DRILL HOLE # BH-BGC13-FN-01

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

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

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

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

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

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,

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

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

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

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

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

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

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

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 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

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:

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,

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

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

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

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

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

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

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

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;

SOIL FORMATION SOIL CLASSIFICATION FOR GEOTECHNICAL ENGINEERS. Soil Properties and Classification

SOIL CLASSIFICATION FOR GEOTECHNICAL ENGINEERS Soil Properties and Classification Soil Formation Soil Types Particle Size Analysis and Grading Characteristics Consistency Indices Engineering classification

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

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

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

ENCE 3610 Soil Mechanics. Site Exploration and Characterisation Field Exploration Methods

ENCE 3610 Soil Mechanics Site Exploration and Characterisation Field Exploration Methods Geotechnical Involvement in Project Phases Planning Design Alternatives Preparation of Detailed Plans Final Design

Chapter 12 Subsurface Exploration

Page 12 1 Chapter 12 Subsurface Exploration 1. The process of identifying the layers of deposits that underlie a proposed structure and their physical characteristics is generally referred to as (a) subsurface

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

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

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

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

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

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

How to Identify and Properly Classify Drill Cuttings

How to Identify and Properly Classify Drill Cuttings (Creating Useful Borehole Logs) Dave Larson Hydrogeology and Geophysics Section Accurate information about the borehole location and a careful description

Soil Mechanics Brief Review. Presented by: Gary L. Seider, P.E.

Soil Mechanics Brief Review Presented by: Gary L. Seider, P.E. 1 BASIC ROCK TYPES Igneous Rock (e.g. granite, basalt) Rock formed in place by cooling from magma Generally very stiff/strong and often abrasive

From - To 0,00-4,90 4,90-6,40 6,40-8,60 8,60-9,60 9,60-10,50 10,50-12,00 12,00-14,80 14,80-15,80 15,80-19,30 19, ,00

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:

APPENDIX C. Borehole Data

APPENDIX C Borehole Data MAJOR DIVISIONS SOIL CLASSIFICATION CHART SYMBOLS GRAPH LETTER TYPICAL DESCRIPTIONS ADDITIONAL MATERIAL

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

Geotechnical Investigation

Geotechnical Investigation Slope Stability Analysis for the Existing Slope Southwest of the Proposed Condo Developments 50 Ann Street, Bolton, Ontario Prepared For: Brookfield Homes (Ontario) Limited GeoPro

Site Investigations and Geotechnical Risk For Underground Construction Greg Raines, PE

August 14, 2017 Site Investigations and Geotechnical Risk For Underground Construction Greg Raines, PE Gregory.Raines@Stantec.com Develop Preliminary Geologic / Geotech Conceptual Model for the Project

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')

GEOTECHNICAL INVESTIGATION REPORT

GEOTECHNICAL INVESTIGATION REPORT SOIL INVESTIGATION REPORT FOR STATIC TEST FACILITY FOR PROPELLANTS AT BDL, IBRAHIMPATNAM. Graphics Designers, M/s Architecture & Engineering 859, Banjara Avenue, Consultancy

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

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

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;

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

Safe bearing capacity evaluation of the bridge site along Syafrubesi-Rasuwagadhi road, Central Nepal

Bulletin of the Department of Geology Bulletin of the Department of Geology, Tribhuvan University, Kathmandu, Nepal, Vol. 12, 2009, pp. 95 100 Safe bearing capacity evaluation of the bridge site along

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.,

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

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

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

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

General. DATE December 10, 2013 PROJECT No TO Mary Jarvis Urbandale/Riverside South Development Corporation

DATE December 10, 201 PROJECT No. 10-1121-0260- TO Mary Jarvis Urbandale/Riverside South Development Corporation CC Justin Robitaille, Urbandale Jonathan Párraga, J.L. Richards & Associates Limited FROM

APPENDIX 3 (IN SITU TEST LOCATION AND CRITERIA FOR SELECTING VIABLE TEST, SAMPLE FIELD AND LABORATORY DESCRIPTION, MINERALOGY AND CHEMISTRY)

APPENDIX 3 (IN SITU TEST LOCATION AND CRITERIA FOR SELECTING VIABLE TEST, SAMPLE FIELD AND LABORATORY DESCRIPTION, MINERALOGY AND CHEMISTRY) IN SITU TEST LOCATION AND CRITERIA FOR SELECTION VIABE TEST

Appendix J. Geological Investigation

Appendix J Geological Investigation Appendix J Geological Environment Table of Contents Page 1 INTRODUCTION...J-1 1.1 Purpose of the Investigation...J-1 1.2 Scope of the Investigation...J-1 2 METHODO OF

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

Lake Rotoiti Wastewater Scheme - Stage 1 Investigations. Rotorua Lakes Council

Lake Rotoiti Wastewater Scheme - Stage 1 Investigations Rotorua Lakes Council i Contents 1 Introduction...1 2 Site Description...1 3 Geological Setting...1 4 Geotechnical Investigation...1 4.1 Borehole

VOLUME III GEOLOGY, HYDROGEOLOGY & GEOTECHNICAL REPORT CAPITAL REGION RESOURCE RECOVERY CENTRE

VOLUME III GEOLOGY, HYDROGEOLOGY & GEOTECHNICAL REPT CAPITAL REGION RESOURCE RECOVERY CENTRE APPENDIX A Borehole Records December Report No. //vol III LIST OF ABBREVIATIONS The abbreviations coonly employed

Boreholes. Implementation. Boring. Boreholes may be excavated by one of these methods: 1. Auger Boring 2. Wash Boring 3.

Implementation Boreholes 1. Auger Boring 2. Wash Boring 3. Rotary Drilling Boring Boreholes may be excavated by one of these methods: 4. Percussion Drilling The right choice of method depends on: Ground

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

The more common classification systems are enlisted below:

A number of systems of classification have been evolved for categorizing various types of soil. Some of these have been developed specifically in connection with ascertaining the suitability of soil for

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

ENGINEERING ASSOCIATES

July 16, 211 Vista Design, Inc. 11634 Worcester Highway Showell, Maryland 21862 Attention: Reference: Dear Mr. Polk: Mr. Richard F. Polk, P.E. Geotechnical Engineering Report Charles County RFP No. 11-9

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

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

DYREGROV ROBINSON INC.

DYREGROV ROBINSON INC. Consulting Geotechnical Engineers 101-1555 St. James Street Winnipeg, MB R3H 1B5 TEL (204) 632-7252 FAX (204) 632-1442 June 14, 2013 File No. 133583 Accutech Engineering Inc. 605-287

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,

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

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

16 January 2018 Job Number: RICHARD NEWMAN C\- CLARK FORTUNE MCDONALD AND ASSOCIATES PO BOX 553 QUEENSTOWN

16 January 2018 Job Number: 50595 RICHARD NEWMAN C\- CLARK FORTUNE MCDONALD AND ASSOCIATES PO BOX 553 QUEENSTOWN CHANSEN@CFMA.CO.NZ STORMWATER DISPOSAL ASSESSMENT Dear Richard, RDAgritech were requested

REPORT ON SLOPE STABILITY INVESTIGATION DON MILLS ROAD AND EGLINTON AVENUE EAST TORONTO, ONTARIO. Prepared for:

REPORT ON SLOPE STABILITY INVESTIGATION DON MILLS ROAD AND EGLINTON AVENUE EAST TORONTO, ONTARIO Prepared for: TORONTO AND REGION CONSERVATION AUTHORITY Prepared By: SIRATI & PARTNERS CONSULTANTS LIMITED

NYSDEC - Region 9 - Division ofenvironmental Remediation Stratigraphic and Instrumentation Log

NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log Location: 2-640-00-LO 1 NYSDC Staff: Brian Hourigan Date Completed: 9/15/05 1650 levation nstallation..- C N

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

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

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

GEOLOGICAL PROCESSES AND MATERIALS SGM210

University of Pretoria GEOLOGICAL PROCESSES AND MATERIALS SGM210 23 April 2014 1 SOIL PROFILING According to Jennings, Brink & Williams (1973) Very important part of a geotechnical site investigation.

NYSDEC - Region 9 - Division ofenvironmental Remediation Stratigraphic and Instrumentation Log

Project Name: Location: BR NYSDC Staff: TJB NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log 4-652-00-L06 -L 0-4 Gray Green, Silt, Soft Some Clay and Organics

Pierce County Department of Planning and Land Services Development Engineering Section

Page 1 of 7 Pierce County Department of Planning and Land Services Development Engineering Section PROJECT NAME: DATE: APPLICATION NO.: PCDE NO.: LANDSLIDE HAZARD AREA (LHA) GEOLOGICAL ASSESSMENT REPORT

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

CITY OF CAPE CORAL NORTH 2 UTILITIES EXTENSION PROJECT CONTRACT 3

GEOTECHNICAL REPORT CITY OF CAPE CORAL NORTH UTILITIES EXTENSION PROJECT CONTRACT City of Cape Coral Procurement Division Cultural Park Boulevard, nd Floor Cape Coral, FL ISSUED FOR BID VOLUME of GEOTECHNICAL

ATTACHMENT A PRELIMINARY GEOTECHNICAL SUMMARY

ATTACHMENT A PRELIMINARY GEOTECHNICAL SUMMARY Kevin M. Martin, P.E. KMM Geotechnical Consultants, LLC 7 Marshall Road Hampstead, NH 0384 603-489-6 (p)/ 603-489-8 (f)/78-78-4084(m) kevinmartinpe@aol.com

Exercise 3 Texture of siliciclastic sediments

Exercise 3 Texture of siliciclastic sediments Siliciclastic sediments are derived from the weathering and erosion of preexisting rocks. Once a sedimentary particle is loosened from its parent rock, it

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

GEOLOGIC SUBSURFACE CONDITIONS. October 31, 2017 Project No

October 31, 2017 Project No. 108205001 Ms. Shawna Anderson San Dieguito River Park Joint Powers Authority 18372 Sycamore Creek Road Escondido, California 92025 Subject: Addendum to Geotechnical Evaluation

GEOTECHNICAL INVESTIGATION. Proposed Douglas Street Bus Lane

May, 0 GEOTECHNICAL INVESTIGATION Proposed Douglas Street Bus Lane Submitted to: Greg Smith P.Eng. Senior Transportation Engineer Urban Systems Ltd. 0- Homer Street Vancouver, BC V6B W9 REPORT Report Number:

DATA REPOSITORY FIGURES AND TABLES

GSA Data Repository Item 2016322 Sweeney, K.E., and Roering, J.J., 2016, Rapid fluvial incision of a late Holocene lava flow: Insights from lidar, alluvial stratigraphy, and numerical modeling: GSA Bulletin,

File: Highway 1 Admirals/McKenzie Interchange, Saanich, BC Pavement Drilling / Coring Geotechnical Investigation

TECHNICAL MEMO To: Mr. Salem Bahamdun, P.Eng. Date: February 2, 2017 c: Memo No.: From: Ms. Susanne Ouellet, E.I.T. Mr. Andrew Walker, P.Eng. File: 704TRN.PAVE0303807 ISSUED FOR USE Subject: Highway 1

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

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

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

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

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

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

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

Report of Geotechnical Data

Report of Geotechnical Da NAMA Rehabilite Potable Wer Lines Washington, DC F&R Project No. 7U89 Prepared For: CHM Hill 87 Stony Point Parkway, Suite 11 Richmond, Virginia 335 Prepared By: Froehling & Robertson,