v.f. grnd. - alros t siltstece, bedoing 4 30' - gcod we g " | ||
core broken cross fractures attbeccing 30' bedcing plares in h-10" clanes occasiorI slickedcieces,/some w | |||
n gy .,- | n gy .,- | ||
coated by 1 n thick CACO 3 (?), occasior.al t l' shaly | coated by 1 n thick CACO 3 (?), occasior.al t l' shaly | ||
*** bec, incipient 70*-80', verv *ight joints, sligt vurg Z ro loss | *** bec, incipient 70*-80', verv *ight joints, sligt vurg Z ro loss | ||
' ~ ' | ' ~ ' | ||
. v3a ra r.ce a t 39 ' , 1 -7 m v ars , cu re b roke n in to t l'" Z water g .'.' | . v3a ra r.ce a t 39 ' , 1 -7 m v ars , cu re b roke n in to t l'" Z water g .'.' | ||
;.ecas to 39-h0', cpen vertical fracture L2-h3', broke- ro ck, Ca CO3 coated, beccmes shaly | |||
;.ecas to 39-h0', cpen vertical fracture L2-h3', broke- ro ck, | |||
Ca CO3 coated, beccmes shaly | |||
* h3-kh', conspicuous Z | * h3-kh', conspicuous Z | ||
'y , .I vertical fracturing h5-50', oxidized surfaces, rock brT n | 'y , .I vertical fracturing h5-50', oxidized surfaces, rock brT n | ||
*r e- in max. 3" pieces to 5')' - | *r e- in max. 3" pieces to 5')' - | ||
~ | ~ | ||
* '' N-5 sore lat | * '' N-5 sore lat | ||
- sliccare | - sliccare f"ecturn No te : 3roughout sandy nortion of core, the rock Z has subtle =o ttled appearance rese-blire -- | ||
f"ecturn | |||
No te : 3roughout sandy nortion of core, the rock Z has subtle =o ttled appearance rese-blire -- | |||
diareretic congl. Delieve much frac *ures and - | diareretic congl. Delieve much frac *ures and - | ||
slippage was penecontemporaneous w/ diagenesis.Z | slippage was penecontemporaneous w/ diagenesis.Z Samples taken and sent fcir t esting fren 37-30.'', C 3 3.h -3h .l ' '< hh .5 -h5 ' . Z m *x tes ts - | ||
Samples taken and sent fcir t esting fren 37-30.'', C 3 3.h -3h .l ' '< hh .5 -h5 ' . Z m *x tes ts - | |||
\ - | \ - | ||
J- .-. | J- .-. | ||
a E | a E | ||
0002 199 I | 0002 199 I | ||
Sheet 116 A=end-2 (10-2.c7)e... | Sheet 116 A=end-2 (10-2.c7)e... | ||
Line 11,916: | Line 5,206: | ||
y j g j iesneele5fle, fillias, ees.), emmeability, eitweeien, weethwias, cheeniselbedding (eagle thickness), | y j g j iesneele5fle, fillias, ees.), emmeability, eitweeien, weethwias, cheeniselbedding (eagle thickness), | ||
Escovering e=elve- fractures, f e e...sie s ea e's. | Escovering e=elve- fractures, f e e...sie s ea e's. | ||
No sampling in o~erburden . | No sampling in o~erburden . | ||
C C | C C | ||
s.s o tr o | s.s o tr o | ||
/ | / | ||
Line 11,937: | Line 5,213: | ||
oo | oo | ||
/// to I", slickensides acrocs core ,? ?S.2', short pieces - de#tnitely be tar of core, max. 3.2', but gecd rock - | /// to I", slickensides acrocs core ,? ?S.2', short pieces - de#tnitely be tar of core, max. 3.2', but gecd rock - | ||
?S' | ?S' no na M I M *Aeb' @ *b b ?mmgttled, slickensides alorg h5C fatera desic p | ||
no na M I M *Aeb' @ *b b ?mmgttled, slickensides alorg h5C fatera desic p | |||
Silty shale, bricic red, some CaCQ n / 1/8" liny inclusiens, good core, 3 alone ha rd, omrtings, some bleek s +.1* rire _-a br t' e | Silty shale, bricic red, some CaCQ n / 1/8" liny inclusiens, good core, 3 alone ha rd, omrtings, some bleek s +.1* rire _-a br t' e | ||
/ some partings, core pieces frem .1.7', some t ri.ndinc oC core ye e.! Z | / some partings, core pieces frem .1.7', some t ri.ndinc oC core ye e.! Z Sandstone. med. gn'.d., red k gray. ver+ical jeirting h31 | ||
,,n M _ c i .r r a ~. .. | ,,n M _ c i .r r a ~. .. | ||
/ Silty sha le, brick red, sa' 'y @ hh-hs'. -uch ,-rtrding ~ brrken h7.6-L | / Silty sha le, brick red, sa' 'y @ hh-hs'. -uch ,-rtrding ~ brrken h7.6-L of core, seme 1/88 lim-/ inc. siens, breken h'.3-h3', h5*z accears to be slickensides i h8.5' w/ CACO.,, se-e incipient ''ractures - | ||
of core, seme 1/88 lim-/ inc. siens, breken h'.3-h3', h5*z accears to be slickensides i h8.5' w/ CACO.,, se-e incipient ''ractures - | |||
to drilling | to drilling | ||
+1 across core 9 h6'-h0', seme' black staining throuer.out 2 | +1 across core 9 h6'-h0', seme' black staining throuer.out 2 | ||
Line 11,961: | Line 5,225: | ||
* No te : Samoles taken m test.4 are f 5 ( 28-78.5'i,2 | * No te : Samoles taken m test.4 are f 5 ( 28-78.5'i,2 | ||
#6 ( 33.3-33.9 '), #7 ( 3e-38.7 '), 48 (h1.5- Z hl.3'), a $9 (52.1-52.5') _- | #6 ( 33.3-33.9 '), #7 ( 3e-38.7 '), 48 (h1.5- Z hl.3'), a $9 (52.1-52.5') _- | ||
q W' '. ,. - | q W' '. ,. - | ||
! 0002 200 | ! 0002 200 Sheet 117 Amend-2 (10-2-67) ,,,,,,, ,,,, | ||
Sheet 117 Amend-2 (10-2-67) ,,,,,,, ,,,, | |||
i l | i l | ||
Line 11,975: | Line 5,233: | ||
) | ) | ||
/ | / | ||
$0ll CLASSIFICATION $HEET | $0ll CLASSIFICATION $HEET 5HEET 1 | ||
5HEET 1 | |||
'R OJ E CT : TFr e Mile Islandv.o. L102 51 $1TE AREA Reacter Buildine DRILL HCLE | 'R OJ E CT : TFr e Mile Islandv.o. L102 51 $1TE AREA Reacter Buildine DRILL HCLE | ||
~0NTRACTCRs Edn. Services CC04DINATE5 E LE V ATION iRILLER : Kubitsky GwL0 HRS , | ~0NTRACTCRs Edn. Services CC04DINATE5 E LE V ATION iRILLER : Kubitsky GwL0 HRS , | ||
:LAS5iFIED SY : *3 | :LAS5iFIED SY : *3 | ||
* DATE: 6_20_67 24 HR5_ I i | * DATE: 6_20_67 24 HR5_ I i | ||
C oor.e l | C oor.e l 5PT . | ||
5PT . | |||
G'*auler REMARKS j g , SOIL DESCRIPTION a Seite i Bl -'/ . = d Chemical Comp- , | G'*auler REMARKS j g , SOIL DESCRIPTION a Seite i Bl -'/ . = d Chemical Comp- , | ||
i8 e D.. i., < , Cen. i....cri, Ceie, ; a3e,f,e it,:;a, o ,,,,,,, ,,,,, j 5 a. | i8 e D.. i., < , Cen. i....cri, Ceie, ; a3e,f,e it,:;a, o ,,,,,,, ,,,,, j 5 a. | ||
6 In* e 5.41 Type . Acces.eries J, - | 6 In* e 5.41 Type . Acces.eries J, - | ||
d Cere R ee. G'*u ad **''', | d Cere R ee. G'*u ad **''', | ||
Line 11,993: | Line 5,246: | ||
j | j | ||
> 6 12 18 o.o R ua Core , | > 6 12 18 o.o R ua Core , | ||
p.(rown sandy topsoil wet, Lo 4" suc .ri!c.- rdd. suo a | p.(rown sandy topsoil wet, Lo 4" suc .ri!c.- rdd. suo a 3- 3- 2 4 J | ||
3- 3- 2 4 J | |||
. wa,7.e c. | . wa,7.e c. | ||
2 n 17 9 E*. fed. | 2 n 17 9 E*. fed. | ||
dense to dence, brown f. to cearse . | dense to dence, brown f. to cearse . | ||
., rand & gravel - | ., rand & gravel - | ||
3 16 15 1C sub.- dd. | 3 16 15 1C sub.- dd. | ||
. ' . Icce o- . | . ' . Icce o- . | ||
angular rock fragents t.o}" \ | angular rock fragents t.o}" \ | ||
l L 7 1C Q ..- | l L 7 1C Q ..- | ||
to rc.il. | to rc.il. | ||
5 ic 21 6 a .'- - - | 5 ic 21 6 a .'- - - | ||
dry - | dry - | ||
: 6 8 11 21 . e' oo | : 6 8 11 21 . e' oo | ||
; 7 | ; 7 1C 8 11 WAgarse, yse sand & gravel med. dense to dense sand & | ||
1C 8 11 WAgarse, yse sand & gravel med. dense to dense sand & | |||
wet _ | wet _ | ||
apcears to bc 8 1L 7 16 : | apcears to bc 8 1L 7 16 : | ||
e.' ' ravel - | e.' ' ravel - | ||
9 12 15 17 | |||
9 12 15 17 | * g believe blew c good due to nc . | ||
g | |||
believe blew c | |||
good due to nc . | |||
IC' lt 15 8 * | IC' lt 15 8 * | ||
"i | "i ccbbles & boul | ||
ccbbles & boul | |||
;, ,' _d f._ | ;, ,' _d f._ | ||
11 17 LC encountered bc c .-. - Boulders . | |||
11 17 LC encountered | |||
bc c .-. - Boulders . | |||
. ,<e ,. .p g. _ | . ,<e ,. .p g. _ | ||
a o. . sculders . | a o. . sculders . | ||
Line 12,050: | Line 5,274: | ||
D':k 31t | D':k 31t | ||
./ * -n r - | ./ * -n r - | ||
Started coring O(i . | |||
: : : 0002 201 Sheet 113 /cend-2 (lC-2-c7) | |||
Started coring | |||
O(i . | |||
: : : 0002 201 | |||
Sheet 113 /cend-2 (lC-2-c7) | |||
* l | * l | ||
GILBERT ASSOCIATES,1NC. | GILBERT ASSOCIATES,1NC. | ||
ROCK Ct.A551FICATION, SHEET SHEET 9 0F ' | ROCK Ct.A551FICATION, SHEET SHEET 9 0F ' | ||
Line 12,089: | Line 5,284: | ||
'E W COCRDINATES ANGLE vertical SEARING e BY: GWL DEPTH 120.O' Cw. _ D E S C R I P T 10 H REMARKS R... 4 ; | 'E W COCRDINATES ANGLE vertical SEARING e BY: GWL DEPTH 120.O' Cw. _ D E S C R I P T 10 H REMARKS R... 4 ; | ||
. 3 R..k er.in sia. & sh.p., b.ddin, (. l. thiclin..s), fr.ctor.., f ules, C.aditi.a .Ic.c.. | . 3 R..k er.in sia. & sh.p., b.ddin, (. l. thiclin..s), fr.ctor.., f ules, C.aditi.a .Ic.c.. | ||
I i g 3 i.i.e. tI.p., | I i g 3 i.i.e. tI.p., | ||
a.i.,s.l.e railias, ....), ,., 6.iier, .i,.,...a.., . ,h.,6..,ch. i..i E.....i.,...... | a.i.,s.l.e railias, ....), ,., 6.iier, .i,.,...a.., . ,h.,6..,ch. i..i E.....i.,...... | ||
) v 8.**.soi.n .tc. | ) v 8.**.soi.n .tc. | ||
erc. Z C | |||
erc. Z | 2 ar a ,. r Started coring Z l /o Red hard silty shale, broken to 24.4', rest of core is - | ||
ar a ,. r Started coring Z l /o Red hard silty shale, broken to 24.4', rest of core is - | |||
* '/ | * '/ | ||
good, up to o.8' core pieces, slightly 11=y to 29', - | good, up to o.8' core pieces, slightly 11=y to 29', - | ||
* V8 changes to very limy, red a green to 34.L', slightly Z | * V8 changes to very limy, red a green to 34.L', slightly Z | ||
*# 8 limy 43 3', slickensides at 23 6, 33 2 & 34', alor.g | *# 8 limy 43 3', slickensides at 23 6, 33 2 & 34', alor.g | ||
[ bedding much grinding of core at bottom of mn 38-42' | [ bedding much grinding of core at bottom of mn 38-42' 43 fL | ||
43 fL | |||
~ / E | ~ / E | ||
= | = | ||
n &4 - | n &4 - | ||
m j - | m j - | ||
// v, s : | // v, s : | ||
Line 12,127: | Line 5,302: | ||
Red, med. grained, hard sandsatone, some broken core ZDlack stain or C | Red, med. grained, hard sandsatone, some broken core ZDlack stain or C | ||
.$ y,.,, L5-45 5' cpartings | .$ y,.,, L5-45 5' cpartings | ||
<*a u / Redsiltyshale,hard,goodcorebutsomeshortpieces,b some healed joints, vertical,and near vertical, becomes- | <*a u / Redsiltyshale,hard,goodcorebutsomeshortpieces,b some healed joints, vertical,and near vertical, becomes-grayish red & more sandy at 58', slightly li::y, slicken Cdes across core along L5* bedding plane at 48.4-L8.8', some - | ||
grayish red & more sandy at 58', slightly li::y, slicken Cdes | |||
across core along L5* bedding plane at 48.4-L8.8', some - | |||
' 17 I8 mineralization along partings --- | ' 17 I8 mineralization along partings --- | ||
m , - | m , - | ||
// c.a.s : . | // c.a.s : . | ||
-w ceccang- ot fs ff | -w ceccang- ot fs ff Interfingering sandstone & sna.Le, narc - no ;artings l | ||
Interfingering sandstone & sna.Le, narc - no ;artings l | |||
,/.I, at interfingerings, slightly marbled, vertical mineral-Z stain on parti | ,/.I, at interfingerings, slightly marbled, vertical mineral-Z stain on parti | ||
"' ized joint 64- 64.7' ; good core l | "' ized joint 64- 64.7' ; good core l | ||
n .(pg.. | n .(pg.. | ||
m n /6/ | m n /6/ | ||
+.1 : 0002 <302 1 hr vs.o - | +.1 : 0002 <302 1 hr vs.o - | ||
{ [, ~ Aar, # /s// Red hard, silty shale, short pieces of core, green colorZ o0" ingle slick | { [, ~ Aar, # /s// Red hard, silty shale, short pieces of core, green colorZ o0" ingle slick | ||
'y -r 9 m i n 7 m-+ % e. it 71 r, 75.7' - | 'y -r 9 m i n 7 m-+ % e. it 71 r, 75.7' - | ||
Line 12,164: | Line 5,325: | ||
s a-af | s a-af | ||
,:e = | ,:e = | ||
1 | 1 3 | ||
c - | |||
i 1.ineele'n*fI., tilling, .ec.), p.r .bilier, ie.r es.n | i 1.ineele'n*fI., tilling, .ec.), p.r .bilier, ie.r es.n | ||
...,.s i e s.n | ...,.s i e s.n | ||
....h.esag, ch.. aces E n c e..,in, l | ....h.esag, ch.. aces E n c e..,in, l u. | ||
u. | |||
Pf , led a green =ottled shale w/11=y inclusiens up to :" [ core pcs | Pf , led a green =ottled shale w/11=y inclusiens up to :" [ core pcs | ||
/00 ft &' Interlaminated, hard. fine grained sandstene & shale, rei or N /r r k , reddish, gray, occas(gnalji:;7 inclusions, broken reck Z some mic | /00 ft &' Interlaminated, hard. fine grained sandstene & shale, rei or N /r r k , reddish, gray, occas(gnalji:;7 inclusions, broken reck Z some mic | ||
-,n.- -.., n-.. --- .. , . - _ | -,n.- -.., n-.. --- .. , . - _ | ||
' j Shale, hard, red & green cottled on top & changes to greg , | ' j Shale, hard, red & green cottled on top & changes to greg , | ||
Line 12,192: | Line 5,350: | ||
:9/ 6 = | :9/ 6 = | ||
/ '' | / '' | ||
91 71 / _ | 91 71 / _ | ||
/ | / | ||
/ | / | ||
= | = | ||
f | f | ||
/ | / | ||
/ _ | / _ | ||
,,.. /, ,... - | ,,.. /, ,... - | ||
T.D. Z | T.D. Z | ||
= | = | ||
= | = | ||
= | = | ||
= | = | ||
O _ | O _ | ||
= | = | ||
0002 203 Sheet 120 A=end-2 (10-2-o7),,,,, | |||
0002 203 | |||
Sheet 120 A=end-2 (10-2-o7),,,,, | |||
GILBERT ASSOCIATES. INC. | GILBERT ASSOCIATES. INC. | ||
Line 12,244: | Line 5,373: | ||
;E "I" COCRDINATES ANGLE n-+d,' | ;E "I" COCRDINATES ANGLE n-+d,' | ||
ha 7d -9' SE ARING BY: GwL DEPTH Ka' Core D E $ C R I P T 10 N Ree. | ha 7d -9' SE ARING BY: GwL DEPTH Ka' Core D E $ C R I P T 10 N Ree. | ||
e REMARKS f | e REMARKS f | ||
* e 3 grein size & she,e Condition of core. | * e 3 grein size & she,e Condition of core. | ||
Line 12,250: | Line 5,378: | ||
c Reek(engle, leints type, celer fil lIng, etc.), pern.eebillty, alteration, weathering, cheinicalbedding Escoveting(engle evelvetthickness), frac | c Reek(engle, leints type, celer fil lIng, etc.), pern.eebillty, alteration, weathering, cheinicalbedding Escoveting(engle evelvetthickness), frac | ||
= c.e e.fi etc. | = c.e e.fi etc. | ||
?o' I | ?o' I | ||
: m. - | : m. - | ||
~ | ~ | ||
!.o sampling in overburden - | !.o sampling in overburden - | ||
~ | ~ | ||
l ~~ | l ~~ | ||
C | C 12 2 SS O l'.f- Shaly sandstone, brick red, v. f. grnd., bedding 35'-h5*- | ||
12 2 SS O | |||
l'.f- Shaly sandstone, brick red, v. f. grnd., bedding 35'-h5*- | |||
is short pieces of core .1" max., loss of core due to | is short pieces of core .1" max., loss of core due to | ||
,U - | ,U - | ||
, , , , grinding - | , , , , grinding - | ||
f* | f* | ||
Line 12,283: | Line 5,394: | ||
ir e ,6 Jh-53' many limy inclusior.s 1/32" in diameter | ir e ,6 Jh-53' many limy inclusior.s 1/32" in diameter | ||
// | // | ||
fo much CaC0 .atineralization along fractures Z y '/., h3 7-53' ore improves, pieces max. of .h" | fo much CaC0 .atineralization along fractures Z y '/., h3 7-53' ore improves, pieces max. of .h" | ||
,, o / _- | ,, o / _- | ||
Line 12,289: | Line 5,399: | ||
^ si | ^ si | ||
/ _ | / _ | ||
*e - | *e - | ||
Z | Z H vr | ||
H vr | |||
,,. l/ , , . _ | ,,. l/ , , . _ | ||
i " | i " | ||
.. h. _ | .. h. _ | ||
1 l | 1 l | ||
tb loss of drill water Z | tb loss of drill water Z t- .' . | ||
t- .' . | |||
= | = | ||
0002 204 Sheet 121 Amend-2 (10-2-67) , , , , , , , , , , , | 0002 204 Sheet 121 Amend-2 (10-2-67) , , , , , , , , , , , | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
SGil CLAS$lFICATION SHEET SHEET 1 ROJECT:M*t #d S - W.O. t107 C' SITE AREA % -= a M8'a T a l ed DRILL HOLE ONTRACTOR:IdM* Ser*/ ices COCRDINA T ES E LE V ATION RILLER : GwL 0 HR5_ | SGil CLAS$lFICATION SHEET SHEET 1 ROJECT:M*t #d S - W.O. t107 C' SITE AREA % -= a M8'a T a l ed DRILL HOLE ONTRACTOR:IdM* Ser*/ ices COCRDINA T ES E LE V ATION RILLER : GwL 0 HR5_ | ||
LA55lFIED sy DATE: b-13*b7 24 HR5 _ | LA55lFIED sy DATE: b-13*b7 24 HR5 _ | ||
C earse g 5PT Grenvier REMARK 5 | C earse g 5PT Grenvier REMARK 5 Soll DE5CRIPTION W 5eils i Blows / I $e d Grein Chemical Cem,, | ||
Soll DE5CRIPTION W 5eils i Blows / I $e d Grein Chemical Cem,, | |||
7 as Density (e, Consistency), Cele' 3 Renee | 7 as Density (e, Consistency), Cele' 3 Renee | ||
, e Sise Shee. Geelegic Dere, j +>n. .E | , e Sise Shee. Geelegic Dere, j +>n. .E Sea T,,.. Ae. esse,i.e s Core R ec. cre.a .e..r, Conservetten Preble Re Cm | ||
Sea T,,.. Ae. esse,i.e s Core R ec. cre.a .e..r, Conservetten Preble Re Cm | |||
, , y 4 ,',,(. J.cose, brown very fine sand, scee SM ,, | , , y 4 ,',,(. J.cose, brown very fine sand, scee SM ,, | ||
_ fopsoil, black X, g avel, trace of clay < * | _ fopsoil, black X, g avel, trace of clay < * | ||
* _ l.5-30' 2- 3 4 f n 1.. | * _ l.5-30' 2- 3 4 f n 1.. | ||
3 io 8 #1 ', p Fed. dense, brown, fine to med. , | 3 io 8 #1 ', p Fed. dense, brown, fine to med. , | ||
km 10 '- 10~3 4 , g j3 -silty sand a gravel | km 10 '- 10~3 4 , g j3 -silty sand a gravel | ||
. 2" Ang. - sand slightly | . 2" Ang. - sand slightly | ||
;,, .- to - | ;,, .- to - | ||
Line 12,345: | Line 5,426: | ||
s ~.A - | s ~.A - | ||
g 9 9 gj, cc. cense, crown fine sand, sete g av n , ,, , , | g 9 9 gj, cc. cense, crown fine sand, sete g av n , ,, , , | ||
- ~~' | - ~~' | ||
7 is 8 /e *N ie r | 7 is 8 /e *N ie r | ||
- rdd. | - rdd. | ||
g 9 j, ff #,} K,e,d dense, multi-colored grt. vel, se re | g 9 j, ff #,} K,e,d dense, multi-colored grt. vel, se re | ||
* 2" | * 2" Ang.[ 2, ' 2 3.,7,[~,*.,4Y q et r5 to % -5N dUsE,S.dNF-c8 | ||
Ang.[ 2, ' 2 3.,7,[~,*.,4Y | |||
q et r5 to % -5N dUsE,S.dNF-c8 | |||
~. _v Idee"61Ye1 & re 1. + 2" Cub a-: r- 30-LO%ca-5 | ~. _v Idee"61Ye1 & re 1. + 2" Cub a-: r- 30-LO%ca-5 | ||
. i ou am u _ - - | . i ou am u _ - - | ||
Io T rJ 77 ?.'*.* ddd , , | Io T rJ 77 ?.'*.* ddd , , | ||
a n 11 4r 7s* o | a n 11 4r 7s* o | ||
,' f.. Dense to very dense, brown sand 'e g av 21, Et | ,' f.. Dense to very dense, brown sand 'e g av 21, Et i < 2" - | ||
i < 2" - | |||
e s. v 7. - | e s. v 7. - | ||
:(* _ trace of silt Sub - suspects cebble ju< | :(* _ trace of silt Sub - suspects cebble ju< | ||
Line 12,369: | Line 5,442: | ||
'3 II 3' 3 i ,* | '3 II 3' 3 i ,* | ||
, ". dense, becwn silty sand le gravel " | , ". dense, becwn silty sand le gravel " | ||
]orecovery Sub a' g | ]orecovery Sub a' g | ||
. flo Wg k *.,]:,,_ | . flo Wg k *.,]:,,_ | ||
.o | .o | ||
.s %- - | .s %- - | ||
Begin coring d 24 5' - | Begin coring d 24 5' - | ||
9 I a | 9 I a | ||
0002 205 a | |||
Sheet 122 Amend _2 (lC_2-o7) | |||
0002 205 | |||
GILBERT ASSOCIATES. INC. | GILBERT ASSOCIATES. INC. | ||
ROCK Cl.A1SIFICATION, $HEET SH r. ET 2 0F 3 CATE 6-13-67 r htmen14te 7disen Co. NO. L192-51 DRILL HOLE NO. U*3 OTOR Tda % M oam $1TE AREA % M e M47* T91trd ELEY. 200.8' | ROCK Cl.A1SIFICATION, $HEET SH r. ET 2 0F 3 CATE 6-13-67 r htmen14te 7disen Co. NO. L192-51 DRILL HOLE NO. U*3 OTOR Tda % M oam $1TE AREA % M e M47* T91trd ELEY. 200.8' | ||
Line 12,423: | Line 5,458: | ||
, "I 3 ,,ein sine & ehe,e bedding (engle thickness), frectures, foules, Condition of core, f 1 $ j Reels type, loint (engle,celo,!!ng, fil etc.), permeability, alteration, weethering, chemical Escovering evoluet | , "I 3 ,,ein sine & ehe,e bedding (engle thickness), frectures, foules, Condition of core, f 1 $ j Reels type, loint (engle,celo,!!ng, fil etc.), permeability, alteration, weethering, chemical Escovering evoluet | ||
> a < empes ition et<. | > a < empes ition et<. | ||
C C | C C | ||
w uf Begin coring @ 24 5' = | w uf Begin coring @ 24 5' = | ||
n 1" | n 1" | ||
a., 'f.j!, | a., 'f.j!, | ||
.s: ,.a.s Sandstone, brick red, med, hard, badly broken Z h | |||
.s: ,.a.s Sandstone, brick red, med, hard, badly broken Z | Ja 43 Sandy silty shale, brick red, hard, 45 bedding Q right Z l W f angles to joints, slickensides diagonal to bedding 9 -Lost H 2O (500 33 8, 34.1, 36 3, 37.0,42.0', 45*slickensides @ 3a.5' La 38 5-44 5' fee 7.. /- & 44.5' , soft weathered seam 43 1-43 3', core broken Z to 31 5' & 34-37 5 ' . 40,6 - 42.4 ', 44 3-l.4 5' many vertig1 i nr / fractures, very good rock below 44'. - | ||
t I. - | t I. - | ||
,/. _ | ,/. _ | ||
re. os. : | re. os. : | ||
Line 12,446: | Line 5,470: | ||
/ y - | / y - | ||
wt : | wt : | ||
l Y= | l Y= | ||
* El 8 . . | * El 8 . . | ||
Some rehealed joints'60*to 70*. ; | Some rehealed joints'60*to 70*. ; | ||
97 (,4 "" | 97 (,4 "" | ||
Line 12,461: | Line 5,482: | ||
Ice | Ice | ||
,/ W e' : | ,/ W e' : | ||
/ 64 5-71.8' silty shale, brick red, harp, 40* bedding Z c.ht | / 64 5-71.8' silty shale, brick red, harp, 40* bedding Z c.ht | ||
/ | / | ||
/ w/some cacc along joints, good rock, seme healed | / w/some cacc along joints, good rock, seme healed | ||
/* tb highanglehointing - | /* tb highanglehointing - | ||
v ,. 9. / : 0002 206 4.1 | v ,. 9. / : 0002 206 4.1 t'' see hf : | ||
t'' see hf : | |||
Shee: 123 A=end-2 (10-2-67) es,...e ,,se | Shee: 123 A=end-2 (10-2-67) es,...e ,,se | ||
GIL'f ERT ASSOCIATES, INC. | GIL'f ERT ASSOCIATES, INC. | ||
ROCX CLASSIFICATION, SHEET SNEET 3 0F _ | ROCX CLASSIFICATION, SHEET SNEET 3 0F _ | ||
DATE 6-l' RCJECT %* W Co. No. Llo2 Cl DRILL NOLE No._ | DATE 6-l' RCJECT %* W Co. No. Llo2 Cl DRILL NOLE No._ | ||
ONTRACTOR Fdn. Serrices $1TE AREAThree Mile Island ELEY. 2 ORE SIZE | ONTRACTOR Fdn. Serrices $1TE AREAThree Mile Island ELEY. 2 ORE SIZE C00RDINATE$ ANGLE YOf t 101 A$ LNG L" BEARING OGGED BY: GWL lb*9 E 1*5 hrs. Depyw 1 P re s s. C *'s _ D E $C RIP Tl0 N REa Test Ree. e | ||
C00RDINATE$ ANGLE YOf t 101 A$ LNG L" BEARING OGGED BY: GWL lb*9 E 1*5 hrs. Depyw 1 P re s s. C *'s _ D E $C RIP Tl0 N REa Test Ree. e | |||
, e 3 Rockt pe celer grain eine & shape, bedding (engle thickness), frecturds, faults, Condition f .j,a o,. 2 I ; C j jointe feng,le, filling, etc.), permeability, etteretion, weethering, cheenical Exceestin, y composition ns 77 2. 71 | , e 3 Rockt pe celer grain eine & shape, bedding (engle thickness), frecturds, faults, Condition f .j,a o,. 2 I ; C j jointe feng,le, filling, etc.), permeability, etteretion, weethering, cheenical Exceestin, y composition ns 77 2. 71 | ||
* 8~h7,* 2 ',4sE*N4 thy 0A .,~ 33~I'bi brick red, shaley in &;.ots, | * 8~h7,* 2 ',4sE*N4 thy 0A .,~ 33~I'bi brick red, shaley in &;.ots, | ||
[ | [ | ||
/ Silty shale, brick red, hard, ;(cod cere, pieces up to 1.Z seme rehealed [cints, vertical $nigh angle joints, breke" | / Silty shale, brick red, hard, ;(cod cere, pieces up to 1.Z seme rehealed [cints, vertical $nigh angle joints, breke" | ||
Line 12,487: | Line 5,500: | ||
core St.2- 84.8' - | core St.2- 84.8' - | ||
/.%C _ , | /.%C _ , | ||
g gg :. Sandscone, rec & gray, :;ne gra nec, mea. nara, accc - | g gg :. Sandscone, rec & gray, :;ne gra nec, mea. nara, accc - | ||
rehealed bedding joints #2 planes, broken 91.6-93.l' Z 9d ** | rehealed bedding joints #2 planes, broken 91.6-93.l' Z 9d ** | ||
due to jointing (=inerr.11:ed), seme shale interfingerinE ; | due to jointing (=inerr.11:ed), seme shale interfingerinE ; | ||
*; 92 5-97.2' - | *; 92 5-97.2' - | ||
i | i S7 I*e m ._'- 4 7. L - | ||
S7 | |||
I*e | |||
m ._'- 4 7. L - | |||
#//l 9 s. 7 ' | #//l 9 s. 7 ' | ||
oCa** | oCa** | ||
Line 12,510: | Line 5,513: | ||
'. toe., | '. toe., | ||
. . - Q 4 pone4 , gray, hard, med. grnd., gccc core-pcs. V.)-A.. ;rre(;u. | . . - Q 4 pone4 , gray, hard, med. grnd., gccc core-pcs. V.)-A.. ;rre(;u. | ||
/ed | /ed | ||
//f f ,a Shale, biick red, hard; 100.9-110' - sandstent. w/ mineral @dfract | //f f ,a Shale, biick red, hard; 100.9-110' - sandstent. w/ mineral @dfract | ||
'.. 1 f4 102.9-103 3' slickensides A L5' angles w/ca' cite mineralia . _ation | '.. 1 f4 102.9-103 3' slickensides A L5' angles w/ca' cite mineralia . _ation | ||
/j/) along them | /j/) along them l | ||
9/ to .. | |||
1033-105.L' shale,redagreenmottled,hardw/much113 1/8" J 7f/ inclusions _ l ya 7,/ 105.L-109' Sandstone, red a gray, f. grnd., micaceous, E2mc cahle | 1033-105.L' shale,redagreenmottled,hardw/much113 1/8" J 7f/ inclusions _ l ya 7,/ 105.L-109' Sandstone, red a gray, f. grnd., micaceous, E2mc cahle | ||
,: interfingering | ,: interfingering l | ||
/* 109-119 3' li:r/ ahale, red & green, hard, some =arblingy-.breken i 9' U / [4 114.1-114.8' Z l n.- - | |||
l | !to.e 119 3-120' Shale, brick red, broken o end of run, crobaMy I | ||
/* 109-119 3' li:r/ ahale, red & green, hard, some =arblingy-.breken i 9' U / [4 114.1-114.8' Z l | i oc ,, v - . .e, . . _ _ .._... - | ||
1 T. D. 120' ! | |||
n.- - | i I | ||
!to.e 119 3-120' Shale, brick red, broken o end of run, crobaMy | |||
oc ,, v - . .e, . . _ _ .._... - | |||
1 | |||
T. D. 120' ! | |||
i | |||
I | |||
O - | O - | ||
E o , | E o , | ||
E 0002 207 Sheec '.2h Amend-2 (lC-2-c7)s ... a | |||
E 0002 207 | |||
Sheec '.2h Amend-2 (lC-2-c7)s ... a | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
Line 12,572: | Line 5,540: | ||
Esce.e sas evolve, i | Esce.e sas evolve, i | ||
8 c. | 8 c. | ||
1 4 No sampling in orarburden - | |||
1 | |||
4 No sampling in orarburden - | |||
fe<. | fe<. | ||
= | = | ||
Z | Z ss e nr r g Shale 'e sandstone, interbedded, some vertical jointing, h | ||
ss e nr r g Shale 'e sandstone, interbedded, some vertical jointing, h | |||
g :y some marbling, broken, short pieces of core, some limy | g :y some marbling, broken, short pieces of core, some limy | ||
, , , ?[jj inclusions, bedding @ ho* some Mnox staining along --- | , , , ?[jj inclusions, bedding @ ho* some Mnox staining along --- | ||
. fractures, ccre loss due to grir. ding, very poor recover 0 .- | . fractures, ccre loss due to grir. ding, very poor recover 0 .- | ||
4 Ma *' | 4 Ma *' | ||
.n /.4. , - | .n /.4. , - | ||
m *; . n e. ~ | m *; . n e. ~ | ||
I Shale, rec ' green mo ttled, hard, some gr.nding, slicken-ra "oie side E * }?,5', 55' joint Ll.5', elickenside diagonal semE d* 81 * ** d 1 I | I Shale, rec ' green mo ttled, hard, some gr.nding, slicken-ra "oie side E * }?,5', 55' joint Ll.5', elickenside diagonal semE d* 81 * ** d 1 I | ||
** ,?.44.fl a._ < , | ** ,?.44.fl a._ < , | ||
Line 12,605: | Line 5,555: | ||
c,- micacecus, some Cat,C> along partings, coor recover / | c,- micacecus, some Cat,C> along partings, coor recover / | ||
We ... | We ... | ||
: :, ar - | : :, ar - | ||
/ | / | ||
Line 12,614: | Line 5,563: | ||
l : | l : | ||
l No less of drill water _ | l No less of drill water _ | ||
b E 6 o 5 0002 208 | |||
b E 6 o 5 | |||
0002 208 | |||
.We Sheet 125 Amend-2 (10-2-67) ,,,,,,,,,,, | .We Sheet 125 Amend-2 (10-2-67) ,,,,,,,,,,, | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
50ll CLASSIFICATION SHEET ROJECT S""* W 7a IM7 **'! W.O. llc 2-51 $lTE AREA Reacter uildinF DRILL HOLE CNTRACTORa dre Services CCCR DINAT ES E LEV ATION ) | 50ll CLASSIFICATION SHEET ROJECT S""* W 7a IM7 **'! W.O. llc 2-51 $lTE AREA Reacter uildinF DRILL HOLE CNTRACTORa dre Services CCCR DINAT ES E LEV ATION ) | ||
Line 12,639: | Line 5,576: | ||
{ | { | ||
j ' la-cE 5 | j ' la-cE 5 | ||
j | j Density (e, Consistency), Celer . | ||
Density (e, Consistency), Celer . | |||
"$,",',' fM G..legic Dete, 5 41 Typ . Ac.esseri** d Core R ec. C'**ad **'''. | "$,",',' fM G..legic Dete, 5 41 Typ . Ac.esseri** d Core R ec. C'**ad **'''. | ||
censween n PreM. | censween n PreM. | ||
Line 12,651: | Line 5,584: | ||
2 3 6 5 l 'erawn sand and eravel, trace of sil - | 2 3 6 5 l 'erawn sand and eravel, trace of sil - | ||
f'O | f'O | ||
' - ~ | ' - ~ | ||
os GM up tc | os GM up tc | ||
'1 9 la 7 . | '1 9 la 7 . | ||
,s 1., . . ..uc r:-d. to | ,s 1., . . ..uc r:-d. to L 29 $0 ' 'i"rr rdd. " | ||
L 29 $0 ' 'i"rr rdd. " | |||
r o- k . it Qtp41cer crv | r o- k . it Qtp41cer crv | ||
~ | ~ | ||
- 71 1' 1h aj Zulti-colored cense to v. cense 6 17 12 lh aand <2 gravel, trace of silt, trace - | |||
- 71 1' 1h aj Zulti-colored cense to v. cense | |||
6 17 12 lh aand <2 gravel, trace of silt, trace - | |||
L . | L . | ||
I' ** coal moist - | I' ** coal moist - | ||
7 13 21^ 90 | 7 13 21^ 90 trace of clay below 11' - | ||
e 11 1 ?: ,): | e 11 1 ?: ,): | ||
~ | ~ | ||
~3 17 15 20 5 | ~3 17 15 20 5 | ||
o' [ | o' [ | ||
dr/ IL-15.5' 13 c 13 19 | |||
dr/ IL-15.5' | |||
13 c 13 19 | |||
'. wa sn sa-ole 15.5-17' | '. wa sn sa-ole 15.5-17' | ||
~ | ~ | ||
11 15 21 31 ,Y ~ | 11 15 21 31 ,Y ~ | ||
~ | ~ | ||
. 'o | . 'o l? 13 ?6 1e .#r ~ | ||
l? 13 ?6 1e .#r ~ | |||
Cobble 17 -16.5 ' acis t _ | Cobble 17 -16.5 ' acis t _ | ||
a 13 IL M 60 N '$ - 19-?3.5' wet . | a 13 IL M 60 N '$ - 19-?3.5' wet . | ||
: .c ek ei' o :*ule..-s : | : .c ek ei' o :*ule..-s : | ||
-nr - | -nr - | ||
8 14 _ e O :: | |||
0002 209 Sheet 126 Amer.d-2 (10-2-67) | |||
8 14 _ e | |||
O :: | |||
0002 209 | |||
1 l | 1 l | ||
1 GILBERT ASSOCIATES. INC. | 1 GILBERT ASSOCIATES. INC. | ||
ROCK CLASSIFICATION, SHEET SHEET 9 0F ? | ROCK CLASSIFICATION, SHEET SHEET 9 0F ? | ||
OATE 4 a4 -4' blC?-51 Dbf | OATE 4 a4 -4' blC?-51 Dbf | ||
'Th e - Vd'a T.1 i-d NO. ORILL HOLE No. | 'Th e - Vd'a T.1 i-d NO. ORILL HOLE No. | ||
: TOR @ 'a" rd m $1TE AREA .e-+-- ,4- <4-~ ELEY. 299.5' | : TOR @ 'a" rd m $1TE AREA .e-+-- ,4- <4-~ ELEY. 299.5' | ||
Line 12,748: | Line 5,620: | ||
Core D E S C R I P T 10 N Ree. e REMARICS f | Core D E S C R I P T 10 N Ree. e REMARICS f | ||
"'i 3 Rock type, celer green sine & shape, bedding (eagle thicknese), fractures, fs.Jes, Condition of core. | "'i 3 Rock type, celer green sine & shape, bedding (eagle thicknese), fractures, fs.Jes, Condition of core. | ||
I { g j joints (engle, filling, etc.), permeability, alteretion, weathoceng, chemical | I { g j joints (engle, filling, etc.), permeability, alteretion, weathoceng, chemical Escoveeing e,el sti as v c om,. . i,s .n .... | ||
Escoveeing e,el sti as v c om,. . i,s .n .... | |||
Yd Sample fresi 36.2-36.7' sent for unconfined test E eec - | Yd Sample fresi 36.2-36.7' sent for unconfined test E eec - | ||
l l = | l l = | ||
ur ><r Started coring ~~ | ur ><r Started coring ~~ | ||
,2 so lj-M,'i Rec .t gray, f. grnd., micaecus, sandstone, ir,terlayeredN beddireplane$ | ,2 so lj-M,'i Rec .t gray, f. grnd., micaecus, sandstone, ir,terlayeredN beddireplane$ | ||
Line 12,770: | Line 5,629: | ||
. . .s .- | . . .s .- | ||
dr ** l' 5" f/// - | dr ** l' 5" f/// - | ||
... 11, No Red i green mottled, hard shale, some 11:7 inclusicns Z slickersides c | |||
... 11, | |||
No Red i green mottled, hard shale, some 11:7 inclusicns Z slickersides c | |||
,, .,, 3 36.2-36.h', badly broken zone, greenish color, desiccateE some ces.-51*r 1-+, - 2 3 - /i 1 p ai fe f6 ' ': Reddish gray, hard sandstere, w/interficeerine of shale - | ,, .,, 3 36.2-36.h', badly broken zone, greenish color, desiccateE some ces.-51*r 1-+, - 2 3 - /i 1 p ai fe f6 ' ': Reddish gray, hard sandstere, w/interficeerine of shale - | ||
# ' ; some marbling, bmken hh-Lh.?', some bish angle to Z com ces. O 1 | # ' ; some marbling, bmken hh-Lh.?', some bish angle to Z com ces. O 1 | ||
.., y,. , vertical jotnting, beddinr 39Ih1* - 0.;' | .., y,. , vertical jotnting, beddinr 39Ih1* - 0.;' | ||
Line 12,784: | Line 5,637: | ||
~ | ~ | ||
core m - | core m - | ||
/> nn - | /> nn - | ||
'" IJ 9 | '" IJ 9 | ||
/ | / | ||
~ Ao, | ~ Ao, Red | ||
Red | |||
~ ,,,-. | ~ ,,,-. | ||
-n. | -n. | ||
hard silty shale, sere breken cora, ray be due to | hard silty shale, sere breken cora, ray be due to | ||
,.-e.,un- _--..,<. e-c . .a ,... >.r .a 2 | ,.-e.,un- _--..,<. e-c . .a ,... >.r .a 2 | ||
10 " | 10 " | ||
lookirre A | lookirre A M - | ||
M - | |||
{/' , Excellent : | {/' , Excellent : | ||
Brick red silty shale, beddire s+ LO-5C' 60* fracturas | Brick red silty shale, beddire s+ LO-5C' 60* fracturas | ||
Line 12,810: | Line 5,654: | ||
lmm thick, also a third set 155 60*which is oeer v; e lori' a ~8s-ob icus which core breaks, 0.2 broken rar e 9 71' due to drillire-- but elsewhere reirr cut at | lmm thick, also a third set 155 60*which is oeer v; e lori' a ~8s-ob icus which core breaks, 0.2 broken rar e 9 71' due to drillire-- but elsewhere reirr cut at | ||
(, ' s' .;s | (, ' s' .;s | ||
\ | \ | ||
17' 3s | 17' 3s | ||
[ vibration on 70'0aCO coated joint @ 82, 85, 3 fill 85',d'/ery i i' t8'\ith6C t, " h' ''''* " " | [ vibration on 70'0aCO coated joint @ 82, 85, 3 fill 85',d'/ery i i' t8'\ith6C t, " h' ''''* " " | ||
* urbreken | * urbreken hol' | ||
hol' | |||
?^ - | ?^ - | ||
I E 0002 210 Sheet 127 Amend-2 (10-2-67) ,,,,,,,,,,, | I E 0002 210 Sheet 127 Amend-2 (10-2-67) ,,,,,,,,,,, | ||
GIL!ERT ASSOCIATES, INC. | GIL!ERT ASSOCIATES, INC. | ||
ROCK CLASSIFICATION, SHEET 5NEET ' 0F _ ~ | ROCK CLASSIFICATION, SHEET 5NEET ' 0F _ ~ | ||
Line 12,829: | Line 5,666: | ||
ELEY. ''O CNTRACTOR #4*- C a *- d a a . SITE AREA " | ELEY. ''O CNTRACTOR #4*- C a *- d a a . SITE AREA " | ||
-c+r:- 'fi.- | -c+r:- 'fi.- | ||
.ORESIZE 'X C00RotNATES ANGLE "a**4cel | .ORESIZE 'X C00RotNATES ANGLE "a**4cel | ||
: ASING La SEARING 0q - | : ASING La SEARING 0q - | ||
.0GGED BY: GWL DEPTH - | .0GGED BY: GWL DEPTH - | ||
Pre s s . Core DE$CRIPTION R E ar Test Rec. * | |||
Pre s s . Core | |||
.i $ Rock pe, cafe, grein size & shese, bedding (engle thickness), fractue's, faults, Condition 3 y g j joints engle, filling, etc.), permeability, eiteration, weathering, chemical Escovetins | .i $ Rock pe, cafe, grein size & shese, bedding (engle thickness), fractue's, faults, Condition 3 y g j joints engle, filling, etc.), permeability, eiteration, weathering, chemical Escovetins | ||
: a. ,s ={ a{ c.m..siti.a "Z 4 _ | : a. ,s ={ a{ c.m..siti.a "Z 4 _ | ||
/eo i. Z sea _ | |||
/eo i. Z | |||
sea | |||
_ | |||
See sheet t1 Z | See sheet t1 Z | ||
/** Ja - | /** Ja - | ||
4 no .- Brick red sandy siltstere, sordy certi rs nrwe " .f. Z eveeller | 4 no .- Brick red sandy siltstere, sordy certi rs nrwe " .f. Z eveeller | ||
.f,! . , grnd. light gray sceckled eccearence, rec'e is cecerterc er | .f,! . , grnd. light gray sceckled eccearence, rec'e is cecerterc er | ||
Line 12,856: | Line 5,681: | ||
coas lau | coas lau | ||
** ". ) | ** ". ) | ||
. occasional steep * "O* CACO and/o r 1 h o niso nsre centeh ** 2 ** | . occasional steep * "O* CACO and/o r 1 h o niso nsre centeh ** 2 ** | ||
*# 3 | *# 3 | ||
Line 12,865: | Line 5,689: | ||
: ,,, ,q- sbilar beddir.g plane vug i ]l5' w/O.Per c:7stals s Z | : ,,, ,q- sbilar beddir.g plane vug i ]l5' w/O.Per c:7stals s Z | ||
. J' a t 115 ' -- | . J' a t 115 ' -- | ||
' * | ' * | ||
* zo 7 slightly broker 112-120' but due to dri:;ine Z | * zo 7 slightly broker 112-120' but due to dri:;ine Z 115-116' .5m: site 15y inclusicn rivice erl .arcerrarT : | ||
i rock spring rii;ted, some ore left in hole or last run -- | |||
115-116' .5m: site 15y inclusicn rivice erl .arcerrarT : | |||
i | |||
rock spring rii;ted, some ore left in hole or last run -- | |||
- nn * | - nn * | ||
. . = | . . = | ||
s..'. | s..'. | ||
~ | ~ | ||
i noa ste o | i noa ste o | ||
: r. J . - | : r. J . - | ||
1 5 | 1 5 | ||
[ | [ | ||
t | t | ||
'm aa . | 'm aa . | ||
x 002 211 | x 002 211 | ||
.- y w | .- y w | ||
Shee '.23 A.end-2 (*.C-2-67),,,, , | Shee '.23 A.end-2 (*.C-2-67),,,, , | ||
Line 12,934: | Line 5,712: | ||
> SYs GWL 17 6' - o det CEPTH 70 5' Core Res. | > SYs GWL 17 6' - o det CEPTH 70 5' Core Res. | ||
* _ | * _ | ||
D E $ C R 1 P T 10 N REMARK $ | |||
3 3 , | 3 3 , | ||
Rock type, celee geein sine & she,e bedding (engl ehschness), frectuees, faults, I | Rock type, celee geein sine & she,e bedding (engl ehschness), frectuees, faults, I | ||
{ Condition el core. | { Condition el core. | ||
CC y | CC y | ||
{ C ] joints (engle, filling, etc.), poemeebelity, alteestles, w*etherieg, chemical Essevering e,easet 3 compee stion 888 | { C ] joints (engle, filling, etc.), poemeebelity, alteestles, w*etherieg, chemical Essevering e,easet 3 compee stion 888 No sa:Pling in overburder C l me .1Le | ||
No sa:Pling in overburder C | |||
l me .1Le | |||
,- Sandstone; brick red; fine grained; very 'crcken to Z | ,- Sandstone; brick red; fine grained; very 'crcken to Z | ||
.[ | .[ | ||
broken with no pieces >3"; Mn0x staining 3 2L.0'; white - | broken with no pieces >3"; Mn0x staining 3 2L.0'; white - | ||
an . | an . | ||
Line 12,971: | Line 5,727: | ||
n JS .Y . | n JS .Y . | ||
~ | ~ | ||
32.0' above beceres cors shaly; gradually grading intoZ-3 J.T . ' - | 32.0' above beceres cors shaly; gradually grading intoZ-3 J.T . ' - | ||
. a sandy shale - | . a sandy shale - | ||
. s | . s | ||
.w e .' . | .w e .' . | ||
9a 4 .. | 9a 4 .. | ||
.,,- Shale; brick red; fine grained; very broken with no piecU m ' , *., >3"; blue-green pinersi staining a 43.0'; jointing i 2 | .,,- Shale; brick red; fine grained; very broken with no piecU m ' , *., >3"; blue-green pinersi staining a 43.0'; jointing i 2 758 with bedding a 40-50* - | ||
758 with bedding a 40-50* - | |||
. 3 5-50.0' more sandy than above Z | . 3 5-50.0' more sandy than above Z | ||
a ,- .. - | a ,- .. - | ||
. zu - | . zu - | ||
Line 12,997: | Line 5,746: | ||
: ^*8 3 haly sandstone; reddish gray; fine grained; gcod core Z r dth pieces up to .8' seme grinding due to drilling; - | : ^*8 3 haly sandstone; reddish gray; fine grained; gcod core Z r dth pieces up to .8' seme grinding due to drilling; - | ||
g,,t _ .[, ,' nineralisation (wnite) along scre bedding planes; beddinf- | g,,t _ .[, ,' nineralisation (wnite) along scre bedding planes; beddinf- | ||
.r. D 35-p*; becomes more shaly with depth ; | .r. D 35-p*; becomes more shaly with depth ; | ||
l i _ew:.0 | l i _ew:.0 I | ||
I | |||
0002 212 Sheet 129 Aciend-2 (10-2-67),,,,,,, ,,,, | 0002 212 Sheet 129 Aciend-2 (10-2-67),,,,,,, ,,,, | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
N ROCK CLASSIFICATION, SHEET $NEET 2 0F _ | N ROCK CLASSIFICATION, SHEET $NEET 2 0F _ | ||
DATE | DATE | ||
'ROJECT W* "- NO. ''e_c' DRILL HOLE NO.a l0NTRACTOR Fdtn. Services $1TE AREA 2h:"Ce P*ile I31E".d ELEV... ~ ~O . | 'ROJECT W* "- NO. ''e_c' DRILL HOLE NO.a l0NTRACTOR Fdtn. Services $1TE AREA 2h:"Ce P*ile I31E".d ELEV... ~ ~O . | ||
OX a "e ''** | OX a "e ''** | ||
00RESIZE COORDINATES ANGLE lA31NG b" BE ARfMG __ | 00RESIZE COORDINATES ANGLE lA31NG b" BE ARfMG __ | ||
.0GGED BY: GWL ''6' | .0GGED BY: GWL ''6' OEPTH _ ''. | ||
OEPTH _ ''. | |||
Press. C ee. _ D E $ C R I P T 10 N RE6 Tese Rec. . e _ | Press. C ee. _ D E $ C R I P T 10 N RE6 Tese Rec. . e _ | ||
3 C.nditi.n 3 | 3 C.nditi.n 3 | ||
a. | a. | ||
,:o = | ,:o = | ||
I v | I v | ||
Line 13,030: | Line 5,767: | ||
- (T S/ er . | - (T S/ er . | ||
. . 4s above __ | . . 4s above __ | ||
. ..D. .'.~ 0 lo:: cf r:, .. wa' c :- - | . ..D. .'.~ 0 lo:: cf r:, .. wa' c :- - | ||
l | l | ||
- i l | |||
1 l | |||
- i | |||
l | |||
1 | |||
l | |||
Z ! | Z ! | ||
i | i | ||
.m l l | |||
: 1 Z i | |||
- l r _, | |||
.m l | |||
l | |||
: 1 | |||
Z i | |||
- l | |||
r _, | |||
- g' | - g' | ||
. i . | . i . | ||
t Sheet 13C A=end-2 (10-2-67.4 .. . : | t Sheet 13C A=end-2 (10-2-67.4 .. . : | ||
i | i | ||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
ROCK Cl.AS$1FICATION, 5HE ET 5 MEET 1 0F 9 DATE ' '' ' h # 7 | ROCK Cl.AS$1FICATION, 5HE ET 5 MEET 1 0F 9 DATE ' '' ' h # 7 aw . v 4 ', T .1 s-,4 NO. L, c e _ c, DRILL McL,E NO. | ||
aw . v 4 ', T .1 s-,4 NO. L, c e _ c, DRILL McL,E NO. | |||
'' a ff' | '' a ff' | ||
: TOR Fdn. Ser* rices $1TE AREA **Mc**? ""didd ~, | : TOR Fdn. Ser* rices $1TE AREA **Mc**? ""didd ~, | ||
Line 13,156: | Line 5,790: | ||
Cwe _ D E $C PIP TIO N REMARKS Re4. .! e i $ seier grein sine & she,e Condiesen el seve. | Cwe _ D E $C PIP TIO N REMARKS Re4. .! e i $ seier grein sine & she,e Condiesen el seve. | ||
! 1 | ! 1 | ||
- g - | - g - | ||
e Reek loines Efle, filling, e...), p.e ehdity, elverevien, weathering, che 4eelbeWing (engle thickness), | e Reek loines Efle, filling, e...), p.e ehdity, elverevien, weathering, che 4eelbeWing (engle thickness), | ||
Line 13,162: | Line 5,795: | ||
, a d c a.,.. .ei.n eve. | , a d c a.,.. .ei.n eve. | ||
fa -. | fa -. | ||
1sc. - | 1sc. - | ||
Overburden not sampled Z C | |||
C n, 2s. , Started co ring w | |||
Overburden not sampled Z | |||
n, 2s. , Started co ring w | |||
Sandstone, brick red, shaly, v. f. grnd., slightly | Sandstone, brick red, shaly, v. f. grnd., slightly | ||
,, g . .:,,. - | ,, g . .:,,. - | ||
3" | 3" | ||
Line 13,187: | Line 5,808: | ||
/** M t | /** M t | ||
,v.s 3 . :/ sa z Fed 4 g~sy sandsto w -. . wi ne,v med ha rd micaceous, some vertical-e ,- e + ,,4., | ,v.s 3 . :/ sa z Fed 4 g~sy sandsto w -. . wi ne,v med ha rd micaceous, some vertical-e ,- e + ,,4., | ||
3 g3.,4 air _ - | 3 g3.,4 air _ - | ||
,,. 4o Red & green mottled, dessicated looking, limy shale, har=n , | ,,. 4o Red & green mottled, dessicated looking, limy shale, har=n , | ||
m slickensides at h2.5', diagenal acress core-hh-hh.5'- Z | m slickensides at h2.5', diagenal acress core-hh-hh.5'- Z | ||
Line 13,200: | Line 5,817: | ||
4 ee en -a rtm | 4 ee en -a rtm | ||
** ,,M | ** ,,M | ||
: Shaly,sanEtone, . grayish red, v. f. grnd., good core, _- interfingerirs | : Shaly,sanEtone, . grayish red, v. f. grnd., good core, _- interfingerirs hard, max. length of pieces 2.5', smallest pieces 0.2',- sandstone i st bending ho*t, jointing at 60*-75;' abundant caco filled j' fractured 63-77', broken tene 9 77-78', small imy - | ||
hard, max. length of pieces 2.5', smallest pieces 0.2',- sandstone i st bending ho*t, jointing at 60*-75;' abundant caco filled | |||
j' fractured 63-77', broken tene 9 77-78', small imy - | |||
/.d . | /.d . | ||
inclusions at 76.5', some black staining ~ | inclusions at 76.5', some black staining ~ | ||
n u .;, . | n u .;, . | ||
,,, Y- | ,,, Y- | ||
/: | /: | ||
l | l | ||
?; | ?; | ||
* dlyL . | * dlyL . | ||
0002 214 m W - | 0002 214 m W - | ||
Sheet 131 Amend-2(10-2-671.,,,,,,,,,, | Sheet 131 Amend-2(10-2-671.,,,,,,,,,, | ||
Line 13,229: | Line 5,833: | ||
O | O | ||
~ ' ' ' | ~ ' ' ' | ||
DATE --- | DATE --- | ||
8ROJECT T3ree Mile Island NO. 11 CS c1 ORILL HOLE NO._ | 8ROJECT T3ree Mile Island NO. 11 CS c1 ORILL HOLE NO._ | ||
Line 13,240: | Line 5,843: | ||
: a. ,:o = | : a. ,:o = | ||
1 v | 1 v | ||
j g | j g i 1.ines (.afi., filline, .ee.), p., | ||
i 1.ines (.afi., filline, .ee.), p., | |||
b.liey, eie.,.ei... -neh.,ine, ch..iic.i 6,i.a Esc. weia. | b.liey, eie.,.ei... -neh.,ine, ch..iic.i 6,i.a Esc. weia. | ||
m Z x, | |||
3 - | |||
m Z | |||
x, 3 | |||
un v. s -- | un v. s -- | ||
/[ Sandy shale, crick red, hard. .ax. length of co re 3.1',__ | /[ Sandy shale, crick red, hard. .ax. length of co re 3.1',__ | ||
** slightly mottled througneut w/li.:y inclusions ? ;" diaq | ** slightly mottled througneut w/li.:y inclusions ? ;" diaq | ||
_ slignt amount of black s taining at se.h' '493 ', seve >l - | _ slignt amount of black s taining at se.h' '493 ', seve >l - | ||
g/ | g/ | ||
m joints healec a | m joints healec a | ||
w/ CACO 3 ( ?), bedding at h"/ | w/ CACO 3 ( ?), bedding at h"/ | ||
* w/jcinting Z g go,7a - | * w/jcinting Z g go,7a - | ||
a p - | a p - | ||
- 79 7 - | - 79 7 - | ||
/- - | /- - | ||
i!elow 97 ' .'ax. core length h.3', core broken 103-10L 8,Z | i!elow 97 ' .'ax. core length h.3', core broken 103-10L 8,Z | ||
[ f/ | [ f/ | ||
several mineralizec fractures, bedding at h3*w/jcinting-at hign angles O_ | several mineralizec fractures, bedding at h3*w/jcinting-at hign angles O_ | ||
V | V w ses Grayish red sandstone, hard. med, to f. ernd., shaly - | ||
w ses | |||
Grayish red sandstone, hard. med, to f. ernd., shaly - | |||
139*7~ | 139*7~ | ||
t- 135-130', v. numerous mineralized fractures filled w/ - 7- "m - | t- 135-130', v. numerous mineralized fractures filled w/ - 7- "m - | ||
i '.~~. white mineral, main fracture {" wide at 6"fdip,accareng clusion | i '.~~. white mineral, main fracture {" wide at 6"fdip,accareng clusion za i # l' ,,2. .r old placa of - -n* -c m .' M . 'n -a= L . Ei" vu-. r..r.o r ance | ||
za i # l' ,,2. .r old placa of - -n* -c m .' M . 'n -a= L . Ei" vu-. r..r.o r ance | |||
- Rec,pebsbly nard, sandyv.ove-en+. shale, core niece.*diarlace a-to.$', | - Rec,pebsbly nard, sandyv.ove-en+. shale, core niece.*diarlace a-to.$', | ||
up to reed com | up to reed com cenel is t. - - | ||
cenel is t. - | |||
f,.s . | f,.s . | ||
Red-gray, fine grainec, sandstone, geoc core-max. pieces- | Red-gray, fine grainec, sandstone, geoc core-max. pieces- | ||
+ - | + - | ||
.s':,- ,~ | .s':,- ,~ | ||
2.0, | 2.0, | ||
: r. 3. _ | : r. 3. _ | ||
i l | i l | ||
Oi , | Oi , | ||
- EJ002215 Sheet 132 A=end-2 (10-2-67) ,,,,, | |||
- EJ002215 | |||
Sheet 132 A=end-2 (10-2-67) ,,,,, | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
Line 13,362: | Line 5,891: | ||
....), ,.i..,..i... thi k..s s), fr..tures, h.,4.. h. i..i f.wles, E......i.....io., | ....), ,.i..,..i... thi k..s s), fr..tures, h.,4.. h. i..i f.wles, E......i.....io., | ||
et.. | et.. | ||
Z s 14. u Begin coring 3 2b.6' Z see H F/ Sandy shale, brick red, broken throughout, coarse sand- Z stone, seam @ 26.2-96.5', organic mer 24.6 8 97.0', I micaceous throughout the organit- seams, Mn0x staining - | |||
Z | |||
s 14. u Begin coring 3 2b.6' Z | |||
see H F/ Sandy shale, brick red, broken throughout, coarse sand- Z stone, seam @ 26.2-96.5', organic mer 24.6 8 97.0', I micaceous throughout the organit- seams, Mn0x staining - | |||
sound rock * - | sound rock * - | ||
-[" A | -[" A | ||
// | // | ||
along some partings, beddine @ 35,* green shaley layer 38 3 @ 10.9' | along some partings, beddine @ 35,* green shaley layer 38 3 @ 10.9' | ||
'** '' L .'C Sandstone w / shale interfingerina, brick red 't g ra-(, fi5 ud : | |||
'** '' L .'C Sandstone w / shale interfingerina, brick red 't g ra-(, fi5 | |||
ud : | |||
W 3 s.r b , a _ % d a4 -.- e i y w - -a, ---- .,e +4 - s eig | W 3 s.r b , a _ % d a4 -.- e i y w - -a, ---- .,e +4 - s eig | ||
* 7'..y -'.; | * 7'..y -'.; | ||
Line 13,391: | Line 5,903: | ||
creenisn blacC"39-- | creenisn blacC"39-- | ||
e material, bedding 4 L')* | e material, bedding 4 L')* | ||
o *s A ag" 2 | o *s A ag" 2 F// Limy shale, green, smalls? Ear.id7s'e*am 9 h?.5', hi- h anelI." " | ||
F// Limy shale, green, smalls? Ear.id7s'e*am 9 h?.5', hi- h anelI." " | |||
, , , g, 7A w.r 4,4-+4-, ?1v h eJ e e ' w- v.- --. .. ' 4 e < e s ma - | , , , g, 7A w.r 4,4-+4-, ?1v h eJ e e ' w- v.- --. .. ' 4 e < e s ma - | ||
** 7/s Shale, red !.c green mottled, b:nken h3-h6.5' Z | ** 7/s Shale, red !.c green mottled, b:nken h3-h6.5' Z | ||
Line 13,400: | Line 5,910: | ||
fe. 6, ;-l some calcite along partings, 65' cross jointing 9 60.8' _ | fe. 6, ;-l some calcite along partings, 65' cross jointing 9 60.8' _ | ||
l | l | ||
** :i cecomes more shaley w/ depth, core relatively urfractured- | |||
** :i | |||
cecomes more shaley w/ depth, core relatively urfractured- | |||
, 21 . he.5 _ | , 21 . he.5 _ | ||
: n. w... - | : n. w... - | ||
<= | <= | ||
::: 0002 ,216 | ::: 0002 ,216 w.' | ||
w.' | |||
c,2 3 E | c,2 3 E | ||
w -- | w -- | ||
fa f,f Shale, brick red, good c ore, max. pcs.177. ,- | fa f,f Shale, brick red, good c ore, max. pcs.177. ,- | ||
u.c Yb ta v c - | u.c Yb ta v c - | ||
Line 13,423: | Line 5,922: | ||
5haley sandstone, brick red, few scattered limy inclusio | 5haley sandstone, brick red, few scattered limy inclusio | ||
" M /[* | " M /[* | ||
[' ,', some concentration of limy inclusiens 2 71.6', med, hard2opieces up to l .d. ,rA 1ard. 19'beddina - | [' ,', some concentration of limy inclusiens 2 71.6', med, hard2opieces up to l .d. ,rA 1ard. 19'beddina - | ||
, ,( <iandy shale, med. hard to hard, brick :,sd, sof t shale Z r | , ,( <iandy shale, med. hard to hard, brick :,sd, sof t shale Z r | ||
Line 13,429: | Line 5,927: | ||
Sheet 133 Amend-2 (lC-2-67b..n. ii.. | Sheet 133 Amend-2 (lC-2-67b..n. ii.. | ||
GILIERT ASSOCIATES, INC. | GILIERT ASSOCIATES, INC. | ||
ROCK CLA$$1FICATION, SHEET $NEET E OF._. | ROCK CLA$$1FICATION, SHEET $NEET E OF._. | ||
Line 13,439: | Line 5,936: | ||
;A$gsg hw SE ARING | ;A$gsg hw SE ARING | ||
.0GGED BY GWL 13 C' DEPTH 'o? | .0GGED BY GWL 13 C' DEPTH 'o? | ||
8,. Core | 8,. Core D E 5 C R I P T 10 N RE6 Tese Ree. e- | ||
.. D . | .. D . | ||
'3 3 Rech pe celer ,, sin sine & she,e, beddin, (engle thickness). frectures, faults, Cond6eien | '3 3 Rech pe celer ,, sin sine & she,e, beddin, (engle thickness). frectures, faults, Cond6eien | ||
*2 | *2 | ||
. 1 [ c i.ine lene,le, filline, .es.), p.,, nee 64 tity, einer 'iea, ~*e'h*'sas, chemical E ncevevin, | . 1 [ c i.ine lene,le, filline, .es.), p.,, nee 64 tity, einer 'iea, ~*e'h*'sas, chemical E ncevevin, | ||
: a. ,:o = v | : a. ,:o = v | ||
<e-ee adea As above ti, 77 / - | <e-ee adea As above ti, 77 / - | ||
, /7 t o. o - | , /7 t o. o - | ||
Line 13,454: | Line 5,947: | ||
Shaley sands tene, brick red, fine grnd., excellent co re,- | Shaley sands tene, brick red, fine grnd., excellent co re,- | ||
f, sue.e calcite along partings, seme li.my nodules tProug*u+- | f, sue.e calcite along partings, seme li.my nodules tProug*u+- | ||
u | u | ||
.. bedding a 358, becer.es less shaley '' 9h' - | .. bedding a 358, becer.es less shaley '' 9h' - | ||
) | ) | ||
s.e .-. - | s.e .-. - | ||
Mo . | Mo . | ||
1 97 17 : | 1 97 17 : | ||
A5 above Z ; | A5 above Z ; | ||
ne | ne | ||
/. | /. | ||
i | i | ||
.l. - | .l. - | ||
2 | 2 o u ;: | ||
( ist 1 | |||
o u ;: | |||
( ist | |||
1 | |||
. .j'-l - ' | . .j'-l - ' | ||
* is is | * is is | ||
't 09.7-110.7' concentratier of li. y redules, coreler'e r tv - | 't 09.7-110.7' concentratier of li. y redules, coreler'e r tv - | ||
. . f e,v j ike appearance, core recove y ir L M ecs.- belew 93' - | . . f e,v j ike appearance, core recove y ir L M ecs.- belew 93' - | ||
~ | ~ | ||
v- fre.1 - ) | v- fre.1 - ) | ||
Line 13,500: | Line 5,969: | ||
9/f Shale, brick red, red, ha rd, 3Yslickensides | 9/f Shale, brick red, red, ha rd, 3Yslickensides | ||
* 111..'', = | * 111..'', = | ||
ff/j , r=/A- good core, ces. .7' E | ff/j , r=/A- good core, ces. .7' E 99 u ~; . ., banestone, crick .md t crayish, f . rrrid . , aycallent cerez | ||
99 u ~; . ., banestone, crick .md t crayish, f . rrrid . , aycallent cerez | |||
. . '.; max. core 3 ength 6.5 ', red, gred.1]l-1]h ', shalay ce r:-1 r- | . . '.; max. core 3 ength 6.5 ', red, gred.1]l-1]h ', shalay ce r:-1 r- | ||
,t , , 133.S-13h', bedding ? 35, gray frer- 177' on . -" | ,t , , 133.S-13h', bedding ? 35, gray frer- 177' on . -" | ||
] .. . , - | ] .. . , - | ||
17 73 ; .* ''" | 17 73 ; .* ''" | ||
rua :.. | rua :.. | ||
tr 79 : .' ,' C two ;' | |||
tr 79 : .' ,' C | |||
two ;' | |||
,3g7 _ _ | ,3g7 _ _ | ||
Z | Z | ||
Line 13,534: | Line 5,981: | ||
*** s.e ;. | *** s.e ;. | ||
" / / l .lO e : | " / / l .lO e : | ||
a a ncs to r.e , reccasn gray, f . rrec. , few l i. y trei ns- es, - | a a ncs to r.e , reccasn gray, f . rrec. , few l i. y trei ns- es, - | ||
:?.: gcod solid core | :?.: gcod solid core Z | ||
Z | |||
1 | 1 | ||
\ . | \ . | ||
go. n :.:' : | go. n :.:' : | ||
l | l | ||
) w *' | ) w *' | ||
Line 13,558: | Line 5,997: | ||
ROCK CLASSIFICATION, SHEET SHEET 3 oP 3 DATE 2< 27 | ROCK CLASSIFICATION, SHEET SHEET 3 oP 3 DATE 2< 27 | ||
%+ e ,4 en No. I ma_m DRILL HCLE NO.r_S # | %+ e ,4 en No. I ma_m DRILL HCLE NO.r_S # | ||
* TOR Edn. Ser' rices $1TE AREA Threa Mile Island ELEY. '/'0 .0 n a - r E NI C00RDtNAT ES ANGLE 'ra a t i a al h" BEARING SY: GwL 10*b' DEPTH 107 l' C ee. D E S C R I P T 10 N Ree, | * TOR Edn. Ser' rices $1TE AREA Threa Mile Island ELEY. '/'0 .0 n a - r E NI C00RDtNAT ES ANGLE 'ra a t i a al h" BEARING SY: GwL 10*b' DEPTH 107 l' C ee. D E S C R I P T 10 N Ree, REMARKS f | ||
g R.ek t,pe, s.l.a pr.in sis. & sh.p. b twr.., f.wlt s, C.ndition .I e.e.. | |||
REMARKS f | |||
. I 1 g 3 1..... ( .i., tilii ., ....), p 6.lsey.dding (. ngl.. thic | . I 1 g 3 1..... ( .i., tilii ., ....), p 6.lsey.dding (. ngl.. thic | ||
,.ie.,.es.a. hn.s s ), f,.s6..i | ,.ie.,.es.a. hn.s s ), f,.s6..i | ||
Line 13,567: | Line 6,004: | ||
Silty shale, brick red, mar:y limy inclusions lh9-150' _ solid 6.l' cc. | Silty shale, brick red, mar:y limy inclusions lh9-150' _ solid 6.l' cc. | ||
: g. , g,; | : g. , g,; | ||
* Z | * Z O f CC T* | ||
O f CC T* | |||
m ' | m ' | ||
/s73 | /s73 | ||
[ | [ | ||
, ;* Shaley sandstone, reddish gray, f. cred., coarse grnd., ; | , ;* Shaley sandstone, reddish gray, f. cred., coarse grnd., ; | ||
157.3-159' . '0' jointing @ 163.7', vertical jointing kmWral'ars u o3 | 157.3-159' . '0' jointing @ 163.7', vertical jointing kmWral'ars u o3 | ||
: e. . p - - | : e. . p - - | ||
163.7-168.7', 1" wide, excellent core | 163.7-168.7', 1" wide, excellent core | ||
[,'' * | [,'' | ||
* max core pee. | |||
max core pee. | |||
i, . | i, . | ||
8.3' ft 79 , y,' | |||
8.3' | |||
ft 79 , y,' | |||
(, - _ | (, - _ | ||
: .' b | : .' b | ||
/: ~ h ff 79 . ';. | /: ~ h ff 79 . ';. | ||
Z | Z rail . | ||
rail . | |||
181-182' some load casting (narbling) - | 181-182' some load casting (narbling) - | ||
*/* . _ | */* . _ | ||
*I. | *I. | ||
187.3-189.l' vertical incipient fracturine, eineral ! | 187.3-189.l' vertical incipient fracturine, eineral ! | ||
i se . :. = | i se . :. = | ||
/04] - | /04] - | ||
* J S 9L .) Z | * J S 9L .) Z | ||
Line 13,616: | Line 6,031: | ||
Shale, brici red,1%.2' low angle slickensides across _ | Shale, brici red,1%.2' low angle slickensides across _ | ||
core, excelle.'t core max. lengtn of pes. 2.58; 197' 95*;_ | core, excelle.'t core max. lengtn of pes. 2.58; 197' 95*;_ | ||
s.l beddirg slip 4 ;?be'dding slip. Z om | s.l beddirg slip 4 ;?be'dding slip. Z om | ||
[// se r. a | [// se r. a | ||
~_ | ~_ | ||
becomes sandy w/ death T. D. 197.3' | becomes sandy w/ death T. D. 197.3' | ||
, i'. , .. :. E e | |||
= 0002 218 Sheet 135 Amend-2 (10-2-67),,,,,,, ,,,, | |||
, i'. , .. :. E | |||
e | |||
= 0002 218 | |||
Sheet 135 Amend-2 (10-2-67),,,,,,, ,,,, | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
ROCK CLAS$lFICATION, $HEET SHEET ' | ROCK CLAS$lFICATION, $HEET SHEET ' | ||
0F : | 0F : | ||
DATE | DATE | ||
'ROJECT Vet Ed Co. NO. b10 9. e1 ORILL HOLE NO._ | 'ROJECT Vet Ed Co. NO. b10 9. e1 ORILL HOLE NO._ | ||
Line 13,659: | Line 6,048: | ||
.0GGED SY: WS. GwL DEPTH f f' 'I P,ees, C o,e O E 5 C R IP T IO N RE6 T e s, Rec. e 4 | .0GGED SY: WS. GwL DEPTH f f' 'I P,ees, C o,e O E 5 C R IP T IO N RE6 T e s, Rec. e 4 | ||
'E 3 pe celer gre b.de g fengle ehicknese), frecevres, lovlee, Coadielen 3 32 8g] | 'E 3 pe celer gre b.de g fengle ehicknese), frecevres, lovlee, Coadielen 3 32 8g] | ||
g j Rock laines tIoa,,le, filhas,en sine & she,eetc.), eer-eability, etterevesa. | g j Rock laines tIoa,,le, filhas,en sine & she,eetc.), eer-eability, etterevesa. | ||
the<4as, chemical- E s c e..wa. | the<4as, chemical- E s c e..wa. | ||
: a. ,* o a v < e=,.e .ei | : a. ,* o a v < e=,.e .ei | ||
: No sampling in the overburden Z | : No sampling in the overburden Z | ||
: ,g g g, g Degin coring @ 22.8 ' Z | : ,g g g, g Degin coring @ 22.8 ' Z | ||
: ) i mli | : ) i mli | ||
* Silty shale, brick red, broken, med. ha rd, good rock | * Silty shale, brick red, broken, med. ha rd, good rock top of : | ||
top of : | |||
/ r.y. t, 2h.7' | / r.y. t, 2h.7' | ||
: , , , ,,, / | : , , , ,,, / | ||
Line 13,699: | Line 6,061: | ||
- '*d | - '*d | ||
., Shale, brick red, broken to 3h.h', several slickensides Z few calc | ., Shale, brick red, broken to 3h.h', several slickensides Z few calc | ||
'** s* | '** s* | ||
29.h-30,h', 60'slickensides ( across core) 79.h-?9.6 ', - | 29.h-30,h', 60'slickensides ( across core) 79.h-?9.6 ', - | ||
clusi.na | clusi.na s 4. S some trindine of core, some cress f racturtne Z 9 .4' | ||
: f ,' i Shaley sandstone, brick red, fine errd., beddine ? JOi3C becomes med. rind..@ 30.5-h0.5', broken zo ne LO-h0.F ' , '- | : f ,' i Shaley sandstone, brick red, fine errd., beddine ? JOi3C becomes med. rind..@ 30.5-h0.5', broken zo ne LO-h0.F ' , '- | ||
: '' W ,f.. ,.f!- | : '' W ,f.. ,.f!- | ||
some Mn0x staining '' | some Mn0x staining '' | ||
- tu , ,: - | - tu , ,: - | ||
k- | k-9s LS, -( - | ||
9s LS, -( - | |||
: 4w M dia l | : 4w M dia l | ||
~ T | ~ T | ||
~ | ~ | ||
Silty sna2e, brick red, samed zons decoacosed snale 4 - | Silty sna2e, brick red, samed zons decoacosed snale 4 - | ||
hh.3' (i" seam), alor.g H p0 course, pieces .] .8 ' E 1** 'T _ _ - | hh.3' (i" seam), alor.g H p0 course, pieces .] .8 ' E 1** 'T _ _ - | ||
S'' o ~ | S'' o ~ | ||
:. Sandstone, reddish gray, f. rrnd., goed core, med. hard - | :. Sandstone, reddish gray, f. rrnd., goed core, med. hard - | ||
: 5#* .'t to hard, small H 0 ccurse 2 51', 53.2', 53.6', broken Z | : 5#* .'t to hard, small H 0 ccurse 2 51', 53.2', 53.6', broken Z | ||
: y- zone due to dril ing, bedding 't 30*35*, some calcite alggood cor | : y- zone due to dril ing, bedding 't 30*35*, some calcite alggood cor | ||
,e. , ,, parting, interfingering i marbling of sandstone e shale - .7' t, a | ,e. , ,, parting, interfingering i marbling of sandstone e shale - .7' t, a | ||
. /, , | . /, , | ||
66.h-66.6 8 badly broken red .c green mo ttied shale Z | 66.h-66.6 8 badly broken red .c green mo ttied shale Z | ||
- (, - | - (, - | ||
~ | ~ | ||
:. cod Z wo dnaae, rec s green ro tt.Aec - | |||
:. cod Z wo | O 4 Q- ~1o.J - | ||
dnaae, rec s green ro tt.Aec - | |||
O 4 | |||
Q- ~1o.J - | |||
: 7e IT; | : 7e IT; | ||
/e . | /e . | ||
Sar.cstone i snale , in terfingering, reditray,-icacecusy badding 2 358, 70.7-70.9 ' | Sar.cstone i snale , in terfingering, reditray,-icacecusy badding 2 358, 70.7-70.9 ' | ||
] A n aj e) g o 1)* ' vVUL | ] A n aj e) g o 1)* ' vVUL | ||
,- no , . < ,4 .n _...,u | ,- no , . < ,4 .n _...,u | ||
'c 71 .5 -71 .7 ' broken dee: Pees q (. I7 Sheet 136 A=end-2 (10-2-67) ,,,,, | |||
'c 71 .5 -71 .7 ' broken dee: Pees q (. I7 | |||
Sheet 136 A=end-2 (10-2-67) ,,,,, | |||
GILBERT ASSOCIATES, INC. | GILBERT ASSOCIATES, INC. | ||
Line 13,761: | Line 6,096: | ||
* OP | * OP | ||
* DATE 2 I" | * DATE 2 I" | ||
: u. *- n a | : u. *- n a NO. h , . -, DRILL hCLE NO. E9 7 | ||
NO. h , . -, DRILL hCLE NO. E9 7 | |||
, a u. | , a u. | ||
: TOR Idl . Ser*IIces SITE AREA S'"ae V4 ' a T C e,"4 ELEY. Soo. o t lE MI C00RDINATES ANCLE 'ter+1c81 h" S E ARING 8Y: GWL DEPTH /f/ 9 Cwe _ D E IC RIP T lO N REMARK $ | : TOR Idl . Ser*IIces SITE AREA S'"ae V4 ' a T C e,"4 ELEY. Soo. o t lE MI C00RDINATES ANCLE 'ter+1c81 h" S E ARING 8Y: GWL DEPTH /f/ 9 Cwe _ D E IC RIP T lO N REMARK $ | ||
* e Res. | * e Res. | ||
e 3 Rock p grein sine & she ,e bedding (engle thishness), frectorse, fevles, Condiesen of seee. | e 3 Rock p grein sine & she ,e bedding (engle thishness), frectorse, fevles, Condiesen of seee. | ||
1 | 1 g 3 1..ae lea, celergle, filline, | ||
..), . p., e.ebility, ele.<ees.a. . he,ine, ch. ical Escoveting e,elvet. | ..), . p., e.ebility, ele.<ees.a. . he,ine, ch. ical Escoveting e,elvet. | ||
. = e s ,3. .ei ees. | . = e s ,3. .ei ees. | ||
Line 13,779: | Line 6,111: | ||
[ gg 83.8' bottom of greer liny shale | [ gg 83.8' bottom of greer liny shale | ||
/ Silty shale, brick red, goed core, some frac tures, few i.e 2.1 | / Silty shale, brick red, goed core, some frac tures, few i.e 2.1 | ||
/ small limy inclusions | / small limy inclusions ass 4 enf Z | ||
ass 4 enf Z | |||
,:f Sandstone, red, some gray bedding, fine grnd., excellenG | ,:f Sandstone, red, some gray bedding, fine grnd., excellenG | ||
. ,: core, few incipient vertical minerali:ed healed joints, C | . ,: core, few incipient vertical minerali:ed healed joints, C | ||
'8 M * */ | '8 M * */ | ||
max. length of pieces 4 2', few limy inclusiens - | max. length of pieces 4 2', few limy inclusiens - | ||
s ,. | s ,. | ||
one ,.e | one ,.e | ||
= | = | ||
fm :' .' : ja ,. Z | fm :' .' : ja ,. Z | ||
/ Silt"y shale; brick red; ex5elllent core; fine grain'ed; - | / Silt"y shale; brick red; ex5elllent core; fine grain'ed; - | ||
* hard; relatively unbreken with core pieces up to 2.l' C t/ - | * hard; relatively unbreken with core pieces up to 2.l' C t/ - | ||
,,,1 | ,,,1 | ||
/ | / | ||
/ | / | ||
E l z : | E l z : | ||
t | t | ||
*r4 // ur. o - | *r4 // ur. o - | ||
.,.. Sandstone; reddish gray; excelllent core; fine to med. - | .,.. Sandstone; reddish gray; excelllent core; fine to med. - | ||
.:* erained; course frained J 118.4' to 120.0'; he: t core pieces up to 3 0 in length 2 g | |||
.:* erained; course frained J 118.4' to 120.0'; he: t core | |||
pieces up to 3 0 in length 2 | |||
g | |||
ms -- | ms -- | ||
Shale & sandstone; interbedded; crick red to reddish graE | Shale & sandstone; interbedded; crick red to reddish graE h.:f excellent core; pieces up to 2.0' in length; slight nmount of licy inclusions throughout; bedding 3 32* | ||
N . . ' Ast. , f W an.1:. Sandstene: eray: 11ne grainea; aara - | |||
h.:f excellent core; pieces up to 2.0' in length; slight | |||
nmount of licy inclusions throughout; bedding 3 32* | |||
N . . ' Ast. , f | |||
W an.1:. Sandstene: eray: 11ne grainea; aara - | |||
,' // Shale (sandy); brick red; excellent core; pieces up to | ,' // Shale (sandy); brick red; excellent core; pieces up to | ||
// | // | ||
2.0'; slightly mottled with small licy inclusions; bedding ; 17e | 2.0'; slightly mottled with small licy inclusions; bedding ; 17e | ||
- gradational ch Z from sandstone E 140.l'-1I.0.6' takes the appearance of conglomerate due shale | - gradational ch Z from sandstone E 140.l'-1I.0.6' takes the appearance of conglomerate due shale | ||
[ | [ | ||
f.- | f.- | ||
tc a high amount of licy inclusions As next above; themsonite coated joint faces J 143 2' & Z | tc a high amount of licy inclusions As next above; themsonite coated joint faces J 143 2' & Z n | ||
l/x E 6.7'; joints near vertical Z p 's - | |||
p 's - | |||
MM | MM | ||
'/ | '/ | ||
/ | / | ||
/f lail m | /f lail m | ||
~ | ~ | ||
Z | Z | ||
& 00~02 220 l | & 00~02 220 l | ||
I t t j 3heet 137 Amend-2 (10-2-67),,,,,,, ,,,, | I t t j 3heet 137 Amend-2 (10-2-67),,,,,,, ,,,, | ||
Line 13,858: | Line 6,153: | ||
~s.- | ~s.- | ||
' . s. SI o c a. * | ' . s. SI o c a. * | ||
'N s, | 'N s, q | ||
N / | |||
,e E w 0 m a | ,e E w 0 m a | ||
* o :p . | * o :p . | ||
Line 13,868: | Line 6,162: | ||
/ | / | ||
. 's g , ." -1., - ,. | . 's g , ." -1., - ,. | ||
e | e | ||
, 3 v | , 3 v s _ | ||
s _ | |||
. x. ~a. 1 | . x. ~a. 1 | ||
-a~r.s ! . | -a~r.s ! . | ||
. . = | . . = | ||
**.g- ,J, e - y f 4 - - | |||
**.g- ,J, e - y f | |||
4 - - | |||
/s f , ,, | /s f , ,, | ||
u s jr ' | |||
jr ' | |||
{j N,! a k' ~w | {j N,! a k' ~w | ||
, I f , - | , I f , - | ||
e 5 9 | e 5 9 | ||
m ,,s | m ,,s e' '=. | ||
e' '=. | |||
., e. | ., e. | ||
t .t,.,, ,, | t .t,.,, ,, | ||
.m ,g | .m ,g | ||
Line 13,903: | Line 6,180: | ||
. ., .- .- ..; .f . - | . ., .- .- ..; .f . - | ||
c, ,. , , [ i. a l l ., - t . | c, ,. , , [ i. a l l ., - t . | ||
, 4 *. | , 4 *. | ||
'. r, / 5e . I a s b II. .!\d .: ;;; | '. r, / 5e . I a s b II. .!\d .: ;;; | ||
. ,i d, / | . ,i d, / | ||
/' | /' | ||
>f - | >f - | ||
. . r. - --__ ___ | . . r. - --__ ___ | ||
's - | 's - | ||
% & ' .. ;) { t | % & ' .. ;) { t | ||
~ , . , ' , - ,. . . . | ~ , . , ' , - ,. . . . | ||
/f /N.M | /f /N.M | ||
.g f ;.I | .g f ;.I | ||
~s. | ~s. | ||
s ~ . .e , ' ~ | s ~ . .e , ' ~ | ||
m | m | ||
Line 13,930: | Line 6,197: | ||
' rl | ' rl | ||
. .i | . .i | ||
/ | / | ||
N(; /.' .t (. /Ff. \. | N(; /.' .t (. /Ff. \. | ||
.s .~~ | .s .~~ | ||
/. *s *- * | /. *s *- * | ||
,. ,. o, | ,. ,. o, | ||
~- , | ~- , | ||
p$ ; | p$ ; | ||
y ,.. . - | y ,.. . - | ||
i | i | ||
. x i | . x i | ||
~ . . ' o' g' g | |||
cP v-4 s | |||
~ . . ' o' g' | |||
va | va | ||
: f. i: | : f. i: | ||
Line 13,961: | Line 6,216: | ||
'.7 .. 1 d - | '.7 .. 1 d - | ||
t --~ | t --~ | ||
7l | 7l N i | ||
N i | |||
. s r. | . s r. | ||
~. g' w- *a.p w,s\ . u)...,: . | ~. g' w- *a.p w,s\ . u)...,: . | ||
a | a | ||
.. ~.. .s _ , m. , | .. ~.. .s _ , m. , | ||
h ,s | h ,s | ||
~s s q ,. . | ~s s q ,. . | ||
N, | N, | ||
, ., . Yg | , ., . Yg | ||
.,. ,. .o.,~ ,. .,..i-. ~ | .,. ,. .o.,~ ,. .,..i-. ~ | ||
~s. x . | ~s. x . | ||
w e . | w e . | ||
i.u. | i.u. | ||
~ | ~ | ||
~ | ~ | ||
Line 13,994: | Line 6,236: | ||
'N. z s.~ , ,3,y . . . | 'N. z s.~ , ,3,y . . . | ||
,a | ,a | ||
. L O. | . L O. | ||
N' w | N' w | ||
. q f,f | . q f,f | ||
~. s. ~,.. | ~. s. ~,.. | ||
. . . ,i . . .t . | . . . ,i . . .t . | ||
Line 14,011: | Line 6,250: | ||
,d,,* | ,d,,* | ||
2 | 2 | ||
.**i ,A | .**i ,A | ||
. . . , . . r , m. ~ _1 s j ''~.,, y ' | . . . , . . r , m. ~ _1 s j ''~.,, y ' | ||
i,* i-m s, 4. ~~ - ~ a,. | i,* i-m s, 4. ~~ - ~ a,. | ||
s' r | s' r | ||
- / ,. . | - / ,. . | ||
. i | . i | ||
.. .,,~ | .. .,,~ | ||
Q . | Q . | ||
e , | e , | ||
~~ >/a~ | ~~ >/a~ | ||
: m. .,r. , -- d. l | : m. .,r. , -- d. l | ||
*,.',. J > | *,.',. J > | ||
< e ' ' . | < e ' ' . | ||
.s,,~~., , l/ : 1.f 4 . -.u | .s,,~~., , l/ : 1.f 4 . -.u | ||
*=,e , ,' ,.'. s .t r- 3 P | *=,e , ,' ,.'. s .t r- 3 P | ||
C'' | C'' | ||
~.. . ..Q m, . | ~.. . ..Q m, . | ||
~,",'f,-d. .5' y r ., | ~,",'f,-d. .5' y r ., | ||
s.[ | s.[ | ||
/ .'- ' | / .'- ' | ||
Nf 1 | Nf 1 | ||
'' l.' | '' l.' | ||
~ | ~ | ||
h_ .,Il. -CM. | h_ .,Il. -CM. | ||
.- ,. . ~ | .- ,. . ~ | ||
. i .g . . it | . i .g . . it | ||
[. .' | [. .' | ||
.~ - | .~ - | ||
~ i ,. . ; ..,m,yn m. . | ~ i ,. . ; ..,m,yn m. . | ||
..a | ..a | ||
%~ | %~ | ||
~.% c., / | ~.% c., / | ||
T4 | T4 | ||
..e. 1 a<'t... | ..e. 1 a<'t... | ||
's .-.'- | 's .-.'- | ||
'-. . . ...t. | '-. . . ...t. | ||
,.. ,.,,,,4 | ,.. ,.,,,,4 d ~. | ||
d ~. | |||
i - ~, | i - ~, | ||
.m'% , | .m'% , | ||
8 | 8 | ||
/ ,\~- Q w '- | / ,\~- Q w '- | ||
\ . . . | \ . . . | ||
. .e A- | . .e A-u , , '~ 0002 22 . | ||
u , , '~ 0002 22 . | |||
k e | k e | ||
Line 14,096: | Line 6,300: | ||
: ~*L' '- | : ~*L' '- | ||
-3: ^-: .- | -3: ^-: .- | ||
n N=. k Nb ~ | n N=. k Nb ~ | ||
.:b | .:b | ||
- ~ | - ~ | ||
N/ . | N/ . | ||
k | k | ||
: . .i:3;- EY5 4M,j.@..t.%_. ; h; , . .=.-W, | : . .i:3;- EY5 4M,j.@..t.%_. ; h; , . .=.-W, | ||
. ; ;;: --: ;-d | . ; ;;: --: ;-d | ||
. =b,;s-._i?. i_. L_=.h;:?_...i.=,5 | . =b,;s-._i?. i_. L_=.h;:?_...i.=,5 | ||
Line 14,110: | Line 6,311: | ||
.y-lw.==-= | .y-lw.==-= | ||
g j} Pf;;:t-q,. ty: =w= } j. ;_ .-:: = - -: 4 -s,g.-e v ;;::: . :; o ~, | g j} Pf;;:t-q,. ty: =w= } j. ;_ .-:: = - -: 4 -s,g.-e v ;;::: . :; o ~, | ||
: y D5IdN.NYN M l.N N I f M f'M:!i!I~N5N' 5 O 9 i | : y D5IdN.NYN M l.N N I f M f'M:!i!I~N5N' 5 O 9 i | ||
n V, A= d Gh;,s= | n V, A= d Gh;,s= | ||
Line 14,118: | Line 6,316: | ||
m=-c m - c | m=-c m - c | ||
== -cm-m ,. - -r- | == -cm-m ,. - -r- | ||
=- | =- | ||
.: w::L=,.m. | .: w::L=,.m. | ||
,i Q | |||
(II - n l I.'I-k~-.T:~2=Els.1~::QN >'' I 27-S:. - f 2: . | |||
,i | |||
~ | ~ | ||
11ijj,i"l f | 11ijj,i"l f | ||
Line 14,137: | Line 6,328: | ||
1hI -.* -y'= - :. g%ILt: 5* h:-:_c' -n.an~-:CB--~-::::: f::. : :: | 1hI -.* -y'= - :. g%ILt: 5* h:-:_c' -n.an~-:CB--~-::::: f::. : :: | ||
, Lel 7 .9 x | , Lel 7 .9 x | ||
%q.sT1 _.c. - | %q.sT1 _.c. - | ||
_1 _J.._._. _ - . . ' _ . . :. *' | _1 _J.._._. _ - . . ' _ . . :. *' | ||
. =. =. ** | . =. =. ** | ||
: m. y :g.m,a | : m. y :g.m,a | ||
= : | = : | ||
.- - . t ,- ,,=m,. .- m, _m. - =w.-_4_ | .- - . t ,- ,,=m,. .- m, _m. - =w.-_4_ | ||
-- - = . u_. , - | -- - = . u_. , - | ||
_ 7 ' . -. :-L ' Q~:l~5 .g:. pq ,_ ,' . f _,m;T--r;_ -f- :;.2; | _ 7 ' . -. :-L ' Q~:l~5 .g:. pq ,_ ,' . f _,m;T--r;_ -f- :;.2; | ||
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0002 223 | 0002 223 | ||
^ | ^ | ||
ADDENELH I APPENDIX 2A Tault traces as shewn on Addendum 1 of Appendix 2D are taken directly from Stose and Jonas' (1933). The substance for their structural geology was obtained by large scale surface mapping which was completed in 1929 Speculation as to the existence of the faults results frem their interpretation of: | ADDENELH I APPENDIX 2A Tault traces as shewn on Addendum 1 of Appendix 2D are taken directly from Stose and Jonas' (1933). The substance for their structural geology was obtained by large scale surface mapping which was completed in 1929 Speculation as to the existence of the faults results frem their interpretation of: | ||
: 1. The topography of the area. | : 1. The topography of the area. | ||
: 2. The spatial relationships of rock types which vere detensined by examination of scattered outcrops of rock throughout the mapped quadrangle. | : 2. The spatial relationships of rock types which vere detensined by examination of scattered outcrops of rock throughout the mapped quadrangle. | ||
Line 14,561: | Line 6,578: | ||
: a. the depth to and configuration of the bedrock surface | : a. the depth to and configuration of the bedrock surface | ||
: b. the seismic velocity of the overburden and rock | : b. the seismic velocity of the overburden and rock | ||
: c. if anamolous velocities were present O | : c. if anamolous velocities were present O | ||
s 2A-I-l 0002 224 | s 2A-I-l 0002 224 | ||
: 2. A detailed test boring pregram to: | : 2. A detailed test boring pregram to: | ||
4 O a. verify seismic results l | 4 O a. verify seismic results l | ||
: b. obtain subsurface data frem which structural design criteria could be establishad | : b. obtain subsurface data frem which structural design criteria could be establishad | ||
: 3. A set of high quality stereographic aerial photographs. | : 3. A set of high quality stereographic aerial photographs. | ||
Line 14,588: | Line 6,598: | ||
: 6. No discordant slippage planes or brecciated zones were observed in rock cores. | : 6. No discordant slippage planes or brecciated zones were observed in rock cores. | ||
: 7. Aercmagnetics do not substantiate the existence of such a fault. | : 7. Aercmagnetics do not substantiate the existence of such a fault. | ||
O 2,_1_2 0002 225 | O 2,_1_2 0002 225 | ||
- .}} | - .}} |
Latest revision as of 07:49, 16 March 2020
ML19309C554 | |
Person / Time | |
---|---|
Site: | Three Mile Island ![]() |
Issue date: | 05/01/1967 |
From: | JERSEY CENTRAL POWER & LIGHT CO., METROPOLITAN EDISON CO. |
To: | |
References | |
NUDOCS 8004080761 | |
Download: ML19309C554 (152) | |
Text
{{#Wiki_filter:..__ _ -_ -_ - _ - _ _ - . _ . _ _ _ _ _ _ _ _ _ APPENDIX 2A - ENGINEERING GEOLOGY AND FOUNDATION CONSIDERATIONS 1 INTRODUCTICN 1.1 LCCATION Three Mile Island is located approximately 2-1/2 niles south of Middle-tevn, Pennsylvania at longitude 76 h3'-30" West and at latitude ho 8' North. It is one of the largest of a group of several islands in the Susquehanna River and is situated about 900 ft frcm the east bank. It is elongated parallel to the flow of the river, with its longer axis criented approximately due north and south. The island is about 11,000 feet long and 1700 feet vide. The proposed generating ec=ponents vill be in the northern one-third of the island. The southeasterly flowing Susquehanna River makes a sharp change in direction to nearly due South in the vicinity of Middletevn. After this directional change just north of Three Mile Island, the channel videns to approximately 1.5 miles. 1.2 FIELD INVESTIGATION Supplemented by a ground surface survey team, aerial photographs, and a ' geologic surface investigation; a subsurface exploration progrs=, con-O sisting of 21 borings in conjunction with a seismic refraction survey O was initiated in August and September of 1966 to establish the general range of soil depths , types , and engineering properties , and to examine and evaluate the condition of the bedrock and dep*.h of weathering. This work was done to ascertain the capabilities of the site to safely and econcmically support a nuclear-powered generating station. The borings and seismic profiles covered the entire length of the island. Frce the initial interpretation of the longitudinal seismic line and acccmpanying borings, the general area of the island appearing to offer the best subsurface conditions was selected, and the seismic cross lines and additional borings were concentrated in that area. In January 1967, 20 borings were added in the proposed plant site area for further soil investigation and to cbtain reliable water table infor-mation. All of the Phase I drilling program consisted of ccutinuous sampling of overburden using the Standard Penetration Methed and coring (ITX cere) a minimum of ten feet inte sound rock. Phase II drilling, in all but a few holes , consisted of continuous split-barrel soil sampling of over-burden to bedrock and the installation of 3 in. slotted standpipes in drilled holes , ccmprising a system of groundwater observation points. ' O 8004080 0002 074 n .v 2,_1
O. The seismic survey was conducted by Westen Geophysical Engineers , Inc. of Weston, Mass. A teelve trace seismic refraction system with a re-cording escillegraph was used. Seismic energy was generated with explosives . All data were collecteu using two hundred-foot long geo-phone spreads , with twenty-fect geophone intervals and with three ten-foot intervals on both ends of the geophone spreads. The standard continuous profiling technique was used. In addition to end shots, two intemediate shop point deteminations were made on each spread. Geismic results were interpreted by Weston and incorporated in the text of this report and en the soils profile, Figure 2A-2. The location of the seismic lines and borings are shewn on the boring location plan, Figure 2A-1. The remainder of this text presents the evaluation and interpretation of the raw field data. Test Boring Legs are attached at the end of this Appendix. 2 GEOLCGY 2.1 GEOGRAPHIC SETTING The site lies within the Gettysburg Basin section of the physiegraphic division kncvn as the Piedmont Province. The topegraphy of the area immediately surrounding Three Mile Island is of a slightly undulating nature with maximum relief of about 200 ft and highest elevation seldcm above 500 feet. From the east , drainage is largely represented
'by the southwesterly ficving Swatara Creek which has its mouth near Middletevn and by the more vesterly flowing Conevago Creek which empties
- into the Susquehanna River at the south end of Three Mile Island. Fish-l ing Creek flows into the Susquehanna vest of the site, and the north-vesterly flcving Conevago Creek terminates at York Haven. Three Mile i Island has very little relief, with elevations ranging frem about 280 i
feet at the water's edge to slightly more than 300 feet in the north-
- central portion.
l 2.2 REGIONAL GEOLOGIC HISTORY "After the late Paleozoic mountain making during which ccmpression had been relieved by folding and overthrusting, large blocks of the region settled along nearly vertical joint planes , resulting in for=al faulting and tilting of blocks , which fomed a vast sunken basin or trough with a northeast trend and a highland to the southeast. In the following Triassic period torrential rains washed the vaste frcm the disintegrated crystalline rocks of this highland into the trough and arkosic sand, argillaceous sand and fine sandy mud accumulated. Much of this sediment was of a pronounced red color, owing to the fact that the iron content l of the rocks was highly oxidized when they disintegrated, apparently under acid conditions. After the accumulation of a thickness of many thousands of feet of these red rocks, which now form the Newark group, further adjustment of earth biceks by tilting and'nomal faulting took place en a still larger scale than before and in places mountains were I. ,\ i fomed on the northwest side of the basin by diffTrential uplift of several thousand feet. Catoctin Mountain in Southern Pennsylvania, is an exahple". h Stese and Jonas (1933). 0002 075 2A-2
The Newark group is believed to have a thickness of approxi=ately 16,000 O feet and tilts tcward the northwest due to subsidence and faulting along the northwest border. Later, intrusion of Triassic diabase dikes and sills cut through the Newark group and metaccrphism tock place along the edges of these intru-siens. Since Triassic times an erosional period. has been prevalent except for glacio-fluvial deposition frem Pleistocene glacial advances. The furthest advance occurred during the Illincian stage when a lebe of the glacier extended devn the Susquehanna Valley to near Fisher's Ferry, approximately h5 miles north of Three Mile Island. Jlacial meltwater was responsible for the depocition of some allus tal terrace deposits new present in the region. The tectonic history of thearea as related in Appendix 2D indicates that the region has been extremely stable for at least the last 10,000 to one million years. 2.3 DEPOSITIONAL HISTORY OF THREE MILE ISLANI) Three Mile Island, along with Shelly Island and other small islands in the vicinity, were formed as a result of fluvial deposition by the Susquehanna River. The carrying capacity of the river sharply decreases as the channel width increases after the stream cresses an east-west trending very resistant diabase dike just downstream from Middletown. At this point the channel has been incised into the more easily erodable Gettysburg shale, resulting in a conspicuously vider channel. In addi-tion a change of flev direction occurs after the stream cuts through the diabase dike which crosses the river at that point (represented by O Hill Island) and is directed along N 10 E striking vertical joints until it is again restricted and deflected by a second diabase dike just south of Three Mile Island. Sculders carried by the glacial meltwater or transported downstream by ice-rafts were first deposited in this wide-channel, low velocity i section of the river and became the nuclei for subsequent deposition of j smaller materials. This gradual accretion of river sediment resulted i in the growth of most of the islands in this area. Three Mile Island l is =ade up of two such nuclei which eventually merged. The area between the two nuclei is presently represented by fine-grained de-pcsits which were deposited in 5 icv energy fluvial envirccment between the two grcwing depositional islanis. l 2.k 3ED ROCK GEOLOGY The site is underlain by the sedimentary rocks of the Gettysburg shale, ; a part of the Newark group of Triassic Age. Two easterly trending dia-base intrusions cut through the Gettysburg shale, one approximately 1 mile upstream frcm Three Mile Island and a second one about 0.2 miles dcwnstream frcm the island. These more eresion resistant diabase dikes and metamorphosed shales along their edge have caused restrictions in the river at Hill Island, north of the site and at Conevago Falls , dcwn-i stream frem the site. l d The bedrock surface, at the site, is essentia.'ly flat and lies at ap-i prcximately 277 ft elevation. Lithologic typ ss vary frem red to brown,
)
! interbedded, fine to medium-grained sandstone , shaly siltstone, and ! 1 l , 9 7 2i-3 0002 076 l
O. shaly claystone which range frem medium-hard to hard possessing ; seis=ic velocities in a range of frca 8,300 te 11,500 ft/sec. 0:3e to ' three feet of veathered rock occurs at the overburden-bedrock interface. The regional dip of the G6ttysburg shale is to the northwest at 10 to 50 degrees. Near the proposed site, the attitude of these beds as =easured in surface outcrop varir.s frem N65 - 80 E vith 35 to 70 northerly dips. , This variation in inc11 nation of strata was not apparent from drill cores , as a fairly cor.sistent dip of h5 degrees was observed in the sub-surface of Three Mile Island. Well-developed, near vertical jointing is conspicuous along a N 10 E trend. Drill hole data substantiates surface observations regarding jointing, and revealed that healing of some joints uns cccurred, while others were altered by oxidation. 2.5 FAULTING No evidence of faulting which transects the island was seen in the field from available rock exposures along the east bank of the river, or along ; the vestern periphery of the island. Aerial photographs as well give no ' suggestion of faulting through the island. Stose and Jonas , (1933) mapped a hypothetical NE tranding fault which they l projected through Three Mile Island approximately 0 5 miles south of the i site area as shown on Addendum 1 of Appendix 2D. The substance for their structural geology was obtained by large scale surface mapping which was completed in 1929 Based on the data collected in this investigation (stmuneized by Addendum 1 of this Appendix), it has been concluded that such a hypothetical fault does not exist. Likewise, these studies show no evidenc l to substantiate the projections of other hypothetical faults across the river immediately north and south cf the island. The Triassic depositional basins vere subjected to an appreciable degree of diastrophism during the Palisades disturbance. Most significant, however, is the fact that structural features resulting froc such diastrophism are as much as 185 million years old, and that the area has been extremely stable for the last 10,000 to 1 million yea: In addition, rock velocities obtained from the seismic survey are normal to Triassic Gettysburg For=ation rock types and indicate that the bedrock is not in a state of stress, thereby eliminating any latent threat of future strain. A ccmprehensive evaluation of major tectonic elements in south central Pennsylvania was prepared by Kauf1 ban (1967) and is included in Appendix 2D. It is concluded that the proposed site is not deleteriously affected l by faulting, and further, that regional tectonic elements are inactive and present no threat to the structural integrity of the local geology. 2.6 SOILS The island, as a whole, is composed of fluvially stratified sub-rounded to rounded sand and gravel containing varying amounts of silt, clay, and occasional lenses of clean sand. Density values range fren loose to very dense, as established by Standard Penetration Tests. Boulders are present at depth and are mainly confined to the lower portions of the soil :ene on the north end of the island. Soil depths vary from approx-imately 6 feet at the south end of the island to a maxi =um of 30.0 feet M^ m , 2A h 0002 077
naar the axic.1 intersection of the island Depth of soil is relatively constant at about 20 feet in the vicinity of the proposed plant site. The overburden is made up primarily of tv units. Directly overlying the sedimentary rocks is a layer of cearse sand and gravel which, at the north end of the island, contains numerous boulders and cobbles and ranges frem medium-dense to very dense. This layer thins from about 15.5 feet at Boring No, h to :ero at Scring No. 8 to the south. Above the coarse sand and gravel is a layer of loose to medium-dense, fine-grained granular material which varies frcm a fine silty sand and gravel, north of Station 13 + 00 north to a very stiff, clayey silt on the south end of the island. Local variations do occur, and in some drill holes at the plant site, the amount of Fines appeared slightly greater below a depth of about 10 5 feet. This variation is believed to be a function of a mechanical breakdown of individual shale and siltstone pebbles contained in the soil. As a result frem one-half to one-foot of topsoil, composed of sandy silt with much organic material, covers the island. The :sland has been cul-tivated and planted into corn fields for the past several years. 3 FOUNDATION CONSIDERATIONS As set forth in the section on Depcsitional History, the si surface of { Three Mile Island indicates that it formed first as two is; .2ds which ' O vere later joined as a result of the fluvial cycle of the Susquehanna River. Both nuclei have sub-surface conditions which are favorable for safe, econcunic foundation design; hcvever, the larger thickness of the uniformly dense to very dense sand and gravel layer at the north end of the island provides a better opportunity to utill:e these dense soils as bearing materials and a greater opportunity to remain above the groundwater table. A plant bui1*, on the south end of the island would involve expensive rock excavations and definite devatering costs. Also, a greater variation in the bedrock surface was detected by the seismic survey on the south end of the island, and inferences of greater varia-tions in intensity of weathering were also noted in this area. 3.2 SOILS There is a high degree of unifonnity of density and of soil types at the selected plant location, within the upper silty sand layer and the lower sand and gravel layer. Both layers are capable of supporting foundation loads which vill greatly increase with increasing depth. The actual bearing capacity of each soil layer is dependent upon the depth, size, and spacing of footings, and is greatly influenced by the elevation of the ground water table. The bearing capacity of footings placed in the lover sand and gravel i layer can conservatively be permitted within a range of 5 to 8 kips per i square foot, but can be considerably increased depending upon the above ' l variables. For instance, a square footing 10 ft vide at a depth of 10 i ft can be considered to safely support ik kips per square foot if it { renpins a < sufficient distance above the water table, and half of that l value at the' water table. l 2A-5 0002 078
*t ?
3.3 ROCK $ The fact that the bedrock surface is differentially weathered necessi-tates a variation in the surface bearing espacity and points out the need for assuring that any structure suppor l.ed by rock be fi=ly astab-lished en sound rock. For preliminary planning and esti=ating purposcs, the sound rock surface can be assumed to be represented ht the seismic top of rcck line, defined by a velocity of 10,000 ft/sec, shown on Figure 2A-1, and the bearing capacity of rock to support any given foun-dation at a constant elevation be assumed to be equal to a maximum of
- 30 kips per square foot.
Since bedding dips at approximately h50 to the horizontal, it is recem-mended that heavily leaded foundations (those in excess c' 10 kips /sq ft) not be placed up dip frem sides of excavations. The shearing strength of rock parallel to unconfined bedding planes is significantly s= aller than the ccepressive strength of the rock perpendicular to bedding planes. Also, due to the combination of vertical jointing and moderately dipping bedding places which afford potential shear surfaces , it is not reccamended that high differential loading be placed at shallow depths. Under conditions of even loading at constant elevation, the unweathered rock at Three Mile Island is capable of safely sustaining =aximum load-ing of 30 kips per square foot. 3.k GROUNLWATER Orcundwater levels vere recorded in detail around the proposed plant site and vary frem 279.0 to 282.0 with elevation and distance frcm the river. Assuming that the river is maintained at elevation 277 feet, the groundwater levels should vary little frem these presently observed. However, flood studies indicate a mean annual flood at elevation 286 with 5,10, 25, and 50 year ficed predicted at 287.6, 289.0, 290.6, and 292.0 feet, respectively. Devatering of deep excavations must be considered, and foundation design must include hydrectatic considerations. Based on field observations it appears that a pemanent deep well system can accceplish both the necessary devatering during construction and serve as a controlling
=echanism for rising ground water during flood stage, as well as be used as a potable water supply.
O 0002 079 ps ',%, 2A-6
GEOLCGIC GLCSSARY Alluvial Stream transported Aquifer A vater producing geologie unit Artesian Water Groundwater that rises above the level at which it is encountered Bedrock Rock underlying soil, sand, clay, boulders, etc. Diastrophism The process of deformation of the earth's crust Dike A tabular body of igneous rock that cuts across the structure of adjacent rocks or cuts massive rocks Decomposition Breakdown and decay of rock to soils condition Dip The angle at which a stratum or any planar feature is inclined from the horizontal Fault A break in rock along which there has been dis-placement of the two sides relative to one another parallel to the break Fluvial Produced by river action Folds Bends in the strata Footvall Rock below a fault plane Fractures Breaks in rock due to foldin6 or faultin6 Groundwater Subsurface water in the :ene of saturation Hangin6 Wall Rock above a fault plane Ice-Raft Floating ice which transports rock particles and other materials Intrusion An invasion of older rock by igneous rock Joint A fracture or parting along which little or no movement has occurred parallel to the fracture Lithology Cmposition and texture of rock NX Core si:e - 2.155 inches ( Overburden Soil, sand, gravel, boulders , etc. , that overlies bedrock th % 0002 080 2A-7 L
GEOLOGIC GLCSSART (con't) Overthrust In faulting, the process of thrusting the hang- , ing vall (relatively) over the foot vall Sandstone Sandstones are ecmposed of cemented grains of l sand size material ; Shale A laminated sediment, composed predcminantly of particles of clay size Siltstone A very fine grained clastic rock ccuposed pre-dominantly of particles of silt size Tectonics The study of the structure of he earth in response to earth movements Water Table The upper surface of a zene of saturatica Weathering Mechanical and chemical action en rocks which l eventually reduces them to a soil state Hardness Criteria Rock hardness as indicated on the boring legs is a qualitative property detemined by field classification, and is used as an aid to analyzing h general subsurface conditions. Actual rock hardness is difficult to define, therefore an arbitrary =ethod of hardness determination was de-fined by the following criteria: Very soft Rock disintegrates to touch; exhibits destructive alteration; can be considered as hard to very hard soil. Soft Rock is ccherent but is broken very easily by thu=b pressure at sharp edges and crumbles with firm hand pressure. Exhibits partial alteration. Medium hard Rock appears to be .relatively hard but small pieces can be breken by considerable hand pres-sure. Usually exhibits high degree of exidation. Hard Rock cannot be breken by thumb pressure. May ex-hibit minor oxidation (i.e. scme oxide staining or discoloration, etc.). ! Very hard Rock breken with difficulty by ha==er. Exhibits l no effects f cm veathering. O 08 ' .i .. 0002 081 2A-6
O "="=s (1) , Meisler, H. and Longvill, S. M. Ground-Water Resources of Olmstead Air Force Base , Middletevn , Pennsylvania, U. S. Geol. Survey Water-Supply Paper 1539-H, 1961, U. S. Govt. Printing Office , Washington , D.C. , 3h pp. (2) Stose, G. W. and Jonas , A. E. Geolcay and Mineral Resources of the Middletown Quadrangle, Pennsylvlania, U. S. Printing Office, Washington, D. C., e6 pp. (3) Hall, G. M. Ground Water in Southeastern Pennsylvania, Pennsylvania Geological Survey Bulletin W-2; 1934, 255 pp. (h) Gray, C. Geologie Map of Pennsylvania, Pennsylvania Geoligical Survey Map #1,1960 (5) Sexton, T. F. Seismic Survey, Three Mile Island, Pennsylvania Weston Geophysical Engineers , Inc. , Weston, Mass . , September 9, 1966 O 0002 082 O 2A-9
TEST 3CRINGS O
~
The following SOIL CLASSIFICATIcN SHEETS and ROCK CLASSIFICATION SHEETS are attached and are a part of Appendix 2A. They are listed in numerical sequence by Drill Hole Number. Sheet Drill Hole No. Sheet Drill Hole No. 1 1 42 CT-1 2 2 44 CT-2 3 3 46 cT-3 4 4 48 CT 4 5 5 50 CT-5 6 6 52 cT-6 7 7 54 CT-7 8 8 56 cT-8 9 9 58 CT-9 10 10 60 cT-10 u n 62 cT-n la 12 64 cT-12 13 13 66 cT-13 14 14 68 CT-14 15 15 70 CT-15 16 16 72 DH-100 17 17 74 DH-101 16 18 76 DH-102 19 19 78 DH-103 20 20 80 DH-104 h 21 22 21 A-1 82 84 DH-105 DH-106 23 A-2 86 DH-107 24 A-3 88 DH-lC8 ) 25 3-1 90 DH-109 26 3-1A 92 DH- HO ! 27 B-2 94 DH-lli l 28 BL-1 96 DH-112 29 3L-2 98 DH-113 30 c-1 100 DH-n4 31 c-2 102 DH-ll5 ' 32 c-5 104 DH-n7 l 33 c-6 lc6 DH-n8 i 34 c-7 108 DH-ng 35 D-1 110 DH-120 36 D-2 n3 RB-1 (NX) 37 D-3 115 RB-1 (BX) ) 38 D-4 n7 RB-2 (3X) 39 cw-l 118 r.3-2 (NX) 40 Ow-2 121 RB-3 (3X) 41 CV-3 122 RS-3 125 RB-4 (3X) 126 R3 4 (NX) 129 R3-5 (3X) 2.31 Rs-5 (NX) O 133 136 a3-6 RS-7 2A-10 (Revised 10-?-67) , 0002 00
GILBERT ASSOCIATES, INC. Soll CLASSIFICATION SHEET SHEET 1 Of PR OJECT : EI* 3 W.O. t.ll5-05 $1TE AREA 3 Mile Island oRILL HOLE Nc j CONTRACTORr I* . Kitlinski 83 C00RDINATES E LEV ATION DRILLER: 4. Carson GWL0HR$ 1 CLA$$1FIED SY : R
- Bo'7d DATE: 9-6-66 24 HR$
C eerse g $PT Grenvier REMARK $ SCIL DESCRIPTION wi 3 83I*
- Z u *
. Slows / " Chemisel Comp, y E. i censity for Consisteney), Celee ? "'e* $ is fb". Geelegie Dete, d j ' I"- 1 Seil Type . Assessories
- s Care R es. G '** ad * * .
Ceaserverien Problems, R Cm j
, co esc u v.y -=r> 1 1 1 6 . . . .
1
. Jed. dense, fine silty sand - tr. 1MM - Ang. . i . )2 11 18 23 p' ti gravel . Dry 8 9 10 SP i" _ - i3 !/a. - - '
_ 1: . . .
- 6. )L 1C 9 11 :g{: -
6.7 - l
*ri5 12 14 18 g Dense to very dense, fine to coarse SW 1NM - Sub. ing.
T)6 21 22 3C .(g, ,- _ grained silty sand & gravel GP 1" tosui . Mr5? 27 29 22 ' . rnd. . Meist Z)8 31 21 26 Grio 28 L1 32 ' 1. . - I)l0 18 2c LS ..,, [
~
srill 36 29 35 ,f[y- -
)
s I)12 29 36 al t; ; 19 5 . Top of Rock Ai13 L7 3C 60 k !- -
"f,4 fed. harc to hard interbedded 4.0 34 - Dip :: 45 * '/ff shaley claystone & shaley silt- - //'* ytone - noderately breken -
several 45' bedd
/jj, 23.5 85% - slips ~ r it, 6.0 55 - few nearly verti f#/ : '
Joints
///. _ ///- .
29 5 92% - Total Depth 29 5' - l O E i i c.o
,o.- 0002 084 -
GILBERT ASSOCIATES, INC. SOIL CLASSIFICATION 5HEET
$ NEE? 1 0F 1 ECT E T* EU W.C. 4115-05 SITE AREA 3 Mile Island 2 ORILL HOLE No. *RACTOR: F. T. Kitlinski COORDINATES 10 + la N E LE VATION 290*O LER: W. Carson 19 7 GwLQHR$
SIFIED SY -. R. Boyd garE, 9-6-66 24 NRs C,.. 5PT G e..e l., W REMARK $ SolL DESCRIPfl0H 5.it. j' ei.-./ Ch 4 1"- a
.5 0 ..,<.,C .. ..,>. C.i.,
i : "5'"/.- tu". c..emi..I Cem,, i.e. 0... 5.41 Typ. A.... ..,i.. 6 C.,. R .. .
, ,, ,, O '**
C... "d. * *F' ,. i ... ... . .
,,, c,,,
5o93 T 1-_. Q.8 1 ._6_ 7 . Med. dense, [ine to med. grained lHM- Sub. - 9 6 5 5# 311ty sand - set::e gravel 1" ang - 7 7 8 d - 0 - 8 7 6 sub.. 5 6 7 I, . rnd..
~
18 18 31 . . ___ __ _8_. 8 .
~
1.t Zery dense, fine to coarse, silty 35 32 36 N 12 Ang._.o qq-- Q. gand & gravel - seine boulders N >2" rnd . 18 36 35 l' ' . - 28 402 4'
.j. -
14.4 - 0 R E D
- 16 5, 0% Cored Boulders 2
g241(L {. ' _18 2 _ 21.0 " " 0 R ,E D ;l 't 21.2
~0% ~ '
n - . l 0 R E D 0"--* ___ . ._._ . 23 7 , 23 7 0% - Top of Rech I
/ */ Red. hard to hard, interbedded 4.2 4.2 ~
Dip = 45 *
'.* shaley siltstone a shaley med.
0 /* grained sandstone, moderately R , broken 27 9__ 15)__ _. 3 ' D 58 52 - ll
/ < '.
33*7 895 - . . _ _ . Total Depth 33 7 - e te '.*' 0002 085
O GILBERT ASSOCIATES, INC. Soll CLA551FICATION $HEET SHEf7 1 of PROJECT : MET
- E W.O. L115-05 site AREA 3 Mile Island omitt sotg uc CONTRACTOR: F. T. Kitlinski CCORDINATE3 20 + 00 N ELEVATION M DRILLER : W. Carsen GwL 0 HR$ 1 CLA551FIED SY: S* 007d DATE: 9-2 bb 24 HR5 C eerse 5PT *awle' REMARKS
.:
- w G'Seile SOIL DESCRIPTION M
8
- Density (w Consteveney), Celee ? "3** y , g, 0 I"* 3 '
d j Seil Type . Assesswies d Cwe R es. C '**"d * *'*'- 6 12 18 R ua Cwe aopsola v./ M l 1 1 6 .. p 2' 12 LA 25 [ *' W . dense, fine silty sand - some SP 1NK - Sub - U 3 31 17 11 i( [ gravel GP 1" ang : Dry
~
4 10_QR [ 7-! 5 8 10 9 le - . C 6 11 29 35
'r -
8.5 ___- , k* { ~ L6 L8
#'
- kof
^1 .2' II,5 , ~Med. dense to dense, fine to coars o 6{ grained, silty sand & gravel- some SW INK -
Ang to 1 IM 9 LA L2 L8
'3 r " boulders GW > 2" Rnd - Moist samples j lQ 10 10 16 21 [h _" ~
thf 11 o 10 11 3- - -
) ~
lE li 10 11 12
~
NO SAGLE n vi Im _ 19,5 .
~
lW'*1 , ,a "Very dense sand & gravel - Cored Boulders
? Sample recovered - -l C 0 R ' D 8 -
Cf LS 22 A 22 A Too of Rock 2 _ C h'/' _ Medium hard to hard, interbedded 2.1 2.0
- 0 . 25.0 065 _ Dip _
45' R 7/. .shaley claystone & shaley silt-
/j/ -stone, moderately broken E ,
79 7.4 - Few Joints 9 /, . _ / _ _ Z
'/' : "
12.9 93%_" _ _ Total Depth 32 9 . O ,
- 0002 086
_ _ m S r
*$6 a
l l
O GILBERT ASSOCIATES, INC. Soll CLA551FICAT10H SHEET
$HEET 1 CF 1 !CT: E*E W.C. Lil5-05 site AREA 3 Mile Island b ORILL HOLE NO.
4 ACTORS F. T. Kitlinski CooRo NATES 30 + 00 N = B 0 + 00 E LEV A TION 299*9
.ER W. Carson GWL 0 HR$ 19.6 Ft. . Fito avi R* 307d oATE: 8-30-66 24 HR$ Hole. Caved C rs.
5PT G r.avi.e REMARKS
. SCIL oESCRIPTION 5 I* -
88.-*/ a j Chemi..I C.mp, o . .., t., C . i. ..y ). ;.i., j ? "S ,"/.* ?d". i 5 G..i.,i. o. .
*'a. s.ii 7,,. . A..v .,s.. -i C.,. a ... G < =d * * '**.
Cons ervati.n Pr.el.m., .e.. Acpso1A v./ 1 1 2 g ,. Loose to medium dense fine silty ~ 5P 1HM - 2 3 5 f.), sand a gravel - trace clay GP 1"
~
Dry l 6 7 8 /,f ***** 4*O 1C 1C 17 f., " ense to very dense, fine to J [ 22 25 27 Joarse, silty sand & gravel - soms SW 1" - Ang -
; '.,4ebbles ;ggg .
SP >2" Rnd . 16 17 13 - - - d.1- - 16 20 LL o. .
~
SA GLC f. ~ Samples wet at bottom
+ layer (samples 7 & 8) h).
18 36 39 -
. more coarse material with incrocaing depth SA GLC .' / ~
1c '.e
# }'?' -
21.4
, *e. 2.4 2.2 Few vertical joints ! #f */. & dium hard to hard clayey silt- 23 8' 925 - pieces up to 1 ft. in 0
1 R , 1 one, era e y r en red) - lenph [./
/ ~
massive unit, no D / */ ~ apparent bedding 7.5-[ 7.6
/'t - /,s . ~ ~ /, / 31.4 98%
Total Depth 31.4' - w,.
- G
- 0002 087
O - GILBERT ASSOCIATES, INC. SOIL CLASSIFICATION SHEET
$NEET 1 0:
PR OJECT :
- W.O.' 411545 $1TE AREA 3 Mile Island DRILL NOLE NC CONTRACTOR: F. T. Kitlinski CCORDINATES LO + 00 N E LEV ATION d ORILLEM: d. Carsen GwL0NRS 16-CLA551 PIED BY : R. Boyd oArg, 8-31-66 , 54 NRs _12; C oerse g 5P7 Grenvier REMARKS g 5 Seils
- u. 2 *
, 50tL DESCRIPTICH ,
Sle=e/ u Chemisel Camp, 4 d -j Deasety (or CeasiseeasyL Celee , Range Gre en j Sise shoes GeeMS,is De's, O I J E 6 in. .s 5 Seil Ts pe . Assesseries :s Core R ee. O '*"d ** ' 6 12 18 C...'resei.n Proble.e, R un Core
.casos. v./
dl 1 2 2 j7-Loose sandy sil & gravel, trace NL <1m-~Ang - E 2. 1 L 1 'I . { organic material 30 GP h" ,_ Loam M .Nedium dense to dense silty sand rit 3 8 LO
'i . , - .h gravel (sand fine to medium - GM INM - Sub -
a .c- 4 15 12 18 M dry) 3M Ang - 7,f 5 23 25 27 4i - 7.5 - TC 6 9 8 10 yed. dense silty sand a gravel - SP 2HM - Ang ~ Pebbles covered
" ~
tht 7 1C 11 1C h{. - **"d **d' t c a m grahed GP 1" , FeO staba LE 8 1C 9 10 ) 'g, 12 5 Rnd 2 ! p ' M 9 14 27 gg %ry dense clam sand (med.) & SP g ^^8 "
\ L4 U h__EI ,. gravel - some boulders-some silt GP Rnd - Desiccated l
l v - 1A.3 -
'irst C 0 R E I LW11 LO ]Qf D CC-r: - Q. ._, 05..- ~
Cored Boulders i
*p$
C 0 R S'
" D - - " "
eC - 20.4' 20.4 0% - Top of Roc _k C 19 . 4.a J. 4 - uxp w
- / . Medium hard to hard, red shaley 22 5 57% - Vertical jointin - 0 <1aystone, broken to very broken R /f 36 36 - quite extensive g ff _
joints cemented D /' - 26.1' 1005 _
/, .
f f 43 fe.3 - E
'/ -
10.L' inM - --
- Total D.pta 30.u' l
~
2 .
~
l 1
- E - m l
O 1 E , . i 0002 088 l
O GILBERT ASSOCIATES, INC. Soll CLASSIFICATION $HEET SHEET 1 0F 1 ECT: MEI' ED w.o. 4115-05 SITE AREA 3 Mile Island on,tg got, go, 6 RACTOR: F
- U t' Mi -
CCCRDINATE5 50 + 00 N ELEVATION 295 4
.ER: '4. Carson 15.5 GwL0HR5 SIFIED Sf s N. 30Vd DATE: 9 1-00 24 HR5 lb*1 C ee,s e 5pr .
G rea w l*' REMARK 5
. Soll DESCRIPTION we 5.ils 8 '" "
N i. o.a . .., t., C . is...ey ), C.i., 4,, e e
**ae. G = ,'a "**'"'C'*'-
e In. 6 S is e She e Geele,e Dee., 3 5.64 Type. Aseesse,... 6 Cere. Res. G '*W * = '* *, e 12 Ie ***""**"# ***' '
~~
R wa Cee. 60PSOil v.c 1- 3-L \ ' Loose sandy silt - trace clay & ML (\ 5 A 3 . _ roots 3 5 5 {,- - 5.0 17 -.25 27 9 . Dense, fine sand & rock frags 3P 1EM - Ang - 7c Red sandstone rock frat 29 21 28 7.7 GP 1"7'7
~LC'- - - -f.2 p, " Dense to very dense - silty sand & 1" - Su'b -
0 R E D 4 g avel - 2" Rnd . Mden cord s _seme beulders - sand med to cearse GP Ang _ no recovery
. _ . . . 8 -contains both gravel & ang. rock 12.2 05. . -frags. . , '_ 13 7 -
f - - Cored boulders 0 R E D :L - 16.5 0% - 25 .19 35 i![ 18.4 2 Sarples w t Yi"Y
~ . .D 0 :. . . . - . . . ._20.1 .. _ . _ .
- 20. 5TE_18P9f_b .F #*"
** #1**k* *" *D -Medium soft (red) shaley siltstene 50 32 0 <. rock poorly consolidate g j,,7 e n broken -
can break frags. with
'.' - 25.l' 6A% _ fingers /. . .
D
// -
50 33- Dip 45'
/, ,
i.- -
. 30.1' 66% . _ - Total Depth 30.1' -
t c, s . .
. .. . m . .
- 0002 089.
GILBERT ASSOCIATES, thC. SOIL CLASSIFICATION 5HEET SHEET l CF PR OJECT : E'O w.0. 4115 05 site AREA 3 Mile Island oRtLL HOLE NC CONTRACTOR:P. 7. Kitlinski COCRDINATEs 10 + 00 S E LEVATION d DRILLER Smolewict owtaNR$ CLA551 PIED SY : R. Boyd oxyg, 8-30-66 - 24 hrs C oorse 4 5PT Greavier RggARxs
; W seite Soit DESCRIPflCH S te. / I E d Chemisel Co.,,
g g. as 3 Dens 6ty for Coneiseeney), Celer j ,e R ea,e Sise Gre sa si .. Geel + c Deve, 0 I"- ' d j E Seil Type . Ase***eri** d Care R es. G r*"d * * '**. ' Cenewvce6en Problems, e 12 10 R ua Core ma _. v ,1.. .-..- l _j d.gif M yey s r.T 1 2 5 7 of - some 5 3,3 gn
- t. -
Damp
" 8 8 tr -M. dense fine silty sand-trace - ,8 _t . organic..mter421 R .g 4 _23--SC TL .
___ k eA._ .. .. gE.___
-- -- Cored from L.L'
_ C [** 3ense, sand, gravel & sandstone - 4.6 09 - 9 0' - no soil _ 0 w boulders - recoverei IZ E D b ~ f- _7. dense silty sand & Gravel - 9.0_ _.SW 9.0 _ 195 - 1MM - Sub
.a_:s L 32 38 47 .*.g .
some decomposed red shale, trace GP 2" rnd . Damp _ If. 41ay to - ( NC S,t6L: 8, f y- so ang - MJ._._L6 J_9 7L cl.! . 15 2 .
/ # ' Medium hard (red) shaley clay- -
Dip 45*
//
0 /<," stone, broken
- 53 35 ~
R /'
. Moderate vertica - //
20 j_(t(ag . jointing
- D ,, -
50 45 - _ T, . _ _ " 2f.5 90% - Total Depth 25.5' - O 0002 090
~ -
\ .'. - e.
O GILBERT ASSOCIATES, IND. SOIL CLA551FICAT10N SHEET 1 1 SHEET OF ICT: MET. ED w.0. All5-05 SITE AREA 3 Mile Island DRILL HOLE NO. O 4 ACTOR: P. 7. Kitlir. ski C00R0lNATE5 20 + 00 S e tgy47:en M .4 . ER: Smolewic2 .- GWL 0 HR5 E*71 IFIED SY:
- U ~
OATE: 24 HR5 c .. 5P7 RIMARK5
, Soll DESCRIPTION we C'5eil'3*' ***' N G = 'a "**'"'C'***
i 0.. 6,y (e, c 4. .. e. cese, 4 aaae* e= Sise She,e g g . G. ele,is Deve, 4 - 5.11 - n. . Asee .eries 5 Core R e c. C '* wad * *, 6 12 18 R wn Core * * * " ' ' ' ' ' " * '**** *"* _ 4m. a. i' -LO 8* sandy sut 1.s E Dry 2 _] 7-
~ ~ ~ "
Very stiff clayey silt - some fine 8 8 Of J, . sand - trace rock fragments ML . Dry to moist 1 " - 8 7 -8
- r" i -
6.5 - f8 7 8 ited. I- Dense - silt - trace sand & i - rock frags ~ ML - Damp 7 6 6 O - gl; . 6 5 . 6. . .d... 4 , 5 5 7 U f,
- - - J3 5 ,
48 85-- n ~3 oft decemoosed clarstone 15.0 CL - -
~
Top of Rock .
,, ~ /hediumhardtohard(red) inter- 50 4.4 - Extensive vertical O // -bedded shaley claystone & shaley .
jointing R E / 'f siltatene, very broken j 20.0 88% ~ D // - ii, 50 50 .
// ~ // 25.0 100% ~ - Total Depth 25 0 .
l 1 m
, , : : 9
- 0002 091
- $ %$% gg
GILBERT ASSOCIATES, INC.
$0lL CLA$$1FICATION $HEET 1 $HEET C I PROJECT: E*U W.C. Lil5-05 slTE AREA 3 Mile Island ORILL HCLE N(
CONTRACTOR: F. T. Kitlinski CCCRolNATEs 30 + 00 S ELEi ATION M ORILLER : 4. Carson GWL 0 HR$ CLA$11 PIED.SY _ 9- OM DATE: 4.24.44 24 HR$ _ C o.es e e 5PT Grenuler REMARKS A z . SCIL DESCRIPTION I*II' C Ble.s/ ; a i ac Density (e, Consiseensy). Cel*' d , g,,,, g,,6, Chemisel Comp, g e Size Shepe Geelegic Deve, j j 6 in. 1 ' Seil Type . Assessaries f Core O'*UM **' Res. y Ceamassen Problems, e msm ..b M i 1 1 1 ( ,p lery stiff clayey silt - tr. fine ML 1% - 2% - final: T"C 2 f., 5 5 fl -, sand & roots _"esseminated coa: M 3 7 6 11 Ij f dry E & 1 11. 16 I, ,' [ 6.5 Fv5 5 2C 15 LL . V. dense silty sand & gravel SP 1MK - Ang ~-
-C 6 20 29 60 ew 9*0 GP 1" sub r id Samples wet g n-Sof t %xwsedTale 9 7-'UL ]7 LC/.2' /' /j Z C / 7.edium hard (red) - interbedded 72 7.2 - Fractures irregt 0 /f _ silty shale & clayey shale _ some nearly vert /j Brtken to very broken .
2 45' shear face R _ ,/ .
. in clayey shale i E //-
16.9 100%_ (45* Bedding s1 D // _
// -
2.6 2.6 - 10.7 1005 -
] [ Total Depth 19 7 O _=
0002 092 i I I
GILBERT ASSOCIATES, INC. O Soll CLAS$1FICATION SHEET SHEET 1 0F 1 !CT: MET
- EU w.o. 4115-05 3 Mile Island site AREA 0, igg sogg so,,10 RACTOR: F. T. Kitlinski CooRolNATES 40 + 00 S E L E V ATION 285.3
.g n , 'd. Carson owLoHas 10 3 ilFIED Sy , R. Bo W . oATE, 8-26-66 24 HR5 Hole cavec I C earse 5PT Greavier REMARKS SOIL DESCRIPTION E _ . 5. is B1***/ I d as
} Deasiry (e, Ceasisee-av). Celee ,8 *** O"
- 8 la- "" j "s*i n e $he,e c a.ie,,e os, ,
.1 5.1 Type Accesseries 6 Cee. Res. O"d * * '
4 12 is R ua Core C'"'""**"#'*"*****'
.3L. ;.v 1 2 7 ~"
- g. "Jery stiff clayey silt - trace of' -
11 15 17 -fine sand - trace roots & crgani ML - 2C 21 22 I, $~8t'fi'l 5
~
21 2e 2<' i' 59 1MM- Sub.rrd Coarse sand & boulder 16 1 L; M 7ery dense silty sand a rock SP
! Lo aq frag:nents - cored 0 }y,l'E- J;c . frag:nents 8.7' GP D
2'h. d -_0% - Top of Rock
' , ' .Mediur. hard to hard interbedded 35 30 :
0
~
a layer shale a silty shale 12.2 86% - Bedding 45' R - 5 [ 65 65 ~ . D . [ .... . .__.-. .. __ .- . _ - _ _ . . _ _ . . ].8.7 100% - [ Total Depth 18.7' " 1 - e 0002 093 0
O GILBERT ASSOCIATES, INC. SOIL CLA511FICAT10H SHEET SHEET 1 0 PROJECT: EI' W.Q. 4115-05 SITE AREA 3 Mile Island on,tt gogg 3, CONTRACTOR 7. T. Kitlinski CCCRDINATES 50 + 00 S etsvarroy . DRILLER '#* Carson GWL 0 HR$_ CLASSIFIED BY : R. Boyd DATE: 8-26-88 24 HRS., Coeroe i 5PT e n *I** REMARKS G'Seils C z J e SolL DESCRIPTION == OI***# **'**'*** 1 ie Ec k Density (or Cen. stency), Celer W e R****
$is. G She ,'ae 0,elegge pe,e, i g g,, g g c 4 -
Seil Type. Ace .swie. g g,,, g ,,, c , .a ,,,,,, e 12 18 *"'"'*" '*"I*** R ua Core 60P5GiA V*C
- v9 1 1 2 8 j../ 'lery stiff clayer silt - trace verr -
R 2 13 1C 12 [. ).' fine sand & organic material ML _ Damp 4.1-]$ 11 1L ',T i
-1 3, 2, s .
56 ,, _, ,, V. soft elay (re
". _ Dense clayey sanc~ e gravel o.5 F.5 1"" -
1My - small gravel & : Q o gf w r.g ,
//
f _ Soft decomposed shale 8.2 CL ._ rock frasts N c
- C /,-Interbedded / med. hard claystone &
t.ard siltstone (red) g.0.2 1.9 635_-
- 0 //, -Claystone - v. broken 2.6 23 . Siltstone R
E r/. -liltstone - moderately broken 13.8 g - faW massive
// * ,(3n Ign pieces) -
with = 45 D f/ _ 44 44 -- bedding
,j - /i :
_ 18.2 100% ~ - _ _ Total Depth 18.2' - l O l @- 0002 094 l
O GILBERT ASSOCIATES, INC. Soll CLASSIFICATION SHEET SHEET 1 QF 1 ICT:
- W.C. 4115-05 SITE AREA 3 Mil' I818"d DRILL MOLE No.1 RACTCRr F. T. Kitlinski COCRDINATES D 2 + 00 W E LEV ATION 290*1
,ga : SEolewice cwL o HR5 11.2 siPiEo sy: R Bo7d DATE: 9-b-bb 24 HR5 15 6 C eer..
5PT *""I*' REMARK 5 G'Seils
; , soll DESCRIPTICN .a Stews / j d
- G'a ia chemisel Camp,
_] Density (or Consistency), Celer 8* ate g ,; 5 se Shee. Geeleg;. De,e, 6A - s 5 41 Type . Assesseries d Core R es. Grevad We,
, g g ,,, e ,,, Cea.,rvers.n Problems, ees.
__ wsw e v.5
- 2 J._ _6~ eff .Ted, dense, fine grained, silty SP <1MM Ang Dry ge sand, sete gravel GP }"
12 --1C 14 . I
, 7' .- .
11 13 1C _ ._. 50 .
,I,. Dense, silty, fine to coarse SW 1MM - Sub .
28 17 24 p g a ned, sand a gravel - trace GP 2" ang .
, < oal to -
Moist 21 19 23 f. ' Sub -
*i '
rnd - 16 .19 23 . ,4; .- 12 5 21 27 23 26 u 37
- Very dense h,*:finetocoarsegrainedsand&
SW 1MM S$b : ang . h l
. gravel - some cobbles - trace GP - - . Moist 37 46 43 .I wilt 2" Sub -
rnd -
)SM1 85!.) ' . _ ' Ed bott. decer.aosed.;illas.tene -T P of_ Rock e/ t'ed. hard to hard, interbedded - // 1haley claystene & shaley silt- .~ le to 3" pieces 0 52 2.6 -
_ moderate high R 4, ,'. [ stone, broke . angle jointing
- 26 5' 50% -
I - D
/ ,,,
50 30 - Bedding dips 45*
/,, -
31 5 SC4 Total Depth 31.5' - O
. : : 0002 095 p1 ,
M
GILBERT ASSOCIATES, INC. 50ll CLA55tFICAT10N SHEET SHEET l C PROJECT: *O W.O. 4115-05 slTr AREA 3 Mile Island onigt sogg n CONTRACTCRs I. T. EitlinSki CCCR0lNATE5 C 6 + 00 W = I 8 + 00 N E LEVATION DRILLER : Smolewic: GwL0HR$ _ CLA55lPiEo av, R. Soyd oATE,_ 8-31-66 24ses _ C eerse 4 $PT d Greavier REMARK 5
- u. Z .
, solL DESCRIPTION Seils 4- .3 81***/ d U R eage Grein e g ,_ p, s i.- censity (or Coasisteacy). Celer ,
e la. ' j , size shese Geelegie Dete, [ j i 5eil Type . Assesseries 6 Core R es. O '*"d * * ' 6 12 is R ua Core ***"**"'*"*"
.v svi- L.a _ _
E 1 2 5 5 ' *{* 'Med. dense sandy silt - some
,, I i bavel 3 4' ML - -
4 . t.- 2 9 8 9 M' }!ed. dense fine silty sand a grave:SP
', . 1NM- Sub afg C 3 7 7 5 6.2' GP 2" Sub r'd Dry d.t !. 17 13 9 [U 4 ~
Redium dense to very dense, fine tc eaarse, silty sand & gravel - some SW IMM- Sub - p;-';::' g 39 3, ,,,, f{.[} to ;
-cobbles, trace clay GP '12" rnd - Damp to moist LE 6 21 ?o 2a ,
a
; ang _-
naS txu 'e!; - tG t.. . b.i 7 jo w '.2 ' 1 '.- 15 7
- C -V. dense, sand, gravel, cobbles -
Cored 15.7' 21.
- 0 ' .s. -i boulders -
53 0.5 - poor recovery R ~
- ' " no soil recovere D
k..- 21.0 21.0' 9% ~ Top of Rock 3'/ - 01P ~~ 45 -
// hedium h2rd to hard 50
- 24. Few vertical joi
.interbedded shaley claystone & . /
eiltstone - moderately broken
!.j 26.0' 48% ~
t-j//, - 50 4 7 _-
,i .
[f k 31.0' 94% - [ - m Total Depth 31.0 "
- e h 4 - e 6 e m e M e m W m e m e 6
e N e T - - Ann ) - nn e e UUU{q (J y y, e
-mum
- e e t on
O GILBERT ASSOCIATES, INC. Soll CLA551FICATION 5HEET SHEET 1 0F 1
!CT: '
- w.0. 4115-05 SITE AREA 3 E* 18# on LL Hott No. E 4 ACTOR: E T. Kitlinski C00RDINATE5 B 6 + 00 W = F L + 00 N E LEV ATICH 2 *
.E R , SmoleWiC2 GwL0HR5 7.0 ilFIED SY: E Cn-d DATE: 91066 24 HR5 15.3 C r..
5P7 .
- " I-G'5."il . '
REMARKS g Soll DESCRIPTION we j a'-'
, - j j o _ . ., c., C.. . . .....
i.a T, A.... . ... C. i.,
- R,.,,,.
c .,.
, m 7, ;,,'.,c - - .... ..a..... . n ,, _ _ __
R. e. c- ~ c'~ ~ w - . ~- _ - t?." - . . . . . . - i. 3 2 2 *; ]4ed. dense,finetomedium, silty SP 1Mi Sub~
', i _ sand & gravel ~ SP 2" Ang~ Dry 5 6 11 ..
Sub M _ _ . . _ . . . . . . . . . . _ . . A .2 . g(.-Dense to very dense, fine to
,, g ., 5 <:oarsi grained silty sano a gravel-SW IM(- Ang._
17 15 le. s me e bbles & boulders - trace of GP 2" rnd - All sar.ples moist
.' l.e: ..lay -
12 tu. .'C : :
., - ~
2C 18 23 ', * . le 13 16 }O: :
* ~ -
16 2L-26 i, - .
~ ~
37 3L 39 . SA4FL (.k -
. .e -
20.6 - 85 /.2' 54 . Soft decoesqamLelazst,one.... 21_.2. CL - Top of Rock
,',; edium hard to hard interbedded 2.8 1.9 - Dip 45- // _s }{haleysiltstone&s?aleyclay- pg,$, 68% $ Little vertical jointi:
0 R
/f' hstene, broken to 24.5 brately broken below /,j- /
0 92h
' .',:.. 50 a.0 : /e. ~ /,
- 32.0' 805 - . _ .
l Total Depth 32' : 1 j l
.s .. a -
9! 0002 097 l 1
O i 1 GILBERT ASSOCIATES, INC. ! Soll CLA551FICAT10H 5HEET SHEET 1 01 l PROJECT E*E W.C. L115-05 SITE AREA 3 Mile Island DRILL HOLE NC CONTRACTOR: F. T. Kitlinski CCORDINATES A G + 00 W = F 0 + 00 E LEVATION d DRILLER 3molewict GWL 0 HR$ j CLA15l PIED BY : N* Eo7d DATE: 8-31-66 24HR$ Cears. 4 5P7 . Grenvi*' REMARK 5 5eils z g , SolL DESCRIPTION e 4 ia 8'***' S 3 Deasity (e, Consisteney), Cole, d 3 Reate Grela emisel Comp,
'A e $4:e $hese Geelegie Deve, 7 $ la* i E O J -
Seil Type . Aesesseries d Care Ree. Grevad Water, Censwvetion Problems, Re Cm icsson v.( 7 1 2 ,j._._1_1
]\
{ed. dense, sandy silt - some
} gravel ML ;
1"_. Rnd. . _ . Dry l G-2
- --l' 16 18 ei
- 2. - 4 5' -
- e. - _
S.0 3 18 23 27 f- ., Medium dense to v. dense, fine to SW
*Ic coarse grained silty sand & - Moist to G A 20 22 26 GP -
Damp 7 -gravel, some cobbles, tr. clay
~
LCLa 5 23 20 17 [~ E I LG 6 14 11 .7 ft : i
~
LG 7 7 8 7 [ j*5 ' - Sub LG 8 9 8 16 ' '! [ 1" - rnd - LG 9 31 27 35 T *. -
>2" to - Samples wet at b ~
ang - unit Na S;JE1 !. ' L,-u
'.t 7 - . - . . . - . . 21.4..-- -.
2mE 10 12 M '_ i.! fort deem: posed miltstor l
.- _224 CL _ - . . -- Top-ot.. Rock- - ' - , 29 15- Massive unit - n Y.edium hard to hard (rid) eilt- ~
C 25.2' 52% bedding - aPPare 0 // ~~ stone, broken to moder>*alv 2.8 15- #' * *
- D'
[ R
/,, ' broken 28.0' 54% -
I 1 D i, - 45 35- '
~
Z ' ' 32.5' 78%
=. -
Total Depth 32 5' - l
- l --14 um ~
!O - 9 . i 0002 098 I :
. - s-
O GILBERT ASSOCIATES, INC. SOIL CLA551FICATICH 5HEET SHEET 1 QF 1
!CTi E I. EU 4115-05 3 Mile Island # 0. site AREA cRitt satt so. 1 4 ACTOR: I* I* Kit 11M8ki CCORDINATES D 6 + 00 E E LEVATION 295.0 Smolewic* .ER:
GWL 0 HR$ ilFIED SY : R. Bo% gayg 9-6-66 24 HR5 12 b C ears e 5PT Grenvia' REMARK 5 SOIL DESCRIPTION W I*il' Sle-s/ I. E a Density (es Consisteasy), Celee d R ease G '* ia Chemisel Comp,
} j ,3 Sise Shese Geeleges Osee, O Ia- d '
Seel Type . Assesseries ce,e f R es. G' und W m e, y_ g_ Censweeseen Probleme, eee.
.u,.a-.a w.o 2 5 5 -Hed. dense, fine silty sand - SP 1-2 ~
7.r. organic MM sub Ang .~ Stratified 0 0 0 -
- _ . . . . . . . L3 -
13 M 2',
#ery dense, med to e arse ssnd & SP 1MM Ang -
gravel, some boulders GW - to - 31 L6 38 _ 2" Rnd -
- 10.2 Hard sandstone boulder 0 R E D - ~
33 2.1 -- 10.2 to 13 5' - blasted with dynamite
- s. -
13 5 63 % - O R E D , 30 2.2 - Cored boulders
~ , 16.0 65 .
[
~
37 34 42 _ SA:LeL: ,
--.. .. 20 3 -
Top of Rock
$ oft to r.edim: hard shaley clay- 3 .*/ 0.6 - Max. si e of core 2" 0 / stone, very broken R 24.0. _.26% _~ ~
E D /,
~ 35 0.7 - ~
27 5 205 - s 30 1.2: 30 5 40% -
; Total Depth 30 5' - }
m l ( - m M l .
l l 1 1 GILBERT ASSOCIATES, INC. SOIL CLASSIFICATION 5HEET SHEET 1 CF PROJECT: I'} W.Q. Ell 5-05 slTE AREA 3 Mile Island oRitt HOLE NC CONTR ACTOR s ?. . T. Kitlinski COORDINATES C L + 00 E = J 0 + 00 stavarjon ,,,,_ ORILLER : _ W. Carson GwL0HR$ CLA55tFIED BY : E* 307d DATE: 9-1-00 24 HR5 Ceerse g $PT Grenvier REMARKS 1 A
- u. Z , Soil DESCRIPTION I*i3
- l Bl***/ j- U Chemical Camp, ;
.3 d Density fee Canelseency), Cel*' , Range Grein e 563. She,. Geelegie Dees, j.
we ' e I *. i [ $eil Type . Accessortes
-i Core Res. O'** d **' ,_ g Ceneerwerien Problems, +0Fs01* ..s.i M 1 1 2 8 .
SW- - . . 1MM - Ang .."
.2 2 12 E 14 5* [ gravel Dense to very - some cobblesdense silty sand &GP. >2" to M 3 la 16 17
- g Rnd .
g A u u 1e 7, : : M 5 18 19 31 , E 6 la 16 21 $.L: . _ . . . . _ . . . . . 91 91
~ *1' 7 '
h,#)"7ery dense, fine to :::edium grained SP 1NM - E "
, Cored boulders - l
[ recovery
- C 0 R E Dq ~ sand, gravel, & boulders GW >2" ,
LQ 8 20 6C/.L ' ?' e9:---
~
a- . . 0 R E D *C " " tm tm C 9 39 39/.l ' go og - '- 9a t;t _C 0 R E D _,29.6. L
- f. 19_e.6_ _0%. . _- . Top.of Rock
- ,,c>- . """~
C ' /, 7.edium hard to hard interbedded 6.0 [ 0 */ shaley siltstone & claystone - 52-"
/' .
_ R f, yery broken to moderately broken .
- E j.' - ". 2 5.6'- ~87% -
D ' 4.0 34-
. _ . 29 . 6.. .'. 97. %.. ._- ...
Total Depth 29.6' - M W es M W g 6 . Su m'Edmum no em 6 e eq N m gi 6 e e M M M m'muulas e M u. m M plD m 6 19 gi i _ 0002 100 M W e
l 1 9: GILBERT ASSOCIATES. INC. Soll CLA551FICATION 5HEET t SHEET 1 0F 1
!CT E EU w.0. L115-05 slTE AREA _ 3 Mile Island 18 ORILL HOLE No.
4 ACTOR: F. T. Kitlinski C00RDINATE5 3 L + 00 E E lev ATioN 297*k ER: '#*C8P305 11*7 owl 0 HR$
,lFIED BY : A* 3C7d DATE: 9-1-8b Hole Cave 24 HR$
C ,. .
,py *awler REMARKS Soll DESCRIPTION G'5.il.
- '-s i i o . . ., <.. C . . . .., ,. C. ,.,
3 3 ,.,x e p,: ,';,,'.,c - - 4 ,
...,T...A........ ,. c. .... ... . - . . . . . , ,, ,, ,,, c ,,, C.. . .. . ,l..... .... .2 10 9 L ,.a..- ^5.
J_0 2 2L { '~Dense - to very. dense, fine silty sand & gravel SP GP 1Ni- Ang- 1" to Dry 12 18 27 "li- - Sub _ Rnd _ 1L 2( J.1
- 6.0 26 20 28 '! . Dense to very dense, fine to SN 1MM - Ang5 39 la 26
-- - e arse grained silty sand & -- 72" to -
gravel - some cobbles & boulders G'4 and - Moist 27 31 38 ,[* trace of clay - LC LL L6
~
3C' 38 LJ -
-18 31 29 -
ns _ 20 16 L1 - - QF
'6C -.J - 16.9 16.9 ~
0 R E D / - Sand, gravel & boulders (no -- Cored boulders samples recovered) - .19.0 0% nogecovey LC /.2 r ';
- 19.2 0 n -
- D
.- 20 7. .. 1 2. 0% .~. _ Top..of Rock - Medium hard to hard interbedded ~
0 ~ shaley claystone & shaley silt- - R ,
~
stone 8.1 8.0 -- E . =oderately broken D -
~
j - 28.8' 98% ~
. 3bb.' . .b .,- - ~
Total Depth 30 7 - 6
'. R - --
- 0002 101 i
l G Al a 227 92/9!
GILBERT ASSOCIATES, INC. Soll CLASSIFICATION $HEET SHEET 1 C PROJECT: U*O w.0. _ 115-05 site AREA 3 Mile Island DRILL HOLE N CONTRACTOR: F. T. Kitlinski CCORDINATEs A A + 00 E E LE V ATION _ ORILLER V. Carson GwL 0 HR$_ CLA55tFIED SY: R. hvd DATE: C 6_66 24HR5 _ C aerse 4 $PT G envier REMARKS c z Sf***/ e SCIL DESCRIPTION M soils
$ Chem,sel Come,
{ Density (w Canelseency), Celer *"
- f[,".
g j 6 in. .3 a. Seil Type . Assesser6.s m
? 5 ;,'e C.,e R es.
Geelegie Deve, G'evad ***'.
,_ Co,e C..s ee,i., ,.e l .
M 1 1 3 6 .. Med. dense dense fine silty SP G2 .7 9 11
- sand a gravel - some cobbles GP - Dry
?3 14 2C 17 I* -
Ig 4. 16 21 18
- 5.[
M 5 17 12 16 :* -
.t 83 T:C 6
_ it J21_ [icose, fine to ,ed. grained silty SP 1NM - Sub - I M 7_ 1 5_1 At sand & gravel GP >2" ang - 1 G 8 5 6 7 2 _- 12.s [ub Ed Meist M 1
- 9 7 20 31 "'.cy dense, fine to med. grained
'I I W,10 SC/.L ' ' '~ SP 13.9 s ilty sand a gravel - some GW 1"- Ang - 1 , loulders ga Cored Mders kl hC O/~'1 ' ' '
11 .u C 1 T_!5 1_2 36 0 LC E
/.1 '
D ,.
" *f: * .6 I_ ,, ,,
_ C , ,0 . a a i
- 1 2 h.a ) {= -
23 7 23 7 0% 2 Top of Rock
*' _ __ r C ,.
O e ,, Hedium hard to hard, interbedded 50 1.4 - Ax core R / ,' shaley siltstone & shaley fine - E .. -grained sandstone - broken i
._ D 'h , _ 28 7 28% _
_ r,a . 2.0 1.8 .
- o j.
a - 30.6 90M - ;
, ' , '- 30 2.9 - )),7 g . -
p3 l __- . 0002 102 4 m.mau. e l , l l 1 _ _ .~. ._
1 I O GILBERT ASSOCIATES, INC. Soll CLA551FICATION SHEET SHEET 1 0F 1
!CT: UE W.O. L115-05 5lTE AREA ~4 Mile Island DRILL HOLE NO. 29 4 ACTOR: F. T. Kitlinski CCCROINATE5 5 6 + 00 E ELEVATION _ 28b*b .E R : . ,i. Carsen owtagg$ 12,6 .lPIED BY : E* 30Vd DATE: 8-31-bb 24 HR5 NO18 CIY8d C oerse 5PT Grenvier REMARKS , SOIL DE5fAlPTION M Seils e Chemical Come, Sl**s/ a j Density (or Consisteney), Celer u R ange Green j ? sine shese Geele,is Dew, 4 la- I 5 Seil Type . Aseesseries 6 Core Ree. O""d * *''
6 12 ie Rwa C er* *"*""*"*"'****"** _ urs v_ __ - 4.. ..._.
.1 2 3 y ;; loose to =ed. dense sandy silt - -
e \. 3r. clay G roots - o.ty E ~ 5 7 11 _ 15 16 17 j 's -
. . . . . . . . . . . . . . . 50 10 7 6 ;, f.ed. dense sandy silt - trace .
L 5 8 e organic raterial & gravel ,.e >r E . 3 5 12 ,Z : : 18 25 60 1,; .
, , ,,_,,, ,,,,10 , $.
Top of Rock
,/ ,4.0 38 -Soft to hard interbedded siltstone -
g f.f -1 claystone - very broken & C R / <, wathered to 16.0' - compet. ant & J4 5' 1.2 C5% ~ 1.2 ~ W E l'7 unbroken to 18.0' - very broken 15.7' 100%" D // lelow 18.0' :
/, . 4.8 4.8 / .
20 5' 100%. Total Depth 20 5' f g 0002 103 gu 1 1 1
GILBERT ASSOCIAT25, INC. 30ll CLA$$1FICAT10H $HEET SHEET 1 CF AROJECTr MET
- D w.0. L115-05 SITE AREA 3 Mile Island DRILL HOLE NC CCNTRACTOR:
- I* 51D11nsNi COCRDINATE5 9 8 + 93 J ELEVATION $
DRILLER , W. Carson GwL0HR5 13 CLA551FIED SY : 3. Bovd DATE: 9-6-66 24 HR5 C eerse
.; 4 5PT Grenule' REMARK 5
- Z
- 2 SCIL Di'5CRIPTICN W Seits j
8' -a 4 = Chem 6eet Cem ,' g i 6 In. e 8-o e.. ,, c., Co ..e.e, . Ceio, : "ft;y is:;ae ...,e ,,, os,,, d j ,s. 5eil Type . Acese,eries d Cece Ree. Oad ** .
, g g Cenaeruerien Pro 6teme.
I 1 l 1 7 i
~ ~ Medium dense, sr.ndy silt - tr ~
E 2 8 10 8 :, ". clay sean:s ML 141 ( Ang _ Dry
~
4 3 1C 9 9 i, . M L 13 14 20 . W 5 10 14 13 _
. 75 . '.c 6 8.. 2. 5 r
icose to med. dense, fine silty - cand-tr. organic n t. -
" &. 7 L L L i -
- 10 5 SP 1MM Ang -
Meist C 8 14 21 20 . Dense to very dense fine to coarse SW 1MM - Sub -
-h' 3' 18 21 19 ... ,y sand - som gravel - tr. W W mg ~ , ,. . boulders & cobbles t.o Samples Wet C 10 2_9 36 19 Sub ~
7 . t Q 11 20 38 L1 I,L - Rnd . m W12 NC 3,t 4C "C
')*Uf.2 L -
noft._decoc: posed siltstone .. 17 5 18.2 -- - - Top of Rock y 33 30-Eedium hard to hard interbedded shaley claystone a shaley silte 2].d , _ 91% Bedding :: 45* _ ,ptene, broken to moderately 2.7 27- Well developed ve
~R,0 . broken 24.2 -- 100%' stained surfaces . 6.6 6.6 '
70 30.8 1005-
'""- ~ - - 4.6 4.6 -
EO - 35 4 100%
~ * -
2.6 2.4 -
- _ 38.0 925 :
52 52_ D.0 _
= -
l - 43 2 100%: _ . Total Depth 43 2' [ y _ 6 g
. 0002 104
GILBERT ASSOCIATES, INC. 50ll CLAS$1FICATION SHEET SHEET 1 0 PROJECT : 3 Mile Island W.O. 4192.00 SITE AREA Plant ogigt nogg g, CONTRACTCRs Kitlinski COCRolNATES %-5+95 'M E LEVATION ORILLEg . Kubitsky GWL 0 HR$ CLA15iFIED BY , Kubitsky DATE: 1-26 87 24 HR5_ C ,. . g 5PT W G,.nel*' REMARKS
- u. Z w 2 SCIL DESCRi?TICN 5 . 61 s 88***/
j d.
~
Ch g { 0... ity (., C.a. i e.a.y ), C.I., ? "s**,',* f$ c.,.m6..I C.mp, 3 j a- 2 *- s.i s 7,,. . A . ... ..,i.. 3,,;, o ,,, 5 C.,. R ... o,-a W.~,, 0.0 a 12 1 O.O R wa C.r. *"*""**'"***' 1
- .O.8 Brown 'Ibp soil -
i
- Brown Silty Sami -
No Sampling
*o.
v/ multi. colored Gravel - Drillers g, *
& Rock Frs4s. ", Classification s ~*
O' .
- 'C . - s. .
IE o . 4 q . C
- g. . .
Jo -14.5 - b
. . Brn. Silty Sani . - ^
v/ multi-cole. red - 9
- Rock Fra6s & Oravel -
- j. & v/ some Bidrs. .-
g,, .
- B.
ik ' -
.d - ^ , 21.0 -
_ W Red <h-1e _ 1 25 , _ . T. D. O - N le t. G AG . 0002 105
GILBERT ASSOCIATES, !?tC. 50ll CLASSIFICATION SHEET
$HEET 1 0F 1 l 'CT: 3 Mile Island e,o, 4192.00 $iTE MEA Plant omitt Hogg so, A-2 1 ACTOR: Kitli"*ki C00RDINATE5 2 Y E LEVATION 'b .ER hbit % GwL 0 HR$ T' iiPIED 8Y : "
- S. DATE: 1-31-67 / 17*9 72r/wRs C eeeee 5PT Greauler REMARKS
, SCIL DESCRIPTION A I*
ei.-s 6 In. i 3
.i b o.. ., to, C sis.e.e,>, C.ie, Seil Type . Acesseert e j "s*"s',' fi,:'".
gg,,;,,g _ seei ie oe,e, g,,,,
- i Cee. R es. Od '
6 12 18 0.0 """ b Cenewuetion Preblems, eee. 4.8 Top soil very loose - 1 1 2 -
.i . Med. Dense Brown, Sand & Gravel b,. . gilt, M Crganic Particles Sub .
2 2 3
- e - a ist to dry GH 3/4" Ang -
iSand&Cravel to - 105 - Silt n Rdd - k 4 5 ..
,o -
4 6 5 c. - 6.0 -
} - Med Dense Brown Sand & Cravel, -
1 1^g '0, - TR Silt, TR decomposed coaly Sub - Silt less than 5% 5 8 {, w
" particles.
dry GP 1" .A318 - to - Relatively clean 7 5. Gravel composed of Edd - Red shale, Siltstone 5 g, -
. Sandstone, Grey dolo. ..}
5 7 6 - - mitic, occassional 0-
. Stz & chert pebbles 6 9 9 - .- Q.
9 11 13 13 5 - 73 - Brown Sand & Gravel; Some to 25 - t 15% & Silt & Clay - 10 10 14 f,J Silt & Clay med Dense to Dense (M - 13 5 to 14.0 p W to - Clay mos Q tr a du o i :!P - posed shale pebbles ill 15 20 as -16.5 ches, to vet at 15 0 , CJ - Boulders & Cobbles - lL 2 D C-18.0 [ 1ess permeable. i 7) g . _ less than 5% Silt & 1 14 18 25 g -
@ 1.0 t 15 0 ,I 55
- Silt & Clay belov 35 50 F _"No Recovery 19 5-20 5 -
J.g - 15 0' l ")/ 22.0 - l 11 LE D M Red male l [22 5 T. o.
- 0002 106 0 G AI . 21, 18/4
,I ils?.
1 l
i GILBERT ASSOCIATES, INC. l 50ll CLASSIFICATION $HEET 5NEET 1 _C PROJECT ' Mile I51End W.O. h102.00 3lTE AREA Plant Site ORILL HOLE N CONTRACTOR: Xi*,linski COORDINATES A 7+00sE ' ELEVAfl0Nd DRILLE R : K'J b it s ky GwL 0 HRS $ CLA15l PIED 8Y : 'd.3- DATE: 1 11-67 24 hrs _ i l C .s. ,
$PT **w 3*' REMARKS I f
C'1.ile g z w ' g . SC!L DESCRIPTION f **#
$ k Deasity (w C.nelse ney), C.I., N s Gr* 8a * * ' " ' ** ; ie g g .4
- RSis**". 58=,. G 1.e4. o. ,
)
4 i,* o
- 1 41 Typ. . Assessarie. :i C.e. R ee. G'.=ad We' ', l
- 0. C e 12 18 Run C=. C neeru. sten Phe )
0.0
~ O.Q Too Soil ~
1 1 3 3 c. - - _ J - - 1 newn, silt, tr. clay Some 2 2 2 3 If ~ fine sand moist G " K: *
- i 1 L 7 10 ~
h5 M . ,,M. Cense Srcwn silt a fine sand ,
) ~
h IC E 8 - 60 moist 4 ~ v Cense 3rewn fine to ese. sanc S3 . h O & gravel, tr. silt -dn Max. Ang . Less than 10%
- 12 l' 2E
,IA - tr. clay, tr. organic 1/2" to -
61- Rdd. - 6 16 17 2C y - GM - Silt & clay ir 43 .0 to lof,+ below 0' 7 21 18 16 " 10.5 "
.t , orcwn une t.o ese. sana 6.
g - Dense gravel tr. of silt & clay - High 4 of qtz. 3e - 11.5 2 16 1L 15 vet GP -
& sand grains d -
Brown fine to ese. sand 's - Lenses of eles gravel, tr. silt & clay - f') 9 1h 13 9 GP - vet - sand
# ~
I ~ Med. dense to 15.0 - FI2
~
1C 6 5 12 ~ tense belcw 15.0 a{.,
-~ ~
11 20 20 20 ~ [$ j.# " 18.0Much decomposed red shale
~ ~""
L2 L7 23 c0 . 16.5 to 18.0 " Zea it 2 D g: a.d shale :
- 4 ,m. -
T. D. - s _ _ _
- : 0002 107
_ m W e Al l l
GILBERT ASSOCIATES. INC. SOIL CLAS3lFICATION SHEET SHEET 1 C P90 JECT: 1 mile island wo. h102.00 $3rE AREA P'RMt DRtLL HCLE N CONTRACTOR: Mitlinski C00RD; HAT Es B-P 00W ELEVATION DRILLER : Ktibitski GwL 0 HR$._ CLA55tPIED sy e WA DATE: 1 18 47 74Med _ Coorse
" ' 8 i ,; e $CIL DE3CKaPTION W '5e4 U Chemiseel Camp,
{* i os k Density (or Cenelseeney). Celer s R*ase Crela
$ 4 in. j g g e Sise $3epe Geelegie Deve, O ** Ieil Type
- Ateesseries g ,,, g,,,,g y,,,,,
f g,,, 00 6 12 1s *"****'* *** R ua Core 4( pose, Brown,311t, Sand & Gravel d- 1.0 _IcpAoil Meist 1 1 ? 3 c c - Med. Dense, Brown Fine to Med. ~
$-j-- Sand & Gravel, Tr. Silt SP 3/k" Sub -
2 3 h 5
& Ang . Less Than 26 ap to - to k.5 Rdd -
3 10 5 6 '[
~ ~ 5% silt to 7.
2,4 Fairly Clean t.} .
. Permeable k 5 7 7 .I - ~
n: : 5 9 7 5 !c~7.5 - (. VeM. Dense - Fine to Coarse Sand, - 70% Sand 6 4 5 5 9', - S me Gravel, TR Coal pteles. - Fairly Clean
- p. -
SP
" " - & Permeable 15.C J' ' ~
7 5 6 f ~10.5 ~ 5 Meist to Srv 59 - Med. Dense, Fine f's CSE Sand SP - 1/2 1/2Sandi
"""~
8 7 5 7 5- ~12h0GrSV'l Dry Gh _ P4 ,)4ed. Dense, Fine to CSE Sand & SP
- e.t . Gravel, Tr. Silt; Tr. Decomposed & . g! Silt 9 5 8 1C r> coal it c: VM e GP %- Dense - Fine to CSE Sand & Gravel E - ** P' * *D1' 4): .
TR. Silt & Clay " " below 13 5 15.c10 12 14 30 4 's 15.0 1C4- Meist
~~~"
D RI L LE n *16.0 Boulder & Cobble - y . Med. Dense, Fine to CSE. Sand & 10 to 20% Silt & 11 8 1C 15 Ep - Gravel, Some Silt & Clay - Total
,p -
12 30 25 21 44 19.0 Moist
~
_ ii .Y. Dense, Fine to CSE Sand & Grave] M 15 21 3C "8 41" Layer et eine sand-clean} L3 m (
, a -
_ Q1 Coal TR. Silt 54! Moist - 3 RI L 2 ? D m Fed shale _ 21.3 - O - i 0002 108 G A8
- t
( O GILBERT ASSOCIATES. INC. ,
$0lL CLA$3fFICAT10N SHEET $HEET 1 0F 1 !CT: 3 Mil' 1818 W.0. k1C2.00 snyg AREA P' et Site DRILL 440LE h0.1::.lA.
I RACTCRs Ki*linski COORDINAT ES ELEVATION D a3
.ER: Kubitsky GWL O NRS IS "
ilPIED SY: DATE: 1-10-67 24 HR$ 16*2 Ce .. 5PT * " 3* REMARKS Soll DESCRIPTION w- O'3."81. '
, . {
j o . . < c .. , >. C.
....T,..A........
g y
,. ;c :: ;.'.c;- - .
C .... .. . .
. ,, ,, c., ,_ C -.. . . ..
C
- 0.8 Top Soil - ~
- d. s .
~
- s. .
~ $J*
- Fine & Med. -
No Sar:pling
~ . Sand & Gravel in hole. Class-l 9 _" .' ification from . drillers ic6s. ,6 . . ., g . .
i;- -
', s. - ). - ),, ~11.0 " ' y- - -O' Fine & Med. Sand &
V - Gravel, Cobbles & Bldes. - p ., - c . .
'O - - ~ .'O ~
e, .4
- m. ,a , .4 ~.
g
- o. r. ;
.. o : : 0002 109 l b GAI. 227 2/f
O GILBERT ASSOCIATES, INC, SOIL CLA551FICAT10N SHEET 5HEET C PROJECT 3 '411' I31' W.O. h102.0 SITE AREA Plant Sit? DRILL I.0LE N CONTRACTOR: KitliS841 COORDINATES B-3+35 E e tgyi,yton __, ORILLER Kubitski GWL 0 HR5_ CLASSIFIED SY: DATE: 1-20-57 24 HAS _ C ese g 5PT Greneler REMARgh
.: Z .
SCIL DESCRIPTION d Seele u- = 2 j g j 8 8- a Ch ieel C p. 5 j 6 in. .5 j 4 o ...,t.,C .i. evi,C.i., Seil Type . Aseeese,te.
"tl;y fC o ...,,,o,,,,
d Cme R ee. Gee .d Weser.
- ), 4 12 18 3.9 R ua Cw. *** ** ***
_ . ).7 *co soil .
- 7 . .
o) . .
. fttiti-colored Silty No Sa.:plinc
_ l., . Sand, Gravel, and
. hole. Clast -' ;, ' . Cobbles - ification f:
Drillers Lot 0.-) . Z ).', :
~
O
?: 3.a ~ @) Brown Silty Sand ," @. . v/.tulti colored . - . Gravel, Cobbles & nldrs. .
_ O _ n. . K - L. :)
- o. . .s .
O: . 3 ,.- .
-a ,0
- me 70.s I
e - . . , . , . _ \ O _ RE.W.E 0002 !10 Bub.W4 - 4 A8
GILBERT ASSOCIATES, INC. soll CLASSIFICATION SHEET SHEET - C' 3 2 3# L192 PROJECT : W.O. SITE AREA Plant 3ite DRILL HOLE N( CONTRACTOR: 4i011n33i C00RDINATES 37+00 N E LEVATION d ORILLER kY ? GwL0HR5 It CLASSIFIED SY ' 3- DATE: 1*11*57 192 k HR5 2 C eerse
*. $py .
Greav'" RE14 ARKS 4 $ OIL DESCRIPTION w Seils
***/ * *
- Density (or Ceneles.ney). Celee N'"
$ "g*,"y G iD
- 4 la* e a, o f, -
Seil Type . Aceses*** :i Cee. R es. G, ad wever, g, 4 n 33 9,n '"* * "*" **** 3 R ua Cee.
~
- , . . .. . ' n a . .. .. ; 9.--
,. a. .u. .u tart.e 2 .- u-< n .- f) . O Te-s M! vet ~
1 1 1 1
.g{ pcs2 cratal i ;aad (fine to =cd.) ~
Fluvial Moder
-p . a :.c allt L cla/- - Scist :C Max. Sub./JG PCMC ,- ,' 6 '. #
1" to - kO'I" 0#8V"1 F gaund- LC% Sand
/,{, - '5 '. # 7. . - L - 20% Silt & clay 3 6 Flat ~
7 ) :. ;M. dan;e-br:vn, fine t: 002. Jar.;1, l'sX .
. MC ' 'i ( M' ,.::ana g 4C*f CM'/'.fi, Tf. Silt - dr7 TI 3' " ,j , '[
ned. den:e - d-evn, fine to CCI - f, ySand 5 lo ' 9 10
'N taad 1 cravel - d.'7 ~
a Gravel le:s than 2f, si: p - g.
~ $ 9 13 15 '8 9.0 - .; a m - crnun, u.ne ;o .c aand l
a e 1 sana 4 gr: TO C4 ?e gravel, T3 allt - = cme blacu ~ 7 .21 00 16 h- 10 5 organic dr/
- 10f silt y .V. d:nco, brevn, fine to OSI sand . less per
~
8 '
-v'3 h3 -3 ii. . acne gravel, sctw allt, =oist - { telev 1C l ~ . . 6 sand . 3 gravel
_ 9 20 LO ico 4.i>13 2 . Ic<, silt C 0 a E D TvM 3. ;. 31dr.1 ecbbles ~ g-:3 C[ - 4 () "15 5 - I
- -V. den:e, breva, fine te OGE =an '. -
607. sand io go $1 L7
. -1 gnvel, m..: silt, =oist -
- 4. C - 30% smvel ;
Ch Cs. to wet st 1';'.0' 10% silt
~
u h, n us 3: : 12 48 50 56 50 - D
* ~ ,.l . ~
13 LOC X .
-20.S Bou.L1er -' ~~'"
DR IL LZ D ()0 -21.8 Top of reck 21.8 . CR IL LE D '/(22 5 Red silty shale _ _ m. 0. n v G Al . V' - 0002 111
^
l GILBERT ASSOCIATES, INC. SOIL CLA551FICATION 5HEET SHEET I CF 1
!CT: 3 Mile Island . 0. 4192.0 $1TE AREA Plant Site DRtLL HOLE NO. BL-2 4 ACTOR: Kitlinski COORDINATES ELEVATION Na O .E R , 3 oyer 17 3 G.L O MRs l .iPIED SY id. S . DATE: 1-12-67 72 y,igas 16.9 C ..
5PT ,
*aul* REMRKS SotL DESCRIPTION aa '5 41. '
m. i a e
. . .., <., C . . . . ,. C.m 3 ,w e r. : ',c:,-
i ...IT,-........,.. y c .... ..-...
, ,, ,, ,., . c,,, C.,........
T '. . Loose-Brn. Silty Sandy Top- . Started 1-12-67 qk 0.8 soil - Some Gravel Wet
,V -
Med. Dense-Fine to Coarse - 1/2 and 1/2 Sand g - Sand & Gravel - Tr. ot' Silt - to Sub." & Gravel Less Thar 7 9 13 .. Dry - Brown Ang." 57. Silt. Fairly Tr. Organic g 3/4" to l Clean and Permeabl 8,j ' 12 9 7 _ Rd. "
.0 - -
Fluvial 3'6 . I 12 14 17 6.0 - t
'. 't Dense, Brown, Fina to Cse.
9. Less than 107.
. Sand & Gravel, Tr. Silt to Sub.- Silt 21 19 19 )? - Moist Ang.-
EI- - Tr.coaly Peeles. 7.5 to 9.0' lM 3/4" to
.T5 9.0 Rdd." ~
19 14 13 iy Med. Dense, Med. Sand w/Tr.
- iP ( 100'7. Med. lClean Sa 11 10 10 (.{ \ Organic 10.5 Dense Fine to Cse. Sand, em /
707. Sand, 287. Grav 2% Silt, Est. M Less Permeable
~ \ g g i,Tr. Silt. Tr.Organi[
Be .5' ['. 9 14 26 Dense to V. Dense, Sand and
~
j " Gravel, Some Silt.Tr. of Clay , 1/2 & 1/2 Sand and Al Much Decomposed Red Shale ~ Gravel,107. + Silt 20 28 32 ;- [ Some Organic Ptcles., Moise and Clay,(Below 13.
*0 10 to 207. Clay .0:/ 7' i' IA.7 and Silt) 27 31 0 R E D I5.5 Boulder "
2 V. Dense, Lt.Brn., 511cy F. .p 1Auvial scrat. of 4 ~ to Med. Sand. Interseratified '& Sand Lenses w/ Sand 15 49 ED A ~17.0 Sand and Gravel ;P ~
& Gravel - K is lo Recovered 2.6' Soulders and -
0 R E D - Cobbles -
~20.0 -
r, arawn sana w/ vravet No Recovery R I L L ~9 ~21.3 Cobbles ';M - g I L L 'M21.7
/ Red Silev Shale - 3edrock T.D. -
G As . 2.27 12/s i., r , m. ... 0002 117 l l
1
)
GILBERT ASSOCIATES. INC. SOIL CLA351FICATION SHEET SHEET E 0
*1 '111e Island w,o, Liq 2.0 PROJECT: slTE AREA Plant l DRILL HOLE N. !
CONTRACTOR: Titli* Ski C00RDINATEs C-5 +05'd stgy47,on, g ORILLER : ^ 15 ' * * ? GwL h MR5d CLASSIFIED SY: ~1 3 - DATE: 1~17'b7 24 HRS d C aers.
$p7 Greavier REMARKS 50tL DESCRIPTICH W 5eils . Slows / I as $ Deasity (.e Cuisise.asy), C.I.' d R eno Green Cheeeel C.mp,
{ , 3 4 - 513 54,. G l.gie D , d j 8 '"-
- 5.it Ty,. Assess.,ies C, ad w. e, 3 c.,. g ...
l g , ,, o, C asww=*iaa Pr.6lems.
"O.8' frecen - toes?il * ~
1 1 2 2 -
" Loose, fine te Ose. sen:i & gp Sub ~ High permeebil 4' ~ gravel - dry Ang.[
_ . 2. 1-1/2" san 6 & 1/2 gravel _. . sp 3/h" to
' ./
c ?
- 4, '
_ Sc: .e bile.. coaly ptcles. Rdd.. _ 3.0' to 0 ~
& Dense ? 11 16 26 ~ . *3 . much Red SS Roch Frogs. ~
K .~ . _ _ Cense, fir.e to cae. sand & L " 'o '*
/ . gravel, tr. silt - dry Less than 5% S gp Sub .
5 ik 17 15 .',b -
& Ang.-
sp 3/h,, to -
~ ~
[ 6 16 15 18 *" ( W- -D - 10.5
)7 14 19 20 - *7 -/ .- Der.se to v. dense .
8 18 ol e*C . Lew permeabili 3rewn sand a grevel w/seme silt belev 1C.5 Dr .I. - 4 tr. clay . :toist. - o il le d y' *
~ Subr 10 to 20% si "c . Drilled through many cobbles & Ang. cicy .\ - . boulders belcw 12.0' gm 3/I' *0 - Or il 'e <e le d - - W. 6 Or il le d - '.O . ~ .)', ~.
Q' . _ Or il le d
.( _20.1
_ / -
-21 5 '4eathered led She.le - . . ., 4. 3.
u
\ _ e l
4 As . e
.. 0002 113
l l
\
GILBERT ASSOCIATES. INC. 50ll CLASSIFICATION SHf ET SH!ET 1 0F 1
!CT: ' "41, Island w,o, klo2.Z SITE ACEA Plant DRILL HOLE No. C*2 1 ACTOR Vi tlMSk* COORDINATES C-3@ 'd ELEVATION 200 05 .g- Y:hitskt GWLOHR5 19 5 IFIED SY: ~I 3 - ~
DATE: 1-l? #7 lldg'/ HR5 'A 4 C ear 4 e 5P7 . l Greaul*' REMARKS j g e SolL OCSCRIPTION a Seile I o'c i N R*a** G'eia chemisel Comp, Density (or Consiseeney). Celer = l 4 go, g g W Sise She,e Geelegic Dees, Seil Type . Assesseries d Care R ee. Grevad We'er.
, g g ,, e, Cea ww.esen Problems. ees. , Topsoil -
1 ? h I.5 - 9 -I.cose fine to C32 asnd & grsvel, to T2b - 3 g 5 ,,(. -TR. silt. =oist 1-1/h'jon4 . l .. - Rdd. - - l7 h 5 s' G! to -1/2 sc.nd 1/2 gravel l rod. danse halov h.3' 1/2" - 2% silt to h.5 ' 5 to lo:
, j ', - -
silt below h.3 ' 7 3 11 -hf rly per cable
'[( .
1 I - y, l 0 10 10 ~
]7.542t 6.0 to 7 5 -$ }' f'ad. Dens -fins to :"ad 3rsined -
7 @ 3374 _brnwn sand % graval TR. silt TR. O!' 1/2" 3Cf gravel 11 o to !J . nr m n t e- -n t s t _ Less than 2T silt l h$ dst. denso to Jans:- bravn, stity, sub sp;. s p- sble l 0 10 1h 3 -Nne to : red Crain21 s-2nt a ;ra.,:- ,T' 1/2 to - Ot:r .: v'ei chale 1/2"
; '7",":'R. c11y TH. 'asly partielsa enf si . rd1. - ssni & grsvel 5 to 15%
sfit & elm 1
- 17 ,o
*S -
l l Q ". .!cnsa , brn. sin.1 's 3rsv21 - clean sand in as=ll
'g ,, .,4 y i; g -TR. silt & cls; - =oist (0.2') lensas 6.4 - -
a4 31 M b 15 0 9 Y m ? 14.0 9~1. 1 t3 -s ir - 7. d.:9se, him. ssad % gravel S;2b - 1/2 & 1/2 stud & grave
,o . , , -, , .j - so o silt & ,:lsy - moist 3/h" sng - 10% silt & cisy 9 - tn -
4 - (sorre sant lenses) Rdd.-
- i4 - - }s ,
6.d - l E * M t 9 ~ Rei-ssn.ly, 311ty, shale - 79_ 'h
- 7 a^
.0 T.o.
e 4 As 237 92/e
- 2. i ' +
0002 114
O GILBERT ASSOCIATES. INC. SOIL CLA551FICATION SHEET
$HEET 1 C PROJECT: 1-Mile Island w.o, h192 SITE AREA P a "+ ORit.L HOLE h CONTRACTOR: Kitlinski COORDINATES 31.+00 M _. ELEVATION !
DRILLER : Kubitsky owl 0HR$ _ CLA551 PIE 0 8Y: Ed DATE: 1-10-67 192 MHRs_ C o.,s. sPT G, wl.,
.: 4 R EnAARKs
- u. Z .
2 SCIL DESCRIPTION q 3 all. 8'-/ a" g 3
' 'a- a '
j o . ., <., C . . .,3. C.i. 3 ; ag t;, .Ch.m6..I Comp'
..,,,,, o ,,,,
s a s.a T,,. . Ao . . .., .. .; c,-aw C.,. .. . C . .. P w .m. 6 12 ta 0.0 Rua C~* . l
- 1 ~0.1 Soft bru sdv silt-some sm ~ Torsoil
_ 1 1 1 2 Fine gravel-tr clay Lun l _ '$, loose red brn sand & gravel-some
+2" subang dirty; as. qtz.I i
N 'say .o silt binder 74 2 2 3 k rdd - gravel _ cs med. dense bra med. sand & gravel- Ian +50% gravel i
._,. 3, _ al. tr. silt CW y subrdd -50% red sanc ~ 3 5 7 9 ,o 2 k -maeraFe l
LL y med. dense brn. gravel & med. sanc Imm . 60% gravel 1, i 3 _ tr. silt as above 7J to K- moderate t:
- 4 7 8 10 4 - +2" ) - ',k -
coal silt l Q - O -- 5 1o 22 1' d 7s _ dense brn med sand f. gravel-50% cravel, 50%
\
3{ 9 1mm
. trace silt to K-6 17 24 20 _% CJ + 2 ,, - moderate bg ce.0nse to v. dense (? ) recovered g - ~ one 2" dia .- veathered z es cobble, blocked spoon, no sample
_ 7 32 21 25 1" d 10.5 ~
-4 . v. dense silty :r.ed. sand & gravel . v. dirty; contad
_ p . GW . deemp. sh. fras _ 8 32 36 h5 6" 9, _ 50% Eravel
- No 3,. - 155 csE sand 3 N "*d ' #
3'c k8 56 21 o ',Y e i t a: - _ 20 " v. dense Red-brn silty f. to med. l=m -
- v. dirty v/ muet
- i. . sand & gravel - trace clay 74 to -
rock (shale) :ca) E 9 35 ha 69 o.5 y -
+2" -
pasty stx. dirt)
,o.- -
poor K _ lo al 65 73 0.N - f .
",~". 11 k7 59 71
_ 14 E~18.0 Below 16.5' Interm.ittent trae na a..r ~ _ 3r_v. dense silty f. to med sand-nome _ 12 26 35 hl 05p ,*.grsvel . yp. .- .
@13 70 d 05'g- .20.2 -
Z2R 14 1T h [21.2 Boulder _. ~ M 11 =d Mi'1 A=v- _ 0.5 .- _21.7 car a 4 <;;. c. vel am .b,ws. -
-Brick red v' t t siltstone - ' ~
E t .. 0002 115 g _ G Al
l \ O GILBERT ASSOCIATES, INC.
$ OIL CLASSIFICATION $HEET SHEET I CF I !CT23 Mile Island v.o, 4192.0 s TE aRga Pl.nt DRILL HOLE NO. C-6 4 ACTOR: C00RDINaf ts. C-3*85 E Etevation 24.20 .ER : GwL0HR5 13 0 ;iPIED RY: W5 DaTE: 1-17-67 24 HR$ IO C ... $PT Gr. awl.a RgkARK$
Soll DE5CRIPTION W 3 61. al.-a a>. f2 j o . .., c., C . . ... , >. C.i g : a,ys g:: c 2:T;',.'o.,*-
. .. I T ,- . a . . . . . .r .. . , C. R... .. a s. ..
i I e 12 le 0.0 ava C .,. C.n.orv.tl.a Pr.blem., .e.. i N Loose-Brn. Sil &' Fir.e Sand I N. .1.0 Some Gravel - Toosoil Wet Med. Dense, Fine to Cse., - 107. Silt to 3.0' O. Brown, Sand & Gravel, Some -
- 27. t, Below 3.0' 4 5 10 7' Rock Frags. Dry
- Tr. Coal (Decomposed) -
M derately Permeable 14 14 15
.0}-2 4.5 to 6.0' -
14 10 12 8 -
~
19 16 13 .
' y- .
10 10 14 9.0 ~ j '. Brown
-Q I0.5 V.andDense& Gravel,FineSome to Cse.,k Roc 20 25 27 rags. Dry g./ . V. Dense, Fine to Cse. Sand - Less Fermeable 27 35 92 & Gravel. S me Silt and -
Below 10.5 m /' s - Clay - Moist.Bldr. 12.2 to -
- 13.0, - 15% Silt and Clay LLED to 13.0' .)., ~ ~ ~
107. Silt and Clay l 68 54 60 /A [ wee . Below 14.5' Below 13.0' I 42 .0:/5: ~[, . - I . . - l l}. .
* * ~
l 29 41 39 Much Weathered Red Shale 16.0 to 17.5'
~
fy, 44 - ~~94 58 k.( 19.4 UP to 20% Silt Below 17.5' HlED Red Weathered Shale " t [/. 21.0 ~ T.D. -
.s 1
0002 116 9 e G AG . 2s? 98/f
l 1 i GILBERT ASSOCIATES, INC. l
$0ll CLA331FICATION SHEET $HEET ' O -..,,3 , , "
PROJECT : W 0- I'l'".o SITE AREA u t_ - ORtLL MOL1 Mt CONTRACTOR: I#.#1' COORDINATES C-7+00E ELEVATION d ORILLER : 7*"** GWL 0 HR$ CLAS$1 PIED BY ? T . '3 . DATE: ' 17- - 24 HR$ d Ceeeee g 5PT Grenvie' REMARKS u- * .
$0IL DESCRtPTION .4 Seite
- 3 Sle e/ Cheeseel Cem,,
"g7 d ,1 6 f a.
as 3 a.
. Density (or Ceneseeaney), Celee Seal Type. Asseseevies 5 fM Geelgie Dese, d Core R ee. C'* wad **.
0.0 6 12 la Rua Core C****"***
- i %. '.' .,,,n". M' sDrown or .ilt .,*., , ;an - .d ,
4 ... 3 .
., ),. , . , .. s,o .. - s'; . ro'm Ti.x, to ::k:d. .,and A 1
_f.""n 3 , 3 ,, 'ilt " 3, _..y -.
,; . l Icd. Deacc to h.5' IM::. Ouh -
1/2 & 1/2 3and 1 ,,.
- 3rrvin F'.a: to 0.:2. .o nt'. 6 Grm .1 GI 3/h" -
bite clean !
'?r. of .;ilt I/t. : 72an 5d Ang.- ,,a ..
to - l I- l!t '.
. D<'tec 1.5 to .5.0' 1 . ' '? . .,I . "'r. Crrenic,h.5 'Md * - , . . Y. Don .c ,> .O
- to <,3.0 * :n 2.O* -
" ^ - !, [ . Dense to 10 5' - ~~- i. ~ '^ ' l' ', ' . ". Pr. :onders: tee of Fine 'and . T.5 to ?.0' - 60,$ of Ca=ple 1C l . - 1" Jilty Iayer 10 3 to 10.4 - 11.0' is Lied. t )
y a +- l. ^3
- dr: to 9 0' - . - .oir.t ('.0' to 12.';' , .., 1
- 1. . . ,y -
Tv-l L "
. Y- :a* De am F12e to 0.iE Jand u - Inss perscabin i p} 7:nvel tr. Lilt (r> to 10.i}
12.5'
*- .c- . w ,a m -* -4.e 1 ?. 5 to 15.0 ' - 1 tT. nice.n n - ?~
l
- ) - .. l 33 .- A ,, ~.3 _,, .
i ', , D:' 'n & thd. De tne below 15.0' , o .
. !!oint to 13 5 -
2' 3 o,i . *kt belov 13 5 -
.h is p- a 's -
m .
.z , a -
_ 9/ Red asle. A mm - _ . 2.D. m .
~ ~
0002 !17
l O GILBERT ASSOCIATES. INC. 50ll CLA$$lFICATION SHEET SHEET 1 .I PROJECT : 3 Mile Island w.o, 4192.00 $lTE AREA plant Site DRILL HOLE P CONTRACTOR: Etlinski C00R DtHAT ES E LEV ATION _ DRILLER : EEDit N OWL 0 HRS CLASSIFIED SY : V' S* DATE 1-31-67 24 hrs C s. 5PT Greaul ' REMARKS i j
$0tL DESCRIPTION
- 5 . 11 .
i <j = >- u
"- .s -
D . .., <., C . . . ,l. C.i., j : a,ra. ;c c"-',
. , ', ,c 4 .! s. . I T, - . . . . . . . .. . s C .... o,- e. .
3.0 6 12 is 0.0 R ua Car
- _ 9 7 Tcp soil .
1 1 2 3 p. - h kovn Silt, M & -
)(
Gravel, moist - 2 2 3 3 48 'S 0 * " l
*9 Med. Dense Brown, Sami & Gravel, -
Moderately pen 3 4 5 9 od - Some organte particles (black) Sub - Relatively eles l w ,c. ; dry 3/4" sas: t&tsand&ci to Silt 0 U 0
- changes to TR. Silt below 5 0 GP rdd: 55 Pebb"les-are s.:
,_ I.0' _ _ stone & I ancly severa O -
5 10 5 9 :- 75
.o -Dense to v. Dense Brown Sand &
chart pebbles. l p 6 13 17 10 n. . -Cravel - 10% Silt . j.. -TR Crganic particles, TR silt
;,. 1 7 9 23 17 .. . . Slishtly le, p,
penneable 8 10 15 13 .i - m - Changes to wet 8 12.0 & GP 9 11 18 21
.h.;_ with a "Jt or clay . _
o, _ _ 3D 10 19 41 29 'l 15 0 - Da 1L LE D h- 16.0 Boulders _ g , V. Dense Brown Sami 3. Grave.L _ TR. Silt o - 17 5 tl 11 25 36 47 wet ::p p;: u ders : Da u. u o f - 19 5 - a 7 . aa ue .
/g/
21 5 - O- - - -
. mm 4 =
0002 .1I me .a GA1 l l
O GILBERT ASSOCIATES. INC.
$ OIL CLASSIFICATION SHEET SMEET 1 0F 1 ECT: 3 Mile Isle ,,o, 14192.00 $1TE AREA Plant Site DRILL HOLE NO. D-2 RACTOR: Y ' ' 1 ' "
- C00ADfMAT ES D W ;W . ELEv4 Tion M.8
'ER: Kubitski 55 G.LOHR5 SIFIED 8Y: DATE: 'l-20-57 24 HR$ 17 '
s
.g .,
C .. . *
$pi a"I- R Eli4AR KS G'5 41. '
SOIL DESCRIPTION ==
, - j- j D . .., < C ... .t C.m 3 : R, ,r e r ;,,' c - - . .T,-......... g e. .... . . ~ . . , ,, ,, C ..... ,mi 0.0 ,_ c . .
0.7 Too Soil . 0 - . o- .
.' ~ s. .
1.. -
' , ,- Brn. Silty Sand ." No Samplin'g in .- - w/ multi. colored gravel - hole. Classifica-tion from drillers G. legs.
p: - 6: - . g - .
- a. -
.0 . .
o 15.0
'. - 3rewn Silty Sand & Gravel .
ii. - w/ multi-colored rock . j.- - fra.];ments & boulders - ().c . . y,4 - A 2 4 ~. T-D -
- P. -
i i 0002 119 gal. 227 12/f
5 i GILBERT ASSOCIATES, INC. Soll CLAS5IFICATION 5HEET SHEET 1 C PROJECT : 1 uile Island ,,o, llW . 00 slTE AREA Plant Site DRtLL HOLE N. CCNTRACTOR: Vitlin3ki CCORDINATES D L+00 E ELEVATION d ORILLER : OV'I GwL0HR$ d l CLAS$lFIED SY 'a'. S. DATE: 1 'l M 24 HR$ d C ... l 4 5PT . Greaul*r REMARKS C. z J e SOIL DESCRIPTION we seits i i E Density (et Ceseleveney), Celee s R *aM O'* M i E d- W F Sise She,e Geelegie Dete. 6 In* i C ,7. Seil T;pe . Assesserte* 6 Ce,e R es. Grewad We'er. O. i 6 12 18 n,0 Ree ce,e C ** * " **' '** M I**'* _,,,, _0.7 Brown 311ty Top Soil .
- 1 3~ p 3' .e -
(j[ - Brown med. to ese, sand w/ Sub ang moderately, pe- ) 2 6 i'a' " 3.0 gravel dry GP 1/2" to clean sand & g: 3 8 Rdd
.j -V. Dense Brown fine to ese sand . , .)? Lo ') A '(' - & gravel, TR. silt, dry GP - Less than 5% .
_e__n Some red siltstone rock frags , 3., . 4 30 25 25 '. I - _ ho . 10 14 16 D. c n so o. m 1.6 : : 3o "EC D RI LL ED i".A - Boulders 8.7 to 10.0 , _10.0
- I -V. dense - Brown fine loose sand & -
7 52 75 77 E. ' gravel, tr. silt, moist GM - 5% + Silt
'-'"" 9 ld -
lense of fine clean - 8 h7 58 OJ .' sand 11.7 to 11.Q. to
. BLDRS. 12.6 to 1h.0 " *** #
S me decomposed Red Shale DR IL LE D .D t Adding to clay contents, [
. CP ,
- o. ~. Tr. of organic par *.icles .
,,XE -
9 21 27 L o,
,g Fever fines below lh.0' . "
_ *- . more permeable . 10 50 h6 LL 8.' - s - 11 Sh L23 -'D "18.0 - fe : : L'O D RI LL ED [
/ ~
Red Shale - [ 21.0 - t .
- : 0002 !20 1
- _
=___ _
G Al .
O GILBERT ASSOCIATES, INC. 5011. CLASSIFICATION SHEET SHEET / OF / ECT: 3
- W.O. h192.0 SITC AREA Plant 0-DRILL HOLE NO.
RACTOR: CDONDINATES D 7+00 E ELEVAtlON 201 8
.ER: 30 W' 10 3 CWL0HR5 slFIED BY: *
- DATE: 1 20-67 24 hrs lk'7
, C earse
$PT ,
Grenut*' REMARKS g , soll DESCRIPTION ea Seil. I*" O Chemisel Camp,
$ ! Den 6ey (e, Cenese,eaey), Cole, e R**** G'e'a g g,, g g .4 e Sise $he ,e Geelegie Deve, Senl Type . Assesserie.
- i Core Res. Cre=ad Wme, g_ Cen wwessen Probleme, m.
l.' *3.3 Brevn silt fine sand vet topsoi l 5 3 k r, 1onse brown fine sand some silt -
~
SC% fine sand 18% silt [
~ . 2% + gravel ' ? '
t Tr. gravel SN .
~ . moist .
2 2 2 -
-h.5 -
P = >bri dense fine to ese sand some SF 1/2" - 70% sand 30% + gravel 0 ~ ( 2 4 15 4--gvel tr silt dry - 2% + silt d Dense fin <' to cse sand & gravel OP 1/2 sand & gravel 27 37 23 '. i 3. f, [ . shale rock f2agsTR silt dry ~ 2% + silt
- 0. - , _
G coalyparticJes 4.5 to 5 0 3/4" " ~ obderstely 31 24 30 y,c -; -
. Per:seable 25 24 26 O f
(6 : -
~
o - 42 73 35 5 -13 5 - h lc IT .- D nse fine to ese sand & gravel TR ; ** 'l
.0 3rCanic, TR silt & dry =oist $
j jf' -TR coaly particles =uch shale - 13 10 3 .- - vet - slightly less
permeable >hd. dense 15.0 to 18.0 t
12 0 :3 -
'y _ ~ ~
25 19 24 r. Deuse belev 18'.0" .
. . 's - . ble 'a, .
26 26 3,3 . 3 ,7
'Z-Red sandstone -
dl*)
*\k ' l4 ti 0002 !21 !
G As . 237 12/e
i cII.BERT ASSOCIATES, ]NC. SOIL CLASSIFICATION 5HEET SHEET 1 0 PROJECT 3mm w.o. 4192.00 slTE AREA PLLYr S M ORfLL HOLE N( CONTRACTOR: .C tlindi COORDINATES ELEVATION f. Ort:LLER : D *f GWL 0 HR$ CLASSIFIED Sy : DATE: l*2!'*bI 24 HR$ _ Ceerse g 5PT Grenvier REMARKS 50lt DESCRIPTION W 5eils El***/ f(". Density (or Consistency), Celer } "g*"(( is De 6 in. .5 6
$ ,1 5.41 Type . Assessari'* :s Core R ee. G 'M ***'.
0.0 4 12 la 0.0 Rua C *
*"* "** *'~' .07 Top Soil - - t- . . -
( ,. - Lt. Brn. Fine Sandy - No Sampling 1 ;. - in 4, Silt v/ Fev Rock Fra6s. " Hole _\ _ .4 . . v G i ~5.0 m n e mi ri ent4 m
- ,'. . - Froa 'o . . -
Drillers _ . Brn. Ranti di Gravel O .$ - tog,
- d- . Trace of Silt - .g ,
L3 A . y
- o- . - O. . - ). , -
M .
,o
_ , f- . . e0 . g . _ 19 7 O3 / - Red Shale -
/ ~21.0 - - '^
- 0002 !22 -
,1 ( , -
4 A8
,4s
O GILBERT ASSOCIATES, INC. SOIL CLASSIFICATION SHEET SHEET OF 1
!CT: 3 h ralaM ,,o, 41%.m site AREA Plant DRILL HOLE no. N 4ACTom: Mash COORDINATES ELEVATION 2b*1 .ER: D '# 14.5 GwL0 hrs ilFIED SY: DATE: 1-25-67 24 Hg3 14 5 Coorse 5PT Greavis' REMARK 5 !
- SOIL DESCRIPTION J 5 eels Chemisel Camp l 8**/
6 la. ac 5 i 6 Deneity (or Cenelesency), Celer Seil Type . Assesserie* l "$ '"/,' $$ Geelegie Dees, l
$ Care R es. G'*"ad **.
6 12 is 0.0 R un C.,e C*"*"*"M3*****'** 1
-0.8 Top soil-v. Loose :soist - .- -1t. Brown Fine S11ty - }.~ - _ ~
5 8,'-[3.0 Sandv/RockFrags. " Loose - moist
,1 - . No Sampling -
t . M11t1 Colored Fine to CSE. ! 'O " - Classification
," Sand v/ Gravel, Cobbles -
from Drillers
& Boulders. moist .
66s.
~0 - . ~
Met & Regained
- f. - Wash Water between 12.0 -
- & 18.0' - .
y .
~
e,. - . l . . 0 - - l - - oh.- g . 6 -
?- - -
1 - . l .p -
-' - ~
20.8 q*' - Red Shale 20.S to 213 sof t hi I 8 Red S.S. 21 3 to 22.0 Hard a,g
- T. D. - : 0002 123 = .
GA8 227 12/t
GILBERT ASSOCIATES, INC. SOIL CLAS5IFICATION SHEET
$HEET 1 0F PROJECT : 3 Mile Island v.o. h192.00 $1TE AREA Plant cau.L HOLE Mc CONTRACTOR Vf *11"aki COORDlHATES ELEVATION ORILLER : D '# GWL0HR$
CLASSIFIED 8Y: D 'f DATE: 1* I 24 HR$ C ,..
. g 5PT .e . Gr*"* 3*' . REl& ARKS 2 z J e SCIL DESCRIPTION 5e61.
4 ie
***' E k Density (or Cenesseency), Ceier d S R '"e* O'* ia Che=4 eel Camp, '
I g g,' g g e 51:e Sliepe Geelegie Dees, o J. A Soil Type . Aseessersee
$ C '. Rec. Gre=ad We***, !
o, 3 6 12 18 Ceasersmien Peebleme, i R ua C a'* '
.I .07 v. Inose - Sarai Silty topsoil - .P - Lt. Brn. v. Fine Sandy -
j 2 3 Silt w/ few Rock Frag. ' _ .$ . Inose - moist .
- 9 . )
l% - k.0 D '
." mit-colored fine to CSE. No Sampling
_ D~
. Sand v/ Gravel, Cobbles & .
_ . Bidra. - Drillers
.4 Classification - 21st - Med. to V. Dense - ? . ~ -
LT,0 0 ~
'o .
l'I,0 ,
~
3 . _ O' . o, . 0 - 3 0 . . L g
. 20.8 i /- 22.0 Red Shale - Med. Ed. -
J! _
- r. D.
- 0002 124 84Ed a 4A8..
i
GILBERT ASSOCIATES, INC. SOIL CLASSIFICATION SHEET SHEET '_ 8ROJECT:mr , m1 N med w.0, MMA $WE AREA M ' " %" WR W l0NTRACTOR: Edn. Services C00RDlHATES E LE V ATION
)RILLER : hve r GWL O HR$_ 'LA$5lFIED 8Y: E DATE: 7 14-67 24NR5 C oerse g $PT Grenvier REMARKS z , , 10ll DESCRIPTION N I*II*
u - e IIe*'s/ y j Density (or Consistency), Cele' U , Range Grein Che n d Cem% E j er $1:e Shepe Geelegic Dete, 6 In. 5 e Seil Type . Accessaries -i Care Rec. O" d **'' Construction Preble
. R Ce 1 2 2 1 .Ia1 Loose, e.
crcwn sancycry silt;
~
tr
+n~ni!cegrav el; - , 3 .,
L ,e g 7. dense brewn, f. sand k gravel; ,25 mm Sub.- + 2" si:e for
. , ,7 ,,g ,4 _ trace silt cry to ang.. - ^^ - ~; ' .. .}* . Sr .2 ~.m to .
_ h 35 36 35 , sample ik - slightly gray i sand rdd.-
- g oh sq at, .'- ec CF -
6 27 15 lo 7 aense, fine to med. bmwn sand & .9 m S ub .- { ,*. gravel; slightly moist to n, og TA rdd*- trace of coal C , o !- w am.e7 en o bu+ >e+
- s. cense, crown gravel s s/t -e. et i sand, trac
+ 1 ~m -
e E6 59 14 4e ,12 sil + _ t n ce -im v
+i11_lika *av*
9 ,q 31 .g , 4 .'I. dense bmwn gravel i silty sand; _ l'3
*j -tra ce to scme elay Ang.- till-like tex + $h 53 Cl ..o 17 14 f: 4h IV - -
I 12 hl 11 61 ch h7 hh 18 h er., n clay in sample $12 light brown, v. dense ggvgl k s@;.ld:-
'_b LS 71 .TS: ,u ~sa 9 V . dense. brick red. si1 *.y } -
_' F/A _ cliv wenthe*ad ohn1 _ _ Top of rock - started co (see attached rock classificatic i sheet) - d . .
),_
[]00f v l .'3 Sheet h2 Amer.d-2 (10-2-o74
GILBERT ASSOCIATES, INC. ROCK CLASSIFICATION, SHEET 5HEET S- 0F 1 ' DATE ~ 17 " i % =. v41. T .1 - ~* NO. 'M a a _c7 DRILL HOLE NO. -- ', CTOR Fdn Ea* ica* $1TE AREA "cmidae %a = ELEV. 195.7 ZE U C00RDlHATE5 ANGLE VO**1081 h" BE A RING
) aye O E V. GwL DEPTH C -
Core _. DE5CRlPT1ON REMARK $ Rec. ' o e 3 Rock type, celer, groin sine & shape bedding (engle thickness), fractures, faults, Condition el core. [3 % a: y j i J, ieines (engle, filling, etc.), permeability, alteration, wsothering, chemicel c e.pesiesen Escoveting evoluei etc. 10 - l Ion of reek Z 119 sa.1 - gs , y
- #2 #f ~ k. . - hh,*$hl_ . . ' s b.' ! - .. ? ,. .,
2
- t(Ik. 'L N IE IICAEII u_ , JJ / sdty shale, brick rec '
joints, irregular 6f-7b* cedding incis tinc t , L'I
- cro s s Z sere bl k. '* n/
", //o f /, .lctnting, sc f t cl ay 7c.ne * 'h.D s* gicier on clay teact 2" at 2d.7', s:f t ze,r.e 70. ' ~'6.h ' , co re !
5" pieces throurt: cut excert a t 20.2' 4 7) .L ' . h5 white -irs Q' Z voiclet nicn;
/0o J'6 / - .icints, stair Z g]twr a ll c ct . ara /) / va r ie ' nts w/"r A ". L. -; .. ,r 9. , , . . , , _
9 m ma - -: n+
- s'.7. =
c' s - Z UUV + Sheet L3 A=end-2 (10-2-67) ose.sse use
GILBERT ASSOCIATES, INC. Soll CLASSIFICATION SHEET 5HEET ' ROJECT: "hree ile Isl andw.0. bl99 01 SITE AREA C0011"? **0we r ORILL HOLE ONTRACTOR: 7d"- Ca'-rda== COORDINATES E LEV ATION RILLER : b .. f Gwl0HR5_" LA551FIED SY : 21 9 DATE: '1'4' 24 HRS-C oerse g $PT M Grenular 3*EI' REMARKS I w
, 50!L DESCRIPTION Blews/ .2 $ j Density (or Cenelstency), Color U , Range Green CMel CW, w,
f 6 In. 5 5 $.il Type . Accessaries j 6
, Size Core Shere R e s.
Geelesis Dete, O " M * * '' Ru Cm Conseraction Preble
- ).r .o e 0-v. . , - . e n ~- - - i*. 9-en,'
3 3 a 5 --=- *
-Med. dense te dense, ' crown sand and o 1, e 7 e
- o. un to .-
gravel, trace silt, sete rock
, q ,- eg
- y,-
, rag ents d:-r p g ,, .
1 Pc *? ?r 4 11 1e : 8 l..
].0-10.0 ' trace of organic .
4
.a -
in 11 : ., , 7 21 71 ?7 * .b ~
"of c ?C 20 ?o !J }'.ulti-colored eand & e-n .e1. truc. ~
a le 3; a . Jilt, ser.e rec'd fragnents . moist . g, .
.. J. dense, scre cecc= posed coal piec es 1
g Ne re mv :r det below 16.58 , , , . 11 L 35 22 ,8,I [
~
Mc ro -i 3. r
- ja.1 ,// started ccring
. see sheet #2 for rock classificati >n .
pb . [ 0002 127 Sheet LL Amend-2 (lC-2-d?) ce
GILBERT ASSOC 8ATES, INC. ROCK CLA551FICAT10H, SHEET $NEET10F -' DATE z'
- Three Mile Islar.d NO. hico A DRILL HOLE NO. "* '>
- TOR Fdn. Ca + -== $1TE AREA e - ' 4 ~. * , - ELEY. Sot- 9 lE NY COORDINATES ANGLE
.7 +-;--]
BEARING SY: GwL DEPTH M O' l l Core DE$CRIPT1ON REMARK 5 ! Rec. y e e 3 Reek type, celea grein sine & shape, bedding (engle thickness), fractures, fewits, Conditlen el core.
> =
1 [v g j 1.ine. (engle, fis, sing, ....), p ebility, steeeevien. -ee,h.ving, che*ical c ,.. ies.n Escovering evelvee e,c. l _ l - Started coring -
, , , in : +e- e r m e te f*
M - .*/; ;4ed. hard, red, fine to med. grained sandstone, trertica2" -o loss of d:
, joint mineralized 19.2-21.6', core pieces up t o 0.5', --
wa ter feo e. g :,. good core - ug . 10~ ~
, g [ red, med. hard shale, silty and sandy, gcod core, Z vertical mineralized joint 29.0-30.3' Jno / Ja .o -
T. D. No loss of drill water S und rcck belcw 19.6 s c... E 0002 1 Sheet k5 Amend-2 (10-2-67) , , , , , , , , , , ,
GILBERT ASSOCIATES, INC. SOIL CLASSIFICATION $HEET SHEET 1
tOJ ECT : "at #d S- W.O. 80 0? d SITE AREA % a= ''= N'e-d DRILL HOLI
- ONTRACTOR: Idn S* Prices COORDINATE 5 ELEVATION
)RILLER : bya= GwL0HR$_ ;LASSIFIED BY: 4C DATE: 7 9 47 24 HRS C C oors e 5PT Grenaler REMARKS e W z J
- SOIL DESCRIPTION Seils Ste=s/ ,[ j een i,y (,, Cen se,ency), Cel*' d g,,,, c,,;, Chemical Camp, g E Size She ,e j 6 in. .5 5 isit Type . Assesseries Geologic Ceee,
.n ::i Core Rec. C""d **''
Cen.seweii a Preble R Cm [ 3 7 , y 3U. loose brn sancy silt, trace of gravel - toesoil moist cv 3/h,S._uo .mia . o
.v Red. dense, brown sand, silt & grave Lev 9 4 a - ' .. . u_... cist ~
1 10 9 2< ./' Oense, brown sand k gr a vel, trace o I - 1. 5 30 30 2C I' coal, many sancstone i quartzite *
,. . fragments ~
17 10 71 'a Sub. Tdd. b" 4
'. - 7 3-7.L' lense of f. sand . to rc~l. moist 7 04 10 10
- tr " "
c 12 12 lh ;l, [10.5-12,0' M. dense, bmwn sand, 5 _ med. grained - wet 16.08 as two above, wet t _ 10 1C Oh M .. ,. S) _ 11 30 ld 25 -16.2-17.8' 7 dense, brown sand, - t lo ?L 1h 04 [:.
-.a_ e.e4-os -
11 0' <<
'e.' i V. dense, multi-colored sand k grav el, k" Sub. 1 ng. 't ]) trace of silt, coal, clay, some de- S'4 ' 30 " Sub. ] dd. till li L. - - ered ch 1: 1 5::: r. .
[ [Bagin coring 3 20.1
~
l
- . _ j j
l 1 l _ M e
- : 0002 129 1
Sheet h6 Amend-2 (10-2-67) o l l l
GILBERT ASSOCIATES, INC. ROCK CLASSIFICATION, $HEET 5HEET 2 OF 2 - DATE 7"?7'67 r h*=em74tsa Ed4=en Oc. NO. llc 2-51 ORILL NOLE NO. E'
" TOR Edt . Ce"'ti??S SITE AREA Dree Mile Island ELEV. 20'.' !E U- COORDINATES ANGLE raa' 'a-6" BE A RING > BT GWL M1 DEPTH -
C er
- DESCRIPTION Ree.
- e REMARKS e 3 green sine & shape Cendition el core.
f 1 { i j Rock ieines type, (engle,celer!ing, fil etc.), permeebeli*y, etteresien, weathering, chemicelbedding (engle Escovering thickness), fractor evoluee 3 CE y conipesseien etc. 1 ses ze.e Begin coring 4 20.l' - Hz ja ';if ' Sandstone, gray, med. grained, red, hard, 22" bedding, _ us s* 4 m. tere course 1
*gn p w <ro<at 2.ne.0', 60'eross t u .dntere sesejoint .a 21.}', brn. staELng a 2L.2
, ,,,g Shale, brick red, extrer.ely broken, :ruch MnOx staining Q 28' [/ 24 7-40* slickensides, 24.8 another slickens.ide, some wet hering, 27.0-29 5' sandy zone, high angle jointing 29-29 5', br E stains,
/ 45' bedding, brown stain & white mineralization along meg partings, M 45 /
ye
/ /
33 9-34.7' extremely broken 34.6-34.7' weathered decomposed shal Z g "r
/ /j 357-375' exteese!y breken, some 50,ecross seamjointing 39.2-63 0' ex:Remely broken, vertical slickensides w 39a ' .'/ L1.7' high angte slickensides Z M 84 .no / /
L2.2' 30 slickensides 12.a L2 5.L2.7' clay seam
~~
l T. D. 43 0' No loss of drill w,er Z .mc mk I _ below Ph.l.? l 0002 130 0
-~
Sheet 47 Amend-2 (10 2.c7)
, s. e ne.nse vee
GILBERT ASSOCIATES, INC. SOIL CLA551FICATION SHEET 4 5HEET 4 1 l 2ROJECT : *a"aa 'a Ta' n-d W.O. I'09 01 $ITE AREA '-a' 4-- *
-ra- ORILL HOLI i 0NTRACTOR: 2- - *=-H~== COORDINATES E LEV ATION )RILLE R : E0Ver GwL0 HRS. l lLA$31FIED SY : W' DATE: 7-17 57 24 HR5 l
i C ears e g $PT Grenvier REMARKS Soll DESCRIPTION .4 Seils 1 OI***! Density (or Consistency), Celee
$ N$;*"[,' ", ;, g,,,
6 In, c A j Seil Type . Accessari'* 6 Cee. Rec. G ' ** ad * * . 6 12 18 u R un Core i 13 4 ,3 i.cose, OrX. o m . , s il ty , ca ncy *waScil cist g'. o 9 e ' .I., .p_ Loose, crown, fine sancy s u t.cist 1 1 1 0' :\. ':? ~C ;a.--c d . l l' 17
.ulti-cciored gravel i Sand, trace slit 3/l" to r). .
_ L an f- L6 f- )*. cense, scme rock frap.cnts, dr/ . l
?? Lc 17 - 0?
{.*. _ trace cecencesed coal _ , SP _ 6 *- 1- 'o ' from 7.3-y.08, becomes seme cecem- } d 7 99 .q 90 sed Coal
= - 10_ al_ - e t, 93 9 . 15 17 91 ;i. Thanges tc, we t at 12.3 '- may be drill -
1 i
,. ,. adate r - ~ *
[chagges tc moist at 13.5' 1 77 q; Ec / e. _ 3, g 9 7e y., 2early all v. dense, poorly graded,
.j, .ecium sand, some crganic, trace ^^ ~
1"
- ?9- ? *- 67 g ,grsvel .e .r -
_ li '17 o^ ;_ ,9 / a .t.
,_4~. _
j s tarted co rir e - to o o f rc :k 1 [ [ see sheet #2 for rock classifiestier . l 1 _ e 6 e _ e _ e - 0002 r _ _ _ 131 s 'e r . - T. 3 hee: Lo ;cer.c-2 (;G-2-c7) o l
GILBERT ASSOCIATES, LVC. ROCK CLASSIFICATION, SHEET $NEET CP S DATE ' _ ' -4 7 - , .e 41
. ni , a No. M o 9 C1 DRILL HOLE NO. Og CTOR Pd . Serrices SITE AREA "an'd-e "'a : a - ELEY. 206 . ')'
ZE U COORDINATES ANGLE 'r a -* d a d BEARING
) SY: NJA - GWL DEPTH .9' Ce's D E S C R 1 P T 10 N REMARKS Res. e e
- 1 1 Rech type, seier s'eia sine & shape beddias (engle thickness), frectures, faults, Condition of ceae.
[ os{ g j loints (engle, filling, etc.), permeebslity, alteration, weathering, cheenical Escoveting evolvet 3 compea stion etc. e Top of rock
/$l lYl -
l IM A7 :.-,; m. F.ed 1 nlienhQ b ken m ed. M Enrgrnch _ -s grnd sandstone, white tinerale m t ' a u. y ...m o ca.. ;;4. e , a w:.a.eev u ruer.. cc ma le slic Ke r.s ms c r. s e e ccn s i. . Wo e-vr .d. h m -.4 w ~ te c ,_, w4 or , ar4 + 4- . . .,- h-+%- - fo e U
^" 1Q , Nec shaley sandetene, broken to exiensively breken, I clay f;. much white nineralization -
Fravel s l 99
- s.o .N- n,-
! oa / red, med. hard, silty shale, slickensides a t 60* at 33.7 Z
/ & 31.3'- acmes core along 50* ctg., rany ircipient Z 3
m ,Ug ac.r fractures rehealed, slickensides along many cartin7s _ rood core T. D. _ core recovery shown between 17.1 'c 32.3'- questionable Z due to broken cendition of core ;'nc loss of dr wa ter
=
l _ l _ I .!, _ E 0002 !32 Sheet k9 Amend-2 (10-2-67) , ,, , , ,, u .e
GILBERT ASSOCIATES, INC. O y 10ll CLA131FICATION $HEET 5HEET J., ROJECT Met Ed Co . w o. h107 Cl $1TE AREA Thr*e Vile I? land DRILL HOLE
.ONTRACTOR: Ma- Se"' rice 9 CCORDINATES E LEV ATION RILLER : 4va" GwL 0 HRS._
- LASSIFIED BY: We DATE: 7_9' J7 24 HR5 J C oerse 5PT Greaul*r REMARKS 4 .
5.ile 2 g e SOIL DESCRIPTION we d Greia Ch nieel Camp, i I I ' cit k Density (or Consistency), Celee 3 e R* ate ise Geelegie De e, j 4 In. - e sg 511 Tye . Aceseneries W 5 4,. d Cne Rec. Grevad werer, Ceneerwetion Preble R Cm 1 i e. , si MO R9,481 brown sandy silt, trace
~ . : cist - too. '.8l ?!ed. dense, brown sand. ;.: gce of p ,
5 6 11" $P f,"* -eist
'a 19 M . . ' .tense, brown med. to coarse sand 1 1
h ?o 2c 96 -" gravel, trace of coal ! 3/h" S ub ." rdd. ll'
^ ~
to rh . dry 5 le 20 17 *9 6 25 26 10 .- . 0 .,.
. - as above - [
7 C9 1A 9e . "
~
8 80 lie 69 . . . J. dense, multi-colored sand & Sub.~ g , ' ' . gravel, trace of clay, much decom- ang._ 12-13.5' wash 9 g7 a . ' , posea moist sandy shale, trace of c )al , ,}" to - till-like cons: 10 69 Sh 96 .. .r. dense below 12.0' S ub . . O ._ 71 71 g3 39 'i. ' .
.A . 8* ' S 7 rdd.. ,j 12 85 129 97 to -
rdd . - 17 7 71 91 10 0 g '. - - 2 . . .o ce w ve rv J . Begin coring 19.9 8 . o: e : : 1 x
- . . 000s.2 s ,
- e. _ , . .
Sheet 50 Amend-2 ('.C-2-67) o f I
GILBERT ASSOCIATES. LNC. ROCK CLASSIFICATION, SHEET 5HEET 1 0F "L DATE_ 7 O ' '* 7 r Pa tMColitan Ediscn Co - NO. E' lo M DRILL HOLE NO. C* 3
- TOR 7r - ca-da. 5ITE AREA % _ r_
m ., 3 ELEY. *%~'
'E NI C00RDINATE5 ANGLE ?*-+ic71
! h" BE A RING i SY: GwL '1 C' DEPTH M. C ., . DESCRIPTION l REMARK 5 R... . .
. 3 c.l., g,.i. si n. & sh.p ., f.v t.s, C..di,4 .I c.... =s v; ! ,c 3 R.ch ,I.p.;i.,
i.i... . Ioli... ....), ... .. , bedding ai. (. ngl. ,hich..s s ), f,.ctu.,
-...s.,4... n. i E.............., , ...p.s.,i.v. . .i. .. ... ....
C Z g, ic.9 e Berin coring 19.9' - g5 22 o s hn! - brs ek red. extra-al wenk.n- .rgn+ha a
~
l "7' E7 Sandstone and shale, interbeaded, brick red, gray 2 78 ~ 298, badly bmven to 31.5', good core below 31.5', bedding @ 23*-32*, high angle joints,. white nineralizatioc_ able due to b Z recovery ques
- h l (',# ,, , . , ' along some joints, extremely broken 30.8-31.0 ', small - state of rock I
c .- - scale seam ( green) 31.3' - k - 31 ,3-31.6 ' extremely broken "" l roo t.4 32.78 white mineral filled incipient fractures, v. small-3sc - Jia 32.8-33.2* broken core : 1 T. D. 35.3' No lose of dr ul w.cr _- 1 = l l
< s i ,
s 5 S
' ' ~
E 0002 134 Sheet 51 Amend-2 (10-2-67) . . . . : . ii ..
GILBERT ASSOCIATES. INC. Soll CLASSIFICATION SHEET O' $HEET 1
'R OJ E CT : Vet Ed Co. w o..],19?-M $1TE AREA Braa V41 a T*1and DRILL HOLE
- 0NTR ACTOR : Fdn. Services CCORDINATE5 E LEV ATICH
>RILLER : % var GWL 0 HRS
- LA551PlFD sY : *a DATE: ' . 9 '7 ./ ' 24 HR$C_
C .. . gpy . Greavle' REMARKS j .
, SOIL DESCRIPTICH we 5 41.
2 i o ; .,, < C . . . ...., >. C.
.... T, 3 : R,.x e c
- ;,,',c- -
. . A.... . m. s c. R .. . ..-.... , ,, ,, ,,, c ,,, C.... .. . ...
1 1 2 1 .d4.co se . b rown sil ty sa nd - Toesoil Y. gd. gsey),,7 n silt / sand, M ce
~ ? L 10 16 ~ , , ,
1 b 17 to }j .Med. dense', brown sand & gravel, * }" S ub . 4. L
- 4. race of silt to re ..
_ L ic 15 18 ,) -l, 4. race of coal - 5 le 1? 11 ' ' . *6.0-7.5'
. dry -
A
~
1<
^ ^7 1c 1 '~ b.1 1.5' dense, as above - .j. 7. dense, as above -
7 sc 91 79 ,&, - o 69 72 70 J. dense, multi-colored, sand, silt I .?,.and gravel, trace of coal *}" Sub. ] ng. _ q g qq g . to rct moist I o.. _ _ in M
/( ,15.0-17.0' wet (wash sample )
c1 LA 16.5-16.o' v. dense sand, silt and O. t 11 12 57 p g7 1T c5 ga
}, :
gravel - 16.0-18.6' red weathered shale -
<a_;.
_e.s
~..
Begin coring @ 20.h' ~
- : : 0002 !35-
_ , o . Shee 52 Amend-d ( X-c-c 0 o I
GILBERT ASSOCIATES. INC. ROCK CLASSIFICATION, SHEET $HEET 1_.0F "1 OATE ' - r W tra reli *a a E'd4*ma /* a . NO. h10? C1 ORlLL HCLE NO. -J CTOR Fcn . S e ** rices SITE AREA E ra a V'!. - r ,1 "d ELEY. 0"'.' IE "Y C00RDINATES ANGLE va r+i ? 31 fa BEARING
> sy: GwL 'c^' DEPTH M.l' Ce's , OE5CRIPTION . REMARK 5 R... . 'E 3 Rock type, celer grein size & shape bedding (engle thickness), fracter's, favies, Condition el core.
[ 3
]
oc y { g j isints (engle, filling, etc.), permeability, alteration, weethering, chemical composition Escoveting evolvet etc. l to
- to.4 i'e. tin co rtne # 2) .L t -
.n, ,,,3 / / Shale, Erick rec, med, harc, cadly broken to Fh.5', ilack Mnox 3r / /
silty, slickensides alcng bedding '# Ok.3', small vertical Z ing alonir con g / joint 2h- 2h.h', white mineralizec joint 'e 26.5', - r:artings thre iss f g vertical mineralized joint 26.2 ?c .6 ' _- cut hole ct. e.g. 4. Sanastone. erw.m e d . irra..rert. min. fract. -ecre . a ~"
/ / Silty shale, brick :1td, broken to 30.7',31.3-31.7' Z becerres ver/
8 LA extremely broken, }" deccmposed green shale sea.-t 't 31.7 3 sandy reicw '
-/ har green shale seam 3 31.h' (1"), 85' vertical mineral-ized fracture 2 31.9-30.7 ',small stickensides a t 3h ' s 3*".1' see do ca s.Jes ... - u. & . 3L.3', ,st ,re _lcite ,, jfilled e , Slick y , ,, 2 3L.3,', . y , horizon , _ x tal slickr: .-
T. J + 39.3' -
- c u r.a ree.<
a uce =fer= .- =
~
l l l - 1 - ui ,
.. + _ =
0002 13 Sheet 53 Arend-2 (1C-2-o7) ,,,,,,,,,,,
GILBERT ASSOCIATES, INC.
$0lL CLASSIFICATION $HEET SHEET 1 R OJECT : Ma t- ?M "4 W.O. h1 c7_c1 SITE AREA %== '"'a -'-~3 DRILL HOLE ONTRACTOR: Tdn- C s"-r4 c a e C00RDfMATES E LEV ATION RlLLER : Cay =" GWL 0 HR$._
LA551FIED BY: '4R DATE: 7 S7 A7 24 HR$ C, l C oerse Grenuler REMARK 5
- 5PT SCIL DESCRIPTION .4 Seils Blows / ' '
Density (or Consistency), Celer ? N$;*"[,' e is D j 0 I"- *- *" - 5.11 Tm Accesswies 3 Cm R ec. O'**"d * * . Conservction Proble R Cm y .SW tolocse. Sand. Silt. trace of crave l 4 A" M d.-J ub. Md . tr 7 3 3
.. _ loose, bmwn sand, trace of silt, Sub._ l
- h 7 . trace of coal 1 I.e rdd. _
1 11 1A 91 . ' "__ h.$' dense, as above
< 3/h" to -
moist
. .,t - red * -
h 13 2h 17 <.o q 3, 7 g g,- _Med Adense, multi-colored sand 's . 4 ravel, trace of silt, much decom. - 6 R 1c m
- 3.o *
,* Sosed coal 4 f" Sub Ang.
7 oc 11 11 . 9.010.3' as above (dry) t rd- - 5 18 t 3 17 3g g, ',klJiO.5-12.0' v. dense, as above (wet) - e 1 .2 -13. 5 'b mw 2 Q 17 h9 LQ o }.--.2.0-13
. i.c 5' as aboveuEd erne -
- ).t 13.58 v. dense, bmwn sand, trace 1, qq g3 ;, "
11 131 91 y* tf silt & clay, till like, trace of
) ,-. 11 8 ,, t_oal 12 60 I bi - : _
11 e4 19 14 _8.0' J as above (wet) - wet a *:
,h Th n in --z .erm .
m.m
-co mci em . .a 2 =
Begin co ring @ 21.5' - s _ _ _
,r
- : : 0002 137 o
Sheet 5h Amer.d_2 (10-2-67) l l
I GILBERT ASSOCIATES, INC. I ROCK CLASSIFICATION, SHEET $NEET 't OF1 4-DATE a a' 4' l T Va+=an14*aa 94ese n'- _ NO. ' ' o a _ c, DRILL NOLE NO. ~ ~ ' - CTOR % C a '-?4aaa SITE AREA % mo Vd's n' -a ELEY. 297.3' EE MY , _ COORDINAT E S ANGLE -ra -t 4 - el I. a SE A RING 1
) BY: GWL 1< OEPTH b3 C j Core DE$CRIPTION REMARKS R'*- $ 'E I
3 Rock type, celer grein sine & shape bedding (engle thickness), frectures, favits, Condition of cene.
)
f 3 j at u { d j ieines (engle, filling, etc.), permeehility, alteration, weethering, chemical c e= pes itiea Escoveeing evolvet
c.
t s u.5 C e gin co ring $ 21.5 ' ""
/oo c.7 ." Sandstene, brick red, fine grnd., med, hard, evidence oC H2 O cour*e 3 -
J ,,] beddine @ 30,22', decomposed sandstone 4 PL-Ph.?', _ g H 0 course 3 sh.6' sof t spegst ne-*" seam,.-small rg ff 1,:,,. gg L'"4 .s o.f.t. ,s. e s..ma..,b,. '. ' L, a 4..so...f,t sh. a.l e. s, e am 9 p-_ .s_ , P oss
.o ' , ser.e 7 sa. Silty shkle, brick red, L0' bedding, 26.5-??.3' v. broken.r 9
- v. sancy 29.3-30', scme white mineral c o nti ng a nd Mn0x --
45 staining along partings, 32-32.h ' bacly broken, small - 15, clay seam; Jh-35' broken zone, so.:e clay sea ::, some ciG s show possible slick; 3h-37' sof t shale, evidence of --
'** a 4.o / 44
- slick, white mineral staining, hign ard e slick @ 36.6'c some .7tindinc of core, sc e small IL.y inclusions below - 7.0' I'. D. h0.0' No lecc cf drill w.to.
Z S c u- d rcck _- t elew ? ' .7 1
~
t - l l
~""
r . . , -
'.* '. Z Q Q Q.). } } (,)
Shee*: 5 5 Ar.end-2 (1C-2-67) e... ... ,,.e
GILBERT ASSOCIATES, INC. SOIL CLA551FICATION SHEET SHEET ' ROJECT: m ree % ad w.C. W -A SWE ARU M N %" Nu N ONTRACTOR:Fdn. Services COORDINATES E L E V A TION . RILLER : Ceya" GwL 0 HRS._ LA55tFIED BY: -W DATE: 7 P 47 24HR5_ C aerse g 5PT Grenvier REMARK 5 SCIL DESCRIPTION wi Seils Ol*"*/ ' Density (or Censletency), Colet ? "51"[e* j i De 6 in. .E ' , Seil Type . Accesseri'* :i Cene Rec. G' *"M * * . Construction Proble, R Cm n4 m -,.-,i 1 1 1 ' [/* 1cose,' brown sandy silt., trace.cf
~ ,3 9 3, 74 ..
s--- 19 19 ?? I.; Cense brown sand k gravel, trace te .25 .n Ang.- cobbles 3 1 cme silt W to to sti). L 11 15 lh li N +2" rdd." 9 h r;-jec. dense, brown fine sanc 2 grave l, .23 to . f.9;_ trace-to-some coal silt, trace silt SP .50 Sub.- dd. 4 Q 11 14 4.- 7 14 17 37 ( - J. cense, brown fine sand k gravel, Arace silt, trace to some coal silt 6 29 19 M Jb o - 4 g g gg g J. dense, red-brown gravel and _ Pasty till-like
.sil ty sand, trace clay n a~ -
Aock bit din bet
- - lh.3-15.0 ', occ 11 14 63 eo f/. - -
(SP) lenses, k y, 3 ,3 c7 73 @' - W s gne M i from 10.0' to 1
- ~
11 16 c4 RA a:{:, - - j 1h 51 79 '(p Begin coring ~ Nm ree -w r l4
. . . P.ock bit en bot . 20.6-21.5', 79 - - - 21.5-71.9 ' wi-recovery 1 . .
i i i 0002 !39 Sheet 56 Amend-2 (10-2-67) l
GILBERT ASSOCIATES, INC. ROCK Ct.AS$1FICATION, SHEET SHEET 2 CF ? DATE ' - ^'
- 4'
! T % a= V41a 'e'se4 NO. c+ ._ e ' DRILL HOLE NO. C *"e l CTOR Fd t r. . Carriaan $1TE AREA E-a' 4 g "-w-- ELEY. 2C6.Q' ZE nX C00RDINATE5 ANGLE vaatiat' L" BEARING _
) sy *f GwL 'A DEPTN 35.0' Core D E 5 C R 1 P T 10 N REMARK 5 Rec.
- e e 3 Rock type, celer, grein site & shape, bedding (engle thicliness), fractures, fewits, Condition of core.
[3 l ac y { d j ieines (engle, filling, e*c.), permeability, alteretion, weethering, chemical coenposition Escoveting evolvet etc. I - l i -
~
l l w ,,pf y 3egin eering '1 21.9' E l Silty shale; brick red; slightly v. fir.ely_ candy 25- - v.~crcken anc
,.4 2 ,; -
bedding 28.0'$reken n ~ 40*; ta max 10sl:-L5"* and irregular 60-7C' jointiC ; intense weat
- cre e c:
- he to 25' s
, e; # S .9 - Sandstone, silty; trick red; very fine graf r.cd; beddir.:- core in
- 6" :
~LO*; LO-L5
- cross jeints; irrec:lar vcW ~tl :;i;.pca
--~
y, e, r.e 33 5 ' , .- :-
- Ircr" 33 5 to base af acaa; -ax. " braccia aler; :'. crc; 21 1" ler.g' th :
l Tealed with whi', Artsanal (t'.cc c rer.1.c); elip,pec crlente-
~ parallel to direct,ien of di;, Z
- r. 3 35 0' -
q w . .~ . s >.
= 0002 !40 Sheet 57 !c.end-2 (1C-2-67) ens. ass use
GILBERT ASSOCIATES, INC. Soll Cl.A551FICATION SHEET SHEET - ROJECT: Met Ed Co. w,0,bl97-9 $ITE AREAD r** '#11e I'18Ed DRlLL HOLE ONTRACTOR: Ed *1' . Se r"/10es COORDINATES ELEVATION RlLLER : GwL0 HRS LAS$1FIED BY: OJE DATE:- E 1 ' -67 24 HRS C oers e 5PT Grenuler REMARKS e W 5eile z J 1 Soll DESCRIPTION e Blows / g's i Density (et Consisuncy), Cel** d , g e,. c ,,in Cheme,cel Camp, E 5 g er Size Shepe Geologie Cefe, e in. .5
.e Seil Type . Assesseries :;i G' d ** "
Cere Rec. 6 12 18 Rua Core j j j ge focse *.o tec. cense; crown trace of coal sn t; ,
# J // // III ~er1 M 1.no tree. c' crgy.1 ~ *oist J f/ // / h}- 'ded. :1ense; brown sacd 'c gravel; sub . dry , ' -trace of silt; trace of lay; till l ike . .< ane--
J /J // /d la .
- 1,, rdd -
f /.! /.1 /d* 7.5-9.0' trace of coal; -oist,Jease - 6 /1 /6 7/. y(--7.0-19.5' light brown; rery dry moist a . 7 df JS jf ' . wA - A, g y A A ly[- y . " dense; multi-colored self y send sub - 9 Jif J/ (8 ersvel 7" rdd ~ cis t' 944 .j'y r ... - m:.o ~ _ . . . ..- . . e., WP~As rext acove; trace of coal to .29 M .%^ tk - cis t ['lw..n aa as
// .,w f; w syg4 sl3 .,,Q, cense; 'ornwn sano; scrne gravel red . wet i n .em- // ,/a, ..-z..a=, .=-,z-, mn n .= . ,#egin coring @ Ic.d' -
l - - Q.
- 0002 141 l
l 8* Shee- 53 A=end-2 (10-2-c7)
GILBERT ASSOCIATES INC. ROCK CLA$31FICATION, SHEET $NEET cF
- DATE l' 0-n r Met Ed Co. wo, h192-51 DRILL HOLE NO. C "' o I
CTOR Tdtn. Services SITE AREA he V t' a T *1 s ~i ELEY. IE NY CDORDtMATES ANGLE -rer+ia.1
- 1. a S E A RING
> sy: GwL DEPTH 33.3'
{ Ca* _ D E SC RIP TlO N REMARKS Res. f e 3 3 R h tv,., selv geein sin. & sh p. bedding ( agl thscha es), fr.cevros, foules, C adiel.a .ic.e.. j i
= u j g j i.6aes ( aol., #illia,. .ee.), p.,i 66lity, ele.<eet.a. . h.,6 e, ch.=4ces Es ...,6 age..svee .-. .e i ....
l
~ ,r r ir r me & eer<w a1 ras . .sv /
7)
/ mt S
1 _ler l(osilt Es .y) u m; y bri.c.k
+ 4 r, ed; 4-e broken.w/co si r-, r . oieces..?'; +we.thea .+4-, . . . . d-a u ed -+
- 20,3' Sandstone; reddish gray; hard; fine armined; core brokeE rr a '.'. due to near tertical fracturing; bedding is
- 35[ severe tecomes shaly W, {" diameter limy inclusiors ? 27.S' k 29.h'; Pn0x with death are Y.
staining throughout; slight amount of miner-lira tion _-
, g ,.{
along several bedding planes _-
.t. A ** 13 A T. D. No loss of drill w ater -
l l _ l i _ r E 0002 142
=
Sheet 59 Asiend-2 (10-2-67) ese. sse us.
GILBERT ASSOCIATES, INC. O Soll CLA551FICAT10H $HEET SHEET 1 ROJECT: % ee ' file *_I1 M W.O. '1?a { SITE AREA " - 11 ' - - .u - DRILL HOLE CNTRACTOR: Nm -H - n = COCRDINATES E LEV ATION RILLER : "nva" GwL 0 HR$ L.AS$1 PIED BY : A DATE: 7 C 47 24 HR$cz C oers e g 5PT Grenvier R EldARKS z
- 50ll DESCRIPTION d Seite Bf***/ *
'g V N'"#* O'* I" Chemical Ceme.
{ a: - Density (er Consistency), Cel*' e S g 54ee she ,e Geelegie Dese, 8 I"- ."- ' Seil Type . Accesseries d Core R es. G'**"d **. Ceneerection Preble R Cm
, y 3 3 jf ,' cose; darv +.o crange brown; spr.dy _
o, Jil t; trace gravel & Mots ~ j 7 ,. 3d d .- onseil Mec. dense; brown silty f. sand i + 1 C pa 1 (. .' Z.: av_gI -' - h m-- % m 7 Tense; brown silty . sand s gt avel - r. e . ss-eles slight 4 an ao nc - trace of clay f rera #:.1' dowr 4 a.. ao .)'$[ # on,,ss
- f. ,
~ #f*"'I OI "3 2 y f f ,3 9.:. .y -
_ talectoic sec*
. _ river, includ.
n si h1 47 i s' . o A, qq c3 e.)*,. . clay increases to some frcm 13.5' _ K- 104 c:r/ rec 11 11 h1 4
- 11 21 30 36 , ' -.' clay to trace frcm 16.5' to bottom
~
K- 11*3 c:a/sec 1 1? ?s 1? L3 ..'-
\
1
- 13 10 51 57 *7- - - W"+4-*
,+ r c- , r , e . .. .r . .43+._n we , , . , /v. 9 .r a - + - * -a 4 ef Begin coricg 19".9' - - 1 1 - . 1 \
_ l l l l i Cg. . _
- 0002 143 Sheet 5C A end-2 (1C-2-67) i
GILBERT ASSOCIATES, INC. ROCK CLAS$lFICATION, SHEET 5HEET 1._.0F 2 DATE 'FM y v,. + re a M ca_n e - NO. DRILL HOLE NO. " * ' ,
- CTOR ?- *'
- Eitl 4 **4 '"m_ SITE AREA % -= = v il . 191 9-d ELEY. M47 ZE "Y --
C00RDINATE5 ANGLE " a -+ 4 a si ha B E A RING
) sy: GwL '3^ DEPTH W ^'_ __
Core D E 5 C R I P T 10 N R E M A R'K S Roe. e e
, 'E 3 Rosh type, seier green sine & shese bedding (engle thickness), frectures, foules, Conditten el core, f I y g ci, j je&nte (engle, Illling, etc.), permeetility, alteressen, weethering, chemisel E mes,eeing evelvet J QE composition etc.
C Z se .
- ectn cerin a ic.9 e _
Shale- brick red, silty; beddirig h5, irregula r fractures - uccer 1.0' we
- M/j , @ 30' & steep * #8t.s; core intensely broken to ?9.0' Z ed & very bro
/ with core 1" pieces 2 25 & 29' for 1.0' intervals. Z w _ riccable ^
w .
*'~' tCD .CCR9 9 rC C ^ .{'
Sandstone- red, very fine grained, light pray sceckled Z go go ' * .
- texture; cor.e zones are better called sardy shale; broker reed rock ac .*.' i,nn,e)nrelzone 0. 16 ' 3rmee 29.]'; core hard & unbroken excect by bddng e er+,,-oe sly. conglerer y- ,-t T. D. 35.0' Z No loss of drill uter _
E 0002 144 s. ee , e, ;, Z G l _ i Sheec c1 A .end-2 (10-2-o7) e......,,.. I l
GILBERT ASSOCIATES, INC. Soll Cl.AS$1FICAT10N SHEET
$HEET 7 40 JECT: Thrae ' file Inland v.o. blo?-M site AREA _70011P? T*We" DRILL HOLE ONTRACTOR: Edn. Sa -riae 5 COORDINATES. ELEVATION l alLLER: 30Yef GwL 0 HR$_ * 'c DATE: ?-'
L.A551FIED SY : 24 HR5_. C oero e Grenvie' REMARKS g 5PT , SOlL DESCRIPTION we; 5eile 3 2 j Blews/ Chemical Cem,
,[ = Density (s. Ceselceency), Celer 5 "$ ,",8,* fy Geelegic Deve, 6 in. 3 e-y, Seil Type - Accesser6ee d Core Res. C'* wad **. , g_ C.nservetion Proble 1 1 3 L y, Qgse,11gnt trewn silt, v. f. grr.d . _ sil t 2 6 9 1h 'a .' ?:ed. dense, sand k gravel, :ight br )wn 1 12 ?? ?1 .).-eense, },. , .. as above, clay traces -
sand L gravel h ic 17 19 4 A, coal fragments 4 47 c8 h6 ~4 - #. dense, sand 4 gravel w/ abundant -
/.- clay traces (brown)
Al
^ Eh c2 .' -" - clay traces more abundant - - ~
wet i
.7 57 62 7h . .-
e /. _ _ 6 2h ?o 17 . . -_ _ o co 60 59 -
~ - - elay centen-e .' _ - as above - _ inemasirr wit]
10 el h4 73 V:' ,. .
-11 hh 59 70 .[- -
12 63 73 63 .- _ do
- M1 ho h1 ,
- 7. dense, brick red weathered shale -
1h M 3g 53 "ve
~
Segin coring 3 21.7' m BW. . 4 B. .
- : : 0002 145
- 9 . . , , o . .
Shee: 62 Amer.d-2 (10-2_67) o
GILBERT ASSOCIATES, INC. ROCK CLASSIFICATION,5HEET SHEET L OP 1 DATE --F D T '#at m oli+A" Edi **
- N . NO. M c o C1 DRILL HOLE NO. * " ' ' '
CTOR ?. T. Kitlinski 4 Assoc. 11TE ARE A S~e d ' a Ts'e-d ELEY. 9 01 - C' ZE 'IX COORDINATES ANGLE va*+fcal { L" BEARlHG 1
) SY: GWL 9 DEPTH ?A 6'
Co's D E 5 C R I P T 10 N REMARKS Res. e e
- e 3 Condialen of core, f m{ = a, j Rock (engle, joints type, celer fil ling, etc.), poemeebility, altereteen, weethering, chemecelgrain sine eveiwei Escovefing & shape, bedding (en 3 d e empos eti.a etc.
l l C l ru 9eein eo rd nr il M' - p, ' . Sat.dstone, brick red, v.f. grnd., slightl em
~ ~ ~. l /-
mra bedding i 35'-h3* h5*cmss-fra etures,'79*fractures, intensely broken threugi.out, '4n0x staining, core 1" pcE 4 y micreecus,Z- ##F8Dl' ' 3 g m ra:.. -
' ** ?/i, . ' - Sapdstope, 60 'e h5 cmss brick md andwAfrox fractures lignt gray, f. lar vertical staining, inated 2joint h5',Z N .
coated v/CaC0 , open, weathering apparent to 31.1', solt-: (Z,"" . ' . rock frem 31'3cn , co re in
- 1 " pcs , to 31 ' , M' + c 70* Z
" 'o , .
- vertical joints, N 4.4== coated-conspicuous to bottomZ
% ;'); , of hole, breken mck to 3h.5', h5* cross fractures, 2" Z <tdA aA -
e slny anee ? 1. 7 _1 I _ T. D. 38.3' 50% loss of drill water Z 3 4
. e _
l : l 1 _ 00.0 1
~
1 e Sheet 63 A:nend-2 (1c-2-67)e s.. . u .e
GILBERT ASSOCIATES, INC.
$0ll CLASSIFICATION SHEET SHEET I ROJECT: Thrae Mile Islar.d w,0 bl97-M SITE AREA cccliac **wea DRILL HOLE ONTRACTOR: Pin . S a ,ri a m COOR DIN AT ES E LEV A TION RlLLER : Sova* Gwl0 HRS "J '
LA551FIED BY : - DATE: -?>' 24 HR$ c. C eers e 5PT Grenvier REMARKS A 3*'I' 4 j 2 Soll DESCRIPTION d Chemical Camp, g Bl***/ as j Doneley (or Censlavency), Cel*' g e g,,,, Sise o, ;e 54wp. Geelegic Dete, 6 In. .c. Q-
.! Seil Type Accesseries 6 Core R es. Od * * '
C ** * "** " *" #'*"I* R Cm 4 . .-w.a % r m -: a. o.. _cm 1 1 9 1 :ti+- loc se , lit. bm. sardv ?H t
- r. ? a. m /ei l- topsoil- some e o 3e .)'o]'.b.cepse,lgt,, by.. sand i gravel.
' ?" to T : oist ' e' 71 1h ,a,; .;ense to v. dense brown sand k grev al - ,, 3, ,;.- /,o " trace of some clay ~
k ~ 193 11_L e 'e -
,i !A -> . /. . trace clay 6.0-7.5' ' '- L' ? 'h sand med. to ese . 7.5-9.0 ' .
v ia y 43 ..
- - trace of clay 9.3-13.5'- more - / _ gravel -
L6 la ,n b, . . LL 70 4l-1?.3 dirtier at 1
./, y. .
12-13.58 si.lty sand' some - gravel to rock i, ,g c, e, - gravel . 1 eg 1. ,- en *#$_
;1, ,., 7 ),3 yeatherec red siltstone ~
tr o o f- mck 9 Se gin co ring 17 4' - 4 m _
. nem es ~
l
,e
( s. - - 0002 147 Sheat 6h Anend-2 (10-2-67) o-
GILBERT ASSOCIATES, INC. ROCK CLAS5IFICATION, SHEET SH E ET S OF 1 DATE 7 4 A7 vo+_ m14+3r "'M e n .- NO. h 10 9. ~1 ORILL HOLE NO. M 11 TOR E. T. Kitlinski and Assoc 5lTE AREA S-ae V4l e T i mi ELEV. SCO C' lE NI COORDINATE $ ANOLE 'te rti c al L= BE A RING
. By: G w t,, 19M OtPTH 11 ,0 8 C a's D E S C R I P T 10 N REMARKS Ree. f e , "3 3 Reak bedding (engle thschness), frecourse, few.:es, Condiesen of core. ! l ; C ~
l*'a'*7*pe, "88celer!'"gre6n
- 8'l sise & she,e8 *'
- 3. Escoveeing evelvee
, ac y 5 **"",*.*.b',II .. . 4.a 'Y ,
- l' *". * **' h*" 8.
- h*'" 6 ce s .e..
Z Z nv m Begin soting 917.h ' .. E
.~..', Sandstone, red & light gray, v. finely larinated 3 h5~ ~ weathered to i o.7, ,h 88 4 preminent badly bmken vertical to 2hjoint .3 8 healed w/ white CACO)ro(?),
1"-2" pieces,.any mie core-fracturee ,
'sU '" ' *fl' vertical jcinting preminent,1" granufe size, light grap ,.eg y .
ser ecerlemerate ed 4 2h.7' 4 76. ' - top scund reci 2n /// Shale- red silty, bedding in 2"4" beds, dipping h$," core +2" pieces, light gray conclomerate {" thick @ 27. 2, core except s Z solic uncmire
,,,,, u //
m n d occasienal sandy inclusions, h5 cross fractures, brokenmone u .f->v.u- _ no ted T. D. 31.3' No losss of drill water Z 1 e ,. E O l wi ." " E 0002 148 l Sheet 65 A=end-2 (10-2 67),,,,,,, ,,,,
GILBERT ASSOCIATES, INC. SOIL CLASSIFICATION 5HEET SHEET ' 40 JECT: 'Ihre* Vile T si sed w,c, bl o o.cl $1T E A R EA S n1 ' a ? ""~_'a
- ORILL HOLE a
?d.. "e'rd**M OHTRACTOR: COCRDINATE5 E L E V ATION ,
RILLER : "" ra
- GwL 0 HR5__
LA551FIED SY: " R DATE: 7 C 47 24 HRS ._ ar. 4k1. 5,,1 . C ears e g 5PT Greaule' i4 EMAR KS SolL DESCRIPTION A 3*il8 Blews/ Density (ee Ceneeseeney), Celee * ' 0 I"' 3
? $ ,"[, f("o e ic De ,
Sell' Type . Accesseries :i Co e Rec. C'* wad * *. Canewuction Problee R Cm
.t. t r~cwn siitt- s m M't *n EM M fl** t.7. loose, tan, sandy silt, trace 1 1 1 ?
ev 3 .i vel, f. grnd. --
.t t. -
1 6 1h 19 pr ded, dense, sar . i gravel, brown, _ ; I,@~~uense h.5-0.0; 3r
,e .e . -
high quartz cos g" -~.<s 1'9 e4 5' ,a .
.i+s.< -
4 6 in la r. o *N *o +r. cense. e cf 111;- crown sand i gravel, @ 7 3e e7 43 ,jp's Jense brown silty sand & gravel, ~
*; 4 race of clay ,
E 'l 1' 14 '
,I '/,. tense 10.5-12.0' .
g 11 9, e4 o.(, 10 h? 'l 4' 11 ha cp cf. ',fl _ ~ 17 hi ch en 3 .'.9_' Coal frag aents Begin corine No recover 42 di ~ i M _ o! O. ! 0002 149 Sheet 66 Amend-2 (1C_2-67)
GILBERT ASSOCIATES, ENC. ROCK C1.A531FICAT10N, SHEET $HEET A CF E DATE ' e 'a T *hree '#119 Island No. Lic? ~1 DRILL HOLE NO. - - - ( CTOR Ta- c=-dao. $1TE AREA '4 -- '* --o-l - ELEY. a' ' ZE 'N COORDINATES ANGLE "e -+ 4 " a l BEARING
) BY: GwL DEPTH 'O _ S '
C **
- Ree. e _
e DE$CRlPTI0N REMARKS
, e 3 Rech type, celer grein eine & shape, bedding (engle whickness), frecevres, fevits, Condition ei este.
f, =I d
- C j jointe (engle, filling, etc.), pernesebil;ty, alteret6en, weathering, chemical Escoveting evolvei . . pesiti.n et..
l - 1 - l - t
<t t r .
44 Z
- 42.} .* ;; Sandstone, brick red, v.f. grnd., v. broken 19.3-93.7', 2 seathemd sn;
. i: r.ed. broken 23.0-30.3', bedding at acprox. h5* .icinting- a nc e a t l ' . -
ja jy , at 63*w/ vertical joint at 21.7-??.?', white mineralira--- write .?c t tlec g 27J
- e:; tien :n vertical joints througnout, M.rox stain ? ?S.7' 2 in Iers sandy W d7U 'i -
? $ .1 ' to $ase ao .e. f **". v. -
m _ tu -
..D. re less of w-l 1 >a -
t i) V
's ,* i ,i E 0002 150 Sheet 67 A=end-2 (10-2-67)e A4 21s i/te
GILBERT ASSOCIATES, INC. I SOIL CLAS$1FICATION SHEET SHEET ' 40)ECT .3ree "ile Island w,0. bl9 ?_91 SITE AREA CColine Tcwer DRILL HOLE 3NTRACTOR:Fdn. Ee'-rices COORDINATES E LE V ATION . l tlLLER: EC ar owl 0 HR5__ l
'A551FIED BY:
CW DATE: '~A7- - 24 HR$ __ C eerse 5PT Greneler REMARKS 4 5 I*i'
- z J S0lt DESCRIPTION
.1 Chemical Comp, Slows / j j een.g,y (e, Cenelatency). Cel : d , go,,e o,e i.
j , si,. She ,e coelegie Oe ., 6 in. .5 **
.!. 5 61 Type Assessaries :s Core Ree. O'*"d * * '
Conservesien Problee R Cm y 7 7 3 [{*e';J,cose brewn sancy silt, trace grave !. . h rs c il
~ , )'-
_ trace clay . 9 6 9 17 c . o v.a se .. e , ,, .. w . . +r .m e=-- r-e ra' + - - *. 1 a 11 14 ,4 iense brcwn sand s gravel, ' sere sil t. 2" Sub._ f. to red. Prec 0 'c 17
- j0 -trace clay ane. - ecal frars., c:
As above to - lithclerie t'/m ec ?? ^
- 39 ,. dl. dense, as above rid - enlecroie in r 5 '"1 'l 27 h,f; As above, but no clay ; K_ l'-3 cm/r 7 i f. C7 4h _'o) LL _
p */ . dense brown silty sand i gravel,
~
g 3, xn 4,.
~ , g t, _c )g. . trace to seme clay.
[ firs t dare sarr in 19 11 c1 , . ,t J. dense brown gravel i silty sand * ?" . wet samcle 3,~' ~~i. i c4 41
~ 1e . .
1- I1 h1 7c i[. K_ 10-2 cr/sec io 3.e c >ve I W ./f. / Begin co rine i 19.l' - O( .. -
- 0002 151 Sheet 63 A=end-2 (10-2-67)
GILBERT ASSOCIATES, INC. ROCK CLASSIFICATION, SHEET 5NEET
- OF
- DATE 7 47 r Three Mile Island NO. bl90 ~1 DRILL HOLE NO. **"-
TOR ?dn . S ae rica* SITE AREA N 14 7 *nua-* ELEv. *ch o IE !G COORDINATES ANGLE r a-+ 4 - el La B E A RING > BY: GWL DEPTH 39 9 Ca'e . DE5CRIPT1ON REMARK 5 Res.
- e e 3 Reek type, celer, grein size & shape bedding (engle thschness), frectorse, foules, Condition of core.
f { { g j jointe (engle, filling, etc.), permeebelity, alteretion, weethering, chemical Escoveting evolves 3 oc y compesstien etc. Begin coring - ni ir i -
'in h3', v. b rokeC weathered te % y ' ,'] sands to 23.0' tone,/corebrick w red, v.f.fractures 2" pieces, grnd., bedding a t 30e M* 'rertieel '2 rock is ,. white mineral coated joint 26.0-27.0'; blk. n/0x C friable, slir m ;i staining on all fractum surfaces, some 3" beds of Z weathering be Mr,. silty shale 23' m U Shale, brick md, silty, h5* bedding, intensely bmken,- reck max. 2" -
m eso 40' emms r-nc tuM ac- "rm 7 e =+=4niac ~~k u=*+"a-
~
T. D. No ' loss of drill water Zto bottom of P ripcaole to 3
' E O 0002 152 Sheet 69 A:nend-2 (10-2-67)ee,.,,e ,,.e 60 o
GILBERT ASSOCIATES, INC. SOIL CLASSIFICATION SHEET 5HEET ; ROJECT.Three Mile Island w,o, h192-51 SITE AREA Colling Tower ORILL HOLE ONTRACTOR: M" 'e M E COORDINATES E L E V A TION , RILLER : oV*? GwL 0 HR5_. LA554FIED BY: 'd* DATE: 7-17-67 24 HR5_ ees.~a C oero e 5PT Grenvie' REMARKS e d 5eils z e
- SOIL DESCRIPTION ,
gi***f e = U Range Grein Chemical Comp, { cm g Density (e, Consistency), Cel*' 3 s er size She,e Geelegic Does, l 6 In. 3 ' 5eil Type . Accessaries :s Core Rec. C ' ** "d * * '* Conservesien Preble,
, g ,,,
f s. o a 50G50 ' _A , i 0 0 5 e . P.015 L 1 1 2 3 ;T bose, brown, sandy silt, some un to Cub. ;t.
? 2 3 ? % ~.c: a vel cist *" te m!.
a ro wn3a,sa,n,d i gravel, trace.-rsilt " 1 o 1, ,m .>t e J_a - i$ 'fFh. I.C - 6,.
.s a a- -
vense,, orown sand & gravel, trace
), 3 34 3, .) . _p . , s. te 3/,, ""~ ; 9q 3e ,- e i- -silt dry
- P 4 34 1- 17 if.,
o.o 7 i 91 -7 .k6 J. dense, brown sand i gravel, trac e .
.sil t dry )o e e 41 61 11 ,u 19 o 62 97 b-) d' ,y 4. dense, multi-colored, sand e -
i, -,,7 c, g7 'jj v a M , hace S M , m ce clay _d
~
N i e .- i moist 11 17 47 70 j/./ -some coal pieces and cecomposed
~
17 1E h- 71 . Jed shale . a 1? >", ;; .[b Y ne -
- S tarted coring .
O: - 0002 !S3 P i_ . 4+ _ _ 2heet '*O Amend-2 (10-2-6 M
GILBERT ASSOCIATES. INC. ROCK CLA551FICATION, SHEET 5H E E T S OF 0-DATE ?>' -4' t t r 'N .e vii. T =1 1rd NO. I. l o 9. C1 ORILL HOLE NO. P*7< CTOR ?dr. Serrices $1TE AREA #E*'4"- *n ve - ELEY. ac' ZE NI COORDINATES ANGLE vertical S E ARING i > BY: GWL DEPTH '7 -C Cue _ DE SC R I P T lO N REMARKS
- e Res.
e 3 Rech pe, celer grein sie, & shone beJJing (engle thickness), frectorse, foules, Condition of core. j [ l { ct j jointo engle, filling, etc.), permeability, alteration, weethering, chemical Esse.eting evolvet 3 cm v c om,e s .e i.a etc. Rec . Started coring 2 m 19 I - go p. / Eac silty shale, extremely broken by many vertical possible sli; ra a joints (filled with white mineral), slickensides on - planes small pieces 26.8-27.0', not noticed above. Z I"
.s.4 l / Sedding slips alcng partings of most pieces 'between Z '** h 27.0 & 26.'1' -"'
Core again broken by jointing (vertical and mineralizedt Jto at 29.2-29.6' & 30.h-32.h', slickensides at about 33.0'_
/, 3H _
to 54 .
. . ., Y nec, narc, line grainec sance tone, nign angle mineral --
ns ... . 27.s- 1:ed jointing 36.0 to 37.0 8 _ T. D. Z I Slack stain along partings thmughout hole- no - CCI* #8# ," loss of drill water s und throug
- but badly br Z
ir core bcx
- to jcint_re.
l l Scund below _= 1 - 1 e 1 -. , ., _ o ... .. . ; 0002 154 Sheet 71 Amend-2 (10-2-67 L,,,,,,,,,
i l 1 GILBERT ASSOCIATES. INC. Soll CLASSIFICATION SHEET SHEET ' t0 JECT: "et Ed Co
- W.O. bl9'#-51 SITE AREA ~hree '#ile I51Ard DRILL HOLC JNTRACTOR:?+ - C a -?da*" CCCRDINATES ELEVAT10N_
tlLLER: GwL0 HRS
.A551FIED BY : SJS DATE: 0 1 1 ' 24 HRS 2 C earse 5PT Grenvier REMARKS 4 W Z w
- 50lL DESCRIPTION 5.ils Blews/ d g,,9, g,,;, Gemkal Camp, a: j Density (or Consistency), Cel*'
j Size Shee. Geelegic Dete, m
! 6 in, s 0-Seil Type . Accesseries f Co,e R e c. G'** M **.
C * "' ""* ' ' *" # '* b ' * " 6 12 1a Run C .,. 2 s- ,a 1,*i 4 pose; brown silt w/so. e grawl .
- ,is t 1 /s ev is No Te,dg. ,,gegse; jypyn sanc 'e gravel; I 1" ;j ,,- w dry 3 ,r es- e/ 1; )!ec. cense to dense; ulti-colored sity a ,, . .eand 'e cravel; trace of coal ' 'IE* ;h + <a it er o. sut . dr / oi,e t ,f ,, ,3 ,a .g.. ).5-6.3' gray shale fragments rdd ~
Cr to 9 I *>~e o ly ff ,a ,, 9.,'.* -2,ense; brown sand h gravel . 18 .17.5-17.3' scr: coel Poist
.* ]: -17.0-13.3' trace of silt -
wer 9 i.c 2a u. *:*- .,_ x _ 7 - e swsu .
". . - No reenvery . ) '* is .i- .
2f 39 % Q ,,,s.
,~; -
cense; as next ecove - wet A/d Jea # 'd' . ,o , No reCO'lery , et n # @ i.'t 1*N898'tININE31 e Pb81.ltysand q ,, gg o c- ,4 ry A'e #4 e /t.( ++M
), u, .
ho MCc"ery ,
}ecincoring377.7' ~ ~ .
O,i , 0002 !SS Sheet 72 Amend-2 (10-2-67) GA
GILBERT ASSOCIATES, INC. ROCK CLASSIFICATION, SHEET 5HEET h 0F 2 DATE E ll #7 i 7 'tet Ed N - NO. l.10 9. A ORlLL NOLE NQ ' ' M i CTOR Fdtn. Services $1TE AREA %raa 'd i l a ?*1ead ELEY. *M9.O' l ZE E COORDINATES ANGLE Ve rtiCD1 ) l' " BE A RING
) syt GwL DEPTH bO.0' )
l 1 Core ,_ DE$CR1PTION REMARKS Res. .? e 1 3 Reek type, seier, grein size & shape bedding (engle thickness), frectures, faults, Conditlen el core, f J I CE y { C j joints (engle, filling, etc.), permisebelity, alteretion, weathering, chemical compeaition Esseveting evalue-etc. C Z m _2m se rin cori q e 99.7' g .r.4 7 Sandy Shale; brick red; badly broken; good core belcw _-t,n of sound
,t , /j 3h.8'; possible water course ? 30.0' t 3?.7-33.2'; Z@ Jh.8' / much high angle fracturing; beddine e 37'or 38f "nox
( # M /
/ staining al cng some partings; g:een mir.eralitation alor5 *> /j joint plane @ 31.2'; grada tional chance' ir.to below Z m go /' sandstone; micaceous ? 36-37.0'; slickersides ? 20.7' i as A)5 ~ ~ - E m I l5rEEt5cSbE$rYsI-ieseecus ,, Yl5$fb - . ~ . - , ~SIh @chs5NE ...e . - _
T. D. :io loss of drill water : l l l _- l
~_
a
'i go :
9 0002 !S6 C Sheet 73 Amend-2 (10-2-67) ,,,,,,,,,,,
l GILDERT ASSOCIATES. INC. 5011. Cl.ASSIFICATION SHEET SHEET ROJECT: Vet ~d Co. w.o. _119 ? _ C1 SITE AREA "hree ' tile Island DRILL HOLE ONTRACTOR: Id* S e '"de s C00RDlHATE5 E L E V A TION . RlLLER: GWL 0 HR$_. LA55lFIED BY S DATE: 8 l h /'7 24 HR5 9 C oers e Grenvie' REMARKS g 5PT Soll DESCRIPTION W 5eils 8I'"'/ f(". Density (or Consistency). Celer ? "$',"// is De j 6 In. .3 L Seil Type . Accessaries d Core R ee. C'* wad * *. 6 12 ts R ua C * *" '***" '*b'*'
/ .2 d' d. 'R.[ l.cese; brown silt i gre rel; trace .,,,,, sur .
Q ls ? /d Ic
?le of sand i coal -- ".d i . . a ., -"ist J '7 // 9 ated dense; br:wn sand, silt y crrecl; et ,' sub ' -cis+
p 9 fg jg 5f'! f;, -trace of coal; trace of red dece:'.resed -
..? shale -
0 l0 9 9 .',] %. 5_0.Q ' drf
/, /.2 f XI :; 1.0.5 12.0 ' wet '
d r'i
. y 4 9 ,, .. '12.0-15.0
- derse
.'lQ.' ~
9 f // /fo - -
** .n i s +.
9 /s _29J/ a.1;
& a _v ~ '
is *::e ' a,
" ~ _:. -
g*. . . A/g .fg7]plf *(- -
'\ * ?"* * * *7 .
l
/.2.4 a/ A .7. dense; as next above; trace of s+ . 'ir t - we t !
ld J/ 4 '70 f.' red decompesed shale <?" sm* _ . o re o ..i -u l
/b [tM//C A/ * , 1, No recoverf -
Tegih coring 7 27.?' O_: -
- 0002 157 1
8 Sheet 7h A*end-2 (13-2 67) ) l l
GII.BERT ASSOCIATES, INC. ROCK CLA551PICATION, SHEET SHEET A cr 9-DATE U-' ' 3 T " *
- T d f'm - NO.
- 7 o ? ci DRILL HOLE HO. %* 7 ^ '
.CTOR Ed tr. S e "*ric a
- SITE AREA '% m a Vdi a T l e n4 ELEY. 000 1' ZE NI CDoRDlMATES ANGLE vartical li" BEARfMG _
3 SY: GWL DEPTH M .0 8 ceae D E $ C R 1 P T 10 M Res. .2 e REMARKS
- i $ Reek pe seier ereia sise & shese Coaditlen el core.
f 1 , g j i iateleag,le, fitlias, ees.), permeability, stee,eeien, weseh*'6as, sh*=icalbedding (engle f.aseiae ehichaess), frecturd
***3ue a os g3 esa ,esition **s. =
i
=
Ztoo of sound
.7.27.5' v~
78 M n~ =e& c o rtr.a @ ?? .2 ' :
//g' es mc sh brick red- fi ned high = .u y, m gimy*m =- , 3 e ag.;some themsdngrchgera.pe gry. ne o;n eer{J{ ys _ ,. < , . : , _t e, _. m . . - ,.c a. , c ., . . ;y -
_7 - Limy shale; brick red; small limy inclusions throughoutZ l
"' up to h" in diameter; moderately broken w/ pieces up to -slickensides .8' in length; bedding @ 28'; some fractures a: e rehesleEthroughout w/t r1 44 some Mn0x & themsonite minerali:ation along partings; Zaoparent direc // slight amount of FeOx staining
- 39.9' -
n / w
, / o s.n = ~___
T. D. ? o loss of drill watt er 3 1 - 1
=
l
~ . e, E
O
./J. . : 0002 158 =
Sheet 75 Amend-2 (10-2-67) ,,,,,,,,,,,
GILBERT ASSOCIATES, INC. SOIL C'. A551FICAT10N 5HEET SHEET I ROJECT 'Ie
- N0-W.O. L109 Cl $1TE ARZA '--aa h" ' ' "
DRILL Hot.E l ONTRACTOR . " . . Ce Wices COORDINATES E LEVATION RILLER : GwL O HR5_ LA55; PIED SY: 'US DATE: 2-16 A 24 HR5_ l C oers e
*aule' R E MARICS 5PT 50ll DESCRIPTION vs G'Seils i i
j j 8 ai -s-6 1.
- 4c i
A o s.,,< C s,..... ,>. C.i., Seil Type . Accesserie' 3
- i
- R,r Core eRec.
c c
- ,'o.;,-
G'*"ad **, l 1 e.n oruction reble 6 12 18 Rua Core f j j g n # loa e; ::rnt topsed l ej ~. sed. dense; ::rewn car.d + gravel; ~
.2 4 6 7 'o *l -c e ,!!. l
- .3 /d /S /6 ..; -
Oer.se; brown sar.d 'i ersvel; . race e ' s . .' * , ; t 1" d. ) j , ff fj /' earpic J3 .- vash sar;.le; t elow 6.C' reiri- ' 3- 3.rsee of decerpcsed Scal rod _ ; r c ~ 6. - t --
,5 7 '7 9 ji.l - -
ar: - raf se
$ q g y .: * - -
7 '# N '# .N17.5'
~
(l" fine sard ler.sc) ~ y so /s,/ .::4
. ..l. . .
9 /6 /P lC . *} s _
/o /9 .?le of ; .'. ,, ,
a
// .27A3 3c 1. :' .' .
- ; s'
/.? 3/ .;1 4P r. >9e 425*mg/4 ly.J:}j m- - We recevery ~
- n a m -n,- m..
IN.- !.'c recover'v ll6 hM9pil ,*;q. _ _ _w _
~
[ "cCi r "9 Ping 2L .2 ' l _ _ _ l O, : : : 0007 !59 Sheet 76 Ar.end-2 (10-2_67) o
GILBERT ASSOCIATES. INC. ROCK CLASSIFICATION, SHEET SHEET 2 op 2 DATE S-Ib b7 T Ma* Ed Ce. No. !'C' C1 ORILL HOLE NO. :P '. : CTOR #d"t- h "'fiS** $1TE AR E A '"5 "*a **'a Tai $"A ELEY. 200.O' ZE IIX Co0RDINATES ANGLE *'o"*'*11 i . BE ARING
) BY: GWL " " ' r . t DEPTH Care DE$CRIPTI0N R.c. . REMARK $ .E.
e 3 pe celer grein size & shape Conditlen of core, f3 1 { g j Rock ieints tfeng,le, falling, etc.), permeability, alteration, *reethering, chemicalbedding (engle lvet thechness), fr
= v ..m p.s it i.a Escovetias e'e*t .
_ .cp of sound
~ - prc'cably 2L.?
but definctC Z s 2C' p sj, Bezir coring A 2L.3' ,e; gray; snort, pieces etccre
% J ,- A.2:est.one congiorerat ccre cass ac sf y, d,* .or r I
exter.sive gri ov e, ocate: erav: snorr, Lleces or core [ #"*_fm
>24 * , _ . hrd- . e ; ed; fir.c gritr.ed Z .'. Sandstone; reddish gray; medium grained; 'ra rd; good cere- ,'*c 44 ';.
- e..., y, _ n Z
m
// Silty shale; brick red; med. hard; good core; pieces up-to 1.0' in length; 40-l.2' ma cr li:ny inclusions giving Z u
con.tlemeratic appearance -
.un MEB ~
L. Je leo loss el Cria. Wa!,6r e
~
L .- . .. . l E 0002 160 Sheet 77 Amend-2 (10-2-67) eas.sss use
GILBERT ASSOCIATES, INC. 50ll CLA$$1FICATION $HEET SHEET - 10 JECT: M N Co - W.O. l'02 81
$ITE AREA N"?e hil' I91o*~ DRILL HOLE 3NTRACTOR: Idtn. 3*PYiO95 COORDINATES E LE V ATION .
IlLLER: _ GwL0HR5 LA551FIED BY : MS DATES.8-10 47 24 WAS.- Coerse Grenular REMARKS g 5PT SOIL DESCRIPTION W 5eils z o Bfews/ e U R ange Grein Chemisel Come, og Denelty (or Consistency). Cels' e { W F $1se Shere Geelevis Deve, we 5 In- .E " Seil Type . Accesseries ::i Core Rec. O Wad **'. Cenenvenien Probler R Core
/ g a .f 'e l 1.cose to =ed. dense; orange hrewt cal' M _ ~
le x d gravel ' ,M', u "d 'l _
*C
2 (* 6 /G of ._o _.5-1.0' se , ss.-d ". J /6 S(, 49 I Dense te v. den::c; hre'.r sand '- .;u r- .
*.I '
A :n:!. =J .- travel; trace of ecal; . race of P.il
*n - .v.e .
3a . . ; ~,. s~ 4 &n ! ?.'_ re
~ -
M Simp /L r f . '*50 s recover 7
~
As nex. accve; wer.; scec orcanic a ,ic . (* 9 5 '7 -o.)n*- z wc
- .c ri ts.
Ai)Sem WL '. - ico-*'ecv*r'r ~
.i. dense; m1L1-nclored ei 1 y c.a:11 ,7 ,3 g yy .. a~; . ~
0,I: 3 g-avel; trace of ccal 4"' -dd . ci .e.
, 7 F1 d4 of . . - As
/ s ;o -
) r No recevery a t.-_
4l:) d4/7[d , U? - .
.. .as next aceve (l. tense) ,. . .e.e j . . .
9 ss u 19 ,
\* "n -. ever ?
_.e : y, l
/0 44 /0? //// ' Ace-a. ,. r. A Ann -.,..aa .s e -Begin coring i 23 0 . ,
1 j 1 l l i i l ( - -
~ % u - .
00.02 !61 l
- _ \ . l Sheet 75 Amend-2 (10-2-67) se l
GILBERT ASSOCIATES, INC. ROCK Cl.AS$1FICATION, SHEET SHEET CF 2 DATE 9-10-67 T Met Ed Co._ No. l.192-51 DRILL NOLE NO. CM-lCl CTOR IdtM. SeFrices SITE AREA Three Mil? Island ELEY. 290*7' ZE W COCRDINATES ANGLE VertiO21 f." BE A RING
) BY: GwL DEPTH 18.0' C *'s OE$C4iPTION REMARK $
Ree, e f g , e 3 grein sine & shape, bedding (engle thickness), fractures, faults, Conditlen el este. 5 I 3 $ j Reeb (engle, lointe type, coletling, fil etc.), poemsebility, alteration, weethering, chemisel E sc ovefin, e,elve-3 e v e e.,e s .e s.n etc. I C m etw necin eening o 91.0' - f2, 4 Silty shale; brick red; fine grained; good core; moder-Z & ately broken with pieces up to .6' in length; many limy- W
/ 1/8" diameter inclusions 315-38's wathered zones ; 2323 9',
30 5-31', 3~.7-38' ; bedding at 37f Mnox st.cining along Z 9, g/ sore pa rtirgs; small vertical fractures 4 21.6' & 2$ '; -
** / high angle slickensides a 27' Z top of sound
- n. Wr , Z 2 2L.6' Ams /} , sf D T. D. No loss of drill water ;
l 1 1 . . _ . E 0002 162 l ! Sheet 79 Amend-2 (10-2-67) en.sse use
GILEERT ASSOCIATES, INC. SOIL CLASSIFICATION SHEET ROJECT: Met Ed Co. W.O. 1.102-51 $lTE AREA Three Mile Island omittsots CNTRACTOR: ?dtn. Services COORDINATES E L EV ATION RILLER : 8e v e r" GwL0HR$ LA551FIED BY M3 DATE: ?-10-6'? 24 HR$ _ C oorse g 5PT Grenuler REMARK $
$OfL DESCRIPTION W Seite II**'#
Density (or Caneistency), Celer
$ $" i De O I"- 5 y, Seil Type . Assesseri's d Core 4.c. Greend wever, y g Conewussion Proble. / ,:t # 4 a f.-i.cose to med. dense; silt ?< cravel; + ;n sub .
Y . .sa 'nig."
.2 / /0 // V,2ce of sand
- 47. _ r. - "
- J XI 44 46 .j ~;Gense to V. dense; silty sand 'e cue .
rci.s t s go af gg gravel (brows); trace of ecal t t rc. - e1:, 3.0-7.5' as above; wt 1" ru'r - wet J~ /6 ff /4 g. . . 7gg . 4 d 4 /8 I:b
~
cist
-S 6 /4 /Y *: .b. . = -
ji,.' 5 ype; brc e. sand; 10 0 gravel f fs so fy 4+" r<:c - rc:c; 9 /6 /3 /9 i~fesa fext abeve . :.cist
,, , ,, ,, 4- v. eense; ruiti-coloree sil y ,ane 4 gravel; some coal sue .
q. W/ 2Jf J9 ,( ,.4 13 5-15' seme coal tn
sf - e,"...
Aa #e 47 /n ;
.sj g as l!{' }9521.0'traceofreddecert. coed shale i ~u ~ /4 d 48# lo.I ^ ~
- g.; -NO .UCOV 5 U
~ .Q,b 4?d/L g. , Eegin :'oring 4 23 0' .
- : : 0002 !63 p . ,, , . .
Sheet 30 Amend-2 (10 2 67) o.
GILBERT ASSOCIATES. INC. ROCK CLAS$lFICATION,5HEET SHEET 2 0F 2 DATE 8 10 47 r Ma* 'd S - NO. 'io7_C1 DRILL NOLE NO. DH-104 OTOR Fdtn. Serricas SITE AREA T"*an Ma I s h~8 _,ELEV. 2*97
!E U C00RDtNATES ANGLE 'rm"*4a91 E" B E A RING I SY GWL DEPTH L1.0' Core DE5CRIP71ON Ree, e REMARK 5 f
e 3 Rech pe celer gresa else & she,e g loinesleng,le, filling, ees.), permeability, eleersei a, ..eeher6as, che..eelbeddingCeadielen of eere. 8
, 1 j (engle ehacknes Esee,ev6ag evolves s), frecevres, 3 as ee.,ee4eien eve.
C Z top of sour.d _- at 27.0' x se o a-efn eerina 1 21.0' -
# ^ [j~
brjc g Sandy j:1..in; shalez3
!. 2,.h' ;:1.
red;chtbroken w no _ run[ c."p"nC:ieces
>.}';
- t. . ng vert. Z _
W
'N #f Silty shale; brick red; excellent core with core pieces 2 up to .8' in length; bedding @ 36*; badly broken :ene Z 3 38-38.2'; weatherg 3 25 9-26.9'; cross jointing a 34 '
s er , us l -
~ /06 4* C .' .49 L - .eko 7/ as Shale; brick o w.asy k,,te., red; mottled with scall 1/6". limy inclusior s ;
I yo_3o ue. . - . v- m ,+ ,4ng 3 e i,,.g _2. 4 : . l T. D.. No loss of drill water _ l- - - 5 9 E 0002 1<4 Sheet cl Amend-2 (10-2-67) ese. sse v s.
GILBERT ASSOCIATES, INC. SOIL CLAS$1FICATION $HEET SHEET I 10)ECT : Met Ed Co. W.O. h19'2 Cl SITE AREA lhree Mile Island DRILL HOLE 3NTRACTCR 7 4 +r - C*-rdaae CCCADINATES E LE V ATION TILLER: GwL 0 HR$_. LA551FIED SY : "3C DATE: 5-1147 24 HRS.I C aers e 5PT Greauler REMARKS e 2 Soll DESCRIPTION W 5eite g Slows / 3 Density (or Coasteteney), Cel*' d , g ,,,, c,,,, Chemisel Ceme, { g er Sise She ,e Geelegie Dete, j 0 la- E Seil Type . Assesseries -i Core Res. G'** d ' Conservetion Proble. 4 12 18 ""
/ ,2. / 4 j*e(Joos e to .?.ed. cense t orange _ brown 41" sub .
9 /0 /4 silt i gravel; trace :f coal rdd__ oist
- *Y . _a s "A 3 g y jf ig _ Lense; brown silt, sanc i travel; ana-A 26 /f /S } e.- .
o ._t za trace of coal d" sur _ rd d , d ry J # Jo .2f )*d 3r .ns,e; de ,muly3_colgred silt /3 sand t . -nist _ at
.. e , . . . , - -
0 J/ /6 /M ~*ed. dense to dense:. - . brown sand 1 /3 fy fg {f ,. gravel; trece of silt; trace of
.j, ard_5 rdd . - d: /
4"2
'S L* #4 Coal ~
f /f .:: .3 _ 7 y y y , J . cense; rulti-colored sil ty sar.d . 3.A !4 gravel; trace of coal; true of .
/d D 2 24 ?( red decomposed shale y < 2" moist // S .23 .24 :o . . *in ~ /2 4/ 49 4.1 YN f3 yy s2 g or _V.
dense; brown sand 4 gravel; . moist
'g f . trace of silt; trace of coal; trace '# # C i' ' <f red decceposed shale .
wet g 43 6(e /03 - YX nf -
,Mo 8mg/t 'h 3*arecover/
yegin coring ch.5' - _ _ e O : 0002 !65 Sheet 02 A.T.end-2 (10-2-67) o.
GILBERT ASSOCIATES, INC. ROCK CLAS$1FICATION, SHEET $NEET 2 0F
- DA E 8 l' 47 r Met Ed Cc. No. 1 14 9. cl DRILL HCLE NO.-" 13 CTOR Edtn. Ser rd ees $1TE AREA ~5 vaa "di a Tel e ra ELEY. Mo o ZE 'n COORDINATES ANGLE --+i -1 fi" 8 E A RING
> BY: GWL DEPTH h*
C **
- Ree, e
D E 5C RIP TIO N REMARKS f
, "3 3 grein sese & shape bedding (engle thickness), fractures, foules, Condition of core.
5 I 3 cC j Rock (engle, loints type, celer fil ling, etc.), persneebility, alteresion, weathering, chemisel Esse,eting evolves 3 GE u tempeestion etc. C i top of sound Couestiorable c w su me ei n m-4 ,1 9!, c t Z to broken cent _i- knv ev5. - (4 JJ Silt 7 shalei brick red; v. broken with no pieces >.2'; ~ possible water courses @ 29.h' k 33' with some decorooseg y< shale; weathered rock 2 2h.5-25.5'; high amount of join %much -inerali: ing is responsible for broken core; MnOx + the-sonite ~ elong broken ( M O coated partings throughout; rehealed vertical joint 3 - w 3h.5-3h.8'; possible slickensides 2 26.3 'c 27' Z jn1 - y j,9 3.f Shaly sandstone; brick red; broken 37.2-38.6'; good core fp.. .vs. o below38.6'; high amount of limy inclusions 3 39.8-ho.6'- l A - rives a cene1 _ .-stm m -ameseca. m .v. -.1 -.b..laa - -+d:: = 5 a' r l n 4' No loss of drill water T. J. t? ?, ' N .. .
. E G = 0002 !66 =
Sheet 83 Amend-2 (10-2-67) au.ase use
GILBERT ASSOCIATES, INC. Soll CLA531FICAT10N $HEET SHEET 1 ROJECT: a+ d n, W.O. W9-U $1TE AREA SP'e Vile Isin rd DRILL HOLE
'ONTRACTOR: Idtn. Se7fiCe5 COCRDINATES ELEYAT10N RILLER : GwL O HR$_
LA$$1FIED BY: MS DATE: 0-11-67 24 HR$ _ C oeroe
$PT Grenuier a gggg g$ '
4 z g . Soll DESCRIPTION W $ ile e Blews/ e : U Gre en Chemisel Co.,,
*L 8E e Density (or Censlatency), Celer s Renee W ' Size she ,e Geete ,se oe,e, 8 6 in. d cE Seil Type . Aesesseries 5 Cwe Reo GrW wet %
enstmelen rehte 6 12 18 R ua Core
/ / J J !$ 1ppe{greyr,sil,tj trace of ccal; _ -eist J 4 1 28 ~*'
3ed. dense td v. dense; ligit brewr si ; $y sub - J .tr .pr Ja ',-{SJand i gravel; trace of coal +- 1 " arg _ dry g 4 ff g .L.5-6.0' sample is ver/ dry red ,, J' x3- // /7 o': Sed, dense; multi-colored sand t rub . ~1st t j jj jj g (,'e Jrs2/el; trace of silt; trace of 1" rdd -
,o1 <o a 1 rdd - dry 1 to 1 /A' i.* o ,? - ~
r /1 go y/ f.$ dense; tan send k gravel; v. dry - dr/ p y .yy g,, ,4 ,y . cense; multi-colorec sil ty sar.d suo , a f". l,: gravel; trace cf red decom;:ored (}" rdd _ cist 2'1M M y
/0 a ar ru *f shale; . As trace of coal rdd . .g . . , V .~ -. -
4o um7df. - NO PiCOVF.RY - j {}'
'.N T. dense as next abo e i
en 3/ 39 c .
-cist -j.s +f y7 9/ .'*g .i '.J/. de.nse; brown sand t gravel 4- {" ard-rdd uet j .h Lemo/a ";-; tfo recove:/ -
3egin coring 3 23.9' l Oi i. i 0002 !67 Sheet & Amend-2 (10-2-67) o
l l GILBERT ASSOCIATE $. INC. ROCK Cl.AS$1FICATION, SHEET 5HEET
- OP 0 DATE 8 l' '7 r " a t_ T A /*n . NO. M o9.c1 DRILL HOLE NO. '" * '
- f 1
l OTOR _ Edtn. Se r-rices SITE AREA Three vile Isl and ELEv. M0.2' l gg MY COORDINATES ANGLE ve r+ ic al ha BEARING LO.0' i SY GwL DEPTH ) Core D E SC RIP TIO N Ree. y e REMARK $ e 3 Reeli eype, celer geein el,e & she,e bedding (engle ehiehness), freetweee, foules, Condition el seee.
! l - g 3 1.ines (engle, filling, ees.), permeability, ele ,eeien, weesh ing, ehemisel Escoveeing e,elvet 3 as d e ..es ees. = =_
t19 ,, E4 3efin COrinf 3 03.9' = y;.y. , - Sandstone; brick red to reddish gray; good core; oieces__too of sound r
,e . ,y,. up to 1.?' in length; weathered 73.9 95.3'; water coursti 27.6' *T with sof t shale 8 37.3-39.6'; cross jointine
- 28.3-79.6a ;
We 4f5#* /:. vertical jointing ?9.6-30.P'; fine arsined; bedding 2 -.~
@ 35*h0*, - . m 2' nL - . za /,f p' Silty snale; brick red; fine grained: med. hard; small Z 1/16" diameter; limy inclusters throuchout; good core -
54 with pieces up to .6"; bedding at 3hi rertical jcintinr2 ef ' A.o 35.h ,368 ; thomsonite coated bedding clane i 37.6"; seve5il __1._- 1 1 n..- ,__,-,r..-a.. T. D. h0.0' No less of drill wster Z
= =
E 0002 168 l l l l Sheet c5 Amend-2 (10-2-o7) . . . . . . . , , . . 1 l l
i l GILBERT ASSOCIATES, INC. SOIL C1.A55IFICATION SHEET
~
SHEET ROJ ECT : 'd a + "d "a W.O. 'M M _ d SITE AREA % -a = "*'s % '_ . a DRILL HOLE I ONTRACTOR: Fdtn. Se: rices COORDINAT E5_ E LEVATION I RILLER : GWL 0 HR$_.
.'LA$$1FIED SY : 'M DAT!: 21D 24 HR5 C oors e g $PT Grenvier REMARKS SOIL DESCRIPTION M Seils z .2 ,
Bl ws/ . Chemical Camp, ) { E i Density (w Consistency), Colw ? "'* E "5 4 . f$"e G..legie Dete, j, 6 la- 5 5.ir Ty,. . Ace... i.. d Cn. R.e. C ' *= ad * * '*'. Construction Proble l 6 12 18 R un Cee. I j y j g g _pfse; orange brown silt i gravel 43/h" .yj]t id - cist y 7 g f2 3.Q -+1ec cense to cense; brewr sar.d ;' are_-
' i - fi gravel; trace of silt; trace cf coal ' 2." rdd - dry
- J // /t /6 : +:_ax -
g fa p g 3,s. 1.ed. dense; multi-colored sar.d & . nb - gravel; some silt; some coal -1 " rdd_- moist
- 4 /4 /3 /J de e '.,, g -aa -
/, fo ,ct a h,i ped. dense; brown sand k gravel; sub , y j, ,, jf f,4 ,,some coal throughout rdd__ nist ' .s ,l" rdd .
f /J /l- /'7 ?,Y : '
.o
- 9 3 At 66 n .s g -
I'> 4 ray shale boulder; t. hard - (crred) U . Ass 39 40 69 sub . mis t
; /o 'E h!4. dense; multi-colored; sand k #V' -
j,f gf y g .f.
< !6.
gravel; trace of silt & clay; trace of coal <. 7 ,, rdd -
/_t Jf Jo 29 - - , a.y.-
O 4 '7/ 93 if'
- j. pi. .5 -21.3' gl,ight ag%+ pf decomcos ed "'t
- - -n .o - .' Tegin coring 21 .6' -e _ _
s g _ _ _1 O._~ :
.. . 0002. !6_9 .
q Sheet c6 Amend-2 (10-2-67) G 4
GII.BERT ASSOCIATES, INC. ROCK CLAS$1FICATION, SHEET SNEET 7 OF ] _ DATE 2
- 3, 4' Vet Ed Co. No, blo?-G OR!LL HOLE NO. % 'f"
- TOR EdtN- S e P'ic e s $1TE AREA hee vile Tslord ELEY. ICS.6' E N COORDINATES ANGLg vertical h" BEARING SY: GWL 15 0 ' - 9 hPS - 17 b' 'bhr*- DEPTH 'I7 .O '
Co,e l
- _. DE$CR1PTION REMARKS
\ Ret. g
- 7 3 Reek type, seier grein sine & shape bedding (engle thickness). fractur's, faults, Cendition el core.
1 g j loints (engle, filling, etc.), permeebility, alteretion, weathering, chemical Excavating evelvet at composition etc. 1 Z i Etoo of sound r ZT M.6' sn n t. - j *f.2. 2 Shale; brick red; broken w/cieces 3"; fire grained; , Z broken 3 23 2', Ph.?' & 96.5'-97.3'; beddirg
- 35-h0; ---
/J f'
Mn0x staining along some partings; cross joints ? Ph.5'--
/ ML _
, 97 es 1. ~; Shaly sandstone; brick red & slichtly gray; fine grautneg good co re with pieces up to .8'; some limy inclusions _ 1 m ~3: throughout; bedding @ 37-35i slightly micaceous e 30.h 'I- [ w ,ce (% ;,", vertical fractures 33.6-3h.0'; slight amount of mineral - w . ,! , ization along parting @ 35.6' C { T. D . 37.0' No loss of drill water 2 l : Z l - (e <
=
0002 170 1 Sheet C7 Amend-2 (10-2-67) ase-sse ties
GILBERT A530CIATES, INC. SOIL CLASSIFICATION SHEET SHEET 7 ROJECT: e. +. N Pr - W.O. 1.1 0 9.0 SITE AREA *a a 'm a eM DM N ONTRACTOR: Id*n . 9e"*r4 c?s COCRDINATES ELEVATION RILLER : GWL 0 HRS LA55tFIED BY: DJS DATE: 0-1 #'7 24 HR5 C Coers e i Grenuler REMARKS 4 5PI . Soll DESCRIPTION A Seils I Z * , , Chemical Camp, Blows /
- U Range Grein g ,g Density (or Consistency), Celer j e
y $ise $he,e Geelegic Dete, I l 6 in. .5 A Se; Type . Accesseries :s Core R e c. O "d * * '' l Constewetion Preble 6 12 18 Run Core _ j g g g fj _gose; brown silt; trace of gravel _ reist V /g /f J/ fif _wense to v. dense; brown sand i
$1" sub -
J 4*Je 44 T gravel; trace of silt; trace of co 1 ang _ meist i /.o .h.5-6.0' trace of decomcos ed shale sub _ 4, 19 Je .3 f *:a 1.o +* _ g- f;. /3- /r ,%_Eence to ned. dense; multi-colored; sub _ 6 6 // /1 'k. s
-Sit y Sand k fravel; trace of coal _l" nu- . -cist 7 9 7 // 'd. h"g e p.,pepse; sand a gravel; trace of t)" sub rdd-rdd -cist i 'j 4 vens crown sanc; mas-e, +.tr. ace or gravell -
drr - meist f jg j9 yf .- _/so.e;.-a _ 4 1 ruo , .mo ts t p g gg 4 .;.(,J . cense; -ult:.-colorec; sand, s111.
,5 'q _4 gravel; trace of coal; some de-W.
p <,f,~ f--_ / h g oosed shale 9" rdd . wet v j .f . g7 _7. dense; brown silty send & grave . ; sub _ _ reist
# JO '3M Sd _ve r'/ we t ' 19.5-21.0'; trace of rdd . /,3 #d /,2 // ?.' -coal and decer. posed shale rdd . -( ' /g ~
qn ~ M Y2J3 ,2f . wet _i
/ffy ~
c gg h.1-fr. [21.5-??.5 8 decomposed brovn- red shale _ _Begin coring ? ?3.0 ' _
- : 0002 !71
()( -- g_ Sheet 88 Amend-2 (10-2-67) o
GILCERT ASSOCIATES, INC. ROCK CLAS5IFICATION, SHEET SNEET A C7 2 OATE 0-3-67 T Vat Fd e - - NO. ' ' o a_ e ORILL HOLE NO ' l' A ,
.CTOR Edtn. Ee M M SITE ARE A %. ve o ?.1.-a ELEY. OC8 C' ZE 'ri COORDINATES ANCLE vertical
__ hn BEARING D BY: GWL DEPTH 10 O' (
. Cee. _ r 5CRIPTION Rec.
- e REMARK 5
- e 3 Rock e pe celer groin size & .aepe
- Condiesen of cene.
f 1 g 3 ienne. Ieng,te, filling, sec.), .eehility, eleeration, -ee.herine, chemicalbedding (snele thidness), Escoveting evolve fractur e, faults o ar . ..,e . ,e ien etc. Z C
. m ,s Begin corine @ 23.0' -
fr e. , (/ Shale and sandstone; interbedded; brick red; slightly Z too of sound i a Fj limy in shaly areas; good core; pieces up to .8' in s.: u., * . . ' 2 23.5' w4 ,.' length; moderately broken with very broken gone @ 33.0-Z Jh.0' (p'ssible water course); bedding 7 37; v.n0x - g' y staining along partings throughout; jointing + high sngka s a- with themsonite minerliration along joint planes 0 Z
.e .; 37.o' & 38.5' -
Z na '/4So ~ T. D. No loss of drill water
~ , a..
E DD02 172 sheet 89 Amend-2 (10-2-67) . ..u. ei
l l GILBERT ASSOCIATES, INC. SOIL CLASSIFICATION SHEET l $HEET 1 1 ROJECT: Met Ed Co. w,o, L192 51 51TE AREA Three hile Island DRILL HOLE ONTRACTOR: .dtn. Services f:CORDINATES E LEV ATION RlLLER: GWL O HR5_ LA55tFIED BY: Ud3 DATE: 8-3-07 24 HR$ 1 C ears e Grenvier REMARKS g 5PT , SOIL DESCRIPTION d Seils I * , Che.nical Camp,
- Sl*=s/ $ j- Density (or Consistency), Celee U 3 Gre 6n j y Rene.e
$43 She,. Geelegic Dete, f
es 6 in. 5 5 Seil Type . Accesseries ::i Core Rec. G "M ** " Conserveelen Preble Cm
- / .2. G r hI .cose to ced. dense; orange brewr.; uue .
a Li lt & gravel; trace of coal 41" ~dd- eict 9 ~
.1 7 /0 es so ~u , a 4 e .g l !ad. dense; brown sand i grsvel; scre w - , , ,
p g 9 g k ').'
*[. ,' >ilt; trace of coal; less gravel qn .fr#~
4, dth depth ,,g~; - S ,a /7 as h.t.:.. -
. ~- j t-g ,, g, 74 :: - -
J, . . . . 7 /4 7 /6 . r
.I. =e- > cnse as above ~
f <3 t/ so .*. ~.,,, 9 /g .:r 47 ,j " dense; rulti-colered sand, silty; rdd._ i
,, y g go gruel; trsee of coal a se=c r'id - noint , m _ i composed shale <, 2" - I ,d A/n %w /t t,. -
j
/2 JJ Jf "2 D *;
d .,
~ ~ -.M 4/ Jo 4,7 '? ~a s -
k f,s 4 py gf ;!.X dense; brown sand 4 gravel; tracc cub - lA &,
%e.' silt; trace of ccal < i" rdd - wet g M' 6/ Y . .- ,, . y reg - "Segin coring i 22.8' j
1 l
. . i C: .
DDD2173 4- - e,. . _ Sheet CO Amend-2 (10 2-67) o
GILBERT ASSOCIATES, INC. ROCK CLASSIFICATION,5HEET SHEET 2 DATE op 9-1-47 2 h y Met "d Co. NO. Llo2-51 DRILL HOLE NO. DH-109
.CTOR Pdtn . Sa*"ri*as SITE AREA S === Ma NW ELEY. 200.0' ZE M COOW!NATE$ ANGLE va*M
- t' L" BEARING 3 SY: GW L. 16.C' caved 's 16.5 ' ' 2L brs. cEPTH LO 0' Core DE5CRlPTION Ree. e REMARK $
f
'e 3 Rock pe, celer eroin sine & shape bedding (engle ehickness), frecevees, favies, Condition of cene.
o l oc v
; a'. 3 loints engle, filling, etc.), poemeability, alteresien, weethering, chemical Escovering evolve, i . e. ..i.n e... ~_
se r es t j anale; cricx reo; caaly orcxen w/no pieces 1"; organic-;sounc rocx
- i fr 40 3,s e seams a 25 3 & 27.8'; Mn0x staining throughout; clightly
,,, ,y , micaceous 9 24.2'; vertical joint a 23 6 h 27.2'; breakge due to joint Shale; red 'e green mottled; broken w/ pieces L"; severaE . s.2.s emell_organte_s -..2 a ,. s_ t,a,_28,.9_'.,
29,3'_ & 30.L' (g een Clay)r lir7 y g /
/ .u, Shale; {ppn,}i-%ipod, . ~ . . , , , - - . .
cop gpes;g73lj,sp {}'] gg y,g}ay; sly or Shale; brick red; good core; weathered e 36.2-37.2'; _ se Mn0x staining along some partings; calcite coated high _-' Y. '# M un a angle ioint Q 40.0'; beddine a 30-35* - T. D. No loss of drill water - r - l _ i
.. ( _
C AnA7 17A _ UUU( I f 't Sheet 01 Amend-2 (10 2 67) ....a2. ii ..
GILBERT ASSOCIATES !NC.
, Soll CLASSIFICATION SHEET ) '
SHEET
'R OJ ECT : '# *
- Td N- W.O. h'CS-A $1T E A R E A ~% -w a V4'a T ' s '-d DRILL HOLE
- ONTR ACTOR : Fdtn. Ser vices C00RDINATES E LEV ATION
>RILLER : GwL0HR$_
LAS$1FIED BY: 3J3 DATE: 5-11 47 24 HR5 0 Coerse Grenuler g ^ K$ d 5PT SolL DESCRIPTION d Seils z g e d Range Grein Chemical Camp, E Density (or Consistency), Celer s i W ' Sise Shep. Geelegic Dee , j 6 in. -i cC Seil Type . Accessories g _ p, g, ,,,,, g ,, g_ Conservction Proble 6 12 is g .,;r g (,, j*3 gpose; browr. Filt w/ sone gravel . meist
'7 /9 /7 'j,i peri. dense; brnwn sa rri cnd gravel; A sub - d:/
_ g ,,p jp y /
.g ,some silt; trace of coal; goes fror a t :r .
[ ,;:ry @ 3 3' to moist at about 10.5' rdd - d /4 ? '7 a.'\ ,. _
< 1" _
s aw 9 : o'
- g r ; a '33 -
-o is t 'r J f a 59. y, - ~
f (,, d, 4 {:- Vpse;,)rogy,,pnd; scme coal; traca ~ meist 9 /d /2 /f OI , Dense; .u"ti-colored sand, silty; sub . i
/4 6 #di 4 A* .h gravel; '. race of coal dl s, <{" rdd-.
oist 2 ~ . _ f z G, _ No recovery . AoaAnfM_. :~
-. ... in -
1 ense crt
.'-. .J~,a trace - /.;: If /f af ,;. a ,w,n__,sanc
_ _ _ , anc gravel; mo ts t
/d JS J/ Jf k' # . der.se[m'u5hi-bo5cred sand, silt arg , -h4 , g g Ws,, gavel; trace _of red decocoosed +)"
_ rdd . mois t - wet 2 . ..m . _ _ 2e(rin coring 2 22.5' . C~3 j _ _ .
- : : 0002 175 o
Sheet 92 Amend-2 (10-2-67)
GILBERT ASSOCIATES. INC. ROCK Cl.A551FICATION, SHEET SHEET 1 0F 9 DATE 2- --#' r Va+ *'d on. NO. 1.1 ca.tn DRILL HOLE NO.nM_ m OTOR #d+n- ***d-a= $1TE AREA N aa 'n ' o % 1. ~4 ELEV. are*' eg trY COORDINATES ANGLE - EE.1 ha B E ARING ___ i sy GWL DEPTH 37.0' Cor e DE5CR1PTI0N Rec. e REMARK $ f 7, 3 Rock type, celer grein sine & shape, bedding (engle thickness), fracturse, favies, Condition of core. 3 l CK y { g j loints (engle, filling, etc.), permeability, alteration, weethering, chemical composetion Excaveting evolvet etc.
=
Z n_c te -
.';- Shaly sandstone; brick red; fine grained; badly broken;Z top of sound r % J* . .o m.A~ higgy ,-e anfracturedj =
c3_5-t _ pessible water course 3 26.5'; coarse- 29.h' -
/ Shale; brick red; broken frem 26.5-29.S'; moderately -
94, .+(s broken 29.8-37.0'; broken due to vertical .icintine 32- Znuch zrinding m / 35.h'; good core 35.h-37.0'; vertical the- sonite -run 27.0-32.0 '
#1 / / coated joint 2 32.0-35.h '; bedding ? 3h*; small limy e _
4 g 1/8 diameter inclusions belcw 30.0'; rock becomes Z
,,, // _ go sandy with depth -
T. D. flo loss of drill water -
=_ =
1 q l c ' ~ ' 5 0002 176 Sheet 93 Amend-2 (10-2-67) ese. ase use
GILBERT ASSOCIATES, INC. (') 5 ' ' ' '
- 55 " ' C ^
- 5 " " '
5HkET 1
.R OJ ECT : Mat M . W.O. llc 2 Cl $1TE AREA " r*" 'd l" I C * *'* DRILL HOLE
- 0NTRACTOR [dtn. Services C00RDINATES E LEVATION
>RILLER : GWL 0 HR5_.
LAS$1FIED BY : "J v "- DATE: p ~3 69 24 HR$ _ C earse Granuler REMARKS g $PT - Soll DESCRIPTION W 5eits Z _.
,e Blows / U Range Grein Ch . cel Ceap. $" i Density (or Consistency) Celer j ,3 $63. Geologic Dete, Shere 6 In. $ Seil Type . Accessaries vs d Core R ec. O'*"d **4 Construction Preble Rm Cm / a g g _Jpc:n; orange brewr ril' ; rcre .*rs r** ; < 1" ""i ". " "9 ' ' ' -
4 4 <
/, /// d ~ Xcd . der.se .c dense ; brown nard '.- -
_ y ;f h fp j? .-[ gavel; cerc *.ih; . race cf cea: *:- [ o
# // 6 I jj [Leocetored.donce;1sabova 4"1 -
3 4 (, J , :. - - [ /, .lc, 0 - 6 / e.2 b f j; g g- :); . Sed. dense; trewr car.d ei t.." "r.a . W Tij*1ye5
~ ~
f f // /3 a,5 F- - r.c.e.?.ec, -ret.m
- , s, i it1 sand rwe .l -
9 .G /f sy ax S e_, >
/0 0 # Id. 7/'* .12 5 1f."' ver; wet ; ern nar .lc .
_ // d5 f,d #1 .. ( _ 1*.- ~ i. dense; -':,,.1_colcre4 s elky samd
~ *rnec er e ' ~ /2 53 45~/ ./ ird ernc1 'n*
_. w w .e . i,<
=
yg 4, . ,o . ."n recover:* -
)y " 21. e ea e v7c. .a . +-rse; u c r.n w c . .
_ 9ecin ceri"3 21."' _ 1 i l
\ _ . .
t
/- - }yy n n n -)
['-- < UUUL I( a
. .. t< _
l Sheet Ok Ar.end-2 (10-2-67) G ' l l \ l
GILBERT ASSOCIATES. INC. ROCK CLASSIFICATION, SHEET SHEET 2 2 0F g DATE 3-3-67 W T M8t Ed CO* NO. E192-51 ORILL HOLE NO. M l'l CTOR Edtn. Services SITE AREA Three Mile Island ELEY. 200 l' ZE E __ COORDINAT E S ANGLE 'tertic a l k" 8 EARING
) BYs GWL 17.1 3 0 hrs. 17.9' 3 2L hrs. OEPTH 40.O' Co,e
- D E $C RIP TIO N REMARKS Rec. e e 3 Reek' ,sein sise & shape, beddin, (en Condition el case.
!s l [ g 3 i.ines I.pe, n,i.,celer tilline, .es.), ,.,s ehility, eiv.,e,4. ele thickness),
n, ..e h.,ine, fractures, ch..icel faults, Eneverin, e, elves a v ce=*esi' lea s. Z sound rock 2 3/4 M4 _ f7, 74 Shale; brick red; good core; pieces up to .5'; broken : zones d 27-28 3', 30.5-33 5' & 37.7'; Mnox stainin0 7f #4 along sere partings; bedding 3 37*; becomes sandy frem E m 28.2-34.0'; vertical joints 3 26.l' & 39 0'-39 5'; cresc joints 3 29.5' & 31.8'; fine grained; med. hard to hard-J.1 :
/ /$ -.M_+1
- 7-so
/ :
fr as k :
- s. M s. a ~
A. D. 40.0' No loss of drill war,er l _ l s
, s E
O 0002 178 Sheet 95 Amend-2 (10-2-67) ese.ase vee
GILBERT ASSOCIATES, INC. SOIL CLASSIFICATION SHEET SHEET 1 40 JECT; :4et Ed Co. W.O. _ h19 ? _91 51TE AREA B ree '411e Island DRILL HOLE ONTRACTOR:?d+n. Eer* rices C00RDlHATES E L EV A TION . AlLLER: GWL 0 HRS._ LASSIFIED SY: ~JC DATE: E U7 24 HR$1 C ears e Grenvie' REMARKS g 5PT . Soll DESCRIPTION W Seils i Blows / 5 $ d Renee Grein Chemical Comp, g ac Density (or Consistency), Cele' 3 e Sim She ,e G. letic Dete, j 6 In. .5 ' Seil Type . Accesseries d Core R ec. G'ewad **. 6 12 18 R ua Core
/ # (, p .Dy _!.qcse; bmwn; silt ar.d sand . * {" sub =dd_ :-c is t '.7 4 /% // j .*,']4ed. derse; r.ulti-colered silty dry ,g y a r i
_ sand >< cravel; wee of coal 41 sub _ i Y A 0 'A -(i
- _ ane_.
.* _ Md - retst M If.< ,] s.i._n-f f - l 4 ff g jo 4,- fed. cense; brown sand + gravel; -
scr.e silt; trace of coal
*7 // /J/ /.2 1".;,-. . ' *Y ~ ~ ' O '< '_' t f /S /6 /fe .'s m l 9 gM #d * / . canse; cuit Accicred silty sard _
f .h* _'e . rsvel; trace of coal - {" _ dr- I de 4 f,3 &T 4; _y ,~ j
% 4. ionse; era <n sanc ec grerel l
A' M### (};'-'16.5 18.0 scee silt, _ I wet l i G 3/ 4S && ,!.. . 2"1 _ n 13 JS 3o i. P'._16.0-Lc.0' tracc of coal - rots % ll ?9 4/ 8'1 b, "10,5_21.0' very ~ l r l'T carse sar.d ' erave l wet i
~
[Begin coring i 21.L'
- m. . _
l O: - ; 0002 l79
?u l
Sheet 9e Amerd-2 (10-2-c7) o 1
GILBERT ASSOCIATES, INC. ROCK CLA531FICATION, SHEET 5NEET 1 OF 2 DATE ? 1 #)7 f M W S. NO. ' 7 C9 0 DRILL NOLE NO. DH-ll2 CTOR Fdtn. Services $1TE AREA Three Mile Island ELEY. 299 3' ZE IE COORDINATES ANGLE vertical l L" BEARING
> SY: GWL 18.2' - O hrs. caved J 17.7' 2L h 38.0' Core DE$CRIPTl0N Rec. e REMARxs f ,
e 3 Rock type, celer, green sine & shepe, bedding (engle thickness), fractures, foules, Condition el core, f 3 I tK y l C j jointe (engle, filling, etc.), permeability, alteration, weethering, chemical composielen Eacewating evolvet etc. C Z
.su # 44 n n,% ~, 4 - e a 91.L ' E " Sandstone; reddish gray; broken with pieces .6'; beddir'i' top of seund '/ *?)~ , , . 33f;finegrained;med.hard;verticaljoint 22.4-24 3 7 28.6' ,, gg _
T,: white mineral filled vartical joint @ 24 5-25 5'; soft zone @ 24.6-25.7' - possible water :ourse) Mn0x staining-g 0 25.6'; beccedng med. grained 28 5-33 0'; 29 3-30 3' -
- " D',Ii soft zonej30 3-30.8' hard zone;30.8-31,7' & 32.7-33 0' Z =a ., .us sorter zones -
- O 'G/ Shale; brick red; moderately broken; pieces up to 1 5'; - ceceres sanc:
it s V/ very fine grained; bedding 3 30*; Mn Ox staining throughcE.with depth
// ,1ta T. D. 38.0' :o less of drill water =_
l g
nsity (or Consistency), Celer " " ; 5 is's '".
p e ic D. , E 6 in- e Q-5.11 Type . Accessari'* d f, Core Rec. C'*vad We. Consecuction Preble R Cm f g jg y l.1 _'4ed, dense; brown silt; trace of sub .
. $ _ gravel k" rdd . -cist J /0 /0 /d f1 u ,aa .J /g fa /# ,a: _Med. dense +c dense; Brown; ssRy -
a
# '# /M '# fi8 -sanJ '< gravel; trace cf deco rosed - /4 // 9 *-
_ccal
-6 .0-9.3 ' some coal i" sub - dry L.b4.1' nrr - 's~# ~
g ,o ya to -): - rdd ~ -e ts t
~
7 // to /c , a. '_9.0-lC-5'
.. trace of c cal -
f /h /7 l& .'
-,f [ M M .I *
- i
*' .13.5-15.3' .J trace of decorr.cosed _ /0 J/ .2336 /rn H s' - - denen h.p 3 at #4 #f. _ V. dense; multi-colored -
f:2 55 9 -
' ^" ' "' " "- fo' -silh send 2 gravel; trac t of ang - --ist ,. -decomcas ed shale sub -
4 J.2 39 Jf 38,0 19.5' trace cf coal 1" rdd ~
~
M,l 44 69 49 og;i
~ ,gg 4 g ),, [21.3-29.5' sone decomposed shale . wt e n ,v: : o. _ _
c n n o.. . _ l / . _ ,, O_ _
, : : : 0002 181
- s. .
S Sheet 96 Amend-2 (lG_2 67)
GIIEERT ASSOCIATES, INC. ROCK CLAS5IFICATION, SHEET $NEET 9 Ofr S DATE J
-23' y wet Ed Co. NO. 1 1 o 9.C"1 1
DRILL NOLE NO. nu _*
- i_ _
CTOR Fd*r. S e ~r' a a e $1TE AREA ^~a= ""=,-a - ELEY. aco T' ZE W COORDINATES ANGLE VePtiCal ha SEARING
) BY: Gwt).7.l ' ca vad
- l ' . C ' Sl- "-* _ DEPTH So a' C*r e D E S C R I P T 10 N Rec.
- e REMARKS
'I 3 Reek type, celer grein si -s & shape bedding (engle thickness). fracturse, foules, Condition of core.
f3 I CE { y, E j loints (engle, filling, etc.), permeability, alteration, weethering, chemical composition Escoveting evcluee etc. Z Z _ss ad Bect i en riv e 91.L ' - 4 ///j Shale; bricic:ed; badly broken with pieces ?"; very Ztoo of sound r 9 sgVg/ aro broken @nr 2h.9' @ 29.0 '
.., 7 . . . w 3 , . + ,&4 -27.2',;,
4 ., fine
-; grained; 3,.+i ;..frac.% .y g +turine atyhicE, . u2 e .-
Shaly sandstone; reddish gray; good core; fine grainedEbecomes sandie g g' %I. hard; bedding @ ho"-h5i some fracturing throughout; two -wi+h depth
"' f small 11my inclusions @ 38.5'; slight amount of mineralI3 - . f,' a tion along bedding plane 4 33.5'; pieces up *o .7'; -
96 .#f , . ' . slickensides 26.0' fragments - no _ .m ~ l'. D. No loss of drill water E
= =
E
=
O t ' E 0002 182-Sheet 99 Amend-2 (10-2-67)- e ss. a .e v ee
GILBERT ASSOCIATES, INC. j SOIL CLA551FICATION SHEET
)1 5HEET '
l ROJECT: "# *
- 2 'd S- W.O. h10 0 -7 SITE AREA Draa '#ila I * ' * *d DRILL HOLE QNTRACTOR: Ta** - ca d-** COCRDlHATES E LE V A TION .
RILLER : Gwl0HR$_. LA551FIED BY : '4J S DATE: 0 -l b J 24 HR$ C. C earse 4 5PT Grenuler REMARKS SOIL DESCRIPTION W 5eils g Blows / I oc Density (or Consistency), Cele' d e R ange Grein Chemical Camp,
} g e Sise Shepe Geelegic Dete, O I"' E Seil Type Accesseries ::i Core Rec. O*"d **'.
Construction Preble. R Cm
, , , 4 fis . r! e .e . - ~~,r - * ,- - e - < T j ..' ed.mnse; brown rand t crevel; 1 2 0 I /d ~
75 ~.' trace er deco cosed coal . l
.J '/ /J /4 .; ',: .belev 3.5-6.3' slightly cohesive . & /3 /(, 23 0s.: ~ ~
8 /'7 6 /0 - dry - : cist 4 /f /J .2/ ', a . -10.5-12.0' wesh sa: ple - ' 1 /.2 14 6 ' o' 12.0-13 5' wash sample 7 /3 /A G o' :
'. ~
9 7 /9 /4 .? >< - jg jj 9 77 .
*C.".sej t'ulti-Colored Spad 2 gravel; -
O v - // E 4/ NL c-trace of clay, silt, coal; till lik a
~/.6 e s textu*e 'sV4 bM19/a. irs i.o re co ve t'r - /.7 .py33 4/ :.l745,r.axt abcVe -
2r 4 ,. .~.. e, - < -,,,..; . ~ _ . , by!.-%< Ah ._lMAlt, * , -.,-..:... - l /M JA W J86 *
.o ~' s r a y t 'nE mN ' ' ~ ^ * -
3egin cerir.g a 21.0' ~ p -
- g. '
e
- : 0002 183 Sheet 100 A:::end-2 (10-2-67)
I l s
GILBERT ASSOCIATES, INC. ROCK CLASSIFICATION, SHEET $NEET 4 0F " DATE 9 1 h 37 Met Ed Co - NO. IHQ 9-9 DRILL NOLE NO. N
- TOR 7d+m.SerMram $1TE AREA w,, m a 7,1 n ~4 ELEY. 3C0.0 8 ,
lE MY COORDINATES ANGLE 're rtical I. n BEARING
, gy, GwL DEPTH 30.C' Cn. O E S C R I P T 10 N REMARKS Ree. f ;
I e 3 Reek type, cela, prein size & shene bedding (engle thicknese), freatur's, faults, Canditlen of core.
, i { C j loints (engle, filling, etc.), permeab4llty, alteration, weethering, che eical Esseveting e,eluet i a v se pe ition etc.
Z toe of sound r 4 probably 2L. or ur Berin . co rir.z Epossibly 2 27.
.7 d 4./ ^ Saridstone; reddish gray; fine grained; hard w : .w .s {
g M, Shaly sondstone; red; good mre but short pieces maximutcore lies due q>, .h'; fine grair.ed -grinding of c
...; ni <w I. D . No loss of drill water s '
E O t.. i
' ., z' g, on ?. 184 Sheet 101 Amend-2 (10-2-67)....u..i..
GILIERT ASSOCIATES, INC.
$0IL CLA$$1FICATION SHEET J $HEET -
ROJECT: U t Ed Co. W.O. llc 2-51 $3TE AREA Three Mile Islard ogg.. L HOLE ONTRACTOR : ?dtn. Ser" rices COORDINATES E L E V ATION . Ril ER : GwL0HR$ LA$$iFIED SY : DATE: E"*1!-87 24 HR$ - C oers e
*""I*' $PT $ OIL DESCRIPTION w O'Seils REldARKS j g ,
e Blews/ e d Chemical Camp,
-* as e Density (e, Cen iseency), Celer = R*ase G re e.n . g o' Size Shepe Geelegic Deve,
- 6 in* e G.
j - Seil Type Accesseries f g ,,, g ,,, Grevnd we,er, Cons erve 4en Preble R Cm 1 'i. loose; cari< brem sil- ti/ . race .s...
./ / .f J I.+1.LI ,, ,_,..a ~ - -
J M 4 J" b- Icose $o red. dence; brev selly 34ad y .s f 9 ~. &,.,fgravel; 1 5-3 0' trace of coal; +d" ub .Tr-f .ciat
# '# ? '$ /y 4;0-7 5' trace et red decem;;osed shnic rdd .
rdd . J '? /o /.2 *Y.-e':g. 3 y 9 /a, 61. F.cd. dense; culti-colcred self y same. ::ut - dr'/
.o '
gravel; trace of ccal 'e red decec; -id y g 9 al o@sedshale
<l" rdd 1:o. % ? 9 /d // ,9 /c) /3 /g (;
[cd. dense; brown cand S gravel; cub r:d- reir
%Oc organic .' aterial 4.M' arid . /d /d /3 9 ; .a.
i jf gj gg gi 1. dense; tres.r. sand, silt t gravel su c _ ar/
.y . ; race of coal; 15-16.5' dry s./ ; /2 /# /6 as y m <l" -, ancy . roiut ../J // 4 ,$ 'o Jense to v. dense; multi-colered sa. d, aub . Icist ,j, silt 'c grviel; c. race of clay; .racc y y rdd- .
d((f of coal; race of red shale 1" rde -
.]5 :.r.3/ 4 ot7., _,
m a w ^ v a. _
$ \-cegin cering i 23 2' .
- c. . .
- : - 0002 185
( Sheet 102 Amend 2 (10-2-67) G.
GILBERT As5OCIATES. INC. ROCX CLAS$1FICATION, SHEET $NEET 2 op 2 DATE 8-1A-b7 T Met Ed Co. No. Llo2-51 DRILL HOLE No. DM 115 CTOR Tdtn. Services SITE AREA Th*ee Ele N ed ELEY. 299.7" ZE E COORDINATE S ANGLE vertical j k" SE ARING
) sy GWL DEPTH 37.0' Co,e D E S C R I P T 10 N REMARetS Ru. .I e i $ pe sole, e,ein sese a shape Ceedlei.n of eere. ! l g ,i Reek 1.iaee leag,le, tillias, ees.), p.,eebilier, etee,ees.,i, ..eeh.,ing, che.eluib.dding (engle ehielinus), frutu,de, fe 3 as e e.,.. .e i Eueneing e.e.lve-e ..
l - \ i 1 - 1 -
*9 34 L 3eain ecTi"e 4 21.2' 2 g Shale; brick red; badly broken w/no piecesp 3"; 27 5- Z top of sound 29.0' v. broken rock; decomposed; bedding @ 30-357 scee =29 0'
_w , :tineralization along partings ---
/ .ns -
- D if., hard; good core Z
rfi !- Sandstone;reddishgray;finegrained;jshalyinsome </ core pieces up to .9'; bedding G 35 Z m .
mo treas; jointing @ high angles @ 75* - P. D. No loss of drill 4ter _-t t'.i
- n. . 1 E
O
- 0002 186 Sheet 103 Amend-2 (10-2-67),,,,,,,,,,,
GILBERT ASSOCIATES, INC. SOIL CLAS$1FICAT10N SHEET SHEET 1 tCJECT: M.et Ed Co. w,c, llc 2-51 SITE ArtEA Ihf** INL" I811Ud DRILL HOLE
)MTRACTOREdtn. Services COORDINATE 5 E LEV ATION.
IlLLE A : GwL 0 HR5__
.A55tFIED BY : DJ3 DATE: 8-11 b7 24 HR$1 C oeroe Greavler REMARK 5 5PT . SOIL DESCRIPTION
- Seil.
8'***# " *'
- Density (or Consistency!, Celer } R$,*"/,' o e cD 8 6 la- e a. ;a -
Seil Type . Accesseries 6 Core Rec. C '*w ad * * , ceaseraction Proble,
! 6 12 18 Rua C .<e ! f j g y Q- Loose; brown sil w/::cce gravel < f' 53 52- :-01 ;- <j y 9 ff ,h) %d. dense; brown sil y sana 't -
U 'A 9 'N te p avell trace of clay ari: - f ,' - { 1" rdd - dr; 4 to /,1 te .. R, =c i s'.
.; ied. dense; brewn sand fe gravel; f 9 y y - ; race of coal ang 4 # 4 4 ' . ' 9.0' trace of aflt (l" ;i 9 a // f .h . M6 .
- .o f /d 9 (o V,' ~ , , , ~
b,,' ijrfe;aS_ above; sand ': gravel; . rat e coi - Ory 9 7 // .7/ _ 3
,, 3 . a aca. -
i~e,g A O d - . , ' yf :Io recovery . ary p #/ So . :4 s j. gense; crewn sanc 2 crueA <1" - er - -
..s e: - 'Io recovery -
[4. b7/ //-- .;h m - i " ann-
~ /2 5 */ dY $*
- a. m_. . .dense; m21ti-colored
. . . . .......s -n,,sand, c.ilty-4, ,, : m uch Tegin coring ) 21.C' - - l Q'.
- 1) t e .
0002 187 Sheet 104 Amend-2 (10-2-67) o l
GILBERT ASSOCIATES, INC. ROCK Cl.A551FICATION, SHEET $HEET 2 0F 2 DATE 9-11 47 y w + r,4 S. NO. 1109_g7 ORILL NOLE NO. UN-Il7
.CTOR Edtn. Se* vices SITE AR E A "'"-a M47a Te h ad ELEY. 900
ZE NX CDORDINATES ANGLE *tertical l+" BEARING 3 SY: GWL DEPTH 33*5' C.e . D E S C R I P T 10 N REMARKS Rec, . f
. 3 green eine & sh ,. C.adselen of care, Reek ieinee lp., celer f ,a =
1 u i g j net., filline, eec.), , ...bil; bedding c e=,.e ie i.a (engle thickness), ey, sie.,ees.n, . frecevese, foules, Escoveving evolve-h.<ine, ch.mical
*ec.
Z o, 3egin coring 4 21.9'
- m. f Shale; brick red; rottled w/small 1/16" diameter if=y _- top of se2rd y, g2 -
"' inclusions; sandy 21 9-22 5'; excellent ecre w/: ore pieces a 22 3' ap to .8" in length; bedding @ 36; 60 joint ') 231.'; I g
Themsonite coated bedding planes "J 26 5', 27 5', 29 5' t slichtly lire
* #' E9 3'; fine grained and hard _ thr::ughcut na < b n.C _
- r. D. No loss of drill water --
t.
- 1. i o e.
E 0002 18
~
\ ~ 1 Sheet 105 Amend-2 (10-2-67)eme.nse ves l l l
GILBERT ASSOCIATES, INC. SOIL CLASSIFICATION SHEET O- SHEET 1 i 10 JECT: Met Ed Co. w,o, L192-51 SITE AREA Three Mile Island ORILL HOLE ! 3NTRACTOR: Fdtm Se-vices COORDINATES ELEVATION, RILLER: GwL 0 HR$_ LA$$1 PIED SY: WS DATE: 8-16-67 24 HR$ C C rse
$PT *auler REMARK $
SOIL 0ESCRIPT10N
- G'5.ils j
I ='-/ 3 i D .i.,c., C .i. .. ,3. C.;., : R,..
;g c 2; ;,,' ol, ,- : $.il Ty,. . Asc.eseri . :j c.,. g ,, G, a w ter, l C .,rvesi Pr.bl..
6 mm Cm f f g 4 W fi.cose: brown silt; so=e cravel _ tocsoil reist
~'
F.ed. dense; brown sand & gravel; ,
# I /# 'l s
{# I, race of silt; some rock fragments
'd J N /6 /2 . . '] ~ rdd ~ ~ .+t 9 4 f \<
- o. _ -
6 in f 9 j _ - s ,, y g - -
.o 'f:.
1' /s /.'!. O .a P.0' traced of decomposed coal -
? '7 f f Y13. ~ 5' becomes dark brown ~
9 '7 // 9 ),5,
~
le 44 4/ /f' ' #. ' s * . . 4 k "o~c~7
~
p/,_ Li _ m b
/J 7s 10 /gs l i. dense; decomposed siltstone; : ed cry g fgji -
No recovery - 1e.9 - [egincoringa22.7' le. m l :
- 0002 !89 Sheet 1C6 Amend-2 (10-2-67)
GIL!ERT ASSOCIATES, INC. ROCK CLAS$lFICATION, SHEET $NEET 2 OF 2 DATE * y E.et Ed Co* NO. 4102-51 DRILL NOLE NO.0"
- CTOR #d*" - * * "*r d m $1'TE AREA "*--aa V4'a 7=1s d ELEY. 200 C' ZE 2- CDORDINATES ANGLE 're "* *
- S 1 L" B E ARING
) BY: GWL DEPTN LO.0' !
I l Core D. E $ C R l P T 10 N REMARKS l Rec.
- e e 3 Rock type, colet ereia size & she,e bedding (engle thickness), frectures, foules, Condition of core. j
! I cC ] loints (epgle, fi!\ing, etc.), perneeability, alteration, weathering, chemical Escovering evolve- )
- ul .
cosapoei'iea c. 1 l me >>.'7 Pecir cerine 1 22.7' - T # h Shale; brick red; silty; r.ed. hard; fine grained; rruch Z *.op of scund grinding of core - 28.0'
= . #e _ -
g ag '3.'j Sandstone; brick red; fine grained; broken 35 0-37.C' -
. ;. . due to jointing & 39.0-40.0'; 60* joints 32.0-33 0' -
g:. : r, ,,. e.:.*
.au ..
Ju T. D. f;o loss of crill water _~
~
t,. , 5 0002 190 O
. .. c Sheet 107 Amend-2 (10-2-67) ou.sse v e
GILBERT ASSOCIATES, INC. SOIL CLASSIFICATION SHEET SHEET 1
>ROJECT E** - 7d ** - W.O.L'C? " $1TE AREA *"aa 'a ? ""
DRILL HOLE
- 0NTRACTORi ?d* - "a-rdaam COORDINATES E LE V ATION
)RILLER : GwL0HR$_
lLA551FIED BY : ' 'J 9 DATE: #-' ' ' 24 HR$ _ C earse g 5PT Grenulet REMARKS z w e SOIL DESCRIPTION W , Seils OI'*8/ "* Chemical Camp, Density (or Consistency), Celer h Si[e S p'". Geelegic Dete. we O I"* *- Soil Type Assessaries -i Core Rec. G'** d **. Construction Preble R Cwe
, j g .r. e : _ .._ . ,.,,_.,
- _ed. derse to der:;e; 'reic. zard i
~
4 ^3 7 9 . I. t~.rsval; '. race of si h 3/4" n-J f.f .23 .po ; ,' :mlew 7 5' trace of c. C r9 -
- _ _. : e .
# /. /.; /4 '#,*. , .S s/ LS 19 )<. - _ - ,~ ~ ~ & /J /c /& 'o. '; . - '7 f // /f ':' :". _ .
g ., T C ., C W +, ,, . 5 , T 1,. - ~. *. ? O'*O't! 7a
~
f /0 // /0
* ~
f /d D /? O )W
= -
1 ~ idA ;:?,
/4 /t '.
O. .
// /M /A U/ M JC .':ZJ o/ d. '
O
?gn ~
_ ,o 34w #g 84 ' jf erse; -;hi_.-clored sa-r: -1"< ; 3/4 "i - - i n H Ja m \ .? san race ?L -- -"17es. w . s., Q. . . '~. ** ? U C ; 7 ~01.T; aar.G ;
. Y!r . .: _ -, I d %' N mg " ., ,,,.p..c.. . !cqir. -ai g 2 2 .1. ' -
n -: v 5.. . '. - 4 0002 _ 191 Shee: 106 A. .end-2 (E-2-o7) G
GILIERT ASSOCIATES, INC. ROCK C1.A5SIFICAT10N, SHEET SHEET 2 0F 2 DATE 9 - l'- 6 '7 r Met Ed Co. No, l.192-51 oRitt note No. M-110 CTOR 'd *' " . Ea'"?d a
- SITE AREA **b aa a Vila T='s-d ELEY. 1
_ m n' IE W C00RDlHATES ANGLE ver*ical r_ i t BEARING
> BY: GWL DEPTH 3b'O' Ca'e _ DE5CRIPTION REMARKS Rec. e f
3
, e 3 Rock type, celer, grein sine & shene bedding (engle thickness), frecrue's, foules, Candition of core.
1 - c[ j loints (engle, filling, etc.), permeability, alteration, weethering, cheenical Escoveting evolvet
> QC d compositlen etc.
r-
=
w _.s s Begin cering # 22.h' Z
'/ Silty shale; brick red; : red. nard; : oderately croken to -
ff f.J 27 3', 32 4'-33 0'; many li::ry inclusiens; beddin;- indis*p et _- top of sou.d .? _ 14. 4.
- tl. .
m 49 . /. .us - 3.Is,: Sandstone; brick red; med. to coarse grained; ;;ced c:re;- e >:,
. .za ..,. ,4 s4 .. w .,tr o , c _ c _u. _4e a . . ,, . , a 4 i $ 4 . ... -
T. D.. No loss of drill water _-
.. . , , = 0002 1929 ti 6s 6 .n i
Sheet 109 Amend-2 (10-2-67)ene. ass use [ ]
GILBERT ASSOCIATES, INC.
$ OIL CLA$51FICATION SHEET l J 1 SHEET 'ROJECT : WtEd. So . w.o. bl < 9_51 SITE AREA S M . '" I a T*1mrd ORiLL Hotg
- 0NTRACTORi?cn. 3errices COORDINATES E L EV A TION
)RILLER : GwL0 HRS.
- LA551FIED BY : 'ric DATE: 7 0CJ7 24 HR5 C oors e g 5PT Grenular REMARK 5 Soll DESCRtPTICN W 5eils Blows / Density for Consistency), Celer
? N5;'"[,' ", , , ;, o,, ,
j 6 in. I 4 Seil Type . Accessaries 6 Core R ec. G'eund water, Censwuction Preble Ru Cm
- 1 L 3 3 h h*f8EfY8/e{.sW su t, uaa _
7 L ; 4 f r, 'T c es e +4 :.ed, dense, betwn f. to ><. c re e k i : _ y y ,3 g l c ,'_ Coa rst sand i gravel, traCC cf cL1 t
.'i ? _ ; ;.. . 'I f" "N..ir 3 E c 11 11 ?
tc Nr ." 4 1r '^ 14 .di - -
~
I
~
4 ? 11 10 [ 7 le 17 ers [*N -
- s,j Hed. dense, cea~e rand k travel, -
,3 ,3'~ ,4 ,e ,, r.ul ti-colored, wm sn s 3 .pl c a ? wt 11 1: . -af L
1* 3,
" 7 ", , 9p Yd.ed. cense to cense, dark ' crown, - ..ed. sand .2 gravel, trace of siit - -cist o c .f g li 11
- [o se 12 11 L1 Lo q.17. dense, :ruiti-colcred sand v
~
1- o e _
<* gravel, trace of silt, clay ' cea 1 tcist se - . . . - ,,--? c4: _ _
s
. sense to v. dense, coarse rand & }j* gravel, wach sample ,lh 19 76 'c -
_ ,et a y, _ _ l
- No san 1 ? *i) - y ,_ -
a _ _ l 5egin coring 2 24.6' - l j l O :- e , \ _'
- 0002 193
.,s _
Sheet 110 Amend-2 (1.;-2-67) o
1 1 1 GILIERT ASSOCIATES. INC. i ROCK CLASSIFICATION,5HEET 5NEET 9 0F ?
" " ~ ' '
DATE r Metrocolitan Edison Co. NO. LlCS1 DRILL NOLE NO. ]tt '_ "_ [
" TOR F't'. . 9errtcea SITE AREA m. ~ a va'a * * ,. a ELEY. vna' lE 'Y COORDINAT ES ANGLE + ' - ' ! .. BEARING i sy GwL DEPTH y nt Core DESCRIPTlON REMARK $
Rec. y e 3 Rock type, celer grein size & shape, bedding (engle thscliness), frectures, faults, Condition of core, f I { c[e ] lointe (engle, filling, etc.), permeability, etteration, weathering, chemical Escovering evolvet
) CK y compee stien etc.
1 m Begin eering A Ph.48 2 3 3
$ ~, 2r.o Shale i sancstone, intexteddec, some liriy inclusions, 2 bedding 3h%h5gbroken 't wea thered 3 26 >c ' . *'n0x - bricit red ij t Sand $to$, b 5cEed w/ gray streaks, f. to med. grnd., 2 a.4
[. shaly in spo ts, some 30235* cross Jcints, med. hare, swq-
,g , red shale interbeds, bedding 3 30131*belew 3h ', small -
P, at._r slickensides surfaces @ 36.5', good core pieces o.1.5'-
, sc e_u ex n stm4..t_ro m i n, ,c em4n n +n_ - . .- m. s . .
f.4 bU M*k. NbChi bh1 i ky sfal, imy, inclusions.,13c'C calcite alg.,- a e
, kg// .q. ,e snate, rea i green some oossible horiz.troslickensides ttled; Hi?d,"ipbar5~
A to 'bF 8
.l '-10 d8sisicagd,ma-aam -n -r-slickersider Sancy snale, brick red w/ gray sandstone, interfingeringt l some limy inclusions, becding 3540, good core 1s .
Ar Limy shale, green-(fh 7.2 ' to L7.h', broken green shale - w/ organic mat'1,) rec decomposed shale h7.846.l', wet, - clay consistency, rock broken h949.5' w/ brown stain, Z
, / ar weathered h9.5-L9.6 ' - ..~ . Shaley sandstene, red, Sard, fine grained, becding 30"4@ , ,; some cross joints @ h5,# good T re-pieces to 1.F', Mn0x Z ,e - staining along scate fractures, calcite along o thers, # Z , .) 60 joint 4 71.3 '-77 ' w/ calcite, excellert rock below -
r., su' (... . :
.( .
h 5 O
<e t gj .c. - 0002 194 Sheet 111 Amend-2 (10-2-67)ese.sne use
GILBERT ASSOCIATES, INC. ROCK CLA511FICATION, SHEET SHEET 3 0F __3 DATE 7-?f-f a
'ROJECT Va*& ar'4*sa 7d4 er a "+- -
NO. L' u_a DRILL HOLE NO._
- 0NTRACTOR Fdn. Services SITE AREA 'Thra e V il e= Ta'and ELEY. y
- 0RESIZE U ;_ , COORDINATES ANGLE e_ w ASING E" BEARING
.0GGED BY: GWL DEPTH Igt, Prese. Care e
DE5CRIPTION R8h Test Rec. e
'1 3 Recli type celer, green size & snepe, bedding (engle thicliness), frecevres, foules, Condis ten 3
a-
.Il ,:o =1 d e ieines (engle, filling, etc.), permeability, etteration, weathering, chemical <e- ,eeiesea Emceestini lco
- FJ
- ta . -
yj,* As above -
- 11 . r .- . tr. o -
5 m // Shale, brick red, scme calcite filled joints, two small [/ ot A* O.l' broken :enes 69.h-90.h' - med, ha
- .// - /so .
Sandy shale, brick red, med. hard, excellent core.cieces-_ I'd 3 2', fine grained Z [
- n
, _, /</ , , , =__ )- T. D. -
s: - No loss of drill water Z u - _
- 2 0002 195 Sheet 112 Amend-2 (10-2-c7) e se. s i
l
GILBERT ASSOCIATES, INC. ROCX CLAS$1FICAT10M,5HEET $NEET ' 0F " DATE "' 1 0 C' r %= . v4 7 m vel e -d NO. i y p_ DRILL HOLE No. "" ' / CT0g Fdn. Services SITE AREA D a n e +n
- 2" 41 4 4 ~. ELEY. 700 - A' EE NX C00RDtNATES ANGLE 'r * *
- i a ni ha SEARING sy: GwL DEPTH 1 20 .O '
Co'o D E S C R I P T 10 N REMARKS Ree.
- _e.
- e 3 geein size & shere bedding (engle thicknese), frectwree, faults, Condition of core.
[ l g s', J, Rock (engle, joints type, celer fil lIng, etc.), peraieebillty, alterevien, weethering, cheniisel Eaceveting evolvet 3 GC Q conspee stion etc. 7e
- 4. 2 2
1 Overburden not sampled ; ' Z Started coring
- a. e, ya n.e sec e ereen. _ many al::a inclusions . snaiv 9 sancy.
.. as az r a re. , .wre 1 -+ a , , e r . s vn u. s . en -aenva-vi -. ,e-ec.c rnns m - ,n,. e c r e w r u me: ne ..,
Green limy shale, cadly broken, brown stain throurhout * "*"C 7.' 2' s *"* 27
/ Red med. hard shale, badly breken 2c.0-29.6', occasional. good rock bele high angle slickensides, greenish color at 25.0-29.6's --
9, gg , ne li%_ _k" Wh 3_1M.
._if_.clusio ns 31.6-31.8', some small,1g_9,9t 50* -,27 .6 ' , co re pi #22
- Red, med, hard, v.f. grnd., shaly sandstone & sandy shad, much grindir
./ ;:* varies from nearly*all sandstone to nearly all shale, Zof core ', bedding approx. 35, few incipient calcite filled tractures, n er .. occasional limy inclusiens, core broken a t end of Zgood sound roc runs- probably due to drill blocking. -core pieces up y" 52.5-53 3' sof ter shale. 20.9 -57.9' some marbling at 56.0-57.0' Z ,, u ** /f core pieces increase in length belcw 57.0' up to 3.h' Z ,, in length Z na ..' :
ss 37 .* l ru .. r l l IT to , - a . Z 4e **. m
,u Z
d Aff -
,O Grayish red, fine to med. grained sandstone, med. hard [some grinding 3 g, ; 9j 'g to hard, calcite alcng some partings -core ,' see sheet #2 good r
- i 02 196 Sheet 113 Amend-2 (1c-2-67)8 e 438 1, t o
GILIERT ASSOCIATES, INC. ROCK CLASSIFICATION,5HEET $NEET 1 oF - DATE l[
'ROJECT Thra e " 4 l e T .12 - -
No. I i 19 :"1 DRILL NCLE NO. I
- ONTRACTCR Edn. fer*fices SITE AREA "-:+-_;q-.
ELEY.
8
- ORE $1ZE -
COORDINATES ANGLE
- AsiNG b" - 8E ARING ,
.0GGED BY: GwL DEPTH Pres s. Co's I D E 5 C R I P T 10 N REA Tese Res. e f "3 3 pe celer grein sine & shese Coad6elea J2 1 j (. 3 Reek icine. e[ea,,le, filline, ee..), p.e.eebilier, eieeeeesea, -eeehe,6a,, che.nicalbeddin, (engle eheekness),
Emee e.6a. 4. Jo a y s e=,esis sen
. Na .... rtigr. ar.gle c7 joint at cl .7-c?. / ', calcite adry plare,- c rille rt
- ,* .. becdira; 20*-35* --
*a. n
- ". some small 1.imy inclusicr.s 7c.6-19' o ? . /-c J . 5 ' -
- .ut *:o r i
- 97 '#
[., c6.7 A).5' nuh argle 't.er riy vertical rillec 'racturr5 truita te
,. l'illec w/ whit.1 mineral) .eck hrrken in cy mt= t:: _- a ; r.e frac tures ar.d l'ints -
cruck -: l l. i. frcm %-M' y Ef calcite and &l' ems.mera h ea lel Z
/** If *.,' . olc fault shewinr 2-3" o' set cetween le;;cm v 11-e 7 nrier o. ;- 85 .. clusions ncvener,t prot atly ecured early 1. - at rt/a: ,,'. litnification as a result of reed'u: t cre er tecs duc Z s'rit o- '** so to su e' s. ;
rcrinposed leasiir.g. Ire i T' m-
';; frc' . j V " t .> a . }" : , - s- ,: .
- ) .- an ,
, , , acek beccmer snale M-??' w/seme s .all r. eker- -
1: ze *. sided surfaces, 95.7 ';7'-ererer 6 / green rurfaces-
} ,
(* . ; .- and calcite, brown s tair.ir..- - s - mar l _
~
- .r '. Orayisn rec, mec. narc te ncru, fire gra rec ranos ter c,- tr 2Mor
- j,, y ; ,' , core cieces ').S-3.5' ir lerrt.h, ex allert rock, Nccccc themwm
- .. . Eray, fine to med. gra irco esnds tore a t i ".'. .'.i' , sc * -
fi!. c*
- er '. e. incipier:t mir.eral-filleu fractu-as, reek reddirt - eray Z tr :'
.,j along fresh breaks across core - . .c 6 .. mirer broken shaly zone - ;19,.1-111.L ' Z
- i. -
~
iso 74 . nJ -- C, inc lu sicr.: ;-1 vie r unei-- e ra te a < :4. .- ma 11 900c i . s-11/ . /e' .pa ra r.c !t 7ni U' 1x.- P - 3: --4 +--r-L e.- t. t 1.u<:r
. . .- m ..
Z Icst u-:
~. I a t 7s '-
ircicatc e _ ,
- : 0002
- 197 0heet l'.h AmarA-2 (;C-2-C )....:
GILDERT ASSOCIATES. INC. 50ll CLAS$lFICATION $HEET SHEET 1 0F J
% .e vdia i M W.O. M 0 ') A SITE AREA o.s +n - 3'H'dd-- DRtLL HOLi'. N0 07 TOR : ?+ - Camdaae COORDINATES ELEVATich *04 a
! hbitsky '? -C ' cwtaHR5
*D SY : CEd DATE: 6 )-6 7 24 HR5 lb 1 C....
5py REMARKS G'4 .Au il. 8*' ) Soll DESCRIPTION i i
> >.- s . .. . c ....... ,,. c....
S.,,,,......... 3 g
- R,.,2 c.
m
- ,.'c;,-
a . ~ . . .. l 1
,, ,, _ ,,, c ,,. c... .. ... ..... .... ,
2 L 2,oose, carK Dr irsvelwn, SanQy s11t, 3 C.'" 9 1 2 3 LS _ % ,,43 5 5 I,Lf, goose, dark brown, silty sand, trace 1 y l .. .Med. cehse, brewn silty fine sand
- icwer +e sen om 9
9.' ' .'c gravel, very sligh+ trace of cla: - i 1q-3c ./sec cern. 1 m i' jg il l ,' coeff. e:ti ate 2" Sub ant 7 7, ,, - tc red. et ] w n
.g - . -
10 28 .f 76 33 f ,,.a
~
g g i, , _i. cense, carx crown, gravel - o multi-colored grev
. clayey sand matrix ang - and reck fra w.cnts 21 M /.' '8 to d - in wet sligt:tly coMe g 29 33- d -V. ,,3 rdd. -
atrix W U b* dense, brown sano gravel, - 21 LO 31
.I -trace of silt
{ :-m relatively clean
.f. ." to "
est, k- 10-2 :n/see 17 1C * * *
. 2 cm 9 22,v , ,)_Jray weatt.ered shale / / -
o ,ya . w =. , t . .. s ,-e,.
^ ?:o less of drill wet-
_- i
~ - l . 4 l
1 l
\
- 0002 198 O r..; ~
~
(\ . , o - i
- 1 o^' 2" Sheet 115 Amend-2 (10-B47 1 i i l
i
GII.2ERT ASSOCIATES, INC. ROCK CLASSIFICATION, SHEET 5NEET 0- 0F DATE -'fi . ROJE"T *"a* a ? " ' s "'4 NO. I3e=m DRILL NCLE NO._2,; OHTRACTOR Fcn. Services SITE ARE A :a v +n- "<" d ' d i - r ELEY. W ORE SIZE 2X COORDINATES ANGLE .
. A SING h 's BE A RING DEPTH
OGGED BY: GwL P re s s. Core DE5CRIPTION REM Test Res. e e e 3 Rock type, celee bedding (engle thickness), frecewees, faults, Condition . 3 a.
.If 20 1
m g - a joints (engle, fill *en.n aise & she,eng, etc.), permeebelity, alteretion, weethee6ag,Escoest6as
. ..,e s ,,i en chemical 1 =
i -
, u_ , -
p 7 Shale, brick red, slightly silty, becding indi.* tinct bd slippage V O ## fg/ QQj ipgylat_ ,-_m fractygs },,3Q['z.Q*ancles breaking core-n, ace SQM.n
~^^' #:' Sancstone, brick red and ver/ licht gray, v.f. grr.d., -- ',, speckled, v.f. grnd. - alros t siltstece, bedoing 4 30' - gcod we g "
core broken cross fractures attbeccing 30' bedcing plares in h-10" clanes occasiorI slickedcieces,/some w n gy .,- coated by 1 n thick CACO 3 (?), occasior.al t l' shaly
*** bec, incipient 70*-80', verv *ight joints, sligt vurg Z ro loss ' ~ ' . v3a ra r.ce a t 39 ' , 1 -7 m v ars , cu re b roke n in to t l'" Z water g .'.' ;.ecas to 39-h0', cpen vertical fracture L2-h3', broke- ro ck, Ca CO3 coated, beccmes shaly
- h3-kh', conspicuous Z
'y , .I vertical fracturing h5-50', oxidized surfaces, rock brT n *r e- in max. 3" pieces to 5')' - ~ * N-5 sore lat - sliccare f"ecturn No te : 3roughout sandy nortion of core, the rock Z has subtle =o ttled appearance rese-blire --
diareretic congl. Delieve much frac *ures and - slippage was penecontemporaneous w/ diagenesis.Z Samples taken and sent fcir t esting fren 37-30., C 3 3.h -3h .l ' '< hh .5 -h5 ' . Z m *x tes ts -
\ -
J- .-. a E 0002 199 I Sheet 116 A=end-2 (10-2.c7)e... l
GILBERT ASSOCIATES, INC. ROCK CLA$31FICATION, SHEET SNEET ' CF ' DATE. ' ' #'
-h y mh me vile Tel m ed NO. ' ' M tm DRILL NOLE NO. 3D 0 U .CTOR ?@- S a '-*4 am e SITE AREAh +-- e.4' u-- ELEY.
ZE N COORDINATES ANGLE "*-t % 1 b" B E A RING 3 BY: GWL DEPTH 9 O' . Cwe _ D E SC R IP TIO N REMARKS Res. .E o i $ Reek sein grain else & she,e Conditice of swe. { a m l y j g j iesneele5fle, fillias, ees.), emmeability, eitweeien, weethwias, cheeniselbedding (eagle thickness), Escovering e=elve- fractures, f e e...sie s ea e's. No sampling in o~erburden . C C s.s o tr o
/ / Erick red, med. hard, si] ty shale, some black staining, _- rock acpears p some vertical fractures, many irregu'ar li. y inclusiens _ sound below ?
oo
/// to I", slickensides acrocs core ,? ?S.2', short pieces - de#tnitely be tar of core, max. 3.2', but gecd rock - ?S' no na M I M *Aeb' @ *b b ?mmgttled, slickensides alorg h5C fatera desic p
Silty shale, bricic red, some CaCQ n / 1/8" liny inclusiens, good core, 3 alone ha rd, omrtings, some bleek s +.1* rire _-a br t' e
/ some partings, core pieces frem .1.7', some t ri.ndinc oC core ye e.! Z Sandstone. med. gn'.d., red k gray. ver+ical jeirting h31 ,,n M _ c i .r r a ~. .. / Silty sha le, brick red, sa' 'y @ hh-hs'. -uch ,-rtrding ~ brrken h7.6-L of core, seme 1/88 lim-/ inc. siens, breken h'.3-h3', h5*z accears to be slickensides i h8.5' w/ CACO.,, se-e incipient ractures -
to drilling
+1 across core 9 h6'-h0', seme' black staining throuer.out 2 -r a / rf a _
T. D. - No loss of drill water Z
- No te : Samoles taken m test.4 are f 5 ( 28-78.5'i,2
#6 ( 33.3-33.9 '), #7 ( 3e-38.7 '), 48 (h1.5- Z hl.3'), a $9 (52.1-52.5') _-
q W' '. ,. -
! 0002 200 Sheet 117 Amend-2 (10-2-67) ,,,,,,, ,,,,
i l l 1 GILBERT ASSOCIATES, INC.
)
/
$0ll CLASSIFICATION $HEET 5HEET 1 'R OJ E CT : TFr e Mile Islandv.o. L102 51 $1TE AREA Reacter Buildine DRILL HCLE ~0NTRACTCRs Edn. Services CC04DINATE5 E LE V ATION iRILLER : Kubitsky GwL0 HRS ,
- LAS5iFIED SY : *3
- DATE: 6_20_67 24 HR5_ I i
C oor.e l 5PT . G'*auler REMARKS j g , SOIL DESCRIPTION a Seite i Bl -'/ . = d Chemical Comp- , i8 e D.. i., < , Cen. i....cri, Ceie, ; a3e,f,e it,:;a, o ,,,,,,, ,,,,, j 5 a. 6 In* e 5.41 Type . Acces.eries J, - d Cere R ee. G'*u ad **, Cen.erveelen Preble l j
> 6 12 18 o.o R ua Core ,
p.(rown sandy topsoil wet, Lo 4" suc .ri!c.- rdd. suo a 3- 3- 2 4 J
. wa,7.e c.
2 n 17 9 E*. fed. dense to dence, brown f. to cearse .
., rand & gravel -
3 16 15 1C sub.- dd.
. ' . Icce o- .
angular rock fragents t.o}" \ l L 7 1C Q ..- to rc.il. 5 ic 21 6 a .'- - - dry -
- 6 8 11 21 . e' oo
; 7 1C 8 11 WAgarse, yse sand & gravel med. dense to dense sand &
wet _ apcears to bc 8 1L 7 16 : e.' ' ravel - 9 12 15 17
- g believe blew c good due to nc .
IC' lt 15 8 *
"i ccbbles & boul ;, ,' _d f._
11 17 LC encountered bc c .-. - Boulders .
. ,<e ,. .p g. _
a o. . sculders . 12 1C- le_ 13 ,,l A . D':k 31t
./ * -n r -
Started coring O(i .
- : : 0002 201 Sheet 113 /cend-2 (lC-2-c7)
- l
GILBERT ASSOCIATES,1NC. ROCK Ct.A551FICATION, SHEET SHEET 9 0F ' DATE 6-20-67 r % .. v41. TMin-d NO. 1107 8;1 DRILL HOLE NO. * ~2
- TOR % '= 4-== SITE AREA D=a+- c.,4 u4-5 ELEY. 299.6'
'E W COCRDINATES ANGLE vertical SEARING e BY: GWL DEPTH 120.O' Cw. _ D E S C R I P T 10 H REMARKS R... 4 ; . 3 R..k er.in sia. & sh.p., b.ddin, (. l. thiclin..s), fr.ctor.., f ules, C.aditi.a .Ic.c..
I i g 3 i.i.e. tI.p., a.i.,s.l.e railias, ....), ,., 6.iier, .i,.,...a.., . ,h.,6..,ch. i..i E.....i.,......
) v 8.**.soi.n .tc.
erc. Z C 2 ar a ,. r Started coring Z l /o Red hard silty shale, broken to 24.4', rest of core is -
* '/
good, up to o.8' core pieces, slightly 11=y to 29', -
- V8 changes to very limy, red a green to 34.L', slightly Z
*# 8 limy 43 3', slickensides at 23 6, 33 2 & 34', alor.g
[ bedding much grinding of core at bottom of mn 38-42' 43 fL
~ / E =
n &4 - m j -
// v, s : '6 VL .,E 2
Red, med. grained, hard sandsatone, some broken core ZDlack stain or C
.$ y,.,, L5-45 5' cpartings <*a u / Redsiltyshale,hard,goodcorebutsomeshortpieces,b some healed joints, vertical,and near vertical, becomes-grayish red & more sandy at 58', slightly li::y, slicken Cdes across core along L5* bedding plane at 48.4-L8.8', some -
' 17 I8 mineralization along partings --- m , -
// c.a.s : . -w ceccang- ot fs ff Interfingering sandstone & sna.Le, narc - no ;artings l ,/.I, at interfingerings, slightly marbled, vertical mineral-Z stain on parti "' ized joint 64- 64.7' ; good core l
n .(pg.. m n /6/
+.1 : 0002 <302 1 hr vs.o -
{ [, ~ Aar, # /s// Red hard, silty shale, short pieces of core, green colorZ o0" ingle slick
'y -r 9 m i n 7 m-+ % e. it 71 r, 75.7' -
side at 75.6' Sheet 119 Amend-2 (10-2-67),,,,,,,,,,,
GIL!ERT ASSOCIATES, INC. ROCK CLASSIFICATICN, SHEET $NEET 3 0F DATE 'F-ROJECT Three Mile Island NO. L192-51 DRILL NOLE NO.d CNTRACTOR Cda_ emmeda== $1TE AREA h+-- o * ' 2 3 .- - ELEY. 299. CRESIZE "Y COORDINATES ANGLE YOIDIO A$ LNG B E A RING OGGED BY: GwL DEPTH O' I Pr.es. Cme . D E 5 C R I P T 10 N REA ' Tese R.c. 2 e
)
i $ Rock sol.a green eine & shop. bedding (engle thickness), frectuede, f aults, C.ndiesen ' s a-af
,:e =
1 3 c - i 1.ineele'n*fI., tilling, .ec.), p.r .bilier, ie.r es.n
...,.s i e s.n ....h.esag, ch.. aces E n c e..,in, l u.
Pf , led a green =ottled shale w/11=y inclusiens up to :" [ core pcs
/00 ft &' Interlaminated, hard. fine grained sandstene & shale, rei or N /r r k , reddish, gray, occas(gnalji:;7 inclusions, broken reck Z some mic -,n.- -.., n-.. --- .. , . - _ ' j Shale, hard, red & green cottled on top & changes to greg , )
er o green shale is 11=y, 83 5-83 8' red mottled shale w/ blae core p '
/ srganic pieces, breken, sc=e casting & desiccated appearEce 1.8 Er green grades to red at 91' // -
j
/
[ eo 2 i
,, g // Red shale, hard, sandy, changes to sandstone between 96.e-core pie / 97.8' & back to shale at 97.8' Z2' 1early vertical healed joint 101.5 to 102.2' --
excellen [/ :hanges to shaley sandstone 101.4-102.2' & 103.6-110.l' _
= /[ limy inclusions below 112' o ~
- 9/ 6 =
/
91 71 / _
/ / =
f
/ / _ ,,.. /, ,... -
T.D. Z
= = = =
O _
=
0002 203 Sheet 120 A=end-2 (10-2-o7),,,,,
GILBERT ASSOCIATES. INC. ROCK CLASSIFICATION, SHEET SHEET ' - _OP 1-DATE 7-17 ^ 7 ve trecolitar Mi!On Co. NO. f.1 o o .c1 DRILL HOLE NO. "F} (D
- TOR E1N- *
- r*? 4 a * * $1TE AREA %= rd s n'-a ELEY.
;E "I" COCRDINATES ANGLE n-+d,'
ha 7d -9' SE ARING BY: GwL DEPTH Ka' Core D E $ C R I P T 10 N Ree. e REMARKS f
- e 3 grein size & she,e Condition of core.
{ g - c Reek(engle, leints type, celer fil lIng, etc.), pern.eebillty, alteration, weathering, cheinicalbedding Escoveting(engle evelvetthickness), frac
= c.e e.fi etc. ?o' I
- m. -
~ !.o sampling in overburden - ~
l ~~ C 12 2 SS O l'.f- Shaly sandstone, brick red, v. f. grnd., bedding 35'-h5*- is short pieces of core .1" max., loss of core due to
,U - , , , , grinding -
f* Sandy shale, brick red, v. f. grnd., short pieces of Z tr core broken, h5'slickensides 3 32.7', h5*slickensides P_ ne 3h 3h', core loss due to excessive grinding, Vx0x stais. 18 ing along several partinga Z y, / 32-h3.78 much incipient fracturing 's vuggy aopearance - ir e ,6 Jh-53' many limy inclusior.s 1/32" in diameter
//
fo much CaC0 .atineralization along fractures Z y '/., h3 7-53' ore improves, pieces max. of .h"
,, o / _-
is _
^ si / _ *e -
Z H vr
,,. l/ , , . _
i "
.. h. _
1 l tb loss of drill water Z t- .' .
=
0002 204 Sheet 121 Amend-2 (10-2-67) , , , , , , , , , , ,
GILBERT ASSOCIATES, INC. SGil CLAS$lFICATION SHEET SHEET 1 ROJECT:M*t #d S - W.O. t107 C' SITE AREA % -= a M8'a T a l ed DRILL HOLE ONTRACTOR:IdM* Ser*/ ices COCRDINA T ES E LE V ATION RILLER : GwL 0 HR5_ LA55lFIED sy DATE: b-13*b7 24 HR5 _ C earse g 5PT Grenvier REMARK 5 Soll DE5CRIPTION W 5eils i Blows / I $e d Grein Chemical Cem,, 7 as Density (e, Consistency), Cele' 3 Renee
, e Sise Shee. Geelegic Dere, j +>n. .E Sea T,,.. Ae. esse,i.e s Core R ec. cre.a .e..r, Conservetten Preble Re Cm , , y 4 ,',,(. J.cose, brown very fine sand, scee SM ,,
_ fopsoil, black X, g avel, trace of clay < *
- _ l.5-30' 2- 3 4 f n 1..
3 io 8 #1 ', p Fed. dense, brown, fine to med. , km 10 '- 10~3 4 , g j3 -silty sand a gravel
. 2" Ang. - sand slightly ;,, .- to - 'c gravel Ocn'.e:
[ lo go g3 _q y3 _A4 - s ~.A - g 9 9 gj, cc. cense, crown fine sand, sete g av n , ,, , ,
- ~~'
7 is 8 /e *N ie r
- rdd.
g 9 j, ff #,} K,e,d dense, multi-colored grt. vel, se re
- 2" Ang.[ 2, ' 2 3.,7,[~,*.,4Y q et r5 to % -5N dUsE,S.dNF-c8
~. _v Idee"61Ye1 & re 1. + 2" Cub a-: r- 30-LO%ca-5 . i ou am u _ - -
Io T rJ 77 ?.'*.* ddd , , a n 11 4r 7s* o
,' f.. Dense to very dense, brown sand 'e g av 21, Et i < 2" -
e s. v 7. -
- (* _ trace of silt Sub - suspects cebble ju<
o pris 94 , , , ang. - suspect, co'cble.
'3 II 3' 3 i ,* , ". dense, becwn silty sand le gravel " ]orecovery Sub a' g . flo Wg k *.,]:,,_ .o .s %- -
Begin coring d 24 5' - 9 I a 0002 205 a Sheet 122 Amend _2 (lC_2-o7)
GILBERT ASSOCIATES. INC. ROCK Cl.A1SIFICATION, $HEET SH r. ET 2 0F 3 CATE 6-13-67 r htmen14te 7disen Co. NO. L192-51 DRILL HOLE NO. U*3 OTOR Tda % M oam $1TE AREA % M e M47* T91trd ELEY. 200.8'
!E 'ff COORDINATES ANGLg vertical L" _ BEARING ,gy, cut 16.9 @ 1.5 hrs
- DEPTH 120 .0' Core O E 5'C R i P T 10 N Res. e REMARKS f
, "I 3 ,,ein sine & ehe,e bedding (engle thickness), frectures, foules, Condition of core, f 1 $ j Reels type, loint (engle,celo,!!ng, fil etc.), permeability, alteration, weethering, chemical Escovering evoluet > a < empes ition et<.
C C w uf Begin coring @ 24 5' = n 1" a., 'f.j!,
.s: ,.a.s Sandstone, brick red, med, hard, badly broken Z h
Ja 43 Sandy silty shale, brick red, hard, 45 bedding Q right Z l W f angles to joints, slickensides diagonal to bedding 9 -Lost H 2O (500 33 8, 34.1, 36 3, 37.0,42.0', 45*slickensides @ 3a.5' La 38 5-44 5' fee 7.. /- & 44.5' , soft weathered seam 43 1-43 3', core broken Z to 31 5' & 34-37 5 ' . 40,6 - 42.4 ', 44 3-l.4 5' many vertig1 i nr / fractures, very good rock below 44'. - t I. -
,/. _
re. os. :
/ / y -
wt : l Y=
- El 8 . .
Some rehealed joints'60*to 70*. ; 97 (,4 "" m l 53.o - i 71
//
f/ j/ 58-64 5' Shale, red & green mottled, desiccated appearage, hard, good core _ Ice
,/ W e' : / 64 5-71.8' silty shale, brick red, harp, 40* bedding Z c.ht / / w/some cacc along joints, good rock, seme healed /* tb highanglehointing -
v ,. 9. / : 0002 206 4.1 t see hf : Shee: 123 A=end-2 (10-2-67) es,...e ,,se
GIL'f ERT ASSOCIATES, INC. ROCX CLASSIFICATION, SHEET SNEET 3 0F _ DATE 6-l' RCJECT %* W Co. No. Llo2 Cl DRILL NOLE No._ ONTRACTOR Fdn. Serrices $1TE AREAThree Mile Island ELEY. 2 ORE SIZE C00RDINATE$ ANGLE YOf t 101 A$ LNG L" BEARING OGGED BY: GWL lb*9 E 1*5 hrs. Depyw 1 P re s s. C *'s _ D E $C RIP Tl0 N REa Test Ree. e
, e 3 Rockt pe celer grain eine & shape, bedding (engle thickness), frecturds, faults, Condition f .j,a o,. 2 I ; C j jointe feng,le, filling, etc.), permeability, etteretion, weethering, cheenical Exceestin, y composition ns 77 2. 71
- 8~h7,* 2 ',4sE*N4 thy 0A .,~ 33~I'bi brick red, shaley in &;.ots,
[
/ Silty shale, brick red, hard, ;(cod cere, pieces up to 1.Z seme rehealed [cints, vertical $nigh angle joints, breke" /er 7.2.
core St.2- 84.8' -
/.%C _ ,
g gg :. Sandscone, rec & gray, :;ne gra nec, mea. nara, accc - rehealed bedding joints #2 planes, broken 91.6-93.l' Z 9d ** due to jointing (=inerr.11:ed), seme shale interfingerinE ;
*; 92 5-97.2' -
i S7 I*e m ._'- 4 7. L -
#//l 9 s. 7 '
oCa**
- W W Ne * *C e
~
d' = -. - - - - - - - * - - " * , ---rd -<w---- Iee 7.1
'. toe., . . - Q 4 pone4 , gray, hard, med. grnd., gccc core-pcs. V.)-A.. ;rre(;u. /ed //f f ,a Shale, biick red, hard; 100.9-110' - sandstent. w/ mineral @dfract '.. 1 f4 102.9-103 3' slickensides A L5' angles w/ca' cite mineralia . _ation /j/) along them l
9/ to .. 1033-105.L' shale,redagreenmottled,hardw/much113 1/8" J 7f/ inclusions _ l ya 7,/ 105.L-109' Sandstone, red a gray, f. grnd., micaceous, E2mc cahle
,: interfingering l /* 109-119 3' li:r/ ahale, red & green, hard, some =arblingy-.breken i 9' U / [4 114.1-114.8' Z l n.- - !to.e 119 3-120' Shale, brick red, broken o end of run, crobaMy I
i oc ,, v - . .e, . . _ _ .._... - 1 T. D. 120' ! i I O - E o , E 0002 207 Sheec '.2h Amend-2 (lC-2-c7)s ... a
GILBERT ASSOCIATES, INC. ROCK CLASSIFICATION, SHEET SHEET I 0' '_ DATE W.+-.aan14+a= t'a4 ear t% . NO. h1 ca C1 DRILL HOLE NJ. 80 h /DY
*T0g Edn. SeMces $1TE AR E A _. 'Fh*ae Vil a 41,rd ELEY. ;g CI _ _ COORDINATES ANGLE ve rtical h" BE A RING ys GWL 17.O' t 3 has. Q f_e 7 ' ave , DEPTH Ch ' '
C=e D E S C R I P T 10 N REMARKS Roe, g f
'3 Reek pe seier green size & shope beddi 'ea le eheckar. s), freceve's, foules, I
GE y j g 3 j 1.iae lene,le, fillias, ee..), pee ee6 lier, eine 4ei.s.. -ee,wiae, che ical temposielen Condselen el core. Esce.e sas evolve, i 8 c. 1 4 No sampling in orarburden - fe<.
=
Z ss e nr r g Shale 'e sandstone, interbedded, some vertical jointing, h g :y some marbling, broken, short pieces of core, some limy
, , , ?[jj inclusions, bedding @ ho* some Mnox staining along --- . fractures, ccre loss due to grir. ding, very poor recover 0 .-
4 Ma *'
.n /.4. , -
m *; . n e. ~ I Shale, rec ' green mo ttled, hard, some gr.nding, slicken-ra "oie side E * }?,5', 55' joint Ll.5', elickenside diagonal semE d* 81 * ** d 1 I
** ,?.44.fl a._ < , ,'g, , Sandstene, red ed gray, cross bedded, shale interfinge_M ng i
c,- micacecus, some Cat,C> along partings, coor recover / We ...
- :, ar -
/
ff cnaio, rec 2 green, snort pieces of core, poor recover /Z
, 7 possible slippage plena 3 53' -
M / .f V e ~ T. D. ~ l : l No less of drill water _ b E 6 o 5 0002 208
.We Sheet 125 Amend-2 (10-2-67) ,,,,,,,,,,,
GILBERT ASSOCIATES, INC. 50ll CLASSIFICATION SHEET ROJECT S""* W 7a IM7 **'! W.O. llc 2-51 $lTE AREA Reacter uildinF DRILL HOLE CNTRACTORa dre Services CCCR DINAT ES E LEV ATION ) RlLLER : Kubicsky CWL 0 HRS._ ! LA551FIED BY : DATE: b-2b-b7 __ 24 HR5_ C orse 5PT Grenule' REMARKS z 4 SolL DESCRIPTION W 5.ils 2 , Chemical Come, Ble-s/ { j ' la-cE 5 j Density (e, Consistency), Celer .
"$,",',' fM G..legic Dete, 5 41 Typ . Ac.esseri** d Core R ec. C'**ad **.
censween n PreM. 6 12 is ao Rua C.re
. , 3 7 , by 5RE$00,4;; ravel 4 sancn sege silt, C.' b* fg.;cg. lad. . ~
2 3 6 5 l 'erawn sand and eravel, trace of sil - f'O
' - ~
os GM up tc
'1 9 la 7 . ,s 1., . . ..uc r:-d. to L 29 $0 ' 'i"rr rdd. "
r o- k . it Qtp41cer crv
~ - 71 1' 1h aj Zulti-colored cense to v. cense 6 17 12 lh aand <2 gravel, trace of silt, trace -
L . I' ** coal moist - 7 13 21^ 90 trace of clay below 11' - e 11 1 ?: ,):
~ ~3 17 15 20 5
o' [ dr/ IL-15.5' 13 c 13 19
'. wa sn sa-ole 15.5-17' ~
11 15 21 31 ,Y ~
~ . 'o l? 13 ?6 1e .#r ~
Cobble 17 -16.5 ' acis t _ a 13 IL M 60 N '$ - 19-?3.5' wet .
- .c ek ei' o :*ule..-s :
-nr -
8 14 _ e O :: 0002 209 Sheet 126 Amer.d-2 (10-2-67)
1 l 1 GILBERT ASSOCIATES. INC. ROCK CLASSIFICATION, SHEET SHEET 9 0F ? OATE 4 a4 -4' blC?-51 Dbf
'Th e - Vd'a T.1 i-d NO. ORILL HOLE No.
- TOR @ 'a" rd m $1TE AREA .e-+-- ,4- <4-~ ELEY. 299.5'
'E *! Y _ COCRDINATES ANGLE ra-+ % 1 b' BE ARING SY: GwL DEPTH I D .1 '
Core D E S C R I P T 10 N Ree. e REMARICS f
"'i 3 Rock type, celer green sine & shape, bedding (eagle thicknese), fractures, fs.Jes, Condition of core.
I { g j joints (engle, filling, etc.), permeability, alteretion, weathoceng, chemical Escoveeing e,el sti as v c om,. . i,s .n .... Yd Sample fresi 36.2-36.7' sent for unconfined test E eec - l l = ur ><r Started coring ~~
,2 so lj-M,'i Rec .t gray, f. grnd., micaecus, sandstone, ir,terlayeredN beddireplane$
1, , w/reo shale, broken to 28.2' w/sof t shaley tor.e 27.1- Z 35'te h5* scre 18 ff 27.3', bedding broken 312.-31.8', may be due te drill Z ma rbling vo #4
, blocking,- {" limy inclusters 33-33.5' ps ;; . . .s .-
dr ** l' 5" f/// -
... 11, No Red i green mottled, hard shale, some 11:7 inclusicns Z slickersides c ,, .,, 3 36.2-36.h', badly broken zone, greenish color, desiccateE some ces.-51*r 1-+, - 2 3 - /i 1 p ai fe f6 ' ': Reddish gray, hard sandstere, w/interficeerine of shale - # ' ; some marbling, bmken hh-Lh.?', some bish angle to Z com ces. O 1 .., y,. , vertical jotnting, beddinr 39Ih1* - 0.;' //j Red shale and f reen limy shale, interbedded, sore broker!
9g f4 7 pieces at 52-52.2' Z sore rrindinc
~
core m -
/> nn - '" IJ 9 / ~ Ao, Red ~ ,,,-. -n.
hard silty shale, sere breken cora, ray be due to
,.-e.,un- _--..,<. e-c . .a ,... >.r .a 2
10 " lookirre A M - {/' , Excellent : Brick red silty shale, beddire s+ LO-5C' 60* fracturas
- Mrf rect. or br ese y, 60', slightly sardy 60. 5-6 2 ' , 70 71 ' . 70 -d ' ' ,
M _ fn- 682', y tight cross-fractures '* 71*marles e 63.5' CACO 3 fillire STbss ef wa ter thick, tight cross-fracture % 70' eneles* '7', CACO fi21-j ' $[ /[/. lmm thick, also a third set 155 60*which is oeer v; e lori' a ~8s-ob icus which core breaks, 0.2 broken rar e 9 71' due to drillire-- but elsewhere reirr cut at (, ' s' .;s
\
17' 3s [ vibration on 70'0aCO coated joint @ 82, 85, 3 fill 85',d'/ery i i' t8'\ith6C t, " h' '* " "
- urbreken hol'
?^ -
I E 0002 210 Sheet 127 Amend-2 (10-2-67) ,,,,,,,,,,,
GIL!ERT ASSOCIATES, INC. ROCK CLASSIFICATION, SHEET 5NEET ' 0F _ ~ DATE '-d 4' ROJECT S rae 'dile Islard No. h109 ci DRILL NCLE NO. ;t{ ELEY. O CNTRACTOR #4*- C a *- d a a . SITE AREA "
-c+r:- 'fi.- .ORESIZE 'X C00RotNATES ANGLE "a**4cel
- ASING La SEARING 0q -
.0GGED BY: GWL DEPTH -
Pre s s . Core DE$CRIPTION R E ar Test Rec. *
.i $ Rock pe, cafe, grein size & shese, bedding (engle thickness), fractue's, faults, Condition 3 y g j joints engle, filling, etc.), permeability, eiteration, weathering, chemical Escovetins
- a. ,s ={ a{ c.m..siti.a "Z 4 _
/eo i. Z sea _
See sheet t1 Z
/** Ja -
4 no .- Brick red sandy siltstere, sordy certi rs nrwe " .f. Z eveeller
.f,! . , grnd. light gray sceckled eccearence, rec'e is cecerterc er , mottled w/ light black, gnren, ersy ? 1.5, '9 0 3, ^0, _ /** " *!. 100~, 10L . 5 ' z bedding incensricucus-L1* -
coas lau
** ". ) . occasional steep * "O* CACO and/o r 1 h o niso nsre centeh ** 2 ** *# 3
- , very tient .icint Z
; , , , 7, , .' 102.5' open vurry beddine clane -b'fw L:cf SiCp crystad , , ;.: .3 mr site -
- ,,, ,q- sbilar beddir.g plane vug i ]l5' w/O.Per c:7stals s Z
. J' a t 115 ' -- ' *
- zo 7 slightly broker 112-120' but due to dri:;ine Z 115-116' .5m: site 15y inclusicn rivice erl .arcerrarT :
i rock spring rii;ted, some ore left in hole or last run --
- nn * . . =
s..'.
~
i noa ste o
- r. J . -
1 5 [ t
'm aa .
x 002 211
.- y w
Shee '.23 A.end-2 (*.C-2-67),,,, ,
GILEERT ASSOCIATES, INC. ROCK CLASSIFICATION, SHEET SHEET 1 0F 2 DATE 7-12-67 r , __ Mat ~d Co. NO. L102-51 DRILL HOLE NO 3IJ"3bX CTOR 'd**. "a a rd a = = SITE AREA '"'- ea d'a 200.# ' t ' - - -a ELEY. Ig 3X COORDINATES ver*,ical ANGLE L" B E ARING
> SYs GWL 17 6' - o det CEPTH 70 5' Core Res.
- _
D E $ C R 1 P T 10 N REMARK $ 3 3 , Rock type, celee geein sine & she,e bedding (engl ehschness), frectuees, faults, I { Condition el core. CC y { C ] joints (engle, filling, etc.), poemeebelity, alteestles, w*etherieg, chemical Essevering e,easet 3 compee stion 888 No sa:Pling in overburder C l me .1Le
,- Sandstone; brick red; fine grained; very 'crcken to Z .[
broken with no pieces >3"; Mn0x staining 3 2L.0'; white - an . nineral on bedding plane 4 31.0'; bedding
- L5I jointing 2 ear
'+' vertical -
n JS .Y .
~
32.0' above beceres cors shaly; gradually grading intoZ-3 J.T . ' -
. a sandy shale - . s .w e .' .
9a 4 ..
.,,- Shale; brick red; fine grained; very broken with no piecU m ' , *., >3"; blue-green pinersi staining a 43.0'; jointing i 2 758 with bedding a 40-50* - . 3 5-50.0' more sandy than above Z
a ,- .. -
. zu -
fs 4r 7 3 hale; red i green cotttled; crcken wtth no cieces 3" 2 '~
- m. it.0-55 0' med. stiff brown clay; silty texturs -
' 8[ - -
m /// .,,_c Liry shale; green; broken wttn no pieces > 3"; hal-t - gp3gs arrggox
,, o f 3 hale; brick red; roderately broken; many small 11:7 Z Lnclusions throughout -
w /s ae _ y, ,,,, y
- ^*8 3 haly sandstone; reddish gray; fine grained; gcod core Z r dth pieces up to .8' seme grinding due to drilling; -
g,,t _ .[, ,' nineralisation (wnite) along scre bedding planes; beddinf-
.r. D 35-p*; becomes more shaly with depth ;
l i _ew:.0 I 0002 212 Sheet 129 Aciend-2 (10-2-67),,,,,,, ,,,,
GILBERT ASSOCIATES, INC. N ROCK CLASSIFICATION, SHEET $NEET 2 0F _ DATE
'ROJECT W* "- NO. e_c' DRILL HOLE NO.a l0NTRACTOR Fdtn. Services $1TE AREA 2h:"Ce P*ile I31E".d ELEV... ~ ~O .
OX a "e ** 00RESIZE COORDINATES ANGLE lA31NG b" BE ARfMG __
.0GGED BY: GWL 6' OEPTH _ .
Press. C ee. _ D E $ C R I P T 10 N RE6 Tese Rec. . e _ 3 C.nditi.n 3 a.
,:o =
I v j 'i g -i R.ch 1.iaes l ,as cole,llas, .ee.), pele.e.eien, w.ethering, ch..icelgr in sia. & shee. b.dding s., fai 6416ey,
. .. . .e i (engle thickness)
Eas.,.eing
- (T S/ er . . . 4s above __ . ..D. .'.~ 0 lo:: cf r:, .. wa' c :- -
l
- i l
1 l Z ! i
.m l l
- 1 Z i
- l r _, - g' . i .
t Sheet 13C A=end-2 (10-2-67.4 .. . : i
GILBERT ASSOCIATES, INC. ROCK Cl.AS$1FICATION, 5HE ET 5 MEET 1 0F 9 DATE ' ' h # 7 aw . v 4 ', T .1 s-,4 NO. L, c e _ c, DRILL McL,E NO.
a ff'
- TOR Fdn. Ser* rices $1TE AREA **Mc**? ""didd ~,
ELEY. acc d'
- g NI C00RDlMATES ANGLE ~+d -'
- i. B E ARING SY: GWL / # Z. OEPTH 'aa ^'
Cwe _ D E $C PIP TIO N REMARKS Re4. .! e i $ seier grein sine & she,e Condiesen el seve.
! 1 - g -
e Reek loines Efle, filling, e...), p.e ehdity, elverevien, weathering, che 4eelbeWing (engle thickness), Escovesing e.elve fracturde
, a d c a.,.. .ei.n eve.
fa -. 1sc. - Overburden not sampled Z C C n, 2s. , Started co ring w Sandstone, brick red, shaly, v. f. grnd., slightly
,, g . .:,,. -
3"
-l . micaceous @ 7 6 3', v. bruken w/cieces(.3, vertical joinr?5-26', *.' atr ' , bedding @ b5*w/ fracturing at 60? slichtiv v seer e 97 C-g g.,g Sar.dy shale, slight grayish red, v. f. grnd., interbeddd na h) 7/ .s.r . a w/ sandstone,. traderately _ brukan to_ broken, Fe0x staininr@ 99.7'. =au greenau-umwn m a seamn-n.> , organic apcearan:;e ee 60 Red & green mottled, badly breken, shale, 608argle -
slickensides at 36.h' (diagonal) Z as.a ara "-'
/** M t ,v.s 3 . :/ sa z Fed 4 g~sy sandsto w -. . wi ne,v med ha rd micaceous, some vertical-e ,- e + ,,4.,
3 g3.,4 air _ -
,,. 4o Red & green mottled, dessicated looking, limy shale, har=n ,
m slickensides at h2.5', diagenal acress core-hh-hh.5'- Z
.r a broken -tav be due to biccki e -
f.e 4 gf/ *'f Green limy shale, much calette filled incipient fractur- Jfs11ckensui
, tc.2M l', Md' y br9er ;;r: : " c' - " % : h b l : c k : g e r. C :t'l aco m .
Shale, brick red, mottled, good co ns, moderately brokenC t' bedding 2N35* jointing at 60t caco 3 on bedding planes ; some black st4 ise xa , ~~ 4 ee en -a rtm
** ,,M
- Shaly,sanEtone, . grayish red, v. f. grnd., good core, _- interfingerirs hard, max. length of pieces 2.5', smallest pieces 0.2',- sandstone i st bending ho*t, jointing at 60*-75;' abundant caco filled j' fractured 63-77', broken tene 9 77-78', small imy -
/.d .
inclusions at 76.5', some black staining ~ n u .;, .
,,, Y- /:
l
?;
- dlyL .
0002 214 m W - Sheet 131 Amend-2(10-2-671.,,,,,,,,,,
GILBERT ASSOCIATES. INC. ROCK CLASSIFICATION, SHEET SHEET 2 0F_ O
~ ' ' '
DATE --- 8ROJECT T3ree Mile Island NO. 11 CS c1 ORILL HOLE NO._ lONTRACTOR F-d - e --. t. e , ; r $1TE AREA C a v *M - % ' ' d d - c- ELEY. 9% l0RESIZE 'O COORDINATE 5 ANGLE -- lA51NG B E A RING
.0GGED BY: GwL DEPTH '_ S Pr.ss. C ., . D E 5 C R I P T 10 N REA T.se R.e. * .
3 Rocktyp. cel., gr.in sine & sh. , b.dding (. ngl. thickn.ss), fr.ceve.., fewirs, Ceaditi.a
;x .22
- a. ,:o =
1 v j g i 1.ines (.afi., filline, .ee.), p., b.liey, eie.,.ei... -neh.,ine, ch..iic.i 6,i.a Esc. weia. m Z x, 3 - un v. s --
/[ Sandy shale, crick red, hard. .ax. length of co re 3.1',__ ** slightly mottled througneut w/li.:y inclusions ? ;" diaq
_ slignt amount of black s taining at se.h' '493 ', seve >l - g/ m joints healec a w/ CACO 3 ( ?), bedding at h"/
- w/jcinting Z g go,7a -
a p -
- 79 7 - /- -
i!elow 97 ' .'ax. core length h.3', core broken 103-10L 8,Z [ f/ several mineralizec fractures, bedding at h3*w/jcinting-at hign angles O_ V w ses Grayish red sandstone, hard. med, to f. ernd., shaly - 139*7~ t- 135-130', v. numerous mineralized fractures filled w/ - 7- "m - i '.~~. white mineral, main fracture {" wide at 6"fdip,accareng clusion za i # l' ,,2. .r old placa of - -n* -c m .' M . 'n -a= L . Ei" vu-. r..r.o r ance
- Rec,pebsbly nard, sandyv.ove-en+. shale, core niece.*diarlace a-to.$',
up to reed com cenel is t. - - f,.s . Red-gray, fine grainec, sandstone, geoc core-max. pieces-
+ - .s':,- ,~
2.0,
- r. 3. _
i l Oi ,
- EJ002215 Sheet 132 A=end-2 (10-2-67) ,,,,,
GILBERT ASSOCIATES, INC. ROCK CLAS5iFICATION,5HEET SHEET ' 0F ' DATE Q - a 4* T w- + N ae, NO.
- L109 Cl DRILL HOLE NO. M CTOR Edn_ Sa-v4 . a. SITE AREA %e- e il .3 312-4 ELEY. W9 - s -~ r ZE v CDORDIN A T E S ANGLE "a"*ia.1 hn BE A RING
) SY: GwL 18.5' DEPTH M1.7' Cwe _ DESCRIPTION REMARK 5 Re.. f e "3 3 Re.h'I.pe,.elw b Co ditie el. ore.
8 3 1 as i v c - s i.i... ..i., nih.,e.i. eine & sh.oe..h.h.,eddio,
.empesitie.
(e .le-e.
....), ,.i..,..i... thi k..s s), fr..tures, h.,4.. h. i..i f.wles, E......i.....io.,
et.. Z s 14. u Begin coring 3 2b.6' Z see H F/ Sandy shale, brick red, broken throughout, coarse sand- Z stone, seam @ 26.2-96.5', organic mer 24.6 8 97.0', I micaceous throughout the organit- seams, Mn0x staining - sound rock * -
-[" A //
along some partings, beddine @ 35,* green shaley layer 38 3 @ 10.9'
'** L .'C Sandstone w / shale interfingerina, brick red 't g ra-(, fi5 ud :
W 3 s.r b , a _ % d a4 -.- e i y w - -a, ---- .,e +4 - s eig
- 7'..y -'.;
Shale, red 82 green mottled y
/** to 39.6 ', h7.3-h7.6',*Jr'YanidIfa,y. er broken e 37.6', @ 37.h - 37.7',
creenisn blacC"39-- e material, bedding 4 L')* o *s A ag" 2 F// Limy shale, green, smalls? Ear.id7s'e*am 9 h?.5', hi- h anelI." "
, , , g, 7A w.r 4,4-+4-, ?1v h eJ e e ' w- v.- --. .. ' 4 e < e s ma - ** 7/s Shale, red !.c green mottled, b:nken h3-h6.5' Z // ts.s -
y! Sandatone, brick red, fine isrnd.,15-55.6', med. grnd., ' fe. 6, ;-l some calcite along partings, 65' cross jointing 9 60.8' _ l
** :i cecomes more shaley w/ depth, core relatively urfractured- , 21 . he.5 _
- n. w... -
<=
- 0002 ,216 w.'
c,2 3 E w -- fa f,f Shale, brick red, good c ore, max. pcs.177. ,- u.c Yb ta v c -
~
5haley sandstone, brick red, few scattered limy inclusio
" M /[*
[' ,', some concentration of limy inclusiens 2 71.6', med, hard2opieces up to l .d. ,rA 1ard. 19'beddina -
, ,( <iandy shale, med. hard to hard, brick :,sd, sof t shale Z r
7h-7h.h', li.my inclusions throu6hout Zpieces um to ; Sheet 133 Amend-2 (lC-2-67b..n. ii..
GILIERT ASSOCIATES, INC. ROCK CLA$$1FICATION, SHEET $NEET E OF._. DATE '-
'ROJECT 5'*
- I S . No. L 7 c a . c1 ORILL HCLE No.
- 0NTRACTOR Edr. Servicas SITE AREA %*** '* d ' a N ' a ~4 ELEY. "00.0 e'
- 0RESIZE '!v C00RDINATES ANGLE 'a**d"
;A$gsg hw SE ARING .0GGED BY GWL 13 C' DEPTH 'o?
8,. Core D E 5 C R I P T 10 N RE6 Tese Ree. e-
.. D . '3 3 Rech pe celer ,, sin sine & she,e, beddin, (engle thickness). frectures, faults, Cond6eien *2 . 1 [ c i.ine lene,le, filline, .es.), p.,, nee 64 tity, einer 'iea, ~*e'h*'sas, chemical E ncevevin,
- a. ,:o = v
<e-ee adea As above ti, 77 / - , /7 t o. o -
n, '.- Shaley sands tene, brick red, fine grnd., excellent co re,- f, sue.e calcite along partings, seme li.my nodules tProug*u+- u
.. bedding a 358, becer.es less shaley 9h' - )
s.e .-. - Mo . 1 97 17 : A5 above Z ; ne
/.
i
.l. -
2 o u ;: ( ist 1
. .j'-l - '
- is is
't 09.7-110.7' concentratier of li. y redules, coreler'e r tv - . . f e,v j ike appearance, core recove y ir L M ecs.- belew 93' - ~
v- fre.1 - )
"8*
9/f Shale, brick red, red, ha rd, 3Yslickensides
- 111.., =
ff/j , r=/A- good core, ces. .7' E 99 u ~; . ., banestone, crick .md t crayish, f . rrrid . , aycallent cerez
. . '.; max. core 3 ength 6.5 ', red, gred.1]l-1]h ', shalay ce r:-1 r- ,t , , 133.S-13h', bedding ? 35, gray frer- 177' on . -" ] .. . , -
17 73 ; .* " rua :.. tr 79 : .' ,' C two ;'
,3g7 _ _
Z
.. . ,, s au e , .racx rec cecomi. c sencier o eptn Fracare-into shaley sandster.e 'e lh')', rood hard rock Zecs. P.0 *** s.e ;. " / / l .lO e :
a a ncs to r.e , reccasn gray, f . rrec. , few l i. y trei ns- es, -
- ?.: gcod solid core Z
1
\ .
go. n :.:' : l ) w *'
,m --
! Ij 1 :'t l l l ]
. Sheet 13h Amend-2 (lC-2-67) ,,
l l l
GILBERT ASSOCIATES, INC. ROCK CLASSIFICATION, SHEET SHEET 3 oP 3 DATE 2< 27
%+ e ,4 en No. I ma_m DRILL HCLE NO.r_S #
- TOR Edn. Ser' rices $1TE AREA Threa Mile Island ELEY. '/'0 .0 n a - r E NI C00RDtNAT ES ANGLE 'ra a t i a al h" BEARING SY: GwL 10*b' DEPTH 107 l' C ee. D E S C R I P T 10 N Ree, REMARKS f
g R.ek t,pe, s.l.a pr.in sis. & sh.p. b twr.., f.wlt s, C.ndition .I e.e..
. I 1 g 3 1..... ( .i., tilii ., ....), p 6.lsey.dding (. ngl.. thic ,.ie.,.es.a. hn.s s ), f,.s6..i .h.,ias,eh. E.. ine .,.lv.n or d . , . . . . ....
Silty shale, brick red, mar:y limy inclusions lh9-150' _ solid 6.l' cc.
- g. , g,;
- Z O f CC T*
m '
/s73
[
, ;* Shaley sandstone, reddish gray, f. cred., coarse grnd., ;
157.3-159' . '0' jointing @ 163.7', vertical jointing kmWral'ars u o3
- e. . p - -
163.7-168.7', 1" wide, excellent core [,
- max core pee.
i, . 8.3' ft 79 , y,' (, - _
- .' b
/: ~ h ff 79 . ';.
Z rail . 181-182' some load casting (narbling) -
*/* . _ *I.
187.3-189.l' vertical incipient fracturine, eineral ! i se . :. =
/04] -
- J S 9L .) Z
/ / ,
Shale, brici red,1%.2' low angle slickensides across _ core, excelle.'t core max. lengtn of pes. 2.58; 197' 95*;_ s.l beddirg slip 4 ;?be'dding slip. Z om [// se r. a
~_
becomes sandy w/ death T. D. 197.3'
, i'. , .. :. E e = 0002 218 Sheet 135 Amend-2 (10-2-67),,,,,,, ,,,,
GILBERT ASSOCIATES, INC. ROCK CLAS$lFICATION, $HEET SHEET ' 0F : DATE
'ROJECT Vet Ed Co. NO. b10 9. e1 ORILL HOLE NO._
- CHTRACTOR Tdn . Ser-ricas SITE AREA ~% -a a 941a f e' e 4 ELEY. e * *t - s o.
!CRE SIZE "Y COORDINATES ANGLE ; ! A 51HG t . re- SEARING .0GGED SY: WS. GwL DEPTH f f' 'I P,ees, C o,e O E 5 C R IP T IO N RE6 T e s, Rec. e 4 'E 3 pe celer gre b.de g fengle ehicknese), frecevres, lovlee, Coadielen 3 32 8g]
g j Rock laines tIoa,,le, filhas,en sine & she,eetc.), eer-eability, etterevesa. the<4as, chemical- E s c e..wa.
- a. ,* o a v < e=,.e .ei
- No sampling in the overburden Z
- ,g g g, g Degin coring @ 22.8 ' Z
- ) i mli
- Silty shale, brick red, broken, med. ha rd, good rock top of :
/ r.y. t, 2h.7'
- , , , ,,, /
'/, 15 hale. :vc !z green mottled, good core, med. harc to hertG" . // tg . l le-n 8*e-+n-i-e - - '*d ., Shale, brick red, broken to 3h.h', several slickensides Z few calc '** s*
29.h-30,h', 60'slickensides ( across core) 79.h-?9.6 ', - clusi.na s 4. S some trindine of core, some cress f racturtne Z 9 .4'
- f ,' i Shaley sandstone, brick red, fine errd., beddine ? JOi3C becomes med. rind..@ 30.5-h0.5', broken zo ne LO-h0.F ' , '-
- W ,f.. ,.f!-
some Mn0x staining
- tu , ,: -
k-9s LS, -( -
- 4w M dia l
~ T ~
Silty sna2e, brick red, samed zons decoacosed snale 4 - hh.3' (i" seam), alor.g H p0 course, pieces .] .8 ' E 1** 'T _ _ - S o ~
- . Sandstone, reddish gray, f. rrnd., goed core, med. hard -
- 5#* .'t to hard, small H 0 ccurse 2 51', 53.2', 53.6', broken Z
- y- zone due to dril ing, bedding 't 30*35*, some calcite alggood cor
,e. , ,, parting, interfingering i marbling of sandstone e shale - .7' t, a . /, ,
66.h-66.6 8 badly broken red .c green mo ttied shale Z
- (, - ~
- . cod Z wo dnaae, rec s green ro tt.Aec -
O 4 Q- ~1o.J -
- 7e IT;
/e .
Sar.cstone i snale , in terfingering, reditray,-icacecusy badding 2 358, 70.7-70.9 '
] A n aj e) g o 1)* ' vVUL ,- no , . < ,4 .n _...,u 'c 71 .5 -71 .7 ' broken dee: Pees q (. I7 Sheet 136 A=end-2 (10-2-67) ,,,,,
GILBERT ASSOCIATES, INC. ROCK CL.ASSIFICATION, SHEET SHEET
- OP
- DATE 2 I"
- u. *- n a NO. h , . -, DRILL hCLE NO. E9 7
, a u.
- TOR Idl . Ser*IIces SITE AREA S'"ae V4 ' a T C e,"4 ELEY. Soo. o t lE MI C00RDINATES ANCLE 'ter+1c81 h" S E ARING 8Y: GWL DEPTH /f/ 9 Cwe _ D E IC RIP T lO N REMARK $
- e Res.
e 3 Rock p grein sine & she ,e bedding (engle thishness), frectorse, fevles, Condiesen of seee. 1 g 3 1..ae lea, celergle, filline,
..), . p., e.ebility, ele.<ees.a. . he,ine, ch. ical Escoveting e,elvet. . = e s ,3. .ei ees.
Shale - red,& green limy shale, med, ha rd to Perd, 70 '>-- fa , 61.2' broken rene, some exidation 79.?-70.h ', bedding @ Z [ 7/ 37 *, goed core --
/
[ gg 83.8' bottom of greer liny shale
/ Silty shale, brick red, goed core, some frac tures, few i.e 2.1 / small limy inclusions ass 4 enf Z ,:f Sandstone, red, some gray bedding, fine grnd., excellenG . ,: core, few incipient vertical minerali:ed healed joints, C '8 M * */
max. length of pieces 4 2', few limy inclusiens - s ,. one ,.e
=
fm :' .' : ja ,. Z
/ Silt"y shale; brick red; ex5elllent core; fine grain'ed; -
- hard; relatively unbreken with core pieces up to 2.l' C t/ -
,,,1 / /
E l z : t
*r4 // ur. o - .,.. Sandstone; reddish gray; excelllent core; fine to med. - .:* erained; course frained J 118.4' to 120.0'; he: t core pieces up to 3 0 in length 2 g
ms -- Shale & sandstone; interbedded; crick red to reddish graE h.:f excellent core; pieces up to 2.0' in length; slight nmount of licy inclusions throughout; bedding 3 32* N . . ' Ast. , f W an.1:. Sandstene: eray: 11ne grainea; aara -
,' // Shale (sandy); brick red; excellent core; pieces up to //
2.0'; slightly mottled with small licy inclusions; bedding ; 17e
- gradational ch Z from sandstone E 140.l'-1I.0.6' takes the appearance of conglomerate due shale
[ f.- tc a high amount of licy inclusions As next above; themsonite coated joint faces J 143 2' & Z n l/x E 6.7'; joints near vertical Z p 's - MM
'/ / /f lail m ~
Z
& 00~02 220 l
I t t j 3heet 137 Amend-2 (10-2-67),,,,,,, ,,,,
E
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^
ADDENELH I APPENDIX 2A Tault traces as shewn on Addendum 1 of Appendix 2D are taken directly from Stose and Jonas' (1933). The substance for their structural geology was obtained by large scale surface mapping which was completed in 1929 Speculation as to the existence of the faults results frem their interpretation of:
- 1. The topography of the area.
- 2. The spatial relationships of rock types which vere detensined by examination of scattered outcrops of rock throughout the mapped quadrangle.
It is hnportant to note. that the Stose and Jonas' mapping was accom-plished without the aid of:
- 1. High quality (from the standpoint of scale and contour interval) topographic base maps.
- 2. Stereographic aerial photographs.
3 Any reliable subsurface data. () 4 High quality geologic research conducted from 1929 to the present. Under the circumstances described above, and in view of the fact that they were required to map large areas in a relatively short time, their work vas of a high quality nature for its vintage. Hevever, from the standpoint of an engineering geology investigation, Stese and Jonas ' verk constitutes little more than a geologic reconnaissance. Since Stose and Jonas' report is a longstanding government publication its contents can not be overlooked, but rather evaluated by means of never tools and techniques. The present study, tailored to obtain the necessary data to satisfy the requirements of a PSAR was purely objective, and as such was directed along the lines of a multiple working hypothesis. Our conclusions have been drawn and recommendations made with the aid of:
- 1. A seismic refraction survey designed to establish:
- a. the depth to and configuration of the bedrock surface
- b. the seismic velocity of the overburden and rock
- c. if anamolous velocities were present O
s 2A-I-l 0002 224
- 2. A detailed test boring pregram to:
4 O a. verify seismic results l
- b. obtain subsurface data frem which structural design criteria could be establishad
- 3. A set of high quality stereographic aerial photographs.
- h. A high quality topographic map.
5 An intensive literature study, utilizing published and available unpublished data made prior to, and folleving Stose and Jonas ' work.
- 6. A field study made by competent geologists with extensive experience in local geology.
- 7. An aercmagnetic survey prescribed by the United States Geolcgical l Survey.
Based upon these studies, we have not been able to substantiate the existence of the tenuous fault which Stose and Jonas speculate across Three Mile Island. All of the information is presented in Appendices 2A, 23, 2C and 2D of the current draft of the PSAR. In conclusion, departing frca the multiple working hypothesis approach, we set out to substantiate the existence of the hypotnetical faulting of Stcse and Jonas. In doing so ve have concluded that such faulting does not exist for the following reasons:
- 1. Seismic refraction profules of the bedrock surface do not indicate abrupt topographic chages characteristic of fault zones.
- 2. The small variation of seismic velocities is appropriately attributet to variations of rock typet perpendicular to the strike of the strat
- 3. Seismic velocities obtained are those ccumon to sedimentary rocks of the litholegies present at Three Mile Island. Values of higner magnitude should be expected frcm the same rocks in a state of natural stress.
L. Surface field studies of available rock outcrops and of the residual and alluvial soils do not present data suggestive of faulting. 5 Photogeolegie studies negate the inference of faulting.
- 6. No discordant slippage planes or brecciated zones were observed in rock cores.
- 7. Aercmagnetics do not substantiate the existence of such a fault.
O 2,_1_2 0002 225
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