WELL NUMBER 14-BW03 PAGE 1 OF 5
|
|
|
- Loraine Wilkinson
- 6 years ago
- Views:
Transcription
1 WELL 14-BW03 PAGE 1 OF 5 IENT PROJECT DATE STARTED 4/30/14 COMPLETED 5/1/14 GROUND ELEVATION ft HOLE SIZE 9 5/8 inches DRILLING CONTRACTOR Cascade Drilling NORTHING EASTING DRILLING METHOD Speedstar 50k with Casing Hammer GROUND WATER LEVEL GED BY S. Demus CHECKED BY NOTES 0 4/30/14; 10:20 - Begin drilling (SP) Hanford Formation - Poorly graded coarse sand with gravel. Trace medium sand. Subangular to rounded. Fine gravel to cobbles, subrounded to rounded. Trace fines. Casing Top Elev: Casing Type: Schedule 40 PVC SP 5 Air monitoring - VOCs: 0.0 ppm () Hanford Formation - Well graded gravel. Fine to coarse gravel with cobbles/boulders. Subrounded to rounded. Basalt. No sand or fines present. Dark gray :20 () Hanford Formation - Well graded gravel. fine to coarse gravel, subrounded to rounded, basaltic. 10% coarse sand, subangular to rounded, predominantly basaltic. Dark gray :35 () Hanford Formation - Well graded gravel with sand. Fine to coarse gravel with cobbles/boulders, subrounded to rounded, basaltic. Medium to coarse sand, predominantly basaltic, subangular to rounded, 30%, dark gray. 30 SP (SP) Hanford Formation - Poorly graded coarse sand with gravel. Subangular to rounded sand, predominantly basaltic. Fine to coarse gravel (25%) subrounded to rounded, predominantly basaltic. Trace fines. Dark gray. 35
2 WELL 14-BW03 PAGE 2 OF 5 IENT PROJECT 35 () Hanford Formation - Well graded gravel with sand. Fine to coarse gravel, subrounded to rounded, basaltic. 35% 40 13:15 () Hanford Formation - Well graded gravel and cobbles. Medium to coarse gravel and cobbles, rounded to subrounded, basaltic. Appreciable amount of fragmented basalt. No sand. Dark gray :30 Maintenance on casing hammer. 14:20 Resume () Hanford Formation - Same as above, 10% medium to coarse sand, predominatly basaltic, subangular to rounded. 50 () Hanford Formation - Same as above, 30% coarse sand. 55 () Hanford Formation - Coarse gravel and cobbles/boulders. Predominantly fragmented basalt. Trace coarse sand. Dark gray :40 () Hanford Formation - Well graded gravel with sand. Fine to coarse gravel, subrounded to rounded, basaltic. 35% :00 Stop Flange on casing hammer broke. 16:40 Repair complete resume SW (SW) Hanford Formation - Well graded sand, predominatly medium and coarse sand with some fine sand, basaltic, subangular to rounded. 5% fine gravel, basaltic, subrounded to rounded. Dark gray () Hanford Formation - Well graded gravel. fine to coarse gravel and cobbles, subrounded to rounded, basaltic. Appreciable anmount of basalt fragments. Dark gray. 3/8 inch Bentonite Chips 75
3 WELL 14-BW03 PAGE 3 OF 5 IENT PROJECT 75 4/30/14 17:00 GP (GP) Hanford Formation - Poorly graded gravel with sand. Predominantly fine gravel with some medium gravel, subrounded to rounded, basaltic. 30% coarse sand, basaltic, rounded to subangular. Dark gray. 80 (GP) Hanford Formation - Coarse gravel and cobbles/boulders. Predominantly fragmented basalt. Trace coarse sand. Dark gray. GP 85 17:20 Stop Drilling. 5/1/114 7:10 Begin () Hanford Formation - Well graded gravel with sand. Fine to coarse gravel, subrounded to rounded, basaltic. 30% () Ringold Formation - Sandy clay. Low plasticity. Fine to coarse sand, rounded to subangular, trace fine gravel, round to subrounded. Medium brown Air monitoring - VOCs: 0.0 ppm () Ringold Formation - Sandy clay, plastic. predominantly fine sand with some medium and coarse snad, wet, medium brown. 105 () Ringold Formation - Clay, plastic, medium brown, wet :15 8:30 Trip out for groundwater sampling. 10:35 - () Ringold Formation - Clay with sand. Plastic, predominantly fine sand with some medium to coarse sand. Trace fine gravel, rounded to subrounded. Wet, medium brown.
4 WELL 14-BW03 PAGE 4 OF 5 IENT PROJECT 115 collect sample 14-BW :30 - Resume () Ringold Formation - Sandy clay, slightly plastic, medium brown, wet. 120 () Ringold Formation - Sandy clay, slightly plastic. Predominantly fine to very fine sand with some medium and coarse sand. Trace fine gravel. Brown, wet. 125 SW- SC (SW-SC) Ringold Formation - Well graded sand with clay. Fine to coarse snad, subangular to rounded, trace fine gravel. 10% clay, wet. Medium brown. 130 () Ringold Formation - Clay with sand. Very fine sand with some fine and medium sand. Medium brown, wet. 135 SW (SW) Ringold Formation - Well graded sand. Fine to coarse sand, rounded to subangular, trace clay, wet, medium brown Colorado Silica Sand () Priest Rapids Member Bottom of borehole at feet
5 WELL 14-BW03 PAGE 5 OF 5 IENT PROJECT 6-9 Colorado Silica Sand 4 inch Schedule 40 slotted PVC Schedule 80 PVC Sump
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,
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
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
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:
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
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,
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
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
APPENDIX B: BORING LOGS
New Orleans Levee Systems Independent Levee Hurricane Katrina Investigation Team July, 6 APPENDIX B: BORING S As part of the field investigation 9 borings were performed at the sites of interest, as listed
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
Photo 1 - Southerly view across 2700 parking lot toward existing building. Multi-residential building borders western side of property in upper right of view. Photo 2 - Southerly view across 2750 parking
Field Exploration. March 31, J-U-B ENGINEERS, Inc. 115 Northstar Avenue Twin Falls, Idaho Attn: Mr. Tracy Ahrens, P. E. E:
March 31, 201 11 Northstar Avenue 83301 Attn: Mr. Tracy Ahrens, P. E. E: taa@jub.com Re: Geotechnical Data Report Preliminary Phase 1 Field Exploration Revision No. 1 Proposed Rapid Infiltration Basin
CITY OF VALDEZ Project Title: East Pioneer Reconstruction Project No.: Contract No.: TO: All Recipients Date: April 14, 2014
CITY OF VALDEZ Project Title: East Pioneer Reconstruction Project No.: 13-3-1.32 Contract No.: 11 TO: All Recipients Date: April 14, 214 SUBJECT: Addendum No.1 This seventeen (17) page Addendum forms a
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
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
REPORT. Earthquake Commission. Christchurch Earthquake Recovery Geotechnical Factual Report Bryndwr Appendix C: Borehole Logs
REPORT Earthquake Commission Christchurch Earthquake Recovery Geotechnical Factual Report Bryndwr Appendix C: Borehole Logs REPORT Earthquake Commission Christchurch Earthquake Recovery Geotechnical Factual
GEOTECHNICAL REPORT. Matanuska-Susitna Borough. Parks Highway Connections Museum Drive. Matanuska-Susitna Borough, Alaska.
Matanuska-Susitna Borough GEOTECHNICAL REPORT Parks Highway Connections Museum Drive Matanuska-Susitna Borough, Alaska March 2, 20 Prepared By: John Thornley, PE Geotechnical Engineer 333 Arctic Blvd.,
GZA GeoEnvironmental, Inc.
GZA BORING NO.: GZ-1 SHEET: 1 of 1 PROJECT NO: 9.223. Drilling Co.: Geologic Type of Rig: Skid Boring Location: See Plan H. Datum: See Plan Rig Model: Mudline : Foreman: Ray Eastwood CME -.8 Final Boring
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')
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
LEGEND BUSINESS ZONE NORTH OF AGRESEARCH BOREHOLE CPT SEISMIC CPT AUGER SCALE. Powells Road TEST PIT AGRESEARCH INNOVATION PARK. Hamilton Ring Road
LEGEND ra R aku Ru BUSINESS ZONE NORTH OF Powells Road oad AGRESEARCH BOREHOLE CPT SEISMIC CPT AUGER SCALE 3 mm TEST PIT AS121 SCPT12 TP18 BH13 TP15 2 AS125 AS126 TP14 BH12 AGRESEARCH CPT13 TP17 INNOVATION
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;
Clay Robinson, PhD, CPSS, PG copyright 2009
Engineering: What's soil got to do with it? Clay Robinson, PhD, CPSS, PG crobinson@wtamu.edu, http://www.wtamu.edu/~crobinson, copyright 2009 Merriam-Webster Online Dictionary soil, noun 1 : firm land
B-1 SURFACE ELEVATION
5A 5B LOGGED BY El. S. Bhangoo DRILLING CONTRACTOR Pitcher Drilling DRILLING METHOD Rotary Wash BEGIN DATE 12-14-12 SAMPLER TYPE(S) AND SIZE(S) (ID) SPT, MC BOREHOLE BACKFILL AND COMPLETION COMPLETION
Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants
SUBSURFACE SOIL EXPLORATION 42-INCH FORCE MAIN REPLACEMENT CHIQUITA BOULEVARD S AND SW 34 TH STREET CAPE CORAL, LEE COUNTY, FLORIDA Ardaman & Associates, Inc. Geotechnical, Environmental and Materials
APPENDIX C. Borehole Data
APPENDIX C Borehole Data MAJOR DIVISIONS SOIL CLASSIFICATION CHART SYMBOLS GRAPH LETTER TYPICAL DESCRIPTIONS ADDITIONAL MATERIAL
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
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
New WW Hastings Hospital Geotechnical Investigation RFP Addendum #1
88 E. Marshall Street, Suite 0 Tulsa, OK 76 98 8 9 Phone 98 8 798 FAX DATE: April 9, 0 ADDENDUM NO.: PROJECT: New WW Hastings Hospital BID PACKAGE NO: Geotechnical Investigation RFP SUBMITTED BY: CNCR
PLATE 6 FEB G r o v e l a n d F l o o d w a l l - B o r e h o l e M a p. Legend. Groveland Floodwall Boreholes. Contour Lines.
611 6 Defau FALS conto Conto DPLV lt Eurs20 01_to 3po Defau FALS conto Conto DPLV lt Eurs20 01_to 4po 612 Conto DPLV conto Defau FALS 01_to urs20 Elt po 5 Conto DPLV conto Defau FALS 01_to urs15 Elt po
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
Appendix G GEOLOGICAL INVESTIGATION
Appendix G GEOLOGICAL INVESTIGATION JOB NUMBER: 3268.001 DATE: 10-14-13 BY: CC SITE 0 2000 1"=2000' VICINITY MAP CARGILL PARCEL HICKORY STREET AND ENTERPRISE DRIVE NEWARK, CALIFORNIA FOR
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
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
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;
APPENDIX A GEOTECHNICAL REPORT
The City of Winnipeg Bid Opportunity No. 529-2017 Template Version: C420170317 - RW APPENDIX A GEOTECHNICAL REPORT Quality Engineering Valued Relationships KGS Group 2017 Industrial Street Rehabilitation
Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants
SUBSURFACE SOIL EXPLORATION DRAINAGE IMPROVEMENTS TO THE HENDRY COUNTY, FLORIDA Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants OFFICES Orlando, 88 S. Orange Avenue, Orlando,
Soil Surveys. What are the most important properties to consider in a taxonomic system used for making a soil survey?
Soil Surveys What are the most important properties to consider in a taxonomic system used for making a soil survey? What is a Soil Survey? Inventory of soil resources Delineation of spatial distribution
APPENDIX B BORING LOGS AND WELL CONSTRUCTION LOGS. KN\4040\SI\P153\153 SI Report\06/04/01(9 :44 AM)
APPENDIX B BORING LOGS AND WELL CONSTRUCTION LOGS KN\4040\SI\P153\153 SI Report\06/04/01(9 :44 AM) KN\4040\SI\P153\153 SI Report\06/04/01(9 :44 AM) BORING LOGS L R HTRW DRILLING LOG District: Mobile USAGE
CE 240 Soil Mechanics & Foundations Lecture 3.2. Engineering Classification of Soil (AASHTO and USCS) (Das, Ch. 4)
CE 240 Soil Mechanics & Foundations Lecture 3.2 Engineering Classification of Soil (AASHTO and USCS) (Das, Ch. 4) Outline of this Lecture 1. Particle distribution and Atterberg Limits 2. Soil classification
PRELIMINARY GEOTECHNICAL ENGINEERING REPORT. Proposed Re-Development 44 Old Worcester Road Charlton, Massachusetts. Prepared For:
PRELIMINARY GEOTECHNICAL ENGINEERING REPORT Proposed Re-Development 44 Old Worcester Road Charlton, Massachusetts Prepared For: Meridian Associates, Inc. 500 Cummings Center, Suite 5950 Beverly, Massachusetts
Civil Engineering, Surveying and Environmental Consulting WASP0059.ltr.JLS.Mich Ave Bridge Geotech.docx
2365 Haggerty Road South * Canton, Michigan 48188 P: 734-397-3100 * F: 734-397-3131 * www.manniksmithgroup.com August 29, 2012 Mr. Richard Kent Washtenaw County Parks and Recreation Commission 2330 Platt
1 SITE EXPLORATION PROGRAM
November 1, 2016 MMM Group Limited 1045 Howe Street, Suite 700 Vancouver, BC, Canada V6Z 2A9 Jianping Jiang, Ph.D., P.Eng Vice President Dear Dr. Jiang: Agassiz-Rosedale Bridge 2016 Fraser River Site Exploration
ADDENDUM 1 FISHER SLOUGH RESTORATION PROJECT SKAGIT COUNTY, WASHINGTON
F I N A L A D D E N D U M 1 R E P O R T ADDENDUM 1 FISHER SLOUGH RESTORATION PROJECT SKAGIT COUNTY, WASHINGTON REPORT OF GEOTECHNICAL INVESTIGATION URS JOB NO. 3376186 Prepared for Tetra Tech Inc. 142
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
Solution:Example 1. Example 2. Solution: Example 2. clay. Textural Soil Classification System (USDA) CE353 Soil Mechanics Dr.
CE353 Soil Mechanics CE353 Lecture 5 Geotechnical Engineering Laboratory SOIL CLASSIFICATION Lecture 5 SOIL CLASSIFICATION Dr. Talat A Bader Dr. Talat Bader 2 Requirements of a soil Systems Why do we need
December 5, Junction Gateway, LLC 7551 W. Sunset Boulevard #203 Los Angeles, CA Mr. James Frost P: Dear Mr.
December 5, 2014 Junction Gateway, LLC 7551 W. Sunset Boulevard #203 90046 Attn: Re: Mr. James Frost P: 323.883.1800 Geotechnical Update Letter Sunset & Effie Mixed Use Development 4301 to 4311 Sunset
Appendix F Laboratory test results
Appendix F Laboratory test results SOIL AND ROCK SAMPLE ANALYSIS LABORATORY TEST REPORT To: Bord Gais Copy: Orla Smyth (kkidd@bge.ie) From: Stephen Watson Laboratory Manager Causeway Geotech Ltd Tel: +44(0)2827666640
GEOLOGY Local Geology Local geologic mapping shows the site underlain by Goble Volcanics consisting of basalt and andesite, with basalt breccia, volcanic conglomerate, and interbedded siltstone and pyroclastics
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,
IN SITU SPECIFIC GRAVITY VS GRAIN SIZE: A BETTER METHOD TO ESTIMATE NEW WORK DREDGING PRODUCTION
IN SITU SPECIFIC GRAVITY VS GRAIN SIZE: A BETTER METHOD TO ESTIMATE NEW WORK DREDGING PRODUCTION Nancy Case O Bourke, PE 1, Gregory L. Hartman, PE 2 and Paul Fuglevand, PE 3 ABSTRACT In-situ specific gravity
Appendix 1 MONITORING BORE LOGS
Appendix 1 MONITORING BORE LOGS Level 2, Mallon St, Bowen Hills, Queensland GCQ-MB1 GDA94 Z6 ~62m AHD 8 Aug 212 467 me, 688923 mn Lithologic Description GCQ-MB1 Bore Description TOPSOIL: silty sand, dark
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
February 16, 2015 File No Ms. Robin Yates TRC Engineers Inc N. Fresno Street, Suite 200 Fresno, California 93710
February 16, 2015 File No. 20152738 Ms. Robin Yates TRC Engineers Inc. 6051 N. Fresno Street, Suite 200 Fresno, California 93710 SUBJECT: Geotechnical Design Memorandum Fresno BPMP Scour Countermeasure
B-1 BORE LOCATION PLAN. EXHIBIT Drawn By: 115G BROOKS VETERINARY CLINIC CITY BASE LANDING AND GOLIAD ROAD SAN ANTONIO, TEXAS.
N B-1 SYMBOLS: Exploratory Boring Location Project Mngr: BORE LOCATION PLAN Project No. GK EXHIBIT Drawn By: 115G1063.02 GK Scale: Checked By: 1045 Central Parkway North, Suite 103 San Antonio, Texas 78232
Sand & Gravel Case Study
Sand & Gravel Case Study Table of Contents Jim Reed RockWare Incorporated 1/12/06 Table of Contents...1 Table of Figures...1 Creating a Borehole Database...2 Displaying the Boreholes...2 Generating the
APPENDICES. Appendix A City Standard Details Appendix B Engineering Geology Report
APPENDICES Appendix A City Standard Details Appendix B Engineering Geology Report APPENDIX A CITY STANDARDS DETAILS APPENDIX B ENGINEERING GEOLOGY REPORT ENGINEERING GEOLOGY REPORT WATER
Geotechnical Data Report
Geotechnical Data Report Emergency Bridge Package 6 Richland County, South Carolina May 12, 2016 SCDOT Project ID.: P029942, P029943, P029944 Terracon Project No. 73100L (Rev. 1) Prepared for: South Carolina
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
Soil Properties - I. Amit Prashant. Indian Institute of Technology Gandhinagar. Short Course on. Geotechnical Aspects of Earthquake Engineering
Soil Properties - I Amit Prashant Indian Institute of Technology Gandhinagar Short Course on Geotechnical Aspects of Earthquake Engineering 04 08 March, 2013 Regional Soil Deposits of India Alluvial deposits
Unbound Pavement Applications of Excess Foundry System Sands: Subbase/Base Material
Unbound Pavement Applications of Excess Foundry System Sands: Subbase/Base Material Tuncer B. Edil University of Wisconsin-Madison Recycled Materials Resource Center RMRC Participant Job Description Which
SUPPLEMENTARY INVESTIGATION AND LABORATORY TESTING Aggregate Resource Evaluation Proposed Bernand Quarry San Diego County, California
October 3, 2 Mr. Mark San Agustin Project No. 28-- Home Land Investments Document No. -92 2239 Curlew Street San Diego, CA 92 SUBJECT: SUPPLEMENTARY INVESTIGATION AND LABORATORY TESTING Aggregate Resource
GEOTECHNICAL EXPLORATION REPORT ROPOSED COMMERCIAL/RETAIL DEVELOPMENT 7967, & 8015 BEVERLY BOULEVARD
ADDENDUM TO GEOTECHNICAL EXPLORATION REPORT PROPOSED COMMERCIAL/RETAIL DEVELOPMENT 7967, 8001-8011 & 8015 BEVERLY BOULEVARD CITY OF LOS ANGELES, CALIFORNIA Prepared for: OPT Beverly, LLC 6400 South Fiddlers
The Impact of Forestry on Coastal Geomorphology at Newborough Warren/ Ynys Llanddwyn NNR, SSSI, psac. Boreholes. Volume 4
The Impact of Forestry on Coastal Geomorphology at Newborough Warren/ Ynys Llanddwyn NNR, SSSI, psac Boreholes Volume 4 Contract number: FC 73-05-18 Dr Charlie Bristow School of Earth Sciences, Birkbeck
Appendix A. Producer Statement Advisory Note
Appendix A Producer Statement Advisory Note Ref. No. 17095 26 May 2017 PRODUCER STATEMENT CONSTRUCTION REVIEW (PS4) IMPORTANT ADVISORY NOTE The Building Consent Authority (BCA) frequently requires Producer
CONQUEST ENGINEERING LTD.
CONQUEST ENGINEERING LTD. Geotechnical and Materials Engineers Concrete Technology, Blasting Consultants Construction Quality Assurance / Quality Control 8 Bluewater Road, Bedford, NS BB J6 Phone (9)85-7
Minnesota Department of Transportation MEMO Office of Materials Mailstop Gervais Avenue Maplewood, MN 55109
Minnesota Department of Transportation MEMO Office of Materials Mailstop 4 1400 Gervais Avenue Maplewood, MN 9 DATE: April 2, 09 TO: FROM: D. J. Sosa, Final Design Project Manager Metro Waters Edge Gary
REPORT OF PRELIMINARY SUBSURFACE EXPLORATION. VCU Basketball Practice Facility 1300/1328 West Marshall Street City of Richmond, Virginia.
REPORT OF PRELIMINARY SUBSURFACE EXPLORATION VCU Basketball Practice Facility 100/18 West Marshall Street City of Richmond, Virginia For Mr. Carl F. Purdin, AIA Assistant Director of Design Services VCU
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
Northern Colorado Geotech
PRELIMINARY GEOTECHNICAL ENGINEERING REPORT PROPOSED CECIL FARMS DEVELOPMENT WELD COUNTY ROAD 7, BETWEEN ROADS 7 AND 7 SEVERANCE, COLORADO NORTHERN COLORADO GEOTECH PROJECT NO. 0-6 APRIL 0, 06 Prepared
Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants
SUBSURFACE SOIL EXPLORATION ANALYSIS AND RECOMMENDATIONS LELY AREA STORMWATER IMPROVEMENT PROJECT (LASIP) COUNTY BARN ROAD AND WING SOUTH CHANNELS NAPLES, COLLIER CO., FLORIDA Ardaman & Associates, Inc.
May 4, Mr. Bruce Hampson Town of Wilton Miller-Driscoll School Building Committee 238 Danbury Road Wilton, Connecticut 06897
May 4, 2015 Mr. Bruce Hampson Town of Wilton Miller-Driscoll School Building Committee 238 Danbury Road Wilton, Connecticut 06897 RE: Focused Soil Investigation Miller-Driscoll School Wilton, CT TRC Project
Appendix A Exploratory Borings and Test Pits
Appendix A Exploratory Borings and Test Pits Appendix A Exploratory Borings and Test Pits This appendix describes the methods used for the field investigations and presents the results of the investigations.
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
UAS Student Residence
General Notes, Abbreviations and Symbols C100 MATCH LINE - SEE SHEET L6 Existing Site Topographic Conditions C101 MATCH LINE - SEE SHEET L5 Existing Site Topographic Conditions C102 DEPTH(FT.) 5 FROZEN
Section 5 Source Water Protection
2017 WSP UPDATE Section 5 Source Water Protection As written in WAC 246-290-135, -668, and -690, Group A water systems are required to have source water protection. Source water protection is accomplished
Geotechnical Data Report
Geotechnical Data Report Sabal Trail Transmission Hannahatchee Creek HDD Stewart County, Georgia for Gulf Interstate Engineering November 17, 2014 Geotechnical Data Report Sabal Trail Transmission Hannahatchee
Page 4.1 Overview 4-3
Chapter 4 Contents Page 4.1 Overview 4-3 4.2 Soil Classification 4-3 4.2.1 Coarse Grained Soils 4-4 4.2.2 Fine-Grained Inorganic Soils 4-7 4.2.3 Organic Fine Grained Soils 4-7 4.2.4 Angularity 4-10 4.2.5
Geotechnical Engineering I CE 341
Geotechnical Engineering I CE 341 What do we learn in this course? Introduction to Geotechnical Engineering (1) Formation, Soil Composition, Type and Identification of Soils (2) Soil Structure and Fabric
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
REPORT OF FAULT SURFACE RUPTURE HAZARD EVALUATION PROPOSED WALDORF-ASTORIA LUXURY HOTEL AND CONFERENCE CENTER
REPORT OF FAULT SURFACE RUPTURE HAZARD EVALUATION PROPOSED WALDORF-ASTORIA LUXURY HOTEL AND CONFERENCE CENTER 9876 WILSHIRE BOULEVARD BEVERLY HILLS, CALIFORNIA Prepared for: OASIS WEST REALTY, LLC Beverly
Sedimentary Rocks. Weathering. Mechanical & Chemical Weathering. Sediments. Lithification. Deposition. Transport. Erosion.
Lithification Sedimentary Rocks Sediments Deposition Transport Erosion Weathering Weathering The sediments that make up sedimentary rocks are produced by: Mechanical & Chemical Weathering Mechanical Weathering
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
December 20, 2017 (Revised from December 15, 2017) Project No
December 20, 2017 (Revised from December 15, 2017) Project No. 92270.02 Ms. Laura Krusinski, P.E. Senior Geotechnical Engineer Maine Department of Transportation State House Station 16 Augusta, Maine 04333-016
Tikrit University College of Engineering Civil engineering Department
Tikrit University SOIL CLASSIFICATION College of Engineering Civil engineering Department Soil Mechanics 3 rd Class Lecture notes Up Copyrights 2016 Classification of soil is the separation of soil into
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.
On-Site Soils Investigation. Buttermilk Way Storm water Treatment Project Buzzards Bay. MA. February 28 th, 2012
1 On-Site Soils Investigation Buttermilk Way Storm water Treatment Project Buzzards Bay. MA February 28 th, 2012 Glenn Stanisewski, Resource Soil Scientist, USDA-NRCS, West Wareham, MA Introduction: The
Geotechnical Data Report
Geotechnical Data Report ReWa Solar Farm at Durbin Creek Fountain Inn, South Carolina September 1, 2017 Terracon Project No. 86165043 Prepared for: Renewable Water Resources Greenville, South Carolina
May 8, Mr. Jeff Dingman Abundant Land Partners LLC P.O. Box 471 Genoa, Nevada 89411
Construction Materials Testing Geotechnical Engineering Environmental Consulting May 8, 2014 Mr. Jeff Dingman Abundant Land Partners LLC P.O. Box 471 Genoa, Nevada 89411 RE: Geotechnical Evaluation Stimson
3.0 SUMMARY OF FINDINGS
AECOM 500 W Jefferson St. Suite 1600 Louisville, KY 40202 www.aecom.com 502-569-2301 tel 502-569-2304 fax October 17, 2018 Big Rivers Electric Corporation Sebree Generating Station 9000 Highway 2096 Robards,
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
PRELIMINARY GEOTECHNICAL ENGINEERING REPORT
PRELIMINARY GEOTECHNICAL ENGINEERING REPORT TOWN OF ASHLAND TOWN HALL 101 THOMPSON STREET ASHLAND, VIRGINIA JOB NUMBER: 39016 PREPARED FOR: PMA PLANNERS & ARCHITECTS 10325 WARWICK BOULEVARD NEWPORT NEWS,
Fletcher Junction Project Technical Update December 18, 2008
Fletcher Junction Project Technical Update December 18, 2008 Disclaimer Warning! The business of Gold Exploration can be FUN, but it can also be hazardous to your physical, emotional, spiritual and financial
CONQUEST ENGINEERING LTD.
CONQUEST ENGINEERING LTD. Geotechnical and Materials Engineers Concrete Technology, Blasting Consultants Construction Quality Assurance / Quality Control 8 Bluewater Road, Bedford, NS BB J6 Phone (9)85-7
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;
M E M O R A N D U M. Mr. Jonathan K. Thrasher, P.E., Mr. Ian Kinnear, P.E. (FL) PSI
M E M O R A N D U M TO: FROM: Mr. Mark Schilling Gulf Interstate Engineering Mr. Jonathan K. Thrasher, P.E., Mr. Ian Kinnear, P.E. (FL) PSI DATE: November 11, 2014 RE: Summary of Findings Geotechnical
FIGURES 200 200 200 SW 175TH AVE 350 SW SCHOLLS FERRY RD SW FRIENDLY LN Area 64 SW ROY ROGERS RD 300 250 SW ONEILL CT SW LUKE LN SW LEEDING LN SW TUSCANY ST SW 164TH AVE SW BULL MOUNTAIN RD SW 164TH AVE
Dry Muliwai Sample Location Map
DMM2 DMM1 P:\AthruR\K838-Makua\GIS\Layouts\Dry Muliwai.mxd.mxd - 3/26/3 - JC DMM3 5 Dry Muliwai Sample Location Map Figure 2-4 P:\AthruR\K838-Makua\GIS\Layouts\orth Background Muliwai.mxd.mxd - 3/26/3
DRAFT GEOTECHNICAL REPORT MORRISON BLOCKS PROJECT PORTLAND, OREGON
PACRIM GEOTECHNICAL INC. DRAFT GEOTECHNICAL REPORT MORRISON BLOCKS PROJECT PORTLAND, OREGON Project No. 134-001 August 24, 2005 geotechnical engineering and applied earth sciences August 24, 2005 Project