Log of Monitoring Well D58B
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1 Project: Motiva - Monitoring Well and Soil Boring Data Project Location: Delaware City Refinery Project Number: W1000 Log of Monitoring Well D58B Sheet 1 of 7 Date(s) Drilled Drilling Method Drill Rig Type Groundwater Level(s) Location 6/1/2007 Roto Sonic Roto-Sonic Delaware City Refinery - Soy Field Logged By Drill Bit Size/Type Drilling Contractor Sampling Method(s) Borehole Stephen Zahniser Boart Longyear Checked By Total Depth of Borehole Surface Elevation Top of Casing Elevation NAVD88 Elevation, Depth, 0 Core Interval Lab Samples SAMPLES Lab ID Number Headspace HNu, ppm Graphic Log MATERIAL DESCRIPTION TOPSOIL: SILTY CLAY, little to trace fine SAND, little mica, abundant rootlets; dark yellowish brown (10YR 4/6) SAND, f-c, subrounded to rounded; yellowish brown (10YR 5/4) Well Schematic WELL DETAILS AND FIELD NOTES All PID readings taken at 6" intervals 2 CLAY, hard, stiff; strong brown (7.5YR 4/6) All PID readings are 0.0 ppm unless noted otherwise GRAVEL, f-c, subangular to subrounded, little f-c SAND, little SILT, trace subangular COBBLES; - light gray (2.5YR 7/2) to 4.1' - dark yellowish brown (10Yr 4/6) to 4.8' SAND, f-m, minor CLAY seams; light olive brown (2.5Y 5/4). No recovery 8 SAND, f-c, minor CLAY seams, light olive brown (2.5Y 5/4). CLAY, slight laminations; strong brown (7.5YR 4/6). SILTY SAND, fine; dark yellowish brown (10YR 4/4) SANDY SILT, fine, little mica; - dark grayish brown (2.5Y 4/2) to 10.2' - very dark gray (2.5Y 3/1) to 10.9' 12 SANDY CLAY, fine, and SILT, minor CLAY laminations (increasing with depth); dark grayish brown (2.5Y 4/2) with dark yellowish brown (10YR 4/4) mottles and oxidized bioturbation dark red (10YR 3/6). 14 MOTIVA MOTIVA-ALL.GPJ FAGWGN01.GDT 5/13/ CLAYEY SAND, vf-f, some vf-f mica, minor fine SAND pockets (0.5" in diameter); greenish black (GLEY1 3/5GY). 95/5 Cement Bentonite Mix - 7" boring (0.0' ' bgs)
2 Project: Motiva - Monitoring Well and Soil Boring Data Project Location: Delaware City Refinery Project Number: W1000 Log of Monitoring Well D58B Sheet 2 of 7 SAMPLES Elevation, Depth, 20 Core Interval Lab Samples Lab ID Number Headspace HNu, ppm Graphic Log MATERIAL DESCRIPTION Well Schematic WELL DETAILS AND FIELD NOTES 22 SILTY SAND, vf-f, some mica, minor fine SAND, little SILT lenses; very dark grenish gray (GLEY1 3/5GY) SAND, very fine, some SILT, micaceous; very dark greenish gray (GLEY1 3/5GY) SILT and fine SAND, micaceous (mica coarser than above); dark grenish gray (GLEY1 3/5GY) MOTIVA MOTIVA-ALL.GPJ FAGWGN01.GDT 5/13/ SILT, little CLAY, trace very fine SAND, micaceous; very dark greenish gray (GLEY1 3/5GY). Quaternary-Merchantville Contact (39.0')
3 Project: Motiva - Monitoring Well and Soil Boring Data Project Location: Delaware City Refinery Project Number: W1000 Log of Monitoring Well D58B Sheet 3 of 7 SAMPLES Elevation, Depth, Core Interval Lab Samples Lab ID Number Headspace HNu, ppm Graphic Log MATERIAL DESCRIPTION Well Schematic WELL DETAILS AND FIELD NOTES SILT, little to some CLAY, micaceous; dark greenish gray (GLEY1 3/5GY) SILTY CLAY, micaceous, interbedded SILTY, very micaceous seams; dark greenish gray (GLEY1 3/5GY). 56 SAA, increasing CLAY content, decreasing SILT content, little to some glauconite (increasing with depth); greenish black (GLEY1 2.5/N) MOTIVA MOTIVA-ALL.GPJ FAGWGN01.GDT 5/13/ /5 Cement Bentonite Mix - 6" boring
4 Project: Motiva - Monitoring Well and Soil Boring Data Project Location: Delaware City Refinery Project Number: W1000 Log of Monitoring Well D58B Sheet 4 of 7 SAMPLES Elevation, Depth, Core Interval Lab Samples Lab ID Number Headspace HNu, ppm Graphic Log MATERIAL DESCRIPTION Well Schematic WELL DETAILS AND FIELD NOTES MOTIVA MOTIVA-ALL.GPJ FAGWGN01.GDT 5/13/ CLAY, little to some SILT, glauconitic, some mica; grenish black (GLEY1 2.5/N) with gray layers (10YR 5/1).
5 Project: Motiva - Monitoring Well and Soil Boring Data Project Location: Delaware City Refinery Project Number: W1000 Log of Monitoring Well D58B Sheet 5 of 7 SAMPLES Elevation, Depth, 90 Core Interval Lab Samples Lab ID Number Headspace HNu, ppm Graphic Log MATERIAL DESCRIPTION Well Schematic WELL DETAILS AND FIELD NOTES 95/5 Cement Bentonite Mix - 6" boring SILTY CLAY, some fine mica, some glauconite; grenish black (GLEY1 2.5/N) with gray layers (10YR 5/1) Bentonite Seal (102.9' ') No.1 Sand Filter Pack (105.0' ') MOTIVA MOTIVA-ALL.GPJ FAGWGN01.GDT 5/13/ SILT and SAND, fine; brownish yellow (10YR 6/8) (some remnants of Merchantville clay at top). CLAY, laminated, plastic, medium stiff; pale yellow (2.5Y 8/2). SAND, fine, sorted; light yellowish brown (10YR 6/1). CLAY, little fine SAND, layers of CLAYEY SILT; light gray (2.5Y 7/2) with olive yellow (2.5Y6/6) laminations. SAND, fine, well sorted; light yellowish brown (10YR 6/4) grading to Potomac-Merchantville Contact (107.0')
6 Project: Motiva - Monitoring Well and Soil Boring Data Project Location: Delaware City Refinery Project Number: W1000 Log of Monitoring Well D58B Sheet 6 of 7 SAMPLES Elevation, Depth, Core Interval Lab Samples Lab ID Number Headspace HNu, ppm Graphic Log MATERIAL DESCRIPTION Well Schematic WELL DETAILS AND FIELD NOTES 114 light gray (2.5Y 7/2). SAND, fine, sorted, little fe-mg grains; yellow (2.5Y 7/6). -90 CLAY, some very fine SAND filled bioturbation yellow (2.5Y 7/6) to light gray (2.5Y 7/2). 116 SAND, fine, sorted, little SILT; browish yellow (10YR 6/8). 118 SAND, fine, sorted, angular (mixed sediments, very fine oxides, feldspar, quartz); grayish brown (2.5Y 5/2). 20' of 2" PVC 0.010" slotted screen - No.1 SAND (107.5' ') SAND, fine, sorted, angular; - pale yellow (2.5Y 7/4) to 121.4' - browish yellow (10YR 6/8) to 123' - olive yellow (2.5Y 6/6) to 124.4' - thin light gray CLAY seam at 122' SAND, very fine, sorted; yellow brown (10YR 5/8). - fe oxide lense at 124.7' 126 very fine SAND and CLAY, interbedded; yellowish brown (10YR 5/8). SILT; brownish yellow (10YR 6/6) grading to light gray (10YR 7/2) CLAY, little to some fine SAND, little to some SILT; reddish yellow (7.5YR 6/6). SILTY fine SAND, little m-c SAND, light yellowish brown (2.5Y 6/4). CLAYEY SAND, f-m, partially lithified at top; light yellowish brown (2.5Y 6/3). CLAY, laminated; light gray (10YR 7/2) and brownish yellow (10YR 6/6) (increasing at base). CLAYEY SAND, f-m, partially lithified at top; yellowish red (5YR 4/6). CLAY, stiff, abundant lignite, few bioturbated zones; dark gray (10YR 4/1). No.1 Sand Backfill Bentonite Pellet Backfill MOTIVA MOTIVA-ALL.GPJ FAGWGN01.GDT 5/13/ CLAY, stiff to very stiff, dry; mottled gray (2.5Y 6/1), brown (7.5YR 4/4) and reddish brown (5YR 5/4). SILT, little CLAY, few bioturbated zones; gray (2.5Y 6/1).
7 Project: Motiva - Monitoring Well and Soil Boring Data Project Location: Delaware City Refinery Project Number: W1000 Log of Monitoring Well D58B Sheet 7 of 7 SAMPLES Elevation, Depth, Core Interval Lab Samples Lab ID Number Headspace HNu, ppm Graphic Log MATERIAL DESCRIPTION Well Schematic WELL DETAILS AND FIELD NOTES EOB (137.0') MOTIVA MOTIVA-ALL.GPJ FAGWGN01.GDT 5/13/
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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
APPENDIX C HYDROGEOLOGIC INVESTIGATION
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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:
71912 From: Dana Derrington Sent: Wednesday, May 31, :02 PM Central Standard Time TO:
Blue, Karen From: Sent: To: Subject: Attachments: Categories: Hynum, Tammie Wednesday, May 31, 17 6:21 PM Sadler, Bill; Cusher, Annette; Rich, Jay FW: Monitoring Well Installation Report, Entergy White
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;
WELL NUMBER 14-BW03 PAGE 1 OF 5
WELL 14-BW03 PAGE 1 OF 5 IENT PROJECT DATE STARTED 4/30/14 COMPLETED 5/1/14 GROUND ELEVATION 1157.89 ft HOLE SIZE 9 5/8 inches DRILLING CONTRACTOR Cascade Drilling NORTHING 670592.2 EASTING 1937845.8 DRILLING
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
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
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;
DRILL HOLE # BH-BGC13-FN-01
DILL HOLE # BH-BGC3-FN-0 Drill Method: Mud otary/coring Depth To ock (m): N/A Page of 7 eviewed by: AJB 0 GAVEL (GW) Fine to coarse, sandy, well graded, dense, max particle size = 30 mm, angular to subrounded,
PARQUE COLON AGUADILLA (LAND PROPERTY OF MUNICIPIO AGUADA) LOT PROPERTY OF SUNC. ESTEVEZ BW-1 BW-5 BW-2 DB1 BW-3 DB2 BW-4 DB3 GWS-1
N 64650 N 64600 N 64550 N 64500 N 64450 N 64400 N 64350 N 64300 N 64250 N 64200 N 64150 N 64100 N 64050 N 64000 N 63950 N 63900 N 63850 N 63800 N 63750 N 63700 N 63650 N 63600 N 63550 N 63500 N 63450 N
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
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')
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;
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,
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
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
Supplementary Material: Crop & Pasture Science, 2013, 64(12),
10.1071/CP13168_AC CSIRO 2013 Supplementary Material: Crop & Pasture Science, 2013, 64(12), 1182 1194. Hydrological and water-use efficiency implications of geomorphological stratification in palæochannels
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.
Depth (ft) USCS Soil Description TOPSOIL & FOREST DUFF
Test Pit No. TP-6 Location: Latitude 47.543003, Longitude -121.980441 Approximate Ground Surface Elevation: 1,132 feet Depth (ft) USCS Soil Description 0 1.5 1.5 5.0 SM 5.0 8.0 SM Loose to medium dense,
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
Project: ITHACA-TOMPKINS REGIONAL AIRPORT EXPANSION Project Location: ITHACA, NY Project Number: 218-34 Key to Soil Symbols and Terms TERMS DESCRIBING CONSISTENCY OR CONDITION COARSE-GRAINED SOILS (major
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
& $ 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
APPENDIX C. Borehole Data
APPENDIX C Borehole Data MAJOR DIVISIONS SOIL CLASSIFICATION CHART SYMBOLS GRAPH LETTER TYPICAL DESCRIPTIONS ADDITIONAL MATERIAL
Geotechnical Engineering Report
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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
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
Dashed line indicates the approximate upper limit boundary for natural soils. C L o r O L C H o r O H
SYMBOL SOURCE 8 9 1 SOIL DATA NATURAL SAMPLE DEPTH WATER PLASTIC LIQUID PLASTICITY NO. CONTENT LIMIT LIMIT INDEX (%) (%) (%) (%) Client: County of Berthoud Project: Project No.: Boring B-2 S-1-5' 6.2 8
Eastwood & Partners St. Andrew's House 23 Kingfield Road Sheffield S11 9AS. Co-ords: Level: Dimensions: Depth 1.50m
epth (m) 0.0 Kingfield Road S AS Coords: imensions: epth.0m epth Level (m) (m AO) Stratum escription 0.0m.0m TOPSOIL: Brown sandy gravelly with rootlets. Gravel is angular to subrounded fine to coarse
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
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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:
DIAMOND DRILLING. CLAIM No, HOLE No, FOOTAGE DATE NOTE. NOTES: (i) # ios- 80 WORK PERFORMED BY: ASARCO EXPLORATION OF CANADA LIMITED
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DIVISION OF MINERAL RESOURCES OFFICE ADDRESS, JAMES L. CALVER, COMMISSIONER
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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
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Závěrka 12,Praha 6,169 00 Log of Boring BH1 Project ID: 2018_A-017 Annex no.: A.1G Drilling equipment: Hütte 202 TF Location: Prague 12 Overall depth: 2 m Borehole position: Date start: 22.11.2017 Foreman:
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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'
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