INTERVAL SHEET. Page 1 of 1. VDMR Well No: Date rec 'd: Sample Interval : from 8' 6" to: 114'6
|
|
|
- Emma Sutton
- 5 years ago
- Views:
Transcription
1 INTERVAL SHEET Page 1 of 1 Date rec 'd: PROP : BLM A Hole No.: COMP o Minerals Development Corp. VDMR Well No: 2128 Sample Interval : from 8' 6" to: 114'6 Number of samples: 50 Total Depth: 11 4'6" COUNTY : Giles Oil or Gas: Water: Expl o ratory : X From-To F rom- To F rom- To From- To 8'6" 16'(2 spls) 79'11" 83'11 " 16' 19 '2" 83'1 1 " 86'3" 19 '2" 19'8" 86'3" 88'5" 19'8" 20'3" 88'5" 90'4" 20'3" 23'8" 90 '4" 9 1 '6" 23'8" 28'9" 9 1 '6" 92 '0" 28'9" 29'9" 92 '0" 94'4" 29'9" 3 1 ' 1" 94'4" 97'7" 3 1 ' 1" 32 '3" 97'7" 100'2" 32'3" 33'6" 102 '2" 100 '8" 33'6" 34' 8" 100'8" 10 1 '8" 34 '8" 37'9" 101 '8" 103'5" 37'9" 42 '0" 103'5" 108'0" 42 '0" 45 '0" 108 '0" 110'0" 45'0" 4 7'6" 110'0" 11 2'0" 4 7 '6" 50'6" 112'0" 11 2' 1" 50'6" 51'5" 112' 1" 112'11" 5 1'5" 52'3" 112' 11" - 113'4" 52'3" 56'7" 113'4" 114'2" 56'7" 56' 10" 1 14'2" 114'6" 56' 10" - 62' 10" 62'10"- 67'0" 67'0" 68 '5" 68' 5" 69'3" 69' 3" 69 '9" 69'9" 71'3" 71'3" 73'3" 73'3" 74'6" 74'6" 78'9" 78'9" 79' 11 "
2 Page / DO rec 'd: PROP: COMP o COUNTY : of I INTERVAL SHEET PP,OP: BLM A Hole No.... '" t -'OA COWP : Minen-.ls Development Gorp. COUNTY: Giles VDMit W LL NO., W-Z128 n tom : 'l'0: VDMR Well No: :;2. /~f?" Sample Interval: from 'i 't " to: J I L/ 'I. " Number of samples : 0 0 Total Depth : / / '1,t " Oil or Gas : Water: Exploratory: X From- To From-To From-To From-To r;'&" - /&' (::l 'II:) jt' _ 1"1'';),'' / "1'".<" - /'1''6'' n,r;" - ;;?D'3" =<0'5"- ;D' go" ;7'11" - ]' ii " 'P 'J)"- 'i [0"]" 8"6/]" - '3'i':':'-" 88'S-- '- '10' '1" 90''1'' - 9 J' (. " ;;(J'8" - ~8 ' '1" :( '0''1'' - -;),'1' '1" ;).'1''1'' - J/' /" 3 1' 1" -:n']" 3~'3 " - 33't.." 7 J'C" - 92.'0" Cj2'0" - '1'1 ''-;'' 9'1''1''- '11'1" 9)')" - /1/7)' ~" 1 u-v '2" - I (N I 8" 35' t," - S~I g".5 't,g" <n' '1" 3/' 9" - '1L' 0" '-12'0" - '15-' 0" '15-' 0" - '1)' t." IIHJ '6' ~ / (J 1 ' g " JOJ'fI ' ~ /(.13 '5-" 1 0'1'S"'- ) 0 r;' 0" 1i>'lrJ"- I/Jq '/) " 110'0" - IU.' [r" '1) '(," - S-()' {," J(J' /'" - S-/ ' S-".j/'I" -.s-2' 3" jlj"]i" - j'b'7" S' (/7"- 5-6' 10 " 112..'0" - Ill ' I " 1 I l' / " '11" //2'1J" - 11)'4" 113''1'' - //LI'~" /Ilt'd" - /1'1'(",n~' 1& " - t,,'j-' JI)" c..~ IU " - CI' 0" (",'0" - b';; ' ')' &~'S-" - (, '1'3" &c,'y'- Gc,,'j" 0 L7''1''- 1 /')" 11'1"-,s'3 " 13']" - 7'-(' " I '1'b" - I~'C;" 7% ''1'' - 77'1/"
3 , HOLE NUMBER: Lessee or permittee: E. L. Keesling Exp. Address: Bramwell, West Virginia Driller: Vaughan Bowling, Cunningham Core Drilling & Grouting Co. Commenced drilling: 9 October 1961 Finished; 18 Oct Method of drilling: Diamond core NX Logged by: W. A. Moon S74E 13 0 N off vertical Page 1 VDMR No. : W Depth in feet From To Thickness' Clinton formation Overburden Sandstone and interbedded shale: sandstone, grayish white, fine grained; Shale, pale grayish green; contains rust brown partings (core loss 3'10"). 19'2" 16'0" 19'2" 3'2" 19'8" 19'8" 20'3'" 0'7" 20'3" 23'8" 3'5" 23 '8" 25'0" 1'4'" 25' 27'1" 2'1" 27'1" 27'll" 0'10" Shale, pale grayish green, contains rust brown partings (core loss 1'). Shale, maroon, sandy. Sandstone, maroon, coarse grained, slightly ferruginous, vuggy; contains yellowish brown clay galls. Sandstone, naroon, fine grained, slightly ferruginous; contains abundant maroon and grayish green shale partings and interbeds. Sandstone, naroon, coarse grained, friable, ferruginous. Contains abundant maroon shale partings. Sandstone, maroon, fine grained, ferruginous; contains maroon shale partings in the lower 1'. Sandstone, maroon, coarse grained, highly ferruginous; contains widely scattered naroon shale partings. 27'11" 29'9" y 1'10" Sandstone, maroon, fine grained, ferruginous; contains abundant maroon shale partings and maroon clay galls. 29'9" 30'5" Sandstone, maroon, coarse grained, ferruginous; contains maroon shale partings. 30'5" 31'1" 8" 31'1" 32'3" 1'2" 32 '3" 33'5" 1'2" 33'5'" 33'6" 1" Sandstone, maroon, coarse grained; highly ferruginous. Shale, olive drab to pale grayish green. Sandstone, pale: grayish naroon (incl. 6" core loss). Sandstone, olive drab, fine grained. "
4 , Depth in feet Page 2 From To Thickness 34'8" Shale, pale grayish green to olive drab. 36'2" Sandstone, maroon, fine grained, shaly; contains abundant maroon shale partings parallel to the bedding planes. 37'0" 0'10" Shale, naroon (incl. 8" core loss). 37'0" 37'5" 0' 5" Sandstone, maroon, fine grained, f erruginous; contains abundant maroon shale partings. 37'5" 37'9" 0'4" Sandstone, maroon, fine grained; highly ferruginous. 37'9" 42'0" 4 '3" Sandstone, maroon, coarse grained, ferruginous conglomeratic; contains quartz granules and widely scattered maroon shale partings. 42'3" 42'3" 45 'll" 45'll" 46'1" 47'8" 48'0" 51'5" 47'8" 51'5" 52 '3" 52 '3" 56 '7" 56'7" 56'10" 0'3" 3'8" 0'2" 0'5" 1'0" 2" 4" 2" 2'4" 0'11" 0'10" 4'4" 3" 6'0" Shale, olive drab. Shale, pale grayish green. Sandstone, maroon, medium grained. Shale and sandstone. Shale, pale grayish gr een. Sandstone, gray, fine grained, occurs as partings. Shale pale grayish green, contains several maroon sandstone partings. Sandstone, maroon, medium to coarse grai ned. Sandstone, grayish green, conglomeratic, coarse grained. Sandstone, pale maroon, coarse grained. Sandstone, grayish green, fine grained, shaly. Shale, grayish green. Sandstone and interbedded shale; rust brown to gray, crumbly. Sandstone, pale grayish green, fine grained ; contains irregular greenish gray shale ~ntercalatio ns Shale, pale green. Sandstone, pale grayish green, fine grained; contains irregular greenish gray shale intercalations (includes 5'" core loss)
5 Depth in feet From To 62'10" 63'2" 63'2" 63'9" 63'9" 64'10" 64'10" 65'7" 65'7" 67'0" 68'5" 67'0" 68'2" 69'3" 69'3" 69'9" 69'9" 71' 71'0" 71' 3" 71'3" 72'2" 72'2" 73'3" Thicknes$ 0'4" 0'7" 1'1" 0'9" 1'5" 1'2" 0'3" 0'10" 1'3" 3" 0'11" 1'1" 1'3" Shale, pale maroon, sandy. Shale, pale green, sandy. Shale, pale maroon, sandy. Shale, pale grayish gr:en, sandy. Page 3 Shale, pale grayish green, sandy; contains gray sandstone intercalations. Shale, green. Sandstone, pale grayish green. Shale, grayish black. Sandstone, rust brown, fine grained. Sandstone, pale grayish gr een, fine grained. Shale, green. Sandstone, pale gray, fine grained, fractured. Sandstone, pale grayish green, fine grained. Shale, pale gray (includes 8" core l oss). Sandstone, maroon, fine grained, ferruginous; contains maroon clay galls. 78'0" 78'9" 9" Sandstone, maroon, fine grained; ferruginous badly broken. (Includes 4" core loss). 78'9" 79'9" 1'0" Sandstone, maroon, fine grained, ferruginous; contains maroon shale partings and clay 'galls. 79'9" 79'11" 79'11" 81'0" 81'0" 83 '9" 83'10" 83'11" 2" 1'1" 2'9" 0'1" Shale, pale olive green. Sandstone, maroon, fine grained, ferruginous ; contains widely scattered maroon shale partings and clay galls. Sandstone, lii9.roon, coarse grained, conglomeratic, ferruginous; contains quartz granules and maroon shale partings.' Sandstone, rust brown, fine grained, shaly.
6 , Depth in feet Page 4 From To Ttiickness 83'll" 86'3" 2'4" Shale, grayish green, contains gray fine grained sandstone partings. 86'3" 88 t 5" 2'2" Sandstone, drab maroon, fine to coarse grained, contains maroon and grayish green Shale partings. 88'5" 90'4" l'll" 90'4" 90'9" 5" 90'9" 91 t 6" 0'9" 91'6" 91'11" 0'5" Shale, grayish green; contains L~tercalations grayish green and maroon sandstone. Sandstone and Shale; sandstone, maroon, fine grained; shale maroon. Sandstone gray, fine grained, contains grayish green shale partings. Shale, grayish green. of 91'11" 92' 1" 92'0" 97'7" 5'7" 97'7" 100'2" 2'7" 100'2" 100 t 8" Sandstone, maroon, coarse grained. Shale, grayish green; contains gray, fine grained sandstone intercalations Sandstone, grayish white, fine grained ; contains gray shale intercalations in lower foot. Sandstone, rust brown, fine grained, friable. 100'8" 101'8" 101'S" 103'5" 103'5" 105'10" 105'10" 107' 107'0" 108' 108'0" 108'5" 1'0" 1'9" 2'5" 1'0" 0'5" Sandstone, gray, fine grained, contains dark gray to black shale partings. Sandstone, pale greenish gray, fine grained. Sandstone, gray, fine grained, contains dark gray to black shale partings. Sandstone, dark gray to black, fine grained, vuggy. Sandstone, pale greenish gray, fine grained. Shale, black, vuggy. 108'5" 111'7" 3'2" lilt7" ill '0" 0'5" ill '0" ill '1" 1" 112'1" ill '11" 10" Sandstone, light gray, fine grained, vuggy; contains rust brown stained vugs (incl. 1'3" core loss). Sandstone, pale grayish white,. fine grained. Shale, green. Sandstone, pale grayish green, fine grained.,
7 , Depth in feet Tl-SA Page 5 From To Thickness 112'11" 113'4" 114'2" 113 '4" 114'2" 114'6" 5" Clay, gray. 10" Sandstone, pale gray, fine grained, contains rust brown partings (incl. 7" core gain) quartzitic. 4" Quartzite, pale grayish brown, fine grained; contains reddish bro~m shale partings, durable. Bottom of hole
8 , Hole: Depth in feet Log of Split Core Date: 21 October 1961 Page 6 From To Thickness Sample 1 (19'6" - 23') 19'6" 20'4" 10" Sandstone, maroon, fine to medium grained, ferruginous. 20'4" 23 ' Sandstone, ~aroon, fine grained, ferruginous, contains abundant maroon shale partings. 23 ' Shale, pale maroon to brownish olive drab. Sample 2 (23' 6". - 31'1") 23'6" 31'1" 6'7" Sandstone, maroon, fine grained, ferruginous ; contains abundant, maroon shale partings. 31'1" 32'3" 32' 3" 32'11" 32'11" 33'6" 33'6" 34'8" 37'3" 42'0" 74'6" 34'8" 37'3" 79'9" 79'9" 79'11" 79'11" 83'10" 83'10" 86'3" 1'2" 0'8" 0'7" 1'2" 2'7" 4'9" 5 '3" 2" 3'11" 3'1" Shale, olive drab to pale greenish gray. Sandstone, gray fine grained Shale, pale brown to yellow brown (includes 6" core loss). Shale, pale olive drab. Sample 3 (34'8" - 42') Sandstone, maroon, coarse grained, conglomeratic, ferruginous; contains abundant maroon shale partings. Sandstone, maroon, coarse grained, congl.; ferruginous (inc!. 8" core loss). Shale, pale greenish gray, con"alns partings and interbeds of gray, fine grained sandstone. See core log. Sample 4 (74'6" - 83 '10 11 ) Sandstone, maroon, fine grained, ferruginous. Shale, pale green. Sandstone, maroon, fine grained, ferruginous contains sporadic maroon shale pa rti~gs Shale, pale greenish gray, contains gra,' fine grained sandstone intercalations. "
9 ,.. Depth in feet Page 7 From To Thickness 86'3" 88'1" 1'10" Sandstone, grayish maroon, fine grained, contains gray to grayish maroon shale partiilge, last 2" coarse grained. End of Split Core Log. _
INTERVAL SHEET. VDMfl. Well No.: Well No. lloo. Tota 1 depth,_~5,-,0",0,- Oil Gas Water~Exploratory' From-To From-To From-To
Page' l'- INTERVAL SHEET VDMfl. Well No.: Well No. lloo WWCR483 Date'_~7~/~2~2~/~64~ PitOP: Town of McGaheysville Well #2 Sydnor COUNTY: Ro ckingham (McGaheysville) VDMR Well No: W-1100 From-To From-To
VDMR Well No GEOLOGIC LOG. Depth in feet. NO sample 0-3 COLUMBIA GROUP 3-5 (3-13')
VDMR Well No. 2214 Well: DVL (Drewryville Property: state road right-of-way Driller: Froehling and Robertson Location: near Drewryville, on Rte. 659 and 0.4 mile N of Rte. 652 Elevation: 50 feet Total
u. S. Geological Survey,
VDMR Well No. Operator: Southwestern Oil and 'Gas Company Farm: Hagan Well No.: 1 Location: Wise County 9300' S. of 36 055') 600' E. of 82030,)approximate Elevation: 2500' Total Depth:3751' Drill'ing Comrilenced:
GEOLOGIC LOG. sandy. coarse-grained, dark-green autochthonous glauconite; minor amount of sand-grade shell debris, foraminifers rare
OWNER: William E. Hackney o (Rivercliff Subdivision) DRILLER: Pittman wood & Metal Products Co. COUNTY: Nansemond (Driver) VDMR: WWCR: TOTAL DEPTH: 2092 173 607' GEOLOGIC LOG Depth in feet COLUMBIA GROUP
COM MONWEAL TH OF VIRGINIA DEPARTMENT OF CONSERVATION AND ECONOMIC DEVELOPMENT. Mo i1in9 Address:..:..:=======_====-
MAILING ADDRESS, B0-3667 COM MONWEAL TH OF VIRGINIA DEPARTMENT OF CONSERVATION AND ECONOMIC DEVELOPMENT W-3589 C-356 DIVISION OF MINERAL RESOURCES OFFICE ADDRESS, JAMES L. CALVER, COMMISSIONER ( ollesville,
GEOLOGIC LOG Sand - orange-brown, slightly clayey; fine- to medium-grained, very well-sorted, subangular to subrounded; trace of feldspar
OWNER: Fred W. Haislip DRILLER: Douglas & Dickinson, Inc. COUNTY: Northumberland (Burgess) Depth in feet GEOLOGIC LOG VDMR: WWCR: TOTAL DEPTH: 2000 140 673' COLUMBIA GROUP (0-42') 0-10 Sand - orange-brown,
o - 399' ' ' ' ' T. D.
Ii I I' I: VDMRWellNo W-1142 Operator: J W Miloncus Farm: Browning Wynn Well No. : 1 Location: Lee County 3300' N of 36 042'30" 1800' E of 83005' approx Elevation: 1975' (reported altimeter elevation)
, , INTERVAL SHEET WWCR 133. VDMR WELL NO.: Well No
Pa ge 1 INTERVAL SHEET VDMR WELL NO.: Well No. 1184 WWCR 133 Date 11/16/64 Sample Interval: fr om'--_o=-- to 640 PROP : Ditchley Water Works Total Depth_-64.:.0- COMP: Fedderoff Bros. COUNTY: Northumberland
INTERVAL SHEET. Tot aid epth ~9'-'OLf2~ Oil Gas Water~E xplo r atory. Fr om- To
Page ~l INTERVAL SHEET VDMR Well No. :WELL NO: 866 WWCR 878 Date 7~/~2~4~/~6~3~ PROP: Morton's Frozen Foods Well #5 COMP: C. R. Moore COUNTY: Albemarle (Crozet VDMR WELL NO: W - 866 Sample Interval: from
INTERV AL SHEET. VDMR Well No.: WELL NO. 699 WWCR #186. Oil Gas, Water_ X,Exp1oratory. From- To 300_ _ _ _
) Page,_-=-H~l,-- Date, 8~-~2~7_-~62=- PROP: PROP : BLUE RIDGE POULTRY AND EGG CXi. #2 COMP: COMP : SYDNOR COUNTY: SHENANDOAH COUNTY: (CDLUMB IA FURNACE) VDMR WELL NO. W699 FROM: TO : INTERV AL SHEET VDMR
Feet. SAND; clayey, fine grained; shells are common; rounded quartz grains. SHELLS; muddy; almost no sand, shells and fragments common
SAND; clayey, fine grained; shells are common; rounded quartz grains SHELLS; muddy; almost no sand, shells and fragments common SAND; back to medium to fine; has a mottled appearance and looks burrowed;
DIVISION OF MINERAL RESOURCES JAMES L. CALVER, COMMISSIONER WATER WELL COMPLETION REPORT
MAILING ADDRESS, Bc 3667 C. Jiottesville, VA 22903 COMMONWEALTH OF VIRGI N IA DEPARTMENT OF CONSERVATION AND ECONOMIC DEVELOPMENT DIVISION OF MINERAL RESOURCES JAMES L. CALVER, COMMISSIONER WATER WELL
VDMR #1306 WWCR #63 TOTAL DEPTH: 10ISO" OWNER: Bayberry Estates DRILLER: J. T. Ellington COUNTY: King George (Dahlgren) GEOLOGIC LOG No sample.
() DRILLER: J. T. Ellington COUNTY: King George (Dahlgren) VDMR WWCR #63 TOTAL DEPTH: 10ISO" GEOLOGIC LOG 0-240 No sample. Aquia Formation (240-300') 240-255 -255-270 270-285 285-300 Sand - dark-gray with
OWNER: Lone Star Cement Corporation DRILLER: R. L. Magette Well Drilling Corp. COUNTY: Norfolk (S. Norfolk). GEOLOGIC LOG. feet.
Lone Star Cement Corporation DRILLER: R. L. Magette Well Drilling Corp. COUNTY: Norfolk (S. Norfolk). W: 2111 C: 165 TOTAL DEPTH: 800' GEOLOGIC LOG Depth feet in 0-40 No Samples YORKTOWN FORMATION (40-360')
INTER VAL SHEET. From-To Elevation in feet
INTER VAL SHEET Page 1 of 1 VDMR Well No: 618 Date rec'd : 3 / 23/61 Sample Inte rva1: from 0 'to : 109. 0, PROP : Skeet Rock Darn Site, hole # 1 Number of samples: 32 COMP : Adams and Henry (U. S. Corps
Log of Monitoring Well D58B
Project: Motiva - Monitoring Well and Soil Boring Data Project Location: Delaware City Refinery Project Number: 20240412.W1000 Log of Monitoring Well D58B Sheet 1 of 7 Date(s) Drilled Drilling Method Drill
Feet CLAY; silty, greenish gray and clayey fine sand; Color: 5Y 3/1
-. CLAY; silty, greenish gray and clayey fine sand; Color: Y /. -. SAND; fine-medium, clayey, with sandy clay layers; very abundant broken thin, tiny shells; shell hash at several horizons, heavily burrowed;
DIVISION OF MINERAL RESOURCES OFFICE ADDRESS, JAMES L. CALVER, COMMISSIONER Co. Iollesville, VA WATER WELL COMPLETION REPORT
MAILING ADDRESS, B- 3667 W#: 5141 COMMONWEAL TH OF VIRGINIA C#: 211 DEPARTMENT OF CONSERVATION AND ECONOMIC DEVELOPMENT DIVISION OF MINERAL RESOURCES OFFICE ADDRESS, JAMES L CALVER, COMMISSIONER Co Iollesville,
Dundy County Test Hole Logs
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Conservation and Survey Division Natural Resources, School of 2007 Test Hole Logs Duane A. Eversoll University of Nebraska-Lincoln
DIVISION OF MINERAL OFFICE ADDRESS, JAMES L. CALVER. COMMISSIONER '-, riottesville, VA WATER WELL COMPLETION REPORT
MAILING ADDRESS, P. 3667 COMMONWEAL TH OF VIRGINIA DEPARTMENT OF CONSERVATION AND ECONOMIC DEVELOPMENT \ VDMR: 2332 WWCR: 79 DIVISION OF MINERAL OFFICE ADDRESS, JAMES L. CALVER. COMMISSIONER '-, riottesville,
* Ro t e _~ 3 gal. per min.
COM MONWEAL TH OF VIRGINIA DEPARTMENT OF CONSERVATION AND ECONOMIC DEVELOPMENT W #Z345 C #140 MAILING ADDRESS, DIVISION OF MINERAL.: RESOURCES OFFICE ADDRESS, ~ 3667
DIVISION OF MINERAL RESOURCES OFFICE ADDRESS, JAMES L. CALVER, COMMISSIONER
MAILING ADDRESS, B- 3667 COMMONWEALTH OF VIRGI N IA DEPARTMENT OF CONSERVATION AND ECONOM IC DEVELOPMENT W# : 3795 C#: 77 DIVISION OF MINERAL RESOURCES OFFICE ADDRESS, JAMES L. CALVER, COMMISSIONER C.
STATE OF OKLAHOMA DEPARTMENT OF TRANSPORTATION GEOTECHNICAL SPECIFICATIONS FOR ROADWAY DESIGN June 29, 2011
STATE OF OKLAHOMA DEPARTMENT OF TRANSPORTATION GEOTECHNICAL SPECIFICATIONS FOR ROADWAY DESIGN June 29, 2011 APPENDIX 3. STANDARD GUIDE FOR THE DESCRIPTION OF SURFACE AND SUBSURFACE GEOLOGICAL ROCK FORMATIONS
SOIL CLASSIFICATION CHART COARSE-GRAINED SOILS MORE THAN 50% RETAINED ON NO.200 SIEVE FINE-GRAINED SOILS 50% OR MORE PASSES THE NO.200 SIEVE PRIMARY DIVISIONS GRAVELS MORE THAN 50% OF COARSE FRACTION RETAINED
WELL LOG. Siltstone - medium gray (N5) - massive, hard, carbonaceous and micaceous on bedding planes.
o o Operator: Farm: Well No: Location: Elevation: Total Depth: Drilling Commenced: Well Completed: Result: United Producing Company, Inc. Yukon Pocahontas Coal Co., Et Al 9-1674 Buchanan County 14,500'
COMMONWEALTH OF VIRGI N IA wll DEPARTMENT OF CONSERVATION AND ECONOMIC DEV ELOPMENT. Bayberry Estates Well #3 TENANT: Mailing Address : _
MAILING ADDRESS, Box 3667 COMMONWEALTH OF VIRGI N IA wll 4 764 cil 9 0 DEPARTMENT OF CONSERVATION AND ECONOMIC DEV ELOPMENT DIVISION OF MINERAL RESOURCES OFFICE ADDRESS, JAMES L. CALVER, COMMISSIONER C'
1 Hfli. ^^Hi. 11 mw\i. mmsisi i lull I. IMMRrtHttiifHmiititlK. RibWh. llml ''.' 1 ffililsiillsll8 ill. iiiinitsim IK«
l i. :,, v. i :! 1.» r =,
Feet. Cape May Core #51 Start depth: 240 ft Stop depth: 245 ft Recovery (ft): 5.1 ft Date: 3/21/94 Described by: JVB, KGM, CL. 5.
SAND; medium to fine sand with abundant silt, homogenous slightly mottled appearance; mica on outside, mostly quartz; few darks; peat layer.9 - ft; cnv - same as above; the last few cores are all the same;
DIAMOND DRILLING. CLAIM No, HOLE No, FOOTAGE DATE NOTE. NOTES: (i) # ios- 80 WORK PERFORMED BY: ASARCO EXPLORATION OF CANADA LIMITED
DIAMOND DRILLING 52A15NE8006 11 WOLF LAKE 010 AREA! WOLF LAKE REPORT No,: WORK PERFORMED BY: ASARCO EXPLORATION OF CANADA LIMITED CLAIM No, HOLE No, FOOTAGE DATE NOTE TB 49585H TB 495874 WR l WR 2 587.0
APPENDIX C SUBSURFACE EXPLORATIONS
APPENDIX C SUBSURFACE EXPLORATIONS 51-1-52-021 APPENDIX C SUBSURFACE EXPLORATIONS TABLE OF CONTENTS Page C.1. C.2. C.3. C.4. C.5. C.6. GENERAL...C-1 DRILLING PROCEDURES...C-1 SAMPLING PROCEDURES...C-2
DIVISION OF MINERAL RESOURCES OFFICE ADDRESS, JAMES L. CALVER, COMMISSIONER WATER WELL COMPLETION REPORT
MAILING ADDRESS, B~ 3667 C..Iottesville, VA 22903 COM M ONWEAL TH OF VIRGINIA DEPARTMENT OF CONSERVATION AND ECONOMIC DEVELOPMENT W-4232 C-399 DIVISION OF MINERAL RESOURCES OFFICE ADDRESS, JAMES L. CALVER,
TENANT: Moiling Address: feet. -=d:.:e:.:a:.:d::...,:e:.:n.:;d::...o:;,i::...s=.t,:;,:..-=.r:,::t"'.-=6"'8"'0'-- and mi les ( d i rec lion) 01
COMMONWEALTH OF VIRGINIA W#: 3575 C#: 182 DEPARTMENT OF CONSERVATION AND ECONOMIC DEVELOPMENT MAILING ADDRESS, DIVISION OF MINERAL RESOURCES OFFICE ADDRESS, B 3667 JAMES L. CALVER, COMMISSIONER l : Iollesvilie,
TP-1 N61E 0 DARK BROWN SANDY SILT (ML) stiff, wet with roots (Disturbed Surficial Soil) DEPTH (FEET) 5 REDDISH BROWN SANDSTONE intensely fractured, weak to friable, deeply weathered, tight (Franciscan
SAMPLE: Peak List: Pos. [ 2Th.] Rel. Int. [%] FWHM [ 2Th.] d-spacing [Å] Height [cts]
![SAMPLE: Peak List: Pos. [ 2Th.] Rel. Int. [%] FWHM [ 2Th.] d-spacing [Å] Height [cts]](/thumbs/84/91161711.jpg "SAMPLE: Peak List: Pos. [ 2Th.] Rel. Int. [%] FWHM [ 2Th.] d-spacing [Å] Height [cts]")
APPENDIX A XRD DATA SAMPLE: 007-1621 A sample of weakly altered, by decalcification and silicification, limestone inter-bedded with siliceous carbonaceous mudstone. The limestone is still weakly reactive
CUTTINGS SUMMARY FOR THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES SOUTH-CENTRAL DRILLING PROGRAM
MINNESOTA GEOLOGICAL SURVEY Harvey Thorleifson, Director CUTTINGS SUMMARY FOR THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES SOUTH-CENTRAL DRILLING PROGRAM Alan R. Knaeble, Gary N. Meyer, and John H. Mossler
Geotechnical Engineering Report
Geotechnical Engineering Report Turner Turnpike Widening Bridge D Bridge Crossing: South 209 th West Avenue Creek County, Oklahoma June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Tulsa,
APPENDIX A. Borehole Logs Explanation of Terms and Symbols
APPENDIX A Borehole Logs Explanation of Terms and Symbols Page 153 of 168 EXPLANATION OF TERMS AND SYMBOLS The terms and symbols used on the borehole logs to summarize the results of field investigation
Geotechnical Engineering Report
Geotechnical Engineering Report Turner Turnpike Widening Bridge B Bridge Crossing: South 257 th West Avenue Creek County, Oklahoma June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Tulsa,
CORED SITE 941 HOLE A. Graphic Lith. Section Age. Disturb. Sample. Meter. Color. Description. Structure. 10YR 5/3 To 2.
SITE 94 HOLE A eter mm : _ 3_ 4_ = α tv.v.v. a πj IΦ ----- ] Section Age a a a\ :.... 3 Holocene CORE {3 (3 {3 Disturb H Sample I Color 0YR 5/3. 6/ 5/ 4/ 5GY CORED 0.0-5.3 CALCAREOUS CLAY and CLAY mbsf
Journal of Sedimentary Environments Published by Universidade do Estado do Rio de Janeiro SM2: doi: /jse SUPPLEMENTARY MATERIAL
Appendix 2 Citation: Bergamaschi, S., Duarte, A.C.F., Serrano, J.S., Figueiredo, A.M.B., Vasconcelos, L.C., Oliveira, R.M.A.G., Ade, M.V.B., Pinheiro, A.E.P.P., Martins, M.V.A., 2016. Regional outcrops
N W Y 5T E. 32nd ANNUAL MEETING. HAMILTON COLLEGE CLINTON, NEW YORK MAY, 1960
I I N W Y 5T E GE LO Ie L so IA ION 32nd ANNUAL MEETING. HAMILTON COLLEGE CLINTON, NEW YORK MAY, 1960 GUIDEBOOK FOR FIELD TRIPS 32nd Annual Meeting of the NEW YORK STATE GEOLOGICAL ASSOCIATION David Hawley
THE STRUCTURE AND THICKNESS OF THE CLINTON AND BEREA FORMATIONS IN THE VICINITY OF WOOSTER, OHIO
THE STRUCTURE AND THICKNESS OF THE CLINTON AND BEREA FORMATIONS IN THE VICINITY OF WOOSTER, OHIO KARL VER STEEG College of Wooster INTRODUCTION AND ACKNOWLEDGMENTS The data used in the construction of
snt s tone, locally shaly,carbonaceous( la:ally)
Company: United Pr oduc inq Co,, Inc. -Farm: Pocahontas Mining Corp. Well No.: 1-1784 Elevation: 2519.4 Total Depth: 5735' Location: Buchanan County 50' S. of 37 015' 200' E. of 81 045' Drilling Commenced:
GEOLOGIC/GEOTECHNICAL INVESTIGATION FOR TENTATIVE MAP LAVENIDA SUBDIVISION (APN # ) ORINDA, CALIFORNIA
GEOLOGIC/GEOTECHNICAL INVESTIGATION FOR TENTATIVE MAP LAVENIDA SUBDIVISION (APN #271-120-011) ORINDA, CALIFORNIA A 580 Ts 590 HMA-1 600 HMA-2 70 Ts 610 Ts HMA-3 HLA-5 GJA-6 LD-2 23
Notes: Note. Township of GODSON Report NQ: 12. Diamond Dniiing. Hole NQ Footage Date. July/56. July/56. Aug/56. Aug/56. Claim NQ 487' K ' l-a
Diamond Dniiing S2F«4NW«194 12 GODSON 010 Township of GODSON Report NQ: 12 Work performed by: KENNCO EXPLORATIONS (CANADA) LTD. Claim NQ Hole NQ Footage Date Note K 25434 l 487' July/56 l-a 48' July/56
GEOLOGIC LOG " coarse- to very coarse-grained, fairly wellsorted, subangular to rounded.
OWNER: Sydnr Hydrdynamics, Inc. DRILLER: Sydnr Hydrdynamics, Inc. COUNTY: Hanver (Atlee) GEOLOGIC LOG VDMR - 1770 WWCR - 98 TOTAL DEPTH - 370' Depth in Feet COLUMBIA GROUP (0-50) - 10 10-20 20-30 Sand
COM MONWEAL TH OF VIRGINIA DEPARTMENT OF CONSERVATION AND ECONOMIC DEVELOPMENT. feet
MAILING ADDRESS, B 3667 COM MONWEAL TH OF VIRGINIA DEPARTMENT OF CONSERVATION AND ECONOMIC DEVELOPMENT DIVISION OF MINERAL RESOURCES OFFICE ADDRESS, JAMES L. CALVER, COMMISSIONER c.. _.lottesville. VA
_ ë Z= M. SITE 934 HOLE A CORE 1H CORED mbsf 934A-1H 1. Graphic Structure. Description. Lith.m
SITE 934 HOLE A CORE 1H CORED 0.0-4.3 mbsf 934A-1H 1 1-2 3 m _ ë Z= M 10YR 5/3 5GY 5/1 N1 CALCAREOUS CLAY, CLAY and SILTY CLAY WITH SILT LAMINAE Major Lithologies: The top 87 cm of Section 1 is composed
o _10 10 _ eo
INTERVAL SH E E T P a g e 1 of 1 Da t e rec'd: 10-1 6-67 P R OP: N & W RR. W ell # 218 VDMR Well N o : 20 2 2 Sa m ple Interval: fr om 0 t o : 65 Num b er o f samples: 7 CaMP: Princ e Georg e T otal D
Sample Interval: from 0 to' L20~4~ Total depth ~2~Q~4L- Oil Gas Water~Exploratory. Cutt ing s x Core Other. From-To From-To From- To
Page ~l Date 12/17/63 INTERVAL SHEET WWCR 137 VDMR Well NO.: ~9~3~4 Sample Interval: from 0 to' L20~4~ PROP : Terrell (Raleigh Sq.) Total depth ~2~Q~4L- COMP : Mitchell ' s P. & W. Co. COUNTY : James City
Formation Tops. Samples are available from 19' to 7220' limestone
, VDMR Well No: 951 Operator: Tidewater Oil Co. and Wolf's Head Oil and Refining Co. (South Penn Oil Co.) Farm: E.D. Smith Well No: 1 (one) Location: Scott County, Early Grove Field 6450' S of 36 040'.
DATE: 5/17/2012. LOGGED BY: Geoff Richards. COMPANY: Tetra Tech EM, Inc. DRILL FOREMAN: Walter
ATTACHMENT 2 Page 1 of 1 B1 0 1 2 FILL, Dry; brownish red; clayey silt and gravel; ~30% gravel size fragments of dark grey microcrystalline (aphanetic), extrusive, igneous, rock 3 B1-4a 1100 B1-4b-duplicate
) - --' o - 10 No sample No sample No was hed samples
INTERVAL SHEET r'age_...::.1 VDMR WELL NO.: Well No. 1177 WWCR 174 Date_~1~lL/~6 L/6~4~ Sample Interval: from~...::.l~o to 326 PROP : Robinwood Subdivision #2 Total Depth_.::3.::2.::6 COMP: Mitchell's
Core Photo. CORE DESCRIPTIONS VISUAL CORE DESCRIPTIONS, SITE A-1W message openfile IMAGES/1276A1W.PDF. MUDSTONE interbedded with GRAINSTONE
VISUAL CORE S, SITE 7 7A-W message openfile IMS/7AW.PDF Site 7 Hole A Core W Cored 7.0-800.0 mbsf 79 78 77 7 7 7 very very ACCEORIES FOILS GY/, GY/ G/, GY/ GY/, GY/ GY/, GY/ MUDSTONE interbedded with GRAINSTONE
Project No: 68R3056 Client: City of Frederick Project: RFQ 14-H Future North Side Water Tank City/State: 7516 Hayward Road, Frederick, MD
Boring: SB-1 (1 of 1) Moist, brown to orange brown CLAY and SILT, trace sand with fine weathered rock fragments. POSSIBLE FILL. Dry, orange brown sandy SILT trace clay (SM-ML). RESIDUAL SOIL : Not Surveyed
AN APPLICATION OF ACID BASE ACCOUNTING FOR HIGHWAY CONSTRUCTION IN EAST TENNESSEE 1
AN APPLICATION OF ACID BASE ACCOUNTING FOR HIGHWAY CONSTRUCTION IN EAST TENNESSEE 1 by J.T. Ammons C.B. Coburn, Jr. P.A. Shelton 2 Abstract. Concern over the environmental impact of highway construction
Field boring log for Sandia Pueblo Well City of Albuquerque Piezometer Nest FY Prepared for Office of State Engineer
Field boring log for Sandia Pueblo Well City of Albuquerque Piezometer Nest FY 1998 Prepared for Office of State Engineer Richard M. Chamberlin, Senior Field Geologist Patricia Jackson, Geological Lab
REMARKS. NANNOFOSSIL CLAYSTONE, CLAYSTONE, and CALCAREOUS SANDY SILTSTONE
SITE 069 HOLE A CORE R CORED 78.8-78. mbsf 069A-R ACCEORIES NANNOFOIL CLAYSTONE, CLAYSTONE, and CALEOUS SANDY SILTSTONE CC AGE: middle Eocene Major Lithologies: Greenish gray (G 6/) to moderate yellowish
DIVISION OF MINERAL RESOURCES OFFICE ADDRESS, JAMES L. CALVER, COMMISSIONER
MAILING ADDRESS, B, 3667 COMMONWEALTH OF VIRGINIA OEPARTMENT OF CONSERVATION AND ECONOMIC DEVELOPMENT V DMR: 2313 WWCR: 31 3 DIVISION OF MINERAL RESOURCES OFFICE ADDRESS, JAMES L. CALVER, COMMISSIONER
Table DR 1: Description of the lithologic succession encountered by the Enkingen (SUBO 18) drill core.
DR20130138 G. Arp et al. SUPPLEMENTARY FILES (GSA Data Repository) Figure DR 1: Facies types of the Enkingen (SUBO 18) drill core. (A) Facies 1 clay-rich conglomeratic sandstone, 18.32-18.50 m depth. (B)
R ENW Services - Geophysics & GIS
Yankton Block 1 Vermillion Block 2 N 2 0 1 Block 3 Elk Point 2 3 4 5 6 MILES Block 4 R20-2002-01 0 1 2 3 4 5 6 7 8 9 10 KILOMETERS Block 5 Figure courtesy of ENW Services - Geophysics & GIS Block 6 Test
Geotechnical Engineering Report
Geotechnical Engineering Report Turner Turnpike Widening Polecat Creek Bridge (Bridge A) June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Prepared by: Terracon Consultants, Inc. TABLE
SOUTH CERRO AZUL STRATIGRAPHIC SECTION. Upper Cerro Azul flow of the Servilleta Basalt (Tsbcau) Lower Sandlin unit (Tsl)
Figure A3-01 cobbles claysilt general grain size sand pebbles vf f m c vc SOUTH CERRO AZUL STRATIGRAPHIC SECTION Top at 18 m. Upper Cerro Azul flow of the Servilleta Basalt (Tsbcau) 15 Basalt: Very dark
GEOLOGICAL RECORD. ANR Production Co. #1 VICC N E WI 215-F Wise County, Virginia
Wise County, Virginia Drilling Contractor. Spud. Drilling Completed. Elevation I Record By..Casings Falcon Drilling Co, February 24, 1982 March 18,.1982 Gr 2246.25.' RF 2256.25' Kll 2257.75' Paul Mescher.
APPENDIX C HYDROGEOLOGIC INVESTIGATION
Figure B-5.7 Figure B-5.8 Preliminary Geotechnical and Environmental Report Appendix C Hydrogeologic Investigation APPENDIX C HYDROGEOLOGIC INVESTIGATION December 21, 2011 WESTSIDE SUBWAY EXTENSION PROJECT
Parsons APPENDIX A BORING LOGS AND DEVELOPMENT LOG
Parsons APPENDIX A BORING LOGS AND DEVELOPMENT LOG GEOLOGIC LOG DATE STARTED: DATE COMPLETED: 08-Sep-09 08-Sep-09 LOGGER: Quin Kinnebrew WEATHER: Clear & Warm PAGE 1 OF 2 WELL NO. GMW-66 COMPANY NAME:
Urban fieldwork the stories from materials, colours, lines and shapes Find out the stories told by materials used in building and for decoration
Urban fieldwork the stories from materials, colours, lines and shapes Find out the stories told by materials used in building and for decoration When you look at the stones used for buildings and in parks
STONETEK FLOOR & WALL TILES COLLECTION
STONETEK FLOOR & WALL TILES COLLECTION QUARTZITE TILE DIMENSIONS 18 in 36 in SNOWHITE MOON RIVER Quartzite is a hard, non-foliated metamorphic rock which was originally pure quartz sandstone. Sandstone
UNIT DESCRIPTIONS: Artificial Fill, Undocumented (Afu): Locally derived sandy silt and silty sand, locally with clay and varying amounts of gravel and man-made debris. Abundant concrete rubble, in places
Sedimentary Rocks. All sedimentary rocks begin to form when existing rocks are broken down into sediments Sediments are mainly weathered debris
Rocks! Objectives Describe the major processes involved in the formation of sedimentary rock Distinguish between clastic sedimentary rocks and chemical sedimentary rocks Identify the features that are
MEMO. TO: Dennis Lapoint CC: FROM: Eriaan Wirosono DATE: April, 20 th 2014 SUBJECT: Exploration activity report March-April 2014_EW
TO: Dennis Lapoint CC: FROM: Eriaan Wirosono DATE: April, 20 th 2014 SUBJECT: Exploration activity report March-April 2014_EW MEMO 1. Highlights and Productivity Overview pan sampling on target Areas 1
QQQ-4 QQQ-3. Apr/78 Apr/78. Diamond Drilling. Claim N9 Hole NO Footage Date Note P ,0' P ' (2) Notes: (1) #132-78
Diamond Drilling 42B01SE0018 22 PENHORWOOD 010 Township of PENHORWOOD Report NO 22 Work performed by: Geophysical Engineering Limited Claim N9 Hole NO Footage Date Note P 504953 P 504938 QQQ-4 QQQ-3 220,0'
Scale 1:240 Imperial. Sec T24S - R13W API: Region: Drilling Completed:
Well Name: Surface Location: Bottom Location: API: License Number: Scale 1:240 Imperial 15-185-23820-0000 34434 Spud Date: 7/31/2013 Time: 5:00 PM Region: Drilling Completed: Stafford County, KS 8/8/2013
LEGEND ODOT CLASS. A-4b. A-6a. A-6b TOTAL VISUAL WEATHERED SANDSTONE VISUAL BORING LOCATION - PLAN VIEW
PROJECT THE PROJECT CONSISTS IN PART OF ACING TWO STRUCTURES, EASTBOUND AND WESTBOUND STRUCTURES, RESPECTIVELY FOR THE PROPOSED SR OVER BLUE ROAD (CR 9). THE TWO STRUCTURES AS ANNED, ARE SINGLE-SPAN STRUCTURES
Preliminary Investigations of the Hudson Bay Area Coal Deposits
Preliminary Investigations of the Hudson Bay Area Coal Deposits Jason Berenyi, Arden Marsh and Ron Leray Saskatchewan Ministry of Energy and Resources www.er.gov.sk.ca Introduction Introduction Manville
UNITED CARBON COMPANY GEOLOGICAL DEPARTMENT. VI."M. Ritter"Lumber Company#l-V Serial No. 1461
UNITED CARBON COMPANY GEOLOGICAL DEPARTMENT WELL NO. 0008 VI.M. RitterLumber Company#l-V Serial No. 1461 Drilled by: Location : Elevation l United Carbon Company (United Producing Company, Inc.) 2200'
Appendix 3. Sample Descriptions
39 Appendix 3. Sample Descriptions 41 Appendix 3. Sample descriptions. HRM-01 Bates Lake Area 11D/13 (0423452/4956547) HRM-02 Bates Lake Area 11D/13 (0423010/4957749) HRM-03 Bates Lake Area 11D/13 (0422900/4957059)
C. S. Dribble No Well
C. S. Dribble No. 8617 Well Grant District, Harrison County, W. Pa. By Hope Natural Gas Company, Clarksburg, W. Va. Located 4.28 mi. W. of 80015' and 0.58 mi. 8. of 39.10' -EC- Weston Quadrangle. Elevation,
Geotechnical Engineering Report
Geotechnical Engineering Report SH-9 Bridge over Wewoka Creek Hughes County, Oklahoma Job Piece No. 27059(04) July 16, 2015 Terracon Project No. 04125055 Prepared for: Holloway, Updike, and Bellen, Inc.
Appendix A: Core descriptions
Appendix A: Core descriptions Core: Tan0706 1 Water Depth: 2550m Gear: Piston Date Collected: 6/5/07 Date Described: 7/12/10 Description and Comments: 0-23 (2.5Y 6/4), light yellowish brown. Sandy silt.
Geotechnical Aspects of the Ohio River Bridges Project
Geotechnical Aspects of the Ohio River Bridges Project Mark A. Litkenhus, PE Sr. Geotechnical Engineer Stephen H. Bickel, PE Sr. Geotechnical Engineer STGEC Ohio River Bridges at Louisville Geotechnical
APPENDIX C. Borehole Data
APPENDIX C Borehole Data MAJOR DIVISIONS SOIL CLASSIFICATION CHART SYMBOLS GRAPH LETTER TYPICAL DESCRIPTIONS ADDITIONAL MATERIAL
Hydro One (Sept 2014) Hydro One (Sept 2014) Hydro One (Sept 2014)
TABLE 1 WELL CONSTRUCTION DETAILS MOE WWR No Well ID Location Installation Date Status Easting Coordinates Northing Source Elevation Screened Interval Screened Material Borehole Well Stick-up Ground Top
Rock Identification Lab, 60 Points This is a BIG lab! Work carefully and thoroughly
Rock Identification Lab, 60 Points This is a BIG lab! Work carefully and thoroughly Name: Date: Period: Lab Skills and Objectives 1. You will examine, classify, and identify several samples of igneous,
BOREHOLE ID: SRKGW2A. Geological Profile. Borehole Construction and Water level. Description. Complete. 0.04l/s. Slight. 0.04l/s. Coordinate System:
BOREHOLE ID: SRKGW2A COA22 33.7868 /8/214 1.7429 318 6.68 22 2 Fern Isle,Section 1 Tel: +27()11 789 949 PVC cased - 22 Highly weathered 1 1 Fine chips, highly weathered gabbro 1 1 2 2 Drilled radius 2,
& $ CORED mbsf SITE 932 HOLE A. Graphic Lith. Section Age. Sample. Disturb. Meter. Color. Description. Structure. CALCAREOUS CLAY and CLAY
SITE 932 HOLE A Meter 1_ 2_ 3_ 4_ 5_ 6 : 3 α IV.V.V a πt = π 4..-.V. Section Age 1 2 3 4 CC late Pleistocene \ Holocene CORE & & $ Disturb 1H Sample S S S S I M Color 1YR 5/3 2. 4/2 4/1 CORED.-6. mbsf
Figure DR3. Constraints on the depth of the hiatus surface based on 10 Be concentration of middle core sample.
GSA Data Repository Item 2018099 Del Vecchio, J., DiBiase, R.A., Denn, A.R., Bierman, P.R., Caffee, M.W., and Zimmerman, S.R., 2018, Record of coupled hillslope and channel response to Pleistocene erosion
LEGEND ODOT CLASS A-3. A-3a. A-4a. A-6a. A-6b TOTAL VISUAL VISUAL VISUAL BORING LOCATION - PLAN VIEW
PROJECT THE PROJECT CONSISTS IN PART OF CONSTRUCTING A SINGLE-SPAN BRIDGE ON RELOCATED SHUMWAY HOOW ROAD OVER THE CSXT RAILROAD. THE STRUCTURE AS ANNED, IS A SINGLE-SPAN STRUCTURE WITH MSE WAS AT THE ABUTMENTS.
DIV ISION OF MINERAL R ESOURCE S O FF ICE A DDRESS,
MAILING A DDRESS, Box 366 7 C' - Ic tre sville, VA 22903 OWNER: WELL OF V I RG I NI A A N D ECONOM IC DEV E LOPMEN T COMPL ET ION REPORT W- 4394 C-178 DIV ISION OF MINERAL R ESOURCE S O FF ICE A DDRESS,
Assistant Chief-Bureau of Structures and Geotechnical Services
MEMO DATE: 2/10//2016 Bureau of Structures and Geotechnical Services TO: John Jones, P.E. Assistant Chief-Bureau of Structures and Geotechnical Services ATTENTION: Mark Hurt, P.E. Senior Bridge Squad Leader
ROCK IDENTIFICATION LAB
ROCK IDENTIFICATION LAB What type of rock is this? Where or how is it formed? Obsidian Extrusive Igneous Rock No crystals formed Glassy Very quick cooling molten rock (lava) What type of rock is this?
Hand specimen descriptions of metamorphic rocks
Hand specimen descriptions of metamorphic rocks Hand specimen descriptions for metamorphic rocks are like those for igneous rocks. The objective is to tell someone looking at it everything they need to
ENGLE COAL FIELD. David E. Tabet
OPEN FILE REPORT 115 SUMMARY OF THE GEOLOGY OF THE ENGLE COAL FIELD by David E. Tabet THE ENGLE COAL FIELD Introduction The Engle coal field (Lee, 1905), named for the small town of Engle along the Santa
Manor Farm, Otley Road, Adel - preliminary findings
005/87/ 6 th September 07 Mr G Titchmarsh Titchmarsh & Bagley. Prospect House Sovereign Street Leeds LS BJ Registered in England 07068066 Parkhill Wetherby West Yorkshire LS 5DZ T 097 55 0 www.lithos.co.uk
CORE INFORMATION. Feet of formation cored but not recovered ---'''- _. Feet of core received at laboratory for analysis... '--
/5-2 CORE FOOTAGE SUMMARY Operator _DalP-Qrt_Qi 1 Corportion Lab No 2S1-H Well No _L2taJ;_ Formations n Field -Hildcat County _Cbaves State New Mexico Location _lmq_esl_3jql S ec---36-f ct_w_jpt:_-14::!!so!
SOME GEOLOGIC FEATURES OF ATHENS COUNTY
GEOLOGY FIELD TRIP OHIO ACADEMY OF SCIENCE April 17, 1954 SOME GEOLOGIC FEATURES OF ATHENS COUNTY SECTION CHAIRMAN Henry F. Donner Western Reserve University TRIP LEADERS Myron T. Sturgeon Ohio University
into this.jday of Aigiist,192, (Hereinafter called the Company) (Hereinafter called the Contractor)
c. OR I L L I NG CONTRACT 1. This agreement, made and entered into this.jday of Aigiist,192, BETWE EN: AND: >ox 886, Orell CopDer M ines Ltd. Salmon Arm. B.C. (Hereinafter called the Company) Diamond M
) Rat e _-':= pe r min. inches f r om 10 feel
MAILING ADDR ESS, Bov 3667 COMMONWEAL TH OF VIRGINIA DEPARTMENT OF CONSERVATION AND ECONOMIC DEVELOPMENT W-3695 C-IOl DIVISION OF MINERAL RESOURCES OFFICE ADDRESS, JAMES L. CALVER, COMMISS IO NER C lottesville,
Namex Explorations Inc. Report on Drill Holes PC & PC Post Creek Property Claim S.l , Norman Township Sudbury Mining District
. 368 4: Namex Explorations nc. Report on Drill Holes PC - 12-06 & PC -- 13-06 Post Creek Property Claim S.l 094826, Norman Township Sudbury Mining District RECEVED DEC 1 0 =:~7 ntroduction GEOSCENCf ASSESSMENT
WEST MCARTHUR UPDATE April 17, Table 1: Winter 2018 Drill Hole Summary
WEST MCARTHUR UPDATE April 17, 2018. Table 1: Winter 2018 Drill Hole Summary WMA044: Sooty pyrite alteration is disseminated along local beds and coats local fractures between 401.2 m and 724 metres. A